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CITY OF COSTA MESA ~ PROJECT LOCATION VICINITY MAP NOT TO SCALE LOCATION MAP NOT TO SCALE UNIVERSl1'< I ' I PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION PROJECT NO . 19P11 CONTRACT NO. 7476-2 ) DATE: DATE: 1ji-'3 /t.ozo 7 KEY MAP " SCALE: 1" = WO' (-) GENERAL NOTES A. THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE LANDSCAPE ARCHITECT OR CONSULTANTS . THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE NECESSARY SAFETY PRECAUTIONS AND MEASURES NECESSARY TO EXECUTE THE WORK. OBSERVATION VISITS TO THE SITE BY THE LANDSCAPE ARCHITECT OR ANY OF HIS CONSULTANTS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. B. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN AND / OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY'S REPRESENTATIVE. C. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OPERATIONS IN SUCH A MANNER SO AS TO PREVENT DAMAGE TO EXISTING SUBSTRUCTURES . IN THE EVENT OF SUBSTRUCTURE DAMAGE, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND TOTAL EXPENSE FOR REPAIR AND / OR REPLACEMENT OF SAID SUBSTRUCTURE. D. THE CONTRACTOR SHALL PROVIDE 72-HOUR NOTICE TO AFFECTED UTILITIES WHEN RELOCATION IS REQUIRED. E. THE CONTRACTOR SHALL NOT BLOCK DRIVEWAYS, PEDESTRIAN ACCESS, ACCESSIBLE ROUTES , OR VEHICULAR TRAFFIC DURING THE PROCESS OF CONSTRUCTION. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN THE PUBLIC RIGHT OF WAY AND NEW DRIVE AISLES IN ACCORDANCE PER CONTRACT DOCUMENTS. G. THE CONTRACTOR WILL COMPLY WITH THE MOST CURRENT EDITION OF THE CA MUTCD OR W.A.T.C.H. MANUAL, FOR ALL REQUIRED TRAFFIC CONTROL DURING CONSTRUCTION . H. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION (811). I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL DURING CONSTRUCTION AND MAINTENANCE PERIOD. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A 6' HIGH TEMPORARY CHAINLINK CONSTRUCTION FENCE WITH LOCKABLE GATES AROUND ALL CONSTRUCTION AREAS. FENCING SHALL BE PROVIDED WITH CONTINUOUS GREEN MESH WINDSCREEN. CONTRACTOR SHALL APPLY A NO-GRAFFITI COAT ON ALL WIND SCREENS. CONTRACTOR SHALL REVIEW ALIGNMENT I LOCATION OF CONSTRUCTION FENCING WITH OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR SHALL MAINTAIN FENCING UNTIL OWNER'S ACCEPTANCE OF THE WORK K. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS. L. MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS. M. THE GENERAL CONTRACTOR WARRANTS TO THE OWNER AND THE LANDSCAPE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAUL TS AND DEFECTS. N. PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE ELECTRICIAN, DRAINLINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS. ALL WORK SHALL BE COORDINATED BY THE GENERAL CONTRACTOR 0 . VE RIFY ALL EASEMENTS, PROPERTY LINES OR LIMIT OF WORK LINES PRIOR TO COMMENCING WORK P. IN THE CASE OF DISCREPANCIES IN THE CONTRACT DOCUMENTS, SPECIFICATIONS SHALL TAKE PRECEDENCE OVER DETAILS, AND DETAILS SHALL TAKE PRECEDENCE OVER PLANS. Q. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE OWNER. SEE CONTRACT DOCUMENTS. R THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECT UNLESS OTHERWISE SHOWN; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES . OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE LANDSCAPE ARCHITECT AND THEIR CONSULTANTS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR ANY SUPPORT SERVICES PERFORMED BY THE LANDSCAPE ARCHITECT AND HIS CONSULTANTS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES, WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE LANDSCAPE ARCHITECT AND THEIR CONSULTANTS, WHETHER OF MATERIALS OR WORK, AND WHETHER PERFORMED PRIOR TO, DURING OR AFTER COMPLETION OF CONSTRUCTION , ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS BUT THEY DO NOT GUARANTEE GENERAL CONTRACTOR'S PERFORMANCE, AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. S. CONSTRUCTION ACTIVITIES SHALL NOT INTERFERE WITH ADJACENT EXISTING CONDITIONS. EXISTING SIDEWALKS/BIKEWAYS SHALL REMAIN ACCESSIBLE TO THE PUBLIC THROUGH THE DURATION OF CONSTRUCTION . ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT THE SAFETY OF THE GENERAL PUBLIC. T DO NOT SCALE THESE DRAWINGS. U. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE SITE PRIOR TO MOBILIZATION AND THE BEGINNING OF CONSTRUCTION. ANY EXISTING ELEMENTS TO BE PROTECT IN PLACE, WHICH SHOW ANY TYPE OF DAMAGE (E.G. CRACKED CONCRETE, DAMAGED TREES, ETC.) SHOULD BE BROUGHT TO THE ATTENTION OF THE CITY. OTHERWISE, THE CONTRACTOR MAY BE HELD RESPONSIBLE FOR REPAIRING OR REPLACING ANY DAMAGED ELEMENTS TO REMAIN AT HIS EXPENSE. V. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE LATEST APPROVED SCE IMPROVEMENT PLANS FOR FIFTH AVE AND SHALL REVIEW IN DETAIL ALL PROPOSED CONDUIT, WIRING, TRENCHING, UTILITIES, INFRASTRUCTURE, EQUIPMENT, PADS, WALLS AND RELATED ITEMS SPECIFIC TO THE PROJECT SITE, AS THEY RELATE TO THESE IMPROVEMENT PLANS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD AND NOTIFY THE LANDSCAPE ARCHITECT AND THE CITY OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE BEGINNING OR PROCEEDING WORK, INCLUDING CONFLICTS WITH EXISTING AND PROPOSED UTILITIES AND EASEMENTS . SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VAL VE @ SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE $ SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE @ STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN SVC BEGIN VERTICAL CURVE co, FIRE HYDRANT BLK BLOCK CATV CABLE TV ... WATER METER Cl CAST IRON Ill STREET LIGHT PULL BOX <i. CENTERLINE CNS CITY OF NEWPORT BEACH "" TRAFFIC SIGNAL PULL BOX CL CLASS CLR CLEAR X:,----0 STREET LIGHT C&G CURB AND GUTTER E EAST /ELECTRIC 0 WATER VALVE EC END CURVE (-GUY \\1RE ECR END CURVE RETURN EVC END VERTICAL CURVE ,. SURVEY MONUMENT EXIST EXISTING FLG FLANGE p SIGN FE FLANGED END FL FLOW LINE ~ VAULT VENT FM FORCE MAIN 0 G GAS TREE CV GATE VALVE .. IRRIGATION CONTROL VALVE GB GRADE BREAK GE GROOVED END "" CABLE TV PULL BOX IP&T IRON PIPE AND TAG LT LEFT 0 CORING LOCATION MAX MAXIMUM <D MJ MECHANICAL JOINT ELECTRICAL MANHOLE MIN MINIMUM "' ELECTRICAL PULL BOX NG NA TUR AL GROUND N NORTH ~ILL//t//d BUILDING NTS NOT TO SCALE NO NUMBER ----EXISTING CONSTRUCTION 0G ORIGINAL GROUND PE PLAIN END -----PROPERTY LINE PROP PROPOSED NEW CONSTRUCTION PB PULL BOX RCP REINFORCED CONCRETE PIPE --'l---CENTERLINE RET RETAINING RT RIGHT ----s----SEWER LINE SCH SCHEDULE s SEWER -----w-----WATER LINE sco SEWER CLEANOUT ---G ---GAS LINE SMH SEWER MANHOLE SHT SHEET --E --ELECTRICAL LINE SW SIDEWALK s SOUTH --T --TELEPHONE LINE SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -CATV -CABLEv1SIDN LINE STL STEEL --SP -T TELEPHONE SPRINKLER SYSTEM w WEST/WATER -x-x-x-FENCE W/ 111TH BLOCK WALL CLIENT: CITY OF NEWPORT BEACH 100 CIVIC CENTER DRIVE NEWPORT BEACH, CA 92660 PHONE: (949) 644-3014 CONTACT: KATHRYNE CHO LANDSCAPE ARCHITECT: RJM DESIGN GROUP, INC. 31591 CAMINO CAPISTRANO SAN JUAN CAPISTRANO, CA 92675 PHONE: (949) 493-2600 CONTACT: CRAIG SENSENBACH CIVIL ENGINEER: CIVTEC 999 CORPORATE DRIVE, SUITE 100 LADERA RANCH, CA 92694 PHONE: (949) 463-8822 CONTACT: TOM CARCELLI PROJECT DIRECTORY STRUCTURAL ENGINEER: ADS CONSULTING ENGINEERS 26895 ALISO CREEK ROAD, SUITE B-291 ALISO VIEJO, CA 92656 PHONE: (949) 278-2477 CONTACT: MOSTAFA OLOUMI ELECTRICAL ENGINEER: FBA ENGINEERING 150 PAULARINO AVE, SUITE A120 COSTA MESA, CA 92626 PHONE: (949) B52-9995 CONTACT: BILL ZAVRSNICK GEOTECHNICAL ENGINEER: GMU GEOTECHNICAL 23241 ARROYO VISTA RSM, CA 92688 PHONE (949) 888-1380 CONTACT: NADIM SUNNA IRRIGATION: GLASIR DESIGN 424 NEW JERSEY LANE PLACENTIA, CA 92870 PHONE: (714) 514-9930 CONTACT: CHRIS CURRY MUSCO FIELD LIGHTING: MUSCO SPORTS LIGHTING 3002 DOW AVE, SUITE 504 TUSTIN, CA 92780 PHONE: (949) 754-0503 CONTACT: MIKE MARCHETTI FIELD TURF: FIELD TURF 825 DEVv1TT AVE ENCINITAS, CA 92024 PHONE: (760) 635-2504 CONTACT: TIM COURY EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS DAY (800) 624-a153 (800) 611-1911 (BOO) 332-1321 (949) 644-3011 (714) 962-2411 (714) 542-a222 NIGHT (949) 644-3717 SURVEY RESPONSIBILITY NOTES A. NOTE: CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING COMPLETE, TIMELY AND ACCURATE FIELD LAYOUT OF THE PROPOSED SITE IMPROVEMENTS INCLUDING, BUT NOT NECESSARILY LIMITED TO, HORIZONTAL AND VERTICAL CONTROL AND DIMENSIONAL COORDINATION AS NECESSARY TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS SURVEY WORK SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR AND SHALL PROVIDE FOR THE SURVEY AND STAGING OF ALL CONSTRUCTION ELEMENTS INCLUDING BUT NOT LIMITED TO BUILDING LOCATIONS, PAVING EDGES/ALIGNMENT FENCING, WALLS, LIGHT FIXTURES, SIGNS, MOW CURBS, SPECTATOR SEATING, SHADE STRUCTURES, HOME PLATES, BASE LINES, CURB AND GUTTER ALIGNMENTS, CATCH BASINS, DRAINS, ETC. B. A N AUTOCAD-COMPATIBLE .DWG FILE OF THE PROPOSED IMPROVEMENTS SHALL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THEIR USE IN PREPARING THE NECESSARY FIELD SURVEYING / LAYOUT OF PROPOSED IMPROVEMENTS. THE USE OF THIS DIGITAL FILE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND IS INTENDED TO ASSIST THE SURVEYOR IN THE LAYOUT OF THE PROPOSED IMPROVEMENTS. THESE ELECTRONIC FILES ARE NOT CONSTRUCTION DOCUMENTS. DIFFERENCES MAY EXIST BETWEEN THESE ELECTRONIC FILES AND CORRESPONDING HARD COPY CONSTRUCTION DOCUMENTS ISSUED FOR PUBLIC BID. IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS AND THE ELECTRONIC FILES, THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS SHALL GOVERN. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF ANY CONFLICT EXISTS AND SHALL BRING ANY DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO ANY FIELD LAYOUT. BY THE CONTRACTOR'S USE OF THESE ELECTRONIC FILES, THEY ARE NOT RELIEVED OF THEIR DUTY TO FULLY COMPLY WITH THE CONTRACT DOCUMENTS, INCLUDING, AND WITHOUT LIMITATION, THE NEED TO CHECK, CONFIRM, AND COORDINATE ALL DIMENSIONS AND DETAILS, TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, AND COORDINATE THE WORK WITH THAT OF OTHER CONTRACTORS FOR THE PROJECT THE DIGITAL INFORMATION PROVIDED BY RJM DESIGN GROUP, INC. SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN FOR THE PROJECT DESCRIBED ABOVE AND SHALL NOT BE RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF RJM DESIGN GROUP, INC. THE INFORMATION CONTAINED ON THE ELECTRONIC MEDIA IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF RJM DESIGN GROUP, INC . ALL WORK PREPARED UNDER THIS CONTRACT SHALL BE THE PROPERTY OF CITY OF NEWPORT BEACH, AND SHALL NOT BE RELEASED FOR DISTRIBUTION OTHER THAN THE INDICATED PARTY AND RJM DESIGN GROUP, INC . 1. T-0.01 TITLE SHEET 2. T-0.02 SITE INDEX MAP CIVIL ENGINEERING 3. C-0.01 CIVIL TITLE SHEET 4. 0 -1 .01 DEMOLITION PLAN 5. C-0.02 DETAIL SHEET 6. C-O.D3 DETAIL SHEET 7. C-1.D1 PRECISE GRADING PLAN 8. C-1.02 PRECISE GRADING PLAN 9. C-2.01 EROSION CONTROL PLAN 10. C-3 .01 HORIZONTAL CONTROL / STRIPING LANDSCAPE ARCHITECTURE 11. L-1 .01 CONSTRUCTION PLAN 12. L-1.02 CONSTRUCTION PLAN 13. L-1.03 CONSTRUCTION PLAN 14. L-2.01 CONSTRUCTION DETAILS 15. L-2.02 CONSTRUCTION DETAILS 16. L-2.03 CONSTRUCTION DETAILS 17. L-2.04 CONSTRUCTION DETAILS 18. L-2.05 CONSTRUCTION DETAILS 19. L-2.06 CONSTRUCTION DETAILS 20. L-2.07 CONSTRUCTION DETAILS 21. L-2.08 CONSTRUCTION DETAILS 22. L-2.09 CONSTRUCTION DETAILS 23. L-2.10 CONSTRUCTION DETAILS 24. L-2.11 CONSTRUCTION DETAILS 25. L-2.12 CONSTRUCTION DETAILS 26. L-2 .13 CONSTRUCTION DETAILS 27. L-2.14 CONSTRUCTION DETAILS 28. L-2.15 CONSTRUCTION DETAILS 29. L-2.16 CONSTRUCTION DETAILS 30. SD1 STRUCTURAL NOTES 31. 51!2 1◄9f t!SEB PLAN SHEET INDEX 32. SYN-1.1 SYNTHETIC TURF DRAINAGE PLAN 33. SYN-1.2 SYNTHETIC TURF DRAINAGE DETAILS 34. L-3 .01 35. L-3.02 36. L-4.01 37. L-5.D1 38. L-5.02 39. L-6.01 ELECTRICAL 40. E-0.01 41. E-0.02 42. E-0.03 43. E-0.04 44. E-0.05 45. E-1.01 46. E-1.01A 47. E-1.02 48. E-1.02A 49. E-2 .01 50. E-2.02 51. E-2.03 IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS PLANTING PLAN PLANTING PLAN PLANTING DETAILS GENERAL NOTES, & SYMBOL LIST SINGLE LINE DIAGRAM, PANEL SCHEDULES RESTROOM LIGHTING PLAN DETAILS TITLE 24 (PROVIDED WITH FINAL PACKAGE) SITE ELECTRICAL PLAN PARKING PHOTOMETRIC PLAN SITE ELECTRICAL PLAN SITE PHOTOMETRIC PLAN SPORTS LIGHTING PLANS SPORTS LIGHTING PLANS SPORTS LIGHTING PLANS r----------------------,-----------------L-----,----""-,,,-'c" -~-~------------------::--,--,---,------L---------,----,===-------,--c---:===-=---,----:==-=----t ---------,---------,--------------------------,--------, BASIS OF BEARINGS: ~ 7476 2 1 2019·12-05 90% CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG THE BEARINGS SHO'M-1 HEREON ARE BASED ON THE AZIMUTH Bl:Tlh£EN O.C.S. PLANS PREPARED BY: TITLE SHE ET -HORIZONTAL CONlROL STATION OPS NO. 6291 AND STATION GPS NO. 6293 BEING ~~CH 1/c ( 1 gp 11 ) i~i;~~';.",{~l,';~~~t~(MEAS)PER RECOROSONFILEINTHEOFFICEOFTHE ' i · $'<~ ', '•,,. -:..~ GRANT HOWALD PARK REHABILITATION BENCHMARK: ':;«"~!-".~=;]~~•, 'A,;_) 31591CallinoCaplsoano R T-0 .01 ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: JK-29-68 ~ ~ -DESCRIBED BY ocs 2002 -FOUND 3 3\.4' ocs ALUMINUM BENCHMARK DISK STAMPED San Juan Capistrano, CA 92675 "JK-29-68", SET IN THE NORTHERLY CORNER Of A◄ FT. BY 7 FT. CONCRETE CATCH R-1 DIii• www.RJMdesV1ng100p.com BASIN. MONUMENT IS LOCATED IN THE SOUTHERLY CORNER OF THE "T" INTERSECTION tP ~ 'lf oFPAC1F1CCOASTHIGHWAYAN □ 1R1SAVENUE.4'FT.SOLITHERlYOFTHECENTERUNE -"-,, "'ell.~' d~, [949]493-2690 fax CITY OF NEWPORT BEACH p 5264 S OF IRIS TO THE WEST AND 36 FT, SOUTHVYESTERLY Of THE CENTERLINE OF PCH. ,,, ,<;Y [949] 493-2600 phone -• MONUMENT IS SET LEVEL WITH THE SIDEWALK. ~ OF=-=c-A"'\.. \ ~0 ELEVATION•"' '"'1NAV08', 2011 LEVELEO) PUBLIC WORKS DEPARTMENT 2 2020-03-04 100% CONSTRUCTION DOCUMENT SUBMITTAL 3 2020-03-2-4 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL ! 11f.!~· ~ MDESIGN 100% BID SET SUBMITTAL U~DE"T'INEILER M MARTIN TOM SAN FUR, P.E. 4 2020-04-10 MARK VUKOJEVIC, P.E. GROUP CONSUL TING ENGINEER'S NAME IRECTOR DEPUTY DIRECTOR DIRECTOR ASSISTANT CITY ENGINEER DESIGNED: DRAWN: RECREATION AND SENIOR P.W.· MUNICIPAL OPERATIONS UTILITIES DEPARTMENT PUBLIC WORKS cs TM/TP :I SERVICES '/·/6-Zf, z.o '/· /5-2-D DATE '-t //s-I 1-o NO. OATIS DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: DATE: • 23 ;2D DATE: DATE: cs 2019-12-05 SHEET 1 OF 51 FIFTH AVE IR I S A V E GO L D E N R O D A V E FIFTH AVE NO PAR K I N G NOPARKING L.O.W. L.O.W. L.O . W . L.O.W. L.O. W . L.O.W. L.O.W. L.O . W . L.O . W . L.O.W. NOPARK I N G SCALE: 1" = 100' GENERAL NOTES A. THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE LANDSCAPE ARCHITECT OR CONSULTANTS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE NECESSARY SAFETY PRECAUTIONS AND MEASURES NECESSARY TO EXECUTE THE WORK. OBSERVATION VISITS TO THE SITE BY THE LANDSCAPE ARCHITECT OR ANY OF HIS CONSULTANTS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. B. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN AND / OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY'S REPRESENTATIVE. C. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OPERATIONS IN SUCH A MANNER SO AS TO PREVENT DAMAGE TO EXISTING SUBSTRUCTURES. IN THE EVENT OF SUBSTRUCTURE DAMAGE, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND TOTAL EXPENSE FOR REPAIR AND / OR REPLACEMENT OF SAID SUBSTRUCTURE. D. THE CONTRACTOR SHALL PROVIDE 72-HOUR NOTICE TO AFFECTED UTILITIES WHEN RELOCATION IS REQUIRED. E. THE CONTRACTOR SHALL NOT BLOCK DRIVEWAYS, PEDESTRIAN ACCESS, ACCESSIBLE ROUTES, OR VEHICULAR TRAFFIC DURING THE PROCESS OF CONSTRUCTION. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN THE PUBLIC RIGHT OF WAY AND NEW DRIVE AISLES IN ACCORDANCE PER CONTRACT DOCUMENTS. G. THE CONTRACTOR WILL COMPLY WITH THE MOST CURRENT EDITION OF THE CA MUTCD OR W.A.T.C.H. MANUAL, FOR ALL REQUIRED TRAFFIC CONTROL DURING CONSTRUCTION. H. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION (811). I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL DURING CONSTRUCTION AND MAINTENANCE PERIOD. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A 6' HIGH TEMPORARY CHAINLINK CONSTRUCTION FENCE WITH LOCKABLE GATES AROUND ALL CONSTRUCTION AREAS. FENCING SHALL BE PROVIDED WITH CONTINUOUS GREEN MESH WINDSCREEN. CONTRACTOR SHALL APPLY A NO-GRAFFITI COAT ON ALL WIND SCREENS. CONTRACTOR SHALL REVIEW ALIGNMENT / LOCATION OF CONSTRUCTION FENCING WITH OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR SHALL MAINTAIN FENCING UNTIL OWNER'S ACCEPTANCE OF THE WORK. K. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS. L. MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS. M. THE GENERAL CONTRACTOR WARRANTS TO THE OWNER AND THE LANDSCAPE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS. N. PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE ELECTRICIAN, DRAINLINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS. ALL WORK SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. O. VERIFY ALL EASEMENTS, PROPERTY LINES OR LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. P. IN THE CASE OF DISCREPANCIES IN THE CONTRACT DOCUMENTS, SPECIFICATIONS SHALL TAKE PRECEDENCE OVER DETAILS, AND DETAILS SHALL TAKE PRECEDENCE OVER PLANS. Q. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE OWNER. SEE CONTRACT DOCUMENTS. R. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECT UNLESS OTHERWISE SHOWN; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE LANDSCAPE ARCHITECT AND THEIR CONSULTANTS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE LANDSCAPE ARCHITECT AND HIS CONSULTANTS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES, WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE LANDSCAPE ARCHITECT AND THEIR CONSULTANTS, WHETHER OF MATERIALS OR WORK, AND WHETHER PERFORMED PRIOR TO, DURING OR AFTER COMPLETION OF CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS BUT THEY DO NOT GUARANTEE GENERAL CONTRACTOR'S PERFORMANCE, AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. S. CONSTRUCTION ACTIVITIES SHALL NOT INTERFERE WITH ADJACENT EXISTING CONDITIONS. EXISTING SIDEWALKS/BIKEWAYS SHALL REMAIN ACCESSIBLE TO THE PUBLIC THROUGH THE DURATION OF CONSTRUCTION. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT THE SAFETY OF THE GENERAL PUBLIC. T. DO NOT SCALE THESE DRAWINGS. U. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE SITE PRIOR TO MOBILIZATION AND THE BEGINNING OF CONSTRUCTION. ANY EXISTING ELEMENTS TO BE PROTECT IN PLACE, WHICH SHOW ANY TYPE OF DAMAGE (E.G. CRACKED CONCRETE, DAMAGED TREES, ETC.) SHOULD BE BROUGHT TO THE ATTENTION OF THE CITY. OTHERWISE, THE CONTRACTOR MAY BE HELD RESPONSIBLE FOR REPAIRING OR REPLACING ANY DAMAGED ELEMENTS TO REMAIN AT HIS EXPENSE. V. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE LATEST APPROVED SCE IMPROVEMENT PLANS FOR FIFTH AVE AND SHALL REVIEW IN DETAIL ALL PROPOSED CONDUIT, WIRING, TRENCHING, UTILITIES, INFRASTRUCTURE, EQUIPMENT, PADS, WALLS AND RELATED ITEMS SPECIFIC TO THE PROJECT SITE, AS THEY RELATE TO THESE IMPROVEMENT PLANS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD AND NOTIFY THE LANDSCAPE ARCHITECT AND THE CITY OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE BEGINNING OR PROCEEDING WORK, INCLUDING CONFLICTS WITH EXISTING AND PROPOSED UTILITIES AND EASEMENTS. SHEET INDEX CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ELECTRICAL PUBLIC WORKS DEPARTMENT JAMES HOULIHAN, DEPUTY PWD / CITY ENGINEER DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GRANT HOWALD PARK REHABILITATION F W O C ALI TY CI O F N E N I A R A H C RT OP B E VICINITY MAP 10471 LOCATION MAP LANDSCAPE ARCHITECT: RJM DESIGN GROUP, INC. 31591 CAMINO CAPISTRANO SAN JUAN CAPISTRANO, CA 92675 PHONE: (949) 493-2600 CONTACT: CRAIG SENSENBACH STRUCTURAL ENGINEER: ADS CONSULTING ENGINEERS 26895 ALISO CREEK ROAD, SUITE B-291 ALISO VIEJO, CA 92656 PHONE: (949) 278-2477 CONTACT: MOSTAFA OLOUMI ELECTRICAL ENGINEER: FBA ENGINEERING 150 PAULARINO AVE, SUITE A120 COSTA MESA, CA 92626 PHONE: (949) 852-9995 CONTACT: BILL ZAVRSNICK IRRIGATION: GLASIR DESIGN 424 NEW JERSEY LANE PLACENTIA, CA 92870 PHONE: (714) 514-9930 CONTACT: CHRIS CURRY CIVIL ENGINEER: CIVTEC 999 CORPORATE DRIVE, SUITE 100 LADERA RANCH, CA 92694 PHONE: (949) 463-8822 CONTACT: TOM CARCELLI GEOTECHNICAL ENGINEER: GMU GEOTECHNICAL 23241 ARROYO VISTA RSM, CA 92688 PHONE: (949) 888-1380 CONTACT: NADIM SUNNA MUSCO FIELD LIGHTING: MUSCO SPORTS LIGHTING 3002 DOW AVE, SUITE 504 TUSTIN, CA 92780 PHONE: (949) 754-0503 CONTACT: MIKE MARCHETTI FIELD TURF: FIELD TURF 825 DEWITT AVE ENCINITAS, CA 92024 PHONE: (760) 635-2504 CONTACT: TIM COURY A. NOTE: CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING COMPLETE, TIMELY AND ACCURATE FIELD LAYOUT OF THE PROPOSED SITE IMPROVEMENTS INCLUDING, BUT NOT NECESSARILY LIMITED TO, HORIZONTAL AND VERTICAL CONTROL AND DIMENSIONAL COORDINATION AS NECESSARY TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS SURVEY WORK SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR AND SHALL PROVIDE FOR THE SURVEY AND STAGING OF ALL CONSTRUCTION ELEMENTS INCLUDING BUT NOT LIMITED TO BUILDING LOCATIONS, PAVING EDGES/ALIGNMENT FENCING, WALLS, LIGHT FIXTURES, SIGNS, MOW CURBS, SPECTATOR SEATING, SHADE STRUCTURES, HOME PLATES, BASE LINES, CURB AND GUTTER ALIGNMENTS, CATCH BASINS, DRAINS, ETC. B. AN AUTOCAD-COMPATIBLE .DWG FILE OF THE PROPOSED IMPROVEMENTS SHALL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THEIR USE IN PREPARING THE NECESSARY FIELD SURVEYING / LAYOUT OF PROPOSED IMPROVEMENTS. THE USE OF THIS DIGITAL FILE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND IS INTENDED TO ASSIST THE SURVEYOR IN THE LAYOUT OF THE PROPOSED IMPROVEMENTS. THESE ELECTRONIC FILES ARE NOT CONSTRUCTION DOCUMENTS. DIFFERENCES MAY EXIST BETWEEN THESE ELECTRONIC FILES AND CORRESPONDING HARD COPY CONSTRUCTION DOCUMENTS ISSUED FOR PUBLIC BID. IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS AND THE ELECTRONIC FILES, THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS SHALL GOVERN. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF ANY CONFLICT EXISTS AND SHALL BRING ANY DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO ANY FIELD LAYOUT. BY THE CONTRACTOR'S USE OF THESE ELECTRONIC FILES, THEY ARE NOT RELIEVED OF THEIR DUTY TO FULLY COMPLY WITH THE CONTRACT DOCUMENTS, INCLUDING, AND WITHOUT LIMITATION, THE NEED TO CHECK, CONFIRM, AND COORDINATE ALL DIMENSIONS AND DETAILS, TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, AND COORDINATE THE WORK WITH THAT OF OTHER CONTRACTORS FOR THE PROJECT. THE DIGITAL INFORMATION PROVIDED BY RJM DESIGN GROUP, INC. SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN FOR THE PROJECT DESCRIBED ABOVE AND SHALL NOT BE RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF RJM DESIGN GROUP, INC. THE INFORMATION CONTAINED ON THE ELECTRONIC MEDIA IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF RJM DESIGN GROUP, INC. ALL WORK PREPARED UNDER THIS CONTRACT SHALL BE THE PROPERTY OF CITY OF NEWPORT BEACH, AND SHALL NOT BE RELEASED FOR DISTRIBUTION OTHER THAN THE INDICATED PARTY AND RJM DESIGN GROUP, INC. CLIENT: CITY OF NEWPORT BEACH 100 CIVIC CENTER DRIVE NEWPORT BEACH, CA 92660 PHONE: (949) 644-3014 CONTACT: KATHRYNE CHO SURVEY RESPONSIBILITY NOTESPROJECT DIRECTORY KEY MAP EMERGENCY TELEPHONE NUMBERS 100% CONSTRUCTION DOCUMENT PACKAGE NOT FOR CONSTRUCTION 1 P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE SHEET GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T EC T 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA C RAIGD.S E N S E N B A CH LICENS E N O . 2 5 47 T-0.01 THE BEARINGS SHOWN HEREON ARE BASED ON THE AZIMUTH BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6291 AND STATION GPS NO. 6293 BEING 278°‹46'17" (REC.), 278°‹46'18" (MEAS.) PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3K-29-68 DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3K-29-68", SET IN THE NORTHERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHERLY CORNER OF THE "T" INTERSECTION OF PACIFIC COAST HIGHWAY AND IRIS AVENUE, 45 FT. SOUTHERLY OF THE CENTERLINE OF IRIS TO THE WEST AND 36 FT. SOUTHWESTERLY OF THE CENTERLINE OF PCH. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 84.166' [NAVD 88, 2011 LEVELED] (19P11) SHEET OF BENCHMARK: BASIS OF BEARINGS: DESIGNED:DRAWN: CHECKED: DATE: CS TM/TP CS 2020-04-10 REVIEWED: CONSULTING ENGINEER'S NAME APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: DATE:DATE:DATE:DATE: LAURA DETWEILER DIRECTOR RECREATION AND SENIOR SERVICES MICAH MARTIN DEPUTY DIRECTOR P.W.- MUNICIPAL OPERATIONS MARK VUKOJEVIC, P.E. DIRECTOR UTILITIES DEPARTMENT TOM SANDEFUR, P.E. ASSISTANT CITY ENGINEER PUBLIC WORKS DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWINGS: PREPARED 10/22/2021 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 962-2411 (714) 542-6222 (949) 644-3717 DAY NIGHT ABBREVIATIONSSYMBOL PROJECT NO. 19P11 CONTRACT NO. 7476-2 CONSTRUCTION SET CITY OF COSTA MESA JOHN WAYNE > AIRPORT ;_J C=::) PROJECT LOCATION NOT TO SCALE NOT TO SCALE l'-14., '°t< ~4? CITY OF IRVINE # ,,------PROJECT LOCATION (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0- @ ® @ '°' "' IIIJ "" ,:.........0 0 (- " p ~ e "" "" 0 (El [D 6uuLLLA --------- ---It--- ----S---- -----w----- ---G-----E-- --T -CATV- --SP-- -x-x-x- POWER POLE SEWER CLEANOUT SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRANT WATER METER STREET LIGHT PULL BOX TRAFFIC SIGNAL PULL BOX STREET LIGHT WATER VALVE GUY WIRE SURVF.Y MONUMENT SIGN VAULT VF.NT TREE IRRIGATION CONTROL VALVF. CABLE TV PULL BOX CORING LOCATION ELECTRICAL MANHOLE ELECTRICAL PULL BOX BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEWER LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE CABLE"1SION LINE SPRINKLER SYSTEM FENCE BLOCK WALL CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG AB AGGREGATE BASE ARV AIR RELIEF VALVF. ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE BC BEGIN CURVF. BCR BEGIN CURVF. RETURN BVC BEGIN VERTICAL CURVF. BLK BLOCK CATV CABLE TV Cl CAST IRON It CENTERLINE CNB CITY OF NEWPORT BEACH CL CLASS CLR CLEAR C&G CURB AND GUTTER E EAST /ELECTRIC EC END CURVF. ECR END CURVF. RETURN EVC END VERTICAL CURVF. EXIST EXISTING FLG FLANGE FE FLANGED END FL FLOW LINE FM FORCE MAIN G GAS GV GATE VALVF. GB GRADE BREAK GE GROOVF.D END IP&T IRON PIPE AND TAG LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER OG ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGHT SCH SCHEDULE s SEWER sco SEWER CLEANOUT SMH SEWER MANHOLE SHT SHEET SW SIDEWALK s SOUTH SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE STL STEEL T TELEPHONE w WEST/WATER W/ ~TH APPROVED: _______________________ _ DATE: ______ _ APPROVED: _______________________ _ DATE: ______ _ MDESIGN GROUP ---------------------------j ---1----------------------___j '° -- 1. T-0.01 2. T-0.02 3, C-0,01 4, D-1.01 5, C-0,02 6, C-0.03 7, C-1.01 8, C-1.02 9, C-2,01 10. C-3.01 11. L-1.01 12. L-1.02 13. L-1.03 14, L-2,01 15. L-2.02 16, L-2,03 17. L-2.04 18, L-2,05 19. L-2.06 20. L-2,07 21. L-2.08 22. L-2,09 23. L-2.10 24. L-2.11 25. L-2.12 26. L-2.13 27. L-2.14 28. L-2.15 29. L-2.16 30. SD1 31. 5~~2 TITLE SHEET SITE INDEX MAP CIVIL TITLE SHEET DEMOLITION PLAN DETAIL SHEET DETAIL SHEET PRECISE GRADING PLAN PRECISE GRADING PLAN EROSION CONTROL PLAN HORIZONTAL CONTROL / STRIPING PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS STRUCTURAL NOTES ~WT USED 32. SYN-1.1 SYNTHETIC TURF DRAINAGE PLAN 33. SYN-1.2 SYNTHETIC TURF DRAINAGE DETAILS 34. L-3.01 IRRIGATION PLAN 35. L-3,02 IRRIGATION PLAN 36, L-4.01 IRRIGATION DETAILS 37, L-5.01 PLANTING PLAN 38. L-5,02 PLANTING PLAN 39, L-6.01 PLANTING DETAILS 40. E-0,01 GENERAL NOTES, & SYMBOL LIST 41. E-0.02 SINGLE LINE DIAGRAM, PANEL SCHEDULES 42. E-0,03 RESTIROOM LIGHTING PLAN 43, E-0.04 DETAILS 44. E-0.05 TITLE 24 (PROVIDED WITH FINAL PACKAGE) 45. E-1.01 SITE ELECTRICAL PLAN 46. E-1.01A PARKING PHOTOMETRIC PLAN 47. E-1.02 SITE ELECTRICAL PLAN 48. E-1.02A SITE PHOTOMETRIC PLAN 49. E-2.01 SPORTS LIGHTING PLANS 50. E-2.02 SPORTS LIGHTING PLANS 51. E-2.03 SPORTS LIGHTING PLANS THESE REGORD DRAY'JIN6S ARE BASED ON GONTRAGTOR AS-SUIL T DRAY'JIN65 PREPARED BY ENVIRONMENTAL GONSTRUGTION ON GONSTRUGTION DOGUMENTS DATED "1/15/2020. GITY PROVIDED AS-BUIL TS SUPPLIED TO RJM DESl6N 6ROUP, ING. ON IO/b/2021. GONTAGT, KATHRYNE GHO, PROJEGT MANA6ER, PUBLIC, WORKS DEPARTMENT. NEITHER RJM DESl6N 6ROUP, ING. NOR THEIR SUB-GONSULTANTS SHALL BE HELD RESPONSIBLE FOR INAGGURAGIES OF THE GONTRAGTOR SUPPLIED FIELD INFORMATION OR AS-BUil T GONDITIONS. FIFTH AVE IR I S A V E GO L D E N R O D A V E FIFTH AVE NO PA R K I N G NOPARKING L.O.W. L.O.W. L. O . W . L.O.W. L. O . W . L.O. W . L.O.W. L. O . W . L.O . W . L.O.W. NO PA R K I N G L-1.01 L-1.02 SITE INDEX MAP SCALE: 1"=40' P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA C R AIGD.S E N S E N B A CH LICENS E N O . 2 5 47 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 SITE INDEX MAP T-0.02 2 MA T C H L I N E HARBOR VIEW ELEMENTARY L-1.03MA T C H L I N E D I I □ I '· : ·---., ! ~ UNDER.6R.OUND SER.VIC-E ALERT GALL 811 TV'IO V'IOR.KINe DAYS BEFORE YOU Die ' ' ' I I I ( I / ,,/ / ~~:~------ MDESIGN GROUP I / I I I / ' ' ' ' I I I I I \ ' I I I \ I I I I ,/ \ I I I \,I 1, J \ I ' .\ \ ' I I • .l..---··-··-··1 r-··-··-··-··-··- P-5264-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENTNO. DATE DESCRIPTION OF REVISIONS GRANT HOWALD PARK REHABILITATION 7476-2 APPROVED REVIEWED: CITY PROJECT MANAGER DESIGNED: CHECKED: DRAWN: DATE: PLANS PREPARED BY: CIVIL ENGINEERING CONSULTING 999 CORPORATE DR., SUITE 100 LADERA RANCH, CA 92694 p: 949.463.8822 e: tec@civtec.net THOMAS E. CARCELLI, R.C.E. #81640 10/18/2021 STAFF 10/18/21 TEC TEC (19P11) 51SHEET OF 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 GRADING NOTES GENERAL 1. ISSUANCE OF A PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS AND CONDITIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. NOT USED. 3. NOT USED. 4. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 5. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 6. NOT USED. 7. NOT USED. 8. THE APPROVED CONTRACT DOCUMENTS SHALL BE ON THE JOB SITE AT ALL TIMES. 9. CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 10. APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 11. NOT USED. 12. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 13. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 14. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A “STOP WORK” ORDER. 15. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000 WITH GLUED JOINTS. 16. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. EROSION CONTROL 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. 5. CONTACTOR SHALL RETAIN A QUALIFIED SWPPP DEVELOPER (QSD) TO PREPARE A SWPPP FOR THE PROJECT. THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN THE REQUIREMENTS OF THE SWPPP, INCLUDING ALL REQUIRED BMPS DURING ALL PHASES OF THE WORK. THE IMPLEMENTATION OF THE SWPPP SHALL BE PERFORMED BY A QUALIFIED SWPPP PRACTITIONER (QSP) TO BE RETAINED BY THE CONTRACTOR. SWPPP IMPLEMENTATION SHALL BE SUBJECT TO INSPECTION BY THE CITY AND ANY IDENTIFIED DEFICIENCIES SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR’S EXPENSE. REQUIRED INSPECTIONS 1. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY PUBLIC WORKS INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTORS, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY PUBLIC WORKS INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. GRADING FILLS/CUTS 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. 5. FILLS SHALL 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. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8. NOT USED. 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE PUBLIC WORKS DEPARTMENT MAY REQUIRE REMOVAL AND REPLACEMENT OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR. 12. NOT USED. 13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CITY INSPECTOR FOR APPROVAL. 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE CITY INSPECTOR PRIOR TO CONSTRUCTION. 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE CITY INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR APPROVAL. DOCUMENTATION 1. AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGE FACILITIES. HE/SHE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS. SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. 3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. NOTE: EXISTING TOPOGRAPHY WAS PROVIDED BY GUIDA SURVEYING, INC., DATED SEPT. 27, 2019. NO WARRANTY IS MADE BY civTEC AS TO THE ACCURACY OF THE EXISTING FIELD CONDITIONS SHOWN. CONTRACTOR SHALL VERIFY EXISTING FIELD CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY CITY IMMEDIATELY OF ANY DISCREPANCY. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. LOCATE ALL UTILITIES BEFORE CONSTRUCTION. NOTICE TO CONTRACTOR CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING, AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ANY NECESSARY ADJUSTMENTS TO ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PREVENT DAMAGE TO ANY UTILITY FACILITIES SHOWN AND ANY OTHER FACILITIES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON THESE PLANS AGREE THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THEY WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. THIS INCLUDES PROVIDING FOR THE SAFETY OF ALL PERSONS AND PROPERTY AND SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTORS AND SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER AND DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DESIGN PROFESSIONAL. TITLE SHEET PRECISE GRADING PLAN EROSION CONTROL PLAN SHEET SHEET INDEX NUMBER C-0.01 C-0.02 TO C-0.03 C-1.01 TO C-1.02 HORIZONTAL CONTROL/STRIPING PLAN C-2.01 C-3.01 NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE IN ACCORDANCE WITH THE EARTHWORK SPECIFICATION, APPROVED SOILS REPORT AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES *** NOTICE TO THE CONTRACTOR THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR THEIR BID(S) AND CONTRACT(S). THE GRADING CONTRACTOR SHALL BE RESPONSIBLE AND ACCOUNT FOR DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING THE SITE TO DESIGN GRADE. * THE ABOVE CUT/FILL QUANTITIES ARE FOR PLAN CHECK PURPOSES ONLY. THIS CALCULATION DOES NOT INCLUDE SOILS FROM BUILDING OR WALL FOOTINGS, NOR ANY UTILITY TRENCHING. THIS CALCULATION ACCOUNTS FOR 6.5% SHRINKAGE AND NO SUBSIDENCE (TO BE CONFIRMED BY THE SOILS ENGINEER). REMOVALS PER THE SOILS REPORT INCLUDE 8-INCHES BELOW THE SYNTHETIC FIELD, 2-FEET BELOW THE RETAINING WALLS AND 1-FOOT BELOW THE SIDEWALKS AND PAVEMENT/PARKING. CONTRACTOR SHALL REFER TO THE SOILS REPORT FOR STATEMENTS CONCERNING GRADING REQUIREMENTS. DETAIL SHEET CONSTRUCT 3" A.C./6" A.B. PAVEMENT FOR DRIVE AISLES - CONFIRM SECTION WITH SOILS ENGINEER CONSTRUCT TYPE A CURB & GUTTER PER CITY OF NEWPORT BEACH DWG. STD-182-L - C.F. PER PLAN CONSTRUCT CONCRETE 24" STEP OUT CURB PER DETAIL 1, SHEET C-0.02 GENERAL CONSTRUCTION NOTES NO. 25 LF DESCRIPTION QUANTITY *** 1A 15,480 SF 95 LF - 415 LF 50 LF 550 LF CONSTRUCT CONCRETE ROLLED CURB PER CITY OF NEWPORT BEACH DWG. STD-183 - C.F. PER PLAN 1,625 SF 4 3 6 7 5 2 9 8 10 11 12 13 14 15 30 31 32 PROTECT IN PLACE CONSTRUCT 4" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 CONSTRUCT CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 33 34 35 36 37 38 39 CONSTRUCT 6" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 CONSTRUCT PLAYGROUND SURFACE PER LANDSCAPE ARCHITECT PLANS 5 EA CONSTRUCT ATRIUM DRAIN PER DETAIL 3, SHEET C-0.02 - CONSTRUCT 8" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 5, SHEET C-0.02 0 LF 215 LF 1 EA 40 41 - 20 LF SEE SHEET C-3.01 FOR HORIZONTAL CONTROL/STRIPING CONSTRUCTION NOTES SEE SHEET C-2.01 FOR EROSION CONTROL CONSTRUCTION NOTES CONSTRUCT 0" TO 6" CURB FACE TRANSITION PER DETAIL 9, SHEET C-0.02 3 EA CONSTRUCT 3" A.C./4" A.B. PAVEMENT FOR PARKING STALLS - CONFIRM SECTION WITH SOILS ENGINEER 1,500 SF 1B STORM DRAIN CONSTRUCTION NOTES CONSTRUCT FULL-DEPTH A.C. PAVING PER DETAIL 2, SHEET C-0.02 810 LF WDID #: _________________ NORTH EAST CORNER OF GOLDENROD AVE. AND FIFTH AVE. FOR COUNTY OF ORANGE GRANT HOWALD PARK REHABILITATION PRECISE GRADING PLANS STATE OF CALIFORNIA NEWPORT BEACH, CA CITY OF NEWPORT BEACH DEMOLITION PLAN D-1.01 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 UNLESS NOTED OTHERWISE IN THE CONTRACT DOCUMENTS. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. THE ELEVATION OF THE PROPOSED PAVEMENT AND CURB & GUTTER SHALL JOIN AND MATCH THE EXISTING ELEVATION OF THE EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. AREA DISTURBED:2.1± ACRES 0.6± ACRES CUT 1,790 CUBIC YARDS 240 CUBIC YARDS SHRINKAGE *(120) CUBIC YARDS (15) CUBIC YARDS SUBSIDENCE *N/A CUBIC YARDS N/A CUBIC YARDS FILL 890 CUBIC YARDS 730 CUBIC YARDS SHRINKAGE (O/E) *170 CUBIC YARDS 30 CUBIC YARDS SUBSIDENCE *N/A CUBIC YARDS N/A CUBIC YARDS (EXPORT)/IMPORT (610) CUBIC YARDS 535 CUBIC YARDS OVER-EXCAVATION 2,600 CUBIC YARDS 440 CUBIC YARDS * UNKNOWN AT THIS TIME EARTHWORK *** BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE AZIMUTH BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6291 AND STATION GPS NO. 6293 BEING 278°46'17" (REC.), 278°46'18" (MEAS.) PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3K-29-68 DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3K-29-68", SET IN THE NORTHERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHERLY CORNER OF THE "T" INTERSECTION OF PACIFIC COAST HIGHWAY AND IRIS AVENUE, 45 FT. SOUTHERLY OF THE CENTERLINE OF IRIS TO THE WEST AND 36 FT. SOUTHWESTERLY OF THE CENTERLINE OF PCH. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 84.166' [NAVD 88, 2011 LEVELED] TITLE SHEET C-0.01 3 CONSTRUCT TYPE B CURB PER CITY OF NEWPORT BEACH DWG. STD-182 - C.F. PER PLAN APPLY 2 COATS OF ASPHALT EMULSION SEALCOAT PER SSPWC SECTION 203-9 AND SPECIAL PROVISIONS 1 EACONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH DWG. STD.-160-3-A, MODIFY PER PLAN ADJUST MANHOLE/UTILITY BOX/VAULT TO GRADE 3 EA CONSTRUCT SUBDRAIN PER DETAIL 6, SHEET C-0.02 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 285 LF 7 EA COMPLETE CROSS GUTTER PER CITY OF NEWPORT BEACH DWG. STD.-185-L, MODIFY PER PLAN 2 EA NOT USED - CONSTRUCT RUBBER PLAY AREA SUBDRAIN PER DETAIL 7, SHEET C-0.02 0 EA CONSTRUCT SAND PLAY AREA SUBDRAIN PER DETAIL 8, SHEET C-0.02 0 LF CONNECT TO EXIST. CATCH BASIN PER DETAIL 10, SHEET C-0.02 0 EA 3 EA SHEET C-1.01 **SHEET C-1.02 80 LF 50 51 52 CONSTRUCT 1/2" PVC, SCH 40, WATER LINE, BEDDING PER DETAIL 4, SHEET C-0.02 CONNECT TO DRINKING FOUNTAIN - SEE LANDSCAPE ARCHITECT PLANS CONNECT TO EXISTING WATER LINE 1 EA WATER CONSTRUCTION NOTES 2 EA C-1.01 C-1.02 0 LF 0 SF 0 LF - 470 LF 42 LF 0 LF 0 SF 0 EA - 140 LF 0 LF 0 EA - 0 LF 21 EA 0 SF 0 LF 0 EA 2 EA 140 LF 8 EA 0 EA - 16 EA 65 LF 1 EA 0 EA 90 LF 3 EA 2 EA 16 CONSTRUCT SIDEWALK PER CITY OF NEWPORT BEACH DWG. STD-180 3,520 SF 0 SF CONSTRUCT CURB RAMP PER CITY OF NEWPORT BEACH DWG. STD. DWG. NO. 181, CASE PER PLAN - SEE DETAIL 4, SHEET C-0.03 - MODIFY TO 6-INCHES THICK CONCRETE FOR VEHICULAR LOADING -53 CONSTRUCT 2" PVC, SCH 40, WATER LINE, BEDDING PER DETAIL 4, SHEET C-0.02 60 LF -54 1 EARELOCATE EXIST. 2" BACKFLOW PREVENTOR AND CAGE. REPAINT CAGE PER DIRECTION OF CITY OF NEWPORT BEACH AND INSTALL CAGE AND BACKFLOW PREVENTOR OR CONC. PAD PER CITY OF NEWPORT BEACH DWG. STD.-520-L-A CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF NEWPORT BEACH DWG. STD-184-L - MOD. FOR OUTLET PER PLAN ** INCLUDES ADJUSTMENT FOR 0.1-FOOT OF EXIST. TURF REMOVAL ASSUMED NOT BE BE USED FOR FILL. SEE SHEET D-1.01 FOR DEMOLITION CONSTRUCTION NOTES - ALL DEMOLITION ITEMS ARE PER THE DEMOLITION PLAN AND ARE LUMP SUM NOTE TO CONTRACTOR (RE: SCE WORK) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE LATEST APPROVED SCE IMPROVEMENT PLANS FOR FIFTH AVE AND SHALL REVIEW THE PLANS AND FAMILIARIZE THEMSELVES WITH THE UTILITY LINES, PROPOSED AND EXISTING INFRASTRUCTURE AND ALL RELATED IMPROVEMENTS. 17 GRIND AND PATCH EXISTING ASPHALT SURFACE WITH 3/8" MIX PRIOR TO SEAL COAT 1,000 SF - 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EMERGENCY TELEPHONE NUMBERS UNDERGROUND SERVICE !l8Y !:illlliI -~--ALERT SOUTHERN CALIFORNIA GAS COIAPANY (BOO) 624-8153 ,ttofESS10~ ~ ~-• t ,, SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 "+~s-C~e; 'r~ GALL: ~1w "~ -I-" AT&T lELEPHONE COMPANY (BOO) 332-1321 ~ y 'i, c:, ,-,; -.... ~ ((1:0'), '!! CITY OF NEWPORT BEACH UTILITIES Dl'IISION t949) 644-3011 (949) 644-3717 w ~ ~· :I /efF "' '114/.J, 111:: C-81640 "' ~11\\'f ,·· ifff 811 ORANGE COUNTY SANITATION DISTRICT 714) 962-2411 Exp. 09-30-23 ~--,)-4? TIME WARNER CABLE (714) 542-6222 -COX COMIAUNICA llONS .r~ Ct\/\\. ~"to -TV'lO V'lORl<ING DAY5 l'c OF CJll.\fO,: BEFORE YOU DIG DEMOLITION NOTES 3 2 5 4 6 REMOVE EXISTING TREE AND ROOT BALL AND DISPOSE1 PROTECT EXISTING TREE IN PLACE SAWCUT AND REMOVE EXISTING A.C. PAVING AND A.B. AND DISPOSE SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK, STAIRS OR PAD (COMPLETE) AND DISPOSE 7 8 9 PROTECT IN PLACE 10 REMOVE EXIST. FENCE/GATE AND ASSOCIATED POSTS, FOOTINGS, MOW CURBS, ETC. (COMPLETE) AND DISPOSE 11 12 13 LEGEND CONTRACTOR'S RESPONSIBILITY 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2. RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES, UNLESS PERFORMED BY THE CITY OR THE RESPECTIVE UTILITY OWNERS, SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 3. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUS AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTORS AND SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER AND DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DESIGN PROFESSIONAL. PRIVATE ENGINEERS NOTICE TO CONTRACTOR(S) NOTE TO CONTRACTOR: INSTALL 6-FOOT CHAIN LINK FENCE WITH WINDSCREEN AND GATES, WHERE NECESSARY, AROUND THE PERIMETER OF THE SITE AS NEEDED. CONTRACTOR SHALL SUBMIT CONSTRUCTION FENCING PLAN FOR CITY'S REVIEW AND APPROVAL PRIOR TO START OF WORK AND PROTECT THESE FENCES AND KEEP AREA FULLY SECURE DURING DEMOLITION. NOTE TO CONTRACTOR: ALL UTILITIES SHOULD BE SHUT OFF AND CAPPED PER UTILITY COMPANY REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANY PRIOR TO COMMENCEMENT OF WORK.SAWCUT AND REMOVE EXISTING CURB RAMP AND DISPOSE REMOVE EXISTING CURB AND/OR CURB & GUTTER AND DISPOSE LIMITS OF DEMOLITION PROTECT LINE IN PLACE WITHIN DEMOLITION LIMITS REMOVE EXISTING LANDSCAPE/IRRIGATION AND CAP AT LIMITS OF DEMOLITION AND DISPOSE - VERIFY EXTENT AND RECONNECTION WITH IRRIG. PLANS - CONTRACTOR TO COORDINATE WITH CITY LANDSCAPE DEPT. PLUG EXISTING STORM DRAIN AND REMOVE EXIST. PIPE UPSTREAM - INSURE CONTINUITY OF DRAINAGE - SEE SHEET C-1.01 AND C-1.02 6-FOOT TALL CONSTRUCTION FENCE - LOCATION MAY BE REVISED WITH CITY APPROVAL NOTE TO CONTRACTOR: CONTRACTOR SHALL COMPLY WITH THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND SHALL MAINTAIN A COPY ONSITE AT ALL TIMES. NOTE TO CONTRACTOR: ·LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE EXISTING TOPOGRAPHIC SURVEY PERFORMED BY GUIDA SURVEYING, INC., DATED SEPT., 2019, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS. ·CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH) WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID. ·CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING UTILITY LINES. ·CONTRACTOR TO VERIFY AND INFORM THE CITY OF ANY FACILITIES ENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL. ·THE CITY WILL IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN. REMOVE LIGHT POLE, BASE, FOOTING, PULL BOX, CONDUIT AND CONDUCTORS, ETC. (COMPLETE) - SEE ELECTRICAL PLANS FOR CONDUIT RE-ROUTING/CAPPING 14 EXISTING ELECTRICAL/CATV/PHONE VAULT/LINE - SEE ELECTRICAL PLANS FOR CONDUIT RE-ROUTING/CAPPING REMOVE EXIST. RETAINING WALL W/FOOTING, SUBDRAIN (COMPLETE) AND DISPOSE SAWCUT AND REMOVE EXISTING DRIVEWAY AND DISPOSE 15 REMOVE EXIST. DECOMPOSED GRANITE PAVING 16 REMOVE PARKING LOT STRIPING WITH SANDBLASTING 17 RELOCATE OR REPLACE EXISTING TREES - COORDINATE REPLACEMENT AND NEW LOCATION WITH CITY AND PLANTING PLAN P-5264-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENTNO. DATE DESCRIPTION OF REVISIONS GRANT HOWALD PARK REHABILITATION 7476-2 APPROVED REVIEWED: CITY PROJECT MANAGER DESIGNED: CHECKED: DRAWN: DATE: PLANS PREPARED BY: CIVIL ENGINEERING CONSULTING 999 CORPORATE DR., SUITE 100 LADERA RANCH, CA 92694 p: 949.463.8822 e: tec@civtec.net THOMAS E. CARCELLI, R.C.E. #81640 10/18/2021 STAFF 10/18/21 TEC TEC (19P11) 51SHEET OF 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 DEMOLITION PLAN D-1.01 4 0 15 30 60 SCALE: 1"=30' S E EXIST. JUNIPER BUSH5 PALM17 NOTE TO CONTRACTOR: CONTRACTOR TO SCHEDULE A SITE WALK WITH THE CITY PRIOR TO START OF DEMOLITION TO VERIFY ALL ITEMS TO BE SALVAGED, DEDICATION PLAQUES TO BE SAVED, AND TREES TO BE REMOVED, PROTECTED, AND RELOCATED. 18 REMOVE EXISTING PLAYGROUND EQUIPMENT, FOOTINGS, ETC. (COMPLETE) - COORD. SALVAGE WITH CITY 20 REMOVE EXIST. ELECT. LIGHTS ON BLDG. - SEE ELECTRICAL PLANS FOR CONDUIT RE-ROUTING/CAPPING 21 P.P./GUY WIRE TO BE UNDERGROUNDED PER SCE PLANS P.P. SIGN GUY WIRE RISER SIGN GUY WIRE P.P.SIGN ELEC. CABINET P.P. PALM TREE -EUC. TREE TREE TREE -EUC. TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE -RELOCATE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE LIGHT I.C.V. 3 EA ELECT. P.B.WALL I.C.V. 7 EA CONC. MOWCURB FENCE FENCE FENCE FENCE FENCE I.C.V. 7 EA LIGHT & P.B. - SEE DETAIL 6, SHEET L-2.01 FOR PAVING ADJUSTMENT I.C.V. 2 EA BSTR. PUMP B.F.P. I.C.V. 6 EA. W.M. 2 EA LIGHT & P.B. ELECT. P.B. LIGHT & P.B. I.C.V. PKWY. CULVERT 4" PIPE C.B. LIGHT & P.B. - SEE DETAIL 6, SHEET L-2.01 FOR PAVING ADJUSTMENT LIGHT & P.B. - SEE DETAIL 6, SHEET L-2.01 FOR PAVING ADJUSTMENT LIGHT & P.B.LIGHT & P.B. CONC. MOWCURB WALLWALL ELEC. P.B. SIGN I.C.V. 4 EA C.B. C.B. C.B.C.B. C.B. S.D. S.D. S.D. S. D . P.P. SIGN P.P.SIGN CONC. SIDEWALK, CURB & GUTTER 9 . 7 ' L F C O N C . SI D E W A L K , C U R B & GU T T G E R 14 1 . 5 ' L F CO N C . S I D E W A L K , C U R B & G U T T E R 22 REMOVE EXIST. CROSS-GUTTER WITHIN LIMITS OF NEW WORK (SEE SHEET C-1.01) AND DISPOSE MONUMENT CONC. SWALE CONC. SWALE WALL WALL WALL WALL GUY WIRE P.P. TREE WALL C.B. LIGHT S.D.C.O. I.C.V. LIGHT S.D.C.O. 17 23 REMOVE EXIST. PARKWAY CULVERT (COMPLETE) AND DISPOSE 24 REMOVE EXIST. CONCRETE SWALE (COMPLETE) AND DISPOSE 25 REMOVE EXIST. CATCH BASIN (COMPLETE) AND DISPOSE 26 SEE IRRIGATION PLANS FOR DISPOSITION 19 REMOVE EXISTING PLAYGROUND SURFACE, SUBSURFACE DRAINAGE, WALLS, CURBS, SUBSURFACE MATERIALS, ETC. (COMPLETE) AND DISPOSE 21 4 10 5 21 9 22 7 TREE 2 7 7 FENCE 5 2 5 5 21 21 5 35 21 10 3 3 3 10 14 5 23 1 25 1 1 1 1 1 1 1 5 1 1 21 13 21 13 104 ELECT. LINE 5 22 10 4 W.M.5 6 1 6 26 2 6 11 5 1 16 16 1616 16 5 5 25 26 21 8 24 25 5 25 13 8 25 24 8 5 21 258 13 5 26 31 1 26 1 10 31 13 FENCE LIGHTS ON EXISTING BUILDING TREE 2 SEWER LINE 5 WATER LINE5 20 10 3 3 3 11 5 11 5 26 5 5 I.C.V.26 5 26 8 4" PIPE 8 7 7 7 7 7 5 4 26 5 5 6 65 4 B.F.P. TRASH DRINK. FTN. COLUMN -TYP. ELECT. P.B. S.D.5 S.D.5TREE -REPLACE S.D.5 UTILS.5 2 5 5 32 34 27 8 82 2 2 5 26 5 5 5 2 2 2 2 2 2 5 2 2 2 2 2 2 2 2 2 2 2 2 17 2 2 2 2 1 STAIRS AND WALK 4 4 1819 18 191819 4 7 2 8 5 7 7 7 7 4 4 4 WALL5 6 12 7 3 2 FENCE 5FENCE @ WALL 30 ADA SIGN29 ADA SIGN29 FENCE 6 GUY WIRE 21 WALL 28 27 BACKFLOW PREVENTOR AND CAGE TO BE RELOCATED - SEE SHEET C-1.02 28 REMOVE EXIST. STACKED STONE RETAINING WALL (COMPLETE) AND DISPOSE - COORD. SALVAGE WITH CITY 29 REMOVE EXIST. SIGN, FOOTING (COMPLETE) - COORD. SALVAGE WITH CITY 30 REMOVE EXIST. CHAIN LINK FENCE AND DISPOSE - POSTS TO REMAIN - SEE LANDSCAPE ARCHITECT'S SHEET L-2.04 31 REMOVE EXIST. UTILITY DEVICE - COORD. SALVAGE WITH CITY - SEE IRRIGATION PLANS 32 REMOVE EXIST. DRINKING FOUNTAIN - COORD. SALVAGE WITH CITY - PLUG EXIST. SUPPLY/WASTE LINES FOR FUTURE CONNECTION DRINK. FTN.32 33 REMOVE EXIST. FIELD (COMPLETE) PER SOILS ENGINEER RECOMMENDATIONS 34 REMOVE EXIST. BIKERACK, PICNIC TABLES, BBQS AND SITE FURNISHINGS - COORD. SALVAGE WITH CITY 15 15 33 33 33 33 33 WALL13 34 WITHIN PROJECT LIMITS PLANTING/TREES/IRRIG., ETC.2PLANTING/TREES/IRRIG., ETC.2 PLANTING/TREES/IRRIG., ETC. - VERIFY LIMITS WITH LANDSCAPE ARCHITECT'S PLANS 2 PLANTING/TREES/IRRIG., ETC.2 PLANTING/TREES/IRRIG., ETC.2 1. A SURVEY OF EXISTING CONDITIONS SHALL BE PERFORMED AND CORRELATED WITH REQUIREMENTS INDICATED TO DETERMINE AND VERIFY THE EXTENT OF DEMOLITION REQUIRED. 2. CONTRACTOR SHALL RECORD EXISTING CONDITIONS BY USE OF PRE-CONSTRUCTION PHOTOGRAPHS, PRE-CONSTRUCTION VIDEOTAPES, AND DRAWINGS AS APPROPRIATE. 3. A SURVEY SHALL BE PERFORMED AS WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM DEMOLITION ACTIVITIES. 4. CONTRACTOR SHALL KEEP INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED AND REINSTALLED AND ITEMS TO BE REMOVED AND SALVAGED. 5. CONTRACTOR SHALL COORDINATE WITH THE OWNER THE STORAGE AND DELIVERY OF ITEMS TO BE SALVAGED. 6. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AS THE FIRST ITEM OF WORK AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. 7. WHEN UNANTICIPATED ELECTRICAL, STRUCTURAL, OR OTHER ELEMENTS INCLUDING STORM DRAIN, WATER AND SEWER LINES THAT CONFLICT WITH INTENDED DESIGN ARE ENCOUNTERED, CONTRACTOR SHALL INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF CONFLICT AND CONTRACTOR SHALL PROMPTLY SUBMIT A WRITTEN REPORT TO THE ENGINEER. 8. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED AND: ·SHALL ARRANGE TO SHUT OFF INDICATED UTILITIES WITH UTILITY COMPANIES. ·IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BEFORE PROCEEDING WITH DEMOLITION CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES/SYSTEMS THAT BYPASS AREA OF DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTS OF BUILDING AND SITE. ·SHALL CUT OFF PIPE OR CONDUIT IN WALLS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING. WHERE ENTIRE WALL IS TO BE REMOVED, EXISTING SERVICES/SYSTEMS MAY BE REMOVED WITH REMOVAL OF THE WALL. CONTRACTOR SHALL CUT OFF PIPE OR CONDUIT SO IT WILL NOT BE VISIBLE IN FINISHED CONSTRUCTION. 9. CONTRACTOR SHALL PROTECT EXISTING SERVICES/SYSTEMS INDICATED AGAINST DAMAGE DURING DEMOLITION OPERATIONS. 10. INACTIVE OR ABANDONED UTILITIES SHALL BE DISCONNECTED, REMOVED, AND PLUGGED OR CAPPED SUBJECT TO THE LOCAL GOVERNING AGENCIES. 11. ACTIVE UTILITIES SHALL BE PROTECTED BY AND AT THE EXPENSE OF THE CONTRACTOR. KEEP ANY REQUIRED UTILITY IN OPERATING CONDITION DURING THE ENTIRE PERIOD OF WORK, INCLUDING EXISTING IRRIGATION SYSTEMS FOR LANDSCAPE MAINTENANCE. 12. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT KNOWN OBSTRUCTIONS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. ASSUME RESPONSIBILITY FOR ALL NECESSARY REVISION DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 13. CONTRACTOR SHALL CONDUCT DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. 14. CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN AND: ·SHALL PROVIDE TEMPORARY WEATHER PROTECTION, DURING THE INTERVAL BETWEEN DEMOLITION OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND NEW CONSTRUCTION, TO PREVENT WATER LEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR AREAS. ·SHALL PROTECT WORK THAT IS TO REMAIN OR THAT IS EXPOSED DURING DEMOLITION OPERATIONS. ·SHALL COVER AND PROTECT EQUIPMENT THAT HAS NOT BEEN REMOVED. 15. CONTRACTOR SHALL PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES THAT REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. CONTRACTOR SHALL STRENGTHEN OR ADD NEW SUPPORTS WHEN REQUIRED DURING PROGRESS OF DEMOLITION. 16. DEMOLITION AND REMOVAL WORK SHALL BE CAREFULLY PERFORMED TO AVOID DAMAGE TO EXISTING TREES NOTED ON THE PLANS TO REMAIN. 17. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ADOPTED EDITIONS OF THE UNIFORM BUILDING CODE, THE AMERICANS WITH DISABILITIES ACT, AND ALL OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. 18. CONTRACTOR SHALL USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN THE LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS: ·SHALL NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED, USING CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN. ·SHALL CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES. ·SHALL NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN FIRE WATCH AND PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS. ·SHALL MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. ·SHALL REMOVE DECAYED, TERMITE-INFESTED, VERMIN-INFESTED, OR OTHERWISE DANGEROUS OR UNSUITABLE MATERIALS AND PROMPTLY DISPOSE OF OFF-SITE. ·SHALL LOCATE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON STRUCTURES TO REMAIN. 19. CLEAR THE SITE OF GRASS, WEED GROWTH, RUBBISH, DEBRIS, PAVEMENT, CONCRETE, INACTIVE OR ABANDONED FACILITIES (VERIFIED BY THE AGENCY), THAT ARE TO BE REMOVED FOR CONSTRUCTION OF THE SITE IMPROVEMENTS TO THE LIMITS AND DEPTHS SHOWN ON THE PLANS. 20. ABANDONED UNDERGROUND FACILITIES (VERIFIED BY THE AGENCY), ROOTS THREE INCHES IN DIAMETER AND LARGER, AND ROCKS AND BROKEN MASONRY LARGER THAN 4 INCHES IN ANY DIMENSION SHALL BE REMOVED TO A MINIMUM DEPTH OF 12" BELOW FINISH GRADE. 21. ALL DELETERIOUS MATERIALS WITHIN THE LIMITS OF THE WORK SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR, WHO SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY ALL RELATED COSTS. 22. CONTRACTOR SHALL REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM AT THE CONTRACTOR'S EXPENSE IN AN EPA-APPROVED LANDFILL AND: ·SHALL NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. ·SHALL REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. 23. CONTRACTOR SHALL NOT BURN DEMOLISHED MATERIALS. 24. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATIONS AND RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE DEMOLITION OPERATIONS BEGAN. DEMOLITION GENERAL NOTES NOTE TO CONTRACTOR: CONTRACTOR TO PROTECT ALL PLANTING/IRRIGATION NOT A PART OF SCOPE DURING CONSTRUCTION. EXISTING TREES, SHRUBS, AND TURF TO REMAIN NEED TO BE IRRIGATED DURING CONSTRUCTION. CONTRACTOR TO REVIEW WITH CITY PRIOR TO CONSTRUCTION. 9 93.5'252.7' FENCE 5 35 ELEC. CABINET TO BE RELOCATED BY AT&T I.C.V.26 UTIL.5 UTIL.5 PULL BOX 5 SIGN 5 7 REMOVED GRASS EXISTING PIPE NOT LOCATED IN FIELD REMOVED ADDITIONAL PAVEMENT REMOVED WALL (COMPLETE) 1010 ' I I I I I I • I I I I I I I '!'fl ,..,_c I I I I I I * I I I I I I I I I I I I I I 30' 30' I I I I I I I I I I I .. .. 'si "" a Q ! a .... Q (.!) I I lf'l'l r I I I I I I I I I I I I I I I I I I I I I D 1 D1---.-........._ ,, I a,~• i-----¼-- 1 • --=-l ___ )~- I I -------,-- 1 I I I I I ---r I ■■■■■■■■■■ GALL: 811 TV'lO V'lORl<INe DAY5 BEFORE YOU Die I I , •. I I " r,o o Q o o o 1"0 0o O O O 0 O oO o 000 0 000000 0 □--./ oO Q 00 v_ ---,·,•.-·1a•n\C;fl:-'lfit - - - - - - - - - N ---------------~--- • • • O Oo 00 0 o o o 0 o oo oe, ~ ~ □ □ □ -------------~~-----, I I I I I □ □ □ □ ~ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ • • • #{J • • □1-~ ~ PARCEL 1 □ 01----------.. ~-----□ DI--< -□- ... • --! • I I <ft"" I I I I I I I I;\! I I "" I I "' ii ;;, ~-----□ D - - PARCEL 3 ... II 1 -/ //~------/ I I I I I I I 111 I I I I I I ' ' - - □ 0 • I I~ 0 0 / _J_ -:-=c=:-=c'= .:::::::=.=-r- 1 I I Oi I NOTE: TRENCHES ADJACENT AND PARALLEL TO BUILDING FOUNDATIONS SHALL NOT BE BELOW A 1:1 PLANE PROJECTED DOWNWARD FROM THE BOTTOM EDGE OF THE ADJACENT FOOTING AND NOT CLOSER THAN 18" FROM THE FACE OF FOOTING. IF THIS CONDITION OCCURS THE ADJACENT FOOTING SHOULD BE DEEPENED OR THE UTILITY CONSTRUCTED AND THE TRENCH BACKFILLED AND COMPACTED PER RECOMMENDATIONS IN THE SOILS REPORT PRIOR TO FOOTING CONSTRUCTION. NOTE: ·SEWER AND WATER MIN. HORIZONTAL SEPARATION IS 10 FEET. ·WATER MINIMUM COVER DEPTH = 36" ·SEWER MINIMUM COVER DEPTH = 36" - SEE PLAN ·PLACE MARKING TAPE ON ALL BURIED PIPING OUTSIDE BUILDING FOOTPRINT. BA C K F I L L 6" TO 8" 6" MI N . PIPE O.D. 12 " MI N . TRENCH WIDTH AS REQUIRED FOR PIPE 3 P.C.C. OR A.C./A.B. OR TOP SOIL UNDISTURBED SOIL GRANULAR MATERIAL (S.E.=30 MIN.) - PLACEMENT PER SOILS REPORT BACKFILL - COMPACT TO 90% RELATIVE DENSITY - VERIFY W/SOILS ENGINEER - SHALL BE PER SECTION 306-1.3 OF SSPWC FINISHED SURFACE C.F. TRANSITION9 FINISH SURFACE 1" 4" O R 6 " TOP OF CURB CURB FACE CONTROL JOINT PER PLAN (5-FEET IF NOT SHOWN) STORM DRAIN SIZE & TYPE PER PLAN USE 90° HUB x HUB ELBOW FOR END OF LINE CONDITIONS - NDS OR EQUAL - SIZE PER PLAN INVERT ELEVATION PER PLAN 4"Ø PVC SCH 40 PIPE ADAPTOR - NDS OR EQUAL - SIZE AS REQUIRED FOR PIPE SIZE 6" BLACK STEEL OR HIGH STRENGTH PLASTIC ATRIUM DRAIN - NDS OR EQUAL - USE FLAT GRATE IN TURF AREAS TOP OF GRATE (TG) PER PLAN 1' M I N . FLOW SLOPE PER PLAN SLOPE PER PLAN ATRIUM DRAIN UTILITY BEDDING4 4" 6" TOP OF CURB CURB FACE CONTROL JOINT PER PLAN (5-FEET IF NOT SHOWN) 0" CURB FACE TO 4" OR 6" CURB FACE 4" CURB FACE TO 6" CURB FACE CURB FACE P-5264-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENTNO. DATE DESCRIPTION OF REVISIONS GRANT HOWALD PARK REHABILITATION 7476-2 APPROVED REVIEWED: CITY PROJECT MANAGER DESIGNED: CHECKED: DRAWN: DATE: PLANS PREPARED BY: CIVIL ENGINEERING CONSULTING 999 CORPORATE DR., SUITE 100 LADERA RANCH, CA 92694 p: 949.463.8822 e: tec@civtec.net THOMAS E. CARCELLI, R.C.E. #81640 10/18/2021 STAFF 10/18/21 TEC TEC (19P11) 51SHEET OF 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 FLOW USE ECCENTRIC REDUCER WHEN JOINING TO LARGER DIAMETER DOWNSTREAM PIPE USE MULTIPLE TEES AND ELBOWS AS REQUIRED WHEN JOINING MULTIPLE PIPES TOP OF SLOPE BERM12 2' 6" SLOPE PER PLAN - 2% TYP. 1 MIN. 2 4' 12 "SLOPE PER PLAN - 2% TYP. CUT OR FILL SLOPE TOP OF SLOPE PER PLAN 6-FOOT WIDE TOP OF SLOPE BERM 3-FOOT WIDE TOP OF SLOPE BERM 2' 6' 1' 3'CUT OR FILL SLOPE TOP OF SLOPE PER PLAN 1 MIN. 2 ROUNDED TOP ROUNDED TOP SAWCUT AT 18-INCH MIN. WIDTH OR PER PLAN EXISTING A.C. PAVING FULL-DEPTH DEEP LIFT A.C. PAVING2 SA W C U T EX I S T I N G A . C . EX I S T . A . B . FULL DEPTH AC PAVEMENT (C2-PG 64-10) 12 " M I N . D E P T H PROPOSED CURB & GUTTER SLOPE TO DRAIN DETAIL SHEET C-0.02 5 6" T Y P . 24" 24" CONCRETE STEP-OUT CURB1 8" NOTE: ·SEE LANDSCAPE ARCHITECT PLANS FOR CONTROL JOINT LOCATIONS AND DETAILS. ·USE TYPE II/V P.C.C. CONCRETE PER SPECS. SURFACE PER LANDSCAPE ARCHITECT'S PLAN CONTINUOUS 12" WIDE TOP OF CURB - NO SEPARATE POUR 3" CLEAR MIN. 2 - #3 REBAR - CONTINUOUS PA V E M E N T S E C T I O N PE R P L A N SECTION SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. RUBBER SURFACE PLAY AREA SUBDRAIN7 FINISH GRADE PER PLAN RUBBER SURFACING PER LANDSCAPE ARCHITECT'S PLAN. PRE-CAST CONCRETE CATCH BASIN WITH FRAME - BROOKS PRODUCTS 1212 CB OR EQUAL CAST IRON GRATE - BROOKS PRODUCTS 1212 OR EQUAL - 1/2" MAX. SLOT - GALVANIZED FINISH 1 FILTER FABRIC MIRAFI 140N OR APPROVED EQUAL WRAPPED AROUND GRATE. 2 3 LEGEND 4 5 5 4 1 3 TOP OF GRATE (TG) PER PLAN INVERT (INV) PER PLAN FLOW STORM DRAIN SIZE & TYPE PER PLAN POURED IN PLACE P.C.C. BASE WITH SLOPE TO DRAIN 2 FINISH GRADE PER PLAN 4" PVC (SDR 35) PERFORATED DRAIN LINE @ 0.5% MIN. SLOPE. PERFORATIONS ON BOTTOM OF PIPE. 3/4" WASHED GRAVEL WRAPPED IN FILTER FABRIC 1 FILTER FABRIC MIRAFI 140N OR APPROVED EQUAL. SECURE TO SURROUNDING SUBGRADE PER MANUFACTURER'S RECOMMENDATIONS. 12 " M I N 12" 12 " M I N 2 3 LEGEND 4 5 5 4 1 2 3 TOP OF SUBGRADE (T.O.S.) PER PLAN INVERT (INV) PER PLAN INSTALL SAND PER LANDSCAPE ARCHITECT'S PLAN. TOP OF CONC. (T.O.C.) PER PLAN STORM DRAIN CLEANOUT5 FLOW 2" FINISH GRADE - HARDSCAPE/AC/PCC BODY AND COVER PER BROOKS PRODUCTS NO. 3-RT OR EQUAL 6" TYP. 6" T Y P . 2" MI N . ROUND CONCRETE COLLAR - CAN OMIT COLLAR IF ADJACENT PAVEMENT IS AT LEAST 4" THICK PAVED AREA PLANTING AREA 6" TYP. FLUSH SQUARE CONCRETE COLLAR CAP WITH SCREW TOP PVC 45° WYE - USE 45° HUB x HUB ELBOW FOR END OF LINE CONDITIONS - NDS OR EQUAL - SIZE PER PLAN STORM DRAIN SIZE & TYPE PER PLAN 4" - 45° HUB x HUB ELBOW - NDS OR EQUAL 4" PVC PIPE (SCH 40) - NDS OR EQUAL NOTE: ·USE 4,500 p.s.i., TYPE II/V CONCRETE IN TRAFFIC AREAS ·USE 3,250 p.s.i., TYPE II/V CONCRETE IN LANDSCAPE AREAS ·BACKFILL TO TOP OF 45° BEND WITH SAME MATERIAL AS PIPE BACKFILL UNDISTURBED SOIL 2" 12 " M I N . 12" SUBDRAIN6 FILTER FABRIC - MIRAFI 140N OR APPROVED EQUAL 3/4" TO 1-1/2" OPEN GRADED GRAVEL - NOT LESS THAN 2 SQUARE FEET PER LINEAR FOOT 4" P.V.C. (SCH 40) PERFORATED PIPE,- PERFORATED HOLES AT THE BOTTOM 4"±4"± FULL OVERLAP OF FILTER FABRIC SCALE: N.T.S. SAND PLAY AREA SUBDRAIN8 SCALE: N.T.S. SCALE: N.T.S. BREAK INTO BACK OF EXIST. CATCH BASIN DETAIL10 NOTE: ·USE 3,250 p.s.i., TYPE II/V CONCRETE 6" 24" NEATLY CORE INTO EXIST. CATCH BASIN AS NECESSARY FOR NEW CONNECTION CONCRETE COLLAR NEW STORM DRAIN PIPE PER PLAN 3 - #4 HOOPS #4 @ 12" O.C. BEND EXIST. STEEL REINF. INTO NEW COLLAR AS AVAILABLE EXIST. CATCH BASIN INVERT PER PLAN) EXIST. REINFORCEMENT 0.5% MIN0.5% MIN 2% MIN2% MIN EXPANSION JOINT (IF ADJACENT TO CONCRETE) NOTE: ·USE FLAT GRATE IN TURF AREAS. ·ALL GRATES TO BE BLACK IN COLOR. PROP. RETAINING WALL PROP. RETAINING WALL FOOTING GRANULAR MATERIAL (S.E.=30 MIN.) - PLACEMENT PER SOILS REPORT 3/8-INCH LIP ' "'Z· ,7/':' /':' /',,' ,-?>.-/::.?· "/:' UNDERGROUND SERVICE ALERT GALL 811 TV'lO V'lORl<INe DAY5 BEFORE YOU Die I I I I I I L __ □ □ □ □ □ L ____ _ _L _____ _ □ □ □ □ □ _L _____ _ L ' ' ' ' ' ' ' -------, \ >,' '1 i,.// /)\ ' ' ' ' ' i _,,,,--___________ ,,,., _; / I / / / 7 J - ----- ---- \ " ' r V V: - _j 1· • 1-1 I ' ' ' P-5264-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENTNO. DATE DESCRIPTION OF REVISIONS GRANT HOWALD PARK REHABILITATION 7476-2 APPROVED REVIEWED: CITY PROJECT MANAGER DESIGNED: CHECKED: DRAWN: DATE: PLANS PREPARED BY: CIVIL ENGINEERING CONSULTING 999 CORPORATE DR., SUITE 100 LADERA RANCH, CA 92694 p: 949.463.8822 e: tec@civtec.net THOMAS E. CARCELLI, R.C.E. #81640 10/18/2021 STAFF 10/18/21 TEC TEC (19P11) 51SHEET OF 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 DETAIL SHEET C-0.03 6 18 ' M I N . PARKING STALL STRIPING3 PAINT 4" WIDE WHITE STRIPES PER STD. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 9' TYP. (PER PLAN) 6' 5- 1 2" 7" 9" LEGEND: #5 REBAR WITH 2'-0" EMBEDDED INTO ASPHALT. #3 REBAR TOP OF ASPHALT. NATURAL GRAY PRECAST CONCRETE WHEELSTOP. EPOXY WHEELSTOP TO PAVING NOTES: 24 " PLAN ADA (REGULAR AND VAN) PARKING STALL WHEEL STOP2 PAINT 4" WIDE BLUE STRIPE INSTALL ADA PARKING STALL SIGNS PER LANDSCAPE ARCHITECT DRAWINGS TRUNCATED DOMES - WAUSAUTILE STANDARD TEXTURE ADA-3, STANDARD COLOR U3008 - WHERE SHOWN ON PLAN 12 : 1 M A X . CURB RAMP PER PLAN WHEEL STOP PER DETAIL THIS SHEET 6" C.F. 3' O . C . TYP. PAINT "NO PARKING" IN WHITE LETTERS 12" HIGH PER CBC SEC. 11B-502.3.3 PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY MIN. 36"x36" PER CBC SEC. 11B-502.6.4.1 AND 11B-703.7.2.1NO PARKING VAN 9' MIN. - SEE PLAN 5' MIN. TO 8' MIN. FOR VAN - SEE PLAN 9' MIN. - SEE PLAN 2' 18 ' M I N . 0" C.F. 1 1 2 3 4 A A 3 1 2 4 A 3 2 1 4 41 3' 2' PAINT 4" WIDE BLUE STRIPE PAINT 4" WHITE STRIPE (TYP.) SEE PLAN SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 4' MIN. - WIDTH PER PLAN CITY OF NEWPORT BEACH STD. DWG. NO. 1814 SCALE: N.T.S. UNDERGROUND SERVICE ALERT GALL: 811 TV'lO V'lORl<INe DAY5 BEFORE YOU Die 10:t I.IAX j AT CU~B ;j, ;:«« ~ ~ o;o• :,««"'"' ooo, . . . CASE "A" CASE "B" • fRONI Er.GO Of Sl~C.:'11.~LK RETAININr. CJRfl W NCLCSS~t,•v A.I __ PROFERTv UN£ cc -morn ED~E OF Sl~EWALK I ~ va.RIABLE ~ F o· :0 I I J h CULL HEIGH ~F o· 1w. I '/AAl.•.Btr CF I O" CF CASE"E" RtTllllllNG cu.,a ~" H IGHT CF " •,'~RIABLE ~1 I " " " I ' ' I ! O" CF rRctn EOG£ OF ~ DE'~l,LK J_ / - FULL J f-EIGHT CF CASE "F" AP!'. ~Q · CASE "C" U:01:. \o\'rll:.N 5IL:1:.W,'LK 15 Ll:.C,~ --"~) __ __---i-4' ldN -i-·-1---. • •. cr I H/'.N 0 WIUC. ,l:i: Z:lil~AXml 1\,·rN .// .i; ! \\ /-FROOT ECCC , "' \/ Cf' SIDC'll.'11.K / ;\ ·o:i; M~>: --· AT Cl.RB CASE "D" CITY cr1G l!EER . - IIG. mcNI [D•L OF SIDEW/,LK CASE "G" 1·uLL H~IGHl I," CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS S,.'>JDKR) o,vw;mG "'- CURB ACCESS RAMP 181 SECTION A·A TIJP OF RAt.lP - SECTION B·B DC~'1ECS ::rmRE S·DE'//A_K AS REQUIRED S:CTAlrJ NG CU:13, SECTION C·C I-- 2.J" I.IN ~NO 2.4• llh,: CENTER TO crnTcR SPA~ING, nP. RAISED TRUNCATED DOME PATTERN (IN-LINE) Bt.SE Dlt,MER 0.~" MN AJID 0 C2" MAX RAISED TRUNCATED DOME err, E"GINEER FROm EDGE -, OF SIDEWALK NOTES: Crlttl I lit-j CASE "H" I. CURB A~D CUITE' YIIL. BE p,JURED FIRST A~D RAMP mE FCLLOWI~~ DAY J,J Gl1[ATc ~CU· JOl~T. 2. L'XATION'i ~H7 CR·JSS GUill~ SCAll HAI'[ OP.'.N[fi[L REFLSCED. 3, PARKWAY L1'NOSC.A'E At/0 IRSG1,J10t, SIIALL DE I.IQOIFIEO IN KIISO, PAY .IMIT \_ EG •,_ l C/f. DETAIL A Pt,Y LIMIT BGR/EGR "---'2.' ,\(; ~,\IGH CURB RAMP PAY LIMIT ocsc.,1PT1CN CF RMSl·Jfl5 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS CURB ACCESS RAMP 181 D~TE: S/1E/2ll!J NOTES IF DISTANCE Ff;OM CURB TD BACK OF SICEWAL~ IS -o) SHQF;T ro ACCOMM)D.~TE RA~P AND ~-MIN FLATf,)f;~ (LANDI~,:;1 AS IN CAS:. A, THE SIDEW~.LK MAY BE CEPl'ESSC.C L~GlllJDl~A.LY ~, MAY EE ~mrnrn NO IN CA3E D. 2, IF SIDEll~.LK 15 LESS Tl-lAll 6' ~oc. 11-E FULJ. ~IDTl-1 cc 7-E SID£W>.LK s,A,_L BE DEP'lESSED AS SH0'/,11 IN CASE C, 3 (1!01 USED) 4 (ISOT USED) ~ 1-IC. PAY LIMITS FC•R CURB ACCE':.S RAMPS SHALL 3:_ AS SI-Cl'I\ N CflAIL A. 6 l'lANSlllC-~S FROt.l RAMPS 1: V.ALKS, CUTm;·s. C•R STREI""S SHALL BE F.IJSH ~NC· F:1CE OF ABl'UPT CHANCES. 7 SIDEWALK .~tlD RA.MF H G(NES3, 'T, SHALL BE ~" sm .. B UT,UTY PIJ.L BC·):1:S, MhN·W.ES. ·,~u--s hNJ ,ILL OlHER UllL TY fl,CIJDES W,llilN lliE BOUND~.RIES ff THE cu;s RM,P SH,\LL BE RaOU.lD OR ADJUSTED TO GR.ID:: 9 COOHTERSLOFES OF AOJCllNINC Cl.lTTERS AMO ROAC Sl'WACES IMMEDl~.TEl Y AOJACEIH TO ,AND wrn-1 N 4~• OF THE CUR~ F.QW\.INC SHALL NOi BE STEEPS!< 1-IAN W:2,JH ·'.5.0::). ·o, RAISED TRUHCATEC 001/ES SH~.LL BE C·f,P.K GRAY IN CQ_OR Al'.D SHALL BE ADA PMn~ AS s!ANUFACnREO BY w~.UOAIJ TI.E, INS OF ~'.,CCNSIN, /,D1,-2 COLOR t,-9<l OR 1,PPROl'ED EQUAL. ·, DETECltH.E WA.RN.NG SURFACES SH,I_L EE,\ MIHMIJM or Si!," wl~E PERPENDICLLAR TO ffE Clf;[CTCN or TR,\\U -~NO EXt},D Jij" MlrWUM IN IHE DIRECIIGN 0° -~AIU cm er,_c;:a R RCS D>TE 00 [,ESrnifTION OF f;,f\':s:IOl"5 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS CURB ACCESS RAMP 181 \ 0 0 0 0 II __ 11 j - ' I/ -----~/ [ :>------+ • _______ , __ --------·---,: \ -•~ --- o-1 II II 0 --- ~ ~ ~ ""' ~ "-// /£ ~ -------- FIFTH AVE IR I S A V E GO L D E N R O D A V E FIFTH AVE IR I S A V E G O L D E N R O D A V E P-5264-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENTNO. DATE DESCRIPTION OF REVISIONS GRANT HOWALD PARK REHABILITATION 7476-2 APPROVED REVIEWED: CITY PROJECT MANAGER DESIGNED: CHECKED: DRAWN: DATE: PLANS PREPARED BY: CIVIL ENGINEERING CONSULTING 999 CORPORATE DR., SUITE 100 LADERA RANCH, CA 92694 p: 949.463.8822 e: tec@civtec.net THOMAS E. CARCELLI, R.C.E. #81640 10/18/2021 STAFF 10/18/21 TEC TEC (19P11) 51SHEET OF 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 KEY MAP SCALE: N.T.S. PRECISE GRADING PLAN C-1.01 7 MA T C H L I N E , S E E S H E E T C - 1 . 0 2 0 10 20 40 SCALE: 1"=20' S E C-1.01 25.56 TC 25.06 FL 26.65 TC (26.15) FL JOIN (26.28) TC (25.78) FL JOIN (33.35) FS 0" CF (35.35±) FS (35.4±) FS 27.63 TC (27.13) FL 136 135 0.7 5 % 0.7 5 % 0.7 5 % JOIN (30.85) TC (30.41) FS 1/2" WATER SYN. FIELD STORM DRAIN P.O.C. 6" OUT - 30.00 INV (36.0±) FS 35.96 FS (35.29) FS 35.79 FS (35.38) FS 35.47 FS (35.30 FS 35.30 FS JOIN (35.23) FS JOIN (35.45) FS (35.20) FS 35.74 FS (35.90) FS 36.14 FS (36.40) FS 36.36 FS (36.85) FS 36.52 FS 15 . 6 ' L F RO L L E D CU R B 29.63 TC (29.13) FL 30.45 TC (29.95) FL 30.88 TC (30.38) FL 30.99 TC (30.49) FL 31.06 TC (30.56) FL 30.31 TC (29.81) FL 29.09 TC (28.59) FL 26.65 TC (26.15) FL 26.65 TC (25.15) FL 26.24 TC (25.74) FS 30.85 TC (30.35) FS 32.66 TC (32.16) FS 33.66 TC (33.16) FS 7" CF 34.89 TC (34.31) FSTREE (34.96) FG 35.32 TC (34.82) FS 5" CF 35.82 TC (35.40±) FS 36.42 TC (35.92) FS JOIN (36.65±) TC (36.15±) FS 132 130 128 27.55 FS 27.25 FS 26.75 FS 25.67 FS 2:1 MAX. G B GB G B GB 3% 4.8% 4. 5 % GB GB 31.46 TC 30.96 FS 31.60 FS 29.75 FS 3. 8 % GB GB GB 1. 8 % 3. 6 % 32.35 TC 31.85 FS 34.57 FS 32.11 FS 34.33 FS 34.31 FS 35.02 FS 34.26 FS 33.88 TC 33.38 FS GB GB 34.50 TC 34.00 FS 33.52 FS 34.02 TC 33.52 FS 34.50 TC 34.00 FS 34.65 FS 35.15 FS 2.4% 0. 4 % 35.88 FS (35.0±) INV 4" RECONNECT 33.9 INV 4" 4" PIPE RL 35.65 FS 35.26 FS 35.08 FS2:1 MAX. 35.63 FS 34.95 FS N.I.C.N.I.C.N.I.C. N.I.C. N.I.C. N.I.C. N.I.C.N.I.C.N.I.C. N.I.C. N.I.C. N.I.C.N.I.C. C.O. 25.25 INV 27.0 TG 25.9 INV 27.2 TG 26.1 INV 27.2 TG 26.4 INV GB JOIN (30.11) TC (29.76) FS JOIN (30.25±) TC (29.75) FS 6% 9 % 1. 8 % 0" CF 28.12 FS 0" CF 28.70 FS 1.8% JOIN (35.42) FS 2:1 MAX. 34.1 FG 30.07 BOW 34.60 FS 34.5 FG 31.08 BOW 2:1 MAX. 34.74 FS 34.6 FG 31.15 BOW 34.84 FS 34.4 FG 30.40 BOW 34.93 FS 33.1 FG 29.18 BOW 30.4 FG 26.72 BOW 28.64 INV (28.6±) FL 31.00 BOW 32.75 BOW 35.39 FS 33.75 BOW 35.50 FS 34.84 BOW 35.62 FS 35.08 BOW 35.71 FS 35.41 BOW 35.88 FS D.F. 2:1 MAX. SYN. FIELD OVERFLOW STORM DRAIN P.O.C. 6" OUT - 31.50 INV * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED. NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE IN ACCORDANCE WITH THE EARTHWORK SPECIFICATION AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. JOIN (26.45) BOW 25.10 INV (25.06) FL 0" CF 25.10 FS 25.60 FS 25.66 BOW 25.95 FS 27.05 FS 28.32 BOW W=27' 28.24 TC (27.74) FL 28.03 TC (27.99) FL 29.37 BOW 29.28 TC (28.78) FL 28.61 TC (28.57) FL 29.58 INV (29.54) FL 1. 8 % 1. 8 % 1. 8 % 1. 8 % 1. 8 % 1.8% 1.8% 1.8% 1.8% CONNECT TO STORMTECH CHAMBER - SEE SHEET SYN-1.1 32.0± INV EXIST. LIGHT POLE (35.60) FS 35.84 FS EXIST. LIGHT POLE (35.69) FS 36.20 FS EXIST. LIGHT POLE (36.35) FS 36.38 FS EXIST. LIGHT POLE (34.66) FS 35.41 FS 34.62 FS 34.41 FS 34.25 FS 34.24 FS 1.8% EXIST. LIGHT POLE (32.73) FS 32.7± FG - SEE DETAIL 6, SHEET L-2.01 FOR PAVING ADJUSTMENT 33.1 FG 32.1 FG 30.65 FS 2.2% 3.7% 7% 1. 8 % 0" CF 33.68 FS 0" CF 33.84 FS JOIN (32.5±) FS P/ A 34.50 TC 34.00 FS 0" CF 35.30 FS 35.27 FS 35.4 FS 35.05 FS JOIN (35.52) FS 35.57 FS 35.48 FS JOIN (35.45) FS JOIN (35.6±) FS JOIN (35.39) FS 34.4 FG 30.97 BOW 34.05 FG 30.54 BOW EXIST. LIGHT POLE (33.13) FS 34.70 FS - SEE DETAIL 6, SHEET L-2.01 FOR PAVING ADJUSTMENT 34.84 TW 31.50 TF EXIST. LIGHT POLE (33.58) FS 34.98 FS - SEE DETAIL 6, SHEET L-2.01 FOR PAVING ADJUSTMENT 34.93 TW 30.26 TF 35.09 TW 27.76 TF 25.74 BOW 26.33 BOW 28.4 BOW 35.27 TW 29.27 TF 35.62 TW 33.62 TF 36.42 BOW 36.49 BOW 4" CF 36.33 TC (36.00) FS CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES 1A 30 STORM DRAIN CONSTRUCTION NOTES 50 WATER CONSTRUCTION NOTES LIMIT OF WORK PER LANDSCAPE ARCHITECT PLANS -TYP. LIMIT OF WORK PER LANDSCAPE ARCHITECT PLANS -TYP. LIMIT OF WORK PER LANDSCAPE ARCHITECT PLANS -TYP. LIMIT OF WORK PER LANDSCAPE ARCHITECT PLANS -TYP. LIMIT OF WORK PER LANDSCAPE ARCHITECT PLANS -TYP. LIMIT OF WORK PER LANDSCAPE ARCHITECT PLANS -TYP. TREE (30.4) FG 10 SIGN10 132 CASE "H"7 15 SIGN RISER 10 10 41 3"ØOUTLET 132 16 34 30 30 30 31 31 SIGN10 52 132 11 5 3 51 CASE "G"7 CASE "G"7 W.M. 2 EA.14 12 13 ELECT. CAB. -SEE D-1.01 11 2 8 6 8 8 8 8 8 EXIST. WATER10 50 5 1A1B CASE "A"7 6 31 36 36 10 10 1010 10 10 10 11 3 5 5 WALL 10 WALL 10 WALL 10 WALL 10 132 132 132 132 MONUMENT 101616 16 41 3"x9" RECT.OUTLET- 2 EA. 32 SIGN10 35 35 35 36 32 41 3"x9" RECT. OUTLET- 2 EA. CASE "F"7 15 133 W.M.14 16 16 16 35 133 133 4 4" CF 36.43 TC (36.1±) FS GB 33.37 FS 32.96 FS 35.19 FS 35.34 FS 35.33 FS GB GB 5% 16 D.F.52 31 32 CONSTRUCT 4" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 33 34 35 36 37 38 39 CONSTRUCT 6" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 CONSTRUCT ATRIUM DRAIN PER DETAIL 3, SHEET C-0.02 CONSTRUCT 8" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 5, SHEET C-0.02 40 41 CONSTRUCT SUBDRAIN PER DETAIL 6, SHEET C-0.02 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE NOT USED CONSTRUCT RUBBER PLAY AREA SUBDRAIN PER DETAIL 7, SHEET C-0.02 CONSTRUCT SAND PLAY AREA SUBDRAIN PER DETAIL 8, SHEET C-0.02 CONNECT TO EXIST. CATCH BASIN PER DETAIL 10, SHEET C-0.02 51 52 CONSTRUCT 1/2" PVC, SCH 40, WATER LINE, BEDDING PER DETAIL 4, SHEET C-0.02 CONNECT TO DRINKING FOUNTAIN - SEE LANDSCAPE ARCHITECT PLANS CONNECT TO EXISTING WATER LINE 53 CONSTRUCT 2" PVC, SCH 40, WATER LINE, BEDDING PER DETAIL 4, SHEET C-0.02 54 RELOCATE EXIST. 2" BACKFLOW PREVENTOR AND CAGE. REPAINT CAGE PER DIRECTION OF CITY OF NEWPORT BEACH AND INSTALL CAGE AND BACKFLOW PREVENTOR OR CONC. PAD PER CITY OF NEWPORT BEACH DWG. STD.-520-L-A 1B 55 1B 6 3 WALL PER LANDSCAPE ARCHITECT'S PLANS CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF NEWPORT BEACH DWG. STD-184-L - MOD. FOR OUTLET PER PLAN 36.01 FS 36.34 FS 36.21 FS 36.07 FS 36.05 BOW 35.78 BOW 35.0 FS JOIN (31.9±) TW VERIFY 28.57 TF 31.9± TW 28.57 TF 35 36 SEE DETAIL 'A' BELOW 31.0 FS PAD 31 31 35 35.06 FS 34.31 FS 35.16 FS 34.59 FS 35.30 FS 34.88 FS 35.55 FS 35.21 FS 35.52 FS 35.16 FS CONSTRUCT 3" A.C./6" A.B. PAVEMENT FOR DRIVE AISLES - CONFIRM SECTION WITH SOILS ENGINEER CONSTRUCT TYPE A CURB & GUTTER PER CITY OF NEWPORT BEACH DWG. STD-182-L - C.F. PER PLAN CONSTRUCT CONCRETE 24" STEP OUT CURB PER DETAIL 1, SHEET C-0.02 4 3 6 7 5 2 9 8 10 11 12 13 14 15 PROTECT IN PLACE CONSTRUCT CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT PLAYGROUND SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 0" TO 6" CURB FACE TRANSITION PER DETAIL 9, SHEET C-0.02 CONSTRUCT 3" A.C./4" A.B. PAVEMENT FOR PARKING STALLS - CONFIRM SECTION WITH SOILS ENGINEER 1B CONSTRUCT FULL-DEPTH A.C. PAVING PER DETAIL 2, SHEET C-0.02 CONSTRUCT TYPE B CURB PER CITY OF NEWPORT BEACH DWG. STD-182 - C.F. PER PLAN CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH DWG. STD.-160-3-A, MODIFY PER PLAN ADJUST MANHOLE/UTILITY BOX/VAULT TO GRADE COMPLETE CROSS GUTTER PER CITY OF NEWPORT BEACH DWG. STD.-185-L, MODIFY PER PLAN 16 CONSTRUCT SIDEWALK PER CITY OF NEWPORT BEACH DWG. STD-180 CONSTRUCT CURB RAMP PER CITY OF NEWPORT BEACH DWG. STD. DWG. NO. 181, CASE PER PLAN - SEE DETAIL 4, SHEET C-0.03 - MODIFY TO 6-INCHES THICK CONCRETE FOR VEHICULAR LOADING NOTE: LOCATE SUBDRAIN AROUND POLE FOOTINGS AS REQUIRED -TYP. 34.79 FS 1' B E N C H -T Y P . 2:1 MAX. CONSTRUCT CONCRETE ROLLED CURB PER CITY OF NEWPORT BEACH DWG. STD-183 - C.F. PER PLAN APPLY 2 COATS OF ASPHALT EMULSION SEALCOAT PER SSPWC SECTION 203-9 AND SPECIAL PROVISIONS NOTE: SEE SHEET C-3.01 FOR STRIPING. NOTE: SEE SHEET C-3.01 FOR STRIPING. WALL PER LANDSCAPE ARCHITECT'S PLANS S EDETAIL 'A' SCALE: 1" = 10' (33.3±) FG 34.33 TW 29.67 TF 31.0± FG 32.33 TW 29.67 TF 28.9± FG 32.33 TW 27.67 TF 30.8± FG 32.33 TW 29.67 TF 32.7± FG 33.67 TW 29.00 TF (30.3±) FG 31.67 TW 29.00 TF (31.1±) FG 32.33 TW 29.67 TF (33.3±) FG 34.33 TW 29.67 TF 35 35 35 31 36 36 31 36 2 % 2% 2 % 31.1 FG 30.9 FG 30.95 FG 30.85 FG 30.8 FG 30.8 FG 17 GRIND AND PATCH EXISTING ASPHALT SURFACE WITH 3/8" MIX PRIOR TO SEAL COAT 17 CONFIRM AREA WITH CITY PRIOR TO START OF WORK 36 31 35.18 TW 30.52 TF 33.0 FG 2:1 MAX. NEW 2" R.P.B.D. EXIST. 2" R.P.B.D. 2" WATER "H" 0 -o 0 0 0 ~o 0 0 0 0 0 0 0 0 0 0 0 t.·.·.•.j 0 UNDERGROUND SERVICE ALERT GALL: 811 TY'IO V'IORKING DAYS BEFORE YOU DIG 137.5 ':I'\. \ 137.43").. TC <o .., •. ,+ , t- 13}16 TC (135.25) FL (1J5.~1) UP I \~':, I 0 0 0 0 0 0 0 0 0 0 0 0 I I I t-=J (131.~ FL (~"41"-LIP ~ <( a a er: :z. . lw _.,o a ' -.I SSMH 124.79 RIM 12" wJ..Y (118.83) IN I I t I 02,.J _'\ I (1269_ " I I I I \ \ I lfJJkRW, -- -i ,,,,,? ,,,,i rr ,.,,, ~,, n o,-~ 3 - C, X " TREE X C;, 0-- ~ X ,,i?~- {132 ) ,e· =-j .. 135 " 132.76 rNC[ (132.BO) FS ·-~--'~-'._. , . ,._ .. • .. ~. " L -=--\II. ,u,.,1 " " [..,..,i X f ' ..,..,+ l X X '), ,..,..,+ /JJ.22 FNC[ {IJJ.19) rs 0 0 0 0 0 • ,..,..,+ "PALM T, . -··~--•-·-,-. ..,_: . :· .... ·/ .'•·'• :~·: . _,__,:.i..'._jUi-f--,,- • b.-"' .00) 24" TR£[ -- ----- '), ~"J· ,, + I 145 I -,, u 145 eovvo O 00 V 0 I 135.84) 135.90) 7 rev□ c □c:' .......... I 0-----~ ,------------1-)'-...... C· c, ~.., (• (•:• :";~-- -- • ' (,:, C,:, (,;, " ,,;,---:, I ----6:;;;;S Cj ~ Sc ~ ~ ~ ~~ -- " 136.98 136.97} FNCE 136.99) EOG •' i!c"''S,;!'.!"[e..iit:';<-.'.• 7''J__ /36.13 EOG • -1.16) FNCE ,,~r 21\ [OC /I 35.22) FNCE IJ5~ ___ , __ 'l-___ - -■ --------- LI IP TC FL UP I, I ,-I FIFTH AVE IR I S A V E GO L D E N R O D A V E IR I S A V E P-5264-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENTNO. DATE DESCRIPTION OF REVISIONS GRANT HOWALD PARK REHABILITATION 7476-2 APPROVED REVIEWED: CITY PROJECT MANAGER DESIGNED: CHECKED: DRAWN: DATE: PLANS PREPARED BY: CIVIL ENGINEERING CONSULTING 999 CORPORATE DR., SUITE 100 LADERA RANCH, CA 92694 p: 949.463.8822 e: tec@civtec.net THOMAS E. CARCELLI, R.C.E. #81640 10/18/2021 STAFF 10/18/21 TEC TEC (19P11) 51SHEET OF 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 KEY MAP SCALE: N.T.S. PRECISE GRADING PLAN C-1.02 8 0 5 10 20 SCALE: 1"=10' S E C-1.02 (6.5)% JOIN (28.8±) FS 1. 8 % 1.8 % 34.90 FS 36.9 TW -TYP. JOIN (35.0±) FS JOIN (35.14) FS JOIN (35.07) FS JOIN (35.15) FS JOIN (35.17) FS JOIN (31.38) FS GB 31.98 FS 29.83 FS GB 29.70 FS GB GB 1.8% 3:1 MA X . 29.88 FS TREE (38.1) FG TREE (37.8) FG TREE (37.7) FG TREE (36.3) FG TREE (32.0) FG TREE (27.98) FG TREE (26.00) FG TREE (27.14) FG TREE (28.43) FG TREE (29.06) FGTREE (29.81) FG TREE (31.01) FG TREE (31.95) FG TREE (33.99) FG 28.80 FS JOIN (36.4±) FS JOIN (36.46) FS 35.70 FS 34.90 FS JOIN EXIST. CATCH BASIN (118.2± ) TG 110.0 INV 8" IN (109.15) INV 1 2 9 1 2 6 12 4 12 2 1 2 0 1 2 9 128 131 130 129 3:1 MAX. 3:1 MAX. LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING 34.90 FS 34.90 FS 34.61 FS 29.70 FS 34.61 FS 33.42 FS 32.12 FS 29.85 FS 29.83 FS 29.84 FS 30.00 FS 36.30 FS 29.80 FS 4.8% 1.8 % 0.4% 1.8 % 1.8 % TREE (26.65) FG TREE (28.11) FGMA T C H L I N E , S E E S H E E T L - 1 . 0 1 N.I.C. N.I.C.N.I.C. N.I.C. N.I.C.N.I.C. N.I.C. N.I.C. N.I.C. N.I.C. N.I.C. N.I.C. N.I.C. 2:1 MAX.2:1 MAX. JOIN (34.75±) FS 34.95 FS EXIST. UTILITIES - PROTECT IN PLACE EXIST. UTILITIES - PROTECT IN PLACE EXIST. UTILITIES - PROTECT IN PLACE LIMITS OF GRADING LIMITS OF GRADING 29.85 FS 29.80 FS 29.70 FS 29.70 FS 1.8 % 1.8 % TREE (26.76) FG GB G B 1.8 % 1: 1 2 M A X . 1 . 8 % 1: 1 2 M A X . GB GB 33.33 FS 3.7 % 1. 8 % LIMITS OF GRADING 12 2 12 4 12 6 128 12 8 127 1/2" WATER D.F. CONNECT DRINKING FTN. SUPPLY LINE TO EXIST. OUTSIDE SINK SUPPLY LINE 1 3 1 130 1 3 1 1 3 0 28.80 FS 28.89 FS 29.90 FS 29.05 FS 1. 8 % EXIST. TREE TO BE REMOVED EXIST. TREE TO BE RELOCATED PER LANDSCAPE ARCHITECT PLANS 34.7 TG 33.2 INV 35.3 TG 32.9 INV 29.5 TG 28.5 INV 13 4 13 2 29.6 TG 27.0 INV 29.5 TG 27.0 INV EXIST. STORM DRAIN - PROTECT IN PLACE 3' MIN. TOP OF SLOPE 26.8 TG 25.8 INV 28.3 TG 25.45 INV 27.9 TG 26.35 INV 129 28.1 TG 26.7 INV 29.5 TG 28.1 INV 29.5 TG 28.0 INV 31.1 TG 28.5 INV TREE (29.81) FG 5. 8 ' 10.1' 5. 7 ' 1. 0 ' 1 . 8 ' 3.7' 4 . 5 ' 4 . 2 ' 8.7' 2. 6 ' 8.3 ' 8.5' GB TREE (27.7) FGTREE (28.9) FG 29.00 FS 31.55 FS 31.25 FS 4. 8 % 1.8 % 1.8 % 4. 8 % 30.00 FS 3 % GB GB GB GB GB GB GB 29.10 FS 29.05 FS 4.8 % * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED. NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE IN ACCORDANCE WITH THE EARTHWORK SPECIFICATION AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. NOTE TO CONTRACTOR: CHECK THAT PLAY EQUIPMENT FOOTINGS IN TOT LOT DO NOT INTERFERE WITH CATCH BASINS AND STORM DRAIN PIPE PRIOR TO CONSTRUCTION. 34.85 FS 34.3 TG 33.0 INV HP 36.8 FG 34.57 TOC 34.90 FS 34.90 FS 35.12 FS 0. 9 % (35.19) FF 35.17 FS (35.09) FF 35.07 FS (35.19) FF 35.17 FS GB 34.95 TC 34.95 FS (34.9±) FS 34.95 TC 34.71 FS (34.9±) FS 34.85 FS 34.85 FS 35.00 FS 36.1 TW 32.5 TW 30.8 TW 30.8 TW TREE (29.5) FG 26.8 TG 25.3 INV P/A 1 . 8 % 28.47 TOC28.47 TOC 28.47 TOC 28.47 TOC 1.8% 1.8 % 31.35 FS29.7 TG 28.5 INV 34.57 TOC 34.57 TOC 34.57 TOC 34.57 TOC 34.57 TOC 34.57 TOC HP H P HP HP 33.73 TOS 33.73 TOS 33.73 TOS 33.73 TOS 33.73 TOS 1% M I N . C O N C . -TY P . 1% M I N . CO N C . -TY P . 34.48 TG 32.9 INV 34.48 TG 32.75 INV 34.48 TG 32.6 INV 34.48 TG 32.4 INV 34.48 TG 32.25 INV 2% M I N . SU B . - T Y P . 33.5 TOS 32.7 INV 33.5 TOS 32.6 INV 34.52 TOC 34.28 TOC 34.28 TOC 29.28 TOC 29.28 TOC1% M I N . CO N C . -TY P . 34.20 TG 31.75 INV 6" 28.53 TOS 28.53 TOS 2% MIN. SUB.-TYP. 28.3 TOS 27.5 INV 28.3 TOS 27.4 INV 4" 26.65 INV 6" HP HP HP HP 29.37 TOC 29.37 TOC 29.37 TOC 29.37 TOC 1% MIN . CONC. -TYP. 29.28 TG 26.3 INV 8" 29.28 TG 27.0 INV 29.28 TG 26.65 INV 29.28 TG 26.8 INV 29.28 TG 25.95 INV 8" 29.28 TG 24.9 INV 8" HP 28.53 TOS28.4 TOS 27.5 INV 4" 26.1 INV 8 28.4 TOS 27.6 INV 28.4 TOS 27.6 INV 29.37 TOC 29.28 TOC 29.37 TOC 29.37 TOC 29.37 TOC 1% M I N . C O N C . -TY P . 29.37 TOC 28.53 TOS 28.53 TOS 28.53 TOS 28.53 TOS 28.2 TOS 27.3 INV 4" 25.7 INV 8 28.2 TOS 27.4 INV 2% M I N . SU B . - T Y P . HP HP HP HP 28.38 TG 25.6 INV 28.38 TG 26.5 INV 28.38 TG 26.4 INV 28.38 TG 25.55 INV CONSTRUCTION NOTES 8 LIMIT OF WORK PER LANDSCAPE ARCHITECT PLANS -TYP. LIMIT OF WORK PER LANDSCAPE ARCHITECT PLANS -TYP. LIMIT OF WORK PER LANDSCAPE ARCHITECT PLANS -TYP. LIMIT OF WORK PER LANDSCAPE ARCHITECT PLANS -TYP. LIMIT OF WORK PER LANDSCAPE ARCHITECT PLANS -TYP. TREE (36.4) FG10 10 10 10 10 10 10 TREE (36.1) FG 10 TREE (35.5) FG 1012. 2 ' 30 36 35 31 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 34.55 TOC 31 31 31 31 31 31 32 8 8 8LIGHT10 35 36 30 31 LIGHT10 S.D.C.O.10 ELECT. P.B.14 S.D.C.O.14 R A M P R A M P 2.2' 30 30 30 30 30 30 30 30 30 30 30 10 9 39 33 36 35 36 8 9 9 9 9 32.05 FS 39 31 G.B. 26.7 INV 6" 31 31 31 33 31 10 10 10 10 10 10 10 10 10 10 10 10 10 39 39 33 33 33 33 8 8 8 8 8 8 36 36 36 36 31 31 31 10 40 31 31 31 30 31 10 29.0 FG 10 31 31 31 30 52 50 51 TREE (27.7) FG10 10 4. 2 ' 0.4 ' TREE (21.7) FG 10 1 . 2 ' 10 10 31.47 FS 35.08 FS D.F.52 134 31.9 FG 31.9 FG (32.0) FG (34.0) FG GB 34.60 FS LEGEND (PLAYGROUND) FS ≡FINISH SURFACE INV ≡PIPE INVERT TG ≡TOP OF GRATE TOC ≡TOP OF CONCRETE TOS ≡TOP OF SUBGRADE TW ≡TOP OF WALL 34.90 FS 34.73 FS 29.70 FS 29.53 FS GENERAL CONSTRUCTION NOTES 1A 30 STORM DRAIN CONSTRUCTION NOTES 50 WATER CONSTRUCTION NOTES 31 32 CONSTRUCT 4" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 33 34 35 36 37 38 39 CONSTRUCT 6" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 CONSTRUCT ATRIUM DRAIN PER DETAIL 3, SHEET C-0.02 CONSTRUCT 8" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 5, SHEET C-0.02 40 41 CONSTRUCT SUBDRAIN PER DETAIL 6, SHEET C-0.02 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE NOT USED CONSTRUCT RUBBER PLAY AREA SUBDRAIN PER DETAIL 7, SHEET C-0.02 CONSTRUCT SAND PLAY AREA SUBDRAIN PER DETAIL 8, SHEET C-0.02 CONNECT TO EXIST. CATCH BASIN PER DETAIL 10, SHEET C-0.02 51 52 CONSTRUCT 1/2" PVC, SCH 40, WATER LINE, BEDDING PER DETAIL 4, SHEET C-0.02 CONNECT TO DRINKING FOUNTAIN - SEE LANDSCAPE ARCHITECT PLANS CONNECT TO EXISTING WATER LINE 53 CONSTRUCT 2" PVC, SCH 40, WATER LINE, BEDDING PER DETAIL 4, SHEET C-0.02 54 RELOCATE EXIST. 2" BACKFLOW PREVENTOR AND CAGE. REPAINT CAGE PER DIRECTION OF CITY OF NEWPORT BEACH AND INSTALL CAGE AND BACKFLOW PREVENTOR OR CONC. PAD PER CITY OF NEWPORT BEACH DWG. STD.-520-L-A CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF NEWPORT BEACH DWG. STD-184-L - MOD. FOR OUTLET PER PLAN 36.9 TW -TYP. 36.9 TW -TYP. 50 2" WATER53 BACKFLOW PREVENTOR54 34.4 TG 33.1 INV30 29.5 TG 28.0 INV 30 HP 31.4 FG 31.7 TG 29.0 INV30 PROP. TRANSFORMER - FINAL LOCATION, PAD ELEVATION AND GRADING AROUND PAD IS TO BE FIELD VERIFIED BY S.C.E. PRIOR TO FINAL CONSTRUCTION CONSTRUCT 3" A.C./6" A.B. PAVEMENT FOR DRIVE AISLES - CONFIRM SECTION WITH SOILS ENGINEER CONSTRUCT TYPE A CURB & GUTTER PER CITY OF NEWPORT BEACH DWG. STD-182-L - C.F. PER PLAN CONSTRUCT CONCRETE 24" STEP OUT CURB PER DETAIL 1, SHEET C-0.02 4 3 6 7 5 2 9 8 10 11 12 13 14 15 PROTECT IN PLACE CONSTRUCT CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT PLAYGROUND SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 0" TO 6" CURB FACE TRANSITION PER DETAIL 9, SHEET C-0.02 CONSTRUCT 3" A.C./4" A.B. PAVEMENT FOR PARKING STALLS - CONFIRM SECTION WITH SOILS ENGINEER 1B CONSTRUCT FULL-DEPTH A.C. PAVING PER DETAIL 2, SHEET C-0.02 CONSTRUCT TYPE B CURB PER CITY OF NEWPORT BEACH DWG. STD-182 - C.F. PER PLAN CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH DWG. STD.-160-3-A, MODIFY PER PLAN ADJUST MANHOLE/UTILITY BOX/VAULT TO GRADE COMPLETE CROSS GUTTER PER CITY OF NEWPORT BEACH DWG. STD.-185-L, MODIFY PER PLAN 16 CONSTRUCT SIDEWALK PER CITY OF NEWPORT BEACH DWG. STD-180 CONSTRUCT CURB RAMP PER CITY OF NEWPORT BEACH DWG. STD. DWG. NO. 181, CASE PER PLAN - SEE DETAIL 4, SHEET C-0.03 - MODIFY TO 6-INCHES THICK CONCRETE FOR VEHICULAR LOADING CONSTRUCT CONCRETE ROLLED CURB PER CITY OF NEWPORT BEACH DWG. STD-183 - C.F. PER PLAN APPLY 2 COATS OF ASPHALT EMULSION SEALCOAT PER SSPWC SECTION 203-9 AND SPECIAL PROVISIONS LIMITS OF GRADING (8 % ) UTIL.10 UTIL.10 PULL BOX SIGN 10 10 3' M I N . C L R . * (31.4±) BOW * (31.7±) BOW 31.6 FG 31.53 FG 31.45 FG 31.4 FG 31.7 FS PAD 30.8 TW 36.35 TW 36.35 TW35.5 TW MOVED PAD EXTENDED WALL EXTENDED LIMITS EXTENDED LIMITS ALL ATRIUM DRAINS IN GRASS HAVE FLAT GRATES. 0 ------0 0 0 0 -~~o 0 0 0 0 0 0 0 0 0 0 0 UNDERGROUND SERVICE ALERT GALL: 811 TY'IO V'IORKING DAYS BEFORE YOU DIG I I (1 5.81) TC ( 5.35) FL ( 5.48) LIP 3)69) TC 34) C~( 3121) FL ) (15j39) LIP I ~A HALT. I I I -(,, I I I I I '70) T -~4) F, r3) IP I . 44) 7 I I I I SP ED BU p===:::!J •14 /33.9 1.85) TC I 73) C I 25) L t6) 16) 7) 6) 3;1J9) TC (13,142) FL (13i53) LIP I I (130.35) I ,C.30) -- 29.39) TC 129. 01) FL 28. 4tl.J[;. 128. 13) FL ?725) TC i~l.V4[Lk tf25.64) F 125.62) LI 125. 66) FL UP --- I I I 134.24) 0 0 0 0 0 0 0 0 0 0 0 0 ' ' ' ' ' ' ' ' (13 \{29 J,r,;--L ' 'i ' PB I 34. 2 3) TC '----'~~~ + (136.09) 'TR[l (136.06) (, 4_48) 0 (6) COL ~:2:J.~~~ \ ~134 ~~tili A •• /35. 7) 20" TR J-3_9 . 4 + ,._1,<::fo. (136. <' 13 TREE L'(!_cJ_:3:"!:';'~~':-:!/ ( ( /CV (13568 --- 0 0 0 0 0 . ,----<.L ' . ' -- 36 J[)) -. -~~/_}/;' 0:-mc--- (/-~ / ,JD. UJ \ I {>--- _35 J5 ~1 3 . jj) _ / foJJ _ " TREE 33. 75) --t-(/.__)'f;/U/ +1133.65) W-'~L .J.=~-:::__-:_------{ - l***I _______ _ +(132!56) /~ 13 +(13 ~~~~~----( " Tittt '--1 -""-. ~ -. . . ~ Y. ., : 7.7~✓• j · _ I : • \ • ~-t-(1:27. WJf--.-:::~~-{___/_ EXISTING BUILDING '( ~ tr t 1--------\: / ' ' • \ :---/ 112 . • I . >-_--~------· • -\ ---~\...r~ ' . ' 49)CO M ~ 2-o.r;. ;:~-:~~~~~t~it;JJ-~~ g ~ l. 43) CO!:UMN , : DO ~~~ ~ ' I'--. z-_,~ 7' DOOR 73/½J ~Ot, j...._ (131.67) FF ,, IA/I "\\'\,.. 1 o:c:i WIND 87 m , • ~ (13159) BL 6) COLUM [OC ( (1 ± WIND 8 7" WI -~ .~ ~~~----< 7' fooR! , f'; I_/ ;1331 i~c ~~'d""' I , / -/ 1;,c.__{l~~'-f/, - I I , ; I I 7 I I . ---), . / I ' I // / I I / / 9) 1 1 1.35) £ C C3 // / <::)~~ / / I/ ..___i~~2';t-:; " ' 131 32 C (126. 65) 1 o" -r; -- 12709) Ktt -- ' PARC ._ ;\ V) "'t<o+ <~ • I I I I I I I I I I I I I I . I . . . --- I I I I I I I I ---- 18 (1 1 8.58) LIP 1---,,1!,.-1 .... I I. 19. ;'-l-T: /,1 -1 (11892) FL '1/t 1 1,___ , ) (119. 13) LIP I I I ""..,+ I '/ ~#!.___i_..,~~~--4~9~~? -~----I ' , • -- I /CV 0,1 I I I I I I 0 I, I REVISED GRADING AT TOT LOT RESPONSE TO RFI 327-036R1 JAN. 06, 2021 SCALE: 1" = 5' GB 2:1 MA X . 34.61 FS 29.70 FS 29.28 TOC 131 134 34.61 FS 34.60 FS 29.53 FS 29.70 FS 29.37 TOC 29.70 FS 29.28 TOC GB GB GB GB GB G B GB 5% 13 0 30.60 FS 30.60 FS30.30 FS 30.60 FS 30.60 FS 29.70 FS GB 5% GENERAL CONSTRUCTION NOTES 31CONSTRUCT 4" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 36 39 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE CONSTRUCT SAND PLAY AREA SUBDRAIN PER DETAIL 8, SHEET C-0.02 HP 29.28 TOC 29.37 TOC 29.37 TOC 28.53 TOS 28.53 TOS REVISED AREA HP 29.53 FS 13 0 GB GB 29.70 FS 29.37 TOC 29.70 FS 29.37 TOC 28.53 TOS 28.53 TOS 28.3 TOS 27.5 INV 28.3 TOS 27.3 INV 4" 26.65 INV 6" 39 31 36 39 28.3 TOS 27.5 INV 28.3 TOS 27.4 INV 28.3 TOS 27.5 INV28.3 TOS 27.5 INV 28.53 TOS 28.53 TOS 36 34.85 FS 34.85 FS34.52 TOC 1.8%1% M I N . CO N C . -TY P . 0510 SCALE: 1"=5' S E I I I I / \' I I I I I I I I I I I I ' ,' \ I \ \ : \ \ t> \• • t> 171> V · V .~ v' I>/ V -. ~ _/ r:z. I> t, ./· "V I> / I> V t,,·· v ·· V / .f> r, • V • / • V• f> • \;I' /-M-I> V , .I> V / •. • ~ • .;...-----"--...:..c..___ I>· ·.17 _i t;,, 1 ., ~ • ./.,. • ·_ /'ii+imim , /llfllWllL_\ __ "-- 17 b -I ~ V V V v. v t> t> t> • 17 ,·17 I 17 • ' • I> . v· I> v _._· \v v--" ~I/~;~•- p >/ ~ f 17 • . --~: 17 /✓ • ., \ I \ I I I t> ,f> "--I (~· ~ 8 • ;-:.~ .~ -~ p • w t> ·p,V • I>. • 17: .V V I>_ ·v· ~ ,, " I ,, • V {71>,_. _t>. . I 't:>1> V VC:,-V 17• 17 t>, _,,.-,'--: p,_ ' 1>·v ·v • . '{ I> />., I ? . . . , 17•~ I • • . . v,, I \ "\/ ----------- t7 . p, • t> • • ,/. I> 17 •• ·.v . V V '. V 17 • t7 ··-~ 17 .. V e,.1/ t> •• t> --------~ I 1//ll/llli~~~~,;;:~ t:_~,.c.::_\o_ 17 I 17~ I -I, 17 •• 17 V I>. I"?· • V • t> ~-· t> t> f> V (> V 0 • t> A,~. . t> • ·_ i7' \7 . t> V ;, V - > 0 0 0 • " t> .'-V " " . " .. " •" ' 17 t> 17 V ·I> V \7 - t> ~~ ~ ~ . 17 . 1·. .---, ·4 · - - - --- - • ~'-~--;~➔..; • --,,-v · \V -_ --~ -· • • I> V \V ___ ,,,, I> -~,-\7 ·\ I> '.;_ I> • 17 ,' l> t> \· V "'-... I> V -1> '-. \ I> • V ·'-.v · -P: ·v \17 t> --~-. .._ v 17 . __ --{> I ~i\----t7 I . . \ ", 17-( $--. I • \. " " ~/ "~ • t> '9 t> V I I I 1·· Al//1·1 I / • t> 17, ·1 •' fill, __ ,11 ·",. -~ V .i;!> ·•. II V t> ' .... ,~.............. . ,-17 _. ' I>"-/· I I \ I I I I I I I •· "," ~, , ;z .j l~111u ~ - " >, ,, I I \ \ I I Ii V . \ \. - •• • 11' --- / ----------/ \ ...._ ___ _ • t> •• ·17 '---LC\__ V . . ~......,_ ·t> -_, I - --------,:" ---t> -V _,,. • ;.. - ;,; FIFTH AVE IR I S A V E G O L D E N R O D A V E SECTION A-A A 12 " 3" MIN. OPENING BETWEEN BAGS AT TOP ROW A CONSTRUCTION NS-7 POTABLE WATER/IRRIGATION * STORMWATER MITIGATION MEASURES (BMPs) WE-1 WIND EROSION CONTROL TC-1 STABILIZED CONSTRUCTION ENTRANCE * WM-2 MATERIAL USE * NS-2 DEWATERING OPERATIONS * NS-3 PAVING OPERATIONS * WM-1 MATERIAL DELIVERY AND STORAGE * WM-4 SPILL PREVENTION AND CONTROL * WM-5 SOLID WASTE MANAGEMENT * SE-4 CHECK DAMS SE-9 STRAW BALE BARRIERS SE-10 STORM DRAIN INLET PROTECTION NS-1 WATER CONSERVATION PRACTICES * WM-6 HAZARDOUS WASTE MANAGEMENT * WM-7 CONTAMINATED SOIL MANAGEMENT * WM-8 CONCRETE WASTE MANAGEMENT * NS-8 VEHICLE AND EQUIPMENT CLEANING * NS-9 VEHICLE AND EQUIPMENT FUELING * NS-10 VEHICLE AND EQUIPMENT MAINTENANCE * WM-3 STOCKPILE MANAGEMENT * THE FOLLOWING BMP'S AS OUTLINED IN, BUT NOT LIMITED TO, THE BEST MANAGEMENT PRACTICE HANDBOOK. CALIFORNIA STORMWATER QUALITY TASK FORCE. SACRAMENTO. CALIFORNIA 2015, OR THE LATEST REVISED EDITION, APPLY DURING THE CONSTRUCTION OF THIS PROJECT. (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY CITY INSPECTORS) SE-1 SILT FENCE LOCATIONS TO BE DETERMINED BY CONTRACTOR AND APPROVED BY CITY INSPECTOR NOTE: SE-7 STREET SWEEPING AND VACUUMING EC-1 SCHEDULING SANDBAGS (GRAVEL BAGS): 1.GENERAL: SANDBAG SHALL INCLUDE PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT TO FABRICATE AND INSTALL SANDBAGS AS REQUIRED TO FACILITATE THE CONTROL OF EROSION. 2.LOCATION: SANDBAGS SHALL BE PLACED PER PLAN, AND IN LOCATIONS SPECIFIED BY THE CITY, AND IN LOCATIONS DEEMED NECESSARY BY THE CONTRACTOR. 3.FABRICATION: SANDBAGS SHALL BE FABRICATED USING FACTORY SEWN OR SEALED BAGS OF WOVEN POLYPROPYLENE, TREATED TO RESIST DEGRADATION BY ULTRAVIOLET LIGHT AND HAVING SUFFICIENT RESISTANCE TO TEARING TO ALLOW RELOCATION OF BAGS WITHIN SIX MONTHS OF INITIAL PLACEMENT WITH A LOSS OF NOT MORE THAN FIVE PERCENT OF THE BAGS. THE BAGS SHALL BE FILLED WITH SUBROUNDED TO ROUNDED GRAVEL LESS THAN 3/4-INCH IN DIAMETER, WITH LESS THAN FIVE PERCENT OF MATERIAL PASSING A NO. 30 SIEVE. THE FILLED BAGS SHALL HAVE THE OPEN ENDS SECURELY FASTENED PRIOR TO DELIVERY TO THE SITE. 4.INSTALLATION: SANDBAGS SHALL BE INSTALLED IN A SIDE BY SIDE MANNER TO ENTRAP SILT AND MUD, AND TO DIVERT THE FLOW OF WATER. NOTWITHSTANDING THE OTHER REQUIREMENTS OF THIS SPECIFICATION, FAILURE OF THE BAGS TO PERFORM THIS FUNCTION SHALL BE REASON TO REJECT THEIR INSTALLATION. SANDBAGS SHALL BE INSTALLED WITH THE WIDEST FACE AGAINST THE GROUND SURFACE OR THE UNDERLYING COURSE OF BAGS, AND PRESSED IN PLACE TO CONFORM TO THE UNDERLYING SURFACE. THE BAGS SHALL BE PLACED WITH THE TIED ENDS IN THE "UPHILL" OR "UPSTREAM" DIRECTION, BEGINNING AT THE LOWEST OR MOST DOWNSTREAM BAG, TIED ENDS WILL BE TUCKED UNDER BAG. SUBSEQUENT BAGS WITHIN ONE COURSE OF BAGS SHALL BE PLACED SO AS TO REST UPON THE TIED END OF THE PREVIOUSLY PLACED BAG, WITH NOT LESS THAN 10 PERCENT OF THE BAG IN CONTACT WITH THE PREVIOUS BAG, AND NOT MORE THAN 20 PERCENT IN CONTACT. SUBSEQUENT COURSES OF BAGS SHALL BE PLACED AS DESCRIBED PREVIOUSLY, WITH THE MID-POINT OF THE BAGS STRADDLING THE JOINTS OF BAGS IN THE UNDERLYING ROW. CONSTRUCTION OF A SANDBAG BERM PERPENDICULAR TO THE DIRECTION OF FLOW SHALL INCORPORATE BAGS PLACED IN A "PYRAMID" CONFIGURATION, WITH ALL INDIVIDUAL BAGS ORIENTED PERPENDICULAR TO THE DIRECTION OF FLOW. THE BERM SHALL BE CONSTRUCTED WITH A SPECIFIED NUMBER OF ROWS AT THE BOTTOM (IN CONTACT WITH THE GROUND), WITH SUCCESSIVELY FEWER ROWS IN EACH OVERLYING COURSE. THE UPSTREAM AND DOWNSTREAM FACES OF THE BERM SHALL BE NO STEEPER THAN 1-1/2 FEET HORIZONTAL TO 1 VERTICAL. DAMAGE WHICH COULD FORESEEBLY BE PREVENTED BY PROPER SANDBAG INSTALLATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY. GRAVEL BAG DETAILSSE-8 SCALE: N.T.S. 2 BAGS HIGH EC-2 PRESERVATION OF EXISTING VEGETATION EC-5 SOIL BINDERS SE-5 FIBER ROLLS SE-6 GRAVEL BAG BERM TC-3 ENTRANCE OUTLET TIRE WASH * NS-12 CONCRETE CURING NS-13 CONCRETE FINISHING WM-9 SANITARY-SEPTIC WASTE MANAGEMENT * P-5264-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENTNO. DATE DESCRIPTION OF REVISIONS GRANT HOWALD PARK REHABILITATION 7476-2 APPROVED REVIEWED: CITY PROJECT MANAGER DESIGNED: CHECKED: DRAWN: DATE: PLANS PREPARED BY: CIVIL ENGINEERING CONSULTING 999 CORPORATE DR., SUITE 100 LADERA RANCH, CA 92694 p: 949.463.8822 e: tec@civtec.net THOMAS E. CARCELLI, R.C.E. #81640 10/18/2021 STAFF 10/18/21 TEC TEC (19P11) 51SHEET OF 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 90 INSTALL GRAVEL BAGS (SE-8) EROSION CONSTRUCTION NOTES: 91 LEGEND GRAVEL BAGS (SE-8) 12' MI N . 6"AGGREGATE 2"-3" COARSE PUBLIC S T R E E T 50' M I N . STEEL GRATE STABILIZED CONSTRUCTION ENTRANCETC-1 SCALE: N.T.S. NOTE: PLACE 4" PVC DRAIN PIPE IN EXISTING GUTTER FLOWLINE WITH A.C. RAMP AT DRIVEWAYS IF STREET CURB & GUTTER DRAINAGE FLOW IS BLOCKED. NOTE: CONTRACTOR SHALL REPAIR ALL DAMAGED CURB & GUTTER IN PUBLIC RIGHT-OF-WAY TO THE SATISFACTION OF THE CITY PRIOR TO PROJECT CLOSE-OUT. NOTE: A RUMBLE RACK IS REQUIRED AT BOTH ENTRANCES TO THE SITE UNTIL THE ASPHALT HAS BEEN INSTALLED. CONSTRUCTION FENCE (W/WINDSCREEN) INSTALL CHAIN LINK CONSTRUCTION FENCE (WITH WINDSCREEN) - EXACT LOCATION TO BE APPROVED BY THE CITY EROSION AND SEDIMENT CONTROL GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECT'S STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND THE RECOMMENDATIONS OF SOILS REPORT. 2. EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 40%. 3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES AT ALL TIME. 4. CONTROLS SHALL BE SET UP AND MAINTAINED AS CONSTRUCTION PROCEEDS. ADJUSTMENTS TO THE EROSION CONTROL PLANS ARE ALLOWABLE AS REQUIRED AND APPROVED BY CITY. 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL IMPLEMENT STRUCTURAL AND NONSTRUCTURAL BEST MANAGEMENT PRACTICES (BMP) IN CONFORMANCE WITH THE GUIDELINES OF THE CALIFORNIA STORM WATER BMP HANDBOOKS. 6. AFTER A RAINSTORM, ALL SEDIMENT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. INSPECT CATCH BASINS FOR SAND BAGS THAT MAY HAVE FALLEN IN AND BLOCKED DRAINAGE. 7. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATED A HAZARDOUS CONDITION. 8. AFTER CONSTRUCTION, INSPECT CATCH BASINS TO INSURE BMPs HAVE NOT FALLEN IN AND CLEAN OUT ANY CONSTRUCTION-RELATED DEBRIS. EROSION CONTROL PLAN C-2.01 9 0 15 30 60 SCALE: 1"=30' S E FILTER FABRIC OVER C.B. (SE-10) INSTALL GRAVEL BAGS AROUND AND FILTER FABRIC OVER CATCH BASIN (SE-10)92 92 TYP. 92 TYP. 92 TYP. 92 TYP. 92 TYP. MATERIAL DELIVERY AND STORAGE AREA BMPS TO BE IMPLEMENTED: WM-1, WM-2, WM-4 (FINAL LOCATION TO BE DETERMINE WITH CITY'S REVIEW AND APPROVAL) VEHICLE CLEANING, FUELING AND MAINTENANCE AREA BMPS TO BE IMPLEMENTED: WM-4, NS-8, NS-9, NS-10 (FINAL LOCATION TO BE DETERMINE WITH CITY'S REVIEW AND APPROVAL) WASTE COLLECTION AREA BMPS TO BE IMPLEMENTED: WM-5, WM-6, WM-9 (FINAL LOCATION TO BE DETERMINE WITH CITY'S REVIEW AND APPROVAL) CONCRETE TRUCK WASHOUT AREA BMPS TO BE IMPLEMENTED: WM-8 (FINAL LOCATION TO BE DETERMINE WITH CITY'S REVIEW AND APPROVAL) 90 TYP. 90 TYP. 90 TYP. 90 TYP. 90 TYP. 90 TYP. 90 TYP. 90 TYP. 90 TYP. 90 TYP. NOTE TO CONTRACTOR: CONTRACTOR SHALL COMPLY WITH THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND SHALL MAINTAIN A COPY ONSITE AT ALL TIMES. 90 TYP. ._i,t;"+ 30' '), ,ol"+ • .._1-c'll'+ • .._,:,.+ ' • • ,,:,.t ,,. ,°"+ ,-,:ii-' + • • ,-,:,+ ,"'+ ' ... ~+ • ... ~+ , .. .,+ • ' ,lif'+ ,11>+ ' ,tti+ ... ~ I • ,1-.C<J+ I 00000 • . -~ --~I -•' ----I _,. '.~ "' '+ • ,...c I I I I I I * I I I I I I I I I I I I I I '..._ I *- I ,--• ---l I ----1 I ' -------,-- 1 I I I I I ---r I 1-. UNDERGROUND SERVICE ALERT GALL: 811 TV'lO V'lORl<INe DAY5 BEFORE YOU Die I I ,,· I I _,, ,'+ '.'), ' + ,..-~f ../ '), ~ ' ... ~.,+ ,<l>'+ ,..P+ 135 " T 1,-.t! \I I I I I I 11 I 'I -----r--- "" r MIEIIIIY../ ~---------------~--- --CIMEIH8£---------------- I a---- I I I I I I I I ,4>+ '".., £XJ5TIN6 BUIU)II/G ' ,.,;,+ .,,_,, • ,"'J"+ , .Pt r ,, ,,, + ---------------·- --------------------- ,;\_j • ,b<'b.:,._ • ... ~+ ~ ,,:,.+ + • • • • • .. □ .._11>+ ~'!-Cl ,+ ' ' ,Jl+ ,IP.:,_ ',, ' + ~ .._..;,+ ' ,11>+ , ,.,;,+ • -I"+ PARCEL 1 ,..-A.9HCI.T../ ,"'"+ '-_./ ,i,, • • ,,:,.+ ,"'+ ~ • ,,i,+ ,IP+ • • ..._1ic">'+ ,i::i+ --,-~-------=- -----=,=---------------- ---, I I I I I r D'llEIHY../ t I I I I I • ... ~+ • ,-3>+ pOllf/? POL£ ifj,jU/Sf • .....---:::::; --+ -----~ • ,"'+ • ,.,, ,t><+: '+ • ® r¢( ,.l'+ • ,Jli-'), ,.,,+ • ""i I .:,?-, 1;:y/ / //,;1/(~ ) \ ( "'I // /;AA· ) \ ' ... ~":,+ • ~ ' + -' "'"''? '+ ,-s'+ r ,,, • "+ ~ ..._1-c"J+ • ....... + , ... ~'? '20 --------- ::.-----=:~~=-==-='="Th=~,.._ e ~ -110- t::_~~¥-!dt-----,,L,--+.~-:'t'±----;.!,k-tz~~~~v'('r: /1. i,\ r ,, I I I I I I I I I;\! I I "" I I "' ii ;;, ~ -' .:.c C~C~G G c:'_"_::<:' C. C. cJ,g ,.c-~~cn"n <-<;:~ ~ ~ f~i ; 1 \ ti------------------, I I I I I I I I 111 I I I I I I ' ' ---- I '!\ , ;\, '1 I I ~ I I I I • 1~\ l'q+ I I I I I ,., I I tli I I I I :I : ~ II , + I I I 0 0 0 ,I , FIFTH AVE IR I S A V E G O L D E N R O D A V E 100 101 102 103 104 105 106 107 108 109 110 111 112 HORIZONTAL AND VERTICAL CONTROL DATUM: 1. CONTRACTOR SHALL REFERENCE ARCHITECTURAL AND/OR LANDSCAPE PLANS FOR ADDITIONAL HARDSCAPE REQUIREMENTS AND DETAILS. 2. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING LANDSCAPE AND HARDSCAPE IMPROVEMENTS AS NECESSARY TO CONSTRUCT IMPROVEMENTS SHOWN HEREON. 3. ALL SIDEWALKS, CURB RETURNS, AND ACCESS POINTS SHALL MEET TITLE 24 AND AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS. COORDINATES/ BASIS OF BEARINGS: TTHE BEARINGS SHOWN HEREON ARE BASED ON THE AZIMUTH BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6291 AND STATION GPS NO. 6293 BEING 278°46'17" (REC.), 278°46'18" (MEAS.) PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK:ORANGE COUNTY SURVEYOR BENCHMARK 3K-29-68 ELEVATION = 84.166' [NAVD 88] NOTE TO CONTRACTOR: A. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING COMPLETE, TIMELY AND ACCURATE FIELD LAYOUT OF THE PROPOSED SITE IMPROVEMENTS INCLUDING, BUT NOT NECESSARILY LIMITED TO, HORIZONTAL AND VERTICAL CONTROL AND DIMENSIONAL COORDINATION AS NECESSARY TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS SURVEY WORK SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR AND SHALL PROVIDE FOR THE SURVEY AND STAGING OF ALL CONSTRUCTION ELEMENTS INCLUDING BUT NOT LIMITED TO BUILDING LOCATIONS, PAVING EDGES/ALIGNMENT FENCING, WALLS, LIGHT FIXTURES, SIGNS, MOW CURBS, SEATING, SHADE STRUCTURES, PLAY FIELDS AND APPURTENANCES, CURB AND GUTTER ALIGNMENTS, CATCH BASINS, DRAINS, ETC. B. AN AUTOCAD-COMPATIBLE .DWG FILE OF THE PROPOSED IMPROVEMENTS SHALL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR HIS USE IN PREPARING THE NECESSARY FIELD SURVEYING / LAYOUT OF PROPOSED IMPROVEMENTS. THE USE OF THIS DIGITAL FILE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND IS INTENDED TO ASSIST THE SURVEYOR IN THE LAYOUT OF THE PROPOSED IMPROVEMENTS. THESE ELECTRONIC FILES ARE NOT CONSTRUCTION DOCUMENTS. DIFFERENCES MAY EXIST BETWEEN THESE ELECTRONIC FILES AND CORRESPONDING HARD COPY CONSTRUCTION DOCUMENTS ISSUED FOR PUBLIC BID. IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS AND THE ELECTRONIC FILES, THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS SHALL GOVERN. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF ANY CONFLICT EXISTS AND SHALL BRING ANY DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO ANY FIELD LAYOUT. BY THE CONTRACTOR'S USE OF THESE ELECTRONIC FILES, THEY ARE NOT RELIEVED OF THEIR DUTY TO FULLY COMPLY WITH THE CONTRACT DOCUMENTS, INCLUDING, AND WITHOUT LIMITATION, THE NEED TO CHECK, CONFIRM, AND COORDINATE ALL DIMENSIONS AND DETAILS, TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, AND COORDINATE THE WORK WITH THAT OF OTHER CONTRACTORS FOR THE PROJECT. THE DIGITAL INFORMATION PROVIDED BY civTEC SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN FOR THE PROJECT DESCRIBED ABOVE AND SHALL NOT BE RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF civTEC. THE INFORMATION CONTAINED ON THE ELECTRONIC MEDIA IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF civTEC. Point Table Point # 100 101 102 103 104 105 106 107 108 109 110 111 112 Northing 2166671.23 2166670.00 2166530.96 2166519.81 2166323.82 2166323.93 2166459.29 2166355.13 2166340.52 2166325.66 2166309.82 2166269.01 2166228.85 Easting 6068364.44 6068348.61 6068229.56 6068232.90 6068461.78 6068491.18 6068606.43 6068664.57 6068697.72 6068720.02 6068780.57 6068814.48 6068792.00 P-5264-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENTNO. DATE DESCRIPTION OF REVISIONS GRANT HOWALD PARK REHABILITATION 7476-2 APPROVED REVIEWED: CITY PROJECT MANAGER DESIGNED: CHECKED: DRAWN: DATE: PLANS PREPARED BY: CIVIL ENGINEERING CONSULTING 999 CORPORATE DR., SUITE 100 LADERA RANCH, CA 92694 p: 949.463.8822 e: tec@civtec.net THOMAS E. CARCELLI, R.C.E. #81640 10/18/2021 STAFF 10/18/21 TEC TEC (19P11) 51SHEET OF 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 HORIZONTAL CONTROL/STRIPING PLAN C-3.01 10 0 15 30 60 SCALE: 1"=30' S E 81 83 82 CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-0.03 NO. LS DESCRIPTION QUANTITY SIGNING/STRIPING CONSTRUCTION NOTES & ESTIMATED QUANTITIES LS NOTICE TO THE CONTRACTOR THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-0.03 INSTALL ADA SIGNAGE PER DETAIL LANDSCAPE ARCHITECT'S PLANS - SEE D-1.01 FOR SIGN SALVAGE NOTE LS STRIPING CONSTRUCTION NOTES 18 . 0 0 ' TY P . 9.00' TYP. 9. 0 0 ' TY P . 17.00' TYP. 9. 0 0 ' 8. 7 0 ' 9. 0 0 ' 5. 5 0 ' 5 . 0 0 ' 5. 5 0 ' VARIES 333'± VA R I E S 20 0 ' ± 7. 0 0 ' 7. 0 0 ' 5.00' 5.0 0 ' 5.00 ' 8.00' 5.00' 7.0 0 ' 7.00 ' 7. 0 0 ' R 1 9 . 7 5 ' R14. 0 0 ' R14 . 8 7 ' R1 0 . 4 2 ' R1 8 . 0 0 ' R1 4 . 0 0 ' 81 81 82 82 83 TYP. 83 TYP. 83 TYP. 83 TYP. 18 . 0 0 ' TY P . 9.00' TYP. 20 . 0 0 ' 9. 0 0 ' 81 9. 0 0 ' TY P . SIGN82 30' .. .. 0 • 0 0 0 0 O 0 0 0 • 0 0 0 0 O O O 0o 0 0 0 0 0 .,-... J1 ~F=-===s~or=~"~o~=-=~o~..=~==-====i~k=-=zy==..==a,====-=~<'==~~=..=a,a==-~-~=,,====a,a====,,=a,==-~=:aa-===..=====a,=j I I I ' • I I I I I I I ,..,_c s I I I I I I I I I - I I I I I --. • UNDERGROUND SERVICE ALERT GALL: 811 TV'lO V'lORl<INe DAY5 BEFORE YOU Die I I I I I I \ ,o• /CVO _,. _j L lJ PARCEL 1 0 0 0 0 . ' ' I 0 I ' 0 " - JCY□□□lllil[l .., 5TH AVE. ... I I I 0 0 0 0 0 0 - 0 0 ~ •12' PIH J ''" "" 'll'l • 0 0 PARCEL 3 + PARCEL 1 "'' "'' Ill ----------------------~/ ---- I / I J I I I I I I I I I I @ / /, 1 f/ I; I; I I I I I I I I I I I I I I I I I L.---<•l;J-- I D I I I I I I ;,,__ __ , I I I I I I I I -I I I 7 I I I I I I I I I I I I I 9 I I I I I I I I I TITLE REPORT (EASEMENTS): RfffRENCE: IS MADE TO PARCEL OF LAND OF 117!.E RfPORT ORDfR NUMBfR 987-J002121J-CS7 PREPARED BY FIDELITY NA110NAL 117!.E CDI.IPANY. DA1fD NOVEMBER 6. 2018. (j) © ® 0 DfNOITT EASEAIENT PLOm:D AS SHOWN ON SURVEY PRO'ADED BY GUIDA SURVEYING, INC., DA1fD SEPT. 27, 2019, PfR 1HE ABOVE RfffRENCED 111lE REPORT. 1HE FOU.OMING EASE:AIEN1S AFFECT THIS PROPfRTY. EASE:AIENT(S) FOR 1HE PURPOSE:(S) SHOWN BELOW AND R/Gl/15 INCIDENTAL 1HER£TO. AS GRANTED IN A DOCUMENT: GRANTED TO: CITY OF NEIIPORT BEACH PURPOSE:: STREET AND HIGHWAY PURPOSES RECORDING DA TE: DfCE:MBfR 05, 1961 RECORDING NO: BOOK 59J4, PAGE 125 OfFIC/AL RECORDS EASE:MENT(S) FOR 1HE PURPOSE:(S) SHOWN BELOW AND R!Gl/15 INCIDENTAL 1HfRE:TO AS RESfRVED IN A DOCUMENT; R£SfRVED BY: 1HE /RV/NE COI.IPANY. A CORPORA 110N PURPOSE:: ROAD DRAINAGE: AND U11UTY PURPOSES RECORDING DA TE: AUGUST 12, 1962 R£CORDING NO: BOOK 6219, PAGE 587 OfFICIAL RE:CORDS EASEAIENT(S) FOR 1HE PURPOSE:(S) SHOWN BELOW AND RIG/115 INCIDENTAL 1HERITO AS RESfRVED IN A DOCUMENT; RESfRVE:D BY: 1HE /RV/NE COI.IPANY. A CORPORA 110N PURPOSE:: ROADS RECORDING DA TE: MAY 05, 1959 RECORDING NO: BOOK 4698, PAGE 478 OfFICIAL RE:CORDS @ EASE:AIENT(S) FOR 1HE PURPOSE:(S) SHOWN BELOW AND R!Gl/15 INCIDENTAL 1HfRETO AS RESfRVE:D IN A DOCUMENT; RESfRVED BY: 1HE /RIANE COI.IPANY PURPOSE:: ROAD AND U11U11E:S RECORDING DA TE: NOVE:AIBfR 01, 1951 RECORDING NO: BOOK 2248, PAGE 487 OfFICIAL RECORDS AFFECTS: AS DESCRIBED 1HfRE/N @ EASE:AIENT(S) FOR 1HE PURPOSE:(S) SHOWN BELOW AND R!Gl/15 INCIDENTAL 1HfRETO, AS GRANTED IN A DOCUMENT: GRANTED TO: CITY OF NEIIPORT BEACH PURPOSE:: A STORM DRAIN PIPE, PAVED MAINTENANCE ROADWAY. MANUFACTURED SLOPE, LANDSCAPING AND /RR/GA 110N SYSTEMS RECORDING DA TE: APRIL 25, 1986 RECORDING NO: 86-165247 OFFICIAL RECORDS @ EASE:MENT(S) FOR 1HE PURPOSf(S) SHOWN BELOW AND R!Gl/15 INCIDENTAL 1HfRETO, AS GRANTED IN A DOCUMENT: GRANTED TO: CITY OF NEIIPORT BEACH PURPOSE:: STREET AND HIGHWAY PURPOSES R£CORDING DA 1E: JUNE: 23, 2005 RECORDING NO: 2005000485610 OFFICIAL RECORDS FIFTH AVE IR I S A V E G O L D E N R O D A V E NO PA R K I N G NO PARKING L.O.W. L.O.W. L. O . W . L. O . W . NO PA R K I N G FIFTH AVE IR I S A V E GO L D E N R O D A V E FIFTH AVE NOPARK I N G NOPARKING L.O.W. L.O.W. L.O . W . L.O.W. L.O.W . L.O.W. L.O.W. L.O . W . L.O . W . L.O.W.NOPARK I N G P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 MA T C H L I N E , S E E S H E E T L - 1 . 0 2 CONSTRUCTION PLAN L-1.01 11 L-1.01 CONSTRUCTION SHEDULE KEY MAP SCALE: N.T.S. 0 0 0 0 0 0 CONSTRUCT, 4" PEDESTRIAN CONCRETE PAVING COLD JOINT CONTROL JOINT 6" HIDE CONCRETE MOY'ICURB 12" OR 24" HIDE PEDESTRIAN CONCRETE BAND -PER PLAN CONCRETE GRADE BEAM 12" HIDE CONCRETE PLAY AREA BOND BEAM CONCRETE STAIRS, HANDRAIL 4 CHEEKHALL CONCRETE STEPS DECOMPOSED GRANITE PAVING POURED-IN-PLACE RESILIENT PLAY SURFACING SAND PLAY SURFACING SYNTHETIC TURF FIELD MASONRY BLOCK RETAINING HALL DETAIL REFERENCE/ MODEL NUM6ER, Detail -~-, Sh.,.,tL-2.01 D .. tail _2~-, Sh.,.,tL-2.01 D .. tall _2~_, Sh.,.,tL-2.01 Detail _5~_, SheetL-2.01 D .. tall _4~_, sh .... tL-2.01 Detail-~-· SheetL-2.05 D .. tall , Sh.,.,tL-2.04 D"tall , Sh.,.,tL-2.05 D .. tall 5 , sh .... t L-2.14 Do,tarl 5 4 4 , Sh.,.,t L-2.02 D .. tall 5 , Sh,. .. tL-2.01 Detail I 4 2 , SheetL-2.01!> Detail 2 , SheetL-2.0e> PER SYN-I.I AND SYN-1.2 D"tall -~-, 51,.,.,t L-2.05 Detail , Sheet L-2.06 24" HIGH MOSAIC TILE RETAINING HALL Detail 5 , 51,,.,.tL-2.oe, 42" HIGH POST AND CABLE FENCING D"tail 2 , 51,.,.,t L-2.10 42" HIGH TUBULAR STEEL FENCING D .. tall -~-, 51,,.,.t L-2.16 42" HIGH TUBULAR STEEL FENCE POSTS D .. tall _~_, Sheet L-2.16 12' HIGH BALL CONTAINMENT NETTING AND POLES D .. tall -~-, 51,,.,.t L-2.06 EXISTIN5 MASONRY HALL TO PROTECT IN PLACE REMAIN SEE DEMOLITION PLAN 42" HIGH CONCRETE BOLLARD L15HT PER ELECTRICAL PLANS EXISTING MUSCO LIGHT HITH NEH PROTECT IN PLACE CONCRETE COLLAR SEE DEMOLITION PLAN 40'X40' 5EGIUOIA SHADE SHELTER 20'X20' 5EGIUOIA SHADE SHELTER CONCRETE RAMP PARK ENTRY Sl5NA5E 42" HIGH TUBULAR STEEL RAIL EXTENSION 42" HIGH TUBULAR STEEL SLIDING MAINTENANCE GATE ADA PEDESTAL DRINKING FOUNTAIN W BOTTLE FILLER 4 PET BOHL 4 SUMP (HHERE IDENTIFIED ON PLANS) ADA PEDESTAL DRINKIN5 FOUNTAIN W BOTTLE FILLER 4 SUMP (HHERE IDENTIFIED ON PLANS) STANDARD OR ADA PICNIC TABLE Detail 6 , Sheet L-2.01 6r" ,aaa,a 5TRl(;TU;ES. Detail 5 , Sheet L-2.15 6r" ,aaa,a 5TRl(;TU;ES_ Detail 5 , Sheet L-2.15 Detail I , SheetL-2.0'I Do,tall 2 , She.,tL-2.01 Detail -~-• Sh.,etL-2.02 D.,ta,1 2 , Sh.,.,tL-2.16 6r" a.KAY, CC!lr,AC,T, e,oo 416-41a:.. MXa ~ LM-4:lCEflu::e. ca..cR _, l1'$T.AIL FtR -.F,AC,11..1i!El<.5 9'tGIFICA1100 D"tarl I , She"t L-2.11 6r" a.KAY, CC!lr,AC,T, e,oo 416-41a:.. MXa ~ LM-4:lCEf!U. ca..cR EVLJ<bRI.Ih l1'$T.AIL FtR -.F,AC,11..1i!El<.5 9'tGIFICA1100 D .. tall 2 , 51,,..,tL-2.II 6r" a!CIZ!.elE Gt:l'<l:IFf', CC!lr,AC,T, B<I~ GOTZ; ('l5D "ID-6240. MXa ~ G-l.BT102PT"POA CR G-!Br -"tFI", ca..cR G-1 (NA~, TEXTtJ<E, T-5 5'NT"A Fl: 5"N:aA5T. ll'!;T.AIJ.. FtR -.F,AC,l\R'RS 9'tGIFICATIOO D"tarl 5 , 51,.,.,tL-2.12 @ CONC,RETE BENCH 6r" a!CIZ!.elE Gt:l'<l:IFf', CC!lr,AC,T, B<I~ GOTZ; ('151) "ID-6240. MXa •• Gl-f','@46 CR (),mFIEP), ca..cR G-1 (NA~, lEX1\.IIE T-5 5'NT"A Fl: 5"N:aA5T. ll'!;T.AIJ.. FtR -.F,AC,11.!<ERS 9'tGlflCA1100 @ coNc;RETE TRASH RECEPTACLE e BIKERACK PEDESTAL BSQ (SIN5LEJ PET HASTE STATION PARKING LOT A.C. PAVING PARKING LOT STRIPIN5 DRIVE APRON ROLLED CONCRETE CURB ACCESSIBLE PARKING SIGNAGE ACCESSIBLE RAMP W TRUNCATED DOMES RESTROOM BUILDING LED LIGHT FIXTURES RESTROOM BUILDING IMPROVEMENTS COLD JOINT HATER LINE LANDSCAPE AREA DRAINS EXISTING ELECTRICAL ENCLOSURE EXISTING TREES TO REMAIN EXISTING PARK SIGNA5E TO REMAIN PARKIN5 LOT SECURITY Ll5HT 6" VEHICULAR CONCRETE PAVING PLAY EQUIPMENT PLAY EQUIPMENT FALL ZONE 6" CONCRETE CURB 24" HIDE CONCRETE STEP-OUT CURB EXISTING HATER LINE, METER OR UTILITY EXISTING MUSc;o LIGHT D"tail I , SheetL-2.12 6r" a!CIZ!.elE Gt:l'<l:IFf', CC!lr,AC,T, B<I~ GOTZ; ('151) "ID-6240. MXa ~ =~. ca..cR G-1 (NA.~, 'lEX1tJ<E, T-55'NT"AFI: 5"N:aA5T. l1'$T.AIL FtR WN.f,AC,11..1i!El<.5 9'tGIACA1100 D .. tall 5 , Sh .... t L-2.11 6r" ~,oce, (e,oo) <151~0. MXa, fflO Sll<E Rl'GK, ca..cR AUMttM flNISI+. =r. IN;T.AIJ.. FtR M,O,NF,AC,11.IIERS 9'tGlflCA1100 D .. tarl 4 , Sh.,.,t L-2.11 6r" ~ M::ICEE CC!lr,AC,T,~ 4:21~4. l1'$T.AIL FtR M,O,NF,AC,11.IIERS 9'tGlflCA1100 D"tail 4 , Sho,o,t L-2.12 D"tarl 2 , 51,.,.,t L-2.12 PER c;IVIL PLANS PER c;IVIL PLANS PER CIVIL PLANS PER CIVIL PLANS PER CIVIL PLANS AND Detail 5 , Sheet L-2.12 PER CIVIL PLANS AND CITY STANDARD DETAIL 11!>1 PER ELECTRICAL PLANS D .. tall -~-• 51,.,.,t L-2.15 D .. tall 2 , 51,.,et L-2.01 PER CIVIL PLANS, AS SHOHN ON PLANS PER CIVIL PLANS PER CIVIL PLANS. RELOCATION T.B.D. PROTECT IN PLACE PER C,IVIL PLANS PROTECT IN PLACE PER ELECTRICAL PLANS Detail -~-' SheetL-2.0I 6r" L,tl()SC,,6fEsnu;nRS. CCNr,AC,T, caH/ir _.,110! SlevE H.N1" 1'!1461'1 GIOO/. l1'$T.AIL FtR WN.f,AC,11..1i!El<.5 S'tGIFICA"Tla-6 Detoll -~-' Sheet L-2.oq D"tall , Sheet L-2.0'I PER CIVIL PLANS PER CIVIL PLANS PER CIVIL PLANS TO BE REMOVED, PER DEMOLITION PLANS DEDICATION PLAQUE INSET ON LANDSCAPE BOULDER LANDSCAPE BOULDERS 42" HIGH TUBULAR STEEL GUARDRAIL 12" HIDE CONCRETE PLAY AREA RETAINING BOND BEAM 12" HIDE RETAINING CURB BLOCK RETAINING HALL EXTENSION 4 f' D"tall -~-' 51,.,.,t L-2.14 D"tail -=2~, 51,.,.,t L-2.14 D"tall -~4_, 51,.,.,t L-2.14 Detail -~5_, Sheet L-2.14 D"tall -~5_, 51,.,.,t L-2.14 D"tall -=6_, Sheet L-2.14 I I --- I I t-- '.·•.•·.,•" ··, -,"2-:1-- 1 I • ' ' ' ' I I I ' •• \ I \ I \ I ---._'. I I I I I I I I I ' I -I I -1'.L;-:L--+--1 "---· I i' I I I I \ I I ljl.''/(/) I I " , I ' \ I I I I j V C, - - - - - - - -_,..---,,/' C, UNDER6ROUND 5ERVIC.E ALERT GALL: 811 TV'IO V'lORKINS DAYS BEFORE YOU DIS ' ' ' ' ' ' ' ' I I I I I I I I I f N.I.C. J --- TYP. NEH I" HATER SERVICE/METER PER CNB STD 502-L EXISTING IRRIGATION BACKFLOH PREVENTER TO BE REMOVED IRRIGATION QUICK COUFLERS EXISTING OR PROPOSED UTILITY /INFRASTRUCTURE EXISTING BUILDING HALL TO REMAIN EXISTING PEDESTRIAN CONCRETE PAVING CNB TO INSTALL I" SERVICE AND CAP. CONTRACTOR TO INSTALL METER AND PIPING. PER DEMOLITION 4 IRRIGATION PLANS D"tall 2 , 51,.,.,t L-2.15 4 PER IRRIGATION PLANS PER CIVIL PLANS PROTECT IN PLAc;E PER DEMOLITION PLAN PROTECT IN PLACE PER DEMOLITION PLAN B ------------- C, --• ~-=-.....::,,______-~ ",?\a - ----. - I / '"/', / ~·1:-1 _' __ A B 5 15 LESEND, - - MATCHLINE LIMIT OF HORK LIGHT POLE PROTECTIVE PADDIN5 MONUMENT HALL UPLIGHTS RESTORE EXISTING ARBOR STRUCTURE 'I" C,ONCRETE C,URB AT EXISTIN5 BUILDING HING HALL THI C,KENED ED5E AT CONCRETE SCE TRANSFORMER PAD AND RETAININ5 HALL D .. ta,1 -~-• She .. tL-2.05 PER ELECTRICAL PLANS D"tall -~-' Sh.,.,t L-2.15 Detail 5 , Sheet L-2.15 D"tall 4 , sh.,.,t L-2.0I D"tall -~-, Sheet L-2.15 ' ' 1~~~~' L~~~.J B FINISH SCHEDULE G NATURAL GRAY CONCRETE l,IIIITtl RET.ARc:>ANT FINISH BY, TOP-GAST' 0~ .A.PPROYE;D OOUAL. ETGH GOOE "NO. 5" AVAILABLE FROM, DA,.,.ON~OR 1'114) 1>2.2-501>5 -C-ONTAC,T, = POOLE I~ COLO~ CONCF'ETE: WITI-1 R!:TAR.DANT FINISH BY, TOP-GAST' OR APPROveo l:GUAL. ETCH GOOE "NO. 5" AVAILAaLE FIOOM, DAYTON SUPERIOR 1'114) 1>2.2-501>5 -C-ONTAC,T, = POOLE C-OLOR SHALL BE, ~IERRA' NO. 61011> BY, DAVIS COLORS OR APPROVED EGIUAL. APPLY PER MANJFAGTIJRER'S SPECIFICATIONS. @] NATURAL GRAY CONCRETE ~ITH MEDIUM BROOM FINISH. FER CITY' OF NEJ.fORT BEAC.H 5TANDARD DETAIL 5TD-12'0-L. N.I.C. ·@ I END OF POST AND fABLE FENC I N5 --- TYP. R MDESIGN GROUP ROLLED CONCRETE CURB AT PEDESTRIAN OPEN ROLLED CONCRETE c;URB AT MAINTENANCE GATE RELOCATE EXISTING ADA SIGNAGE -~--~ Detail 2 , 51,.,.,t L-2.15 Det"ll 2 , 51,.,.,t L-2.15 SEE DEMOLITION PLAN ' ___ ,- r I I I I I I I I I I I I --l 1,------I I_ ------ C, ( L.O.W. L. O . W . L.O. W . L.O.W. L. O . W . L.O.W. FIFTH AVE IR I S A V E GO L D E N R O D A V E FIFTH AVE NO PARK I N G NOPARKING L.O.W. L.O.W. L.O . W . L.O.W. L.O. W . L.O.W. L.O.W. L.O . W . L.O . W . L.O.W. NOPARKI N G P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A N DSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA C R AIGD.S EN S E N B A CH LICENS E N O . 2 5 47 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION PLAN L-1.02 12 L-1.02 MA T C H L I N E , S E E S H E E T L - 1 . 0 1 0' 5' 10' 20' CONSTRUCTION SHEDULE KEY MAP SCALE: N.T.S. 0 0 0 0 0 0 C.0N5TRUC.T, 4" PEDESTRIAN GONGRETE PAVING GOLD JOINT CONTROL JOINT £>" i'<IDE GONGRETE MOl"IGURB 12" OR 24" i'<IDE PEDESTRIAN GONGRETE BAND -PER PLAN CONCRETE GRADE BEAM 12" WIDE CONCRETE PLAY AREA BOND BEAM CONCRETE STAIRS, HANDRAIL 4 GHEEKi'<ALL CONCRETE STEPS DECOMPOSED GRANITE PAVING POURED-IN-Pl.AGE RESILIENT PLAY SURFACING SAND PLAY 51.JRFAGING SYNTHETIC TURF FIELD MASONRY BLOCK RETAINING i'<ALL DETAIL REFERENCE/ MODEL NUMBER, Detail -~-, SheetL-2.01 Detail -=2-, SheetL-2.01 Detail -=2-, SheetL-2.01 Detail _.:5_, SheetL-2.01 Detail _4~_, SheetL-2.01 Detail-~-' Sheetl.-2.05 Detail , SheetL-2.04 Detail , Sheetl.-2.05 Detail 5 , Sheet L-2.14 Detail 5 4 4 , Sheet L-2.02 Detail 2 , SheetL-2.02 Detail 5 , Sheetl.-2.01 Detail I 4 2 , SheetL-2.oe, Detail 2 , SheetJ..-2.oe, PER SYN-I.I AND SYN-1.2 Detail ___ , Sheet L-2.05 De.tall 24" HIGH MOSAIC TILE RETAINING i'<ALL Detail I , Sheet L-2.0£> 5 , SheetL-2.oe, 42" HIGH POST AND GABLE FENCING 42" HIGH TUBULAR STEEL FENCING Detail 2 , Sheet L-2.10 Detail -~-, Sheet L-2.1£> 42" HIGH TUBULAR STEEL FENCE POSTS D6tall -~-' Sh66t L-2.1£> 12' HIGH BALL CONTAINMENT NETTING AND POLES EXISTING MASONRY i'<ALL TO REMAIN 42" HIGH CONCRETE BOLLARD LIGHT EXISTING MUSCO LIGHT WITH NEW GONGRETE GOLL.AR 4O'X4O' SEQUOIA SHADE SHELTER 2O'X2O' SEQUOIA SHADE SHELTER GONGRETE RAMP PARK ENTRY SIGNAGE 42" HIGH TUBULAR STEEL RAIL EXTENSION 42" HIGH TUBULAR STEEL SLIDING MAINTENANCE GATE ADA PEDESTAL DRINKING FOUNTAIN W BOTTLE FILLER 4 PET BOWL 4 51.JMP /WHERE IDENTIFIED ON PLANS) ADA PEDESTAL DRINKING FOUNTAIN W BOTTLE FILLER 4 SUMP /i'<HERE IDENTIFIED ON PLANS) @ STANDARD OR ADA PICNIC TABLE § GONGRETE BENGH @ CONCRETE TRASH RECEPTACLE @ BIKERAGK @ PEDESTAL BBQ /SINGLE) PET i'<ASTE STATION PARKING LOT A.G. PAVING PARKING LOT STRIPING DRIVE APRON ROLLED CONCRETE CURB ACCESSIBLE PARKING SIGNAGE ACCESSIBLE RAMP W TRUNCATED DOMES RESTROOM BUILDING LED LIGHT FIXTURES RESTROOM BUILDING IMPROVEMENTS GOLD JOINT HATER LINE LANDSCAPE AREA DRAINS EXISTING ELECTRICAL ENGl.051.JRE EXISTING TREES TO REMAIN EXISTING PARK SIGNAGE TO REMAIN PARKING LOT SECURITY LIGHT £>" VEHICULAR CONCRETE PAVING PLAY EQUIPMENT PLAY EQUIPMENT FALL ZONE £>" CONCRETE CURB 24" WIDE CONCRETE STEP-OUT CURB EXISTING i'<ATER LINE, METER OR UTILITY EXISTING ML/SGO LIGHT De.tall -~-, She.et L-2.06 PROTECT IN Pl.AGE SEE DEMOLITION PLAN PER ELEGTRIGAL PLANS PROTECT IN Pl.AGE: SEE DEMOLITION PLAN Detail £> , Sho"t L-2.01 61' 15'ISIOl 51R.ICTl.!e,, Detail 5 , Sheet L-2.15 61' 15'ISIOl 51R.ICTl.!e,. Detail 5 , Sheet L-2.15 D"tail -~-• She"t L-2.0'I Detail 2 , Sheetl.-2.01 De.tall -~-, SheetL-2.02 Detail 2 , Sheet L-2.1£> 61' a.KAY, CGNT','C,T, 8CX) 4'1£>-4Gb. MX:l'l.. #, U<44:2C89Lre. ca.cR ~ IN5Tl'U 19:R ~S9'f'CIFICATICN5 Detail I , Sheet L-2.11 61' B.J<A'T', CGNT','Cr, 8CX) 4'1£>-41Gb. =._ #, Ll<.44:2C89U. ca.cR ~ IN5Tl'U 19:R Ml'W"PCllRRS !ffCIFICATI® Detal I 2 , Sheet L-2.11 61' GUc:i::a.ETE Gl:l'<CR', CGNr,>cr, 1'!<1.-N OOTZ ('15V 15'1-6240. MX:a tt, G..51102'rt>OA CF1. G-1..Br-'!tPJ', = v-1 (NAl\AA,), 'TEX'IU<E T-a =>'NT"A FE ~T. IN5Tl'U 19:R ~,'C,11..RERS 9'f'CIFICATICN5 Detail 5 , SheetL-2.12 61' GUc:i::a.ETE Gl:P<G!'cl', CGNT','C,T, 1'!<1.-N 00TZ ('151) 15'1-6240. MX:li o, Gl-!','6e,4B CF1. ~FIIP), ca.cR v-1 (NAl\AA.), 1EXlU<6 T-a =>'NT"A FE ~T. IN5Tl'U FER M/'W",'C,-9'f'CIRCATICN5 Detail I , Sheetl.-2.12 61' GUc:i::a.ETE Gl:l'<CR', CGNT','Cr, 1'!<1.-N 00TZ ('15V 15'1-6:240. MX:1i 11, GR-0~~. ca.cR v-1 (NAl\AA,), 'IEX1U"5 T-<l=>'NT"AFE ~-IN5T,'U 19:R W/i,f,'C,1\.RERS !ffCIRCATI® Detail 5 , Sheet L-2.11 61' ~-(BCX)) -'161-04!0. M::l:a, 11<10 Ell<E Rl'CK, ca.cR, ,'1.J,MNM RNl9-> R:W::El<COAT. INSTl'U 19:R W/i,f,'C,1\.RERS 9'f'CIRCATICN5 Detail 4 , Sheet L-2.11 61' Hi'61t:N t-1:'.1<:EE CGNT','C,T,~ 421-a:il4. INST,'U 19:R Wli,F,'C,1\.RERS 9'f'CIRCATICN5 Detail 4 , Sheet L-2.12 Detail 2 , Sheet L-2.12 PER CIVIL PLANS PER CIVIL PLANS PER CIVIL PLANS PER CIVIL PLANS PER CIVIL PLANS AND Detc:ail 5 , Sheet L-2.12 PER CIVIL PLANS AND CITY STANDARD DETAIL 1e,1 PER ELECTRICAL PLANS Detail -~-• Sheet L-2.15 Detail 2 , Sheet L-2.01 PER CIVIL PLANS, AS SHOl'IN ON PLANS PER CIVIL PLANS PER CIVIL PLANS. RELOCATION T.B.D. PROTECT IN Pl.AGE PER CIVIL PLANS PROTECT IN Pl.AGE PER ELECTRICAL PLANS Detail -~-, SheetL-2.01 61' u'K)SC;lff;~ CGNT','Cr, CQl6T _.,TI~ S'lev1: HMI' 1'11461'1 GIOO/. IN5Tl'U 19:R M/'W",'C,11..RERS !ffCIFICATI® Detail -~-• Sheet L-2.0'I Detail , Sheet L-2.0'I PER CIVIL PLANS PER CIVIL PLANS PER CIVIL PLANS TO BE REMOVED, PER DEMOLITION PLANS / I I I I DEDICATION PLAGUE INSET ON LANDSCAPE BOULDER LANDSCAPE BOULDERS 42" HIGH TUBULAR STEEL GUARDRAIL 12" HIDE CONCRETE PLAY AREA RETAINING BOND BEAM 12" WIDE RETAINING CURB BLOCK RETAINING HALL EXTENSION ' I I I ' ' '( ' Detail -~-, Sheet L-2.14 Detail -=2~, Sheet L-2.14 Detail -~4_, Sheet L-2.14 D6tall _,:5_, Sheet L-2.14 Detail -~5_, Sheet L-2.14 Detail -~£>_, Sheet L-2.14 ' • ' • I I .. ---;:c-\--------- ~t/,,/,, ' I I I I I I " ,: I 1\ ' \· ' ' --{. I • I I .-' I I I ' /\ ' ,, ---=-,, ,,---,,---o.,;:c,-~~-.. \\ ik' }\_..,,./ .1.C. i ' ' ' • ·-;T -.ll-- \■ ,, ' 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 N.I.G. .. ,,.., ---- '~) ·-_/ _J • • ?: ·----,_ •I I \ \ GALL: 811 TY'IO V'lORKIN5 DAYS BEFORE YOU Dl6 • • • NEW I" i'<ATER SERVICE/METER PER GNB STD 502-L EXISTING IRRIGATION BAGKFLOW PREVENTER TO BE REMOVED IRRIGATION QUICK COUPLERS EXISTING OR PROPOSED UTILITY/INFRASTRUGTURE EXISTING BUILDING HALL TO REMAIN EXISTING PEDESTRIAN CONCRETE PAYING C, GNB TO INSTALL I" SERVICE AND GAP. CONTRACTOR TO INSTALL METER AND PIPING. PER DEMOLITION 4 IRRIGATION PLANS Detail 2 , Sheet L-2.15 4 PER IRRIGATION PLANS PER CIVIL PLANS PROTECT IN Pl.AGE PER DEMOLITION PLAN PROTECT IN Pl.AGE PER DEMOLITION PLAN N.I .G. LIGHT POLE PROTECTIVE PADDING MONUMENT i'<ALL UPLIGHTS RESTORE EXISTING ARBOR STRUCTURE 'l" CONCRETE CURB AT EXISTING BUILDING HING i'<ALL THICKENED EDGE AT CONCRETE SCE TRANSFORMER PAD AND RETAINING i'<ALL B EXTENDED ---=ccc-----.._ WALL - B B N.I.G. J' -----------,-- I LE6END, I I --MATGHLINE I I LIMIT OF HORK I I I I FINl5H 5GHEDULE I I I I / I / / • 0 NAllJRAL SRAY CONCRETE l,,"IITH ~ARDANT FINISH BY1 'TOP-C.AST' OR AFPROY'ED EGUAL. ETCH CODE "NC>. 5" AVAILABLE FR.OM, DAYTON-SUPERIOR tl14) e.22-soe,s -GONT.Ac.T: GHUGK POOLE INTEeR.AL COLOR GONc..R.ETE ~ITH RETARDANT FINISH BY, TOP-GAST' OR APPROVED EQUAL. ETc.+-f GODE "NO. S" AVAILABLE FR.OM, DA"T'TON SUPERIOR ("114) 622-50,!;S -GONT.Ac.T, c.HUGK POOLE GOLOR SHALL BE, 'SIERRA.' NO. 6101.& BY, DAVI$ CO~ OR APPROVED EGUAL. APPl Y PER MAl'l.JFACTIJRER'S SP'EGIFIGATION5. @] NAllJRAL cSRA"I" CONCRETE l,,',IITH MEDIUM BROOM FINISH. PER CITY' OF NEJ.-IPORT BEAGH STANDARD DETAIL STO-leo-L. R MDESIGN GROUP D"tail -~-• Sh.,etl.-2.05 PER ELECTRICAL PLANS Detail-~-, Sheet L-2.15 Detail 5 , Sheet L-2.15 Detail 4 , Sheeot L-2.01 Detail-~-• Sheet L-2.15 J' ). ,f ,f ,f . . ' I ' ' ' (/ / ' ' ' ' ' ' .. ,. ., /' ' ' ' ' . . \ ,' ' , \' i ___ ,.,,,,,,, (---/ ' ' ' ' ' ' • _,/ _ _,,f···"" N.I.G. • ROLLE:D CONCRETE CURB AT PEDESTRIAN OPEN ROLLED CONCRETE CURB AT MAINTENANCE GATE RELOCATE EXISTING ADA SIGNAGE I , N.I.G. • • --,-1 I Detc:all 2 , Sheet L-2.15 Detc,11 2 , Sheet L-2.15 SEE DEMOLITION PLAN / _/ • . .-i , , , I / ¥.A. -·. \ :I I , i ' ' I I 1:-=.> i-,·' . , .".' ,,· / . , " ·, ,.' I . , .-, ! ' . I • ', ' . ,i / ' I •'/ ' I I , I I ' I I I C, t·· ! . ' I '\ I \ I I, I 1', I I I I I I ' I \ I ' '.\ T 1\ I \ ' '-. •' , , , , , , 1: I I I I I I , I 1/ / j ' ' / ,'/ / ,' I ' .. -' I .• / I • • ! ,-•• I / / I,'; / I;'' / ' . I I I i 1,, I 1. _.. i_,, / ,J ' -,, , I I \ ! 1 1 /1 I :I I I /i I I ·-. I • "•<:-,~ ______ ! _,,--co~-=--=.... -~-)'"-·~-, I I ------) __ -----'---------_J_ .L N.I.G. C, . , . , , ! • , , FIFTH AVE IR I S A V E GO L D E N R O D A V E FIFTH AVE NO PARK I N G NOPARKING L.O.W. L.O.W. L.O . W . L.O.W. L.O. W . L.O.W. L.O.W. L.O . W . L.O . W . L.O.W. NOPARKI N G P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A N DSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA C R AIGD.S EN S E N B A CH LICENS E N O . 2 5 47 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION PLAN L-1.03 13 KEY MAP SCALE: N.T.S. L-1.03 SE E S H E E T L - 1 . 0 2 F O R A D J A C E N T I M P R O V E M E N T S MA T C H L I N E S H O W N F O R R E F E R E N C E O N L Y , D O E S N O T R E F L E C T A C T U A L C O N D I T I O N S CONSTRUCTION SHEDULE 0' 5' 10' 20' C.ON5TRUC.T, DETAIL REFERENCE/ MODEL NUMBER, 0 4" PEDESTRIAN GONGRETE PAVING D"tall , Sh.,.,tL-2.01 0 GOLD JOINT D"tall 2 , She,e,tL-2.01 0 CONTROL JOINT D"tall 2 , Sh.,.,tL-2.01 0 £>" HIDE CONCRETE MOY'ICURB Detail 5 , SheetL-2.01 0 12" OR 24" HIDE PEDESTRIAN D"tall 4 , Sh.oe,tL-2.01 CONCRETE BAND -PER PLAN 0 CONCRETE GRADE BEAM DetG1rl , SheetL-2.05 D"tall , Sh.,.,tL-2.04 De.tall , She,e,tL-2.05 0 12" WIDE CONCRETE PLAY AREA Detail 5 , Sh.,et L-2.14 BOND BEAM 0 CONCRETE STAIRS, HANDRAIL DetiCIII 5 4 4 , Sheet L-2.02 4 CHEEKl'IALL 0 CONCRETE STEPS Detail 2 , SheetL-2.02 @) DECOMPOSED GRANITE PAVING De.tall 5 , SheetL-2.01 0 POURED-IN-PLACE RESILIENT Detail I 4 2 , SheetL-2.oe, PLAY SURFACING @ SAND PLAY 51.JRFACING Detail 2 , SheetL-2.oe, @ SYNTHETIC TURF FIELD PER SYN-I.I AND SYN-1.2 e MASONRY BLOCK RETAINING i'<ALL D.otall , Sh.o.ot L-2.05 De.tall I , Sh"et L-2.0£> © 24" HIGH MOSAIC TILE RETAINING i'<ALL Detail 5 , She.,tL-2.oe, © 42" HIGH POST AND CABLE FENCING D.otall 2 , Sh.o.ot L-2.10 @ 42" HIGH TUBULAR STEEL FENCING De.tall , She"t L-2.1£> @ 42" HIGH TUBULAR STEEL FENCE POSTS D6tall , Sh66t L-2.1£> 0 12' HIGH BALL CONTAINMENT De.tall , Sh""t L-2.0£> NETTING AND POLES @ EXISTING MASONRY i'<ALL TO PROTECT IN PLACE REMAIN SEE DEMOLITION PLAN @ 42" HIGH CONCRETE BOLLARD LIGHT PER ELECTRICAL PLANS @) EXISTING MUSCO LIGHT WITH NEW PROTECT IN PLACE: CONCRETE COLLAR SEE DEMOLITION PLAN De,toll £, , Sho"t L-2.01 @) 40'X40' SEQUOIA SHADE SHELTER 61' mlSIOl 51R.iCTU'IES. Detoil 5 , Sheet L-2.15 (§ 20'X20' SEQUOIA SHADE SHELTER 61' mlSIOl 51R.iCTU'IES. Detoil 5 , Sheet L-2.15 @) CONCRETE RAMP D"toil , Sh.,.,t L-2.0'I @ PARK E:NTRY SIGNAGE D"toll 2 , sh.,.,t L-2.01 @) 42" HIGH TUBULAR STEEL RAIL D"toil , Sh.,.,tL-2.02 EXTENSION @ 42" HIGH TUBULAR STEEL D"toil 2 , She"t L-2.1£> SLIDING MAINTENANCE GATE @) ADA PEDESTAL DRINKING 61' a.KAY, CGNr,'C,T, 8CX) 4i£>-4Gb. MX:li #, FOUNTAIN W BOTTLE FILLER 4 U<44:2C89Lre. ca.cR ~ IN5Tl'U 19:R PET BOWL 4 51.JMP /WHERE ~59'f'CIFICATICN5 IDENTIFIED ON PLANS) Detail I , Sheet L-2.11 @ ADA PEDESTAL DRINKING FOUNTAIN 61' BJ<AY, CGNr,'Cr, 8CX) 41£>-41Gb. =._ #, W BOTTLE FILLER 4 SUMP /WHERE Ll<.44:2C89U. ca.cR ~ IN5Tl'U 19:R IDENTIFIED ON PLANS) M/'W",'C,MERS 9'f'CIFICATICN5 Detail 2 , Sh.,.,t L-2.11 @ STANDARD OR ADA PICNIC TABLE 61' GUc:i::a.ETE GlJ"<GR', CCNr,>cr, 1'!<1.-N OOTZ ('15V 15'1-6240. MX:a tt, G..51102'1't>OA CF1. G-1..Br-'!tPr, = C-1 (NAl\AA), = T-a =>'NT"A FE ~T. IN5Tl'U 19:R ~,'C,11..RERS 9'f'CIFICATICN5 Detail 5 , SheetL-2.12 @) GONGRETE BENGH 61' GUc:i::a.ETE Gl:P<G!'cl', CGNrl>CT, 1'!<1.-N OOTZ ('151) 15'1-6240. MX:li o, Gl-!','6e,4B CF1. ~FIIP), ca.cR c-1 (NAl\AA), 1EXlU<6 T-a =>'NT"A FE ~T. IN5Tl'U 19:R Ml'W"l>C-9'f'CIRCATICN5 De.tall I , SheetL-2.12 @) CONCRETE TRASH RECEPTACLE 61' GUc:i::a.ETE Gl:l'<CR', CGNr,'Cr, 1'!<1.-N 00TZ ('15V 15'1-6:240. MX:1i 11, GR-0~~. ca.cR c-1 (NA,1\AAJ, 1EXlU<6 T-<l=>'NT"AFE ~-IN5T,'U 19:R MAl,t,F,'C,1\.RERS !ffCIRCATI® De,tall 5 , Sh.o.ot L-2.11 @ BIKE RACK 61' ~. (BCX)) <161-04!0. M::l:a, 11<10 Ell<E Rl'CK, ca.cR, ,'1.J,MNM RNl9-> R:W::El<COAT. INSTl'U 19:R Wli.Fl>C1\.RERS 9'f'CIRCATICN5 De.tail 4 , Sheet L-2.11 @) PEDESTAL BBQ /SINGLE) 61' Hi'61t:N 1'1:.1<:E!: CGNr,'C,T,~ 421-a:il4. INST,'U 19:R Wli.Fl>C1\.RERS 9'f'CIRCATICN5 Detail 4 , Sheet L-2.12 @ PET i'<ASTE STATION Detail 2 , Sh<0et L-2.12 @) PARKING LOT A.C. PAVING PER CIVIL PLANS @ PARKING LOT STRIPING PER CIVIL PLANS @) DRIVE APRON PER CIVIL PLANS @ ROLLED CONCRETE CURB PER CIVIL PLANS G ACCESSIBLE PARKING SIGNAGE PER CIVIL PLANS AND Detail 5 , Sheet L-2.12 @) ACCESSIBLE RAMP W TRUNCATED PER CIVIL PLANS AND CITY DOMES STANDARD DETAIL 1e,1 @ RESTROOM BUILDING LED LIGHT PER ELECTRICAL PLANS FIXTURES e RESTROOM BUILDING IMPROVEMENTS Detail , Sh.o"t L-2.15 @) COLD JOINT DetG1il 2 , Sheet L-2.01 @ WATER LINE PER CIVIL PLANS, AS SHOHN ON PLANS e LANDSCAPE AREA DRAINS PER CIVIL PLANS @ EXISTING ELECTRICAL ENCL051.JRE PER CIVIL PLANS. RELOCATION T.B.D. e EXISTING TREES TO REMAIN PROTECT IN PLACE PER CIVIL PLANS @ EXISTING PARK SIGNAGE PROTECT IN PLACE TO REMAIN @ PARKING LOT SECURITY LIGHT PER ELECTRICAL PLANS (§) £>" VEHICULAR CONCRETE PAVING Detail , SheetL-2.01 @) PLAY EQUIPMENT 61' u'K)SC;lff;~ CGNr,'Cr, CQl6T _.,TI~ S1ev1: HMr 1'11461'1 GIOO/. IN5Tl'U 19:R M/'W",'C,11..RERS !ffCIFICATI® Detail , Sheet L-2.0'I e PLAY EQUIPMENT FALL ZONE De.tall , Sheet L-2.0'I @) £>" CONCRETE CURB PER CIVIL PLANS @ 24" WIDE CONCRETE STEP-OUT PER CIVIL PLANS CURB @) EXISTING i'<ATER LINE, METER PER CIVIL PLANS OR UTILITY @ EXISTING ML/SCO LIGHT TO BE REMOVED, PER DEMOLITION PLANS @ § @ (§ @ e DEDICATION PLAGUE INSET ON LANDSCAPE BOULDER LANDSCAPE BOULDERS 42" HIGH TUBULAR STEEL GUARDRAIL 12" HIDE CONCRETE PLAY AREA RETAINING BOND BEAM 12" WIDE RETAINING CIJREl BLOCK RETAINING HALL EXTENSION De,tall -~-• Sheet L-2.14 De,tall -=2~, She,e,t L-2.14 De,tall -~4_, Sheet L-2.14 D6tall _.:5_, Sheet L-2.14 Detail -~5_, She.ot L-2.14 Detail -~£>_, Sheet L-2.14 N.I.C. 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 C -- GALL: 811 TY'IO V'lORKIN6 DAYS BEFORE YOU DIG -- NEH I" i'<ATER SERVICE/METER PER CNB STD 502-L EXISTING IRRIGATION BACKFLOH PREVENTER TO BE REMOVED IRRIGATION QUICK COUPLERS EXISTING OR PROPOSED UTILITY/INFRASTRUGTURE EXISTING BUILDING WALL TO REMAIN EXISTING PEDESTRIAN CONCRETE PAYING L.O.V'l. - -- CONNECT i'<A TER TO NEH DRINKING FOUNTAIN 12" ACF APPROX. 1e,• PROM PUBLIC RW) CNB TO INSTALL I" SERVICE AND CAP. CONTRACTOR TO INSTALL METER AND PIPING. PER DEMOLITION 4 IRRIGATION PLANS D"tail 2 , Sheet L-2.15 4 PER IRRIGATION PLANS PER CIVIL PLANS PROTECT IN PLACE PER DEMOLITION PLAN PROTECT IN PLACE PER DEMOLITION PLAN -- I I I I I I I N.I.C. N.I.C. G LIGHT POLE PROTECTIVE PADDING @ MONUMENT i'<ALL UPLIGHTS @ RESTORE EXISTING ARBOR STRUCTURE @ 'l" CONCRETE CURB AT EXISTING BUILDING WING i'<ALL @ THICKENED EDGE AT CONCRETE @ SCE TRANSFORMER PAD AND RETAINING i'<ALL N.I.C. -- -- -L.O.W. LE6END, --MATCHLINE LIMIT OF HORK FINl5H 5CHEDULE 0 NAllJRAL SRAY CONCfaETE l,,"IITH ~ARDANT FINISH BY1 'TOP-C.AST' OR AFPROY'ED EGUAL. ETCH CODE "NC>. 5" AVAILABLE FROM, DA"T"TON-SUPERIOR t114) e.22-soe,s -GONT.Ac.T: GHUGK POOLE INTEeR.Al.. COLOR GONGR.ETE l,,',IITH RETARDANT FINISH BY, TOP-GAST' OR APPROVED EQUAL. ETCH CODE "NO. S" AVAILABLE FROM, DA"T"TON SUPERIOR tl14) e.22-soe,s -GONT.Ac.T, GHUGK POOLE Gal.OR SHALL BE, 'SIERRA.' NO. 6101.& BY, PAV!$ CO~ OR APPROVED EGUAL. APPl Y PER MAl'l.JFACTIJRER'S SPECIFICATIONS. @] NAlURAL 6RAY CONCRETE l,,',IITH MEDIUM BROOM FINISH. PER CITY' OF NEJ.-IPORT BEAGH STANDARD DETAIL STO-leo-L. R MDESIGN GROUP D"tall , Sheet L-2.05 @ ROLLED CONCRETE CURB Detail 2 , Sheet L-2.15 AT PEDESTRIAN OPEN PER ELECTRICAL PLANS @ ROLLED CONCRETE CURB Detail 2 , Sheet L-2.15 AT MAINTENANCE GATE Detail , Sh.,.,t L-2.15 e RELOCATE EXISTING ADA SEE DEMOLITION PLAN SIGNAGE Detail 5 , Sheet L-2.15 De,tall 4 , Shee,t L-2.01 Detail , Sheet L-2.15 N.I.C. P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION DETAILS L-2.01 14 PER CON5TRLJCTION PLANS PER CONSTRUCTION PLANS FLUSH SLOPE PER GRADING PLANS ~ SECTION -D.6. PAVINcS ADJACENT TO cSRADE 6EAM \CJ SC.ALE, 1-1/2" = 1'-0" PER CONSTRUCTION PLANS 1% MIN -3% MAX. PER CIVIL PLANS ) FLUSH ® SECTION -D.6. PAVINcS ADJACENT TO MOl-'l CURB OR PAVINcS SCALE, 1-1/2" = 1'-0" 5 DECOMPOSED GRANITE PAVING PA - --- I, F-------------' I J1 I PA - • ~ ' 12"~i/ q• " . , . 0 • • 'i ' 1 . " ' I ' . 11 I ' i,- I .. LEGEND, 4" DEPTH, PRE-ElLENDED "OReANIC-LOCK" A15eREGATE PAVIN15 MIX HITH "OReANIC-LOCK" 5ELF-HEALIN15 OReANIC EllNDER. ElY, ,!;AIL MATERIALS, CORONA, CA. CONTACT, DAVE DZHILEHSKI ('151) 661-t>IOI. COLOR., 150LD. INSTALL PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. eR.ADE PAVINe TO ENSURE POSITIVE DRAINAeE AHAY FR.OM ALL STRUCTURES AND SYNTHETIC TURF FIELD. SEE CIVIL EN5INEER.'5 PLANS AND SPECIFICATIONS. CONCRETE MOH CUR.El, HHER.E OCCURS. SEE CONSTRUCTION PLAN FOR LOCATIONS AND DETAIL 5, THIS SHEET. CONCRETE eR.ADE ElEAM, HHER.E OCCURS. SEE CONSTRUCTION PLANS FOR LOCATION AND SHEETS L-2.0:5 THROUeH L-2.01 FOR VARIOUS CONDITIONS. CONCRETE PAVINl5, HHER.E OCCURS. SEE CONSTRUCTION PLAN, FOR TYPE AND LOCATION AND DETAIL I, THIS SHEET. 5U615RADE PR.Ef'ARATION AND COMPACTION PER 15EOTECH R.Ef'OR.T. 5EE SPECIFICATIONS. SYNTHETIC TURF FIELD. SEE CONSTRUCTION PLANS. NOTES, CONTR.AGTOR. SHALL PROVIDE 5U6MITTAL AND PHY5IGAL SAMPLE Of 5TAEllLIZED DEGOMPOSED eR.ANITE IN 5PEGIFIED SIZE AND c;oLOR. FOR. R.EVIEH AND APPROVAL ElY GNEl ENelNEER. PRIOR. TO ACGIJl5ITION AND DELIVERY TO PROJEGT SITE. GONTR.AGTOR. TO PROVIDE t,' x t,' MOCKUP OF DEGOMPOSED eR.ANITE FOR REVIEW AND APPROVAL ElY GNEl ENelNEER. PRIOR TO INSTALLATION. 5EE SPECIFICATIONS. ALL CONCRETE TO ElE TYPE IIN, MINIMUM COMPRESSIVE 5TR.ENeTH. PER 5PEGS. MAXIMUM HATER GEMENT RATIO (We;) TO ElE 0.5. SEE 15EOTEGH REPORT. LE6END, (j) MUSCO LleHT POLE CONCRETE PAVINS. LOCATION PER GONSTRUGTION PLAN. GON5TRUGT PAVIN15 5EGTION PER DETAIL I, THIS SHEET. DEPTH OF SECTION PER 15RADIN6 PLANS. @ EXISTIN15 MU5= LISHT POLE(S) AND FOOTINe5 TO REMAIN. PROTEGT IN PLAGE. SEE DEMOLITION AND ELEGTR.ICAL PLANS. @ Ie," WIDE c;oNCR.ETE eR.ADE ElEAM. SEE c;oN5TRUGTION PLAN AND SHEET L-2.05 AND DETAIL I, GONDITION F, SHEET L-2.04. © T\JElULAR. STEEL FENCE POST. SEE c;oN5TRUGTION PLAN AND DETAIL I, SHEET L-2.I6. @ ElALL GONTAINMENT NETTINS P05T5. SEE CON5TRUGTION PLAN AND DETAIL I, SHEET L-2.06. @ ADJAGENT 5YNTHETIG TURF FIELD. SEE GONSTRUGTION PLAN AND SYNTHETIG TURF PLANS. G) GONGR.ETE CONTROL JOINTS PER DETAIL 2, THIS SHEET. LOCATE PER c;oN5TRUGTION PLAN AND eEoTEc;H REPORT. @ EXl5TINl5 ElLOGK R.ETAININe HALL TO REMAIN. PROTEGT IN PLAGE. SEE DEMOLITION PLAN . © 114 R.EElAR. AT 12" O.G. EACH WAY, GENTER IN SLAEl. SEE SEOTEc;H REPORT AND SPEGIFIG.ATION5. @ GOLD JOINT PER DETAIL 2, SHEET L-2.01. @ THIGKENED TURN DOWN EDeE .AT LleHT GOLL.AR WHERE R.ET.AININS. SEE R.ET.AININe COLL.AR. SECTION, THIS DETAIL. @ ELEGTR.ICAL PULL ElOX. SEE ELEGTR.IGAL PLANS. PLAN VIEl-'l -LIISHT POLE COLLAR AT RETAININcS 1--lALL SC.ALE, 1/2" = 1'-0" PLAN VIEW -LlcSHT POLE COLLAR @ SYN. TURF SC.ALE, 1/2" = l'-0" @ EXI5TIN15 MU5= LISHT POLE FOOTIN15. SRIND AND REMOVE 4" DEPTH GONGR.ETE FR.OM TOP OF FOOTINe TO .ALLOW FOR NEW GONTINUOUS GONGR.ETE POUR. .AND EXPANSION JOINTS. DO NOT EXPOSE R.EINFOR.CINe STEEL OF FOOTINS. REMAINDER OF FOOTINe IN PLACE. NOTES, I 5'-3° . 1 ' . T '. +-+--+-, I PA " FLA~ VIEl-'l -LIISHT POLE COLLAR AT cSRADE BEAM SC.Alj.E, 1/2" = 1'-0" 6 EXISTING MUSCO LIGHT CONCRETE COLLAR FER PLAN UNDERcSROUND SERVIC.E ALERT GALL: 811 TV'IO V'lORKINcS DAYS BEFORE YOU Die @ .ALL CONGR.ETE TO SE TYPE IIN, MINIMUM GOMPR.E55IVE 5TR.EN6TH PER 5PEGS. MAXIMUM WATER CEMENT RATIO (We;) ElE 0.5. SEE 15EOTEGH REPORT. ® GONGR.ETE AND R.EINFOR.CINS INFORMATION INDICATED HEREIN, ARE MINIMUMS .ARE 6.ASED ON INFORMATION CONTAINED IN THE PROJEGT 15EOTECHNIGAL REPORT .AVAIL.ABLE AT THE TIME OF PREPARATION OF THESE DOGUMENTS. PER PL.AN LEcSEND, t -'----'--- b" T"r'P. t ENLARcSEMENT -MOl-'l CURB SCALE, 5" = I '-0" 0 POUR.ED IN PLACE c;oNc;R.ETE MOW c;UR.El HITH 1/2" TOOLED RADIUS AT ALL GORNER.5 AND ED5E5. ADJACENT FINISHED 15RADE. SEE c;oNSTR.IK,TION PLANS FOR. LOGATION5. 5U615RADE PREPARATION AND c;oMPAGTION PER eEOTEGH REPORT. SEE SPEGIFIGATIONS. NOTES, PROVIDE SCORE JOINTS O 4' O.G. MAX AND AT ALL c;oR.NER.5 PER GON5TR.IK,TION PLAN AND eEoTEc;H REPORT. ALL GONGR.ETE TO ElE TYPE IIN, MINIMUM GOMPRE55IVE 5TR.ENeTH. PER 5PEC5. MAXIMUM WATER c;EMENT RATIO (We;) ElE 0.5. SEE eEoTEc;H REPORT. GONGR.ETE AND R.EINFOR.c;IN15 INFORMATION INDICATED HEREIN, ARE MINIMUMS ElASED ON INFORMATION GONTAINED IN THE PR.OJEGT eEOTECHNIGAL REPORT AVAILAElLE AT THE TIME Of PREPARATION Of THESE DOGUMENT5. :3 CONCRETE MOW CURB PER PLAN ~ 2'-0" MAX, TYP. J r , --A-r--nr-,--1, 'n-n-r-r-/-~-;r',.J'-'11 I _111111_, -I -111-111-1 -111-1 1-1 -111-111-' -111 Ill I Ill Ill I Ill Ill I =1 111-,,1_1 -111-111-1 _11-111-1 -111-1111 _1_1-,,,1 -,,. --=111 111 SECTION -CONCRETE BAND SCALE, l"=l'-0" LE6END, SECTION -CONCRETE BAND H/ THICKENED EDcSE SCALE, l"=l'-0" GONCRETE ElANDINe. WIDTH, THIGKNE55 AND FINISH VARIES. SEE GONSTRUGTION PLAN FOR SIZE, LOG.A TION, .AND FINISH. 1/2" TOOLED RADIUS, ALL GORNER5 .AND EDl5E5 OF GONGRETE. (I) 114 c;oNTINUOU5 TOP AND BOTTOM AT THIGKENED EDeE c;oNDITION5 A5 SHOWN. .ADJACENT GONCR.ETE PAVIN15. SEE CONSTRUGTION PLANS AND DETAIL I, THIS SHEET FOR LOGATION, TYPE AND FINISH. 5UEleR..ADE PREPARATION .AND c;oMPAGTION PER eEOTEGH REPORT. SEE 5PEGIFIG.ATIONS. c;oLD JOINT PER DETAIL 2, THIS SHEET. NOTES, JOINT SP.AGINS .AS SHOWN ON c;oNSTRUGTION PLAN .AND 5PEGIFIG.ATIONS. ALL GONCRETE TO ElE TYPE IIN, MINIMUM c;oMPR.E55IVE 5TR.EN6TH PER 5PEC5. MAXIMUM WATER GEMENT RATIO (We;) ElE 0.5. SEE SEOTEGH REPORT. GONCRETE .AND REINFOR.CINS INFORMATION INDIGATED HEREIN, ARE MINIMUMS .ARE S.A5ED ON INFORMATION GONT.AINED IN THE PROJEGT SEOTEGHNICAL REPORT .AVAILAElLE AT THE TIME OF PREPARATION OF THESE DOGUMENTS. 4 CONCRETE BAND R ............ MDESIGN GROUP -. N . - N 0 r r '--111 . . .. -- WIDTH PER PLANS 1_11-1 1_111-1 1_11 1_111-1 1_111-1 1_111-1 1_111-1 1_111-1" SECTION -PEDESTRIAN CONCRETE PAVINcS SC.ALE, 1-1/2" = 1'-0" HIDTH PER PLANS I _· . -1 _I I 1-1 _I I 1-1 _I I 1-1 _I I 1-1 _I I I-_I 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 ' LEeEND, SECTION -VEHICULAR CONCRETE PAVING SC.ALE, 1-1/2" = l'-0" 4" THIGK c;oNGR.ETE PAVIN15 PER GITY STD. Ie,o AT ALL PEDESTRIAN PAVINe SEGTIONS. t," THIGK c;oNc;R.ETE PAVINS AT ALL VEHIGULAR. PAVINS SEGTION5. SEE c;oN5TRUGTION PLAN FOR TYPE, GOLOR AND FINISH. ADJAGENT FINISH eR.ADE. 5U615RADE PREPARATION AND GOMPAGTION PER eEOTEGH REPORT. SEE 5PEGIFIGATION5. 1/2" TOOLED RADIUS, ALL CORNERS AND EDeE:5 OF CONCRETE. NOTE&, c;oNTR.AGTOR. TO PROVIDE t>'Xt>' CONCRETE MOGKUP OF ALL TYPES AND FINISHES, JOINTS, ETG. FOR. REVIEW AND APPROVAL ElY GNEl ENelNEER.. c;oNTR.AGTOR. TO PROVIDE CONGR.ETE MIX DESI.SN 5U6MITTAL PER SPEGIFIGATIONS. ALL c;oNCR.ETE TO ElE SEALED WITH 5ILOXANE Y'IEl c;oNc;ENTR.A TE c;oNc;R.ETE SEALER. PROVIDED ElY MIKE DAVIS Of INNOVATIVE GONCR.ETE PRODUCTS AND MARKETINe, INC. GONTACT, ('14'1) 4'\e.-1011. PROVIDE Y4" FALL PER 12" OF RUN ON ALL PAVIN15, MINIMUM. PER GIVIL EN15INEERS PLANS. 5EE DETAIL 2, THIS SHEET FOR c;oNCR.ETE JOINTS. JOINTS PER c;oN5TRUGTION PLAN. ALL GONCR.ETE TO ElE TYPE IIN, MINIMUM GOMPR.E55IVE 5TR.ENl5TH PER SPEG5. MAXIMUM WATER GEMENT RATIO (We;) TO ElE 0.5. SEE eEOTEGH REPORT. c;oNCR.ETE AND R.EINFOR.CINe INFORMATION INDIGATED HEREIN, ARE MINIMUMS ARE 6A5ED ON INFORMATION c;oNTAINED IN THE PROJEGT 15EOTEGHNICAL R.Ef'OR.T AVAILAElLE AT THE TIME OF PREPARATION OF THESE DOGUMENTS. CONCRETE PAVING 1/2" S. EXPANSION JOINT I I --- \!=XISTINS Fi:.f-TWOR ' NEW FL.AT WORK ' \ I I I I I W FL.AT/ WORK I / / __ ,, GOLD JOINT ft ;)/lb" LEGEND, 0 1/4" RADIUS EDSE. (3} PAV\Ne FINISH SURF.AGE PER CON5TRUGTION PL.AN, 5HEET5 L-1.0I THR.U L-1.03. ® 1/4" DECK-o--FOAM EXPANSION MATERIAL ElY, H.R. MEADOWS OR. .APPROVED EQUAL. INST.ALL PER M.ANUFACT\JR.ER'S SPEGIFIGATIONS. ('IO'I) 4t>'l-2t>Ot>. © "6UN-6R.ADE" TWO-PART POL '!'UR.ETHANE SE.ALER ElY, PECOR.A c;oR.FOR.ATION (WO) 52:5-t,t,e,e,, OR APPROVED EQUAL. FOR SID PURPOSES, COLOR SHALL SE, A. "LIMESTONE" (03'1) IN FIELDS OF NATURAL eR.EY CONCRETE. E. ENL.AReEMENT AT EXPANSION JOINT S. "BEIGE" /5'15) IN FIELDS OF GOLOR.ED c;oNCR.ETE. NOTES, @ LOG.ATE JOINTS PER SPEGIFIG.ATION5 UNLE55 OTHERWISE INDIG.ATED ON PLANS. @ SEALANT GOLOR. TO MATGH .ADJACENT PAVINe. @ .ALL EXPANSION JOINT SEAL.ANT TO ElE SEEDED WITH SILICA SAND. @ PROVIDE SAHc;UT JOINTS .AT POSTS .AND GENTER.ED ElETWEEN POSTS, TYP. ALONe ALL FIELD FENGINS. SEE PL.ANS. @ ALL c;oNc;R.ETE TO ElE TYPE IIN, MINIMUM c;oMPR.E55IVE 5TR.EN6TH PER SPECS. MAXIMUM WATER c;EMENT RATIO (We;) TO ElE 0.5. 5EE eEOTECH R.Ef'ORT. 2 CONCRETE JOINTS FINAL SEALANT GOLOR. 5ELEGTION SH.ALL ElE PER GITY UPON REVIEW AND APPROVAL Of GONTR.AGTOR PROVIDED PAVINe SAMPLES IN THE FIELD. SEE 5PEGIFIG.ATIONS. ® 5PEED-DOV'EL AT \e," O.G. AT ALL JOINTS W"4 R.EElAR., MODEL NO. P5DO'l/114TX SPEED DOWEL SLEEVE WITH PSD/#4SX El.ASE AS PROVIDED ElY -N5TR.E.AK eR.OUP OR APPROVED EQUAL. (WO) 525-'1504. USE ONLY .AT LOG.ATION5 HHERE NEH FLAT WORK 15 JOININl5 EXl5TINe, TYPIGAL. @ EXISTINe GONGR.ETE P.AVINS. G) S.AWCUT JOINT. SINSLE Ell.ADE HITH I/lb" ElEVEL .AND CONTINUOUS GR..AGK GHASER. @ DRILL .AND EPOXY SET SPEED DOWELS IN EXISTINe CONCRETE P.AVINe. * 3/4" IF P.AVINS LE55 TH.AN 4" THIGK. I" IF PAVINS 4" THICK OR. eR.EATER L NR I TCAT UU ET ACOF OLIF ED S S R S ETSIGE OM R RT LRA No. S2827 ATAF M U LOO RP SEOF ANISO I R A I E N G E E N FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR DIMENSIONS AND ANY AND ALL ITEMS RELATED TO ARCHITECTURAL, PRECAST ITEMS AND OTHER DISCIPLINES.P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION DETAILS L-2.02 15 i • iR 0::- I-I" ::!; IS\ • IL ~Q l: • \ll "' Q z 1.2" ~ERFORROK --..___AND 5UN 5RADE SECTION ENLARGEMENT 'C,' SC.ALE: 3 11 = 11-0 11 GL I SEALANT i i (,SEE ~ -#-----+++-12_'.,,.' ENJ..ARGEMENT I IC.I ' i "I . FS 34 l'W 35 \ I \ \/ \ \. \ ;,, \ / / \ , \ / '-. I \ / / \ . ._~ 5.2.~/ fe:5\ 50.00\/ c:i7,i 33.:ld• T~\31.30 ' . • • • • . • PLAN VIEl-'l -CONCRETE STAIRS WHANDRAIL AT 5-1.2 TOT LOT SC.ALE, 1/4" = l'-0" DIMENSION PER LOCATION ON CONSTF1.IJC,TION PLAN Ea. 4'-0" MAX O.C. SPACINS l EG. I ~ ·-·----, ·---···• 1 SI 4'-0" MAX O.C,. SPACINLS --'l----~-\---1Pc"'71 I ,....___,___,,,_ 0, I 0 • • I I , I GL MIN. - CLR.-11--1::- < • SEC Tl ON El -C.HEEKl-'lALL SC.ALE: 111 = 1'-0" I' 2' TYP. II I II 11-1 ~~'""I 'c------J.!.!~ -•-I: •,. • . o 2% T'Y1>· -j ' .,~ ,' . 0 ., IL 2% TYP.) 4t " {:. ',, 6" TYP IL I= • "' CHEEK WALL FOOTINS BEYOND. .ITT: ' ~';l'.~N :3;4: ~:;::--L CONCRETE STAIRS !&HANDRAIL r, .'¢ 111 M~~~~~~";ffi$;fl:g!r'_~ _miJl-111111 I~ _ '-!!1.--,-,~-1=111=1 I l=I I b 12··~1. ~"'-' i'1111i'1111i'11 111~ :l.lJ_:LU_::J.LJ_::::J..!J CONCRETE STAIRS, HANDRAIL, AND CHEEK V'IALL ...----,r- DI -HANDRAIL MID-CONDITION SECTION VIEH SC.ALE, I" = l'-0" I' DIA. MIN. 0 D:5 -HANDRAIL END CONDITION PLAN VIEH SCALE, I" = l'-0" 4" I" I" D4 -SAFETY STRIP ISROOVES AT TREADS SC.ALE: 5 11 = l'-0 11 D.2 -CHEEK 1-'lALL ¢ HANDRAIL FOOTINIS AT STEPS SECTION VIEH SCALE, I" = l'-0" ~ ~ TYP. ALL TREADS S REFERENCE IMAISE SC.ALE, N.T.S. LESEND (D 2" DIA. HOLLOW STEEL BALL-II GAUSE. INSTALL AT ALL VERTICAL POST CONDITIONS WELD TO TOP OF POST, TYPICAL. @ 1-1/2" DIA. /1-1/f>" O.D.) METAL RAIi., WELD TO POST AND HANDRAIL SUPPORT BRACKET C.ONTINLOUS. ® 1-1/2" DIA. /1-1/f>" O.D.) METAL POST, SPACED 4'-0" O.C.. MAX. EMBED MIN. 12" IN CONCRETE PAVINe / FOOTINe. CORE DRILL OR PROVIDE 3" SCH. 40 PVC SET 1/2" BELOW ADJACENT FINISH SURFACE. SEC.URE V'IITH SUPER POR--ROK OR APPROVED EGUAL. TO 1/2" BELOV'I ADJACENT FINISH SURFACE. APPLY 1/2" BEAD OF "GUN GRADE" POLYMER SEALANT BY, PECORA, OR APPROVED EQUAL, TO TOP OF SUPER POR-ROK BACKFILi. (f>OO) 523-6510. COVER SURFACE OF WET SEALANT V'IITH SILICA SAND. SEALANT COLOR, TO MATCH ADJACENT C.ONc-RETE. INSTALL POSTS SPACED EVENLY. @ 3/4" SCH 40 STEEL HANDRAIL BRACKET /WELD TO POST), THREADED THROU<&H POST, PROVIDE CONTINUOUS WELD. @ PROVIDE TOOL GROOVED TREADS AS DIMENSIONED ON ALL TREADS. TREADS SHALL RECEIVE 3" V'IIDE NON-SLIP SAFETY PAINTED STRIP, CONTINUOUS ALONe LENGTH OF EACH STEP. COLORS, YELLOW AT TOP AND BOTTOM RISERS/ BLACK ON ALL INTERMEDIATE RISERS. PAINT SY, MONOPOLE INc-., TYPE, FlOOF1.e-OAT, MODEL, 2400 I 2500, OR APPROVED EQUAL. INSTALL PER MANLFAC.TURER'S SPECIFICATIONS (f>lf>) 500-f>5f>5 @ STAIR PAVINe NATURAL GREY C.ONc-RETE WITH STEEL TROV'IEL, NON-SLIP FINISH. SEE DETAIL I, SHEET L-2.01. G) SUBcSR.ADE PREPARTION AND COMPACTION PER SEOTECH REPORTS. SEE SPECIFICATIONS. @ C.ONc-RETE FOOTING AS SHOV'IN. @) REINFORCEMENT, REFER TO DETAIL 3, THIS SHEET. 4 CONCRETE STAIRS AND HANDRAIL ENLARGEMENTS UNDER6ROUND 5ERVIC.E ALERT GALL: 811 Ti-'lO HORKINS DAYS BEFORE YOU DIS . iR G) @ @) @ ® @ @) (8) ® (@ @ @ ® 0 ® © @ ® ® @ ® 0 LESEND, CONc-RETE FAVINS. SEE CONSTRUCTION PLANS AND DETAIL I, SHEET L-2.01. CONTINLOUS COLD JOINT. PER DETAIL 2, SHEET L-2.01. CONc-RETE FOOTINS AND REINFOF1.c-EMENT AS SHOV'4N. HANDRAIL DETAILS DI THF1.0U<&H D1, SEE DETAIL 4, THIS SHEET. POURED-IN-PLACE CONCRETE CHEEK l'-IALL WITH I" CHAMFER ON ALL EDSES. STEEL TROWEL FINISH. SEE CIVIL PLANS FOR GRADES / FINISH SURFACE ELEVATIONS. POURED-IN-PLACE CONCRETE STEPS. SEE CIVIL PLANS FOR SRADES / FINISH SURFACE ELEVATIONS. NON-SLIP STEEL TROl-'EL FINISH. SEE DETAIL 4, ENLARSEMENT D4, THIS SHEET FOR TREAD. 1-1/2" DIA. /I-1/f>" OD) METAL POST, SPACED 4'-0" O.C.. MAX. EMBED MIN. 12" IN CONCRETE PAVINe / FOOTINe. CORE DRILL OR PROVIDE S" SCH. 40 PVC SET 1/2" eELOV'I ADJACENT FINISH SURFACE. SEc-URE WITH SUPER POR-ROK OR APPROVED EQUAL, TO 1/2" eELOV'I ADJACENT FINISH SURFACE. APPLY 1/2" BEAD OF "SUN SRADE" POLYMER SEALANT SY, PECORA, OR APPROVED EGUAL, TO TOP OF SUPER POR--ROK BACKFILL (f>OO) 523-6510. COVER SURFACE OF WET SEALANT V'IITH SILICA SAND. SEALANT COLOR, TO MATCH ADJACENT CONCRETE. INSTALL POSTS SPACED EVENLY. TOOL SROOVED TREADS. SEE DETAIL 4, ENLARSEMENT D4, THIS SHEET. FINISH cSR.ADE, SEE CIVIL ENGINEERS PLANS. SUSGF1.ADE PF1.EPARATION AND COMPACTION PER GEOTECH REPORT. SEE SPECIFICATIONS. (2) "5 TOP AND BOTTOM REBAR, CONTINUOUS. #4 REBAR x J AT 12" O.C.. VERTICAL, CENTERED IN WALL. ALTERNATE SEND AT FOOTINe AS SHOWN. ~ REBAR AT 12" O.C.. EACH WAY, AT MID HEIGHT OF SLAB. (2) ~ C.ONTINLOUS REBAR. 2" CLEAR FROM TOP OF l'-IALL. (2) ~ C.ONTINLOUS, TOP t BOTTOM REBAR. #4 NOSING SAR, C.ONTINLOUS, TYPICAL. #4 REBAR AT 12" O.C.. HORIZONTAL. (2) ~ C.ONTINLOUS REBAR. SPEED DOWEL AT 24" O.C. SPACINe. SEE DETAIL 2, SHEET L-2.01. NOTES, PROVIDE SCALED SHOP DRAWINGS OF HANDRAIL CONSTRUCTION FOR CNS EN<SINEER'S REVIEW AND APPROVAL PRIOR TO FABRICATION. SEE SPECIFICATIONS. FABRICATION SHALL BE PER FIELD MEASUREMENTS VERIFIED BY THE C.ONTF1.ACTOR. ALL STEEL AND FITTIN<SS SHALL BE METALIZED AND ZINC/EPOXY TNEMEC COATED, BLACK, PER SPECS. SUBMIT SAMPLE OF POST AND RAIL FABRICATION TO SHOV'I V'IELDS AND FINISH. SEE SPECIFICATIONS. ALL METALIZED STEEL FIFE SHALL eE SCH 40, UNLESS NOTED OTHERV'IISE. eEVEL ALL MEMBERS PRIOR TO WELDIN<S. WELD 4 <SRIND FLUSH. ALL METALIZED STEEL V'IELDS TO BE C.ONTINLOUS GROUND SMOOTH. HEl<&HT OF HANDRAIL FROM FINISH SURFACE OF TREAD TO TOP OF HANDRAIL SHALL eE MAX 36". • FOR "DX" C.ALLOUTS, REFER TO DETAIL 41,THIS SHEET FOR HANDRAIL ENLARSEMENT DETAILS AND CONNECTIONS. ALL CONCRETE TO SE TYPE IIN, MINIMUM COMPRESSIVE STRENGTH PER SPECS. MAXIMUM WATER CEMENT RATIO (WC.) TO BE 0.5. SEE GEOTECH REPORT. CONCRETE AND REINFORCING INFORMATION INDICATED HEREIN, ARE MINIMUMS AND ARE BASED ON INFORMATION CONTAINED IN THE PROJECT GEOTECHNIC.AL REPORT AVAILABLE AT THE TIME OF PF1.EPARATION OF THESE DOCUMENTS. SEE CONSTRUCTION PLANS FOR LOCATION. I I I I I I I \ I \ I \ I \ I \ / ' / ' / '-/ '-,,,, ------ NOTES, PROVIDE SCALED SHOP DRAWINGS OF HANDRAIL CONSTRUCTION FOR CNS ENGINEER'S REVIEW AND APPROVAL PRIOR TO FABRICATION. SEE SPECIFICATIONS. 20' EG. (5' MAX O.C.. SPACING) EG. EG. EG. / / / / / / / / 1- / / ,__ --7 -/ '· EXISTINIS FENCE REFERENCE IMAISE SC.ALE, N.T.S. PLAN VIEl-'l -42" HIISH PIPE FENGE SC.ALE, 1/.2" = l'-0" • '.I' IO 12" DIA. IL I= :i N~ l: • -l: N 1111111111111 EG. EXISTINe FENCE EG. (TO MATCH EXISTING) /4' MAX O.C. SPACINe) EG. (TO MATCH EXISTING) /4' MAX O.C. SPACING) EG. (TO MATCH EXISTINe) /4' MAX O.C. SPACING) EG. (TO MATCH EXISTINe) /4' MAX O.C.. SPACING) -------------------------------/;::========t=========;;\::========\========:::::;<, ----------'' --~-----------~ " : : . '' 10 w(:S i " ,, 11 ' ' ' ' ' :i ~ ~~ ,' IL r,0 "' " -== ~ ===~~============== IO " " " " " " " " ' ----------,============le:============1e===========:!+===========1 ----------1 ' ' ' ' ' ' ' . ci • z~ N--l: w SECTION -4.2" HIISH PIPE FENCE SC.ALE, 1/2" = 1'-0" SECTION -4.2" HIISH PIPE FENCE SC.ALE, 1/.2" = 1'-0" L,EE;ENC>, (D 1-1/2" SCH. 40 (2" O.D). STEEL FIFE. @ 1-1/2" SCH. 40 (2" O.D) STEEL PIPE POSTS AT 4' MAX O.C.. SPACING., AS INDICATED. ® NEW C.ONc-RETE PAVING. SEE LANDSCAPE CONSTRUCTION PLAN AND DETAIL I, SHEET L-2.01. CONTINUOUS !" POLYFOAM V'IF1.AP BY W.R. MEADOWS. HOLD FOAM DOWN ~" FROM TOP OF C.ONc-RETE SURFACE. APPLY J." BEAD OF 'GUN GRADE' SEALANT BY ~ OR APPROVED EGUAL. POL YFOAM V'IRAP TO BE PROVIDED ONLY FOR DEPTH OF CONCRETE BAND -WRAP DOES NOT EXTEND INTO FOOTING BELOW. POST FOOTINe, AS SHOWN. @ G) COMPACTED, MOISTURE-CONDITIONED SUBcSR.ADE FER GEOTEC.H REPORT. EXISTING RAIL AND POST END. CUT AND WELD NEV'I PIPE TO EXISTING. WELD SMOOTH AND FLUSH. ASPHAI. T PAVING. SEE CIVIL PLANS. THICKENED EDSE. SIMILAR TO DETAIL '4', SHEET L-2.0I. EXISTINe FENc-E RAILS. PROTECT-IN-PLACE. EXISTING CONc-RETE PAVINe. PROTECT-IN-PLACE. , .. •4 X '-<: o EACH POST. ~-"4 CONT., TOP 4 BOTTOM TUBULAR STEEL HANDRAIL EXTENSION 4'-0" MAX O.C. SPACINe I • ' I r, '¢ ® ' I ~ • 4 ,ji' X ' -( I PER l: "' ' LAN I .., 1.::2" 6" IN. 0 ® © @ ® ® @ ® 0 NOTES, PRoVIDE SCALED SHOP DRAWINGS OF HANDRAIL CONSTRUCTION FOR CNS ENGINEERS REVIEV'I AND APPROVAL PRIOR TO FABRICATION. SEE SPECIFICATIONS. FABRICATION SHALL eE FER FIELD MEASUREMENTS VERIFIED SY THE CONTRACTOR. ALL STEEL AND FITTINGS SHALL eE METALIZED AND ZINc-/EPOXY TNEMEC. COATED, BLACK, PER SPECS. SUBMIT SAMPLE OF POST AND RAIL FABRICATION TO SHOV'I V'IELDS AND FINISH. SEE SPECIFICATIONS. ALL METALIZED STEEL PIPE SHALL BE SCH 40, UNLESS NOTED OTHERV'IISE. BEVEL ALL MEMBERS PRIOR TO WELDIN<S. WELD 4 GRIND FLUSH. ALL METALIZED STEEL WELDS TO BE C.ONTINLOUS <SROUND SMOOTH. ALL C.ONc-RETE TO SE TYPE IIN, MINIMUM COMPRESSIVE STREN<STH PER SPECS. MAXIMUM V'IATER CEMENT RATIO (WC.) TO eE 0.5. SEE SEOTECH REPORT. C.ONc-RETE AND REINFORCING INFORMATION INDICATED HEREIN, ARE MINIMUMS AND ARE BASED ON INFORMATION CONTAINED IN THE PROJECT <SEOTEC.HNIC.AL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. SEE CONSTRUCTION PLAN SHEET L-1.0I FOR LOCATION. G) LE<SEND, C.ONc-RETE PAVING. SEE CONSTRUCTION PLANS AND DETAIL I, SHEET L-2.01. CONTINUOUS COLD JOINT. PER DETAIL 2, SHEET L-2.01. C.ONc-RETE FOOTING AND REINFOF1.c-EMENT AS SHOV'IN. HANDRAIL DETAILS DI THROUGH D4, SEE DETAIL 4, THIS SHEET. POURED-IN-PLACE C.ONc-RETE CHEEK WALL WITH I" CHAMFER ON ALL ED<SES., WHERE OCCURS ON CONSTRUCTION PLANS. STEEL TROWEL FINISH. SEE CIVIL FLANS FOR <SRADES / FINISH SURFACE ELEVATIONS. POURED-IN-PLACE C.ONc-RETE STEPS. SEE CIVIL PLANS FOR <SRADES / FINISH SURFACE ELEVATIONS. NON-SLIP STEEL TROWEL FINISH. SEE DETAIL 4, ENLARSEMENT D4, THIS SHEET FOR TREAD. 1-1/2" DIA. /I-1/f>" O.DJ METAL POST, SPACED 4'-0" O.C.. MAX. EMBED MIN. 12" IN CONCRETE FAVIN<S / FOOTIN<S. CORE DRILi. OR PROVIDE 3" SCH. 40 PVC SET 1/2" BEi.OW ADJACENT FINISH SURFACE. SEC.URE V'IITH SUPER POR-ROK OR APPROVED EGUAL, TO 1/2" BELOV'I ADJACENT FINISH SURFACE. APPLY 1/2" BEAD OF "GUN <SRADE" POLYMER SEALANT BY, PECORA, OR APPROVED EGUAL, TO TOP OF SUPER POR-ROK BACKFILL (f>OO) 523-6510. COVER SURFACE OF WET SEALANT V'IITH SILICA SAND. SEALANT COLOR, TO MATCH ADJACENT C.ONc-RETE. INSTALL POSTS SPACED EVENLY. @ TOOL <SROOVED TREADS. SEE DETAIL 4, ENLARSEMENT D4, THIS SHEET. @) FINISH <SRADE, SEE CIVIL ENGINEERS PLANS. @ SUB<SRADE PF1.EPARATION AND COMPACTION PER <SEOTEC.H REPORT. SEE SPECIFICATIONS. ® (2) •4 TOP AND BOTTOM REBAR, CONTINUOUS. @ FABRICATION SHALL SE FER FIELD MEASUREMENTS VERIFIED BY THE C.ONTRAC. TOR. @ (2) #4 CONTINUOUS REBAR. @) 04 REBAR AT 12" O.C.. EACH WAY, AT MID HEl<&HT OF SLAB. (8) 04 NOSING BAR, CONTINLOUS, TYPICAL. ® 0 ALL STEEL AND FITTINGS SHALL SE METALIZED AND ZINc-/EPOXY TNEMEC. COATED, BLACK, PER SPECS. SUBMIT SAMPLE OF POST AND RAIL FABRICATION TO SHOV'i WELDS AND FINISH. SEE SPECIFICATIONS. ALL METALIZED STEEL PIPE SHALL SE SCH 40, UNLESS NOTED OTHERV'IISE. BEVEL ALL MEMBERS PRIOR TO WELDIN<S. WELD 4 GRIND FLUSH. ALL METALIZED STEEL WELDS TO BE CONTINUOUS <SROUND SMOOTH. ALL C.ONc-RETE TO SE TYPE I IN, MINIMUM C.OMPF1.ESSIVE STRENeTH PER SPECS. MAXIMUM V'IATER CEMENT RATIO (WC.) TO BE 0.5. SEE SEOTEC.H REPORT. CONCRETE AND REINFOF1.c-lNG INFORMATION INDICATED HEREIN, ARE MINIMUMS AND ARE BASED ON INFORMATION CONTAINED IN THE PROJECT SEOTEC.HNIC.AL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. SEE CONSTRUCTION FLANS FOR LOCATION. SECTION -CONCRETE STEPS WHANDRAIL SC.ALE, :3/4" = l'-0" SEE DETAIL '3', SECTION 'El', THIS SHEET FOR C.HEEKWALL DETAIL. 2 CONCRETE STEPS (2 OR LESS) --·• R GROUP MDESIGN @) SPEED DOWEL AT 24" O.C.. SPACING. SEE DETAIL 2, SHEET L-2.01. NOTES, PROVIDE SCALED SHOP DRAWINGS OF HANDRAIL CONSTRUCTION FOR C.NB ENGINEER'S REVIEW AND APPROVAL PRIOR TO FABRICATION. SEE SPECIFICATIONS. FABRICATION SHALL SE PER FIELD MEASUF1.EMENTS VERIFIED SY THE CONTRACTOR. ALL STEEL AND FITTINeS SHALL eE METALIZED AND ZINC.tl=POXY TNEMEC. COATED, BLACK, PER SPECS. SUBMIT SAMPLE OF POST AND RAIL FABRICATION TO SHOV'I WELDS AND FINISH. SEE SPECIFICATIONS. ALL METALIZED STEEL PIPE SHALL BE SCH 40, UNLESS NOTED OTHERV'IISE. BEVEL ALL MEMBERS PRIOR TO 1-'ELDING. WELD 4 GRIND FLUSH. ALL METALIZED STEEL. WEI.DS TO eE CONTINUOUS GROUND SMOOTH. HEIGHT OF HANDRAIL FROM FINISH SURFACE OF TREAD TO TOP OF HANDRAIL SHALL BE MAX 36". • FOR "DX" C.ALLOUTS, REFER TO DETAIL 4, THIS SHEET FOR HANDRAIL ENLARSEMENT DETAILS AND CONNECTIONS. ® ALL CONCRETE TO SE TYPE IIN, MINIMUM C.OMPF1.ESSIVE STRENeTH PER SPECS. MAXIMUM WATER CEMENT RATIO (WC.) TO BE 05. SEE <SEOTECH REPORT. 0 CONCRETE AND REINFOF1.c-lNG INFORMATION INDICATED HEREIN, ARE MINIMUMS AND ARE BASED ON INFORMATION CONTAINED IN THE PROJECT <SEOTEC.HNIC.AL REPORT AVAILABLE AT THE TIME OF PF1.EPARATION OF THESE DOCUMENTS. L.O.W. L.O.W. P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION DETAILS L-2.03 16 D L-2.04 E L-2.04 B L-2.04 A L-2.04 C L-2.04 D L-2.04 CONSTRUCTION SHEDULE F L-2.04 F L-2.04 B L-2.04 J L-2.05 G L-2.05 ------------- TERMINAL/ GORNER POLE SLOGK 1-'!ALL ADDED -....._ 1-'!ALL REMOVED --',---- -■ ■ -~■'-!11111111~~~ -!!!I~;'■'";;'■~~~-■■c-a■H--■--1111 ■ -------------•--- --.--------- \l!l ---'II, z . -z -- 11) ~ ---'ti, Q ,, ·-.'-. I " --·-■ ■■ • • • . -• • • lb" ~N- lb" -.1'1.I'- ----'1.'1.x Cl< -l: II) hi'!,!"-lb" ■■ ■■ . • ! ! ()<::" (_·., 1 J_ - L <'t , , ----<CONDITION "·cB>'"-- 5' O.G. --t-MAXH------,--1 GORNER POLE ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ CONDITION 11F 11 -----'50' 0.C-. MAX, T'fP. D , , , , , , ■■ ■■ ■■ ■■ ■■ ■■ ■■ GRADE BEAM AND RETAINING ~ALL KEY MAP ENLARGEMENT UNDER6ROUND 5ERVIC.E ALERT GALL: 811 TV'IO V'lORKINS DAY5 BEFORE YOU DIS O' 5' 10' 20' ■■ ■■ _J ----=----=-=--- ■■ ■■ ■■ ■■ ■■ ■■ CONSTRUCT, GONC-RETE ISRADI: BEAM CONDITION "A" DETAIL REFERENCE/ MODEL NUMBER, Detcall , 5heetL-2.O4 Detcall , Sheet L-2.0$ ■■ 0 0 MASONRY SLOGK RETAININIS 1-'!ALL t ISRADE SEAM V'I/ NETTINIS POLES AND 42" Hl<5H FENC-INIS D"tcail , 5h""t L-2.O5 Detcail , 5h""t L-2.06 0 e 0 0 0 0 0 MASONRY BLOGK RETAININIS 1-'!ALL $ ISRADE SEAM V'I/ 42" Hl<5H FENC-INe ONLY ►t .. 56►1R¥ Bb06K RETAl►ll►IG l•IAU. 0►16¥ 42" HIISH TUSULAR STEEL FENC-INIS 12' HIISH SALL WNTAINMENT NETTINIS POLES (Y'IITH NETTINISJ EXISTINIS MASONRY HALL TO REMAIN EXISTINIS MU5GO Ll<5HT Y'IITH NEY'I GONC-RETE WLLAR 42" HIISH TUSULAR STEEL SLIDINIS MAINTENANGE <SATE © EXISTING MUSW L1<5HT • 0 D , , ■■ 5' O.G. fl ' -- ■■ ■■ ■■ --·• GROUP R MDESIGN Detail , Sheet L-2.O5 5 , ii>loaat I -201 Detail ____ , Sheet L-2.lb Detail ____ , 5h"etL-2.Ob PROTEGT IN PLAGE SEE DEMOLITION PLAN PROTEGT IN PLAGE SEE DEMOLITION PLAN Detail b , Sheet L-2.O1 2 , 5he"t L-2.lb TO SE REMOVED, PER DEMOLITION PLANS LINE POLE <'t , ■■ ■■ ■■ ■■ ■■ ., ■■ ■■ ■ ■ ■■ ■■ -" __ -__ -___ ---_--:_---__ __ -------- FOOTINIS REPLAGE_ , ■■ ■■ ■■ CONDITION. "5" ■ "' ---:;/~ - 5' O.G. MAX ■■ ■■ ■■ • I I ■■ \ . . - - ---, -- --, - - --' -- -_, I ---------------\ cs , ■■ I I I . . I I I I I I • a RELOGATED TO FLAT AREA TERMINAL/ GORNER POLE GORNER POLE ■ ■ == ■■ ■■ GASE 'H' RAMP PE~c-- GIVIL DETAILS / I . I I I I • I I I ■ ■ I ■ ■ I ■ ■ 1., . •1 ■ I / ■ ■ I ■ ■ I ■ ■ I ■ ■ I ' ■ ■ I ■ ■ I ■ ■ I ■ ■ I ■ ■ I ■/- -• I • ,, --, • ■ L.O.W. ° P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION DETAILS L-2.04 17 A L-2.04 B L-2.04 D L-2.04 C L-2.04 D L-2.04 E L-2.04 F L-2.04 F L-2.04 J L-2.05 G L-2.05 L NR I TCA T UU ET ACOF OLIF ED S S R S ETSIGE OM R RT LRA No. S2827 ATAF M U LOO RP SEOF ANISO I R A I E N G E E N FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR DIMENSIONS AND ANY AND ALL ITEMS RELATED TO ARCHITECTURAL, PRECAST ITEMS AND OTHER DISCIPLINES. ~11= - - TOP OF INFILL FLUSH fA\ CONDITION A -<SR.ADE 6EAM AT EXl5TIN5 MASONRY HALL ~ 5CALE, 1-1/2" = l'-0" lfl . z 1-,( Iii it TOP OF INFILL FLUSH r;::::;\c.oNDITION D -ISRADE 6EAM WITH 1e," MAX RETAININIS ~5CALE, 1-1/2" = 1'-0" lb" TYP. TOP OF INFILL FLUSH ®CONDITION 6 -<SR.ADE 6EAM AT PAVIN5 OR 6ANDIN5 SC.ALE, 1-1/2" = l'-0" I' BENc.H lb" Tr'F'. TOP OF INFILL FLU5H r:::'\c.oNDITION C, -5RADE 6EAM AT 5LOPE \.::::.,)5CALE, 1-1/2" = l'-0" I' t BENGH . • le>" DIA. r:::'\c.oNDITIQN Cc -GRADE 6EAM AT FENCE POST AT 5LQPE \.::::.,) 5CALE, 1-1/2" = I '-0" It;" TYP. ,. r--~ : • ,; I .. , ... I I l /C:, <" ( /;· .:, •· ( /C:, <" ( i.C:,. ~,--:; --71 _," ·tJ--:-:<,,;::D,,r~y ~ 1--~tJ--:-:<,,;::D/~tJ--:-x,,;::i9 1 ,, • 1 ~.-, "'"""J?:'/C:: O 2 ..:::/ .... ,Jt'/C:,'"""J?:':iC 17'\ GONTINUOUS, POURED IN PLAGE GONGRETE c5RADE BEAM WTOPGAST \.!.J NO. 5 FINISH. 1/.2" TOOLED RADIUS AT ALL GORNERS AND EDl5ES. DEPTH AND Y'IIDTH OF 5RADE BEAM PER GONDITION ENLAR5EMENT5 THIS DETAIL, GONSTRUGTION PLANS AND GIVIL EN15INEERS GRADING PLANS. STRUGTURAL REINFORGEMENT AS SHOY'IN. @ 5/e>" THIGK X 10" SG. BASE PLATE. ALIGN BASE PLATE GENTER Y'I/ GENTER.LINE OF POLE AND FOOTING @ #5 REBAR @ 1.2" O.G. GOLD JOINT. SEE DETAIL .2, SHEET L-.2.01. , : r 1 -~ft'"~! ---~f~ft-. 0 ® 1/4" THICK TOOLED CONTROL JOINTS EVENLY SPACED BETY'IEEN AND GENTERED AT ALL TUBULAR STEEL FENGE AND NETTIN15 SUPP0!'1.T POST5. SEE DETAIL .2, SHEET L-.2.01. ·ll·, , r," !, "111~=111~.i.1 111 111 111 111 111~· ,• I 1 @ ADJACENT GONGRETE PAVIN15 0!'1. BANDIN15. SEE GONSTRUGTION PLANS C ~~---L , i , I 11 111 -111 1111 II I ' 6~~ATi:7,·t~~~ t-~1LOGATION. 5EE DETAIL I, SHEET L-.2.01 AND •.. • 1 • }L5~ =111=111=-G) ADJACENT SYNTHETIG TURF FIELD. SEE GIVIL EN15INEER'S PLANS FOR .. , :·• , ..... • .' ·' .:,. ·, 1!TY. I ;;I )1·=_-11111.111=-FINISH 15RADE5. SEE SYNTHETIG TURF PLANS FOR GOMPLETE TURF . , . , , ," . . SEGTION; INGLUDIN15 DRAINAl5E,. BASE MATERIAL, FABRIGS, AND INFILL. 1 I' I @ ADJACENT PLANTINl5 AREA OR SLOPE AREA. SEE GONSTRUGTION PLANS :,• MIN. I 1 1 END IN FT<5. AND PLANTIN5 PLANS . • Z?~ ..,,__PE_R_P_L_A_N_S __ ._.' •!, ., '._•' 1• _,l._.--lITT!l±,:!f,I>-"-?-.:' ,s SHOY'IN @ EXISTIN5 MASONRY Y'IALL Y'I/FOOTINl5. PROTEGT IN PLACE. SEE ~ Ill •• DEMOLITION AND 15RADIN15 PLANS. 'o------'k--_,,_N_<_,__~ ' re ,J ":· [ 1-1 @ 5UBl5RADE PREPARATION AND GOMPAGTION PER 5EOTEGH REPORT. ~·-_11111 •. •• l, ·• I, , '; i 11 1-SEE SPEGIFIGATIONS. °'=d.~=rr=md:1+at:n I ' = 1=-® PROVIDE GONTINUOUS 1/.2" POL YFOAM Y'IRAP BY Y'I.R. MEADOY'IS AT TOP "' 11= , : . • ,, j ~--. e," OF POLES. EMBED INTO GONGRETE. PROVIDE 1/.2" SEALER BEAD OF 111 11 111 ' I , POLYURETHANE AT TOP OF Y'IRAP, FLUSH Y'IITH ADJAGENT GONGRETE. 111 111 11 , "[ .. , i , I ,,_._.,~,-m,,.,i-r--'-+ 1=--@ 4.2" HT. :5" o.D., 11 5AUl5E, TUBULAR STEEL FENGE POSTS, 5'-0" MAX o.G. ' I 111 11 111 • j ,. , · ----SPAGIN5. SEE SHEET DETAIL I, SHEET L-.2.I6 FO FENGE DETAILS. EMBED -= ~ -• I ' ' ' · POST5 MIN. 1.2" IN GONGRETE FOOTING VIA GORE DRILL OR PROVIDE 4" -1-1--111-9 11--111-• " , " , I•• ., ., ·• Sc.H. 40 PVG SLEEVE. SEGURE Y'IITH 5tJPER POR-ROK. BY GMP, ING. 1 I I I 11.~ 111 ~,, 11=1 i --'c-,----,--r~---,,,---:;---, ;:---,-7 ,, GONTACT, (e,oo) i.26-1e>45 OR APPROVED EGlUAL TO 1/.2" BELOY'i = ~ I" • ' • I ,, ' I • ADJACENT FINISH 5URFAGE. APPLY 1/.2" BEAD OR "GUN 15RADE" -() -11-GLR. -I \~ ,, I·" , ' '--"---~~-~-~---_:._ : N POLYMER SEALANT BY, PEG0!'1.A. GONTAGT, (t;OO) 5.2::1-6510, OR _J 11=1 I (TYPJ . --_,-f-------,~------.----~-111' --, : • , APPROVED EGlUAL, TO TOP OF SUPER P0!'1. ROK BACKFILL. GOVER ---111 •-111' 1 ' 1 ,. ' in _J ,· 5URFAGE OF Y'IET SEALANT Y'IITH SILIGA SAND. SEALANT GOLOR, TO • MATGH ADJACENT GONGRETE. SLOPE TO DRAIN AY'IAY FROM POST. •-1 1 1-1 11 SEE SPEGIFIGATIONS. • 11 111 @ PROVIDE GONTINUOUS MIRADRI uo Y'IATERPROOF MEMBRANE AND =111 11 , , , - - - - - -MIRADRAIN 6.200 DRAINAGE GOMPOSITE BY GAR.LISLE, INC. OR ENGINEER APPROVED EGlUAL. INSTALL PER MANUFAGTURER'S CONDITION E -ISRADE 6EAM v-llTH 50" MAX RETAININIS (e,Ie,J.24e>-'lb11. ® (.2) #4 GONTINUOUS T 4 B, AND 1.2" O.G. @ EXISTIN15 5UB DRAIN. PROTEGT IN PLAGE. SEE DEMOLITION AND GRADINl5 PLANS. @ #4 REBAR @ 1.2" O.G. TRANSVERSE. @ ® ® @ @ (.2) #4 GONTINUOUS REBAR. (.2) "5 GONTINUOUS T 4 B REBAR AND 1.2" O.G. MAX REBAR. t:3) #;5 REBAR TIES di .2" O.G. (b) "5 VERT. REBAR Y'l/#3 HOOP TIE di 10" O.G. l.2'-0" HT. (ABOVE F.SJ H55 b X 0.;5'15 BALL GONTAINMENT LINE NETTINl5 P05T5. I.2'-0" HT. (ABOVE F.SJ H55 b X 0.500 GORNER AND TERMINAL NETTING P05T5. FULLY INGASE IN GONGRETE BELOY'i GRADE, AS SHOY'IN . NETTINl5 POLES HAVE BEEN DESIGNED TO ACGOMMODATE POTENTIAL EXTENSION TO .20' HEl15HT, MAX. ALI5N FENGE POST5 Y'IITH GENTER OF NETTINl5 POLES. 5EE SHEET L-.2.0b FOR DETAILS AND GONSTRUGTION PLAN F0!'1. LOGATION OF GORNER, LINE AND TERMINAL POLES . ® #4 REBAR di 1.2" O.G. VERTIGAL AND HORIZONTAL . NOTES, @ F0!'1. FINISH GRADE ELEVATIONS SEE GIVIL PLANS. ® ALL TUBULAR STEEL FENGING AND/OR FITTINl5S SHALL BE METALIZED AND ZING/EPOXY TNEMEG GOATED, BLAGK, PER SPEGS. SUBMIT SAMPLE OF POST AND RAIL FABRIGATION TO SHOY'I Y'IELDS AND FINISH TO GNB ENGINEER F0!'1. REVIEY'I AND APPROVAL. SEE SPEGIFIGATIONS. @ ALL FENGINl5 METALIZED STEEL PIPE SHALL BE SGH 40, UNLESS NOTED OTHERY'il SE. @ BEVEL ALL MEMBERS PRIOR TO Y'IELDING. Y'IELD 4 GRIND FLUSH. ® ® ALL FENGINl5 METALIZED STEEL Y'IELDS TO BE GONTINUOLJS GROUND SMOOTH. ALL GONGRETE TO BE TYPE IIN, MINIMUM GOMPRESSIVE STRENGTH PER SPEGS. MAXIMUM Y'IATER GEMENT RATIO (WG) TO BE 0.5. 5EE GEOTEGH REPORT. @ GONGRETE AND REINFORGING INFORMATION INDIGATED HEREIN, ARE MINIMUMS AND ARE BASED ON INFORMATION GONTAINED IN THE PROJEGT 15EOTEGHNIGAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOGUMENT5. ® SEE GONSTRUGTION PLANS F0!'1. LOGATION. CD ® SPEGIFIGATIONS. GONTACT, JAMES HEIDT AND ASSOGIATES SC.ALE, 1-1/2" = l'-0" 1------------------------------------------------...L..------------------------------------------------, e #4 X n@ 1.2" O.G. 24" T'T"P. PROVIDE¼" THIGK TOOLED GONTROL JOINTS EVENLY SPACED BETY'IEEN AND GENTERED AT ALL TUBULAR STEEL FENGE AND NETTING SUPPORT POST5. PROVIDE AT ALL '10 G0!'1.NERS. SEE DETAIL .2, SHEET L-2.0I. Q) EXTEND GONGRETE 15RADE BEAM MINIMUM 1.2" BELOY'i LOY'IEST ADJAGENT GRADE AT RETAININ5 GONDITIONS, U.N.O. lfl ~~ X _j <-:r> a (l Q Ill -w I). I' BENGH PER GIVIL PLANS 24" T"r'F'. TOP OF INFILL FLUSH ®CONDITION F -5RADE 6EAM AT FENCE POST HITH 10" MAX RETAININIS 5CALE, 1-1/2" = l'-0" CONCRETE GRADE BEAtvl 4 RET. ~ALLS UNDER6ROUND SERVIGE ALERT GALL: 811 TWO WOR.KINIS DAY5 6EFORE YOU Die I' BENGH R TOP OF INFILL FLUSH --·• GROUP MDESIGN ._.-,., ... ,", ;:.. .. -. ;\:::.::> ·>:'.;\/_;~ V V y · , ' ' ' ___ _:_ _________ L ________ L ________ U ■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■----------■■-■■-■■-■■-■■-■■-■■-■■-■■-■---· SITE PLAN ENLARGEMENT LEGEND AND KEY tv!AP ' • • I • • I • . I I i ' J ' i I : I • • • I • • I • • L.O.W. ° P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION DETAILS L-2.05 18 A L-2.04 B L-2.04 D L-2.04 C L-2.04 D L-2.04 E L-2.04 F L-2.04 J L-2.05 F L-2.04 G L-2.05 L NR I TCA T UU ET ACOF OLIF E D S S R S ETSIGE OM R RT LRA No. S2827 ATAF M U LOO RP SEOF ANISO I R A I E N G E E N FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR DIMENSIONS AND ANY AND ALL ITEMS RELATED TO ARCHITECTURAL, PRECAST ITEMS AND OTHER DISCIPLINES. I' BENCH +-----:52" TO FACE OF J,,IALL---+- ct_ 4'-0" MIN. TOP OF INFILL CONDITION e -PLAN VIEW PIER FOOTIN<S 5c.ALE, 1-1/2" = 1 '-0" . • :54" TO FACE OF CAP :52" TO FACE OF ~L ct. I TOP OF INFILL FLUSH (;:;)\ CONDITION cS -<SRADE BEAM AND WALL AT NETTIN<S POLE {5'-b" MAX RET.J V:::::.;) 5c.ALE, 1-1/2" = l'-0" ~ CONDITION 6 -<SRADE BEAM AND WALL AT FENC.E POST {5'-b" MAX RET.) ~ SC.ALE, 1-1/2" = 1'-0" LE5END, 0 E>"XE>"Xl6" CMU BLOCK, RETAINING J,,IALL WFULL Y GROUTED CELLS. HEIGHT VARIES, 5EE CIVIL PLANS FOR TOP OF J,,IALL AND FINISH GRADE ELEVATIONS. '3' :l4"XE>" POURED IN PLACE CONCRETE CAP J,,IITH TOPCAST NO. 5 FINISH. 161 (I5"XE>" o CONDITION J ONLY) @ SMOOTH TROHEL 2" PLASTER FINISH. C.OLOR TO BE SELECTED BY CITY. APPLY EXTERIOR ANTI-GRAFFITI COATING PER CITY STANDARD; COLOR, OFF J,,IHITE, BY PACIFIC. POL 'l"MERS. 0 CONTINUOUS STUCCO SCREED. ® POURED IN PLACED CONCRETE FOOTING AND REINFORCEMENT AS 5HOJ,,!N. @ CONTINUOUS 4" SCH. 40 PVC PERFORATED PIPE PER CIVIL ENGINEER'S DRAJ,,IINGS. PROVIDE CONNECTION TO ADJACENT CIVIL AREA DRAINS. G) PROVIDE CONTINUOUS MIRADRI E>t>O J,,IATERPROOF MEMBRANE AND MIRADRAIN 6200 DRAINAGE COMPOSITE BY CARI.ISLE, INC. OR ENGINEER APPROVED EQUAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTACT, JAMES HEIDT AND ASSOCIATES (E>IE>)24E>-'!611. @ AJACENT SYNTHETIC TURF FIELD. SEE CIVIL ENGINEER'S PLANS FOR FINISH GRADES. SEE SYNTHETIC TURF PLANS FOR COMPLETE TURF SECTION; INCLUDING DRAINAGE., BASE MATERIAL, FABRICS, AND INFILL. © SUBGRADE PREPARATION AND COMPACTION PER GEOTECH REPORT. SEE SPECIFICATIONS. @ 42" HT. TUBULAR STEEL FENCE POST o 5'-0" MAX., SEE CONSTRUCTION PLANS FOR LOCATION. ALIGN POSTS WITH CENTER Of GRADE BEAM AND NETTING POLES AS SHOWN ON CONSTRUCTION PLANS. SEc.LJRE POSTS HITH SUPER POR-ROK OR APPROVED EGIUAL, TO 1/2" BELOH ADJACENT FINISH SURFACE. APPLY 1/2" BEAD OF "GUN GRADE" POLYMER SEALANT BY, PECORA, OR APPROVED EGIUAL, TO TOP OF SUPER POR-ROK BACKFILL (e,oo) 525-6510. C.OVER SURFACE OF HET SEALANT J,,IITH SILICA SAND. SEALANT COLOR, TO MATCH ADJACENT CONCRETE. INSTALL POSTS SPACED EVENLY. 5EE DETAIL I, SHEET L-2.16 FOR FENCE DETAILS. ® CONTINUOUS, POURED IN PLACE CONCRETE GRADE BEAM H/TOFCAST NO. 5 FINISH. 1/2" TOOLED RADIUS AT ALL CORNERS AND EDGES. DEPTH AND WIDTH OF GRADE BEAM PER CONDITION ENLARGEMENTS THIS DETAIL, CONSTRUCTION PLANS AND CIVIL ENGINEERS GRADING PLANS. STRUCTURAL REINFORCEMENT AS SHOHN. @ SLOPE PLANTIN5 AREA. 5EE C.ONSTRUCTION PLANS AND PLANTING PLANS. @ PROVIDE CONTINUOUS 5/4" TO 1-1/2" OPEN 5RADED 5RAVEL. PROVIDE CONTINUOUS FILTER FABRIC J,,IRAP, MIRAPI I40N BY CARLISLE, INC. OR ENGINEER APPROVED EGIUAL. SEE SPECIFICATIONS. @ (2) #5 REBAR, CONTINUOUS o TOP OF ~L. @ #5 REBAR O 24" O.C., HORIZONTAL. @ (4) #5 REBAR, CONTINUOUS, TOF 4 BOTTOM AT FOOTING. @) #5 REBAR X I O 12" o.c. NOTES, @ CONTRACTOR SHALL SU6MIT; C.OLOR, FINISH AND SIZE OF CAP AND CMU BLOCK TO CN6 ENGINEER AND LANDSCAPE ARCHITECT FOR REVIEH AND APPROVAL TO THE CITY PRIOR TO C.ONSTRUCTION. @ FOR TOP OF WALL AND FINISH <SR.ADE ELEVATIONS PER CIVIL PLANS. @ #5 REBAR, VERTICAL o 16" O.C.., LAP WITH FOOTIN5 DOHELS. @ ALL STEEL AND FITTIN5S SHALL BE r.:;;-#5 REBAR X L " e," o.c. METALIZED AND ZINC/EPOXY TNEMEC ~ C.OATED, BLACK, PER SPECS. SUBMIT ~ CONTINUOUS FOOTIN<S KEY SAMPLE OF POST AND RAIL '<;:fl FABRICATION TO SHOW HELDS @ #3 TIES @ 4" o.c.. AND FINISH. 5EE SPECIFICATIONS. ~ 5/E>" THCK X 10' :a &EE PLATE ALl<SN &EE PLATE CENTERWCEN11:1<1...INE OF Ft::I.E@ ALL METALIZED STEEL PIPE SHALL 'eJI At-D F0:;111N5 • BE SCH 40, UNLESS NOTED OTHERWISE. ~ @ BEVEL ALL MEMBERS PRIOR TO ~ (2) #5 CONTINUOUS REBAR, T 4 15. HELDIN5. HELD 4 GRIND FLUSH. @ (5) #3 REBAR TIES " 2" 0.C. ® ALL METALIZED STEEL HELDS TO ,::;::i. BE CONTINUOUS 5ROUND SMOOTH. ~ (e,) #1 VERT. RE6AR W#3 HOOP TIE o 4" O.C. IQ, @ ALL CONCRETE TO 6E TYPE IIN, ~ PROVIDE 1/4" THICK TOOLED CONTROL JOINTS EVENLY SPACED 6ETHEEN MINIMUM COMPRESSIVE STREN5TH AND CENTERED AT ALL TUBULAR STEEL FENCE AND NETTIN5 SUPPORT PER SPECS. MAXIMUM J,,IATER CEMENT POSTS. SEE DETAIL 2, SHEET L-2.01. RATIO (WC) TO BE 0.5. SEE GEOTECH 0 I2'-0" HT. 6ALL CONTAINMENT NETTIN5 POLES. FULLY INCASE IN CONCRETE REPORT. BEi.OH GRADE, AS SHOHN. NETTING POLES HAVE BEEN DESl5NED TO @ C.ONCRETE AND REINFORCIN5 ACC.OMMODATE POTENTIAL EXTENSION TO 20' HEl5HT, MAX. ALIGN FENCE INFORMATION INDICATED HEREIN, POSTS HITH CENTER OF NETTIN5 POLES. SEE SHEET L-2.06 FOR DETAILS ARE MINIMUMS AND ARE BASED ON AND CONSTRUCTION PLAN FOR LOCATION OF CORNER, LINE AND TERMINAL INFORMATION CONTAINED IN THE POLES PROJECT GEOTECHNICAL REPORT @ ADJACENT PEDESTRIAN PAVIN5 PER DETAIL I, SHEET L-2.0I. SEE CONSTRUCTION PLANS FOR LOCATION. @ (2) #4 CONTINUOUS REBAR. ® CONTINUE VERTICAL J,,IALL 6ARS INTO CONCRETE CAP 4 HOOK IN ALTERNATE DIRECTION AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. @ PROVIDE CONTINUOUS 1/2" POLYFOAM HR.AP 6Y J,,I.R. MEADOi"lS AT TOPE>" @ (5) #4 CONTINUOUS RE6AR. OF POLES AND POSTS. EMBED INTO CONCRETE. PROVIDE 1/2" SEALER 6EAD ~ ,---" r,'\ PROVIDE Y4" THICK TOOLED C.ONTROL \!,I JOINTS EVENLY SPACED BETHEEN AND CENTERED AT ALL TUBULAR STEEL FENCE AND NETTIN5 SUPPORT POSTS. PROVIDE AT ALL '10 CORNERS. SEE DETAIL .2, SHEET L-2.01. Q) EXTEND CONCRETE <SR.ADE BEAM MINIMUM 6", UNLESS NOTED OTHER.HISE, BELOW LOWEST ADJACENT GRADE AT RETAINING CONDITIONS. OF POLYURETHANE AT TOP OF J,,!RAP, FLUSH J,,IITH ADJACENT CONCRETE. 'Cf #4 REBAR X I " 16 0.C. (8,) PROVIDE CONTINUOUS 1/2" POL YFOAM HR.AP 6Y J,,I.R. MEADOi"lS AT FULL HEIGHT 6ETJ,,IEEN MASONRY ~L AND POLE FOOTINGS. STOPS BELOH 6AND. LEGEND AND KEY Jv!AP UNDER6ROUND 5ERVIC.E ALERT GALL: 811 TJ,,IO WORKINS DAYS BEFORE YOU DIS ® 5RANULAR BACKFILL PER GEOTECH REPORT. VERIFY HITH 5EOTECHNICAL ENGINEER REGUIREMENTS HHEN BELOJ,,i / ADJACENT SYNTHETIC TURF FIELD. R MDESIGN GROUP SLOPE PER GRADING PLANS • .. ·· .. /. / • ." ,-. d ·, ,,-----v--------v----- ----'-I I IO Ill :ii l'-5" TYP. 2" N ~ CONDITION J -RET WALL AT FENC.E POST (5' MAX RET.J \::::,) SC.ALE, 1-1/2" = 1'-0" -------v-------v-------' ' I I -■■-■■-■■-■•-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-·· SITE PLAN ENLARGEMENT • • • • I • • I • . I • . I i P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION DETAILS L-2.06 19 A - A - B - B - C - C - L NR I TCAT UU ET ACOF OLIF E D S S R S ETSIGE OM R RT LRA No. S2827 ATAF M U LOO RP SEOF ANISO I R A I E N G E E N FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR DIMENSIONS AND ANY AND ALL ITEMS RELATED TO ARCHITECTURAL, PRECAST ITEMS AND OTHER DISCIPLINES. --------/ 1,...._ ........ ' / '\ / 3 ■ \ I ,....__ \ I 'IL.I 1----1 I \ I \ I \ ,....__ I ' ----'-"',------lll_,.-/ ....... --- I I \ ' '-,,,. ---- l ,,--~c, TUBULAR STEEL FENCE TOP AND BOTTOM RA.IL TO CENTER OF NEirlN5 POLE. BEVEL ALL ME""1eERS PRIOR TO J/IIEL.DIN5, ALL ~LDS SHALL BE C.ONTlt-tJoUS ANO eROUND SMOOTH. ENLARGEMENT "A" -C.ASLE TO POLE SC.ALE, 5/4" = l'-0" ENLARSEMENT "S" -NETTING CONNECTION SC.ALE: 111=1'-011 ENLARSEMENT "C." -POLE FLAN VIEil'I SC.ALE, 1/4" = 1'-0" ELEVATION "D" -FENCE CONNECTION SCALE, 1/4" = l'-0" I ,, , -~---7~------------ 50' MAX, O.C-. 5PAC-IN5, TYf'IC-AL ' -"'"""-""""L.....!!"""LI..!"""!+-!-.... L..J---- EG. EG. EG. EG. 5' MAX O.C,. 5PAc-lN5 EG. EG. D '--~ ---------------------~~E ~~A~~ITT ~ .. ---~--~-------~~~~~~--~ AND C,ABLE TO POLE \ / ◊ \\l// \.._ TOP OF SLOPE ◊ FASTENIN5 E~A~MENT "A" y ~ I I I I--_. I I I I I L TOE OF SLOPE I I ---------------------------------------------------------------------~--------------------------------- PARTIAL PLAN VIEll-l -BALL C.ONTAINIVIENT NETTING ON FIFTH AVE SC.ALE, 1/4" = l'-0" 50' MAX O.C-. 5PAC-IN5, TYP. II LE<SEND, (j) 12'-0" HT. (ABOVE F.S) H55 6 X 0.515 BALL c-oNTAINMENT LINE NETTIN5 POSTS. 12'-0" HT. (ABOVE F.S) H55 6 X 0.500 C,QRNER AND TERMINAL NETTIN5 POSTS. FULLY INC,-ALL POSTS IN C,ONC,RETE SELOY'I GRADE, AS 5HOY'IN. NETTIN5 POSTS HAVE BEEN DE515NED TO ACGOMMODATE POTENTIAL EXTENSION TO 20' HEIGHT, MAX. C,ENTER OF NETTING POSTS SHALL BE ALIGNED Y'IITH C,ENTER OF FENc-E POSTS. 5EE NOTES AND SPEC-IFIC-ATIONS FOR FINISH. @ 42" HT. lUBULAR STEEL FENc-lN5 AND/ OR FENC,IN5 POST. 5EE DETAIL I, SHEET L-2.16. c-ENTER OF FENc-E POSTS SHALL BE ALIGNED Y'IITH c-ENTER OF NETTIN5 POSTS. @ #420 KNOTLE55 NYLON BALL c-oNTAINMENT NETTIN5 MANUFACTURED BY, C,Ol..LINS C,OMPANY OR EN51NEER APPROVED EGUAL. C-OLOR, BLAC.K. C-ONTAc-T, 5C,OTT FRITZ (000) =---FINISH NETTIN5 Y'IITH ROPE BORDER. ~C,IJRE Y'IITH C-ARABINEERS APPROX. 12" O.C-.. Y'IIND BLOc.K '1% MAX. INSTALL ON FIELD SIDE. @ ATTAC.H NETTIN5 ROPE BORDER TO TOP RAIL OF lUBULAR STEEL FENc-E. ~RE ROPE BORDER W "'I STAI~ STEEL HALF ROUND FENC.E RIN55, SPAc-ED 16" O.C-. TO lUBULAR STEEL FENC.E. ® C-ONTINIX)IJ5 3/8" VINYL C-OATED STAl~E55 STEEL SPUN VERTIC-AL AIRc-RAFT C-ABLE. 5EC,IJRE TO NETTIN5 Y'IITH "'I GALVANIZED FENC,E RINGS AT 16" O.C-. 5EC,IJRE FENC.E RINGS TO EYEBOL TS. ® C-ONTINIX)IJ5 3/8" VINYL C-OATED STAl~E55 STEEL SPUN HORIZONTAL TOP $ BOTTOM AIRc-RAFT C-ABLE W THIMBLES. MIN. 3 C-LAMPS PER TERMINATION AT POSTS. ~C,IJRE BOTTOM C-ABLES TO NETTIN5 BORDER Y'IITH "'I STAl~ESS STEEL FENc-E RINGs AT 16" O.C-. TOF C-ABLE SA5 TO BE AS REG'D TO LIMIT PULL ON POLES TO 1250 LBS MAX. Y'IITH A MIN. SAFETY FAC,TOR OF 3. G) 5/8" STAl~E55 STEEL EYEBOLT Y'IITH LOC,l<NUT AND Y'IASHER. PLAc-E 2" FROM THE TOP OF THE STEEL POSTS ON THE FIELD SIDE FOR C-ONTINIX)IJ5 RUNS OF C-ABLE. PLAC,E EYE BOLTS EGUALL Y, 4' O.C-. OR LESS ALON5 HEIGHT OF STEEL POSTS FOR VERTIC-AL C-ABLE ATTAC,~ TO NETTIN5. ® POURED IN PLAC,E C,ONC,RETE GRADE BEAM OR C,Af' EXTENSION. SEE C,ONSTR!k:,TION PLAN FOR LOC-ATION AND SHEETS L-2.03, L-2.04, L-2.05, AND L-2.01 FOR GRADE BEAM AND RETAININ5 Y'IALL DETAIL ENLARGEMENTS. /";;\ C,ONC,RETE MASONRY BLOC,!< RETAININ5 Y'IALL. SEE C,ONSTR!k:,TION PLAN FOR LOc-ATIONS AND SHEETS L-2.03, ~ L-2.04, L-2.05 AND L-2.01 FOR GRADE BEAM AND RETAININ5 Y'IALL DETAIL ENLARGE~NTS. @ PROVIDE 6' HT. 2" Hl5H DENSITY PROTEC-TIVE FOAM PADDIN5 FOR (2) MUSC-0 Ll5HT POLES LOC-ATED Y'IITHIN THE FIELD. C-ONTRAC-TOR SHALL VERIFY PADDIN5 TYPE, SIZE, AND LOC-ATIONS Y'IITH C-ITY AND MUSC,O REPRESENTATIVE PRIOR TO PROC,UREMENT AND INSTALLATION IN FIELD. @ PROVIDE SIN5LE BLADE SAY'lc-LIT C-ONTROL JOINTS ALON5 GRADE BEAM ALIGNED Y'IITH C-ENTER OF NETTIN5 POSTS AND TUBULAR STEEL POSTS, TYPIC,AL. SEE DETAIL 2, SHEET L-2.01. @ ADJAC,ENT SYNTHETIC-TURF FIELD. SEE e,oNSTR!k:,TION PLAN AND SYNTHETIC-TURF PLAN FOR C-ONNEc-TION TO GRADE BEAM. @ ADJAC,ENT FINISH 5RADE. SEE C-ONSTR!k:,TION PLAN AND C-IVIL EN51NEER'S GRADIN5 PLAN. (@) PROVIDE C-OLD .JOINTS AT GRADE BEAM C,QRNER TURNS OR ADJAC,ENT C,ONC,RETE PAVIN5. PER DETAIL 2, SHEET L-2.01. @ STAI~ STEEL NETTIN5 POST TOF C-AP. ----- " ,--- ---,,. -, ,,,,, ' I 4. \ ..---; I I I NOTES, @ PROVIDE SC-ALED SHOP DRAY'IINGS OF TUBULAR STEEL Fl:NC-IN5, BALL C-ONTAINMENT NETTING, POSTS, FOOTIN5S, HARDY'IARE, FASTENERS, AND REGUIRED STRUC-TURAL C-ALC-ULATIONS FOR REVIEY'I AND APPROVAL BY C-NB EN51NEER PRIOR TO FABRIC-ATION. @ C-ONTRAC-TOR SHALL PROVIDE SUBMITTAL INC-LUDIN5 C-ALC-ULATIONS FOR NETTIN5, AIRc-RAFT C-ABLE AND FENc-E RIN5S FOR REVIEY'I AND APPROVAL BY C-NB EN51NEER PRIOR TO FABRIC-ATION. @ FABRIC-ATION SHALL BE PER FIELD MEASUREMENTS AS C-ONDUC-TED AND VERIFIED BY THE C-ONTRAC-TOR. @ INSTALL NETTIN5 ON FIELD SIDE OF POLES. ® ALL H55 (HOLLOY'I STRUC-TURAL ~C,TIONS) STEEL MEMBERS SHALL BE ASTM A500 5RADE "B". ® ALL STEEL POSTS, FITTIN55, FASTENERS, RIN5S, ETC-. SHALL BE METALIZED AND ZINC/EPOXY TNcMec; C-OATED, eLAc;i<, PER SPEC-S. SUBMIT SAMPLE OF POST AND RAIL FABRIC-ATION TO SHOY'I Y'IELDS AND FINISH. 'C,ERTIFIC-ATE OF METALIZIN5' IS REGUIRED PRIOR TO INSTALLATION SEE SPEC-IFIC-ATIONS. @ BEVEL ALL MEMBERS PRIOR TO Y'IELDING. Y'IELD $ GRIND FLUSH. ® ALL METALIZED STEEL Y'IELDS TO BE C-ONTINUOUS GROUND SMOOTH. (j) C,ONTRAC,TOR TO PROVIDE 20' MOC-I< UP SEC,TION OF GRADE BEAM, C,ONTROL JOINTS, EXPANSION JOINTS, TUBULAR STEEL FENc-lN5 AND NETTIN5 POLE W TNEMEc-C-OATIN5 FINISH, FOR REVIEY'I AND APPROVAL BY LANDSC-APE ARc-HITEC-T PRIOR TO FABRIC-ATION AND FIELD INSTALLATION. Q) ALL C,ONC-RETE TO BE TYPE IIN, MINIMUM C,OMPRESSIVE STRENGTH PER SPEC-S. MAXIMUM Y'IATER C-EMENT RATIO (We,) TO BE 0.5. ~E GEOTEC,H REPORT. © C,ONC,RETE AND REINFORC,IN5 INFORMATION INDIC-ATED HEREIN, ARE MINIMUMS ARE BASED ON INFORMATION C-ONTAINED IN THE PROJEC,T GEOTEC-HNIC-AL REPORT AVAILABLE AT THE Tl~ OF PREPARATION OF THE~ DOC-U~NTS. (0 Y'IELD TUBULAR STEEL FENC-E TOP AND BOTTOM RAIL TO C-ENTER OF NETTIN5 POLE. BEVEL ALL MEMBERS PRIOR TO Y'IELDING, ALL Y'IELDS SHALL BE C-ONTINIJOUS AND GROUND SMOOTH. (8) NETTIN5 POLE FOOTIN55 HAVE BEEN DESl5NED TO Ac.GOMMODATE FUTURE POLE EXTENSIONS TO A TOTAL HEl5HT OF 20'-0" (FROM FINISH :j)RFAC-E TO TOP OF POLE). POLE ATTAc-H~NT DETAILS FOR POLE EXTENSIONS SHALL BE PROVIDED AT THE REGUEST OF THE C-ITY BY THE LANDSC-APE ARc-HITEC-T, AS A SEPARATE SUBMITTAL, NOT A PART OF THE~ PROJEC,T C-ONSTRIJC.TION DOC-UMENTS. ---,,. -, ,,,,, ' I 4. \~-; I I I I I \ \ ' y I SEE C,ABLE TO POLE FASTENIN5 ENLARGEMENT "A" THIS DETAIL I I \ \ ' ' L_ ........ ' r I SEE C,ABLE TO POLE FASTENIN5 ENLARGEMENT "A" THIS DETAIL Ill Ill !'l Q C) ..J I}_ ~ ~~ -C) I= <I) lU Z z_ • I= C) lU _, z , .... I I I I I I I , .... I ' I-----' INSTALL NETTING ON FIELD SIDE tt--H--H---t-H-tt--H--t-H-tttt+-+-+-H-+-+tt+-+-+-t-+++tt+-t-+-t-+tt+-+--H---t-t-+tt+-+--HH-tttt+-+-+-t++-++++-+-+-t++-++++-t-+-H-+-1 5 J=+,,ki-l-N 1- Z ~ I LSEEFENC-E C-ONNEC-TIONS TO POLE. ELEVATION -----, "D" THIS DETAIL -H-++---l-+-+-+-+-+-+-+--H--I--H--l--l----l--l---l--l--l--1--1---1--H-++--++---l-_j lNSTALL NETTIN5 '.--1--l-+-l--1--1---++-l--l--\ '--+-+-+-+-+--H-+-H--l-+---1--+-+-+-+--H-+-H-++---l-+-+-+-+-+-+--I--H ON FIELD SIDE I Ea.I ~ 5' MAX O.C-. SPAc-lN5 (TYf')~ EG. J t<I I I I I L--------------~ ELEVATION A-A -TUBULAR STEEL FENCING Y'I/BALL CONTAINMENT NETTING SC.ALE, 1/2" = 1'-0" 12 1 HT. BALL CONTAINMENT NETTING AND POLES (OPTION FOR FUTURE 20 1 HT.) UNDER6ROUND SERVICE ALERT GALL: 811 Tv'lO V'lORKINS DAY5 BEFORE YOU DIS ~ DATe R ............. MDESIGN GROUP I \ \ ' ' .... _ -, 5EE NETTIN5 C-ONNEC-TION ENLAR5EMENT "B" THIS DETAIL C-ENTER ALIGN TS POSTS W NETTIN5 POSTS SEE FOOTIN5 AND GRADE BEAM ENLA~MENTS PER SHEET L-2.03 AND L-2.05 5EC.TION 6-S -POST FOOTINc5 o HALL C.ONDITION SCALE, 1/2"=1'-0" / I I I I I \ \ ' ,,, ' ,_ SEE NETTIN5 C-ONNEC, Tl ON E~A~MENT "B" THIS DETAIL c-ENTER ALl5N TS POSTS W NETTIN5 POSTS SECTION C.-C. -POST FOOTING @ NONRETAINING CONDITION SC.ALE, 1/2"=1'-0" IR I S A V E L.O.W. CORONA DEL MAR 3000 FIFTH AVE P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION DETAILS L-2.07 20 C - C - A - A - L NR I TCAT UU ET ACOF OLIF E D S S R S ETSIGE OM R RT LRA No. S2827 ATAF M U LOO RP SEOF ANISO I R A I E N G E E N FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR DIMENSIONS AND ANY AND ALL ITEMS RELATED TO ARCHITECTURAL, PRECAST ITEMS AND OTHER DISCIPLINES. \! •, ----... ---1.'\ -- -- PLf-\ll /1::CI'\ -Rt::-Alhll,6 vv,, __ S·(>Alt: , = 10'-0, =u=,;A-101-, SG,&,_E: I'' ::: 1 " " " " " " " " " L ~ecll:J I .1 H.i\SC1'l"<.Y ::3_oe,f;:. Rt:-,,.\lt,IN6 f'\J./=,L_ ·--V'l/CCNCR.E-::: c.A~. SEE S---fEET _-2DS, L-2.04, _-:2.05, _-2.0C .AND -1 HIS S-cc- rcR [JL.ARG:::::'vJE:k T DtT.AILS. -1,BJ_AR s-EEL FEI-ICING Al-D SEE D:=:TA_ , SHEET _-2 0 ::'~>, 1.2 H-. B.ALL :::::.ot, TAINrv'El'ff N:::1111'-G .A'!D POLCS SC[ D=TA _ , SHCCT _-2.06. '4 ·, cor,,c.R:::IE G~-~r::E EEA "-'1. SEE SI-EEIS \ ; L-2.0S L-2.C-L-2.05 L-2.CO AH:7 T-l S SHCCT -ex ='~L""'R=':c='vf="l-D[-_AI_S ,Al,!J co1,.c1TICNS. -- 9 ' ' ' ' -- :_'5) ~L,A'·HING AFC.A. Stt G01'1S-RUST CN r _,ALS .Al'D c::aLA\JTING PLA"!S :: 6 :: =cF?JHC-=~ SIJ:=l'l,ALK. sec C01'-1S-f"~IJ(:, TICN 0 LA\jS AHC GRACl"JG P_AHS. SYNTH[TIC -cRr. S[[ SYNTH[TIC -cRr ~L-\NS. SH:=:=TS S'(H-1.C ,AJ-,D s~(N-.c~. F:'.JR C~/\ !'-!AGE, c:,.AS::' HA -::c-z A_, Nr'I _L A ~D AL_ CT~t:'R "'.ELATED INFORHA -1ot--. r _I __ _ ( _I 1 1 , l -- ' -- A " " " " ' ' ' ' ' Jl!DCRGROUI,:) SCR/ c:: A_E,- -v10 hQxKll-,6 D,A'(S _.EFC'ZE '~'QlJ :)16 -- or2s.-::.:o:;;1 c:1s~ed r _I -wl / -- " " " " " " ' ' ' ' '1.'coa.-::c22 E.'<"'IR.."',TIO\I ::,,",T= - r _I <l ·- -l --- ') ,1----------,. ,b 1----------,. • ' ' ' ' ' _,_ t - I _l -- - ' I _I_ ' ~· ,I .' l ,· ' ' ' ' ' ' ' - I!>' HIGH NETTING ,, k ·-· <-I c-0 It l'. I~ I I~ ll' I li I I -- A " 1:2' HIGH NETTING ii " I I J_ ' -- 111111111111111111111111 I I- ' : I l ,, I J_ " r a -- T I d o c:,::::,r:::-< _A_L s Gl·...JAG::: oh /'lAL_ ~~~)( /' Ti II II I) II II II , ~------------~, -------/ /--------------~ r--------f----- / / / / / :: :: :: :: :: :: :: : : : : : : : : : : : : ::::::::::::::::::::::::::::::::·:;?\::::::::::::::::::::::~ ~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::: / / / / _ .. -_ /- / / / / / / / L. R / 1.:.2" \v'lf~. S_R. TO CORJ-...C:R er= VlALL / / / / / / / " / / ____ / ·-/1 \ / "--f // ---,_/' ---- MDESIGN GROUP -- A " " " '' _. \ __ ___,/ ' I :2 '--··I N. C.L '-· T(; G:'.JR'-,ER OF ,.,~ALL / ,__/ Y· -_' -,, - " " " " ' /," \ . j : . - 11 ' ' ' ' ' _, - __fl I " ~/ ;,c"--.4 ,' -, 6 \ ___ / I I I I / I 'viAS01'-.RY R;:';:T.6.. "-1I"-.G-l'iALL /'-l -1-CCHCR:::IE C,,AP sec DC-.AIL 61 ANC: S::2, SH[[T _--2 05 .A"D C '•/IL "':\<SIHF:F:R'S ,5R,,,..Dll··.,6 ::::ii_,-"\ '~S FOR R"':TAINl1'-.S /~A. _J _ -EloH-s - 4:::" HT. TJ:::.tLA'<. STEEL FE1'..C,l\'.l0 SEE :J:::TA L I, SH:'::::'::T _--2. b 12' HT. :=;:.;,,_L c:::::.:NTAl~J''-1=\,jT h-E-T "-!& Pcs-s ,AND ".t.:-T NG. s=.:=.. DC-_AIL I, SHt.:c-L-2.CC s;::-,L.A'•rl'-~S .AR.::.A SLCPE SEE C \/IL ENGl\'-EER'S G'<.AD \.JG P __ AJ<S A '~:J F _A1,r1Hs PU\NS. "S ·, cc,1ccztE: SIDE:HA_<. s:::::: e-a,STRlG-10~ 0 LA>1 L-1 C \,-.::,/ 3/4' DRoN==-v N tv'oJ .... -·=:.:::i L=ri-=,s. P'-CVIDC :'::XPCX'( Pl".. 3.AR 'vfCL-NT ::)IR:'::GT_'( TO FA.GE o::::: ,:;,LASTER GO'·,JG'<.E-E k'1.A_L S PIN BARS PER CHAR .. Ac-=-<.. L=TT='<.s S ::t, rc-·r, .AND SFA:::,I·----16 SHALL tv···.A-CH H0f-.jlJ!v·Tf-.ff V--LALL .A-.AD.J.AGEtff CYC-3l _DINS. _[TTC:R,S SHALL 3~ A )··-ill'-HU\v' a--:: [';," L.A'<.-6[ ~L,~.N SH::::=;i .Al'.):) NS-.A_LED =SY BRA·/0 SIGN. OR :::'<'.:::-INEER .A::;,PRO-·./::::;:, EQJ.AL CONT.ACT FR.L:.,N< ::::10R::: /7 '--,: .'284-0SCC Q_A_l'ffEC: ER.C\\IZ:':: F BERG_ASS, ,:::, N v:..::ut-... -;::::::, SA LS. 0 RO--/ID= D<.PO.X'( Ph =3.AR '--iOU·-JT DIR=c.-L 'r' T'.J -.AC.[ OF HAU_ (; 0 H 8.AJ~.S PER 0 IE(::.=::: H N 'vfl)l'--··f S -=:E o::::- GH.AR.Ac-:::-<. S-tA_L !'--.-'A-GH VOl··-..UHEl'--..T k'-1.ALL .A- _AD~.AC[N r C(S E?,Jl_t.:' NG-. GI f'( ro VRO--/IC::[ Dl6I r.AL .ARTIAD~K CF G TY LOGO. r JRHIS-tED A·,o HST ALLED =?.Y BRA--/0 SIG'N.-OR H-E' NEER A0 P'<.::::>./ED EGJ.AL GC"!TACT, FR..AHK F CRE (<14.1 :284-CSOO 5/ 6" BKO"--.ZE "C rr OF hEf·'\0 ::...,Rr 3EACH" F _,A.QUE h 1l--- :::LA::::.< r,AINT rlLLtD FCCt:ss=::=) ,ARtAS-. c--:,RO-·/ CT =.XPC."--Y Ph 3AR 'vfCL-NT (8 '----flN.) TO V-LALL. GIT._,. TO coRO'-/ID:::: D 6I-.AL .A,-1,..ioRK or c -·-( L06:'.?. c ·: S\vfQOTH -~Ch!:=_ 2" P _AS-ER Fl"! S-COLO~ TC 'vf..t..· -CH .A.DJ.ACD·lT c(::::, BJIU.:::· t--16 .A.Ne:· '-··fol'-U\v1Cl'-T ,-"-LAL __ -':..PPL,_.,, E>-T::::~ C~. GL:::":A.~ _A,"-. TI-SR.AFFi-1 GOA,T l'-16 ,:;,ER cI-y ST.A,\j:::;:,_,c::.,5(,D "-.o---s (.A.) SOt--T:;~Ac-o~ :=::-AU_ F~o---1I-::':: s: .. A :::--:, src:::::o C:R.Ah \,JGS OF J-"1.ALL _,A._,,::::;UT, SIGNAG::: .A\~D :::HAR.AC, I-cR LA '-d''CL--rcR ~.C--./ =/~j A'-...JD AP-='RO-/ AL 6'-' TH:::: ,.:::,'-~6 E~-lGIN::::::::,. (~ 'i C,Ol"-. T~..Ac-o~. S-ALL P'<.0'-/1:::;;::: ,:::,-,L\LK l'·--1.A~.KS :::;N '-:-·-> I ·---.i1s-sy;z_-AC-C o-1,-s,AL ....... l"-.D CA-',jG C::.-1-ARAC-CR LOC.L::..-Oh ::::QR R.=:\/ EH ,ANU .APP~O'-./.AL E'.,.,, T----tE Ch.B l=i'l6 '---IEER P"< OR TO '---ICT-'.>,,L_,.6.. T C'---1. (D) F.A.BR G.AT 01'1 Sf-.'.\l..._ 3E 0 ER F ::;:_p \v1E,A.SJ'-<',E\v1:::':"-ITS ,AS C-O~-C,1):::,-::::, Ar--,:; \/CR-Ir CD B'~ T----fC :::-01\-RA.c.-osz. l\L_ cot--.GR::::TC TO~== -y,::,c II.-·"·-/, '---1I',ltvUt✓' :::...o!'--.-'P~t:SSIOh. ST'-:=>1011----'-'t]s2. sr:=:vs '-'1,A.,X It----'_,. '·-,1 k\.ATER GEt./EI',-RA------I0 :>Ve.: TC 3:':: 05. SEE sE0 r::::c-1 R::::..c:;,:::::::R r P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION DETAILS L-2.08 21 L NR I TCAT UU ET ACOF OLIF E D S S R S ETSIGE OM R RT LRA No. S2827 ATAF M U LOO RP SEOF ANISO I R A I E N G E E N FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR DIMENSIONS AND ANY AND ALL ITEMS RELATED TO ARCHITECTURAL, PRECAST ITEMS AND OTHER DISCIPLINES. st N -N START/ ENO llf]NP f '.5EE1£" PANeL EL,EVATION -ART SC.ALE, 1-1/.2" = 1'-0" TRANISIDONAL PANEL KB,.PQNLY 85'-6" (FULL LENGTH OF Y'IALL) ANIMAL ART PANEL 56' O.C. SPACING ElETY'IEEN REVEALS 5 SEE ENLARGEMENT 'El' SEE ENLARGEMENT 'A' 2" TYP. '18" C.LR. 6" TYP. ~ ~ -#----1-f- -/ \ I _ _,, j ,~ E EVATION-ART SC.ALE, 1-1/.2" = l'-0" 81'-0" CENTER ART MURAL ON Y'IALL --I \ -------J:~----1 \ I )~ SEE ENLARGEMENT 'B' PL.AN VIEH ENL,ARSEMENT 'C,' SC.ALE, I"= l'-0" SEE ENLARGEMENT 'A' .. ----- C / )( <( :I: st N U) • I -st ,, SECTION -RETAININS HAL,L, NOTES, SC.ALE, 1-1/.2" = l'-0" C-ONTRAC-TOR TO PROVIDE 6' LONS NON-FRODIJC,TION MOC-K UF OF FROF05ED l'lALL FOR REVIEH AND APPROVAL BY C,NB ENCSINEER t LAND5C-AFE ARGHITEC-T PRIOR TO C,ON5TRUC-TION. MOC-K UF SHALL INC-LUDE Y'IALL GAF, REVEALS, TILE INLAYS, ETC-. st ® TILE MANUFACTURER TO PROVIDE C-OMFLETE ART TILE MURAL LAYOUT SUBMITTAL. SUBMITTAL SHALL INCLUDE TILE 51ZE, SHAFE, AND ARTWORK IN FULL C-OLOR RENDER.INS FOR REVIEH AND APPROVAL BY C-NB ENCSINEER t LAND5C-AFE ARGHITEC-T PRIOR TO FABRIC-ATION. TILE MANUFACTl-'<.ER SHALL PROVIDE (5) 6"X6" TILE 5AMFLE5 HITH ARTWORK C,OLOR.5 FOR REVIEH AND APPROVAL BY THE ENCSINEER PRIOR TO FABRIC-ATION. C,ONTRAC-TOR TO PROVIDE C-HALK MARK LAYOUT OF ART TILE MURAL LAYOUT ON RETAININCS Y'IALL PRIOR TO INSTALLATION OF TILES. ART MURAL SHALL BE GENTER.ED ON HALL. SHOULD ANY Dl5C-REPANC-IE5 ARISE BETY'IEEN FIELD C-ONDITION5 AND PROPOSED DE515N, THE C,ONTRAGTOR SHALL NOTIFY THE LAND5C-APE ARGHITEC,T AND C,NB ENCSINEER IMMEDIATEL '!'. SUBCSRADE PREPARATION AND C-OMPAC-TION PER CSEOTEGH REPORT. 5EE 5PEC-IFIC-ATION5. ALL C-ONC-RETE TO BE TYPE IIN, MINIMUM C-OMFRES51VE 5TRENCST PER 5PEG5. MAX. HATER C-EMENT RATIO (WC-) TO BE 0.5. 5EE CSEOTEC-H REPORT (PAVEMENT REC-OMMENDATION5). 24 11 HIGH MOSAIC TILE RETAINING ~ALL 7 7 7 0 'i 7 TRANISIIIONAL PANeL KELP QM..Y START/ ENO "FINO f 5EEK" PANEL ® @ G) @ © @) ® @ @ <D ½" CHAMFER \ 2" \ J -----------\ ~ ¾II -----. L . 112" / 4 / LE§END, 1/2" SECTION ENL,ARSEMENT 'A' SCALE: t,11 = 11-0 11 • r '( • --SECTION ENL,ARGEMENT '13' SC.ALE: 5 11 = I 1-011 ' ' ,I 1:2" XI?," X 16" C-ONC-RETE PREC-15ION BLOC-KC-MU Y'IALL. WLOR, NATURAL CSR.A'!'. FULLY CSR.OUT ALL c-aL5. ANY AND ALL EXPOSED BLOC-K TO BE OR.GO INTECSRAL C-OLOR (Y'IHEAT) SPLIT FAC-E BLOC-K HITH MATC-HINCS MORTAR JOINTS. I" NATURAL CSR.A'!', 5TUC,C,O FINl5'i ON ALL EXPOSED C-MU SURFAC-E5, EXCEPT LOC-ATION OF TILE ART MURAL. PROVIDE½" C-HAMFER ON ALL EDCSES AND C-vRNER.5, C-ONTINUOUS. EPOXY ADHESIVE BY LATIC-RETE, OR APPROVED EGUAL. 6"X6" KILN FIRED DEC-ORATIVE POR.C,aAIN TILE HITH ½," CSR.OUT JOINTS (INCLUDED IN TILE DIMENSION), BY TILE ARTISANS Dl61TAL IMAelNCS, LLC,. C-ONTAC-T, DAVE TYPIN5KI, (51?,6) 454-1060. 5EE aEVATION ENLARCSEMENT FOR ARTY'IORK AND NOTES THl5 LEGEND. 5ET TILES ON GLEAN, EXPOSED C-MU BLOC-K 5URFAC-E. GROUT AND MORTAR PER TILE MANUFAC-TURER.'5 R.EC-OMMENDATION5. 5EAL CSR.OUT JOINTS HITH 51LIC-ONE-BA5ED SEALANT AFTER GROUT 15 C-URED. ¾" HIDE X ½" DEEP C,ONC,R.ETE REVEAL, C,ONTINUOU5 ACR.055 FACE AND 51DE5 OF C,ONC,R.ETE GAP. 3/,." HIDE x Jt.'' DEEP SKATE STOPPER NOT61 I. 6EtffERED BETHE.EN REVEAL JOlt,TS, AT FA6E OF GOt,GRETE GAP, BOTI I SIDES. SINCSLE BLADE SAHGUT C-ONTROL JOINT,~ DEPTH OF C-ONCRETE GAP PER DETAIL :2, SHEET L-:2.01. POURED IN PLAC-E C-ONCRETE GAP. C-ONC-RETE GAP TO REC-EIVE TOP GAST (NO. 5) FINISH, SEE 5PEC-IFIC-ATION5. PROVIDE½" C,ONTINUOUS TOOLED RADIUS AT C-ORNER.5 AND EDCSE5. FOUR.ED IN FLAC-E C-ONCRETE FOOTINCS, A5 5HOHN. #5 @ 1:2" O.C-. EACH Y'IA'T' AT GENTER OF GAP. C-ONTINUOUS 4" 5GH. 40 PVC-PERFORATED PIPE PER C-IVIL EN61NEER'5 DRAHIN65. PROVIDE C-ONNEC-TION TO ADJAC-ENT C-IVIL AREA DRAINS. PROVIDE C-ONTINUOU5 5/4" TO 1-1/:2" OPEN CSRADED CSRAVEL. PROVIDE C-ONTINUOUS FILTER FABRIC, HR.AF, MIRAFI 140N BY C-ARL.15LE, ING. OR EN61NEER.'5 APPROVED EC.UAL. 5EE 5PEC-IFIC-ATION5. PROVIDE C-ONTINUOU5 MIRADRI e,t,O HATER.PROOF MEMBRANE AND MIRADRAIN 6:200 DRAINACSE C-OMF051TE BY GAR.LISLE, ING. OR ENCSINEER.'5 APFROVED EC.UAL. INSTALL PER MANUFAC-TURER.'5 5PEC-IFIC-ATION5. C-ONTAC-T, JAMES HEIDT AND A550C,IATE5 (e1e):24e-"16T7. RESILIENT PLAY SURFACINCS PER DETAIL I, THl5 SHEET LOC-ATION PER C-ON5TR.IJC,TION PLANS AND TOT LOT PLAN, SHEET L-:2.oe. ADJAC-ENT FINISH CSR.ADE/TOE OF SLOPE. 5EE C-IVIL ENCSINEER.'5 CSRADINCS PLANS. SUBCSRADE PREPARATION AND C-OMPAC-TION PER CSEOTEC-H REPORT. 5EE 5PEC-IFIC-ATION5. ANY AND ALL EXPOSED BLOC-K (I.E. AT Y'IALL END5 HHERE CSR.ADE DROPS ALONCS Y'IALL 5UBFAC-E) SHALL BE OR.GO INTECSRAL C,OLOR (HHEAT) SPLIT FAC-E BLOC,K HITH MATC-HINCS MORTAR JOINTS. PROVIDE SUBMITTAL FOR REVIEH AND APPROVAL. (:2) 115 C-ONTINUOU5, TOP 4 BOTTOM AT Y'IALL. #5 X J @ :24" O.C,. EACH FAC-E. #5 X 1 @ 1:2" O.C,. (5) 115 C-ONTINUOU5, TOP t BOTTOM AT FOOTINCS. TILES TILE ART MURAL 15 C-OMFRl5ED OF 4e6 INDIVIDUAL, 6"X6" 5GUARE TILES, LAID IN 5 ROHS BY 16:2 C,OLUMN5 HITH 1/1?," CSR.OUT LINES IN BETY'IEEN TILES. UNDERGROUND SERVICE ALERT GALL: 811 TY'IO Y'IORKING DAYS BEFORE YOU DIG R XI ~< <( Ii: Ill <~ X IU z IU "'Cl It IQ ;~ 12" TYP. ,_j <( ::, 1' z <( IU (,) -I-; \) ~~ Xo FLUSH • I-~ FLUSH rt=-'<t ~ ~ SECTION -BOND BEAM. RUBBER SURFAC.INS AND DRAINAGE SC.ALE: 111 = l'-0" U;el;ND, (D POURED-IN-PLACE RESILIENT RUBBER 5URFACINCS W 1/:2" MIN. Y'IEARINCS C-OUR5E. C-USHION DEPTH VARIES BASED ON FALL HEICSHT, 4" MIN. (1/:2" Y'IEARINCS GOUR.SE 4 5-1/:2" RESILIENT 5URFACIN6) t 5" MAX. (1/:2" 1-.EARINCS C-OUR5E 4 4-1/:2" RESILIENT SURFAC-INCS). REFER TO PLA'T'CSROUND EGUIPMENT DETAILS AND PLANS ON SHEET L-:2.0'l, AND 5PEC-IFIC-ATION5 FOR RUBBER DEPTH, PLAY EGUIPMENT INSTALLATION, MANUFAC-TURER. REC-OMMENDATIONS AND R.EGUIREMENT5. @ 4" C-ONCRETE SUB-SLAB, TYP. C-ONCRETE TYPE C,-5:250. 5EE 5PEC-IFIC-ATION5. MAINTAIN POSITIVE DRAINACSE TO DRAIN INLETS. 5EE CSRADINCS AND DRAINACSE PLAN FOR ELEVATIONS 4 DRAINACSE DE515N. ® 1:2" HIDE, POURED IN PLAC-E, NATURAL <SRA'!', C-ONC-RETE BOND BEAM AT PLAY AREA. PROVIDE 1/:2" TOOLED RADIUS AT ALL C-ORNER5 AND EDCSE5. PROVIDE TOPCA5T N0.5 FINISH AT ALL EXPOSED 5URFAC-E5 OF BOND BEAM. 5EE C-ON5TRUC-TION PLAN FOR LOC-ATION AND DETAIL 5, SHEET L-:2.14 FOR RETAININCS C-ONDITION5. @ 5UBCSRADE PREPARATION AND C-OMPACTION PER CSEOTEGH REPORT. @ RUBBER SURFACE PLAY AREA 5UBDRAIN SYSTEM. C-ATC-H BASIN, CSR.ATE, AND PIPE 51ZINCS PER C-IVIL'5 6RADINCS AND DRAINACSE PLANS AND DETAILS. HR.AP CSR.ATE i'llTH MIRAFI 140N FILTER FABRIC-. @ ADJAC-ENT C-ONC-RETE PAVINCS. 5EE DETAIL I, SHEET L-:2.01 AND C,ON5TRUC-TION PLANS. G) GOLD JOINT PER DETAIL :2, SHEET L-:2.01. @ (:2) ~5 REBAR, C-ONTINUOU5 TOP AND BOTTOM. © EXPANSION JOINT PER DETAIL :2, SHEET L-:2.01. @) LAND5GAFE AREA. 5EE C-ON5TRUC-TION PLANS. NQJE>, @ RESILIENT 51JRFAC-IN5 SHALL BE INSTALLED HITH UV ALIPHATIC- BINDER. INSTALL PER MANUFACTURER'S 5PEC-IFIC-ATION5. ® RESILIENT 51JRFAC,INCS SHALL BE INSTALLED BY A PRE-GUALIFIED INSTALLER, N.P.S.I. C-ERTIFIED, 4 SHALL MEET THE R.EGUIREMENT5 BY THE MANUFAC-TURER THE INSTALLER SHALL HAVE C-OMPLETED AT LEAST 10 PROJEC-T5 SIMILAR IN SIZE AND 5C-OFE IN THE LAST FIVE (5) YEARS. © PLAY SURFAC,INCS C,OLOR.5 FER DETAIL I, SHEET L-:2.oe. C-ONTRAC-TOR SHALL SUBMIT l:2"Xl:2" C-OLOR SAMPLE OF ALL C-OLOR5 AND BLENDS AS 5PEC-IFIED TO THE C,NB ENCSINEER 4 LAND5C-APE ARGHITEC-T FOR REVIEH AND APFROVAL PRIOR TO INSTALLATION. r.=:, POURED-IN-PLAC-E RESILIENT RUBBER SURFACINCS SHALL BE \!:::I 'TOT TURF' BY, ROBERTSON REGREATIONAL 51JRFAGE5, OR APFROVED EGUAL. PROVIDED BY, PLA'T'C,ORE, C-ONTAC-T, VINC-E BRANTLEY ('114) '104-1?,:21<1. 5EE DETAIL I, SHEET L-:2.oe. ® PROVIDE C-HALK MARKS ON CSR.ADE INDIC-ATINCS SURFACE C-OLOR ALICSNMENT, AND PLAY EGUIPMENT POLE5/FOOTINCS LOC-ATION5. VERIFY 5URFACINCS DE516N LAYOUT AND C,OLOR.5 HITH C-NB ENCSINEER PRIOR TO C-OMMENC-INCS HORK. ® VERIFY ALL MINIMUM FALL HEICSHT5/C-LEARANC-E5 REGUIRED FOR PLAY EGUIPMENT PRIOR TO INSTALLATION. @ ALL C-ONC-RETE TO BE TYPE IIN, MINIMUM C-OMFRE551VE 5TRENCSTH PER 5PEC-S. MAXIMUM Y'IATER C-EMENT RATIO (H/C,) TO BE 0.5. 5EE CSEOTEGH REPORT (PAVEMENT ® R.EC-OMMENDATION5). PROVIDE 5C,OR.E JOINTS ON BOND BEAM AS 5HOHN ON THE <D C-ON5TR.IJC,TION PLAN. C-ONTRAC-TOR TO PROVIDE BOND BEAM MOC-K-UP 10' LONS 5ECSMENT FOR REVIEH AND APPROVAL BY C-NB ENCSINEER AND LAND5C,APE ARGHITEC,T PRIOR TO C,ON5TRUC,TION. POURED IN PLACE RESILIENT RUBBER SURFACING, 12 11 BOND BEAM/SUBSURFACE DRAINAGE SECTION -BOND BEAM. RUBBER 5URFAC.IN5 AND SAND TRANSITION SC.ALE, I" = 1'-0" --, ,--.. ~ ~ ~ "' LEGEND, NOTES, <D POURED-IN-PLACE RESILIENT RUBBER SURFAC,INCS HI 1/:2" MIN. HEARINCS C-OUR5E. C-U5HION DEPTH VARIES BASED ON FALL HEl6HT, 4" MIN. (1/:2" Y'IEARINCS C-OURSE 4 5-1/:2" RESILIENT SURFAC-INCS) 4 5" MAX. (1/:2" Y'IEARINCS C-OUR5E 4 4.5" RESILIENT SURFAC-INCS). 5EE DETAIL I, THl5 SHEET. TURN DOHN 5URFAC-INCS AT 45° MAX ANCSLE AT EDCSE C-ONDITION5. 4" C,ONC,R.ETE 5UB-5LAB. C-ONCRETE TYPE C,-5:250. MAINTAIN POSITIVE DRAINACSE TO DRAIN INLETS. 5EE 5R.ADIN5 AND DRAINACSE PLAN FOR ELEVATIONS 4 DRAINACSE DE515N. 1:2" HIDE C-ONC-RETE BOND BEAM AT PLAY AREA. 5EE DETAIL I THl5 SHEET FOR DIMENSIONS AND 5TRUC-TURAL DETAILINCS. 5EE C-ON5TRUC-TION PLAN FOR LOC-ATION AND DETAIL 5, SHEET L-:2.14 FOR RETAININCS C-ONDITION5. FLAY 5AND "PROTOUR" BY FH 6ILLIBRAND OR APPROVED EC.UAL. SEE 5PEC-IFIC-ATION5, C-ON5TRUC-TION PLANS AND SHEET L-:2.0<1 FOR LOC-ATION5. C-ONTINUOUS C-ONCRETE FOOTINCS, AS SHOHN. #4 REBAR AT 16" O.C,, EAGH Y'IA'T'. GENTER IN 5LAB. C,ONC-RETE PAVINCS. 5EE DETAIL I, SHEET L-:2.01. GOLD JOINT. 5EE DETAIL :2, SHEET L-:2.01. FILTER FABRIC-. MIRAFI 140N OR ENCSINEER5 APPROVED EC.UAL. 5EC-URE TO BELOH 5AND 5EC-TION TO C-ONC-RETE FOOTINCS OR BOND BEAM PER MANUFAC-TURER5 5PEC-IFIC-ATIONS. SUBCSRADE PREPARATION AND C-OMPACTION PER CSEOTEC-H REPORT. (:2) #5 C-ONTINUOU5, TOP 4 BOTTOM. (:2) #5 C-ONTINUOU5, TOP 4 BOTTOM AT FOOTINCS. ® ® ® @ ® <D RESILIENT 5URFAC-INCS SHALL BE INSTALLED HITH W ALIPHATIC, BINDER INSTALL FER MANUFAC-TURER.'5 5PEC-IFIC-ATION5. RESILIENT 5URFAC-INCS SHALL BE INSTALLED BY A PRE-GUALIFIED INSTALLER N.P.5.1. C-ERTIFIED AND SHALL MEET THE R.EGUIREMENT5 BY THE MANUFACTURER. THE INSTALLER SHALL HAVE C-OMFLETED AT LEAST 10 PROJEC,TS SIMILAR IN SIZE AND SC-OPE IN THE LAST (5) YEAR.5. PLAY SURFAC-ING C,OLOR5 PER DETAIL I, SHEET L-:2.oe. C-ONTRAC-TOR SHALL SUBMIT l:2"Xl:2" C-OLOR SAMPLE OF ALL C-OLOR5 AND BLENDS A5 5PEC-IFIED TO THE C-NB EN61NEER 4 LANDSC-AFE ARGHITEC-T FOR REVIEl'l AND APPROVAL PRIOR TO INSTALLATION. C-ONTRAC-TOR SHALL VERIFY ALL FALL HEICSHT5 REGUIREMENTS/C-LEARANGE5 HITH PLAYGROUND MANUFAC-TURER. POURED-IN PLAC-E RESILIENT RUBBER 5URFACINCS SHALL BE 'TOT TURF' BY, ROBERTSON REGREATIONAL SURFACES, OR APPROVED EC.UAL. PROVIDED BY, PLA'l'CORE, C-ONTAC-T, VINCE BRANTLEY ('114) 'l04-1?,:21'l. 5EE DETAIL I, SHEET L-:2.oe. ALL C-ONC-RETE TO BE TYPE IIN, MINIMUM C-OMFRE551VE 5TRENCSTH FER SPEC-5. MAXIMUM Y'IATER C-EMENT RATIO (WC,) TO BE 0.5. 5EE CSEOTEGH REPORT (PAVEMENT REC-OMMENDATION5) VERIFY ALL MINIMUM FALL HEICSHT5/C-LEARANC-E5 REGUIRED FOR PLAY EGUIPMENT PRIOR TO INSTALLATION. PROVIDE 5GoRE JOINTS ON BOND BEAM AS 5HOHN ON THE C-ON5TRUC-TION PLAN. C-ONTRAC-TOR TO PROVIDE BOND BEAM MOC-K-UF 10' LONS 5ECSMENT FOR REVIEH AND APPROVAL BY C-NB ENCSINEER AND LAND5C-APE ARGHITEC-T PRIOR TO C-ON5TRUC-TION. 2 FLAY SAND SURFACING AND RESILIENT RUBBER SURFACING TRANSITION --·• GROUP MDESIGN P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION DETAILS L-2.09 22 FOR REFERENCE ONLY, CONTRACTOR SHALL OBTAIN ENelNEERID FOOTINe DESl<SN AND CALC.ULATIONS BY EQUIPMENT MANUFACTURER PER CITY STANDARDS FOR COOL TOPPERS. COST OF EN<SINEERED FOOTIN<SS SHALL BE INCLUDED IN FINAL BID COSTS. ~ landscape structures· DETAIL FRONT VIEW 12' Square ---,,~,,~--, ro Of LJeck .... 15014001 lill,11111111 II ""'""" SAFETY NOTE C,cose a p,,>ectS·, sccfe.~"" n.t,aal Iha! "' , Cm,,., 110;,t ',,,.ue o/ a, least '" hslott s" tha Hqhast Acc,aselt'e Part.'Fsll H,1~1" or ,re oapc,:,n, oo,;,,1ic,l. ;P.cr ·"''""""'·:• DETAIL TOP VIEW 2467JOOJ Juti landscape structures- Parts List PotT# .53697 _5.18(14 :,411~, ,sr,"-4 510·1] 1M!&2 24-1]1\4 IS~O~J PlayBooster® 154883 CoolToppers® Posts For Roofs, Single Post lks~ri11tion Qty. ,., o.:i x rn •;: """'" \!'i' 72":,. 'i:,ccit;> r_:o_,_-r J 5" 0.:0 .. , :iJO •:: :,'.a,\ fGP.D. S").Sp-,cify Cc•lor ....... 1 2" i':".lle< fale"1-ri,m (.l:".4[,' l, Spc-cil',· Cokir .... , ,., I -,~ .. I''"""'·" 1-:src·i<i•>r, f4W-W ). Src.cif:,,Cohr ·1-1'' footer fat<:ision (L,•1'' %'} Sfe<ifyCobr. :,1iJJlc Post%" D,.,:l. S1JC-,;ry Colo, .......................... I 1Jfl'c,P<lsl fa lu.,i, . .i %" Deck. S?Cci!~ Cobr ... D11 Post E~,en,ion (32"-%"') lld><. r,,k,ge .-. I '..', llliCS ,v:l'iu, SST ...................................... 4 \/ s1,11Jctnl Hex N,,1. S~T ................... 4 Installation Instructions l) Digfoot'.n.~hdeassho,;,11. 2) (Grd~s··, 16" & 24" Deck Jlci~htl Plnce ~ost ;n foo,ini:; hole. \Vit:l I""' hrucc,I plurd , ;,.,111 c,,ric r~lc· f,11:li11g. r"l'O'I I(: A//,,,._ u.•m . .-,·:i,,f.,,,_ i:,g I<> cmefi,• a~,,,,,.,,,.,,~. ,.,,r 72 !w;m· /a~/m-,,,.;11:d1•":; Coo.'TGppn·,· ,·h"d,•rr~:•. Juve landscape structures' DETAIL DIRECT BURY (GRD., B"",16"" & 24"' DECK) ConlToppws .. -.. __ Post -" Fini~hed Grade -11111 O.!iddle Post SAFETY NOlE •:hoe>se • c--d ;·,,, '"""";,, mace,a: Tal "' ' cu.,., I lelght ·,,1ee :' .. ""' ,,. aa;oht <I the HflMs· Accas,;010 Par>s., I ,.,;,,n er ·M ,o.oc,n c,.,;on,,,, 1.Rcl .'$Ir.a>•·-"''··• DETAIL DIRECT BURY (96" DECKS! I • -· i : ' . _, ---·<;-._,,,. '1 I • /.• -~--'-·'----.:.. >~J i• N 1 .~ .... \' ........ \l .. ~•c,-·.-·. 10M9l 100.12° IOll_l~! \•.," t'ISII Wasl,e"·•~~-1 ............. , ................... , ... , .. , ., , .. ~ (32 " -72" Tkd. Height) ,\ltllCl1 po,~exrensinn t<>CoolToJl"'"' f"''" using ·'.';•', 7 '•','' fc!HCS '.\','pi n wilh ;,',• :lal ,,.a,licr, famt 'i ;"' st,uH~Lrll be., nu!s with';'," ibl •.,,,i;hc.r,, Plac\: pus\ infooring hole. Wilh p,,sr bn,c·cxl p'.un b pcm·cvnm:oc footitig. /\'OTf; .-1,'/ow co11c,-e:c)Ooii11g Iv ,'MC _ti>r ,, minim•,,,, "fll h·,"•"' hPji>,,, ,,n,,6;ing C"ntii,pp~,., shad~ !OJ>. (96" lleek ll~i~hl.) Albid1 DR f.>nsl.cxkrisier1 It• rriicl,lk p,,,1 usirig·}'.-'·, I\','' BI!CS w;'pin ·a,·itt ,_,,, flat washers :ma,,.·," ,·n1ndord ht'->: nut, .,,.it:l %'' naL ,•:~shers. Alw.eh "l\'"' ;,or.1 oxi-cnsien lo middle posL usi11g '-·S" x I Li" HHf'.S w,pi11 «i1··1 '.·/' ~1\F, 11"1 w:i,li.,r, :rnd }s". lnw corowr, ,:ar nuts with w· 5A.Eflat w1shers. Witll p:,sr braced plumb p0ur cc,,icrete fo<Jtin~ . .NO LL Allo•.1· concre\la fee-ting tc ciu-e for a mini,aum of72 houis h,:l:.11e a1t,.ching CnolTnp:>er S7mde 1<1p m- 1 - 1111 1111 ,,_ I~) '1,'· X 1 'l,'BHCSwi Pin w/ '.'," Flat Washers RELOCA TED,r.-"'1"""''71--'h"'< "-' -• !..... '< .. ~ .,:-:· ~ ~\ l C---------e-------·- CoolToppers Shade Top 12·x 12' (S:.>IU &:,~,;r,;L,;ly) ,_ -1 --•• CuolTq,1[.le•~ Post CUSTOM MOSAIC TILE FIND AND SEEK PANEL (2-5 PLAYSHAPERJ J: ",;-. , C A • ,. IHeEPH• ..;t -- ' --,• , '-., ~:<;>THS ' "-<:.,-I -'• ' ' ~ SAME IMA(;;c: ON BOTH SIDES OF THE r>ANEL CUSTOM TIDE POOL PANEL (5-12 PLAYBOOSTER) 6/1.'.::K 2..:i717 Uppcr Po,c E>1en,ion 96" Doek .............................. J 11102:' ',,"",1':,'BHCSw.1~n.SST ................ ·" IJ6•/!; ·':;"-lbll,~Nurt..y.ocl.: .................... 6 !OllJ(,5 '·;· ?lat SAE "-'ost.,,-r. S>T ...................................... Li f)l);Dir«tBury Specifications Wckl·11cr1l.c,,rr1:,i·is,:,I or.,•· ().I)., 7 (i;\ (.779 •• ) galvai1iz:ed sreei ruhi11g aud ·i " steel Jolate. Finish; ProSh:dd, culur ;pccific,J. Fuuler F:,lension: \\.\.IJmcnl comprised uf 5" O.D. x 11 G.". {.12,J") g.sh-snizcd S1ecl tubing and ic" steel plak finish; l'rnSh·d,l, rnlnr 'i'ecitb:I. t·nstcncrs: Priumy fust<,ne15 shnll be sackered and pi,med tm,i- perµ,wfin de;;ig,1, &Llinb& &'.eel (SST) J.'<Ct.-\ST\,f P 879 unkss Dthcrwi,c indinrtcd (sec spcc£c p:udu,·r in,ulb1i,,,l',pccilicdli,,r1,). llpJ'<'t' Po,t f:.t: W~l:lrn,cllt CCJnlJll"isc,t M 5'' ()]) -.; 71 (i;\ (.12•'1'") g:alYc1nized steel tuhing "ith '-'<' s,eel plate ZP ,,11d e,;-• sled plal~. finish: PrnSliidJ. colill' spc-.:iiicJ. Mi~dl.e Pust: lnslallalio11 Tim<: Conct'<'<: Weigh1: Weldniem compri;eJ of5" OD~ 7 GA ,:.179 ') '.'"l- vs-ii,.,d siccel l11hi11t "i1.h ,,,,. ,1,:cl pble ZP :in,l '1 steel plate. Finish: l'roSl,ielC., cok>r spe..:itied. P,«l -1 Pc"p'c-Appwx. I hmu [2 Oll. ft. 1n lh,. (rnm, ~•·'.· 188 lbs. (W -24"! 200 lk 13'."'-40") 21] J'.,;, (48"-'i({') nc lh,. l.~4·· ";2") ~53 lbs.(%·' .1 ART APPROVAL JI;,½ landscape structures- PLEASE REVIEW AND APPROVE THE FOLLOWI N G: Color, Wrblage, Layout/size, and Owrall Graphic. I vMity that I nwr nrnti-..rwi.s~ pn.s.,~ss flll n~.-:es0flr:• ,i~hl, wilh ,~sµead l<.> Lhe Js~r-subnill~J i·roo;,fi, Md tha: t,10 u;cr-su::,m;ttc-d imc1ccc do rot intriage, ri,apprcpriate, me or disclose witC0u: uulhuriLe .iuro o: 01.l,~r·Nis~ ·,iuk,l~ eny ~ol);,r i~hl . trademark. tr~de seer~\ ,;<Jhl or o:rer ;ntelledual pcoperty or ether pro~erty nght of B,,y third ~Brt,' speac.:'fi~cl i.,,, lliea clie11l. Tliis reanclearin~ remoiros o ccrceotuol approximot o~ as cJstom pr~dc·cts ore subiecl t~ f1nul enq1ne~nn·~ 1~dodrn~ hcd•::ure p ,cement ar,d m nor chan;;es r.slote1 to s:ando1·ds and menJtac:ur;1•,g capab;litie,. t,n,· cha119es fol!ow n,g this •.~pro,BI •t.'ill im~act del ,er)' dote and w II be ,u ~jc,ct to chang-o order. 1191137967-01-09 Gtdll llc.:wol.J ?ork ST/\NDARD PS P/IN[L SIZ[ SIZE 1'1 ',"-. ,tJ JUh londscape structures- ART APPROVAL PLEASE REVIEW AND APPROVE THE FOLLOWING: I COLOR 1vrnBIAGE I LAYOUT/SIZE I OVERALL GRAPHIC re '""'-'-'"'-'-''"'-''"'"''"'""" """' m, .,,., '"'"'",me,.,,,,'", ""w,,• ""· '"'"'""'"'"'"~m,•,a, ,,u.,a "''"'''" '""'•.so,,.., 1191137967-01-09 0rant HY."ald !-'ark STA\JDI\RC P5 PA\JEL SIZE SIZE 35 t;~~ X 40 75 PLAY EQUIPMENT AND SURFACING FOR REFERENCE ONLY Crn.she,rl Roc< Ccc,IToppers Post (4j '.'/ X 1 11," BHCS w/ Pin wl 'I,"' Flat Washers 610 DETAIL DIRECT BURY (32"-72" DECKS) {4·1 '!," Standard •• _,., H0x Nut5 WI '.i," Flot Was1ers Footer :=xiension Concrete· Crushed •• Ro:;k . C ON ID ;, (4) '.i," Star,dard • _,,.-- Hex Nrrtsw/ 'i," flat 'Nashers Footer E•tension Upper Po~t [;xtension (G)¾"~1 W' BHCS wipin with¾" SAE Flat 1/Vashera ./ (6)'/4"He{ Nul Nylock wi ¾·' SAEFl"l \}/Hshern Middle Post --= Sheet L al L CONTRACTOR SHALL OBTAIN LATEST APPROVED FLANS BY FLAY MANUFACTURER CUSTOM OCTOPUS SAND SCULPTURE a ,POST OFFICE DJcument #24673000 EQUIPMENT COLOR CHART Concep/ual des-igt1 only ancl is sul)ject to p,ossible charJges EQUIP EQUIP COOL OFFERS AC.ORN DENIM 1..EAF DENIM UNDEReROUND SERVICE ALERT GALL: 811 TV'IO V'lORKIN<S DAYS BEFORE YOU Die A B C, D E F G H • ' ' -I PLAN VIE~ ·, ·, _: ! '·,, _. /--,. / \ ' • ' ' ' ' ' ' ' 5CALE, I" = 10'-0" FLAY STRUCTURE LE<SEND (LSI Dv-l<S ~ II51'lb1-0I-II) EXISTING GFOl215'1 IT1556A GFOOl25,!; I6,!;564A • II31q~1-01-1I + Q'Ol2T15 2I,!;'IISA • FL.AYSHAFER ~IGIFUSE BARRIER PANEL. GROUND I.EYE!. Y-1/GUSTOM ART=RK EXISTING GI..U6HOIJSE, REI..OGATE FER FL.ANS C-USTOM GFRG OCTOPUS AND SAND GASTI..E TODDI..ER SHINGS + FULL. BUCKET SEAT Y-1/FROGUAl<D CHAINS (2) SENSORY Fl.A Y GENTER HAI.I. END (2) + SENSORY Fl.A Y GENTER HAL.I. + COi.OR SFL.ASH l'IHEEL. C-USTOM 4-e>" ROLI..ERSI..IDE ADYENTIJRESGAFE DESIGN #I FI..AYBOOSTER, MODIFIED Y-1/GOOL TOPPERS AND DIGIFUSE BARRIER PANEL. GROUND I.EYE!. Y-1/GUSTOM ART=RK GI.OBA!. MOTION EGIJIFMENT DENOTED Hin-I A * , MAY REG!JIRE ENGINEERED 1-00TING DESIGNS AND GALGl.lATION5 BY 11-IE EGIJIFMENT MAN.,FAC,11.,REF!, PER GIT'f 5TANDARD5. CONTRAGTOR 5HALL 6E l<ESF'ONSl61.E FOR G05T5 TO OBTAIN ALL NECESSARY ENGINEERED DRAHINl55 AND 5HALL SJBMIT TO 11-IE ENGINEER FOR REVIEW AND AFFRDVAL. RESILIENT RUBBER SURFACIN<S COLOR SCHEDULE @ STANDARD TFY BI..UE-50% BI..UE 4 5096 GREEN @ STANDARD TFY MEDIUM BI..UE 50% BI..UE 4 254 5REEN 4 25% DARK GRAY @ STANDARD TFY DARK BI..UE 15% BI..UE 4 25% DARK GRAY @ SUPREME TFY BL.UE-50% BI..UE 4 5096 GREEN SUPREME ® SUPREME TFY DARK BI..UE 154 BUJE 4 25% DARK GRAY SUPREME --·• R GROUP MDESIGN ' ' ' ' \ ' ' ' ' ' ' . ', ' • ' I • ' ' I E (j) @ (j) Q) • ' ' ' ' ' ' I LEGEND, • • i 1 \ ' • ' ' ' I ' ' • • / I • FL.A'!' EQUIPMENT MANUFAGTlJRED BY L-ANDSGAFE STIWC.TURES, INC,. PROVIDED BY, COAST RECREATION. GONTAC.T, STEVE HUNT. ('714) 61'1-0100. CUSTOM DRAHING #1151'161-01-11. SEE EQUIPMENT SGHEDIJI..E THIS DETAIL.. • i I POURED-IN-FL.AGE RESII..IENT RUBBER SURFACING. 'TOT -nJRF' BY, ROBl:RTSON RECREATIONAi. SIJRFAC.E5, OR APPROVED EOUAI... AVAIL.ABLE FROM, FI.AYGORE, CONTACT VINCE BRANTI..EY ('714) '104-,!;21'1. SEE COi.OR CHART THIS DETAIL.. SAND SURFACING. SEE DETAIL. 2, SHEET 1..-2.0,!;. FAI..I.. ZONE FER MANUFACTURER'S SHOP DRAHINGS. FL.A'!' AREA BOND BEAM. SEE DETAIL. I, SHEET 1..-2.0,!;. FL.A'!' AREA MOSAIC TII..E RETAINING HAI.I.. SEE DETAIL 5, SHEET 1..-2.0,!;. FL.A'!' AREA RETAINING GUR6. SEE DETAIL 5, SHEET L-2.I4. 20' X 20' SEQUOIA SHADE SHEI..TER. SEE DETAIL. 5, SHEET L-2.IS. FL.A'!' AREA RETAINING BOND BEAM. SEE DETAIL. 5, SHEET 1..-2.14 NOTES, \._ GONTRAGTOR SHALL. BE RESPONSIBLE FOR PROVIDING FINAL. SHOP DRAHINGS, Fl.ANS, LAYOUTS, DESIGNS ENGINEERING AND GAI..GUL.ATIONS FOR ALI. APPROVED FL-AYGROL/ND EQUIPMENT AS A SUBMITTAi. FOR REVIEH AND APPROVAL. BY THE GN6 ENGINEER PRIOR TO FROG=MENT OF EQUIPMENT AND GONSTRUGTION. DOCUMENTS SHAl..1.. INC,UJDE BUT ARE NOT I..IMITED TO; MAX FAI..I.. HEIGHTS, FAI..L ZONES, MINIMUM REQUIRED SURFACING DEPTHS, FOOTING DESIGN AND INSTAI..I.. REQUIREMENTS. GONTRAGTOR SHAI.I.. VERIFY Al.I. Fl.A'!' EQUIPMENT FOOTING REQUIREMENTS HITH THE GN6 ENGINEER PRIOR TO BID. STANDARD FOOTINGS BY Pl.A'!' EQUIPMENT MANUFACTURER SHAI..L BE REOUIRED AT A MINIMUM FOR Al.I. STANDARD PIECES. Al.I. C-USTOM PIECES HHIGH INC.UJDE OVERHEAD SHADE/ COOL. TOPPERS SHALL. REQUIRE ENGINEERED FOOTING DESIGNS AND GAI..GULATIONS, AS PROVIDED BY THE MANUFACTURER. CONTRACTOR SHAI.L PROVIDE ENGINEERED DRAHINGS AS A SUBMITTAi. FOR REVIEH AND APPROVAL. BY THE GN6 ENGINEER. SURFACING INSTAI.I..ING GONTRAGTOR SHALL. HAYE A GAI..IFORNIA STATE GONTRAc.TORS I..IGENSE G6I (Dl2}, I..IMITED SPECIAi. lY, SYNTHETIC MATERIAI..S. EQUIPMENT INSTAI.I..ING GONTRAGTOR SHAI..I.. BE PERFORMED BY A I..ANDSGAFE STIWC.TURE CERTIFIED INSTAI.I..ER. GONTAGT I..ANDSC,AFE STRUGTIJRES FOR AN APPROVED I..IST OF CERTIFIED INSTAl..1..ERS. FINAL. RESII..IENT SURFACING COLORS SHAI.I.. BE REVIEHED AND APPROVED BY GN6 ENGINEER PRIOR TO GONSTIWC.TION. GONTRAGTOR SHAl.1.. PROVIDE SUBMITTAI..S ON Al.I. SURFACING MATERIAL. AND EGlUIPMENT FOR REVIEH AND APPROVAL. BY THE GNB ENGINEER PRIOR TO GONSTRUGTION. GONTRAGTOR SHAL.1.. PROVIDE A I2Xl2 COi.OR MIX SAMFI..E OF RUBBER FOR EACH RESII..IENT SURFACING COi.OR MlxnJRE AND TYPE AS SPECIFIED ON Fl.ANS, SEE SPECS. PROJECT I..ANDSGAFE ARc.HITEGT AND GNB ENGINEER SHAI.I.. REVIEH AND APPROVE PRIOR TO GONSTRUGTION. SEE GONSTRUGTION DETAIL. SHEET 1..-2.0,!; FOF< Fl.A'!' AREA BOND BEAM DETAIL, RESILIENT SURFACING, SAND SURFACING, AND DRAINAGE SYSTEM DESISN. SEE GONSTRUGTION DETAIL. 5, SHEET 1..-2.14 FOR RETAINING Fl.A'!' AREA BOND BEAM DETAIL.. FAl.1.. ZONES DENOTED ON Pl.AN VIEH ARE FOR REFERENCE ONI.. Y AND SHALL. BE FER MANUFAGTIJRER'S FINAL. APPROVED SHOP DRAHINGS. SURFACING DEPTHS SHAI..I.. BE FER MANUFACTURER'S MINIMUM SFEGIFIGATIONS AND RECOMMENDATIONS. SHOUL.D A GONFI..IGT ARISE BETHEEN FAI.I..ZONES AND SURFACING LAYOUT FROM THE MANUFACTURER'S DRAHINGS AND THE APPROVED GONSTRUGTION FL.ANS, THE GONTRAc.TOR SHALL. NOTIFY THE L.ANDSGAFE ARGHITEGT AND GllY BEFORE PROCEEDING HITH GONSTRUGTION. Al.I. GONC.RETE TO BE lYFE IIN, MINIMUM COMPRESSIVE STRENGTH FER SPECS. MAXIMUM HATER CEMENT RATIO (WG) TO BE 0.5. SEE GEOTEGH REPORT. P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION DETAILS L-2.10 23 L NR I TCAT UU ET ACOF OLIF E D S S R S ETSIGE OM R RT LRA No. S2827 ATAF M U LOO RP SEOF ANISO I R A I E N G E E N FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR DIMENSIONS AND ANY AND ALL ITEMS RELATED TO ARCHITECTURAL, PRECAST ITEMS AND OTHER DISCIPLINES. 0 N N 0 N . ~ N ~ 0 (';;\_ Ill • ~ ill rl--t-1,l!i,lll 8 @ I\! SECTION A SC.ALE, 1/2" = (j) r L.EGEND, EXISTING 6ALVANIZED STEEL GHAINLINK FENGE POSTS TO REMAIN - PROTEGT IN PLAGE. PROVIDE DRILLE:D HOLE TO REGE:IVE GABLE RAILS, AS INDIGATED. GABLE HIRE, 3/ei' BRAIDE:D 1xl"I GALVANIZED HIRE ROPE. AVAILABLE FROM 50UTHl'EST CABLE RAILING OR E:N61NEER APPROVED E:GUAL. GONTAGT DOl/6 BEAVER, (6:26) b06-b11S. EXISTING BLOGK RETAINING HALL, FOOTIN6 AND DRAINA6E TO REMAIN -PROTECT IN PLACE. SEE DEMOLITION PLANS . STAINLESS STEEL FIELD THREADE:D GABLE TENSIONER HITH 5.5. AGORN NUT, 5.5. HEX NUT AND 5.5. HASHER INSTALL PER MANUFAGTURER'S 5PEGIFIGATION5. TENSIONERS TO BE ALIGNED AND STAGKED AS INDICATED BELO!'<. 1/16" DRILLED GABLE HOLE GENTERED ON POST. POURED IN PLAGE GONGRETE GRADE BEAM. SEE DETAIL I, SHEET L-2.03 FOR TYPE AND LOGATION SYNTHETIG TURF FIELD. SEE GONSTRIJGTION PLAN. GONTINUOUS GOLD JOINT. SEE DETAIL 2, SHEET L-2.01. EXISTING PLANTER AREA OR SLOPE. TO REMAIN, PROTECT IN PLAGE. NOTE;, CONTRACTOR TO PROVIDE SCALED SHOP Df<AV'IIN65 HITH FIELD VERIFIED DIMENSIONS FOR REVIEH AND APPROVAL BY GNB ENGINEER ALL STEEL FITTINGS, RAILS, GABLES, FASTENERS, ETG. SHALL BE STAINLESS STEEL, GALVANIZED FINISH, SEE SPEGIFIGATIONS. REMOVE AND DISPOSE OF AU EXl5TIN6 CHAINLINK RAILS AND MESH. FENGE POSTS TO REMAIN, PROTEGT IN PLAGE. CONTRACTOR TO PROVIDE MOCK-UP OF TYPICAL POST TO POST CABLE RAIL GONNEGTION FOR REVIEH AND APPROVAL BY GNB ENGINEER. GABLE ATTAGHMENT DETAIL FOR REFERENGE ONLY ~ STAINLESS !C□RN ,J D.JTSIDE POST r ACE CABLE STAINLESS VASHER ct:=::::;:::::=======\•\=· ==::;::=:1 ---I-Measure roc:,miM po,t lace CABLE ATTACHMENT DETAIL SC.ALE, N.T.S. = FLAN VIEH SC.ALE, I" = 10'-0" ija~i'W~I~ER STAINL£S:S AC~ tlJT -x-- FA/ SLOPE AREA TURF FIELD ELEVATION A FLAN VIEH ENLARGEMENT SC.ALE, 1/2" = l'-0" N ELEVATION A -EXISTIN6 BLOCK V'IALL I& POST AND CABLE FENCE SC.ALE, 1/2" = l'-0" 2 42 11 HIGH POST AND CABLE FENCING SEE ENLARGEMENT BELOV'i UNDER6ROUND SERVIC.E ALERT GALL: 811 TV'IO V'IORKING DAYS BEFORE YOU DIG FLAT EG.----+- HANDRAIL \ GL BEHIND (';\ -,.~---EG. \ HANDRAI~ \ ®1"-. 11 u l'O = .---. ~ 11 1, '--0 II [ 0 12" I I 'I I I I !> 12" 0 0 FLAN VIEH -CONCRETE RAMP SC.ALE, 1/4" = l'-0" 0 EG. MAX 4' O.C. ' SPAGING ' TYP. EG. . , 0 1·1 I j 0 0 5' LANDIN<5 /> 0 0 "---EXISTING TREE . EG. . 5 ~ ·1 ·1 @)~ ' FA . ' ' I , . ·1 ,--, l • /j)EG. 0 , . l c.,I 01 [ FA EXISTIN6 TREE FA 12" >r 12" • 0 0 _.,--EXISTING TREE TURF . ' I I ' • EG. MAX 4' O.G. SPAGING TYP. ' I 0 0 ] I I" I I I I_> 0 0 EG. !> 0 • r·> \ . ' ' 1> ~ ' I I L L, ' ' ' PA 1\ • --,> !\ 0 TURF D N I> 1\ ~-'52.11 FS L, [;. I I ---:::',-----ii--- N J) • FA GL 11 ' IL © _, • If\ I -<) " r-t"' ~ ELEVATION B-B -CONCRETE RAMP SC.ALE, 1/2" = I '-0" --------- SEE DI-D2 -- GL / " / GL \ \ f>'-0" INSIDE Of RAMP 30" TIE IN ::lO" TIE IN SECTION A -:lb" Hl5H RAMP HANDRAIL 5GALE: 111 = 11-0 11 CONCRETE RAMP R '-l N '\ 1.2" l"-0" \ I x 1 :! ~, ~ill --·• GROUP MDESIGN ~ J: • "' If\ X < J: () _, N 2 11 CLR. J. J. 1-:! .,. 1. lr·,._--7. -_J DI -HANDRAIL MID-CONDITION SECTION VIEV'i SC.ALE: I" = 11-0 11 5-1/:2" MAX. OUSTIDE OF RAMP .,. _J • \) IL . ~ I:! ' INSIDE Of RAMP D2 -HANDRAIL END CONDITION PLAN VIEH SC.ALE: 111 = 1'-0" (j) @ @ @ G) @ L.EeEND, 5" THIGK GONGRETE RAMP SLAB. GONTINUOUS EXPANSION JOINT. PER DETAIL 2, SHEET L-2.01. POURED IN PLAGE GONGRETE FOOTING HITH EXPOSED ED6E UP TO 24" RETAINING. 1-1/2" 5.T.D. P.G. (2" OD). 3/16" THIGK, STEEL PIPE, BOTTOM, MID AND TOP RAILS. HELD TO POST. 1-1/2" 5.T.D. P.G. (2" OD). 3/16" THIGK, STEEL PIPE RAIL. HELD TO POST AN HANDRAIL SUPPORT BRAGKET, CONTINUOUS. 1-1/2" 5.T.D. P.G. (2" OD), 3/16" THIGK, STEEL PIPE POSTS AT 4' MAX O.G. 5PAGIN6. EMBED MIN. 12" IN GONGRETE PAVIN6 / FOOTIN6. GORE DRILL OR PROVIDE 3" SGH. 40 PVG SLEEVE, SET 1/2" BELO!'< ADJAGENT FINISH SURFAGE. SEGURE HITH 5UPER POR-ROK OR APPROVED EGUAL, TO 1/2" BELOV'I ADJACENT FINISH SURFAGE. APPLY 1/2" BEAD OF "6UN GRADE" POLYMER SEALANT BY, PECOf<A, OR APPROVED EGUAL, TO TOP OF SUPER POR-ROK BAGKFILL (e,oo) 523-6510. GOVER SURFAGE Of HET SEALANT WITH SILIGA SAND. SEALANT GOLOR, TO MATGH ADJAGENT CONCRETE. INSTALL POSTS SPACED EVENLY ALON6 RAMP AS 5HOHN ON PLAN. 3/4" SGH 40 STEEL HANDRAIL BRAGKET (HELD TO POST), THREADED THROUGH POST, PROVIDE GONTINUOUS HELD. SUBGRADE PREPARATION AND COMPAGTION PER GEOTEGH REPORT. SEE 5PEGIFIGATION5. 114 REBAR o 12" O.C. EAGH HAY AT CENTER OF SLAB. 114 REBAR X LJo 12" O.G. TYP. (2) #5 REBAR T 4 B Cl 12" O.G. MAX. FINISH GRADE, SEE CIVIL ENGINEERS PLANS. ® @ ® ® (j) Q) NOTES, PROVIDE SGAL.ED SHOP DRAV'IING OF FE:NGE GONSTRIJGTION FOR GNB ENGINEER'S REVIE:H AND APPROVAL PRIOR TO FABRIGATION. SEE 5PEGIFIGATION5. FABRIGATION SHALL BE PER FIELD MEASUREMENTS VERIFIED BY THE CONTRAGTOR. HEl6HT OF HANDRAIL FROM FINISH SURFAGE OF TREAD TO TOP OF HANDRAIL SHALL BE MAX 36". AU STEEL AND FITTIN65 SHAU BE METALIZED AND ZING/EPOXY TNEMEG GOATED, BLAGK, PER SPEGS. SUBMIT SAMPLE OF POST AND RAIL FABRICATION TO 5HOV'I HELDS AND FINISH . SEE 5PEGIFIGATION5. BEVEL AU MEMBERS PRIOR TO HELDIN6. HELD 4 GRIND FLUSH. AU HELDS SHAU BE GONTINUOUS GROUND SMOOTH. AU METALIZED STEEL PIPE SHALL BE 5GH 40, UNLESS NOTED OTHERHISE. SEE GONSTRIJGTION PLANS FOR FENGE LOGATION. CONTRAGTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO GATE FABRICATION. AU GONGRETE TO BE TYPE IIN, MINIMUM GOMPRE551VE STRENGTH PER 5PEG5. MAX. HATER GEMENT RATIO (WG) TO BE 0.5. SEE GEOTECH REPORT. GONGRETE AND REINFORCING INFORMATION INDICATED HEREIN, ARE MINIMUMS AND ARE BASED ON INFORMATION GONTAINED IN THE PROJEGT 6EOTEGHNIGAL REPORT AVAILABLE AT THE TIME OF PREPARATION Of THESE DOGUMENTS. SEE CONSTRUCTION PLANS FOR LOCATIONS. P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T ECT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S EN S E N B A CH LICEN S E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION DETAILS L-2.11 24 P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 L NR I TCA T UU ET ACOF OLIF E D S S R S ETSIGE OM R RT LRA No. S2827 ATAF M U LOO RP SEOF ANISO I R A I E N G EE N FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR DIMENSIONS AND ANY AND ALL ITEMS RELATED TO ARCHITECTURAL, PRECAST ITEMS AND OTHER DISCIPLINES. 4 * INSTALLATION IS REQUIRED BY OlHERS. APROX. wr. 5JO Lbs. * A1J. EDGES TO BE EASED. (CUSTOl.l'.R TO omo.1D 1r (IV]1 6□CO u,,.) * MANUFACTURING TOLERANCE :NO'TE= FOR. R.ErE'RENCE ONLY * PRODUCT: ClkSIC WASTE CONT. (OR-CLSJ03rn·-HO\IER25', • QUANTTTY:_ + CONCRETE COLOR: __ * CONCRETE TEXTURE: ~~ * SEAi.Bi.: Slf,ND/,RD ·~LOSS SE/\L-R * LID COLOR:.~~ * LID MATERIAL: STEEL • STD. 2"D'A. ORA.If! HOLE • ST[, GJLJR & TD:nJRE OPllC•flS Auhiriia:I Signafuffl Dale ~ siq,ing. abc·,e or. '"'''F'ng this .drmring ",,pf'l'veC' er ro rneplroo tlen aulhawl ror ~ ""'" lo Quick C•ele le prod.,;, thi, dro,,;ng a, ,hown •ilfin a 1/4' Werone<. 26"1JIA. L..1 c:> COL..OFl!:S STANW!BD ~t,;~':;1_f~, 0 <;LA CK O r<C-L.: 0 O R,._~ 0 OU~C>UND'"' r, E'lFOOWN r, GFOC:C:N C, □LU C: 0 IVO R',- 30"DIA. W/\STE CONT. LID HOVER 25 W / . -SECURITY STEEL CABLE ~·---~_, & TAM?E~ PROOF BOLT , 21 GAL, PlASTIC (" ,. I, - l ~-..._ I INFR (QR ? ~f,) " -2"01/> .. DR/IJN HO_[ SECTION VIFW N.T.S. Q T Y TYPE (LIO HGV£R25) 26"D,D. ~ 12i,D. DO~[ LID SEWRITl CMILE 6: OOLT (:>OU>) 1' ;/4"rce X 1'"10lr. l .S 1/4""HI. <Ill. n ..C. L'IU LID PIAN VIFW ... ,,lf ~~~',, I I I I I I I---24 1/4''BOT. O.D. ______j _E_L_EVATION VIFW 31" Q~E'~mcor~ ,_~_~_• +---------------t.,.~-+a==-< (!.ISi) 737-6240 IIIOJlCI" CONSTRUCTION PlAN ~m --8/7/U "'"""" ~ -~ a.ASSIC WASlE CONT. (QR-CLS3031W.::HO"lER25} 1° • I' ~~ ~--WWW.QUIC~CRITl,COJ,j - l,EGEND, 21 eALLON CLASSIC Y'IASTE CONTAINER. V'I/ LID HOVER. 25 MODEL NO. G!R.-C.L550:3IV'I-HOVER.25, BY G!UIC.KC.R.ETE, G!C,P-C.OR.P. CONTACT, BRIAN eoTZ AT G!UICKCR.ETE, G!CP-COR.P (~51) 1:31-b240. INSTALL RECEPTACLE PER. MANUFACTURER'S RECOMMENDATIONS. SUR.FACE: MOUNT TR.ASH TO CONCRETE PAD. see CONSTRUCTION PLANS FOR. LOCATIONS. C-ONC-RETE TRASH REC.EFT AC-LE -::_;~7~~ii~f ~·., -, SC.ALE, 1/2" = l'-0" e,'-0" C.LR. SPACE FOR 2 BIKE PARKING 1 ,----r 1 I ~- I I cl I z I I~ I =~-~-,F o----"~:::::_-::==p I I 1~ -~~ L _ t-_MIN.~LR __ x:-~ --+---~ I I , .. PLA - I UNIT 2 BIKES SC.A E, 1/2" = I '-0" I --~-- C __ _ _J ------,.- 0--'---- -- - - - - - --".\\). 51 4t MIN. C.LR. +-..zel· _M_IN_._C._L_R_. __ _,._ Pl.AN - I UNIT, I BIKE m I SC.ALE, 1/2" = l'-0"__ ---------~I.- BIKE RACK •,.1'1'T 1 " 1 ELKA¥. SPECIFICATIONS MOUNTING INSTRUCTIONS and PLUMBING CONNECTIONS Provide solid, well-drained surface le mount pedestal fountain (concrete pad recommendeij)_ Mount on a smooth, 1Iat. finished surface w,th adequate support {300 lb. load minimum). Secure unit with (8) 318" minimum fasteners (not induded). Re.fer to rough-in. Should be atrached firmly to mcunting surface in order to secure unit. Modified low stream height bubbler for pet fountain. Locate and install plumbing through ground as required. NOTE: Unit is not furnished witll service valve. Position pedestal over plurrbing and secure base to fasteners. Remove access ?an els and conn set supply and .,.,ater lines. Tum on water supply and check for leaks. Reassemble access panels to pedestal. Trap and service stop not included . A Elkay Outdoor EZH2O Bottle Filling Station Bi-Level Pedestal with Pet Station Non-Filtered Non-Ref rigerated Model LK4420BF1 UDB FRONT & SIDE VIEWS 29" I 14- (37 I 9.•16" 1mm) ,:737mmi ' OPERATING PRESSURES: Supply water 20 -105 psi ma~lmum TOP VIEW 3" j (76rrnn) 010'' -(254mm) --64' @ 3J1 3-0'" l"r m: ~,i"--;iJ.L__J (1626mm) .. , ,, (20 mm) ' (111 [ - A = 3;a" 0.0. Un plated copper tube connect Shut off •1alve bv ethers. i ,, ul g,1 I483mmJ \..B H~: I"'--A 33-5.'16" ~ 847mm f"-4-112' DRAIN /16" mrr1 FICE GHT '27" (38mm) f6Brm: ' ADA R0CJUirernefit 010" (254mm) '• -= = I 11 l=N -••-,...-fHlc_c;-' 7\l IIII 11 I'll i' IIII II II =~~... I ,-,....,.:.:,-1 1= 1=1 fl) -~T091,1,{P - - • 11 111= = =111=111= =111=11 =111=111 11 111 1-11 1 ,,,111=111 111 II III II i rrt·;>"/ SEC.TION VIEW SC.ALE, 1/2" = 1'-0" \ I 1_11-_1111 • <(\ I I v,A TER/SEY'IER C,ONNEC, TIONS bl-2 //0 / / 18 ~--, ' ', ' ' ',11'' ii ' " " " -\L ~ ■■■■■■■■■■■■■■■■■■ Pl.AN VIEW -WATERWISE GARDEN y,1/SUMP SC.ALE, 1/4" = 1'-0" ll!'. ----~-:41------------------~ cl z l: B = Access panel(8' x 10''). • C = Removable bottom cover. AT RESTROOM BLDG. ----r--... I In !,BF.ping wiU, our policy of r,on/inl.'ing produd in.pmvs'l?e.~t. E/fray resen1e.s the righl to change p.'Dduct sper.ificfliions w,'!hoo! .oot:ca. Pl,m.se vis ii el.~ay.com ~r the mosr current vwsion of Elkay .oroduct specification sheets. TNs sp9c1fication describes an £/kay producr with design, quaMf, and f>."nclisma: beneMs to th9 i,s~r. Wl,11,1 ,m,kit.'!I !i ~umµmi,mr, of 011,.,, ;xoeiuc11rn' vff11,i11us, b11 u,r!>Jin O,&s!i fe;,{,.,es ~'" m;t u.·111/uvht1U. Elkay REY Oi'182019 LK4420BF1UDB 2222 Camden Court Oak Brook. IL 60523 '0 2019 Page 2 LK4420BF1 UDB_spec.pdf VALVE BOX SEC.TION SC.ALE, 1/2" = l'-0" SUMP SEC.TION SC.ALE, S/4" = /NO SUMP THIS LOGATIONJ 4'C,LF1. MIN. 1=1=1~1 ... ADA PEDESTAL DRINKING FOUNTAIN ~/ BOTTLE FILLER ~ PET FOUNTAIN ! ! j EG EG Sb" O.C. EG EG ------------------------------------------------------------------7 I I I I I I I I I I I 56" MIN. C.LR PAGE TYP. FROM TSIDE OF RAC. u PLAN SC.ALE, 1/2' L ______ _ t," t," 56" MIN. C.LR SPAC.E TYP. FRO UTSIDE OF RAC. I I I I ___________________ L ___ _ __________ L_ _ _______ _J 0 LEGEND, BIKE RAC.K, BY, FOl'MS+SIJf'FAGES. MODEL, TRIO BIKE RAc.K. FINl5H, POV<DERc.OAT, C.OLOR, ALUMINUM. C.ONTRAc.TOR !:>HALL UTILIZE STAINI.E!:>5 STEEL ANC.HOR5 AND BOLTS FOR INSTALLATION. C.ONTAC.T, (E!>OO) 451--0410. SEE C.ONSTRUC.TION PLAN FOR LOGATIONS AND NU"1BER OF UNITS PER C.ONFIGURATION. SURFACE MOUNT PER MANUFACTURER'S RECOMMENDATIONS. C.ONC.RETE PAVING PER DETAIL I, SHEET L-2.OL 5URFAC.E MOUNT V<ITH BASE PLATE, PER MANUFAC.TURER'S REC.OMMENDATIONS. BA5E PLATE IS PRE-MATCHED V<ITH RAC.K TO BE INSTALLED, KEEP PRE-MATC.HED 51:TS TOGETHER THROUGHOUT INSTALLATION. @ 5UBGRADE PREPARATION AND C.O"1PAGTION PER GEOTEc.H REPORT. 51:E SPEC.IFIC.ATIONS. PROVIDE l'-6" X '!" C.ONC.RETE KEY FOR ANCHORING LOGATIONS. IDENTIFY LOGATIONS OF KEYS FOR BIKE RAGK INSTALLATION. I I I , " ,{ =1 1- I I I 'I~ ~TH~IC.~KE=NE-D= 1-1 I 51:C.TION AT 1- z l: NOTE, C.ONTR.Ac.TOR TO FIELD VERIFY PROPOSED C.ONc.RETE PAD DIMENSIONS FOR RACK CONFIGURATIONS TO EN=IJRE REGUIRED C.LEAR SPAGE BETY'IEEN NUMBER OF RAGKS AND PATH OF TRAVEL IS PROVIDED AS DESIGNED. 5HOULD ANY DISCREPANCIES ARl5E , I 1-,-,-,111'::::'1 11 11 l=TT~7:~-, 111-111-1 1-1 1-1 1-1 SECTION -SURFAC.E MOUNT SC.ALE, I" = 1'-0" THE C.NB ENGINEER AND L.AND5c.APE AR.c.HITEC.T !:>HALL BE NOTIFIED IMMEDIATELY. ALL C.ONC.RETE TO BE TYPE IIN, MINIMUM C.OMPRESSIVE STRENGTH PER 5f'EC.IFIC.ATIONS. MAXIMUM i"IATER C.EMENT RATIO (WC.) TO BE 0.5. 51:E GEOTEc.H REPORT. C.ONC.RETE AND REINFOR.c.lNG INFORMATION INDIC.ATED HEREIN, ARE MINIMUMS ARE BA5ED ON INFORMATION C.ONTAINED IN THE PROJEC.T GEOTEC.HNIC.AL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THE5E DOC.UMENTS. / / / / / SEC.TION VIEW SC.ALE, 1/2" = l'-0" ,,,,,-CYC BUILDIN<S __/ b'-1" PLAN VIEW -TOTLOT (NO SUMP) SC.ALE, 1/4" = l'--0" I I I I I ' ' ...... / I ~ " I I ///~ I 'c,71 / >/ / ' / ' ' '~ . :, ,I) b'-b" EXISTIN<S -----YIIALKIN<S PATH Pl.AN VIEW -RESTROOM (NO SUMP) Pl.AN VIEH -PASSIVE DOG AREA c 5TH AVE. W SUMP SC.ALE, 1/4" = l'-0" SC.ALE, 1/4" = l'-0" ELKA"¥,, SPECIFICATIONS Elkay Outdoor EZH2O Bottle Filling Station Bi-Level Pedestal Non-Filtered Non-Refrigerated Model LK4420BF1 U MOUNTING INSTRUCTIONS and PLUMBING CONNECTIONS Pro,ide solid, well-drained surface to mount pcidestal founta'n (concrete pad recommended) with adequate support (J,)) lb. rod minimum). (6) 3!8' minimum 1asteners Inot included} s~ould be attached fim,ly to mountng surface in order to secure unit. (R.efer to rough-in diagram) Locate and install plumbing through ground as reqJi"ed. NOTE: Unit is not fumis~ed wi1h ser,,•ice valve Position pe:leslal over plumbing ~nC secure base to fasteners. Rem:ive access panels and connect supply and water lines. Turn on water supply and check for leaks. Re~ssemble acce,i,; pa~els to ped~s1al Trap and service stop not Included 010" 7 1254cmi r % 1-112" ORA 64" (38 IN © mm)" ,---+I (1626mm) ( OPERATING PRESSURES: Supply water 20 -1 05 psi maximum TOP VIEW 29" (737mm) (356mm) FRONT & SIDE VIEWS ~-:c:-·ns" 1 (73mm) 34-111 3" 7 (76mm', l .L6'' 14 (37 f~c (11 44" @ 18mm) ks 7l I (483mrr) ;,e l :s81m 33-5116" ,:1:147m11) 30" (762mm) 8"' □ (2<J3mm) '-'--~---+-~ 1/8' 2> (58 1=1 I ~A "27" 1686mm) FINISHED FLOOR j ~ • ADA Requirement A= 3/8" O.D. Un plated co,;nerlube conned. Shul off ·,alve b~ o:hera. B = Access panel(8' x 10"1. C = Removable b~llom cover. In kac>p.'ng ,,._;ti, our pol'cy of cont:"L'illg pro du.ct i.7,proV91n<S,,t. C:lkat· rnserees the righ' !o change pmd,.ct specifica1.ion wit~::,:;! notice. P,'easa vh!t &ikaycom for the most wr,e11/ versia., ofC/kay p.'Uduct specif;cati~.,, sheels. T"is specff;catiY1 d&sc1ites an Clkay prod,ic/ wi1.1, desiyll. oua/,'ty. and .'unctio!,al C>ene/i!s 1.::, the user. w,,o.7 ma,'<i,,g a compc•r1oo7 of o/hor p.-odu,;c,,-.s· off<.>ring5, bo co,1a•n //1<,'~o f,'<;!c•,v~ ,,,,,, r,otowdvol<oo· Elkay REV 07182019 LK4420BF1U 2222 Camden Cour1 Oak Brook. IL 60523 @2019 Page 2 LK4420BF1 U _sp0c.pc·1 2 ADA PEDESTAL DRINKING FOUNTAIN W BOTTLE FILLER ONLY UNDER.6R.OUND SER.VICE: .4i _=_ ' ALERT 11 ~, GALL lrr1rw I : "''"''T' 811 ~ . " -,_,--TWO V'lOR.KINe DAYS BEFORE YOU Die --·• R GROUP MDESIGN 0 (@ G) (@) @ @ @ (§) 0 @ @ ® @ (@ G) (@) LE6END, OUTDOOR EZH2O BOTTLE FILL.ING 5TATION Bl-LEVEL PEDE5TAL V<ITH PET 5TATION NON-FILTERED NON-REFRIGERATED, MODEL NO. LK4420BFIUD6 BY ELKAY (000) 4,6-4106. C.OLOR, EVER6REEN, FINl5H, 5TAINI.E55 5TEEL AND PO~AT. PEDE5TAL 5URFAGE MOUNT. 51:E C.ON5TRUC.TION PLAN5 AND eR.ADINe AND DRAINAeE PLAN5. AC.C.E55 DOOR V<ITH VANDAL. RE515TANT 5c.RE"5 PER "1ANUFAGTURER. MOUNTING PLATE V<ITH MOUNTING SOL.TS C.ENTERED UNDER FOUNDTAIN, PER MANUFAC.TURER. 4" PVC. 51:Y'IER LATERAL. V'IIBEDDING, 5LOPE TO 5UMF' AT 2% "1AX. 5EE C.ON5TR.Uc.TION PL.AN5 L-1.OI AND L-1.05, AND GRADING AND DRAINAGE PLANS C.-1.OI AND C.-1.02. C.ONC.RETE PAD, FOOTING AND REINFOR.c.EMENT A5 5HOv,N. (2) #4 REBAR EAGH i"IAY, TOP AND BOTTOM !" 5C.H. E!>O PVC. i"IATER LINE W '!0° 5V<EEP. C.ONNEC.T PER MANUFAC.TURER 5f'EC.5. BALL VALVE AND VAL.VE SOX. U5E 10" ROUND VAL.VE SOX PER C.ITY IRRIGATION 5TANDARD5 TO AL.L.Ov, ROOl-1 FOR C.ONNEC.TION5. PROVIDE 6" DEEP¾" v,ASHED GRAVEL BEL.OH BALL VALVE. PROVIDE I" C.LEAR PROVIDE FILTER FABRIC. OYER. DRAIN ROCK. ADJAC.ENT HARI:>5C.APE. 51:E DETAIL I, 5HEET L-2.OI AND C.ON5TRJJc.TION PLAN5 FOR TYPE AND LOC.ATION. ADJAC.ENT PLANTING AREA. 5EE C.ON5TRUC.TION PLAN5 L-I.OI-L-1.O5. SUBGRADE PREPARATION AND C.OMPAC.TION PER GEOTEC.H REPORT. 5EE 5f'EC.IFIC.ATION5. 5E:>"X4E!>" C.LEAR FLOOR 5PAGE FOR v,HEELC.HAIR AC.C.E>5IBILITY. FILTER. COLD JOINT, PER DETAIL I, 5HEET L-2.OL 5' DEEf' ROCK V<ELL DRAIN V<ITH 1"-1/2" DIA. DRAIN R.Oc.K FREE FROM FINES. ¾ORE LINES. SEE CONSTRUCTION PLANS AND DETAIL 2, SHEET L-2.01. C.HRl5TY V-I DRAIN SOX V<ITH FOE!>C. C.OYER.. LOC.ATE IN PLANTER OR TURF V<ITH TOP OF GRATE 12" BELOV< FINl5H GRADE. PROVIDE 4" SPACE BETHEEN DRAIN LINE AND DRAIN ROC.K. NOTES, PLAN VIEH AND 51:C.TION ARE DIAGRAMMATIC.. 51:E C.ONSTRUC.TION PLANS FOR LOC.ATION OF l/TILITIE5, i"IATER 5UPPLY LINE5, 51:Y'lER LINES, ETC.. IN5TAL.L PER "1ANUFAC.TURER.'5 REC.O"1"1ENDATION5 AND 5F'Ec.lFIC.ATION5 .. C.ONFIRM LOCATION AND ORIENTATION OF DRINKINB FOUNTAIN V<ITH ENGINEER PRIOR TO IN5TALL. C.ONTRAC.TOR !:>HALL FIELD VERIFY SUFFICIENT C.LEARANC.E5 FOR ADA PATH OF TRAVEL ARE F'ROVIDED PRIOR TO INSTALLATION. ALL C.ONc.RETE TO BE TYPE IIN, MINIMUl-1 C.O"1PRE55IVE 5TRENGTH PER SPEC.IFIC.ATIONS. MAXIMUM i"IATER CEMENT RATIO (W/e,) TO BE 0.5. SEE GEOTEC.H REPORT . 1-EeeND, OUTDOOR EZH2O BOTTLE FILLING STATION Bl-LEVEL PEDESTAL NON-FILTERED NON-REFRIGERATED. MODEL NO. LK4420BFIU BY ELKAY (E!>OO) 4"T6-4IO6. C.OLOR, EVERBREEN, FINl5H, STAINI.ES5 STEEL AND FOI-IDERC;OAT. PEDESTAL. 5URFAC.E MOUNT. 51:E C.ONSTRUC.TION PLANS AND eR.ADING AND DRAINAGE PLANS. AC.GESS DOOR V<ITH VANDAL. RESISTANT 5c.RE"5 PER MANUFAGTURER. MOUNTING PLATE V<ITH MOUNTING BOLTS C.ENTERED UNDER 'ADA ARM' PER MANUFAGTURER. CONNECT TO EXISTING DRAIN LINE AT BUILDING. CONCRETE PAD, FOOTING AND REINFOR.c.EMENT AS 5HOv,N. "4 REBAR AT 16" O.C.. EAc.H i"IAY, TOP AND BOTTOM. !" SC.H. 00 PVC. i"IATER LINE W '!O' SV<EEP. C.ONNEC.T PER MANUFAC.TURER SPEC.S AT BUILDING. BALL VALVE AND VALVE SOX. U5E 10" ROUND VALVE SOX PER C.ITY IRRIGATION STANDARDS TO AL.LOV< ROOM FOR C.ONNEC.TION5. PROVIDE 6" DEEP¾" i"IASHED GRAVEL BELOW BALL VALVE. PROVIDE I" C.LEAR. ADJAC.ENT HASTE REC.EPTAC.LE. SEE DETAIL 5, SHEET L-2.11. ADJACENT CONCRETE PAVING. SEE DETAIL I, 5HEET L-2.O1. ADJAC.ENT PLANTING AREA. SEE C.ONSTRUCTION PLANS. SUBGRADE PREPARATION AND C.OMPAC.TION PER GEOTEC.H REPORT. 51:E SPEc.lFIC.ATIONS. 56"X4E!>" C.LEAR FLOOR SPAGE FOR v,HEELC.HAIR AC.C.ESSIBILITY. FILTER. COLD JOINT, PER DETAIL 2, SHEET L-2.O1. NOTES, PLAN VIEv, AND 51:C.TION ARE DIAGRAMMATIC.. 51:E C.ONSTRUC.TION PLANS FOR LOC.ATION OF UTILITIES, i"IATER SUPPLY LINES, 51:V<ER LINES, ETC.. INSTALL PER MANUFAC.TURER'S REC.OMMENDATIONS AND SPEC.IFIC.ATIONS .. C.ONFIRM LOC.ATION AND ORIENTATION OF DRINKING FOUNTAIN V<ITH ENGINEER PRIOR TO INSTALL. C.ONTRAC.TOR !:>HALL FIELD VERIFY SUFFIC.IENT C.LEARANC.ES FOR ADA PATH OF TRAVEL ARE PROVIDED PRIOR TO INSTALLATION. ALL C.ONc.RETE TO BE TYPE IIN, MINIMUM C.OMPRESSIVE STRENGTH PER 5f'EC.IFIC.ATIONS. MAXIMUl-1 HATER C.EMENT RATIO (WC.) TO BE 0.5. SEE GEOTEC.H REPORT. UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT (INSERT ADDRESS) OR BY TELEPHONING (INSERT TELEPHONE NUMBER) SIGN TYPE B, ONLY AT POST LOCATION CLOSEST TO PARKING LOT ENTRY SIGN TYPE C ONLY AT POST LOCATION SHOWN ON PLAN ENLARGEMENT NO PA R K I N G CONSTRUCTION DETAILS L-2.12 25 SIGN TYPE B, ONLY AT THIS LOCATION L NR I TCA T UU ET ACOF OLIF ED S S R S ETSIGE OM R RT LRA No. S2827 ATAF M U LOO RP SEOF ANISO I R A I E N G EE N FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR DIMENSIONS AND ANY AND ALL ITEMS RELATED TO ARCHITECTURAL, PRECAST ITEMS AND OTHER DISCIPLINES.P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 11 i I PLAN YI EH 5GALE, 1/4" = 1'-0" I' 1 1 --------7 I I ---------<6 r---... I I I I I I I I N _________ J --a. 18>" DIA. MIN. • Ii .., cl SECTION YIEH 5GALE, ='/4"=I'-0" [J 11" KIN. (j) G) ® ~ L.EeEND, Slc5NA6E TYPE, ADA PAF1.KIN5 Slc5N (USED ON ALL ADA STALLS, INC.LUDIN5 YAN) C.AL TRANS STD. Slc5N "1<.'l'IC. ADA ADDITIONAL PAF1.KIN5 Slc5N PEF1. C.BC. I IB-502 .8> (INSTALLED I" BELOW ADA PAF1.KIN5 Slc5N) ADA YAN PAF1.KIN5 Slc5N (USED ONLY ON YAN ACCESSIBLE STALLS, INSTALLED I" BELOW ADA PAF1.KIN5 Slc5N! C.AL TRANS STD. Slc5N "1<.1-8>6 4"x4" EXTRUDED ALUMINUM POl'lDEFI. COATED POST WITH POST CAP. POST TO BE LOCATED AS SHOWN LANDSCAPE C.ONSTRUC.TION PLAN. FINISH 5RADE PER CIVIL EN5INEEF1.'S 5F1.ADIN5 PLANS. POURED IN PLACE C.ONCFI.ETE FOOTIN5 AS SHOWN. COKPAC.TED MOISTURE C,ONDITIONED SUB5F1.ADE PEF1. 5EOTEC.HNICAL F1.EPOF1.T. ADJACENT CONCRETE PAYIN5 PEF1. CONSTRUCTION PLAN AND DETAIL I, SHEET L-2.01. FABRICATED ALUMINUK PANEL WITH SILK SC.REEN 5F1.APHICS Slc5N. EACH PANEL SHALL INCLUDE (2) BOLTS 4 i'lASHEFI.S AND A MOUNTIN5 CHANNEL. MOUNT PANEL(S) ON ALUMINUM POST(S) AS SHOWN. ALL POST LOCATIONS (2 TOTAL) SHALL INCLUDE (I) Sl5N EACH OF TYPE A AND TYPE c;_ AT LOCATION CLOSEST TO THE PAF1.KIN5 LOT ENTRY, PFI.OYIDE (I) Slc5N TYPE B. AT ALL POST LOCATIONS, PROVIDE MINIMUK 1'--0" CLEARANCE FFI.OK FINISHED 5F1.ADE TO BOTTOM OF LOl'lEST Slc5N. SEE C.ONSTF1.UCTION PLAN L-I.0I FOR POST LOCATIONS. ,V." EXPANSION JOINT MATERIAL SUF1.F1.0UNDIN5 POST AT CONCRETE PAYIN5. PFI.OYIDE CORE DRILL IN CONCRETE PAYIN5 AND FOOTIN5 TWIC.E THE HIDTH OF THE POST, TO A MIN. DEPTH OF 18>" (i'llTHIN FOOTIN5). SECURE WITH SUPEF1. FOR-Fl.OK OR APPFI.OYED EQUAL TO½" BELOW ADJACENT FINISH SUFI.FACE. APPLY½" BEAD OF '5UN 5F1.ADE" POL YKEFI. SEALANT BY, PECORA, OR APPROVED EQUAL, TO TOP OF SUPEF1. FOR-ROI< BACKFILL. SEALANT C.OLOFI. TO MATCH ADJACENT CONCRETE. SLOPE Ai'lA Y FROM POST BASE TO DRAIN. NOJ;S, CONTFI.ACTOFI. TO STAKE PFI.OPOSED LOCATION OF Sl5N IN FIELD FOR FI.EYIEW AND APPFI.OYAL BY CNB EN5INEEF1. PF1.IOF1. TO INSTALLATION. CONTRACTOR TO PFI.OYIDE SCALED SHOF DF1.AHIN5S FOR REVIEW AND APPFI.OYAL BY CNB EN5INEEF1. PFI.IOR TO C.ONSTRUCTION. CONTRACTOR TO SUBMIT SAMPLE OF THE Slc5N FOR REVIEW AND APPFI.OYAL BY CNB EN5INEEF1. PF1.IOF1. TO FABFI.IC.ATION PEF1. SPECIFICATIONS. F1.Ec5ULATORY Slc5NS SHALL BE NO LESS THAN 11" BY 22" IN SIZE AS SHOHN, WITH LETTEF1.IN5 NOT LESS THAN I" IN HEl5HT. C.ONC.FI.ETE AND REINFOF1.c.lN5 INFORMATION INDICATED HEREIN, ARE MINIMUMS AND ARE BASED ON INFORMATION CONTAINED IN THE PROJECT 5EOTECHNICAL F1.EPOF1.T AVAILABLE AT THE TIME OF PFI.EPARATION OF THESE DOC.UKENTS. ALL CONCRETE TO BE TYPE IIN, MINIMUK COMPRESSIVE STF1.EN5TH PER SPEC.S. MAXIMUK HATER C.EKENT RATIO (WC.) TO BE O .5. SEE 5EOTECH F1.EPOF1.T. AC AB ACCESSIBLE PARKING SIGNAGE UNDERGROUND SERVICE ALERT GALL: 811 THO V'lORKING DAYS BEFORE YOU DIG ADA PICNIC, TABLE c·:·1cal 1ecm:m· cm.,;ee1l c<ILHL· CJ c,J'·"'-tl• ,; ,~~""' n -,.,.,,,",,,., o c·,1>·, c m,;•.o,· n .,,,,-, 0 .cs~·r,,rc C .c;o:1,.~ () L<m CJ >,•,:•, (;F.~CR.' 'RQr.l .. CT ")"'ES· Delo [;;,-,,...,_,., ..... ,, .. ~,,,~,,,·" ··-"''"""; '"'"'" •~• ,c W " ,·a., n, .... ,., •C., -ln• • F • w.~, C -,Y.f'.JS>.U FNISHED su•F;c,i,: ;,o::e.,. cc,,,cam 1tcnu.,1,:,r, IS!lfllUl'EC ,\' •CltlEF.S r,E """" ''-""""' ',:,coe ""''" AIL FDSFS TO RF "'SH• CHSLF1 hC•CF-~-COOP iarr r/AHJ"::7J, "tJl'UP,'-.C-CE t" ~ '. S\'&<S CU,\P,\•TEE (j) ·'"'• '"'" ""])!.)\ ,~c•w-r,7 SIDE ELEVATION VIEW ,,. ~------mil ------ ELEVATION VIEW I PLAN VIEW OETAIL ""A'" ,m r£>e• "·· QCO CONSTRUCTION PL,\~I l!'.'.' CCK~~.;;~~2PT_ AX O-LBT02PTADA I PICNIC TABLE I LBT ADA 11,· = 1' Wlll'l.qqi-corp.com X L,EeEND, C.ONC.RETE PICNIC. TABLE. MODEL#, G!-LBT-'16PT AND G!-tml02PT;E~BY G!UICKG~1 GGP-COFI.P. COLOR, C--I '11.RA . 11::XTUFI.E, T-5 (SAl'oTA FE SANDBLAST). SEA EFI., ANT-5F1.AFFITI C,OATIN5, CONTACT, CYNTHrA CHAVEZ AT QUICKCFI.ETE, QCP-CORP ("151) 151-6240. EXT. 221 SUFI.FACE KOUNT TABLE TO C.ONCRETE AMENITY PAD PEF1. KANUFACTUREFl.'S F1.EC,OMMENDATIONS AND SPECIFICATIONS. SEE CONSTRUC.TION PLANS FOR LOCATION OF STANDARD AND ADA PADS. STANDARD PICNIC, TABLE UUANIIIY WEIC·ff: 27~7 t,s CU>JUU LCOlvl{ ""'"" (, >WCM'.' ·=· "'""' ·.>11r: ,J ,,:,:-,u[ U ~,, () cr.;o:x.e :;C"IEFsi,L PR80lGT f.JfCO: curm{LI -[UIUl<L' u cc,rw,.,,;:ro Ci"""' E • HPOSED Fl~ISHSJ SUR0>CE NSlrl.lATI<:N C 'ia::iC•IREO 6" QT aERS •',II ,o,,esmse,;,sc·: ',\;,J,Uf !.Cll/~NG Vi .ER•f. : 0 , l.'4', ,rs.•.SLSC A:•,SSS OOMF .1'1<" '""'"'""' irS:0'1'.& f/YLCN F □:ss I I l,•~•C'"""""'~ ,,s,s,, ''"""""'"'l''"°'( "'"°"''° •,;n"'"""·"'"'·•••••'S•'·"·•· ,,.., """·'· •• , I I PLAN VIEW -• It;;:;:=·· ::::::;:;:t-'" -•- -... J'' ~,;~· ,'' ~==;'=:;:=~•::;::::. ~= \\-• 1 \ ji ··T·· L • ·u I I 5IOE ELEVATION VIEW ' -__ iL 'l 'I" 1 ■ PLAN YIEH 5GALE, I" = 10'-0" ELEVATION VIEW I I I I 111---, '· ! • -() \. ' I STANDARD AND ADA CONCRETE PICNIC TABLE . -r,,. I-ill-I ~~ I I_ 11 12" DIA. MIN. 12" DIA. MIN. STD ADA SECTION -BBQ ON PAD @ TOT LOT SC-ALE: 111 = 11-0 11 SECTION-A -66G AT HALL@ RETENTION HALL SC.ALE: 111 = 11-0 11 LE6END, STEEL SUPER DUTY' PEDESTAL BBQ. MODEL # SD-400, BY WINSTON MCKEE (510) 421-5014. INSTALL PER MANUFACTUF1.EF1.'S REc;oMKENDATIONS AND SPECIFICATIONS. NOTE, FOR REFERENCE ONLY EXISTIN5 HALL TO REMAIN. PROTEC.T IN PLACE. POURED IN PLACE CONCRETE BAND, PER CONSTRUCTION PLANS AND DETAIL I AND 4, SHEET L-2.01. SUB5RADE PREPARATION AND C.OMPACTION PER 5EOTECH F1.EPOF1.T. SEE SPECIFICATIONS. EXISTIN5 FOOTIN5 TO FI.EKAIN. PROTECT IN PLACE. POURED IN PLACE CONCRETE FOOTIN5. EMBED BBQ POST IN CORE DRILL OF FOOTIN5. ,V." EXPANSION JOINT MATERIAL SUF1.F1.0UNDIN5 POST AT CONCRETE PAYIN5. PROVIDE CORE DRILL IN CONCRETE PAYIN5 AND FOOTIN5 TWICE THE WIDTH OF THE POST, TO A KIN. DEPTH OF 18>" (WITHIN FOOTIN5). SECURE WITH SUPER POF1.--F1.0K OR APPROVED EQUAL TO½" BELOW ADJACENT FINISH SUFI.FACE. APPLY½" BEAD OF "5UN 5F1.ADE" POL YMEF1. SEALANT BY, f'EGOF1.A, OR APPROVED EGUAL, TO TOP OF SUPEF1. POFI.-ROK BACKFILL. SEALANT COLOR TO MATCH ADJACENT CONCRETE. SLOPE Ai'lAY FROM POST BASE TO DRAIN. ADJAC.ENT HARD¾APE. SEE CONSTFI.UC.TION PLAN. COLD JOINT. SEE DETAIL 2, SHEET L-2.01. EXISTIN5 SLOPE LANDSCAPE AREA. PROTECT IN PLACE. SEE PLANTIN5 PLANS. NOTES, INSTALL BAFI.BEQUE PER MANUFACTUF1.EF1.S RECOMMENDATIONS AND SPECIFICATIONS PER STANDARD EMBEDDED POST SPEC.IFICATION. CONTRACTOR TO FIELD STAKE PFI.OPoSED BAFI.BEGUE RELOCATION FOR CNB EN5INEER REVIEW AND APPFI.OYAL PFI.IOR TO C.ONSTRUCTION. ALL C,ONCFI.ETE TO BE TYPE IIN, MINIMUK COMPRESSIVE STF1.EN5TH PER SPECS. MAXIMUM HATER C.EMENT RATIO (We;) TO BE 0.5. SEE 5EOTECH REPORT. 4 PEDESTAL BAR.BEQUE (SINGLE) SUPER DUTY BBQ SD-400 w.~L'.S e.B-c>N 112 llll~<SILLLPLAI. All. SR LLS A<.E LASE<. cu- 0·,rn 4,J[,SC INCi 1[0 Dr CCO~I\( OL'RrAC[ R MDESIGN GROUP STAN OARD EMBEDDED PW i INSTALLA flON 8 IANOARD !;'M8EP[tED POST IN~;rnLl-"IION 2 6" i' PLAN YIEH -6ENC.H ON PAD SC.ALE, 6" = l'-0" * INSTAUAllON IS REQUIRED BY OTHERS. (j) @ IJ APROX. INT. 1 i:s 7' be; L.E<SEND, 'PA~DENA CONCRETE BENCH', MODEL #, GI-PA~, COLOFI., C-I TUFI.ALJ. TEXTURE, T-5 (SANTE FE SANDBLAST, BY, IC,KC,F1.E1'!:, GGP--COFI.P. SEALEF1.,ANTl-5RAFFIT C.OATIN5, C,ONTACT, CYNTHIA CHAVEZ AT QUICKCRETE, GGP-COFI.P ("151) 151-6240. EXT. 221 SUFI.FACE MOUNT BENC.H TO CONCRETE AMENITY PAD PER MANUFACTURER'S F1.EC.OMMENDATIONS AND SPEc;IFICATIONS. SEE C.ONSTF1.UCTION PLANS L-I.0I AND L-1.02. C,ONCFI.ETE MOH CUFI.B, WHERE OCCURS PER CONSTF1.UCTION PLANS AND DETAIL 5, SHEET L-2.01. * ALL EDGES TO B.E EASED. ' MANUFACTURING TOLERANCE ± 1/-4'. NOTE: FOR REFERENCE I~~ ly fTI.(111) IF l¥ffi H8(1 L>-1.) * PRODUCT, P.'.S,lfill·i.'. [)Un I (C,1-PA.'.;-34';;"1 * QUANTIIT._ • CONCRETECOLOR:_ * CONCRETE TEXTURE: _ * SEALER: STD ,:;wss S[U'i • ';;TD, CU LI~ & ILXIUI•: •~·FIIOt,~ ,,. ______ _ 74 1/l" R75 5/16" --~ ~_,____ . < J~~ULJ[oDOD~( I - FRONT ELEVATION VIFW CONCRETE BENCH Auhirized Signaklre . Dgt,, ~-~J11ine ub,, "· ,l,nifl'·' llli, uu.11.g 'n:rno,,,O" er "m ""'"'°"' loi,n JJthcn,alion is 11·;,n to G,d Grete l,o I""'•"" 11,i, ,1,,,;.,J as ,!i._..,11 •ihiri u 1,/4" •,~ro1ce. *NOTE· C,UICK CREE RECO',l\ta.DS u::1N(; l•,UHbl','~ 10 :,N,]IDII Ill[ su:cH -◊ -~ c:~rn~E FClCT NG. /1 -24"--....j SIDE VIEW DOG BAG DISPENSER LEGEND, 1--I)_ Ill 1--<( () Ill --l I)_ () I)'. • I)_ JJJ 'I" -> _I -C) lf1 i SECTION 5GALE, 1/2" = l'-0" trJttmt1 --I• P,d:ing Up >LEASE DO YOUI fART TO HE<P ~EEPOV• [0MMVN'1Y~AN PET ~ASTE STATION (j) @ G) ® @ G) D05 BA5 DISPENSE"'-, BY, D06\5IE HALK BA5S. C,OLOFI. TO BE 'KAFI.L.IN BLUE' MODEL II005-CLASSIC--el.U. DISPENSER TO BE SEC.UFI.ED WITH MASTER COKBINATION LOCK, MODEL #001 BY MANUFACTUF1.EF1.. 2"X2" X 1' 5ALYANIZED STEEL POSTS. CUT POSTS TO SIZE TO ALLOW 12" OYEFI.L.AP BETl'lEEN POSTS. ATTAC.H WITH (2) SETS OF \'.:;~ YtiN= W,-~~~~~ td'cfi.1~~TS,F~J'~~AL.fiiT SET BELOW CONCRETE PAYIN5. OVERLAP BASE POST WITH SECOND POST BY A MINIMUM OF 12", ATTACH HITH (2) SETS OF 5ALYANIZED BOLTS, i'lASHEFI.S AND NUTS. ALUMINUK PET 'ON LEASH' Sl5N BY, DOelPOT. MODEL# 1205. CONTACTk~0):564-161>I. ATTAC.H TO POST WITH (2) SETS OF 5ALYANI BOLTS, i'lASHEFI.S, 4 NUTS. POURED IN PLACE CONCRETE FOOTIN5 AS SHOWN. ,V." EXPANSION JOINT MATERIAL SUF1.F1.0UNDIN5 POST AT CONCRETE PAYIN5. PFI.OYIDE CORE DRILL IN C,ONC.FI.ETE PAYIN5 SECTION AND FOOTIN5 SECTION, TWICE THE WIDTH OF THE POST, TO A MIN. DEPTH OF 18>", SECURE WITH SUPEF1. POF1.--F1.0K OR APPFI.OYED EQUAL TO½" BELOW ADJACENT FINISH SUFI.FACE. APPLY½" BEAD OF "5UN 5F1.ADE" POL YMEFI. SEALANT BY, PECOF1.A, OR APPF1.0YED EG!UAL, TO TOP OF SUPEF1. POF1.--F1.0K BACKFILL. SEALANT COLOR TO KATCH ADJACENT CONCRETE. SLOPE Ai'lAY FROM POST BASE TO DRAIN. SUB5F1.ADE PFI.EPARATION AN COKPACTION PER 5EOTECH REPORT. SEE SPEc;IFICATIONS. CONCRETE PAYIN5 PER DETAIL I, SEE SHEET L-2.0I GENERAL NOTES, DISPENSER OPENIN5 TO BE KOUNTED AT 41>" OR LESS FROM FINISHED SUFI.FACE/ 5RADE PER ADA F1.EQUIF1.EMENTS FOR FOFl.i'lAFI.D Fl.EACH. SEE CONSTRUCTION PLAN FOR LOCATION. ALL CONCRETE TO BE TYPE IIN, MINIMUM COMPRESSIVE STF1.EN5TH PER SPECIFICATIONS. MAXIMUM HATER CEMENT RATIO (We;) TO BE 03. SEE 5EOTECH F1.EPOF1.T. P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION DETAILS L-2.13 26 L NR I TCA T UU ET ACOF OLIF ED S S R S ETSIGE OM R RT LRA No. S2827 ATAF M U LOO RP SEOF ANISO I R A I E N G EE N FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR DIMENSIONS AND ANY AND ALL ITEMS RELATED TO ARCHITECTURAL, PRECAST ITEMS AND OTHER DISCIPLINES. () I N 2•-e,11. PLANVIEV'l -C.ONDITION #I SC.ALE, b" = 1 '-0" r PLANVIEV'l -C.ONDITION #:3 SC.ALE, b" = I '-0" -Ir 1 . 2'-.1011 • PLANVIEV'l -C.ONDITION #2 SC.ALE, b" = 1'-0" l,.E6END, f I -() _, N CONCRETE 5RAD!: SEAM. 5EE 5HEET 1..-2.05. 1..-2.04. 1..-2.05 FOR L.OC-ATION5. 42" Hl5H n!61.JL.AR 5TEEL. FENCE AT FIEL.D PERIMETER. 5EE DETAIL. I. 5HEET L.-2Ib. GlUIC-K C-OUPL.ER VAL.VE BOX. 5EE IRRIGATION PL.AN5. 5YNTHETIC-TURF FIEL.D. 5EE 5YNTHETIC-TURF PL.AN5. VEHIC-UL.AR PAVIN5. 5EE C-ON5TRUC-TION PL.AN AND DETAIL. I. 5HEET 1..-2.01. NOTE5, AL.I.. CONCRETE TO SE TYPE IIN. MINIMUM C-OMPRE55IVE 5TREN5TH PER 5PEC-IFIC-ATION5. MAXIMUM Y'IATER CEMENT RATIO (WC) TO BE 0.5. 5EE GEOTEC-H REPORT. 2 QUICK COUPLER AT TURF FIELD :3" C.LR. ·t. C I • / I C I I ,. I I I ,, I 5LOF'E -~ r-§___,,,__PER=F'LAN5-C._I_V_IL-+---~--f <l:,' _111 W:1 I 1-:-1 u 11 11I11111 I 1!i3~~~I 11 I I I I I I I I I I I 1t'I Ml 3 ~ i i 1rr:e::,,::c;-. ~w _ ~-11 I I I I I I I I I I 1ffi~ I 1=- -EQ.-111 111=- • I ' • SECTION -GURB AT BUILDING 5GALE, 5" = I '-0" PLAN VIEJ,,I LEeeNP, (D 'I" Y'llDE. POURED-IN-PL.ACE. NATURAL. 5RAY. MEDIUM BROOM FINl5H CONCRETE CURB W ~" TOOL.ED RADIU5 AT AL.I.. C-ORNER5 AND EDGE5. 5ET.A5AIN5T BUIL.DIN5 Y'IAL.L.. @ #5 REBAR. C-ONTINUOU5 TOP. BOTTOM. AND MIDDI..E. ® FINl5HED 5RADE. 5EE CIVIL. ENGINEER'5 PL.AN5. @ COMPACTED. MOl5TURE CONDITIONED 5UB5RADE PER 6EOTEC-H REPORT. ® ADJACENT CONCRETE PAVIN5 OR HARD5C-APE. 5EE C-ON5TRUC-TION Pl.AN FOR TYPE AND 1..0C-ATION. @ EXl5TIN5 Y'lOOD FRAMED 5TUC-C-O FINl5H BUil.DiNG HIN5 Y'IAL.L. TO REMAIN. PROTECT IN Pl.ACE. PROVIDE 5HORIN5 A5 REGlUIRED. G) C-ONTINUOU5 C-01..D JOINT. 5EE DET All. 2. 5HEET 1..-2.01. ® #4 X [ o lb" O.C-. NOTES, SC.ALE, I" = 10'-0" ® CONTRACTOR TO PROVIDE b'Xb' CONCRETE MOC-KUP OF CURB Y'llTH C-ONTINUOU5 C-01..D JOINT FOR C-NB EN5INEER REVIEH AND APFROVAL. PRIOR TO C-ON5TRUC-TION. ® CONTRACTOR TO PROVIDE 5C-ORE JOINT5 AT 5' O.C-. 5PACIN5. 5EE DETAIL. 2. THl5 5HEET FOR CONCRETE JOINT5. @ AL.I.. CONCRETE TO SE 5EAL.ED Y'llTH 5I1..0XANE "6 CONCENTRATE CONCRETE 5EAL.ER. PROVIDED BY MIKE DAVl5 OF INNOVATIVE CONCRETE PRODIJCT5 AND MARKETIN5, INC,. CONTACT, ('14'1) 4'18-1011. @ AL.I.. CONCRETE TO SE TYPE IIN. MINIMUM C-OMPRE55IVE 5TREN5TH PER 5PEC-5. MAXIMUM Y'lATER CEMENT RATIO (WC,) TO SE 0.5. 5EE 5EOTEC-H REPORT. ® CONCRETE AND REINFORC-IN5 INFORMATION INDICATED HEREIN. ARE MINIMUM5 ARE BA5ED ON INFORMATION CONTAINED IN THE PROJECT 5EOTEC-HNIC-AL. REPORT AVAIL.ABL.E AT THE TIME OF PREPARATION OF THE5E DOC-UMENT5. ® CONTRACTOR TO PROTECT EXl5TIN5 BUII..DIN5 Y'llN5 Y'IAl..l.. FOOTIN5 DURING AL.I.. EXCAVATION AND IN5TAL.L.ATION OF NEH CONCRETE. ~II CONCRETE CURB AT BUILDING V'!ALL UNDER.cSROUND 5ERVIC.E ALERT GALL: 811 TV'lO V'lORKINS DAYS BEFORE YOU DIS ',FTe.s,/ S Pl-ANS , Ei.-E'iG. d' !..I6iHT t:I/T cJrc' ------------ f-1?,lNT ~TgJ2.J4<-- T7 XElf-1;.'? & 11 SSl.oN ·G.L.s,. q,g~ l=t-~r.....jc.At~ l"!'-AWI ['l<,<;,, ,Yf'. ci.\ -:i 6:t:::_ /;:-:;--j:h,rit==--;-f:=:j~ / -/ ~ - r---/ ""'-,< .'i"':, I I I I I I I /! ,I ~-~-i=~:====i====:c;~= PLAN VIEJ,,I -RESTROOM BUILDIN<S D SC.ALE,N.T.5. ~ ? !:_[ t~ l ' I ' fa)-'ll-16 f,,1A Tlif-J N--P!C"- ~i'E:P--l ~ SLE:VAT1Cr--l0i(~ ~Lolv) ~ ~p~s;.. v r""--,i-, l"AFTeF-"' 9'> 1' 4 ,;; r:;i;:q.' a <'---eu vM u, ,vr. -- SEC.TION El-El -RESTROOM BUILDIN<S SC.ALE, N.T.S. \ j FRONT ELEVATION -RESTROOM BUILDIN<S SC.ALE,N.T.S. I i----- <-- r.::r RESTROOM BUILDING --·• R GROUP MDESIGN 61.-& l • • - 2018 GREENBOOK 5PEC-IFIC-ATION5, FOR REFERENCE ONL.Y rroul!. . . . .......,.. ·1. ,11,L 'w'ooc COflSTRUCTION ~ 1.HF£JRH BUIDJNG CODE, 1CliM ,.,, 2:5. _ 2. IUJ.·STRW'JOR,N. l-lit'HR SIIM.L 11£· l)OIJGl.~IFIR, IJlilSS NOTIDOTHER'lt'l:SE, • • MID CONFDR!:-1 TO TH£ GRAD~ ~ OF TI:£ 'wts~ woo PROOUCTS IISSOClATIDNI. REFER ro· AACl-lltEC-TlMAL ORlll'l''WS FOR AOOITllNAL loPPEAA/ll'!CI: ~m-,mrs . A) 2X Llt&R ~ ............. ,.,,., ..... .,,.. ................. ~--tEijii.DE. •i ,,.. •·~E ,· !'" ;8J .4:( w~ .............. r-••······••-■•nn•nnn➔·•-~1"111.:1 ·~, C) 16X OCM-1$ l.lQGERS AND J'mTS ........ Gl:i:AD~ • I PJ . SLl PLATES (P.T .Dl'J .,,,, .... .tOIISl' OR6IT1H:i'! E)' Bt.OCl(lffl' .... ., ................... u,,. ....... ,s·m ~ s·ETfIR r} OCO:ffi ..................... .GR 1,DE •2 (fb • 1450 l"V G)> TFl:ELLJS. .................. u ,., ............ , ........... ,. ..... GR~ •2,., !';O,H.C~(Al,l OTHERS 'r,"LL B~ R£J(CTED) _ . . IIOfE: All D:POS(ll 'i'OOQ (aoTH INiERIOll: AND ~TEROOR) SH ~Ll h,l.\iE RES 1(-.,i JOO\JIFlE Qlrl NO!t-CONC£ALEf> SURI' ~S. 3, All. .SHEATH'IMJ SHIILL BE $1 IIMPEP e'I' THE IIHERICAt, Pl'l'YIJOll i,$SOCllr TION (N"AJ ;,l!IO SHM:l C(iN;rnH TO THE IJ.S. pROtil:/CT STi'J'IDi\RD (PS 1) Y1TH OOERMIR (lllJ!;. :COMPOSITE OF! NON•I/UIEERW PANELS : WMl'!,ll' VlrH li"'-TIONAL RESEARC!l aciA!<i> R£POR.T ~~109. Sl.lllfl.OOR AD!ESM::: flf'A SP[CIFJ(;ATIOCI Afo-.01 . INST'-1.l l'I.Y'w® A!iD NOrt>-vE:r,'EER60 f',i'il'IELS f'(R APA CONSTRIJC'l'ION GUii:IE, LAicsr EDJTION. st& Sl'WCT~ol;L _F-RAM.ING P:1.,AHS·fOR :nl~$ Ai-ID 'T'IPE Of f'lOOR AND ROOF SHEAiMNll . &E SJjr;i,R y;,u. NottS FOR SIZE AND TVl"ttll' 'll'fU ~AiHr.l~. , . 4. tlllll.U'IG Of HOR.ll1llfr'AL AIU! \lt:Rf!CM. DIAR~AGMS SH/\~L OC rtSPt:C,ED AHi> APPfflMD 13Y '\'Ill". lrullDJND 00? AA!MDIT-'l'RIQR Tl:l CO'ilERING. . . S. ,ALL t!AI.S USED .IN TIMBER-N-TIMBER CtH-ECTIDNS SHM.I!. BE m1MON I-IOT c,.jp OALYAAIZEO-NAILS· N«> :Nll!ll!IS S!tlil CONFOOt-:1 TOI THE N'!'LICAlll.E BULO flO OOL>E. Ai.L NA 11..S CtlNllECT!ll('l-FW-MAHUf ACTUl<ED !MET AL ll:EHS (CONl-il:CTCRS~ HNIGEJ!:S·, STRAPS, ETC,) TQ 'tiMl!ER SHAU. CO.Nfom-1 TO 'THE HM1lJFAClUFE:R'S t"'t:AtOGiJt A$ APl'I.ICABlf 1"8.C,O. Rf:.PCf!TS. . , _ G. \dlrRE WOO!> '~ IN COITTACT VITH CONCRCTE OR MASONRY, ;LISE PlreSSU!!~ TREAT ID OOJ/GlN:1 flR~SHEET MD At CONNECTORS. • • c· ,. .II['"" ·•-, ~ n:s· '"'-'!CH BEAA il8'1!NST 1'1'l£ F-Aa. ·OF WOOD HEM-7. 111.L BOL , .,..,.., ....., uu ,. "n _ _ _ . B£RS st!Al.1 i!IE l'ROV®~() '1/'rrtl 'l't.5HERS . . . e. HOL~· !IN St"1c.Tlllt/\L ~ FOR PIPES !,ND· CONDUl'fi:l .SHALl COHPl,,Y "iiITli THE BIJIJllNG OIDE I.ND ftt~•f'i'PICA!.. DE.TALS (IN TIHS:SHE'El. 9 -f 111X NAI. r,ro .PSI'.~ 8UILT~\lP 8.AMS YliH 16d "'T !,'" 0/C AT ;a,, ,~NI) BOtflilH fACE HA IL MEM!l[RS Of TiiRtt At@ fOO~ PIE.CE BUll. T -\JP BE AMS \¥"Im 1~ Ill l~-0/C .i.1 TO? ·IH> EICTTIIM ·ro AL TERl'IA.TE SIDES ·(lf' oom .. :~ROVIIOE ,i\OOfIION-AL RO'!!' OF' Nilli.NO l,T 1i1..L BEAMS OR!,"'i •R iHMI 12" :DEEP.. , 10. PREDRILIL 111.!L HOtE"S f!lR-200 AND LAIMR· N/l'ltS, SPt:ES AliO. I.AO l'!OlfS. LEAD HOLES fOR tAGS-SHAI.L BE t.S f'OLl.m-lS : . f,) SHANK f>Oll;TIOl'I -S ~KE OIAMElER ~ID .tilf1Hlil /\S SHAM:(. . 0) 1'HAE II.DEC> PORTl!JN -60 TO '75% (IF THE DI AM!iltR ,DF THR£J\C> Hl[I S.AME L.£N01):I ~ ti,i~AD. . 11 .MICRO.ii.AN llili'!l-1$ SHl'J.L BE ffllSTRUCTm, 6/STl\l,LED AlilD MANUfliCTURE[) PER SP£elrlClilmG Of iRUSJOISi ~flON MIi 1.c.e:e. Rf;fQRT "NER- 12&. M PR□Pal!l<S nr HJCl!OO'LH-1 W:Herrns SHALL er: [ "'2:.000,00□ PSil, Fb ~ 2°,000 PSI, ry = 2135 ,psi. 12. AlL PREMAMJFACTIMO l:101\l tm1S («m!ll!CTORS, ti.iltro!:~S·, STRAl'S, ETCJ $HAl.l BE j,!OT DP GALVltlilZm. l.rlD Mil.lruf A.CruRD> .SY SIHf':S°" SiROl'ICi TiE COMPi!,lN, INC .. OR TWll'l Slm QO., we. £1.N.O. SEE Htl'IE 5, ,',Wl:i:: 'COl'ICERN:mlG NAILING. ~ r 'TF!el--<SS.J Pl"~ Fi',A/,1 ING P -ANG ,cc· d~ld!d\dlccfbcfl.c.P--cIL..jLJJ....I,....P::-":='....Jl_ ~-!-'-·--· -·· ----··---· SIDE ELEVATION -RESTROOM BUILDIN<S SC.ALE, N.T.S. <D G) ® ® LE6END, EXl5TIN5 RE5TROOM BUII..DIN5 MA50NRY TO REMAIN. PROTECT-IN-PL.ACE. PREPARE AND C-1..EAN AL.I.. EXTERIOR 4 INTERIOR 5URFAC-E5 FOR APPJ.IC-ATION OF NEW 5RAFFITI C-OATIN5. AL.I.. 5URFACE5 TO RECEIVE 555-10 CL.EAR FINl5H C-OATIN5. CITY TO REVIEW AND APPROVE PRIOR TO C-ON5TRUC-TION . EXl5TIN5 Y'lAL.1.. MOUNTED EXTERIOR AND INTERIOR L.I5HT FIXTURE AND HOU5IN5. REMOVE. Dl5P05E OF AND REPL.AC-E PER DEMOI..ITION AND EL.EC-TRIC-AL. PL.AN5. APPROXIMATE L.OC-ATION 5HOY'lN HERE FOR REFERENCE ON!. Y. EXl5TIN5 C-ONTINUOU5 5-l/8"XI5" 51..B SEAM BEL.OH ROOF AND 5-l/e"XI5" 51..B SEAM SE!.OW RAFTER5 TO REMAIN. PROTECT IN PL.ACE. REMOVE AND RE5TORE OR REPL.AC-E ANY AND AL.I.. EXl5TIN5 DRY ROT. 5IZE. 5HAPE AND FINl5H TO MATCH EXl5TIN5 MEMBER5. THOROU5HL.Y 5AND / FINISH AL.I.. MEMBERS UNIFORM!."!'. STAIN/ PAINT AL.I.. MEMBERS TO MATCH EXl5TIN5 / CITY 5TANDARD C-OL.OR5. 501..ID COL.OR 5TAIN BY, OJ. "T'MPIC-. MEMSER5 5HAL.L. RECEIVE 2 PRIMER C-OAT5 AND 2 EXTERIOR C-OAT5. CITY TO REVIEY'l AND APFROVE C-Ol..OR5 PRIOR TO C-ON5TRUC-TION. EXl5TIN5 4"Xl2" RAFTER5 TO REMAIN. PROTECT IN PL.ACE. REMOVE AND RE5TORE OR REPL.AC-E ANY AND AL.I.. EXI5TING DRY ROT. 5IZE. 5HAPE AND FINISH TO MATCH EXISTIN5 MEMBERS. THOROU5HL.Y 5AND / FINISH AL.I.. MEMSER5 UNIFORMI..Y. 5TAIN / PAINT AL.I.. MEMBER5 TO MATCH EXl5TIN5 / CITY 5TANDARD C-Ol..OR5. 501..ID COL.OR 5TAIN BY, 01.."T'MPIC,. MEMSER5 5HAL.L. RECEIVE 2 PRIMER C-OAT5 AND 2 EXTERIOR C-OAT5. CITY TO REVIEY'l AND APFROVE C-Ol..OR5 PRIOR TO C-ON5TRUC-TION. EXl5TIN5 4'Xb" TREL.1..I5 MEMBER TO BE REPJ.AC-ED. REMOVE AND REPJ.AC-E HITH DOU51..A5 FIR, NO. I, RE-5AY'lN 4"Xb" L.UMSER MEMSER5. 5HAPE AND FINl5H TO MATCH EXl5TIN5 MEMBER5. THOROU5HL. Y 5AND / FINl5H AL.I.. MEMBER5 UNIFORM!. Y. 5TAIN / PAINT AL.I.. MEMBER5 TO MATCH EXl5TIN5 / CITY 5TANDARD C-OL.OR5. 501..ID COL.OR 5TAIN BY, OL. YMPIC-. MEMSER5 SHAL.L. RECEIVE 2 PRIMER C-OAT5 AND 2 EXTERIOR C-OAT5. CITY TO REVIEY'l AND APFROVE C-Ol..OR5 PRIOR TO C-ON5TRUC-TION. EXTERIOR AND INTERIOR PAINT. PROVIDE 2 NEY'l C-OAT5 TO MATCH EXl5TIN5 AND CITY 5TANDARD C-OL.OR5; ON DOOR5 / METAL. FRAME5, 5TERI..ING COIN #e,182H BY DUNN EDY'IARD5. CITY TO REVIEH AND APPROVE C-OL.OR5 PRIOR TO C-ON5TRUC-TION. EXTERIOR PAINT. PROVIDE 2 NEY'l C-OAT5 TO MATCH EXl5TIN5 AND CITY 5TANDARD C-OL.OR5; ON ME5H ¾REEN/ 5TRUC-TURAL. 5TEEL. C-ONNEC-TION5 / METAL. GATE -BL.ACK. CITY TO REVIEW AND APPROVE C-OL.OR5 PRIOR TO C-ON5TRUC-TION. NQTE5, CONTRACTOR 5HAL.L. OBTAIN COPY OF A5-BUIL. T RE5TROOM PL.AN5 /RE5TROOM FAC-ll..lTIE5 FOR EA5TBJ.UFF PARK AND 5RANT HOY'lAL.D PARK. El-5I54-5) TO REVIEY'l AND COORDINATE PROP05ED IMPROVEMENT5 HITH C,NB ENGINEER. CONTRACTOR TO PROVIDE 1• XI' MOCK-UP OF AL.I.. PROP05ED PAINT. 5TAIN5. AND/OR 5RAFFITI C-OATIN5 FOR C-NB EN5INEER REVIEY'l AND APPROVAL. PRIOR TO COMMENCEMENT OF Y'lORK. CONTRACTOR 5HAL.L. MEET 2018 GREENBOOK 5PEC-IFIC-ATION5 FOR AL.I.. IMPROVEMENT5 TO RE5TROOM BUil.DiNiS AND MEET AT A MINIMUM. PREVIOU5J. Y PREPARED 5PEC-IFIC-ATION5. THl5 5HEET. AL.I.. EXl5TIN5 WOOD MEMBER5 5HAL.L. SE THOROU5Hl.. Y 5ANDED. RECEIVE 2 C,OAT5 OF PRIMER PAINT AND 2 C-OAT5 OF EXTERIOR PAINT. COL.OR PER THE CITY. AL.I.. METAL. (C,ONNEC-TOR5, 5TRAPS, NAIL.5, ETC,) 5HAL.L. SE HOT DIP 5AL.VANIZED.' ANY AND AL.!. Y'lOOD MEMSER5 WITH DRY ROT 5HAL.1.. BE REMOVED Y'llTH HAND TOOJ.5. PATCHED HITH Y'lOOD Y'lONDER BY 5ANAHL., 5ANDED AND FINl5HED TO MATCH AL.I.. OTHER MEMBER5. APPL. Y 5TAIN/PAINT PER MANUFAC-TURER'5 REC-OMMENDATION5 TO AL.I.. MEMBER5 A5 INDICATED ON PL.AN5. 3 1 1 1 1 1 2 22 11 1 P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION DETAILS L-2.14 27 L NR I TCAT UU ET ACOF OLIF ED S S R S ETSIGE OM R RT LRA No. S2827 ATAF M U LOO RP SEOF ANISO I R A I E N G E E N FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR DIMENSIONS AND ANY AND ALL ITEMS RELATED TO ARCHITECTURAL, PRECAST ITEMS AND OTHER DISCIPLINES. 5 CD = -N :3" GLR. 12" TYP. • = oc If\ cl • ; I •• 12" HIDE, POURED-IN-PLACE, NATURAL GRAY, MEDIUM ElROOM FINISH CONCRETE RETAININ<S CUREl W X," TOOLED RADIUS AT ALL CORNERS AND ED<SES. (2) #5 REElAR, CONTINUOUS TOP, MID. AND BOTTOM. FINISHED GRADE. SEE CIVIL EN<51NEER'5 PLANS. COMPACTED, MOISTURE CONDITIONED SUEl<SRADE PER <5EOTECH REPORT. ® ADJACENT CONCRETE PAVIN<S OR HARDSCAPE. SEE CONSTRUCTION PLAN FOR TYPE AND LOCATION. @ ADJACENT PLANTIN<5 AREA. SEE CONSTRUCTION PLAN AND PLANTIN<5 PLAN. G) CONTINUOUS COLD JOINT. 5EE DETAIL 2, SHEET L-2.01. ® #4 REElAR G 12" O.C. VERTICAL. NOTES, SEC.TION -AT PAVIN6 SC.ALI=, 1-1/2" = I '-0" CONTRACTOR TO PROVIDE b'Xb' CONCRETE MOCKUP OF 12" RETAININ<S CURB HITH CONTINUOUS COLD JOINT FOR REVIEl"l AND APPROVAL ElY CNEl EN<SINEER PRIOR TO CONSTRUCTION. @ CONTRACTOR TO PROVIDE SCORE JOINTS AT 5' O.C. SPACIN<5. SEE DETAIL 2, THIS SHEET FOR CONCRETE JOINTS. ® ALL CONCRETE TO ElE SEALED HITH SILOXANE ~ CONCENTRATE CONCRETE SEALER PROVIDED ElY MIKE DAVIS OF INNOVATIVE CONCRETE PRODUC,TS AND MARKETINe, INC. CONTACT, ('14'1) 4'18-,0TI. ALL CONCRETE TO ElE TYPE IIN, MINIMUM COMPRESSIVE STREN<STH PER SPECIFICATIONS. MAXIMUM -TER CEMENT RATIO (WC) TO ElE 0.5. SEE <5EOTECH REPORT. CONCRETE AND REINFORCIN<S INFORMATION INDICATED HEREIN, ARE MINIMUMS ARE ElASED ON INFORMATION CONTAINED IN THE PROJECT <5EOTECHNICAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. 12 11 WIDE CONCRETE RETAINING CURB DELETED 6 BLOCK RETAINING WALL EXTENSION AT FIFTH AVE UNDER6ROUND SERVICE ALERT GALL: 811 TV'IO V'IORKINS DAY5 6EFORE YOU DIS CD @ @ G) 12" V'IIDE \J) z z ;i; Ill oc X <{ X X <{ X "1-N <I:\ -N 12" V'IIDE 3: Ill on _j <{ llJOC Ill \J) . I-z u) I Ill = ~ d:I _j -If\ If\ SECTION -RE;SIL.IENT 51./REACINS CONDITION SC.ALE, 1-1/2" = l'-0" SEC.TION -SAND AT TOT !..OT C.ONDITION SC.ALE, 1-1/2" = l'-0" CD L.EeEND, 12" HIDE, POURED-IN-PLACE, NATURAL <5RAY, MEDIUM ElROOM FINISH, CONCRETE PLAY AREA RETAININ<5 BOND ElEAM W X," TOOLED RADIUS AT ALL CORNERS AND ED<SES. (2) #5 REBAR, CONTINUOUS TOP, MIDDLE AND BOTTOM. #4 o 12" O.C., VERTICAL. COMPACTED, MOISTURE CONDITIONED SUEl<SRADE PER <5EOTECH REPORT. ADJACENT PLANTIN<5 AREA. SEE CONSTRUCTION PLAN AND PLANTIN<5 PLAN. CONTINUOUS COLD JOINT. SEE DETAIL 2, SHEET L-2.01. RESILIENT SURFACIN<5 AND CONCRETE SLAEl. SEE DETAIL I, SHEET L-2.08. SAND PLAY SURFACIN<S. SEE DETAIL 2, SHEET L-2.08. FILTER FABRIC. MIRAFI 1-'ION OR APPROVED EQUAL. 5ECURE TO CONCRETE FOOTIN<5 PER MANUFACTURERS SPECIFICATIONS. SEE DETAIL 2, SHEET L-2.08. @ #5 REBAR xJ o 12" O.C. ® (2) #4 CONTINUOUS T 4 El REElAR, TYPICAL. ® NQJJ;S, CONTRACTOR TO PROVIDE 6'Xb' CONCRETE MOCKUP OF 12" RETAININ<S CURB HITH CONTINUOUS COLD JOINT FOR REVIEl"l AND APPROVAL ElY THE CNEl EN<SINEER PRIOR TO CONSTRUCTION. CONTRACTOR TO PROVIDE SCORE JOINTS AT 5' O.C. SPACIN<S. SEE DETAIL 2, THIS SHEET FOR CONCRETE JOINTS. ALL CONCRETE TO ElE SEALED HITH SILOXANE ~ CONCENTRATE CONCRETE SEALER PROVIDED ElY MIKE DAVIS OF INNOVATIVE CONCRETE PRODUC,TS AND MARKETIN<S, INC. CONTACT, ("14") 4'18-,0TI. ALL CONCRETE TO ElE TYPE IIN, MINIMUM COMPRESSIVE STREN<STH PER SPECIFICATIONS. MAXIMUM -TER CEMENT RATIO (WC) TO ElE 0.5. 5EE <5EOTECH REPORT. CONCRETE AND REINFORCIN<S INFORMATION INDICATED HEREIN, ARE MINIMUMS ARE ElASED ON INFORMATION CONTAINED IN THE PROJECT <SEOTECHNICAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. 12 11 WIDE CONCRETE PLAY AREA RETAINING BOND BEAM -111 l, _111 . • GL • ID xz I" -( z MIN. l: < c;LR. l-i ~ SEC.TION A -42" Hl6H 6UARDRAIL, SC.ALE, I" = 1'-0" LE<SEND, CONCRETE PAVIN<S. SEE CONSTRUCTION PLANS AND DETAIL I, SHEET L-2.01. CONCRETE FOOTIN<S AND REINFORCEMENT AS SHOHN. 1-1/2" S.T.D. STEEL PIPE (2" OD). 5/lb" THICK, RAILS. 1-1/2" S.T.D. STEEL PIPE (2" OD), 5/lt>" THICK, POSTS AT 4' MAX O.C. SPACIN<S. EMElED MIN. 12" IN CONCRETE PAVIN<S / FOOTIN<S. CORE DRILL OR PROVIDE 5" SCH. 40 PVC SET 1/2" ElELOW ADJACENT FINISH SURFACE. SECURE HITH SUPER POR-ROK OR APPROVED EQUAL, TO 1/2" ElELOH ADJACENT FINISH SURFACE. APPLY 1/2" ElEAD OF "<SUN GRADE" POLYMER SEALANT ElY, PECORA, OR APPROVED EGUAL, TO TOP OF SUPER POR-ROK BACKFILL (800) 525-t>5,0. COVER SUR.FACE OF HET SEALANT HITH SILICA SAND. SEALANT COLOR, TO MATCH ADJACENT CONCRETE. INST ALL POSTS SPACED EVENLY. FINISH <SRADE, SEE CIVIL EN<SINEERS PLANS. SUEl<SRADE PREPARATION AND COMPACTION PER <5EOTECH REPORT. SEE SPECIFICATIONS. (2) #5 TOP AND ElOTTOM REElAR., CONTINUOUS. #4 REElAR x J AT 12" O.C. VERTICAL, CENTERED IN HALL. ALTERNATE ElEND AT FOOTIN<S AS SHOWN. #4 REElAR. AT 12" O.C. HORIZONTAL. (2) #4 REElAR. CONTINUOUS. CONCONTINUOUS COLD JOINT. SEE DETAIL 2, SHEET L-2.01. ® ® @ ® CD Q) PER PLAN EG. • • (4' MAX O.C. SPACIN<5) t ' ' PL.AN VIEV'I -42" Hl6H 6UARDRAIL, SC.ALE, 1/2" = l'-0" EG. Ea. EG. (4' MAX O.C. SPACIN<5) (4' MAX O.C. SPACIN<S) NQLE5, J If) ELEVATION -42" Hl6H 6UARDRAIJ.. SC.ALE, 1/2" = I '-0" PROVIDE 5CALED SHOP DRAWIN<S OF FENCE CONSTRUCTION FOR CNEl EN<SINEER'S REVIEH AND APPROVAL PRIOR TO FABRICATION. SEE SPECIFICATIONS. FABRICATION SHALL ElE PER FIELD MEASUREMENTS VERIFIED ElY THE CONTRACTOR HEl<SHT OF HANDRAIL FROM FINISH SUR.FACE OF TREAD TO TOP OF HANDRAIL SHALL ElE MAX :lb". ALL STEEL AND FITTIN<55 SHALL ElE METALIZED AND ZINC/EPOXY TNEMEC COATED, ElLACK, PER SPECS. SUElMIT SAMPLE OF POST AND RAIL FAElR.ICATION TO SHOH HELDS AND FINISH. SEE SPECIFICATIONS. ElEVEL ALL MEMBERS PRIOR TO HELDIN<5. HELD 4 GRIND FLUSH. ALL HELDS SHALL ElE CONTINUOUS <5ROUND SMOOTH. ALL METALIZED STEEL PIPE SHALL ElE SCH 40 U.N.O. ALL METALIZED STEEL HELDS TO ElE CONTINUOUS <SROUND SMOOTH. SEE CONSTRUCTION PLANS FOR FENCE LOCATION. CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO <SATE FABRICATION. ALL CONCRETE TO ElE TYPE IIN, MINIMUM COMPRESSIVE STREN<STH PER SPECIFICATIONS. MAXIMUM -TEI'<. CEMENT RATIO (WC) TO ElE 05. SEE <SEOTECH REPORT. CONCRETE AND REINFORCIN<5 INFORMATION INDICATED HEREIN, ARE MINIMUMS AND ARE ElASED ON INFORMATION CONTAINED IN THE PROJECT <5EOTECHNICAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. SEE CONSTRUCTION PLANS FOR LOCATIONS. 4 42 11 HIGH TUBULAR STEEL GUARDRAIL WI RETAINING EDGE --·• R GROUP MDESIGN CD @ G) ® ® G) ® ® LE<SEND, (I) 'ElAJA CRESTA RED' BOULDER FOR APPLICATION OF (I) DEDICATION PLAGUE. AVAILABLE FROM KRC ROCK, OR APPROVED EQUAL. CONTACT, DONALD BRENNAN /"160) ""144-1056. SIZE SHALL ElE 6'X4'X4' APPROXIMATELY. ElOULDER SHALL HAVE AT LEAST ONE FLAT SIDE ACCEPTABLE FOR MOUNTIN<5 OF THE DEDICATION PLAGUE. SEE CONSTRUCTION PLANS FOR LOCATION OF ElOULDER. SEE DETAIL 2, THIS SHEET FOR BOULDER SIZE. ElRONZE DEDICATION PLAGUE. ElY, ElRAVO Sl<SN. CONTACT,FRANI< FIORE /"114) 2~-0,00 . PROVIDE (4) PINS AT CORNERS OF PLAGUE FOR APPLICATON ONTO BOULDER. CONTRACTOR SHALL PROVIDE SHOP DRAHIN<55 AND ART SUBMITTAL MOCK UP OF PLAGUE AT TRUE SIZE AND FONT TYPE FOR REVIEH AND APPROVAL ElY CITY PRIOR FABRICATION ElY MANUFACTURER. MOCK UP SHALL ElE MOUNTED ON SELECTED ElOULDER TO FINALIZE LOCATION. OUTLINE PROPOSED SIZE AND LOCATION OF DEDICATION PLAGUE ON ElOULDER FLAT SIDE. CHISEL ElOULDER TO CREATE A SMOOTH, UNIFORM, RECESSED AREA, AT 1/4" DEFTH. CONFIRM DEPTH OF PLAGUE HITH MANUFACTURER TO ENSURE PLAGUE SITS FLUSH HITH ED<SE OF ElOULDER. DRILL (4) HOLES, SIZED FOR MOUNTIN<S PINS OF PLAGUE, INTO CHISELED BOULDER RECESS. INSERT MOUNTIN<5 PINS AND PLAGUE INTO ElOULDER HOLES. SET PLAGUE HITH EPOXY <SLUE ONTO ElOULDER RECESS. FINISH <5RADE. SEE CIVIL PLANS. SU66RADE PREPARATION AND COMPACTION PER <SEOTECH REPORT AND SPECIFICATIONS. NOTE, SEE CONSTRUCTION PLANS FOR ElOULDER LOCATION. PLAN LOCATIONS ARE CONSIDERED DIA<SRAMMATIC. FINAL ElOULDER LOCATION, PLACEMENT< INSTALLATION SHALL ElE REVIEHED AND APPROVED ElY THE CNEl EN<SINEER AND LANDSCAPE ARCHITECT. BOULDER SHALL HAVE 1/5 EMElEDMENT. BOULDER SHALL ElE REVIEHED AND APPROVED AT THE QUARRY ElY THE CNEl EN<SINEER PRIOR TO PROCUREMENT AND DELIVERY TO SITE. ALL SUBSTITUTIONS TO ElE REVIEHED AND APPROVED ElY THE CNEl EN<SINEER PRIOR TO PURCHASIN<5. BOULDER SELECTED FOR DEDICATION PLAGUE APPLICATION SHALL HAVE A SMOOTH FLAT SURFACE. BOULDER SHALL ElE POSITIONED TO DISPLAY THE PLAGUE IN THE PREFERRED POSITION ElY THE CNEl EN<SINEER. N 0 II TYP. 0 DIAMETER. PER BOULDER SCHEDULE 11 =-: --11 =- -. ' _, I -I I =--, I -11 . I l'---l!... I 0 SEC.TION -60UJ..DER ON 6RADE SC.ALE, 1/2" = 1'-0" lb" • N ElACK OF PLAGUE 0 It fl il rr------f PLAN -PLAGUE C.ONNEC.TION SC.AU::, 3" = l'-0" SEC.TIO SC.ALE, 3" = I '-0" GRANT HOWALD PARK Dedicated on July~ 2021 CID COUNCIL &o,LA....,1·. :'dayc,r Pro 'I= Dione R Diioo JdC"He,J..m~1c W.110".'Jeil :l,la.yor Jo)"~ Mor,holl "D·,lf:," Ih,£fi.Jd K"in M~ldoon PA Tl.K~. nF.A/1flllS ~ Nn TIF,11RF,A'l'ION 11rn11.rrn.9mK Do•,id Gror_ot:± Chai[ I 1..,,h~,· 1_,.at·~ V;,,Cha;, L, ,~ 11,yes K,k l,:hh,L. W,,ILTT,.~,.1,1 ">PECIAL RECOGNITION 'TO: Grac,:A l,o·.m~ c;,,•M,.,,s.,,, -'•~•Hoe·r• llo~>h (~,O~i,;• D,_,iJA \'l,.O, L.=oL'o.~,,.J~ Sc;~;noJ,~j~ _\1~·U'.J.,y ,~ Cic. _<.<oo,-,..,. r _,,._.o, Di,e<k l'<.bli< Will, DirO<Cor :lec,enc;_ ~ Su.ioo E,,,.,-,;,,, Di""°' Cocunonrt,· D<,,e,J,·,=nt Jioa,kr lltihis,; Di,-ecOOr· '"'"~ M. lloul 1,-., 'l••n S,,,,k,I'"' Pe,.,.,T,"~h,,c ~,,n,,-,". •:JI, Z,noe, Cc,,~. 'l-•a,· l.c•,;,. C,_,,;., 'l-,hrr.ilb, Jo·;;,I .. ,., 11,·rr,,, /<fa;,I .\1.,c ;., K~-=I',kar J=Au,ac Prujed De.i,;n 'Tu= RJM Desi"" Q,.,,,u;. lm, ''·'""' ,.,,,.,>, Tmara •k"1" • CoruolrncLiua. Mlina;.,;ment PROPOSED DEDICATION PLAGUE MOCK UP -FOR REFERENCE ONLY DEDICATION PLAQUE ON LANDSCAPE BOULDER __ ccc000ce-->" ~---DEDICATION PLAGUE, 5EE DETAIL I THIS SHEET 0 " / ' • PLAN VIEY'i ENLARGEMENT -AREA 111 SC.ALE, I" = 10'-0" • /. PLAN VIEY'i ENLARGEMENT -AREA 112 5GALE, I" = 10'-0" DIAMETER PER BOULDER SCHEDULE '-1-'-1-. I SEC.TION -60UJ..DER ON 6RADE SC.ALE, 1/2" = 1'-0" I- 2 LANDSCAPE BOULDERS • • SIZE QUANTITY SYMBOL CD ® LE<SEND, 'ElAJA CRESTA RED' BOULDERS, AVAILABLE FROM DECORATIVE STONE 50LUTION5, OR APPROVED EGUAL. CONTACT, RANDY JUR<SENSEN (000) 6<1q-1e,;e, xlOI. LOCATION PER CONSTRUCTION PLANS. SIZE < QUANTITY PER ElOULDER. SCHEDULE, THIS DETAIL. FINISH <SRADE. SEE CIVIL PLANS . SUEl<SRADE PREPARATION AND COMPACTION PER <5EOTECH REPORT AND SPECIFICATIONS. NOTE, SEE CONSTRUCTION PLANS FOR BOULDER LOCATION. PLAN LOCATIONS ARE CONSIDERED DIA<SRAMMATIC. FINAL BOULDER LOCATION, PLACEMENT 4 INSTALLATION SHALL ElE REVIEHED AND APPROVED ElY THE CNEl EN<SINEER AND LANDSCAPE ARCHITECT. ElOULDER5 SHALL HAVE 1/5 EMElEDMENT. ElOULDER5 SHALL ElE APPROVED AT THE GUAR.R.Y ElY CNEl EN<SINEER. PRIOR TO DELIVERY. ALL SUBSTITUTIONS TO ElE REVIEHED AND APPROVED ElY THE CNEl EN<SINEER PRIOR TO PURCHASIN<S. BOULDER SELECTED FOR DEDICATION PLAGUE APPLICATION SHALL HAVE A SMOOTH FLAT SUR.FACE. BOULDER SHALL ElE POSITIONED TO DISPLAY THE PLAGUE IN THE PREFERRED POSITION ElY THE CNEl EN<SINEER ElOULDERS SHALL ElE PLACED/POSITIONED IN Tl<SHT PROXIMITY TO ADJACENT ElOULDER5 IN OR.DER TO REPRESENT NATURAL BOULDER OUTCROPPIN<SS. 60ULDER 5C.HEDULE #I #2 #5 le>11L X I 'V'l X I'D :5'L x 2'Jfi x 2'D 6'L x 4'W x 4'D e, 5 I 0 0 0 ElOULDERS SHALL SE 'BAJA CRESTA RED', AVAILABLE FROM DECORATIVE STONE SOLUTIONS, OR APPROVED EQUAL. ° P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION DETAILS L-2.15 28 L NR I TCAT UU ET ACOF OLIF ED S S R S ETSIGE OM R RT LRA No. S2827 ATAF M U LOO RP SEOF ANISO I R A I E N G E E N FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR DIMENSIONS AND ANY AND ALL ITEMS RELATED TO ARCHITECTURAL, PRECAST ITEMS AND OTHER DISCIPLINES. L NR I TCAT UU ET ACOF OLIF ED S S R S ETSIGE OM R RT LRA No. S2827 ATAF M U LOO RP SEOF ANISO I R A I E N G E E N FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR DIMENSIONS AND ANY AND ALL ITEMS RELATED TO ARCHITECTURAL, PRECAST ITEMS AND OTHER DISCIPLINES. A - l'JJl) i~ - El.EL7 1UCA.L HAND HOLE X 1/2" THK. r LONG _,, J" X 5" A500 GR.11 Th""B[N"G l'-6" Fl N'ISfl ORA 11H - F ' ' ,_ ELECTRICAL ACCE55 (FOR REFERENCE ONLY) 5CALE, 1/2" = 1-0" f---1'.Sr -----l r-1.,_· -.1·-14· FINAL GONGRETE POI.I<. ABOVE THE BASE --~ PLATES 5HALL MATCH FINl5H ,:iURFACE ELEVATIONS A8 5HOJ,,!N ON GIVIL GRADING PLANS_ =NTRAC;TOR 5HALL VERIFY FINl5H 5URFACE ELEVATIONS PRIOR TO INSTALLATION OF5TRIX:-TIRE. FABRIC COLOR -BLUE BY MONONET 5CALE, N.T.5. SAMPLE CJRAJ,IING 5HOI-IN FOR REFERENGE ONLY. 5HADE MAMJFAC11JRER 5HALL 5UBMIT FINAL ENGINEERED CJRAJ,IING5 TO 11-E =NTRACTOR FOR ,:il.JBMITTAL TO 11-E GITY ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION AND 51TE INSTALLATION TENSION0 Structures.com Di\'i~ion ol Eide lndu1t1tes. Inc. PERSPECTIVE VIEW FRONT \IIEW NOTES: --. ------ Eide Industries, Inc. 16215 Piuma Avenue Cerritos, CA 90703 U.S.A. Phone (562) 402-8335 Fax (562) 924-2233 www.TensionStructures.com 10·-o" I\ '1◄ ~--• TOP VIEW SIDE VIEW 1. MANUFACTURED USING ROUND HSS FRAME AND FABRIC PER PRODUCT SPECIFICATIONS. 2. INSTALLATTON TO BE COMPLETED I N ACCORDANCE WTTH MANUFACTURER'S SPECTFTCATTONS. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS AND DESIGN PROFESSIONALS. 4. FOOTINGS WILL BE DESIGNED AT TIME OF AWARD BASED ON SITE SPECI FIC CONDITIONS. 5. PRODUCT WTLL BE ASSEMBLED ON SITE DURJNG TTME OF ERECTTON, NO FJELD WELDTNG . 6. FRAME FINISH WILL BE IN ACCORDANCE WITH PRODUCT SPECIFICATIONS. 7. SITE SPECIFIC MEMBER SIZING TO BE VERIFIED BY MANUFACTURER AND THEIR E.O.R. f \ SEQUOIA CANOPY \. __/ SQ-20 16 COPYRIGHT 2019 EIDE INDUSTRIES, INC. REVISION DATE 8/30/2019 SAMPLE CJRAJ,IING 5HOI-IN FOR REFERENGE ONLY. 5HADE MAMJFAC11JRER 5HALL 5UBMIT FINAL ENGINEERED ORAHIN<55 TO 11-E =NTRACTOR FOR ,:iUBMITTAL TO 11-E CITY ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION AND 51TE INSTALLATION TENSION0 Structures.com Di\'ision ot Eide lndumi2~. Inc. PERSPECTIVE VIEW FRONT V1EW NOTES: Eide Industries, Inc. 16215 Piuma Avenue Cerritos, CA 90703 U.S,A. Phone (562) 402-8335 Fax (562) 924-2233 www.TensionStructures.com TOP VIEW SIDE VIEW -· ----·- 0 N 1. MANUFACTURED USING ROUND HSS FRAME AND FABRIC PER PRODUCT SPECIFICATIONS. 2. INSTALLATION TO BE COMPLETED I N ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS AND DESIGN PROFESSION ALS. 4. FOOTINGS WILL BE DESIGNED AT TIME OF AWARD BASED ON SITE SPECIFIC CONDITIONS. 5. PRODUCT WI LL BE ASSEMBLED ON SITE DURING TIME OF ERECTION, NO FI ELD WELDING. 6. FRAME FINISH WILL BE IN ACCORDANCE WITH PRODUCT SPECIFICATIONS. 7. SITE SPECIFIC MEMBER SIZING TO BE VERIFIED BY MANUFACTURER AND THEIR E.O.R. r"\ SEQUOIA CANOPY \.__ j SQ-40-24 COPYRIGHT 201 9 ErnE TNIJUSTRTES, lNC. REVISION DATE 8/30/2019 1 SECIJION Fl-Fl :,--rlTI'P ~"T - -I •• • ~ 1 ·o iFU:54 GRADE le m.A VY·HL"\: &."foroR. ~~{ 12" hMBiID 1 :, -·-.. I l'-!Jam!-LTT P1 .a;:i. RiliAR. • 'WITlIDl TOP 1!!:~ LESEND, ,,•. . •· . ..: : ' .· : ·, -.' ~~ . •. : . ' ... • ·: ',.,; . .:',-' ', • • . ·.-· -,._; · .. .J.-1-+" c,·· +-"-.,...:;.+ u: . . r: ••• <( • . .. . ·, ... .. . .. . .')[ . . . . . . . . ; . ·,, . .:i . . ,...i • : : -·,··: -... . •·"· .' . ~. ' • -. • . : • t-_-•. ' • . : _,;t-· :." :-... /-. ' • -.:I • .... " ··'' . . . • -. ' •' . . . . .,._ ·-. '. . , '. . ' .... . .. ;-. . ; . t • -~--• TYPICAL FOOTINe (fOR REFERENCE ONLY) 5CALE, 1/2" = 1-0" CD INSTALL (I) 40'><40' 5EGl/OIA 5=11JRES BY, TENSION 5mu:;,ues, GONTACT, ANGELA .JJAREZ, (!;62) 402-6460. INSTALL PER MANUFAC11JRER'5 REGOMMENDATIONS AND 5PECIFICATION5. LOGATION A5 SHOY'IN ON PLAN. @ INSTALL (5) 20'><20' 5EG!JOIA 5=11JRE5 BY, TENSION 5mx::.11JRES. CONTACT, ANGELA .JJAREZ, (!;62) 402-6460. INST ALL PER MANUFAC11JRER'5 RE=MMENDATIONS AND 5PECIFIGATION5. LOGATION A5 SHOY'IN ON PLAN. NOTES, @ ALL 5TEa EDeE5 TO BE ROUNDED 5MOOTI-I TO PREVENT FABRIG DAMA<SED. ® ALL GABLES TO BE 5TAINLE55 STEEL WITH ADJU5TABLE Gl.EVl5 JAWS. @ FABRIG 5HALL BE HDPE 5HADE GLOTH, ALNET OR MONOTEG. =LOR 'BLUE'. GONTRAC;TOR TO 5UBMIT 5HOP DRAWING5/5AMPLE5 PRIOR TO ACGILll51TION AND INSTALLATION FOR REVIEW AND APPROVAL. @ ALL HAND HOLDS TO HAVE REINFORGED EDc51NG AND REMOVABLE AGGE55 PANELS. ® ALL 5TEa MEMBERS TO BE TNEMEG 2 PART PAINT 5Y5TEM, =LOR TO BE SELEGTED. 5EE 5PECIFIGATION5. ® 5TRIX:-11JRAL ENGINEERING FOR SHADE 5TRIX:-TIRE(5) 5HALL BE PROVIDED BY 5HADE 5TRIX:-TIRE MAMJFAC11JRER; TENSION 5=11JRE5. CONTACT, ANSEi.A .JJAREZ, $62) 402--e-!60. ENEe1NffflfP ?JBAHINSe ANP CALGULATIONS 5HALL BE A kB FSBft? SUBMITTAL AND 5H.ALL 6E REGUIRED AS A 9U6MITT.AL 6Y THE G0NTRAC;TOR AFTER THE =NSTRIJGTION GONTRACT HA5 BEEN AWARDED. GONJBACIOB 5HALL eE f!ESf'ONSIBLE FOB THE COST IQ QeTAIN E:N\51't I RLi2 12RAHJN65, ENc51NEERING 5HALL BE PROVIDED BY A STATE OF GALIFORNIA LIGEN5ED 5TRIX:-11JRAL ENGINEER. ENGINEERING 5HALL IDENTIFY ALL MATERIAL 51ZE5, Y'IALL TI-IIGKNE55E5, FA8TENER5, GONNEGTION5, AND FOOTINGS. WALL TI-IIGl<NE55 OF STEEL MEMBERS 5HALL BE SIZED TO PROVIDE FOR POST, 5PAN, GANTILEVER BEAM AND JOIST 51ZE5 A8 INDIGATED ON THE5E CJRAJ,1ING5. @ FOOTINGS WILL BE DE51<5NED AFTER THE GONSTRIJGTION =NTRAGT HA8 BEEN AWARDED BASED ON 5PECIFIG 51TE GONDITIONS AND 5HALL BE DE51c5NED TO IMPEDE IN NO IAIAY AND IMPART AND/OR TRANSFER NO LOADS OR FORGES ONTO ADJAGENT GONSTRIX:-TION IMPROVEMENTS !=NGRETE PAVINc5, 51TE FIRNl5HING5, ETGJ SAMPLE FOOTINc5 DE51c5N 15 PROVIDED HERE >'1I11-IIN FOR BID RJRP05E5. ® FINAL ENGINEERINc5 CJRAJ,IING5, GALQJLATION5 AND DE51c5N5 5HALL BE PROVIDED BY 11-E MANUFAC11JRER AND ,:iUBMITTED BY 11-E GONTRAC;TOR FOR REVIEW AND APPROVAL BY 11-E ENGINEER PRIOR TO =NSTRIJGTION, A5 A ,:il.JBMITTAL. =NTRACTOR 5HALL PROVIDE 51JBMITTAL ALLOWING FOR A MINIMUM OF FIVE (5) DAY GITY PLAN GHEGK REVIEW PRIOR TO FABRIGATION AND FIELD INSTALLATION. CD 5HADE 5TRIX:-TIRE BA515 OF DE51c5N TO BE ENGINEERED BY EIDE INDUSTRIES, TENSION 5mu:;11JRES. GONTAGT, ANGELA JJAREZ, (562) 402-f>460. Q) CJRAJ,IING5 SHOY'IN FOR REFERENCE ONLY. NOT FOR =NSTRIX:-TION. © FINAL =NGRETE POI.I<. ABOVE 11-E BASE PLATES 5HALL MATGH FINl5H ,:iURFACE ELEVATIONS A8 SHOY'IN ON GIVIL GRADING PLANS. =NTRACTOR 5HALL VERIFY FINl5H 5URFACE ELEVATIONS PRIOR TO INSTALLATION OF 5TRIX:-11JRE. SHADE STRUCTURES -DEFERRED SUBMITTAL UNDER6ROUND SERVICE ALERT GALL: 811 TV'IO V'lORKINe DAY5 BEFORE YOU Die cJ --- 1 PLAN YIEV'I . .. </ I ·I I 5CALE, 1/4" = 1'-0" I ~ """' I I 111=11 Ju--~v ~--11 \ .J..,__) ,. +-----'I.- CD 2' - ---,_,,,-111-=1 ~~ Z- F- 1 • ' -' ., I I -., I .,• I - 1• ,., .,1 ::311 ,1 ~" iGLI;.. ./ (TYl" J ., ., I• 18" I I ff) ...J-\) I ~ ~ ':;~ ~ ' . 0 • I I ~~:~: ,.,~~· ~"-._·~I I 11~ ~~ "'o.. 2' LE5END, 5ECTI0N AT FENCE 0PENIN6 5C.ALE, 1-1/2" = l'-0" ~111 • " : 1=1·· :1 -1 I 1-1 I I----:=I I -111=1 I 1-, ' If>" DIA. 5ECTI0N AT MAINTENANCE 0PENINcS 5C.ALE, 1-1/2" = l'-0" =NTINUOU5, POURED IN PLAGE GONGRETE c5RADE BEAM "'1TOPGA5T NO. 5 FINISH. 1/2" TOOLED RADIUS AT ALL =RNERS AND EDc5E5. DEPTH OF BEAM PER GONDITION SHEET L-2.O5. 5EE GONSTRIJC,TION PLANS AND GIVIL ENc51NEER5 c5RADINc5 PLANS. 5TRIJGTURAL REINFORGEMENT A5 SHOWN. (2) #4 GONTINUOU5 T 4 B REBAR. (2) #4 GONTINUOU5 T, MID 4 B REBAR PER 5TRUG11JRAL ENc51NEER. =NTINUOU5 GOLD JOINT. 5EE DETAIL 2, SHEET L-2.O1. 1/4" THIGI< TOOLED GONTROL JOINT, GENTERED ON PO5T5 AND EVENLY 5PAGED, MAX 5' O.G. 5EE DETAIL 2, SHEET L-2.O1. VEHICULAR GONGRETE PAVINc5 OR BANDINc5. SEE GON5TRIJCTION PLANS FOR TYPE, FINISH AND LOGATION AND DETAIL I, SHEET L-2.O1. PEDESTRIAN GONGRETE PAVING OR BAND1Nc5. SEE GON5TRIJGTION PLANS FOR TYPE, FINISH AND LOGATION AND DETAIL I, SHEET L-2.O1. ADJAGENT 5YNTI-IETIG 11JRF FIELD 5EE GIVIL ENc51NEER'5 PLANS FOR FINl5H c5RADE5. 5EE 5YNTHETIG 11JRF PLANS FOR GOMPLETE 11JRF SEGTION; INGLUDINc5 DRAINS, BASE, FABRIG5, AND INFILL. ,:il.JBc5RADE PREPARATION AND =MPAGTION PER c5EOTEGH REPORT. SEE 5PEGIFIGATION5. 42" HT. TUBULAR STEEL FENGE POST V'I/FOOTINc5. SEE GON5TRIJGTION PLANS AND DETAIL I, SHEET L-2.16. 114 X n EAGH 51DE OF POST AND 12" O.G. ALONc5 c5RADE BEAM. PROVIDE GONTINUOU5 1/2" POL YFOAM WRAP BY W.R. MEADOWS AT ALL POSTS. PROVIDE J." SEALER BEAD OF POL YIJRETHANE AT TOP OF WRAP, FLU5H >'IITH =NGRET~ c5RADE BEAM. SEE DETAIL I, SHEET L-2.O5. 16" O.G. (AT 5" 5LAB) AND 12" O.G. (AT 6" 5LAB) EAGH IAIAY, GENTER IN 5LAB. 24" >'IIDE GONGRETE BAND. 5EE GON5TRUGTION PLAN FOR FINISH AND LOGATION. 5EE DETAIL I, 2 AND 5, SHEET L-2.O1 FOR THIGl<NE55, AND THIGl<ENED EDc5E GONDITION. 5EE GIVIL PLANS FOR FINl5H c5RADE5. NOTES, PROVIDE ,V.," THIGI< TOOLED GONTROL JOINTS EVENLY 5PAGED BETWEEN AND GENTER.ED AT ALL 11JBULAR STEEL FENGE AND NETTING 51JPPORT PO5T5. 5EE DETAIL 2, SHEET L-2.O1. PROVIDE GONTROL JOINTS AT ALL '10 GORNER5. 5EE DETAIL 2, SHEET L-2.O1. ALL GONGRETE TO BE TYPE IIN, MINIMUM GOMPRE551VE 5TRENc5TH PER 5PEGIFIGATION5. MAXIMUM WATER GEMENT RATIO (WG) TO BE 0.5. SEE c5EOTEGH REPORT. GONGRETE AND REINFORCINc5 INFORMATION INDIGATED HEREIN, ARE MINIMUMS AND ARE BASED ON INFORMATION GONTAINED IN THE PROJEGT c5EOTEGHNIGAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOGUMENTS. 2 ROLLED CURB AT PEDESTRIAN/ MAINTENANCE OPENINGS --·• R GROUP MDESIGN CD ® G) @ ® @ ® @ n " n I I LJ -----0--------- ••••••••••••••••• •••• ••••••••••••••••• • • • • • • • • • • ■ e,'-0". • MIN. GLR. Ii • --l 9 \) ;,-z I: • 16'-'I" APPROX. I I 11 I • LOGATE PER 5GE PLANS • • • • • • Ii • •--l • 9u • ~z • I: I I _,,__ .................................... PLAN VIEH 5CALE, 1/4" = 1 '-0" 1 ............... , -+-..... -1:1. ' : c 12,; ·, " ... -~,,,~Ill ·., I • I;," KEY l r ~ d,) = z N--}: 5EC.TI0N A -RETAININ6 HALL 5C.ALE, 1-1/2" = l'-0" LEeEND, 12" X ti" X 16" =NGRETE PREGl51ON BLOGI< GMU IAIALL. =LOR NA11JRAL c5RAY. FULLY c5ROUT ALL GELL5 AND PROVIDE MORTAR JOINTS. POURED IN PLAGE GONGRETE FOOTING, A5 5HO>'IN. (5) 05 GONTINUOU5 REBAR, TOP 4 BOTTOM AT FOOTING. GONTINUOU5 4" 5GH. 40 PVG PERFORATED PIPE PER GIVIL ENc51NEER'5 DRAWINc55. PROVIDE GONNEGTION TO ADJAGENT GIVIL AREA DRAINS. PROVIDE GONTINUOU5 5/4" TO H/2" OPEN c5RADED c5RAVEL. PROVIDE GONTINUOU5 FILTER FABRIG WRAP, MIRAFI 140N BY CARLISLE, INC. OR APPROVED EQUAL. 5EE 5PEGIFIGATION5. PROVIDE GONTINUOU5 MIRADRI f>hO IAIATERPROOF MEMBRANE AND MIRADRAIN 6200 DRAINAc5E GOMPO51TE BY CARLISLE, INC. OR APPROVED EQUAL. INSTALL PER MANUFAG11JRER'5 5PEGIFIGATION5. GONTAGT, JAMES HEIDT AND A55OGIATE5 (f>lf>)24f>-'16TT. ADJAGENT FINISH c5RADE/TOE OF SLOPE. 5EE GIVIL ENc51NEER'5 c5RADINc5 PLANS. 5UBc5RADE PREPARATION AND GOMPAGTION PER c5EOTEGH REPORT. 5EE 5PEGIFIGATION5. (2) 05 GONTINUOU5, TOP 4 Ii> 24" O.G. HORIZONTAL. #5 X j @ 24" O.G. EAGH FAGE. #5 X 1@ 12" O.G. PROVIDE GONTINUOU5 DOMED c5ROUTED GAP. LE<5END, DEGOMPO5ED c5RANITE PAV1Nc5. SEE DETAIL 5, 5HEET L-2.O1. GONTINUOU5 GOLD JOINT. SEE DETAIL 2, SHEET L-2.O1. PME UTILITY GABINET. REFER TO 5GE PLANS, TDl655525 4 TDl655526. PME ACGE55 OPENINc5. REFER TO 5GE PLANS, TDl655525 4 TDl655526. EXl5TINc5 PARl<INc5 LOT. REFER TO GIVIL PLANS. NOTES, GONTRAGTOR TO PROVIDE 6' LONc5 NON-PRODUGTION MOGI< UP OF PROPOSED WALL FOR REVIE>'I AND APPROVAL BY THE GNB ENc51NEER PRIOR TO GON5TRUGTION. MOGI< UP SHALL INGLUDE IAIALL GAP, =LORED c5ROUT, ETG. 5UBc5RADE PREPARATION AND GOMPAGTION PER c5EOTEc.H REPORT. 5EE 5PEGIFIGATION5. ALL GONGRETE TO BE TYPE IIN, MINIMUM GOMPRE551VE STRENGTH PER 5PEGIFIGATION5. MAXIMUM l"IATER GEMENT RATIO (WG) TO BE 0.5. 5EE c5EOTEGH REPORT (PAVEMENT REGOMMENDATION5). GONTRAGTOR 5HALL OBTAIN FINAL APPROVED 5GE PLANS PRIOR TO GON5TRUGTION AND VERIFY ALL EQUIPMENT, GONGRETE PAD AND WALL LOGATION5. GONTRAGTOR SHALL NOTIFY GITY AND LANDSCAPE ARCHITEGT OF ANY Dl5GREPANCIE5 BETWEEN 5GE PLANS AND PROJEGT =N5TRUGTION DOGUMENTS BEFORE PROGEEDING WITH J,IORI<. SCE TRANSFORMER PAD AND RETAINING v"IALL P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 CONSTRUCTION DETAILS L-2.16 29 L NR I TCAT UU ET ACOF OLIF E D S S R S ETSIGE OM R RT LRA No. S2827 ATAF M U LOO RP SEOF ANISO I R A I E N G E E N FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR DIMENSIONS AND ANY AND ALL ITEMS RELATED TO ARCHITECTURAL, PRECAST ITEMS AND OTHER DISCIPLINES. EG. SPAC.ING BETWEEN POSTS, TYP. 'f;. 5'-0" O.C.. MAX 'I:. 4 ~" • 1'-6" DIA. (TYP) _,__,,__ -11 ------ / _,,.,/ ~ I r . !::! \ \ _, 1 1-_11~ ------~ ELEVATION A-A, TIJBULAR STEEL FENC.E SC.ALE, 1/2" = l'-0" 42 11 Hl<SH TUBULAR STEEL FENC.IN<S 24" DIA. ct. I ' SECTION S-S, TYP. FENC.E POST SC.ALE, 1/2" = I '-0" 5'-0" PEDESTRIAN AC,C,E55 OPENING (No GATE) / EG. 0 PLAN VIEY'I ENLARGEMENT -IRIS AVE SLIDIN<S MAINTENANCE <SATE SC.ALE: 1/2" = 1 '-0" 24 11 DIA SEC.TION S-S -SATE OPENINIS SC.ALE, 5/4" = l'-0" ANISLE RAIL SECTION ENLARISEMENT 'D' SC.ALE, 1-1/2" = 1'-0" SC.ALE, 1/2" = l'-0" I I I I / / 2 42 11 Hl<SH T.S. SLIDIN<S MAINTENANCE <SATE ct. 5' PEDESTRIAN AC.C.ESS OPENING (NO GATE) -- UNDEReROUND SERVIC.E ALERT GALL: 811 TY'IO V'lORKINS DAYS BEFORE YOU DIS ct. EG. IJ "a I" DIA.\ '--l. ENLARISEMENT 'F' SC.ALE, I 1/2" = 1'-0" ~ . EG. EG. ---------- "" 1/2" 1/2" • \ ... • !::! _\ I , / I / " / /.....---fNLAR6EMENT SCALE: 5 11 = 11-0 11 20'-0" EG. BETHEEN POSTS, TYP. 5'-0" MAX O.C.. SPAC.ING 20'-0" I ct. I \ I I I ct. EG. BETY'IEEN POSTS, TYP. 5'-0" MAX O.C.. SPAC.ING 4-1/2" (TYP) +-+ I I \ / R ct. EG. SPAC.ING BETHEEN POSTS, TYP. 5'-0" MAX O.C.. SPAC.ING A ~ ~!!!!!!!!!!!:::c... _ _j__ ______ __.:c~-~-1-----4---__::::::_ __ __j_ __ --""!!!!!!!!!~ A EG. PLAN VIEY'I -TUBULAR STEEL FENCE SC.ALE, 1/2" = 1'-0" I5'-0" MAX C.LEAR IN OPEN POSITION GATE SLIDES TOY'IARDS FIFTH AVE IN OPEN POSITION SEE ENLARGEMENT 'G', THIS DETAIL.---' ---/ -----"' \ \ \ I I / / / -- --·• GROUP MDESIGN I5'-0" MAX C.LEAR IN OPEN POSITION GATE SLIDES TOY'IARDS FIFTH AVE SEE ENLARGEMENT 1'", THIS DETAIL. _/' I SEE ENLARGEMENT , ___ .,.,, 'E', THIS DETAIL. ' \ ' --- CD ® CD e @) @ @ @ IL ® )~ ® @ @ / ® 3 @ ® @ @ ® ® @ LE5END, 5" O.D., II GAUGE, TUBULAR STEEL FENc.E POSTS, 5'-0" MAX O.C.. SPAc.lNG. EMBED POSTS MIN. 12" IN C.ONC.RETE FOOTING VIA C.ORE DRILL OR PROVIDE 4" SC.H. 40 PVC. SLEEVE. SEC.URE Y'IITH SUPER POR-ROI<. BY C.MP, INC,. C.ONTAc.T, (e,oo) 126-11!>45 OR APPROVED EQUAL TO 1/2" BELOY'I ADJAc.ENT FINISH SURFAc.E. APFL Y 1/2" BEAD OR "GUN GRADE" POLYMER SEALANT BY, f'Ec.ORA. C.ONTAC.T, (e,oo) 525-6510, OR APPROVED EGUAL, TO TOP OF SUPER FOR ROK BAC.KFILL. C.OVER SURFAC.E OF HET SEALANT Y'IITH SILIC.A SAND. SEALANT C.OLOR, TO MATC.H ADJAc.ENT C.ONc.RETE. SLOPE TO DRAIN AY'IAY FROM POST. SEE SPEC.IFIC.ATIONS. 5/4", 14 GAUGE, TUBULAR STEEL FENC.E PIC.KETS, 4-1/2" MAX O.C.. SPAC.ING. 5" O.D., 14 GAUGE, TUBULAR STEEL FENC.E TOP AND BOTTOM RAIL. If>" DIA. C.ONc.RETE FOOTING AS SHOY'IN. SUBGRADE PREPARATION AND C.OMPAc.TION PER GEOTEC.H REPORT. SEE 5PEc.lFIC.ATIONS. C.ONC.RETE GRADE BEAM. SEE C.ONSTRUC.TION PLANS AND SHEETS L-2.05, L-2.04, AND L-2.05 FOR TYPE AND LOC.ATIONS. PEDESTRIAN C.ONC.RETE PAVING. SEE DETAIL I, SHEET L-2.01. SYNTHETIC. TURF FIELD. SEE C.ONSTRUC.TION PLAN AND SYNTHETIC. TURF PLANS. NOTES ALL HORIZONTAL ALIGNMENTS SHALL PARALLEL FINISH GRADE. POSTS AND PIC.KETS SHALL BE VERTIC.AL. C.ONTRAC.TOR SHALL PROVIDE SC.ALED SHOP DRAY'IING5 BASED ON FIELD MEASUREMENTS FOR ENGINEER REVIEY'I AND APPROVAL PRIOR TO FABRIC.ATION AND INSTALLATION. TOP OF FENc.E ELEVATION TO REMAIN C.ONSTANT. ALL FENc.E MEMBERS TO BE II GAUGE UNLESS OTHERY'IISE NOTED. HELDING, BEVEL ALL MEMBERS PRIOR TO HELDING. ALL HELDS SHALL BE C.ONTINUOU5 AND GROUND SMOOTH. FABRIC.ATION SHALL BE PER FIELD MEASUREMENTS C.ONDUC.TED BY C.ONTRAC.TOR. ALL STEEL t FITTINGS SHALL BE METALIZED AND ZINc./EPOXY TNEMEC. C.OATED, BLAC.K, PER SPEC.S. SUBMIT SAMPLE OF POST AND RAIL FABRIC.ATION TO SHOY'I HELDS AND FINISH. 5EE SPEC.IFIC.ATION5. ALL C.ONC.RETE TO BE TYPE IIN, MINIMUM C.OMPRE55IVE STRENGTH PER SPEC.IFIC.ATION5. MAX. Y'IATER C.EMENT RATIO (WC.) TO BE 0.5. SEE GEOTEC.H REPORT. C.ONC.RETE AND REINFORc.lNG INFORMATION INDIC.ATED HEREIN, ARE MINIMUMS ARE BASED ON INFORMATION C.ONTAINED IN THE PROJEC.T GEOTEC.HNIC.AL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOC.UMENTS. LEISEND, 5" DIA., II GAUGE, TUBULAR STEEL FENc.E POSTS Y'I/DOME TOP, 5'-0" MAX O.C.. SPAc.lNG. 5/4" DIA., 14 GAUGE, TUBULAR STEEL FENC.E PIC.KETS, 4-1/2" MAX O.C.. SPAc.lNG. 5" O.D., 14 GAUGE, TUBULAR STEEL FENC.E TOP AND BOTTOM RAIL. If>" DIA. C.ONc.RETE FOOTING AND REINFORc.EMENT AS 5HOY'IN. SYNTHETIC. TURF FIELD. SEE C.ONSTRUC.TION PLAN AND SYNTHETIC. TURF PLANS. SUBGRADE PREPARATION AND C.OMPAc.TION PER GEOTEC.H REPORT. SEE 5PEc.lFIC.ATIONS. 5" O.D., GAUGE II, TUBULAR STEEL GATE FRAME. 6" DIA., SC.H. 40, TUBULAR STEEL GATE END POST Y'IITH C.AP. 5" DIA., II GAUGE, TUBULAR STEEL VERTIC.AL GATE MEMBERS, 5'-0" MAX. O.C.. SPAc.lNG. C.ONc.RETE GRADE BEAM. SEE L-2.05 THROUGH L-2.01 FOR TYPE AND LOC.ATIONS. 1-5/1!>" TUBULAR STEEL PIPE TRAc.K ATTAC.HED TO 5" POSTS Y'IITH IN-LINE HOLDING BRAc.KETS BY MASTER HALc.o OR C.NB ENGINEER APPROVED EGUAL. C.ONTRAC.TOR SHALL DETERMINE TYPE OF BRAc.KET AND 5PEC.IFY IN SHOP DRAY'IING5. 5" Y'IHEEL Y'IITH UNIVERSAL HOLDING BRAC.KET ASSEMBLY, MODEL NO. 11!>422 BY MASTER HALC.O OR ENGINEER APPROVED EGUAL. INSTALL PER MANUFAC.TURER'5 5PEc.lFIC.ATIONS. HELD/ALIGN LOC.KING TABS TO GATE FRAME 4 6" END GATE POST. C.ONTRAC.TOR SHALL PROVIDE SHOP DRAY'IING5 OF Loe.KING TABS. INSTALL ON OUTSIDE OF GATE/POST. C.ITY TO PROVIDE LOC.K. SEE ENLARGEMENT 'G', THIS DETAIL. C.ONC.RETE GRADE BEAM UNDER GATE. SEE DETAIL ENLARGEMENT "D" THIS SHEET. ADJAC.ENT PEDESTRIAN C.ONc.RETE PAVING. SEE DETAIL I, SHEET L-2.01. ADJAC.ENT VEHIC.ULAR C.ONc.RETE PAVING. SEE DETAIL I, SHEET L-2.01. 2" X 2' X !" C.ONTINUOUS ANGLE TRAC.K, GALVANIZED STEEL. 5" DIA. GALVANIZED STEEL GATE Y'IHEEL C.ARRIER ASSEMBLY. 1/2" O.D. GALVANIZED STEEL ANGLE BAR, HELDED TO ANGLE TRAc.K AT 24" o.c.. (2) "4 REBAR, TOP f BOTTOM. 42" HIGH TUBULAR STEEL FENC.E@ FIELD PERIMETER. SEE DETAIL 'I', THIS SHEET. C.OLD JOINT PER DETAIL 2, SHEET L-2.01. (4) #5 VERTIC.AL Y'IITH #5 TIES G 10" O.C.. (3) #5 TIES @ 2" O.C.. 24" DIA. C.ONC.RETE FOOTING AND REINFORc.EMENT AS SHOY'IN PER SEC.TION B-B THIS DETAIL. NOTES, ALL HORIZONTAL ALIGNMENTS SHALL PARALLEL FINISH GRADE. POSTS AND PIC.KETS SHALL BE VERTIC.AL. C.ONTRAc.TOR SHALL PROVIDE SC.ALED SHOP DRAY'IING5 BASED ON FIELD MEASUREMENTS FOR THE C.NB ENGINEER'S REVIEY'I AND APPROVAL PRIOR TO FABRIC.ATION AND INSTALLATION. ALL FENC.E MEMBERS TO BE II GAUGE UNLESS OTHERY'IISE NOTED. HELDING, BEVEL ALL MEMBERS PRIOR TO HELDING. ALL HELDS SHALL BE C.ONTINUOUS AND GROUND SMOOTH. FABRIC.ATION SHALL BE PER FIELD MEASUREMENTS C.ONDUC.TED BY C.ONTRAC. TOR. ALL STEEL < FITTINGS SHALL BE METALIZED AND ZINc./EPOXY TNEMEC. C.OATED, BLAC.K, PER 5PEC.S. SUBMIT SAMPLE OF POST AND RAIL FABRIC.ATION TO SHOY'I HELDS AND FINISH. SEE 5PEc.lFIC.ATIONS. ALL C.ONc.RETE TO BE TYPE IIN, MINIMUM C.OMPRESSIVE STRENGTH PER 5PEC.IFIC.ATIONS. MAXIMUM Y'IATER C.EMENT RATIO (Y'l(e,) TO BE 0.5. SEE GEOTEC.H REPORT. C.ONc.RETE AND REINFORc.lNG INFORMATION INDIC.ATED HEREIN, ARE MINIMUMS ARE BASED ON INFORMATION C.ONTAINED IN THE PROJEC.T GEOTEC.HNIC.AL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOC.UMENTS. 12” X 12” INLET 14” PVC 0 rn z ;o 0 0 ~ rn cl V l ;i ci _j I I I I X ~ I I I I X \ X I X I I I I X I I I I I I I I I I X X X X X x1 x X X X X X X ' k / r 0 0 0 l X X X X X X X X X X 0 12" X 12" INLET----.14" Pvc----. X X 7 X 7 I I I I I I I I I \ \ \ \ FSI 35.63 "I! \ \ I I -----l \ I 24" NYOPLAST DR!Al!N-,B 'I SIN I ----------------~------------~ ' ' YN1. 8" IN V IN NE 3,1.60 I I I ffi X ffi ' ' ' [Q 6" IN V OUT SW 30., 0 12" IN V IN-SEc3r~o~ " JI ->i".Ss -. FSI 34.30 CONNECTION TO STD CURB OUTLET , REFER TO CI VIL PLANS AND DETAILS FIFTH AVE UNDER6ROUND SERVICE ALERT G ALL : 8 11 TV'IO V'IORK IN6 DAYS BEFORE YOU D l6 O' 10' 20' I-<! I I I I ~ a:-- ,,,- FSI 35.74 ,,,- X J. 0 ,,,- /~ L.O.W. X X X ,,,- ~ ,,,- DRAINAGE NOTES 1. THE EXISTING GRADES AND STRUCTURE INFORMATION ARE BASED ON INFORMATION PROVIDED BY CIVTEC. THE CONTRACTOR SHALL VERI FY EXISTING GRADES AND STRUCTURE INFORMATION FOR ACCURACY PRIOR TO THE START OF GRADING, NOTIFY THE OWN ERS REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARIS E AND REDIRECT WORK TO AVOID DELAY. 2. THE CONTRACTOR SHALL VERI FY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING THE WORK. TH E LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN TH E CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATE ONLY. ALL DISCREPANCI ES BETWEEN WHAT IS SHOWN AND TH E ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET OF EXISTING UTILITY DRAWINGS SHALL BE KEPT ON-SITE FOR REFERENCE FOR TH E DURATION OF CONTRACT. 3. PROPOSED GRADES SHALL MEET EXISTING GRADES WITH A SMOOTH AND CONTINUOUS TRANSITION SO AS TO AVOID TRAPPING WATER. CONTRACTOR SHALL NOTIFY OWNERS REPRESENTATIVE IF PUDDLI NG IS SUSPECTED AND REDIRECT WORK SO AS TO AVOID DELAY WHILE AWAITING RESPONS E. 4. COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS . 5. PRIOR TO BEGINNING WORK, ALL CROSSINGS BETWEEN NEW AND EXISTING DRAINAGE AND UTILITY (INCLUDING ELECTRI CAL, DATA, AND COMMUNICATION) LIN E SHALL BE POTHOLED AND VERIFI ED THAT NO CONFLICT WI LL OCCUR. IF A CON FLICT ARISES, CONTRACTOR SHALL IMMEDIATELY INFORM THE OWNERS REPRESENTATIVE AND REDIRECT WORK IN ORDER TO AVOID DELAY. 6. CONTRACTOR SHALL TAKE CARE NOT TO DISCHARGE ANY POLLUTANTS (CHE MICALS, SEDIMITATION, CONCRETE, ET, INTO THE EXISTING SYSTEM). ANY SUCH DISCHARGE SHALL BE IMMEDIATELY CLEANED AND ADDRESSED IN ACCORDANCE WITH TH E APPROVED PROJECT SWPPP. 7. INSPECTIONS SHALL BE IN ACCORDANCE WITH THE APPROVED PERMITS. 9. EXISTING DRAINAGE SYSTEM IS TO REMAIN ACTIVE AND BE PROTECTED THROUGHOUT CONSTRUCTION X X X X ,,,- I I X X X I X SYMBOL DRAINAGE LEGEND DETAIL EXISTING STORM DRAIN LI NE EX ISTING ELECTRICAL LI NE SYNTHETIC TURF STONE BASE DEEPENED SYNTHETIC TURF STONE BASE 1"X12" FLAT DRAIN PERFORATED HOPE STORM DRA IN SYNTHET IC HEADER ATTACHMENT @ NYOPLAST BASIN (\SJ ~~ STORM TECH CHAMBER > DIRECTION O F DRAINAGE FLOW l FSI XXX.XX FINIS H GRADE O F SYNTHETIC TURF INFILL 3-V 0 ~ /_:.- Q 0 X 0 0 -, I .I I I 0 I I 0 I m ] ~ ' : ij ,,,- . ,,,- ,,,- . 0 ,,,- ,,,- / ,,,- ,,,-. I I ,,,- I I I I ·,..J 0 If;, . XI I l ~ I ~ "2fi. ·• - I I ~0 . ,,,-~& ,,,- ,,,-~~ « <i. k'f' ff ,,,- ,,,- ,,,- Cj ,,,- ,,,-u, 9 . ,,,- ,,,-,,,- ,,,- l ,,,-1... . ,,,- 0 ' I CONTRACTOR TO POTHOLE AND VERIFY DEPTH OF EXISTING . ,,,- :....-:: ,,,- ,,,- ,,,- ___;-1.. •• "~~~rt _ff (j k'?:" / ,;:sg;, . . Cj X ,,,-,,,- / ,,,-, ~ 20 '-0" ,,,-1... / ,,,-I... ,,,- ,,,-,,,- . ~-CONNE 0,EXISTING STORM DRAIN • Ll !,fe ro STORM TECH CHAMBE R,,,---· ~ / -,,,- ,,,- -,,,- ,,,- ,,,- ,,,- ,,,- 310 LF @0.65% 16" ST CONTRACTOR>:¥-O POTHOLE AND VERIFY DEPTH OF EXISTING ELEC RICAL LINES ADS STORMTE CH ELECTRICAL LINES + I r I I p,..t,I.OSCAp PLANS PREPARED BY : RECORD DRAWING SET °""""'SHH lie ffi + + I I I I I r r I I + + I I I I I I ~-0 . "~~-I X -<,_~ (j •• k'f' ii>Q;' r .. r r FSI 35 .27 24 "N YOPLAST WEIR 12". IN V IN NW 32 .00 6" IN V OU SW 31 .50 TOP OF WEIR WALL 33,66 I l " WEEP ~OLE 31.50 1 STORM TECH CONNECTION TO STD ,---~ REFER TO CIVIL PLANS AND DETAILS V + I I r I REVIEWED : ~- l I I I I /4 . ~ • ~1 ..--il I I I I I ffi D 7 I 9 I, r I \ -X PLAN Tl NG PLAN N I 0 ..--- I I _J I I-w I w t I (f) w I w (f) I w z I _J I I .~ I ~ I I ~/ I 7476-2 0 (.) <:, '? ~ "ThoS<> 10C0fd documents ha\19 booo pr-red based on infomlation provi-by otho<,; Tho Landscape ArcMoa (Prime Coosultan1) o,-their Sub-Consultants ha\19 not ll<llifi9d tho accuracy or oompletoooss of this information aOO shall oot bo ffisponsiblo for any RECORD DRAWING SET (19P11) GRANT HOWALD PARK REHABILITATION SYN-1.1 -.; .,(') ..J<>: 0 ~-I u 1gmllli ~ {l 08131/2021 r:} 40' 3159 1 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone R MDESIGN GROUP orrors or omissions that may bo ir,corpo,-atod hoffiwith as a ffistAI. • Date: 10/22/2021 2022-10-22 RECORDING DRAWING SET NO. DATE DESCRIPTION OF REVISIO NS (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED: DRAWN: CITY OF NEWPORT BEACH P-5264-S cs TM!TP APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 32 OF 51 cs 201 9-12-05 INSTALLED FLUSH WITH STNE BASE SECTION FGI ELEVATION PILE HEIGHT 'P' 4"MIN. FLAT DRAIN MOISTURE CONDITIONED SUBGRADE PER GEOTECHNICAL REPORT COMPACT TO A MINIMUM OF 92% MODIFIED PROCTOR DENSITY FIELDTURF SYSTEM 4" MINIMUM CRUSHED ANGULAR MODIFIED PERMEABLE STONE BASE, REFER TO SPECIFICATIONS "----SUBGRADE LINER: TRENCH LINER: 16 MIL WOVEN COATED POLYETHLENE LINER NAILER DEPTH: PILE HEIGHT 'P 2-1/2" DEPTH 'D' FROM FGI ELEVATION 1-3/4" FGI ELEVATION 2" X4" COMPOSITE NAILER 3-3/4"TAPCON CONCRETE ANCHOR 18" O.C OR WEDGE ANCHORS 30" ON CENTER PILE HEIGHT 'PL STONE BASE SECTION WRAP LINER BEHIND NAILER ' -. ' - i ' I ,1 -" . . ' ' -' -.. ' GRADE BEAM PER CONSTRUCTION PLAN SHEET AND DETAILS NAILER DEPTH: PILE HEIGHT 'P 2-1/2" DEPTH 'D' FROM FGI ELEVATION 1-3/4" 0-s~T~O~N~E~B~A~S=E~S=E~C~T~IO~N~-----------V NTS 0 ~H~E=A~D~E=R~C~O~N~N=E~C~T~IO~N~----------- NTs BOTTOM FLANGE OF CASTING MUST BE SUPPORTED BY CONCRETE COLLAR (TYP) i GRADE BEAM PER CONSTRUCTION PLAN SHEET AND DETAILS 4" THICK CONTINU OUS CONCRETE PROVIDE FRAME AND GRATE SET TOP OF GRATE TO TOP OF FINISH STONE (TYP) ' I SOLID METAL ACCESS GRATE FIELDTURF SYSTEM 4" THICK CONCRETE -----IS COLLAR (TYP) PERIMETER SUBDRAIN PROVIDE 5' OF SOLID HDPE PIPIN G AT EACH STRUCTURE -ALL OUTLETS (TYP) BACKFILL MATERIAL _ ____. SEE NOTES(TYP) NYLOPLAST BASIN PROVIDE 12" DEEP MAINTENANCE SUMP FIELDTURF SYSTEM_../ 2 HEADER CONNECTION PERIMETER 4 SUBDRAIN PERFORATED SUBDRAIN NYOPLAST BASIN --- I ENDLINE NYOPLAST BASIN BASIN SIZING: 4"0 -12"0 PIPE 15"0-18"0 PIPE 24"0 30"0 NOTES: PIPE PIPE 12"0 BASIN 18"0 BASIN 30"0 BASIN 36"0 BASIN ""THE BACKFILL MATERIAL SHALL BE CRUSHED STON E OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321, OR AS DETERMINED BY LOCAL STANDARDS & SITE ENGINEER. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. CRUSHED STON E BACKFILL SEE NOTE BELOW (TYP) fs'~N~Y~O=P~L=A~S=T~B=A~S=l~N _____________________________________ _ \::__) NTS 7 ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILEON TOP OF STORM TECH ONLY PERIMETER STON E (SEE NOTES) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm} MIRAFI 600X PER GEOTECH REPORT 12" 34" (865 mm) SUBGRADE SOILS (SEE NOTE4) D C PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 6" (150 mm) 18 .. MIN (450 mm) MIN' 16" (405 mm) L 12" TYP DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" ACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMS MAINTENANCE SCHEDULE MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION / DENSITY REQUIREMENT CLASSIFICATIONS FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED D TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIUROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PAVEMENT OR UNPAVED FIN ISHED GRADE ABOVE NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER. BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR C TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES, <35% FINES OR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT PROCESSED AGGREGATE. MSHTO 57 PROCESSED AGGREGATE MATERIALS. ROLLER GROSS SUBBASE MAY BE A PART OF THE 'C' LAYER VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN) DYNAMIC FORCE NOTTO EXCEED 20,000 lbs (89 kN). EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS B FROM THE FOUNDATION STONE ('A' LAYER} TO THE 'C' LAYER CLEAN, CRUSHED, ANGULAR STONE MSHTO 57 NO COMPACTION REQUIRED ABOVE A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE MSHTO 57 PLATE COMPACT OR ROLL TO ACHI EVE A FLAT SURFACE.2•3 SUBGRADE UP TO THE FOOT (BOTTOM} OF THE CHAMBER. PLEASE NOTE: 1 THE LISTED MSHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE "CLEAN, CRUSHED, ANGULAR NO. 4 (MSHTO M43} STONE" 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQU IREMENTS. 4. ONCE LAYER 'C' IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQU IREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION NOTES: 1 CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 {POLETHYLENE) OR ASTM F2418-16a (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" 2 SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" 3 THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE {ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS 5 REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2" • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a} THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2922 SHALL BE GREATER THAN OR EQUAL TO 400 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F I 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. ADS STORMTEC CHAMBER NTS UNDER6ROUND SERVICE ALERT GALL: 811 TV'IO V'IORKIN6 DAYS BEFORE YOU Dl6 o· 10' 20' 40' l'-1,OSCAp 1i,1'SACl-f l ie " (.) <:, '? ~ -.; .,(') ..J"' 0 ~-I u 1gmllli ~ {l 08131/2021 r:} FIELDTURF SYSTEM STONE BASE SECTION DISTANCE BETWEEN DRAINS REFER TO PLANS 1.5"X12" FLAT DRAINS TO BE LAID ON MEMBRANE TRENCH ED INTO SUBGRADE SUBGRADE LINER: STONE BASE SECTION FIELDTURF SYSTEM FLAT DRAIN SLOPESUBGRADEFROM -../ CROWN TO TRENCH LINE ASTM ANGULAR AASHTO _ ____. #57 PIPE BEDDING 16 MIL WOVEN COATED POL YETHLENE LINER PERFORATED HOPE PIPE, REFER TO _ __,,- DRAINAGE PLAN INSTALLED FLUSH WITH STNE BASE SECTION LINER AS SPECIFIED SLOPE PER ~ i-~-----00+36" ----------i J_ SLOPE SUBGRADE TO TRENCH LINE FINE GRADE AND PROOF ROLL SUBGRADE GRADE BEAM PER CONSTRUCTION PLAN SHEET AND DETAILS 0 ,_F~L=A~T~D=R~A~l~N~D~E=T~A~IL~------------ NTs ~,_S~T~A~N~D=A~R~D~S~U=B=D~R=A~IN~S~E=C~T~l~O~N~--------------------------------0 NTS 1 STONE BASE SECTION i----------------15"-0" ------------------! FIELDTURF SYSTEM SLOPE PER ...E!:8!:I ASTM ANGULAR AASHTO #57 PIPE BEDDING _ ____.- COVER ENTIRE ISOLA TOR ROW WITH ADS _ __,,- GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 8' (2.4m) MIN WIDE 16 MIL WOVEN COATED POLYETHLENE LINER TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS 1/4" MAX OF #89 CHIP STONE FOR PLANARITY. BRING #57 STONE TO THE FINISH SURFACE THEN TOP DRESS FOR PLANARITY AND LOCK UP STONE. SLOPE PER ~ SLOPE 2% II I - - - - - ----~~- ,1111111111 111 i'll11 i'lllli'll11 i'll11i'll11 i' 111i'II ' i------58' ____ _, 6" (150 mm) DEPTH OF STONE f--40' ..... ASTM ANGULAR AASHTO #57 PIPE BEDDING GRADE BEAM PER CONSTRUCTION PLAN SHEET AND DETAILS ADJACENT CONDITION VARIES, REFER TO CIVIL PLANS 16 MIL WOVEN COATED POLYETHLENE LINER CONTRACTOR TO POTHOLE AND VERIFY STON E SECTION IS ABOVE EXISTING ELECTRICAL LINE. 0f-D~E=E=P~E=N~E=D~S~T=O~N=E~B~A=S=E~S~E=C~T~IO~N _______________________________ _ \::.__) NTS SC-310 TECHNICAL SPECIFICATION NTS 1 907" (2304 mm) ACTUAL LENGTH 1 85.4" (2169 mm) INSTALLED LENGTH ¢, BUILD ROW IN THIS DIRECTION OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION} START END COVER ENTIRE ISOLA TOR ROW WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 8' (2.4 m) MIN WIDE MIRAFI 600X ON BOTTOM AND --t----Jli SIDES OF STORM TECH 8" FIELD SUBDRAIN CONNECTION IN, INV 31.60 6" INV OUT TO STREET, INV 30.00 12" INV OUT TO STREET, INV 30.00 TWO LAYERS OF ADS GEOSYNTH ETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS SC-310 CHAMBER 16 MIL WOVEN COATED POL YETHLENE LINER 12" INV IN 32.00 FROM STORM TECH 1'-0"MIN. 33.60 OVERFLOW WEIR, 1'-0" BELOW FG. NOS NYOPLAST WITH WEIR STRUCTURE 1" WEEP HOLE ELEV 31.50 6" OVERFLOW INV OUT, ELEV 31.50 1~ (39~~ 16.0" (406 mm) 24" NYOPLAST BASIN SC-310 ISOLATOR ROW DETAIL NYOPLAST WEIR NTS ' NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) CHAMBER STORAGE 34.0" X 16 O" X 85.4" 14.7 CUBIC FEET 31.0 CUBIC FEET 35.0 lbs. MINIMUM INSTALLED STORAGE' WEIGHT 'ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERS STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PART# STUB A SC310EPE06T / SC310EPE06TPC 6" (150 mm) 9.6" (244 mm) SC310EPE06B I SC310EPE06BPC SC310EPE08T / SC310EPE08TPC 8"(200 mm) 11.9" (302 mm) SC310EPE08B I SC310EPE08BPC SC310EPE10T / SC310EPE10TPC 10"(250 mm) 12.7" (323 mm) SC310EPE10B I SC310EPE10BPC SC310EPE12B 12"(300 mm) 13.5" (343 mm) ~ ~ -----r 340" (864 mm) (864 mm X 406 mm X 2169 mm} (0.42 m') (0.88 m') (168kg} I A I ~ B B 5.8" (147 mm) -- 3.5" (89mm) -- 1.4" (36 mm) -- -- C -- 05" (13 mm) -- 06'' (15mm) -- OT (18 mm) 0.9" (23mm) ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694 _ • FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW TH E BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm) BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL NOTE: ALL DIMENSIONS ARE NOMINAL PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone R MDESIGN GROUP NO. RECORD DRAWING SET "ThoS<> 10C0fd documents ha\19 beoo pr-red based on infomlation provi-by m1>o<,; Tho Landscape ArcMoa (Prime Coosultan1) o,-their Sub-Consullan1s havo not ll<llifi9d tho accuracy or oomplet0ooss of this information aOO shall oot I><> ffisponsibl0 for any "''°" or omissions that may I><> ir,corpo,-at<>d h<lffiwith as a ffistAI. • Date: 10/22/2021 2022-10-22 RECORDING DRAWING SET DATE DESCRIPTION OF REVISIONS RECORD DRAWING SET INTEGRATED DUCTILE IRON FRAME & SOLID LID TO MATCH BASIN OD. INVERT ACCORDING TO PLANS/TAKE OFF SIZE OUTLET ADAPTERS PER PLAN: 12" FOR CORRUGATED HOPE WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) C] 4"(457 mm) MIN WIDTH --===1--MSHTO H-20 CONCRETE SLAB _ 6" (203 mm} MIN THICKNESS A NYLOPLAST DRAIN BASIN NTS REVIEWED: ADAPTER ANGLES VARIABLE 0°-360° ACCORDING TO PLANS 6" (152 mm) MIN BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE ASTM D2321 CLASS I OR II CRUSHED STONE OR GRAVEL AND BE PLACED UN IFORMLY IN 12" (305 mm) LIFTS AND COMPACTED TO MIN OF 90% ' ' ' ' ' PLAN Tl NG PLAN ' ' GRANT HOWALD PARK REHABILITATION (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED: DRAWN: CITY OF NEWPORT BEACH cs TM!TP APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT cs 2019-12-05 7476-2 (19P11) SYN-1.2 P-5264-S SHEET 33 OF 51 SYMBOL (9 (9 e el C, e e • (') 0 0 0 C, C, e • ~ ~ 9 ~ e e = 0 @ @ § ~ ® WV ·----~ -·-·-·-·-· ·-·-·-·-·-· -·-·-·-·-· ·-·-·-·-·-· -·-·-·-·-· -·-· ® IRRISATION EQUIPMENT LESEND MANUFAGTURER MODEL NO. I DESCRIPTION GPM PSI RADIUS PREGIP. DETAIL RAIN BIRD TORO TORO TORO TORO TORO RAIN BIRD RAIN BIRD RAIN BIRD RAIN 3IRD TORO RAIN BIRD RA.IN BIRD RAIN BIRD RD-06-S-PBO-F/5Q-B/PGS025 6" POP-UP BUBBLER HEAD JAIITH 5Q-B STREAM NOZZLE JAi TH A PGS-040 SC-REEN EACH SYMBOL REPRESENTS HUL TIPLE HEADS ON OPPOSITE SIDES OF THE TREE TYPIC..AL. USE TY'iO (2) HEADS ON 56" BOX TREES AND SMALLER. USE FOUR (4) HEADS ON 48" BOX TREES AND LARGER 510Z-6P-FRX-GOM 6" FOP-UP T1.JRF HEAD J,-,IITH 5Q/FH "O" NOZZLES 510Z-6P-PRX-GOM 6" POP-UP TURF HEAD J/',,!ITH 8Q/8T/8H/8F "O" NOZZLES 510Z-6P-PRX-GOM 6" POP-UP TlJRF HEAD WITH IOQ/IOT/IOH/IOF "O" NOZZLES 5102-bP-PRX-COM b" POP-UP 11.JRF HEAD Y"<ITH I20/I2T/I2H/I2F "O" NOZZLES 510Z-6P-PRX-GOM 6" POP-UP TIJRF HEAD WITH 15Q/15T/15H/15F "O" NOZZLES 5001&-PL-(PC)-SAM-R b" POP-UP TURF ROTOR Y"<ITH MPR-25 NOZZLES (RED) 5006-PL-(PG)-SAM-R 6" POP-UP TURF ROTOR WITH HPR-30 NOZZLES (GREEN) 500b-PL-(PC)-5AM-R b" POP-UP 11.JRF ROTOR Y"<ITH MPR-35 NOZZLES (BEl&E) 8005-SS 5" POP-UP LAR6E RADIUS TURF ROTOR WITH A S.S. STEl'-1 A #8 NOZZLE 510Z-12P-PRX-GOM 12" POP-UP HEAD WITH PRN-A/F PRECISION ROTATINiS-NOZZLE .4 (0.8 OR lh) 30 .1-.13 so .11-.66 30 .25-1.0B 30 .31-1.48 30 .58-2.SI so 1.00, I.B8, l.~8, B.82 45 1.40, 1.85, 2.Gl6, 5.18 45 I.Gl2, 2.46, B.81, 1.58 45 6.6 50 .25-1.62, 2.56 40 XFS-Gl-12 LANDSCAPE DRIP TUBING W/ .GI GPH EMITTERS 12" ON GENTER, INSTALL TUBING ROWS A MAXIMUM OF 16" APART. N/A 3.0 IN./HR. 5 FT. 1.0 IN./t-lR. 8 FT. 1.0 IN./HR. 10 FT. 1.0 IN/HR. 12 FT. 1.0 IN./HR. 15 FT. 1.0 IN/HR. 25 FT 0.10 IN./HR. 30 FT 0.10 IN./HR. :35 FT 0.10 IN./HR. 4Gl FT 1.64 IN./HR.(Q) 0.82 IN./HR. (HJ 0.42 IN./HR (F) 14-26 FT. 0.56 IN./HR. ALL TUBINiS SHALL BE INSTALLED 3" BELOV'l FINISHED SOIL 5RADE W/ ~" PVG C..OATED WIRE STAKES FIVE (5) FEET ON C..ENTER; VERIFY THE LAYOUT AND SPAC-ING IN THE FIELD PRIOR TO STARTING WORK. THIS DRIP TUBING 15 FOR USE IN SHRUB AREAS ONLY. DRIP LINE TO BE INSTALLED OUTSIDE OF OF TREE TRUNK FLARE. PVG HEADER/FOOTER, SIZE TO MATCH LATERAL (B/4" HIN), 1--'VXF DRIPLINE FITTIN5S AND APPROPRIATE PVG FITTIN5 FOR GONNEGTION BETWEEN PVG LATERAL LINES AND DRIP TUBING. ALL G-ONNEGTIONS BETJ/',IEEN DRIP TUBIN5 SHALL BE MADE USIN5 RAIN BIRD XF f=ITTIN5S. BVALS0-15 -MANUAL FLUSH VALVE AT END/MIDDLE OF DRIPLINE :3/4" PGV FLUSH HANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A SEPER.ATE VALVE BOX, ONE AT THE END OF TIJBING RUNS IN EAGH DIREC-TION. INSTALL MIN. ONE FLUSH VALVE PER 1000' OF TUBING IN EAGH DIR.EC-TION ON DRIPLINE FLUSH HANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER DETAILS. A,B A A A A A A A A A A C.,D C,D E *SEE Sf-JEET L3.02 FOR COMPLETE IRRIGATION EQUIPMENT LEGEND (JI 4' eoul 3 ' X X X 0 00 X cl X X X X X CONNECT TO NEY'< MAINLINE-~ TO EXISTING VALVE HANIFOLD. X X X REMOVE EXISTING (2) PULL BOXES IN PAVEMENT. ALL Y'!IRE5 SHALL BE CONNECTED FROM CONTROLLER TO NEY'! PULL BOX IN PLANTING AREA X X ''&---2" I IRRIGATION NOTES: NOTE A MAINLINE AND RELATED EQUIPMENT SHOV'<N WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE Y"<ITHIN PLANTERS AND A MINIMUM OF IB" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYf' . NOTE B, BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED Y"<ITH TREES AND AS DIRECTED BY OV'<NER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C, CONTRACTOR SHALL PROVIDE THE C.ITY ENGINEER WITH THREE (3) NEATLY DRAY'!N LAHINATED IRRIGATION CONTROLLER CHART. NOTED, I HAVE COMPLIED Y"<ITH THE CRITERIA OF THE CURRENT CALIFORNIA STATE HODEL WATER EFFICIENT LANDSCAPE ORDINANCE (HY'IELO) AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF NATER IN THE IRRIGATION DESIGN PLAN NOTE E, REFER TO SHEETS L-3.02 FOR IRRIGATION LEGEND AND L-4.0I FOR ADDITIONAL IRRIGATION DETAILS L.O.W. X EXISTING IRRIGATION NOTES, NOTE I, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAHAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE Y"<ITH SAME MANUFACTIJRER AND MODEL. NOTE 2, ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER. ANY NEW IRRIGATION CONTROL VALVES SHALL BE CONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OV'<NER'3 AUTHORIZED REPRESENTATIVE PRIOR TO STARTING V'<ORK AND UPON COHPLETION OF V'<ORK. NOTE 3, CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REHOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPHENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEHENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPHENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK. NOTE+ CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING V'<ORK AND AGAIN PRIOR TO STARTING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. NOTE 5, CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLAC.EHENT OF ALL SCH 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS Y"<HERE PIPE CROSSING WILL QC.CUR. Y"<HEN PIPE SIZE 15 NOT AVAILABLE USE b" SLEEVING HATERIAL. CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSC.APE CONSTRUCTION. NOTE 6, EXISTING IRRIGATION IN THIS AREA SHALL BE PROTEC.TED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND HAKE ADJUSTHENTS TO CAP OFF OR MODIFY THE EXITING SYSTEH TO HEET THE NEY'< LANDSCAPE CONDITION IF NECESSARY. □□q□D□ D 1 / RUN (2) SPARE Y"<IRE5 AND (I) COMHON Y"<IRE TO END OF HAINLINE AND ) INST ALL IN A PULL BOX. / INTERCEPT EXISTING CONTROL Y"<IRES AND INST ALL NEW PULL BOX. RUN NEY'< Y"<IRES FROM CONTROLLER TO PULL BOX TO NEY'< AND EXISTING VALVES. 15''--,C--------c3''~---, I I I I ,. " -"--'-L..! EXISTING RAIN MASTER----,-1 ,__--i, A E □ □ □ 4' CONTROLLER PROTECT IN PLAC.E. C.ONNEC.T TO NEY'! HAINLINE TO EXISTING TENNIS COURT Y'<ASH DOWN SYSTEH. ■ .. __ ·-,_·-,_·-,_·-._·-._·-._·-._·-._·-._·-._·-._·-._·-._·-._·-._·-._·-._·-._·-.. I I 1' .25" -x· x== ===x • X • x---,,==q,0·=-aa·=-cc·-·- 11238 G) 0 5 rn z ~ 0 !) ~ rn 3 ' I I" . ,, .. I I I" I I I 'I I" I I I I I I I I I ,wo 2 I .15" IT I ., 14 X .56'/HR HZ-2 3,703 33 i _.,----CONTRACTOR SHALL REVIEY'< ---tc__ EXISTING IRRIGATION IN THESE AREAS VALVES Al, A2, AND AT Y"<ITH THE CITY PRIOR TO INSTALLATION. -IF THE CITY DEEMS THE AREAS TO BE IN GOOD V'<ORKING ORDER, THE CONTRACTOR SHALL C.REDIT THE CITY THE (3) VALVES AND ALL IRRIGATION CONNECTED TO THEH. I I I .56"/HR HZ-2 X .56"/HR HZ-2 3.IJ'/HR HZ-5 1.IJ8''.IHR HZ-1 2' " ,WEO cc, N IRRIGATION PRESSURE CALCULATION ~IG~EST FLOW AT ~IG~EST ELEV A TION STATION i,,A2 c A9 STATIC PRESSURE, FARTI-IEST SYSTEM/ MAX. GPM DEMAND, I-IIGI-IEST FLOW SYSTEM L.F. SIZE 2" 330' 2" 1,5" 1.5" 1.5" 3" VAR. MISC. TYPE EXIST BRASS BRASS BRASS PVC CL.315 SCl-l.40 FITTINGS DESCRIPTION WATER METER BACKFLOW/STRAl'IER MASTER VALVE FLOW SENSOR CO'ITROL VALVE MAl'I LINE LATERAL LINE ALLOWANCE COMPO'IE'IT LOSSES, MIN. REO'D BY e-EAD, ELEVATION LOSS,Q'TO O' 80PSI 50 GPM C2 VALVES) GPM UNIT PSI LOSS 50.0 1.9 50.0 14.0 50.0 3.8 50.0 2.0 33.0 3.5 50.0 2.7 4.0 2.0 33.9 PSI 40 PSI 0 PSI TOT AL PRESSURE REO'D AT METER 73.9 PSI RESIDUAL PRESSURE 6.1 PSI UNDER6ROUND 5ERVIC.E ALERT GALL: 811 TV'IO V'lORKINS DAYS BEFORE YOU DIS 1.08'/HR 1,406 HZ-1 ,wo ! ! 0' 10' 20' I ,,-GONNEGTED TO EXISTING WATER INE 29.5' I I I I I I I I I I I I I I I I ~-EXISTING SCORE BOARD CONTROLLER TO BE REMOVED AND TURNED OVER TO CITY STAFF. 3.0'/HR HZ-5 1---__. H-9cl I I I I 111------+---I I I 44.5' -- FIFTH AVE 40' ~-EXISTING BOOSTER PUHP AND BACKFLOY'< PREVENTER TO BE REHOVED AND TlJRNED OVER TO CITY PARKS STAFF. 3.0'MR N/A HZ-5 3.0'rl-lR N/A HZ-5 5 1.0S'MR 2,130 HZ-1 24 72' ~-IRRIGATION POINT OF CONNECTION, EXISTING 2" DOHESTIC WATER HETER. BOPSI STATIC WATER PRESSURE REQUIRED. MAXIMUM FLOW IOOGPM. AVG. FLOY'< 50GPH DURING IRRIGATION. PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdeslgngmup.com [949) 493-2690 fax [949) 493-2600 phone --·• GROUP R MDESIGN 8' REFER TO LANDSCAPE CONSTRJJCTION PLANS, SHEET L-2.I3 AND SHEET L-4.0I DETAIL 'H' FOR QUIC.K COUPLER INSTALLATION IN CONCRETE NEAR ARTIFICIAL TURF. ONLY QUIC.K COUPLERS SHALL BE INSTALLED IN ARTIFICIAL TURF 00' L.0.W. 3.0''/HR HZ-5 1.08'/HR HZ-1 NIA 13 2,099 SCE NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE LATEST APPROVED SCE IMPROVEMENT PLANS FOR FIFTH AVE AND SHALL REVIEW PLANS TO FAMILIARIZE THEMSELVES WITH UTILITY LINE, PROPOSED AND EXISTING UTILITIES, AND ALL RELATED IMPROVEMENTS. • Glasir Design Irrigation Consulting CID#6004-gla~irde~1g11. com RECORO DRAWING SET -rn .. e reooraGOClJmem nava Deon prsparea t>aoea on lnrDrTna11Dn pr0\"1<18<1 b'f 01ners. TOO Landooapo """"lect (Prima Con,ularl) or 111eir SJD-Coneullins haw not wrmoo Hle eccuraq.-ar comple1eneH ol -lrformallon and Blial not be "'"?l'RIIH li:r any errom or omlaalom flat maybe lnc:orpomted h-au meult." Date: 10/22/2021 2022-10-22 RECORDING DRAWING SET NO. DATE DESCRIPTION OF REVISIONS RECORD DRAWING SET APPROVED (ENGINEER'S SEAL) N/A 17 REVIEWED: CONTRACTOR SHALL HAND DIG~---{ TRENCHES AROUND EXISTING TREES TO INSTALL NEW BUBBLER SYSTEH. O' ' . n X X 3' II1--1c------ti I I I I "' 0 I I l,l!l--------lf---1 1 I I I I If------< I I I I l1tt--1c-----i 1 • (") I _J ..... w w I Cl) w w Cl) - • lt--------1 I ~ I ...J 11----1 1 ~ lllll]_J I I ..... .~ If--------' I w I I w : ~ I ~ ----0:: I -1 - I I IRRIGATION PLAN [ll'j \ 7 I b SCALE: N.T.S. GRANT HOWALD PARK REHABILITATION CITY PROJECT MANAGER DESIGNED: DRAWN: CITY OF NEWPORT BEACH cs TMfTP CHECKED: DATE: PUBLIC WORKS DEPARTMENT cs 2019-12-05 7476-2 (19P11) L-3.01 P-5264-S SHEET 34 OF 51 IRRIGATION EOUIPNENT LEGEND S.,.,MBOL MANUFAGTURER MODEL NO. / DESC..RIPTION GPM PSI RADIUS PREGIP. DETAIL C) (9 e ID " e e • 0 0 0 0 " e e • ~ ~ 9 ~ e 6} ~ e @ @ @ ®l) (§1 WV ·-·-·~ -·-·-·-·-· ·-·-·-·-·-· -·-·-·-·-· ·-·-·-·-·-· -·-·-·-·-· -·-· ® ~ ~ B @ • ~ ® [EJ ----- NO SYMBOL NO SYMBOL NO SYMBOL RAIN BIRD TORO TORO TORO TORO TORO RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD TORO RAIN BIRD RAIN BIRD RAIN BIRD P.O.G. FEBGO GRISY'!OLD RAIN "1ASTER MATGO RAIN BIRD GRISY'IOLD RAIN BIRD RAIN JvlASTER N/A RD-06-S-P30-F/5Q-B/PGS025 6" POP-UP BUBBLER HEA::J WITH 5Q-B STREAM NOZZLE V'{ITH A PGS-040 SC.REEN EAGH SYMBOL REPRESENTS HUL TIPLE HEADS ON OPPOSITE SIDES OF THE TREE TYPICAL. USE Tr-10 (2) HEADS ON 56" BOX TREES AND SMALLER USE FOUR (4) HEADS ON 48' BOX TREES AND LARGER 51OZ-6F-PRX-GOM 6" POP-UP TURF 1--EAD HITH 5Q/FH "O" NOZZLES 510Z-6P-PRX-GOM 6 11 POP-UP TURF 1-EAD HITH 8Q/8T/8H/8F "O" NOZZLES 510Z-t,P-PRX-COM t," POP-UP 11..JRF t--f:AD HITH IOQ/IOT/IOH/IOF "O" NOZZLES 510Z-t,P-PRX-COM t," POP-UP 11..JRF 1-:EAD HITH 12Q/12T/12H/12F "O" NOZZLES 510Z-6P-PRX-COM 6" POP-UP 11..JRf' t-EAD HITH 15Q/15T/ISiH/15f' "O" NOZZLES 5006-PL-(PC)-SAM-R 6" POP-UP TURF ROTOR vslTH MPR-25 NOZZLES (RED) 5006-PL.-(PG)-SAM-R b" POP-UP TURF ROTOR HITH MPR-30 NOZZLES (GREEN) 5006-PL-(PC)-SAM-R 6" POP-UP TURF ROTOR vslTH MPR-35 NOZZLES (BEIGE) 8005-SS 5" POP-UP LARGE RADIUS TURf' ROTOR WITH A S.S. STEM A =1;8 NOZZLE 510Z-12P-PRX-GOM 12" POP-UP HEAD WITH PRN-A/f' PRECISION ROTATIN6 NOZZLE .4 (0.8 OR 1.6) 30 .1-.13 50 .11-.66 30 .23-1.03 30 .31-1.48 30 .58-2.31 30 1.00, 1.38, l.'18, 3.82 45 1.40, 1.85, 2.'16, 5.18 45 I .'12, 2.461 3.81, 1.58 45 6.6 50 .25-1.62, 2.56 40 XFS-~-12 LANDSCAPE DR P TUBING W .~ GPH EMITTERS 2" ON CENTER. INSTALL TUBING ROvsS A HAXIMUH OF 16" APART. N/A 5.0 IN_/HR. 5 FT. 1.0 IN./HR. 8 FT. 1.0 IN./HR. 10 FT. 1.0 IN./HR. 12 FT. 1.0 IN./HR. 15 FT. 1.0 IN./HR. 25 FT 0.10 IN./HR. 50 f'T 0.10 IN./HR. 55 f'T 0.10 IN./HR. -4<1 FT 1.64 IN./HR.(Q) 0.82 IN./HR. (H) 0.42 IN./HR. (F) 14-26 f'T. 0.56 IN./HR. ALL 11..JBING SHALL BE INSTALLED 5" BELOW FINISHED SOIL GRADE IAI/ 'i" PVG GOATED WIRE STAKES FIVE (5) FEET ON GENTER; VERIFY THE LAYOUT AND SPACING IN T--tE f'IELD PRIOR TO STARTING V'lORK. THIS DRIP TUBING IS FOR USE IN SHRUB AREAS ONLY. DRIP LINE TO BE INSTALLED OUTSIDE OF OF TREE TRUNK FLARE. PVG HEADER/FOOTER, SIZE TO MATCH LATERAL (3/4" MINJ, rl/XF DRIPLINE FITTIN6S AND APPROPR.IATE PVC.. FITTIN6 FOR CONNECTION BETHEEN PVG LATERAL. LINES AND DRIP -uBIN6. AL.L. CONNECTIONS BETWEEN DRIP TUBIN6 SHALL BE Jv!ADE USIN6 RAIN BIRD xr f'ITTINGS. BVAL50-IS -HANUAL FLL.SH VALVE AT END/MIDDLE OF DRIPLINE 5/4" PCV FLUSH MANIFOLD LINE, INSTALL f'LUSH VALVE INSID;:: A SEPER.ATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL HIN. ONE FLUSH VALVE PER 1000' or TUBIN6-IN EACH DIRECTION ON DRIPLINE FLUSH HANlf'OLD. INSTALL 18" FR.OM PAVING. INSTALL ALL f'LUSH EQUIPMENT PER DETAILS. 2" DOMESTIC WATER IRRIGATION METER J,-,IITH 3" SERVICE LINE, VERlf'Y SIZE, LOCATION AND STATIC IAIATER PRESSURE IN FIELD 8'.25Y 2" RIP BACK =Law PREVENTION DEVICE HITH IAl'fE STRAINER, INSTALL HITH BRASS NIPPLES, UNIONS AND FITTINe5, SIZED PER DEVICE 500XL-HLR 2'' BRONZE, Hl6H LOV'\ RANGE (10-125 PSI) PRESSURE REGULATOR, HITH SINGLE UNION FIPT X FIPT CONNECTIONS, INSTALL PRESSURE REGULATOR ON T+·E DOHNSTREAM SIDE OF THE BACK FLOv-1 DEVICE. SET WATER PRESSURE TO 10 PSI AEOVE DESIGN PRESSURE SHOWN ON FOG NOTES. STRONG BOX SBBG-45SS "SMOOTH TOUCH" STAINLESS STEEL LOCKING BACK f'LOW DEVICE ENCLOSURE BAGKFLOW SHA.LL BE INSTALLED ON LEVEL GRADE, 4' FROM ANY PAVING, AND PAINTED GREEN. MODEL 2OOOK I 1/2" NORMALLY CLOSED MASTER C-ONTROL VALVE, v-.llRE TO C-ONTROLLER USING 14 GAUGE Y'llRE Y'llTHIN A I" CO\IDUIT, INSTALL PER HANUf'ACTURER'S RECOMMENDATIO\IS. f'S-Bl50 1.5" FLOH SENSO'<., HIRE TO CONTROLLER USING 14 GAUGE V'IIRE HITHIN A I" PVG GONDlJIT, I\ISTALL PER MANUFAClLIRER'S REGOMHENDATIONS. 154 SERIES f'ULL PORT BRASS BALL VALVE, LINE SIZE, INSTALLED IN A REGTANGlJLAR BOX 44L"<.G I" QUICK COUPLER VALVE v-llTH LOCKING COVER, INSTALL WITHIN 10" ROUND VALVE BOX IXX-DIAIS-PRV (I", I 1/2"; SERIES BRASS REJv!OTE CONTROL VALVE WI PRESSURE REGULATOR VALVE, SIZE AS SHOIAIN XCZ-100-PRf' (I") DRIP ZONE KIT. INSTALL HITHIN RECTANGULAR VALVE BOX EXISTING WALL MOUNT RAIN MASTER CONTROLLER. WIRE NEH VALVES, MASTER VALVE, AND FLOY'I SENSOR DIRECTLY TO EXISTING GONTROLLERS. GONTRAGTOR SHALL USE NEY'\ GONTROL WIRE WHEREVER POSSIBLE AND HAY ONLY USE EXISTING GONTROL HIRE IN AREAS THAT DO NOT R=GUIRE NEJA! TRENC-HIN6 A\ID/OR ARE UNDER PAVING. 120 VOLT ELECTRICAL POHER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD AS APPROVED PVG PIPE 5/4" -2.5" SGH. 40, AS LATERAL LINES 12" BE.LO.Al GRADE AS APPROVED PVG PIPE 2" SCH.BO O"<. 5" GL. 515 SOLVENT Jrl.ELD Y'llTH SC-H.BO f'ITTINGS AS Jv!AINLINES 24" BELOY'l GRADE, REFER TO PLAN FOR SIZES AS APPROVED PIPE SCH. 40 AS SLEEVING, 2 TIMES THE DIA1'-1"ETER or PIPE OR Y'llRE BUNDLE C-ARRIED PLACE BELOIAI ALL PAVING, HARDSGAPE ETC. AND AS DIREC-TED BY OIAINER'S AUTHORIZED REPRESENTATIVE. AS APPROVED IRRIGATIO'I CONTROL WIRE #14UF AHG DIRECT BL-RIAL (U.L. APPROVED) RAil\. BIRD 44 DRC I" QUICK COUPLER IN CONCRETE C-OMPOSITE BOX. NSTALL PER DETAILS AND SUPPLY CITY WITH (5) SPARE KEYS AS APPROVED IRRIGATIO\l GONTROL JAIIRE 10'' ROUND PULL BOX Y'llTH /'!IRE SPLICES AND CONNECTORS SPEARS DS-100 DRI-SPLIC:: Y'llTH GRIMP SLEEVES WIRE CONNECTORS AND DS-300 DRI-SFLICE SEALANT FOR USE ON ALL HIRE CONNECTIONS NDS PRO SERIES/PRO SERIES PLUS VALVE BOXES, SIZE PER EQUIPMENT DETAILS, LEGEND, AND SPEGIFIGATIONS. f'OR FLUSH VALVES AND AIR RELIEF VALVES USE HODEL 208BC, 10" ROUND SHALL BE MODE.L 312BC-B, 14" X 1-=1"" STANDARD RECT. SHALL BE MODE.L 514-BGB, 13" X 20" JUMEO REGT. SHALL BE MoD::L 318BGB 13" x 24" JUMBO REGT. SHALL BE MODEL 222BGB, 11" X 50" JUMBO REGT. SHALL BE HODEL 226BC-B. VALVE BOXES SHALL HAVE GREEN BODIES AND GREEN LIDS. FOR USE IN NON-VEHICULAR TRAFFIC. SITUATIONS ONLY. DO NOT INSTA.L.L IN GONC-RETE OR ASPHALT. C..ONT"<.OL VALVE SYMBOL _,.......,-----INDICATES VALVE NO. PRECIP No. AREA -INDICATES SQUA'-:.E FOOT AREA HZ Size 6PM -INDICATES 6PH "--------INDICATES VALVE SIZE HYDRO ZONE HYDR.OZONE DESCRIPTION I LOH HATER SHRUBS Y'llTH DRIP 2 LOH v-.lATER SHRUBS Y'llTH ROTARYS 3 SLA HIGH v-lATER TURf' !Al/ SPRAYS 4 SLA HIGH HATER TURF HITH ROTORS 5 TREES IRRIGATED 1-"llTH BUBBLERS A,B A A A A A A A A A A C,D E N/A F G.H H J K L N/A NIA N N 0 N.O M NIA N/A N/A IRRIGATION PRESSURE CALCULATION 1-HGl-lEST FLOW AT 1-llGl-lEST ELEV A TION 2015 MWELO WATER EFFICIENT LANDSCAPE WORKSHEET Grant Howald Park, Newport Beach CA. Reference Evapotranspiration (ETo): 43.2 Hydrozone 1' /Planting DescriptionH Plant Factor (PF) Irrigation Irrigation Methodb Bficienc:y (IEt Regular Landscape Areas #1 Med Low 0.3 Drip 0.81 #2 Med Low 0.3 Rotary 0.75 Special Landscape Areas #3 Turf #4 Turf Totals Totals ETAF (PF/IE) 0.37 0.40 Landscape Area (sq, ft,) 9,097 7,030 16,127 3,243 22,709 25,952 ETAF X Area 3,369.26 2,812.00 6,181.26 3,243.00 22,709.00 25,952.00 ETWU Total Maximum Allowed Water Allowance (MAWAt a Referto legend for Hydrozone description. d ETWU (Annual Gallons Required) = Eto x 0.62 x ETAF x Area where 0.62 is a conversion factor that converts acre-inches per acre per year to gallons per square foot per year. e MAWA (Annual Gallons Allowed) = ( Eto) ( 0.62) [ (ETAF x LA) + ((1-ETAF) x SLA)] where 0.62 is a conversion factor that converts acre-inches per acre per year to gallons per square foot per year, LA is the total landscape area in square feet, SLA is the total special landscape area in square feet, and ETAF is .55 for residenUal areas/parks and 0.45 for non-residential areas. ETAF Calculations Regular Landscape Areas Total ETAF x hea 6,181 Total Area 16; 127 Average 0.38 ETAF All Landscape Areas Including SLA Total ETAF x Total Area Sitewide ETAF 32,133.26 42.079 0.76 I Average ETAF for Regular Landscape Areas must be 0.55 or below for residential areas/parks, and 0.45 or below for non...,-esidential areas. Estim ated Total Water Use (ETWU)d 90,242.24 75,316.61 165,558.85 86,860.51 608,237.86 695,098.37 860,657.22 932,668.43 ST A TION ~,Bl2 ST A TIC PRESSURE, FARTHEST SYSTEM/ MAX. GPM DEMAND, HIGHEST FLOW SYSTEM L.F. SIZE z 2" 2" 560' 3" VAR. MISC. TYPE EXIST BRASS PVC CL.315 SCH.40 FITTINGS DESCRIPTION WATER METER BACKFLOW/STRAINER CONTROL VAL VE MAIN LINE LATER AL LINE ALLOWANCE COMPONENT LOSSES' MIN. REO'D BY HEAD, ELEVATION LOSSO'TO O' 80 PSI 40 GPM GPM 40 40 40 40 UNIT PSI LOSS 1.3 14.0 I.I 1.2 4.0 2.0 23.6 PSI 50 PSI 0 PSI TOT AL PRESSURE REQ·D AT METER 73.6 PSI RESIDUAL PRESSURE 5.4 PSI Grant Howald Park Irrigation Runtimes I JAN CYCLES PER WEEK· TURF 1 TURF CROP COEFFICIENT .61 CYCLES PER WEEK-SHRUB/TREE 1 Eto DAILY AVERAGE .07 Hydrozone PLANT Water Kc TYPE Us<1ge 1 SHRUB L0'N 0.30 2 SHRUB L0'1'.I 0.30 3 nJRF VARIABLE Va; 4 nJRF VARIABLE Var 5 TREES MEDIUM 0.50 GALL: 811 TY'IO V'lORKIN5 DAYS BEFORE YOU Dl6 FEB MAR APR 2 3 4 .64 .75 1.04 1 2 2 .09 .12 .16 SPRINKLER EXPOSURE TYPE DRIP FULL SUN ROTARY FULL SUN SPRAY FULL SUN ROTOR FULL SUN ROTOR FULL SUN MAY JUNE JULY />J.JG SEP OCT NOV 4 5 5 4 3 3 2 .95 .88 .94 .86 .74 .75 .69 2 3 3 3 2 2 1 .17 .20 .21 .20 .16 .12 .09 EXPO PRECIP SPKLR ROOT RUN TIME JAN FEB FACTOR (in/hr) EFFIC. DEPTH (in) MULTIPLIER 100% 1.08 81% 6 1.23 10 13 100% 0."5 75% 6 133 21 27 100% 1.00 75% 4 1 33 " 16 100%, 0.70 75% 4 1 33 34 23 100% 100 75% 12 1.33 7 8 O' 10' 20' 40' DEC 1 .60 1 .07 MAR ' 18 17 " 6 ■ I EXISTING IRRIGATION NOTES: NOTE I, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE vslTH SAHE MANUFACTURER AND HODEL. NOTE 2, ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER. ANY NEN IRRIGATION CONTROL VALVES SHALL BE CONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK AND UPON COMPLETION OF vsORK . NOTE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IHPROVEHENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EOUIPHENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING vsORK AND PRIOR TO STARTING WORK. NOTE 4. CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING NORK AND AGAIN PRIOR TO STARTING vsORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OvsNER'S REPRESENTATIVE. NOTE 5, CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS vs.HERE PIPE CROSSING HILL OCCUR. vs.HEN PIPE SIZE IS NOT AVAILABLE USE b" SLEEVING MATERIAL. CONFIRM CROSSINGS vslTH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. NOTE b, EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND HAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO HEET THE NEvs LANDSCAPE CONDITION IF NECESSARY. IRRIGATION NOTES: NOTE A, HAINLINE AND RELATED EQUIPMENT SHOvsN vslTHIN PAVING FOR CLARl1Y ONLY, ACTUAL HAINLINE AND RELATED EQUIPMENT LOCATION TO BE NIT.HIN PLANTERS AND A HINIMUH OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES 1YP. NOTE B• BUBBLERS AND LATERAL LINES ARE SHOvsN vslTHIN PAVING FOR CLARl1Y ONLY, ACTUAL LOCATION TO BE NITHIN PLANTER BUBBLERS SHALL BE ALIGNED vslTH TREES AND AS DIRECTED BY OvsNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD HITH ONNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING vsORK. NOTE C• CONTRACTOR SHALL PROVIDE THE Cl1Y ENGINEER vslTH THREE (3) NEATLY DRAvsN LAMINATED IRRIGATION CONTROLLER CHART. NOTED, I HAVE COMPLIED vslTH THE CRITERIA OF THE CURRENT CALIFORNIA STATE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (HWELO) AND APPLIED THEH ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN FLAN NOTE E, REFER TO SHEETS L-5.02 FOR IRRIGATION LEGEND AND L-4.0I FOR ADDITIONAL IRRIGATION DETAILS / \ / I ~ L! ~ ~ ~ "/II ~ ~ )/JI/ I I I I I I 11 1rn/n " APR 12 24 23 " 7 w I I lliS CONNECT TO EXISTING MAINLINE AND WIRES, REFER · TO EXISTING IRRIGATION NOTES 1.0B"/ HZ-1 DC r 2,318 22 2 INTERCEPT EXISTING CONTROL HI RES AND I NS TALL NE vs FULL BOX. RUN NEvs vslRES FROH EXISTING CONTROLLER TO NEN/ PULL BOX THEN TO NEvs VALVES. 11 I\ . ./-1 NEH vslRE CONDUIT 2" SIZE REQUIRED. I /.,, - I ■ Turf Root Depth 4" Shrub Root Depth 6" Depletion Factor (MAD) 40% Soil Type (Textural) CLAY LOAM Field Capacity 27% Permanent Wilt Point 13% Apparent Specific Gravity 1.35 IRRIGATION RUN TIMES MAY JUN JUL />J.JG SEP OCT NOV DEC 12 10 10 10 12 9 13 10 ,. 21) 21 21) 24 18 27 21 Zl 21) 22 24 22 17 17 " 32 28 32 34 32 24 25 34 8 6 7 8 7 ' 8 7 PLANS PREPARED BY: (949( 493-2690 fax .1511 I~ ____.--/ . 1511 - REMOVE, REPLACE AND RELOCATE BACKFLOvs PREVENTER.RECONNECT # ALL IRRIGATION LINES TO s ENSURE FULL SYSTEM ,'-0,,fM,',----cc----t---;ca--'✓ OPERATION. HZ-1 PROTECT IN PLAN ALL-------//_ _____ _ EXISTING IRRIGATION TO REMAIN, REFER TO EXISTING IRRIGATION NOTES /I SCE NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE LATEST APPROVED SCE IMPROVEMENT PLANS FOR FIFTH AVE AND SHALL REVIEW PLANS TO FAMILIARIZE THEMSELVES WITH UTILITY LINE, PROPOSED AND EXISTING UTILITIES, AND ALL RELATED IMPROVEMENTS. RECORD DRAWING SET "Tno68 record dooumerts haw Mn prapwi;d t>ased on ilfoonation prwidod by 01he1S. The L.orIH>lpll Ardihcl IP~m• Gon,ubrtl ar li•lr SUb-Gor1Bu-ha .. mt ¥Brllled the""'"""'¥ orcomplatenaoo Df !NB lnformmlon and "'11111 mt be ""'PD"_ fir any errors or omi&Sions1hal may be incorpo.-her8'1id1 a& a 19S1Jll" Date: 10/2212021 2022-10-22 RECORDING DRAWING SET RECORD DRAWING SET • Glasir Design Irrigation Consulting CID#600·1-gfabirdebign.com (ENGINEER'S SEAL) 31591 Camino Gapistrano R San Juan Capistrano, CA 92675 www.RJMdesigngroup.com (949( 493-2600 phone MDESIGN GROUP NO. DATE DESCRIPTION OF REVISIONS APPROVED -----j-J CONTRACTOR SHALL FURNISH AND 36· ,. ---D~-f-f_'Ytf;f;/;_~~\J .70'/HR 2,037 \/-l-;-;Hc;-z_-;--4 y---;c----t-~1"'9-/ I I I I INSTALL (S) EXTRA 8005 SERIES HEADS TO BE FIELD LOCATED BY Cl1Y STAFF TO ENSURE HEAD TO HEAD COVERAGE IN THIS AREA. REVIEWED: CITY PROJECT MANAGER DESIGNED: DRAWN: CS TMfTP CHECKED: DATE: CS 2019-12-05 ~ 0 ,.2s" 112 B30 1' \ / \ / 2 • /2 B34 4,457 A2'/HR 4,682 1.5" 39.6 HZ-4 +19.8 I I I I t._~<l\i'i--------;:V CONTRACTOR SHALL FURNISH AND INSTALL (S) EXTRA BOOS SERIES HEADS TO BE FIELD LOCATED BY Cl1Y STAFF TO ENSURE HEAD TO HEAD COVERAGE IN THIS AREA. I I I I I I I I I I L.0.W. PROTECT IN PLAN ALL EXISTING IRRIGATION TO REMAIN, REFER TO EXISTING IRRIGATION NOTES I" / I I I I I I I I I 'a1-------7/_ CONNECT TO EXISTING Ti VALVE Bl6 LATERAL. I I I 4,160 +13.2 I REFER TO EXISTING IRRIGATION NOTES ~ CONNECT TO EXISTING I I I I I I I I I I I I / VALVE Bl8 LATERAL. / REFER TO EXISTING / IRRIGATION NOTES I I I I I I 0 \\\\Iii/ ' . SCALE: N.T.S. IRRIGATION PLAN GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) L-3.02 P-5264-S SHEET 35 OF 51 CD POP-UP HEAD ® FINISH GRADE Q) MARL EX STREET ELL (]) 6" SGH l!,O FVG NIPPLE 24' THREADED BOTH ENDS 5 (3) NALK OR GURB • © PVG SGH 40 TEE OR ELL • CD PVG LATERAL LINE • , • ® ~o DEeREE ELL CD 2" SGH 80 PVG NIPPLE THREADED BOTH ENDS 9 3 4 3 8 6 7 NOTE, ALL 1-40 TURF ROTORS TO BE INSTALLED "IT,j RAINBIRD TSJ PRE-ASSEMBLED SNl~G JOINT. s .,.-----DRIP LINE OF CANOPY TREE )l----,,,L--(2-4) POP-UP STREAM BUBBLERS, AVOID OVERSPRAY ONTO THE TREE TRUNKS AND NALKS INSTALL HEADS 3' FROM TRUNK ~--LATERAL LINE PIPE ~---TEE FITTING '\-------LATERAL LINE PIPE F ' ' ' ~ ' ' ' f-< ~ r--.. ~ / ,... "- f'...- H-.__ '(21 FLUSH VALVE PLUMBED TO PVG (TYP) PVC EXHAUST HEADER PERIMETER LATERALS 2" TO 4" FROH EDGE DRIPLINE START GONNEC.TION SEE DETAIL 'D' REMOTE GONTROL VAL VE v,,!ITH FILTER AND PRY PVG SUPPLY HEADER AREA PERI HETER 5 TART GONNEG TION SEE DETAIL 'D' FINISH GRADE-~ 18O-DEGREE ------~ TWO-WAY TEE OR '10-DEiSREE ELL DRIPLINE TUBIN'7----- 3/4" GPH BRAND ~-----_,___:__J FLEXIBLE PVG RISER PVG TEE (SxSxT)-~ PVG PIPING-~ 3" 12" POP UP SPRINKLER TREE BUBBLER LAYOUT (9 DRIP TUBING LAYOUT DRIP TUBING START CONNECTION N.T.S. NOTES• REDUCED PRESSURE BACKFLON P~EVENTER N/ BALL VALVES ~= 3" LONG BRASS THREADED NIPPLE ~-BRASS UNION PRESSURE REGULATOR QUICK PAD HI S.S. BACKFLON E~CLOSURE BRASS RISER (LENGTH AS REQUIRED, TY~.) BRASS ELSON (TYP.) P.V.C. SCH. 40 FEMALE ADAPTER (TYP.) '7----P.VC. MA NLINE, SEE IRRIGATION SPECS. FOR P PE DEPTH B" BRASS THREADED NIPPLE (TYP.) 1211xl211x3011 CONCRETE THRUST BLOCK I. ALL RISER, UNIONS, ELBOl-<S AND NIPPLES SHALL BE RED BRASS. 2. CLOSE NIPPLES SHALL NOT BE USED 3. EQUIPMENT TO BE INSTALLED A MIN, OF 12" FROM NALLS, BUILDINGS, ETC. 4. INSTALL AND TEST BACKFLON PREVENTER AS REQUIRED BY LOCAL CODES I HEALTH DEPT. VERIFY LOCAL REQUIREMENTS P'slOR TO INSTALLATION. (!) ~~DUCED PRESSURE BACKFLON VALVE BOX (BOX TOP HEIGf-T ABOVE FINISH GRADE VARIES, SEE IRRIGATION .=======. FINISH GRADE SPECIFICATIONS FOR HEIGHT) .,,----QUICK COUPLING VALV'c W (:) LOCKING VINYL COVER .,.----PEA GRAVEL (2" DEPTH) _,-,--BRASS NIPPLE (LENGTH AS REQUIRED) PVC TO BRASS SCH. 40 FEMALE ADAPTER PVC NIPPLE (SC-1. 40 OR CLASS 315, SEE IRR. SPECS) PVC SCH. 40 ELSON OR TEE I PVC MAINLINE. SEE IRRIGATION I SPECS. FOR PIPE DEPTH. -~□ STAINLESS STEEL CLAMP (2 MIN,) BRICK SUPPORTS (2 MIN.) BRASS ELSON #4 RBAR X 2411 LENGTl-i NOTES, I. ALL BRASS TO BE RED BRASS 2. TEFLON TAPE ALL THREADS (TYP.) 3. HEAT BRAND 'QC' ON LID. LE-TERING SHALL BE 2" TALL. QUICK COUPLER VALVE IN Sl-iRUBS N.T.5. 2 N.T.S. N.T.S, POC WIRING NOTES: All master valve and flow sensor wires shell\ be installed in conduit (sized accordingly). One spare wire shall be included inside of conduit ( different color than Master Valve and F1ow Sensor Wire). 2 spare wires shall be IRRIGATION CONTROLLER N,T.S. F.M. Size I" 1.2511 15 2" Black Hire 1-lamess 3" Pipe Sizing Chart Upstrean Downstream Length Length 1011 5" 12.511 G.2511 1511 7.511 2011 1011 3011 1511 ~-PLASTIC RECTANGULAR VALVE BOX NIHI T-COVER AND CAPTIVE STAINLESS STEEL SOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. 1-lEAT BRAND 11MCV11 ONTO LID. installed along the mainline alcrig with I wire coiled in each valve box. (Different color than field wires ond common wire)_ One spare Common wire shall be installed along the mainline md coiled up at each valve. (Calor to be white) Rectangular Valve Box\ Master Valve--~-...,,. Blue Hhite- Red -Black PVC MAINLINE FROM BACKFLON DEVICE OR BASKET STRAINER> USE SCH BO PVC 45 DcGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED ]2" 1\,j~,iill~"'"'lll"ffi'I •--FINISHED GRADE ,8--\\llii,,li..,--24" NIRE LOOPS AND 3M DBT-b WATERPROOF NIRE CONNECTORS ~~----PVC MAINLINE TO FLON SENSOR 0 PIPE PER PLANS AND SPcCIFICATIONS ~-BRICK SUPPORTS, 4 REQUIRED CONTROL HIRES TO CONTROLLE~ IN CONDUIT IF INDICATEu IN LEGEND ~-----3/4 11 CRLJSj.-j[D GRAVEL, 4 11 MINIMUM DEPT+-! ~----LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX Refer to MV Detail For Installation ~---',.-------~-~ Naterproof Eledrirnl Connectors (do not use pre-filled type connectors) aaao o ao a 0o0 aoao aoa aaao o ao a ?oaoao aoa C)a&cf'aOC)&GfO O_ Oo:'080 2{_i!:E,O'cfc:,OOO~Cl8,0~ oo0;":d080',;":80~ 9::, OClOODoc:,Clo O 00 Oc:,oO ,::o ~ Cl ~ 0-c~ o= Clo o Clo oo=; a ,o.... ao-n ,'?cf'~~oo ~~o a aooOb&§ooo ag;a&cf'a a&cf'aoa~0 '6 ';:£,0 0 g ~c:P~c,ac:, ~c,, o o oo o 0 LASCO #B% PVC UNION--~ SLIP X MIPT SIZE PER RCV 2 REQUIRED 1FOR ASSEMBL 1 1 ~----ELECTRIC MASTER CONTROL VALVE, SEE LEGEND FOR TYPE ~ -------~--= el" Of Pea Gravel Upstrec.:m Distance Downstream Distmce NOTE, In Valve Boxes 10 x Flow Meter Size 5 x Flow Meter Size I. 1-!EAT BRAND 1FS1 ON LID. LETTERING ~ALL BE 211 TALL (9 MASTER VALVE N.T.S. ~ ~;:N SENSOR INSTALLATION 3 4 NOTES, I. ALL WIRE TO BE INSTALLED PER LOCAL CODES. 2. PROVIDE EXPANSION COILS AT EACH HIRE CONNECTION IN VALVE BOX. NRAP AROUND 1/211 PIPE 15 TIMES -REMOVE PIPE. 3.WMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL 4.INSTALL ONLY I VALVE PER VALVE BOX. 5. TEFLON TAPE ALL THREADS. 5 CD Q) G) EXPANSION CURLS NITH NATERPROOF NIRE CONNECTORS AT SPLICES (SEE IRRIGATION SPECS) PVC LATERAL TO SPRINKLERS ANGLE TO SPECIFIED DEPTH NI 45 ELLS VALVE BOX NI LOCKING LID BOX HEIGHT ABOVE FINIS~ GRADE VARIES (SEE IRRIGATION SPECS) REMOTE CONTROL VALVE FINISH GRADE PVC ELL PVC NIPPLE, LENGTH AS REQ. 211 LAYER OF PEA GRAVEL LEAVE 111-211 AIR SPACE BETNEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL BRICK SUPPORT (I) AT EACH CORNER PVC MAINLINE FITTINGS CONTROLLER NIRE5 PVC SCH BO UNION PVC MALE ADAPTER PVC SC~ BO T~READED NIPPLE 0. HEAT BRAND VALVE NUMBER ON LID. LETTERING SHALL BE 2" TALL (9 ~~MOTE CONTROL VALVE II 12 II 15 IG 17 NOTE, CD FINISH GRADE/TOP OF MULCH 12) VALVE BOX NITH COVER (3) 30-INCH LINEAR LENGTH OF NIRE, COILED (_4) NATERPROOF CONNECTION, (DI-INCH BALL VALVE @ID TAG (i) REMOTE CONTROL VALVE @ PRESSURE REGULATING QUICK CHECK BASKET FILTER G) LASCO PVC UNION @) LATERAL PIPE @ PVC SCH BO NIPPLE @ PVC SCH 40 ELL @) PVC SCH 50 NIPPLE @ PVC SCH 40 TEE OR ELL @) MAINLINE PIPE @ 3-INCH MINIMUM DEPTH OF 3/4-INCH NASHED GRAVEL N/ 211 AIR GAP BETNEEN GRAVEL AND VALVE @ PVC SCH 50 NIPPLE, CLOSE I. 1-iEAT BRAND VALVE NUMBER ON LID. LETTERING Sl-iALL BE 211 TALL. (9 ~~IP CONTROL ZONE KIT 9 PIPE/SLEEVE LEGEND -~>'f-__--{4 3 41" PIPE INSTALLATION NOTES SECTION NTS I. TAPE AND BUNDLE 24 V. HIRES@ 10' INTERVALS. 2. MINIMUM DEPTl-i OF 24 V. NIRING S1-iALL BE 2411 BELON GRADE. CD PAVING Q) FINISH GRADE @ PVC 'lAINLINE G) PVC LATERAL LINE ® CONTROL NIRES OR COM. CABLE IN CONDUIT @ CONTROL WIRES OR COM, CABLE (j) SLEEVE FOR MAINLINE AND/OR LATERAL LINE @ FINE GRANULAR BACKFILL 1/2" MAX @ TOPSOIL @) SAND 5 cncn, v. 'v 'v . ~~11i'11 111 I Ill I II~ 2 ~ ~ '1111 :;; :::, :::, IIF ~ co --:-r- ,:,.J "' ;,, ,. -· □···.·.·. 7 ® ~l- 10 4" .4' SLEEVE INSTALLATION N.T.S. PLANS PREPARED BY: RECORD DRAWING SET 3. TRENCH NIDT~ ALLOI-< 4" MIN. CLEARANCE BETNEEN PARALLEL PIPES. 4. SNAKE PIPES FROM SIDE TO SIDE NIT~IN TRENCH TO ALLOI-< FOR MOVEM=NT. 5 TIE A 20" LOOP IN ALL NIRl,G AT CHANGES OF DIRECTION. UNTIE PRIOR TO BACKFILLING TRENCHES. GALL: 811 31591 Camino Gapistrano R San Juan Capistrano, CA 92675 www.RJMdesigngroup.com MDESIGN GROUP "Tn•.., record dooumerts haw Mn prapwi;,cl t>ased on ilfoonation prwidod by olhen,. The L.orIH>lpll Ardihcl IP~m• Gon,ubrtl ar li•lr SUl>-Gorll!u-ha .. mt ¥Brllled the IIOOUfflC¥ oro,c,mplatenaoo Df !NB lnformmlon and "'1all mt be ""'PD"_ fir any errors or omi&Sions1hal may tJe incorpo.-her8'1id1 a& a 19S1Jll" RECORD DRAWING SET 6. PROVIDE T~RUST BLOCKS PER APNA STANDARD PLANS FOR PUBLIC NORKS CONSTRUCTION DETAILS TY'IO V'lORKIN5 DAYS BEFORE YOU Dl6 (949( 493-2690 fax (949( 493-2600 phone Date: 10/2212021 2022-10-22 RECORDING DRAWING SET NO. DATE DESCRIPTION OF REVISIONS APPROVED FINISH GRADE -~ LINE FLUSHING --- VALVE :l:i=TLSOV 3" VALVE sox,--_ SEE SPEGS L Teic.hllrie: 11mm TUBING BRIGK SUPPORTS•--- (THREE) S/4" SR.A.VEL SUMP--- /1 CUBIC, FOOT) NOTE, I. HEAT BRAND 'FV' ON LID, LETTERING .SHALL BE 2" TALL.· (9 DRIP FLUSl-i VALVE N.T.S. NOTE, ~----FINISH GRADE ~----GATE VALVE ~---VALVE BOX -SEE IRRIGATION SPECS. VARIES -SEE IRRIGATION ~ SPECS FOR BOX TOP HEIGHT ✓ ~ PEA GRAVEL1 211 DEPTl--j_ LEAVE 111-2 11 AIR SPACE BETWEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL. PVC 45 ELL PVC NIPPLE PVC MAINLINE -SEE IRRIGATION SPECS, FOR PIPE DEPTH I. 1-iEAT BRAND 1BV1 ON LID BRICK VALVE BOX LETTERING SHALL BE 2" TALL. SUPPORTS (2 MIN.) (9 ~~TE VAL VE c8N~~R0ET~cliHPI.~N%NSION JOINT PER LANDSCAPE ~---12' RECTANGULAR CONCRETE COMPOSITE BOX AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. CUSTOM MARKED 11QCV11 ONTO LID --:. ~~=~~-• • , ' QUICK COUPLING VALVE1 SEE • • +-·i====,' LEGEND FOR BRAND AND MODEL 0 ~-tt------3/4 11 CRUSHED GRAVEL, 4" MINIMUM DEPTH 11-~----LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX lz;J-----BRICK SUPPORTS, 3 REQUIRED '..---------LASCO SNAP-LOK PVC SNING JOINT N/ MALE BRASS STABILIZER ELBON AND SNAP-LOK COLLAR I" QCV USE MODEL Gl3S-3I0 l --------,,---,,--l_'~-~:::j~-scH BO PVC SxSxT TEE FITTING, MAINLINE x QCV INLET SIZE NOTE, I. 1--jEAT BRAND 1QC QN LID. REVIEWED: ---------REBAR STAKES, 112" DIAMETER x 2411 LONG, TWO REQUIRED LETTERING 51-lALL BE 211 TALL. IRRIGATION DETAILS • Glasir Design lrrigation Consulting CID# 6004-glasirdesign. corn 7476-2 (19P11) GRANT HOWALD PARK REHABILITATION L-4.01 (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED: DRAWN: CITY OF NEWPORT BEACH P-5264-S cs TMfTP CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 36 OF 51 cs 2019-12-05 FIFTH AVE IR I S A V E GO L D E N R O D A V E NOPARK I N G NOPARKING L.O.W. L.O.W. L.O . W . L.O.W. L.O.W . L.O.W. L.O.W. L.O . W . L.O . W . L.O.W.NOPARK I N G FIFTH AVE IR I S A V E G O L D E N R O D A V E NO PA R K I N G NO PARKING L.O.W. L.O.W. L. O . W . L. O . W . NO PA R K I N G L-5.01 KEY MAP SCALE: N.T.S. P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 MA T C H L I N E , S E E S H E E T L - 1 . 0 2 PLANTING PLAN L-5.01 37 PLANTING SYMBOLS 6ROLJNDCOYER LESEND SYM AOOR. BOTANIC-AL NAME SIZE REMARKS C-OMMON NAME /' -, ANl60ZANTH05 HYBRID '60LD VELVET' f----a----' <SC,-1 5 <SAL. s·-o· o.c.. ·. ' KAN<SAROO PAV'! -.. _,, 0 <SC,-:2 BAc-c-HARIS PILULARIS C-ONSAN<SUINEA 5 <SAL. S'-0 11 o.c. C-OYOTE BUSH <SC,-5 c;EANOTHUS <SRISBJS HORIZ. 'YANKEE POINT I <SAL. 4'-0" O.G. YANKEE POINT C-EANOTHUS ec;-4 DYMONDIA MAR<SARETAE I <SAL. 5'-b" O.C. SILVER C-ARPET ec;-s LANTANA 'NEV'! 60LD' 5 <SAL. 4'-0" o.c.. NEV'! <SOLD LANT ANA <SC,-6 MYOPORUM PARVIFOLIUM 'PUTAH <:;REEK' I <SAL. s•-t,11 o.c.. <:;REEPIN<S MYOPORUM ec--"1 SENEC-10 MANDRALl5"AE I <SAL. s·-o· o.c.. BLUE C-HALKSTIC-KS ec;-b SYNTHETIC, TURF NIA FIELDTURF .,. .,. . -, ec;--<r TURF SOD ROLLS NEV'! / REPAIR EXISTIN<S NOTES, I. FOR <SENERAL PLANTING NOTES AND PLANTING DETAILS SEE SHEET L-6.01. M L L L VL L L NIA H GlTY. :26 54 6 45 40 PER PLAN 11,5"10 SF :2. ALL SHRUBS AREAS TO REC-EIVE A 5" LAYER OF MULc-H. SEE SHEET L-6.01 FOR PLANTIN<S NOTES AND DETAILS. 5. C-ONTRAC-TOR SHALL ESTABLISH A TREE PROTEc-TION ZONE (TPZ) FOR ALL EXISTIN<S TREES V'IITHIN PROJEc-T LIMIT OF YsaRK AND THOSE IMMEDIATELY ADJA<:;ENT YslTHIN 10'. TPZ SHALL BE REVIEWED AND APPROVED BY THE <:;ITY ARBORIST. SEE SHEET L-6.01 FOR TPZ 5PEC,S AND NOTES. 4. FOLLOYslN<S C-OMPLETION OF ROUGH <SRADE IN TOT LOT AREA, THE C-ONTRAc;TOR SHALL PROVIDE <:;HALK MARKS ON GRADE TO INDIC-ATE PERIMETER LIMITS OF PROPOSED HARD5"APE IMPROVEMENTS FOR C-ITY ARBORIST'S REVIE,s RE<SARDIN<S YsaRK TO BE PERFORMED AROUND EXISTING TREES. 5. <:;ONTRA<:;TOR SHALL PROVIDE A 41', HOUR NOTl<:;E OF YsHEN <:;HALK OUTLINES YslLL BE AVAILABLE FOR <:;ITY REVIE,s, 6. <:;ONTRA<:;TOR SHALL STAKE ALL FINAL LOC-ATIONS OF ALL PLANT MATERIAL FOR REVIEYs AND APPROVAL FROM THE EN<SINEER AND PUBLIC-YsaRKS, PRIOR TO PLANTIN<S. "1. PER PROJE<:;T GEOTE<:;H REPORT, YsHERE NEV'! TREES OR LAR<SE LARGE SHRUBS ARE TO BE Loc;ATED IN C-LOSE PROXIMITY OF NEY, C,ONC,RETE FLATYsaRK, RIGID MOISTURE / ROOT BARRIERS SHOULD BE PLAc-ED AROUND THE PERIMETER OF THE FLATYsORK TO AT LEAST :2 FEET IN DEPTH IN ORDER TO PROTE<:;T THE FLATl"IORK FROM POTENTIAL ROOT AND MOISTURE DAMA<SE. EXISTING MATURE TREES NEED FLATYsaRK SHOULD ALSO INCII-UPE RIGID MOISTURE / OTBA IERS PLAc-ED AT LEAST :2 FEET IN DEPTH BELO,s THE TOP OF THE Fl.f,TV'IGRK. SEE PLANS AND ' Ec;s F --beGAa:JqNs_ ~/--->~ ~----. 111 -~ -!.1··. ---~~ II ( . ,. ___ , _,., ( . •• ,,-'1,'-·-..__ SHRLJB LESEND BOTANIC-AL NAME SYM AeeR. C-OMMON NAME (:\ :.J 5-6 (xJ s-10 A<SAVE ATTENUATA FOX TAIL A.SAVE BOUGAINVILLEA 00-LA-LA BOUGAINVILLEA LEU<:;OPHYLLUM FRUTE5"ENS 'c;OMPAC, TA' TEXAS SA<SE LEUc;ADENDRON 'SAFARI SUNSET' SAFARI <:;ONEBUSH MUHLENBER<SIA C-APILLARIS PINK MUHLY <SRASS PODOC-ARPUS eRAc-lLIOR FERN PINE PRUNUS C-AROLINIANA 'BRIGHT 'N Tl<SHT' BRIGHT 'N TIGHT <:;AROLINA LAUREL RHAMNUS <:;ALIFORNIC-A C-OFFEEBERRY SALVIA 'BEE'S BLISS' BEE'S BLISS SA<SE V'IESTRIN<SIA FRUTIWSA 'BLUE <SEM' BLUE <SEM V'IESTRIN<SIA NOTICE TO CONTRACTOR SIZE 5 <SAL. 5 <SAL. 5 <SAL. 5 <SAL. 5 <SAL. 15 <SAL. C-OLUMNS 5 <SAL. C-OLUMNS 5 <SAL. 5 <SAL. 5 <SAL. REMARKS GlTY. 5'-6" o.c. L 10 S'--b11 O.G. L 145 4'-0" o.c. L 51 5'-0" O.G. L "1 4 1-0 11 o.c. M :l:l S'-0" O.C.. M Z2'l 4'-0" o.c. M "10 b'-0" O.C. YL "1 5'-0" O.G. L 1:2 4'-0" o.c. L 55 <:;ONTRAC,TOR SHALL BE RESPONSIBLE FOR MAINTAININ<S PROTE<:;TION OF ALL EXISTING SHRUB AND TURF AREAS TO REMAIN DURING <:;ONSTRUC-TION. DAMA<SED SHRUB AND TURF AREAS SHALL BE REPAIRED OR REPLA<:;ED AT THE <:;ONTRAc;TOR'S EXPENSE. TURF AREAS YslTHIN EXISTING IF'RIGATION RENOVATION/ RETROFIT ZONES AS INDl<:;ATED ON Tl-IE PROJEc-T IRRIGATION PLANS SHALL BE MAINTAINED AND REPAIRED IF NEEDED YslTH NEY, SOD. EXISTIN<S PLANT MATERIAL SOUTI-1 OF TENNIS <:;OURTS YsHERE GRADING OPERATIONS AND NE,s DEWMPOSED GRANITE YsALKV'IAYS SHALL BE INSTALLED, SHALL BE REYIEV'IED HITH THE <:;ITY LANDS<:;APE AND MAINTENANc-E DEPARTMENTS FOR PLANT MATERIAL SALVA<SE PRIOR TO DEMOLITION AND DISPOSAL AND eRADINe OPERATIONS. • ---■■J .... •. ' , __ \ __ J •• •--....... -~-~ -::":":~--■ ■-= ■ ■ -■ ■ -■ ■ -■■-■■-■■-■ ■ -■ ■ -■ ■ ~-~~.!_•~---■ ■ -•·:.,'r-:::::::.i, '/·•, .. x· \/ < ,,x<:)\>{> \ \ I './---X ,:, > .. :/;'·' iX ;/ y _ _,.;·:_:' •• S?\~,'.;::,,~:Y •. • •.. "· '·><''\?:/ ......... /> ... >.-··_>·<,'. )'. .. ·'.....'''·. ';/.); '" •• ,. . ,c \ ' ,/ ' '. . . >·~· )'. .·. . ;;.,-. ' II I I -- I / =-1 ' ,.,.. -----I '\ I o \ \ I '-/ -- 0 0 EXISTIN6 TREE LESEND --BOTANIC-AL NAME C-OMMON NAME EXP-I EXISTIN<S PALM TO REMAIN EX-I EXISTIN<S TREE TO REMAIN EXISTIN<S PALMS EXP-:2 (C-HAMAEROPS HUMILIS) TO BE RELOc;A TED EX-:2 EXISTIN<S TREE TO BE RELOC-ATED A-:,, ---~~~-•x~--/ / =-\ V "·' :·· .-.__,/\/ • / •• :! ---:>" ,-, /ox<,'.. • ·. -1·-._ i,,..",!,.,.,,,;.:J>"--l-l'i -..,, ~x . x.,,/ ., ,_., ;.·.--• = I. e' V. ' 11 :<_.·~✓/~_;" ./J>~s~/,:/_/r,l -T"'T -. ____ /_:.,;1, __ ./ Jj~ .i:~·• .._ / , .· ' ..... J~!i: /\;'', . ii.~ I i>. -k --.,, ./ .>f ,-_---__ -_ -_--_--_---7 I ' I I I I / ~ • •'1' '.'' I • ""l"',-l•Y'.· ··,.::·. ·x/ --.. /• · r • 11' fp'.· _/·,_ ./ ~ ~' ,.__ •• • -/, ' 1 • .,, •• .,..._ __ _'..1_-!,.·· .. •'·~1_11 .. 1: .. ·i .. 1!l~( -l !i ,: ~~~ • • • • / ,, X .---r . ~TY_P..,. r-E_X __ --,1 5 T-el i .-· . :·.:'." -..... ,· ·.//\ ... ·· ·, @ ,;• • , .. ··•·< >.. /. ,-~ffl:.e,----:.,?7 ', .· '., ·--. ,/ ·, ;'>; " ,._, _;><'':/•'( X • I 22' O.C-. SPAC-ING X : __ , .~, ·1' -'·-i t--8,: _6:_,~• -~ i _?=,\ "\;,7 );\,..Pl ->-< h --< , ,_, • ,. ••· ... '7 p,-i:=B:c_,/<'.)··,,:._:=~:::,, _··.• • I TYP. ;I --'--+----I [I • • I • • I • • • • I • • EXP-I ·,-'----\ ; I ) >r{: -----1,, ;~· A ! > A""""e'T'pc,,,,-'1;~ ' ' • I' ~ . . -- I I -----i ---- I I I I ~------------- I I I I I L :25' Q,C,, SPAC,IN<S -------- I REMARKS V'IUC-OLS GlTY. REGION~ PROTEC, T IN PLAC,E NIA PER PLAN PROTEC, T IN PLAC,E NIA PER PLAN RELOC-A TE TO LOC-ATION SHOV'IN NIA 5 ON PLAN RELO<:;A TE TREE TO NEV'! LOC-ATION ON<:;E NEV'! <SRADE NIA I HAS BEEN ESTABLISHED. SEE C-IVIL PLANS FOR <SRADES I I AOOR. /', /'-'-/ T-1 / ' ,/ '-/ ~ T-:2 }: T-5 ® T-4 * T-5 TREE LESEND BOT AN I <:;AL NAME SIZE WMMONNAME ERYTHRINA C-ORALLOIDES 4e-"BOX NAKED C-ORAL TREE GEIJERA PARVIFIORA 56 11 SOX AUSTRALIAN YslLLOV'I STD ARBUTUS MARINA 5h 11 SOX STANDARD STRAYsBERRY TREE STD GlUERc-US A<SRIFOLIA WAST LIVE OAK SYA<SRUS ROMANZOFFIANA GlUEEN PALM 56 11 SOX STD 20' BTH TYF.f--11--t~~ T-2 +-- - - - -·- - - - --·-- - - - - - - - - - - I ~ l I I I I I 7 I-E-X--1+--~ l I I I I I I I ~- I _· 1-' I J . -... ·-. -. -.------.----. --. EX-I I I I I I I I __J I I I I I I I I REMARKS 5PAC-1Ne PER PLAN 5PAC-1Ne PER PLAN 5PAC-1Ne PER PLAN 5PAC-1Ne PER PLAN 5PAC-1Ne PER PLAN -----_, ----.I I _-_-_--/ - I I I I ~ ■ ■ -■■-■■-■■-■ ■ -■ ■ -■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-;ii ■■-■■-■ • I I ' I I ,I I : 2 EX-2 T-1 EX-2 5 T-4 T-5 14'-0" O.G. (TYFJ lel T-el I I I --------------------I _______ ,_j',-l-J---~-7 / ____________________________________________________________________________________________________________________________________________ _ -I I I -------------------------------------------------------------------------------------+;:;+~-------------+- C!;\'V u[fl/ I I I i' , :::,:,iv I fl"°/1 1 \ \ I I I I I I ,___ \/ --------------------------••~=-=-"~~~~··_·~··-==--=~-== ~ 1 lJNDER.eROLJND SERVICE ALERT GALL: 811 TV'IO V'lORKIN6 DAYS BEFORE YOLJ Die ' ' ' I,--'""--___ ---------------------------- rg I . . ----------------------------- R MDESIGN GROUP .-->~=.:=_.,;;:)c:======--- iiZl;_ /11 /--------- LOC-ATION OF AGRONOMIC. SOIL TESTING ROOT BARRIER NOTE, SEE THE SPEC-IFIC-ATIONS FOR DETAILED INFORMATION ON THESE ITEMS. I Vi\:C· I r V'IUc-OLS GlTY. RE<SION ~ L 5 L l'I L lb VL I M 5 • I : I I. ·--' -·-- _____ !?l ________ l ,--- '•·-- • • D FIFTH AVE IR I S A V E GO L D E N R O D A V E NO PARK I N G NOPARKING L.O.W. L.O.W. L.O . W . L.O.W. L.O. W . L.O.W. L.O.W. L.O . W . L.O . W . L.O.W. NOPARKI N G IR I S A V E L.O.W. L. O . W . L.O. W . L.O.W. L. O . W . L.O.W. P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A N DSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA C R AIGD.S EN S E N B A CH LICENS E N O . 2 5 47 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 L-5.02 KEY MAP SCALE: N.T.S. MA T C H L I N E , S E E S H E E T L - 1 . 0 1 PLANTING PLAN L-5.02 38 PLANTING SYMBOLS GROUNDCOYER LEGEND SYM BOTANIC-AL NAME SIZE REMARKS Y'IJC-OLS GlTY. ABBI!.. C-OMMON NAME RE<510N: c: e;C,-1 ANl<50ZANTHOS HYE!RID '<50LD VELVET' 5 <5AL. 5 1-01' o.c.. M 26 KAN'5AFWO PAI'! r~) e;C,-2 BAC-c-HARIS PILULARIS C-ONSAN'5UINEA 5 <5AL. 5'-0" o.c. L 5 C-OYOTE EIUSH I ,\) e;C,-5 C-EANOTHUS <5RISEUS HORIZ. YANKEE POINT I <5AL. 41-011 o.c.. L 54 YANKEE POINT C-EANOTHUS . , e;C,-4 DYMONDIA MAR<5ARETAE I <5AL. 5'-6" o.c... L 6 SILVER C-ARPET ,) LANTANA 'NEH '50LD' 4'-0" o.c. VL 45 e;e,-5 NEH <50LD LANTANA 5 <5AL. ~:; e;C,-6 MYOPORUM PARVIFOLIUM 'PUTAH C-REEK' I <5AL. 5'-6" o.c. L 1qo C-REEPIN'5 MYOPORUM ~ e;e,-; SENEC-10 MANDRALISC-AE I <5AL. 5'-0'' o.c:.. L 40 'c.! -BLUE C-HALKSTIC-KS NIA FIELDTURF NIA PER e;e,-e, SYNTHETIC, TURF PLAN . ., ., .. -.. e;e,..q TURF SOD ROLLS NEH / REPAIR H 11,510 SF .. EXISTIN'5 .. ' ., .. , NOTES, I. FOR <5ENERAL PLANTIN'5 NOTES AND PLANTIN'5 DETAILS SEE SHEET L-6.01. 2. ALL SHRUBS AREAS TO REC-EIVE A 5" LAYER OF MULc-H. SEE SHEET L-6.0I FOR PLANTIN'5 NOTES AND DETAILS. 5. C-ONTRAC-TOR SHALL ESTABLISH A TREE PROTEC-TION ZONE (TPZ) FOR ALL EXISTIN'5 TREES l"IITHIN PROJEc-T LIMIT OF WRK AND THOSE IMMEDIATELY ADJAC-ENT HITHIN 10'. TPZ SHALL BE REVIEHED AND APPROVED BY THE C-ITY ARE!ORIST. SEE SHEET L-6.01 FOR TPZ SPEC,S AND NOTES. 4. FOLLOHIN<5 C-OMPLETION OF ROU<5H '5RADE IN TOT LOT AREA, THE C-ONTRAc-TOR SHALL PROVIDE C-HALK MARKS ON eRADE TO INDIC-ATE PERIMETER LIMITS OF PROPOSED HARDSc-APE IMPROVEMENTS FOR C-ITY ARE!ORISTS REVIEH RE'5ARDIN'5 HORK TO BE PERFORMED AROUND EXISTIN<5 TREES. 5. C-ONTRAC-TOR SHALL PROVIDE A 4e, HOUR NOTIC-E OF HHEN C-HALK OU1LINE5 HILL BE AVAILABLE FOR C-ITY REVIEH, 6. C-ONTRAC-TOR SHALL STAKE ALL FINAL LOC-ATIONS OF ALL PLANT MATERIAL FOR REVIEH AND APPROVAL FROM THE EN<51NEER AND PUBLIC-WRKS, PRIOR TO PLANTIN'5. ;_ PER FROJEC-T GEOTEC-H REPORT, HHERE NEH TREES OR LAR'5E LAR<5E SHRUBS ARE TO BE LOC-ATED IN C-LOSE PROXIMITY OF NEH C-ONC.RETE FLATHORK, RIGID MOISTURE / ROOT BARRIERS SHOULD BE PLAc-ED AROUND THE PERIMETER OF THE FLATHORK TO AT LEAST 2 FEET IN DEPTH IN ORDER TO PROTEC-T THE FLATHORK FROM POTENTIAL ROOT AND MOISTURE DAMA'5E. EXISTING MATURE TREES NEED FLATHORK SHOULD ALSO INC-LUDE RIGID MOISTURE / ROOT BARRIERS PLAc-ED AT LEAST 2 FEET IN DEPTH BELOH THE TOP OF THE FLATWRK. SEE PLANS AND SPEC-S FOR LOC-ATIONS. GALL: 811 TY'IO V'lORKIN5 DAYS BEFORE YOU DIG SHRUB LEGEND SYM ABBR. BOTANIC-AL NAME SIZE REMARKS HUC-OLS GlTY. C-OMMON NAME RE<510N: (";-) S-1 AGAVE ATTENUATA 5 GAL. 5'-611 o.c. L 10 :.::•;:) FOX TAIL AGAVE (~) 5-2 BOUGAINVILLEA 00-LA-LA 5 GAL. 5'--6• O.G. L 145 BOU<5AINVILLEA (~) 5-5 LEUC-OPHYLLUM FRUTESC-ENS 'C-OMPAc-TA' 5 GAL. 4'-011 o.c. L 51 TEXAS SA'5E C_ ... S-4 LEUC-ADENDRON SAFARI SUNSET' 5 GAL. 51-011 o.c.. L ; _./ SAFARI C-ONEBUSH -:,. MUHLENBER<51A C-APILLARIS 0 '1 S-5 PINK MUHL Y '5RASS 5 GAL. 4'-0" o.c. M 22 '< c~; 5-6 PODOC-ARPUS '5RAc-lLIOR 15 GAL. 5'-0" o.c. M 22q FERN PINE C-OLUMNS ~,/: 5-; PRUNUS C-AROLINIANA 'BRl<5HT 'N Tl<5HT' 5 GAL. 4'-0" o.c. M ;o BRl<5HT 'N Tl<5HT C-AROLINA LAUREL C-OLUMNS c:) s-e, RHAMNUS C-ALIFORNIC-A 5 GAL. 61-011 o.c. VL ; C-OFFEEBERRY ~ S-"I SALVIA BEES BLISS' 5 GAL. 51-011 o.c.. L 12 BEE'S BLISS SA'5E (~) s-10 HESTRIN<51A FRUTIWSA 'BLUE GEM' 5 GAL. 4'-0" o.c. L 55 BLUE '5EM l"IESTRIN'51A NOTICE TO CONTRACTOR C-ONTRAc-TOR SHALL BE RESPONSIBLE FOR MAINTAININ<5 PROTEC-TION OF ALL EXISTING SHRUB AND TURF AREAS TO REMAIN DURIN'5 C-ONSTRUC-TION. DAMA'5ED SHRUB AND TURF AREAS SHALL BE REPAIRED OR REPLAC-ED AT THE C-ONTRAc-TOR'S EXPENSE. TURF AREAS HITHIN EXISTIN'5 IRRIGATION RENOVATION/ RETROFIT ZONES AS INDIC-ATED ON THE FROJEc-T IRRIGATION PLANS SHALL BE MAINTAINED AND REPAIRED IF NEEDED HITH NEH SOD. EXISTIN'5 PLANT MATERIAL SOUTH OF TENNIS C-OURTS HHERE '5RADING OPERATIONS AND NEH DEC-OMPOSED eRANITE HALKHAYS SHALL BE INSTALLED, SHALL BE REVIEHED HITH THE C-ITY LANDSC-APE AND MAINTENANC,E DEPARTMENTS FOR PLANT MATERIAL SALVA'5E PRIOR TO DEMO!! TION AND DISPOSAL AND '5RADIN'5 OPERATIONS. ---·-. --·-. - --.--. --. --. --.--.----. I I I I I I I I I I I I I I I __J . -7 -I I I 11Ht I- I I I IIHII l _,,lt+-111 I I I I I -------. --. -__J •-■■-■■-■■-■■-■■-■■-■■-■■-■- u I I R □ 0 0 Aeel!.. EXP-I EX-I EXP-2 EX-2 EXISTING TREE LEGEND BOTANIC-AL NAME C-OMMON NAME EXISTING PALM TO REMAIN EXISTIN<5 TREE TO REMAIN EXISTING PALMS (C-HAMAEROPS HUMILIS) TO BE RELOC-A TED EXISTING TREE TO BE RELoc-ATED REMARKS PROTEC-T IN PLAc-E PROTEC-T IN PLAc-E RELOC-A TE TO LOC-ATION SHOHN ON PLAN RELOC-A TE TREE TO NEH LOC-ATION ONC-E NEH '5RADE HAS BEEN ESTABLISHED. SEE C-IVIL PLANS FOR '5RADES HUC-OLS GlTY. RE<510N : /' /' NIA PER PLAN " / ✓./ ' "/ NIA PER PLAN ~ NIA 5 y NIA I ® * ----</ ,,/'" • TURF-7"-.. ADDED ~----=--=,,..,.,., -~-------_:_:;:::;-~~--'/" .... .. .. ~ce~-- i .. , ~C::✓--··---~----:: . -i ~ f ------~---,c 0 :SCC __ .... ,_...... ':' :: ... --: ' .. . :\:/:-:-::-,-·:·--:·:·. ~· ·X·... · .. ,_, · .. · .. : ' •/ .. ' . ' ' "''cl'·•·· .... ,'.\······· .• ::, •• ···•i • '11 ·f·•·· J1•~·-····· : ', : >);;; : : __ :,,: .. t ·•, : ;1 j • • ~ r.; . " .• : : : : >>~--:<,-.:J,,, /, ... ' . ' . --•---"'· . ,. / ... " . " .. Tl'F. EX-I /'. .. - -->;/<. (-: • i ' i ' ~-~ ·2-··(;. ·_ / C • ~1 -1 _/ 1: ·•:\· /'. ' ' ' . ,, \' . . . . . . . • \ ·---._ .,,,:>;·--:-· __ ♦, • ' ·---~~-- _ . ._. ·-.. - -------->') * • MDESIGN GROUP ,, ,, EXISTING PLANT MATERIAL - • • LIRIODENDRON TULIPIFERA - REFLAC-EMENT DEDIC-ATED TREE 17 LOC-ATION OF AGRONOMIC- SOIL TESTING ROOT BARRIER NOTE, SEE THE SFEC-IFIC-ATIONS FOR DETAILED INFORMATION ON THESE ITEMS. I I I I I I I • •,,I I ·----_,/ I I_ .. -. I /1 I • .-· • ABBI!.. T-1 T-2 T-5 T-4 T-5 . / • TREE LEGEND I ' BOTANIC-AL NAME C-OMMON NAME ERYTHRINA C-ORALLOIDES NAKED C-ORAL TREE '5EIJERA PARVIFIORA AUSTRALIAN HILLOH ARBUTUS MARINA STANDARD STRAHEERRY TREE GlUERc-US AGRIFOLIA C-OAST LIVE OAK SYAGRUS ROMANZOFFIANA GlUEEN PALM ' ' • • Lcl ' SIZE 4.ei"OOX 56" BOX STD 56" BOX STD 56" BOX STD 20' BTH • I : 71-+-----------------------.-: r-----------------------' I : I ii : j 1---' ' ' I I REMARKS SPAc-lN'5 PER PLAN SPAc-lN'5 PER PLAN SPAc-lNG PER PLAN SPAc-lNG PER PLAN SPAc-lNG PER PLAN i HUWLS RE'510N: L L L VL ' , I I M I ' ' . --; I I I i I ALNUS RHOMBIFOLIA TO BE REMOVED FER DEMO PLANS REMOVE AND REPLAc-E l'IITH / • ' ' / i ' I EX-I I, • • -;-------------1-l i ! I i +======================J-~_.i "'" /,/" _________________ J GlTY. 5 l'I 1e, I 5 -I I ·I ./ T-2 I 11 I I - I ', ., ' ' I ' i i I i I -I I I l / ---' I • P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT 08/31/2021 10/25/2021 S T A T E OF CA L I F O R N IA CRAIGD.S E N S E N B A CH LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021 PLANTING DETAILS L-6.01 39 BOTTOM OF FROND PETIOLE=S (j) @ @ @ ® @ G) @ G) @ ® LEeEND, 1'-0" 0 n=Tr ;, 1=111= .••• 'J= -~~- ~ II II ===I l'-O" SEC.TION N.T.S. J) TR.LJNK -SIZE PER. PLANT LEeEND. AMENDED SAND SAC.KFILL PER. SPEC.IFIC.ATIONS. PVC, C.AP -SLAC.K, REMOVABLE FOR. OBSERVATION. FINISH SR.ADE. 4" DIA. PVC. PIPE. NATIVE SOIL. FILTER. FABRIC., C.ONTINUOUS AT BOTTOM OF PLANT PIT Y'IITH A MIN. 6" Y'IRAP-UP SIDES. 4" DIA. PVC. PERFORATED PIPE. SR.ADE AND SLOPE FOR. DR.AINASE. eR.AVEL SUMP SAC.KFILL, 5/4" C.R.USHED AeeR.EeATE. PALM R.OOTSALL, MIN. SIZE PER. 'PALM TR.EE EXPERT' - REFER. TO SPEC.IFIC.ATIONS. PVC, END C.AP. SLOPE TO DRAIN, MIN. 2% . (j) @ G) 4'-6" MAX. rtt-----,i!'---tl;.-..-------i '•,. II I ~I?"'" _ I --/ 7- -i 1-; @----'-"=I ,;;H~I I lft,"IJ-l-rr"'"rr"=-',fl-i'rl'"fil:l ::i:11 f!::L;___-f • 'i'11III 1 11 11 11 I I 11 111 11 lllill" 1 "' " ' " " LESEND, TR.EE -C.ENTER. IN PIT. TY'IIGE l<OOTBALL DIAl'£T'Ef=t SEC.TION N.T.S. TR.EE STAKES PER. SPEC.IFIC.ATIONS (2 PER. TR.EE), KEEP C.LEAR. OF R.OOTSALL. REMOVE TOP OF STAKE TO 4" SELOY'I LOY'IEST SR.ANC.H. SET STAKES PARALLEL TO PR.EVAILINS Y'IINDS. 2" Y'IATER. BASIN FINISH SR.ADE AMENDED SAC.KFILL -REFER. TO SPEC.IFIC,ATIONS PLANT TABLET -REFER. TO SPEC.IFIC.ATIONS FOR. QUANTITY AND PLAC.EMENT TR.EE TIES -2 V.I.T. TY'IIST SR.AC.E (TS24/TS56) BY STR.ONeBOX, (800) 12"1-1514. INSTALL USINe 2-1/2" eALV. SC.R.EY'IS. @ SET TOP OF R.OOTSALL 2" ABOVE SUR.R.OUNDINe SR.ADE AND SLOPE FOR. DR.AINASE. G) SC.AR.IF'!' SIDES AND BOTTOM OF PLANTINe PIT @ NATIVE UNDISTURBED SOIL @ FINISH SR.ADE BEYOND NOTE, (6} LODSE POLE TR.EE STAKES SHALL SE PLUMS OR. ANSLED SLISHTL Y OUTY'IAR.D AFTER. TR.EE TIES ARE IN PLAC.E, AS SHOY'IN. LESEND, SEC.TION N.T.S. SHRUB -C.ENTER. IN PIT. 2" DEEP Y'IATER.INe BASIN FINISH SR.ADE AMENDED SAC.KFILL -REFER. TO SPEC.IFIC.ATIONS PLANTINe TABLETS -REFER. TO SPEC.IFIC.ATIONS FOR. QUANTITY AND PLAC.EMENT SC.AR.IF'!' SIDES AND BOTTOM OF PLANTINe PIT. NATIVE UNDISTLJR.BED SOIL. SET TOP OF R.OOTSALL 2" ABOVE SUR.ROUNDINS SR.ADE AND SLOPE FOR. DR.AINAeE. FINISH SR.ADE BEYOND PER PLAN SEC.TION N.T.5. EDGE OF PLANTING AREA 0 0 0 0 0 0 LESEND, 0 0 0 0 PLAN VIEY'I N.T.S. 0 0 0 0 (j) eR.OUNDC.OVER. FR.OM FLAT, C.UTTINe, LINER., OR. PLANTINS C.ONTAINER.. 5" LAYER. OF MULC.H (DEPTH PER. SPEC.IFIC.ATIONS). PLANTINe BED DEPTH PER. SPEC.IFIC.ATIONS. (j) @ @ PLANTINe NOTES ALL TREES Y'IITHIN A SPEC.IES SHALL HAVE MATC-HINe 4 UNIFORM FORM. ALL LANDSc.APED AREAS TO REC.EIVE AUTOMATED IR.R.ISATION. REFER. TO PLANTINS SPEC.IFIC.ATIONS FOR. SOIL PREPARATION, FERTILIZATION, MLJLC-HINe, AND OTHER. ADDITIONAL PLANTINe INFORMATION. @ ALL PLANT MATERIAL SHALL BE APPROVED SY THE ENelNEER. PRIOR. TO INSTALLATION. @ FINAL LOC.ATION OF ALL PLANT MATERIALS SHALL BE SLJSJEC.T TO THE APPROVAL OF THE ENelNEER.. C.ONTR.Ac.TOR. SHALL C.OMMENC.EMENT OF SC.HEDULES. NOTIFY THE ENelNEER. 48 HOURS PRIOR. TO Y'IOR.K TO C.OOR.DINATE PR.OJEC.T INSPEC.TION (J) SEE DETAILS AND SPEc.lFIC.ATIONS FOR. STAKINe METHOD, PLANT PIT DIMENSIONS AND BACKFILL REQUIREMENTS. ® IF C.ONFLIC.TS ARISE BETV'EEN SIZE OF AREAS AND PLANS, C.ONTR.Ac.TOR. TO C.ONTACT ENSINEER. FOR. RESOLUTION. FAILURE TO MAKE SLJC,H C.ONFLIC.TS KNOY'IN TO THE ENelNEER. Y'IILL R.ESLJL T IN C.ONTR.Ac.TOR.'S LIABILITY TO RELOC.ATE THE MATERIALS. C.ONTR.Ac.TOR. SHALL SLJBMIT FOR. APPROVAL PHOTOS OF ALL BOXED TREES. PHOTOS SHOULD INC-LLJDE A PER.SON FOR. SC.ALE PLJR.POSES. ALL SOX TREES SHALL BE OF QUALITY AS DETER.MINED SY THE OY'INER/LANDSc.APE AR.c.HITEC.T. MATERIAL FOLJND UNSLJITABLE FOR. THE DESISN OR. SPEC.IFIC.ATION INTENT Y'IILL BE REJEC.TED. THE C.ONTR.AC.TOR. SHALL ALSO SLJSMIT Y'IR.ITTEN SPEC.IFIC.ATIONS FOR. ALL PLANT MATERIAL SPEC.IFIED ON THIS PR.OJEC.T PRIOR. TO PLAc.lNe OR.DER.. FAILURE TO DO SO C.OLJLD RESULT IN THE REPLACEMENT (AT C.ONTR.Ac.TOR.'S EXPENSE) OF ANY PLANTS DETER.MINED UNAC,C,EPTABLE SY C.ITY / LANDSC.APE AR.c.HITEC.T. IT IS THE C.ONTR.Ac.TOR.'S RESPONSIBILITY TO FUR.NISH PLANT MATERIALS FR.EE OF PESTS OR. PLANT DISEASES. PRE-SELEC.TED OR. 'TAeeED' MATERIAL MUST BE INSPEc.TED SY THE C.ONTR.Ac.TOR. AND C.ER.TIFIED PEST AND DISEASE FR.EE. IT IS THE C.ONTR.Ac.TOR.'S OSLISATION TO Y'IAR.RANTY ALL PLANT MATERIALS PER. THE SPEC.IFIC.ATIONS. C,ONTR.Ac.TOR. SHALL BE RESPONSIBLE FOR. MAKINS HIM/HER.SELF FAMILIAR. Y'IITH ALL UNDER.eR.OUND UTILITIES, PIPELINES AND STR.LJC.TLJRES. C.ONTR.Ac.TOR. SHALL TAKE SOLE RESPONSIBILITY FOR. ANY C.OST INc.lJR.RED DUE TO DAMAeE OF SAID UTILITIES. C.ONTR.Ac.TOR. SHOLJLD C.ALL UNDER.eR.OUND SER.VIC.E ALERT (2) FULL Y'IOR.KINS DAYS BEFORE C.OMMENC.INS ANY Dle5INe. PHONE 811 FOR. U.S.A C.ONTR.Ac.TOR. SHALL NOT PR.OC.EED Y'IITH C.ONSTR.LJC,TION AS DESISNED Y'IHEN IT IS OSVIOLJS THAT UNKNOY'IN OSSTR.LJC.TIONS AND/OR. eR.ADE DIFFER.ENC-ES EXIST THAT MAY NOT HAVE BEEN KNOY'IN DUR.INS DESISN. SLJC,H C.ONDITIONS SHALL BE IMMEDIATELY SR.OLJeHT TO THE ATTENTION OF THE C.ITY'S ENelNEER.. THE C.ONTR.Ac.TOR. SHALL ASSLJME FULL RESPONSIBILITY FOR. ALL NEC.ESSARY REVISIONS DLJE TO FAILURE TO SIVE SLJC,H NOTIFIC.ATION. C.ONTR.Ac.TOR. SHALL BE RESPONSIBLE FOR. ANY C.OOR.DINATION Y'IITH SLJSC.ONTR.Ac.TOR.S AND C.ONSTR.lJC,TION MANAeER. AS REQUIRED TO ACC.OMPLISH PLANTINS OPERATIONS. LANDSC.APE C.ONTR.AC.TOR. TO R.Ec.EIVE SITE eR.ADED TO +0.10. C.ONTR.AC.TOR. SHALL OBTAIN LE I I ER. OF eR.ADE C.ER.TIFIC.ATION FR.OM OY'INER. PRIOR. TO PR.OJEC-T EXEC.UTION. PLANT MATERIAL QUANTITIES ARE SIVEN FOR. C.ONVENIENC.E ONLY. PLANT SYMBOLS AND SPEC.IFIED SPACINe SHALL TAKE PREC.EDENC.E. C.ONTR.Ac.TOR. SHALL VERIFY PLANT MATERIAL QUANTITIES PER. PLAN. (@ C.ONTR.Ac.TOR. TO ASSURE POSITIVE DRAINAeE IN ALL PLANTINe AREAS -1---~----------------------------+--~-----------------------------+--~---------------------------+--~----------------------------1 2% MINIMUM ALLOY'IED. 8 PALM TREE PLANTING Tree Protection Zone (TPZ) The Tree Protection Zone (TP7.) ls the area amund a tree or gmup of trees in "INhicl1 no grading or constrnction activity may occur. Listed below are minimal specifications for the TPZ at general construction sites. I lmvever, Lhe Parks and Trees SuperintendeIIL or Urban Forester may add additional specifications for lhe TPZ depending upon the species, condition or the Lree, sile conditions, and development. adivit.ies lha l may further impac1 the heal1h of lhe tree. 1. The distance of the TPZ from the trunk of the protected tree \Viii be 3 times trunk diameter, measured at 4 1/2 feet above grade -diameter breast height (Dl:3H). If this distance is larger than the City right-of-v,.·ay, generally only the area in the right-of- \Vay will be fenced. c Example: 36" DBH x 3=108'' or 9' 2. Once the TPZ has been csrnblishcd, no construction aclivity, storage of materials, dumping or parking is allowed ,vithin this area. Fencing materials (chain link, wire mesh or snmv fencing) will be used to enclose TI'Z. The material must be sturdy to withstand the constrnction period and discourage construction entry. /\ passageway will he left 1n the fence to allow access for tree monitoring and rnaintena111.:e activities. 3. Prior to the imtallation of the fence, a wuter basin with site :::;oil or two levels of sand bags around the tree wtll be established to retam water. The basm ,v,ll be filled with v,:ater, minimally once per ,vcck. The basin is inside the fence. 4. Placement of2" to 4" of course organic mulch will be applied over tl1e entire TPZ. The goal is to protect the tree and under no circrnm,tances will the TPZ be disturbed or violated without authorization from the City ofNev.·port Beach. If you have any questions or require additional assisLance, please contact Kevin Pekar, Parks & Trees Superi11tendent at (949) 644-3197 or email kpekar(a)newportbeachca.gov . Vv'e appreciate your cooperation. Appreciatively, City of Newport Beach TREE PROTECTION ZONE SPECS 6 TREE PLANTING ON SLOPE (j) @ @ ,.,......._, ___ ROOTBALL LEeEND, SEC.TION N.T.S. TR.EE -C.ENTER. IN PIT. TOP VIEY'I (N.T.5) ("5) ANCHORS 5/8" DIA. HOSE, SNUS AROUND TRUNK Y'IITH C.ASLE C.LAMPS. (5) MIN. -1/8" DIA. eALV. C.ASLE Y'IITH TLJR.NSUC.KLE, SEC.UR.ED TO DUC.KSILL ANC.HOR. SET. INSTALL 1/2" DIA. SLAC.K POLY TlJSINe ON C.ASLES. SPAC.E C.ASLES EQUALLY AROUND TR.EE TRUNK. DUC.KSILL ROOTSALL ANC.HOR. KIT, SPEC.IF'!' "LAR.eE 88R.SK KIT" TYPIC.AL OR. APPROVED EQUAL. EAC.H KIT INC.LUDES, (5) DUC.KBILLS, (21 FT) 5/16" TENSION C.ABLE, (I) R.ATC.HET TENSION STRAP. INSTALL R.OOTSALL ANC.HOR. KIT PER. MANUFAC.TUR.ER.'S R.EC.OMMENDA Tl ONS. 5" DEEP SHREDDED SARK MULC.H AROUND TR.EE. SEE PLANTINS PLANS FOR. MULC.H SPREAD DIAMETER.. TISHTLY C.OMPAC.TED 5" BERM TO FORM Y'IATER.INS BASIN. FINISH SR.ADE. AMENDED SAC.KFILL -REFER. TO SPEC.IFIC.ATIONS. NATIVE UNDISTURBED SOIL. SET TOP OF ROOTSALL 2" ABOVE SUR.R.OUNDINS SR.ADE AND SLOPE FOR. DR.AINAeE. @ SC.AR.IF'!' SIDES AND BOTTOM OF PLANTINS PIT. NOTES, C.ITY INSPEC.TION AND APPROVAL, ALL TREES THAT REQUIRE ROOT SALL ANC.HOR.S SHALL SE INSPEC.TED AND APPROVED SY C.ITY'S ENSINEER. PRIOR. TO SAC.KFILLINS. ANY TREE INSTALLED Y'IITHOUT PRIOR. INSPEC.TION Y'IILL SE SUSJEC.T TO REMOVAL AND R.EPLAC.EMENT AT NOC.OST TO THE C.ITY. 1 TREE GUYING UNDER.eR.OUND SER.VIC.E ALERT GALL: 811 TY'IO Y'IOR.KINS DAYS BEFORE YOU DIS 4 SHRUB PLANTING ON SLOPE (j) @ I 1=1 I-I =I I I =I l=I LEeEND, TWICE ROOTBALL DIAMETER SEC.TION N.T.S. TREE -C.ENTER. IN PIT. LODSE POLE TR.EE STAKES PER. SPEC.IFIC.ATIONS (2 PER. TREE). USE (10 FT LENSTH) STAKES AT ALL 15 SAL. AND 24" BOX TREES, TYP. KEEP C.LEAR. OF R.OOTBALL. REMOVE TOP OF STAKE TO 4" SELOY'I LOY'IEST SR.ANC.H. SET STAKES PARALLEL TO PR.EVAILINe Y'IINDS. 2" Y'IATER. BASIN. FINISH SR.ADE. @ AMENDED SAC.KFILL -REFER. TO SPEC.IFIC.ATIONS. @ PLANT TABLET -REFER. TO SPEC.IFIC.ATIONS FOR. G) QUANTITY AND PLAC.EMENT. TR.EE TIES -2 V.I.T. TY'IIST BR.AC.E (TB24/TB56) BY STR.ONeBOX, (800) 12"1-1514. INSTALL USINS 2-1/2" SALV. SC.R.EY'IS. @ SET TOP OF R.OOTSALL 2" ABOVE SUR.R.OUNDINS SR.ADE AND SLOPE FOR. DR.AINASE. @ SC.AR.IF'!' SIDES AND BOTTOM OF PLANTINS PIT. @ NATIVE UNDISTURBED SOIL. NOTES, LODSE POLE TR.EE STAKES SHALL SE PLUMS OR. ANGLED SLIGHTLY OUTY'IAR.D AFTER. TR.EE TIES ARE IN PLAC.E, AS SHOY'IN. TREE PLANTING --·• GROUP R MDESIGN 2 GROUNDCOVER PLANTING (j) @ @ @ ® @ G) @ LESEND, -11- =III-- - - -li, . ,L ~Wi= J!, . ,_;;;ill;c;Lc THICE l<OOTBALL DIAMe-reR SEC.TION N.T.S. SHRUB -C.ENTER. IN PIT. 2" DEEP Y'IATER.INe BASIN. FINISH SR.ADE. I lT= AMENDED SAC.KFILL -REFER. TO SPEC.IFIC.ATIONS. PLANTINS TABLETS -REFER. TO SPEC.IFIC.ATIONS FOR. QUANTITY AND PLAC.EMENT. SC.AR.IF'!' SIDES AND BOTTOM OF PLANTINS PIT. NATIVE UNDISTURBED SOIL. SET TOP OF R.OOTSALL 2" ABOVE SUR.R.OUNDINS SR.ADE AND SLOPE FOR. DR.AINASE. SHRUB PLANTING AFTER. R.OUeH eR.ADES HAVE BEEN ESTABLISHED IN PLANTINS AREAS, C.ONTR.Ac.TOR. SHALL HAVE 552IL SAMPLES TAKEN AT THE LOC.ATIONS INDIC.ATED SY DESISNATION _j!': (4 TOTAL). C.ONTR.Ac.TOR. SHALL INFORM SOIL TESTINe LAS OF THE PLANT MATERIAL SPEC.IFIED IN SOIL TESTINe LOC.ATIONS (NATIVE TREES 4 SHRUBS, ORNAMENTAL TREES 4 SHRUBS, PALM TREES, BERMUDA SOD, ETC..) SO THAT APPROPRIATE PLANTINe R.Ec.OMMENDATIONS C.AN BE SIVEN. THESE SAMPLES SHALL BE TESTED SY Y'IAYPOINT ANALYTIC.AL, OR. APPROVED EQUAL, C.ONTACT, JOE KIEFER. Hl4) 282-8111 FOR. SOIL FERTILITY, AeR.IC.UL TUR.AL SUITABILITY TEST AND SOIL PREPARATION R.Ec.OMMENDATIONS .. TY'IO SAMPLES SHALL BE TAKEN AT EACH LOC.ATION, (I) eR.OUND LEVEL TO 10" DEEP, (2) 24" TO 56" DEEP. EAC.H SAMPLE SHALL C.ONTAIN APPR.OXIMATEL Y I GlUAR.T OF SOIL AND BE LABELED PER. LOC.ATION AND DEPTH. C.ONTR.Ac.TOR. SHALL INSTALL SOIL PREPARATION AND BACKFILL MIX TO C.ONFOR.M TO THESE REC.OMMENDATIONS ONLY UPON R.EC.EIPT OF Y'IR.ITTEN C.HANeE OR.DER. FR.OM OY'INER.. SLJSMIT SOIL REPORT TO C.ITY'S ENSINEER. PRIOR. TO PLANTINS. @ eR.OUND WYERS AND SHRUBS SHALL BE TR.IANeULAR.L Y SPACED, UNLESS OTHER.Y'IISE INDIC.ATED. ALL SOIL FOR. LANDSC.APE PLANTINS AREAS OR. BER.MS SHALL BE OBTAINED FR.OM ON-SITE EXC.AVATIONS. SHOULD IMPORT SOIL BE NEC-ESSARY, INDIC.ATE SOUR.c.E LOC.ATION. SEE PR.OJEC.T eEOTEC-HNIC.AL REPORT. SOIL SHALL BE SANDY LOAM C.ONTAININe NO TOXIC, c.HEMIC.ALS OR. ELEMENTS Y'IHIC-H MAY INHIBIT OR. RETARD NOR.MAL PLANT eR.OY'ITH. SOIL TESTINe RESLJL TS SHALL BE SLJBMI I I ED AND APPROVED PRIOR. TO SOIL IMPLEMENTATION. ALL LANDSC-APED AREAS (EXc.LUDINe TLJR.F) SHALL SE MLJLC.HED Y'IITH A 5" DEEP LAYER. OF MLJLC.H, PER. SPEC.IFIC.ATIONS, AT THE C.ONC.LLJSION OF PLANTINS OPERATIONS. AT EDeES OF PLANTINe AREAS, THE C.ENTER. LINE OF THE LAST R.OY'I OF SHRUBS AND/OR. eR.OUND c.oVER. SHALL BE LOC.ATED NO FARTHER. FR.OM OR. C.LOSER. TO THE EDeE THAN ONE-HALF THE SPEC.IFIED ON-C.ENTER. SPAC.INe. REMOVE ALL NURSERY STAKES AND ESPALIER. RAC.KS IMMEDIATELY AFTER. INSTALLATION, UPON PR.OVIDINe SLJPPOR.T PER. DETAILS, THIS SHEET. ROOT BARRIER. NOTE, ALL TREES PLANTED Y'IITHIN 10' OF ANY HAR.DSC.APE ELEMENT (SIDEY'IALKS, Y'IALLS, D.S., PAYERS, C.UR.SS, ETC..) SHALL REC.EIVE ROOT BARRIER. SY "DEEP ~ CORP.". Hl4) 8'18-0865. NUMBER. OF PANELS PER. TREE PER. l-1ANUFACTLJR.ER.'S REC.OMMENDATION. SEE SPEC.IFIC.ATIONS. @ ALL MJLC.H AREAS ON SLOPES TO REC.EIVE JLJTE NETTINS. SEE SPEC.IFIC.ATIONS. C.ONTR.AC.TOR. SHALL SE RESPONSIBLE FOR. MAINTAININe PROTEC.TION OF ALL EXISTINS SHRUB AND TURF AREAS TO REl-1AIN DUR.INS C.ONSTR.UC.TION. DAMASED SHRUB AND TLJR.F AREAS SHALL BE REPAIR.ED OR. R.EPLAC.ED AT THE C.ONTR.AC.TOR.'S EXPENSE. TLJR.F AREAS Y'IITHIN EXISTINS IR.R.ISATION RENOVATION/RETROFIT ZONES AS INDIC.ATED ON THE PR.OJEC.T IR.R.ISATION PLANS SHALL SE MAINTAINED AND REPAIR.ED IF NEEDED Y'IITH NEY'! SOD. PER. PR.OJEC,T eEOTEC.H REPORT, Y'IHER.E NEY'! TREES OR. LAR.eE LAR.eE SHRUBS ARE TO SE LOC.ATED IN C.LOSE PROXIMITY OF NEY'! C.ONC.R.ETE FLATY'IOR.K, R.ISID MOISTLJR.E / ROOT SAR.R.IER.S SHOULD SE PLAC.ED AROUND THE PERIMETER. OF THE FLATY'IOR.K TO AT LEAST 2 FEET IN DEPTH IN OR.DER. TO PR.OTEC.T THE FLATY'IOR.K FR.OM POTENTIAL ROOT AND MOISTURE DAMAeE. EXISTINe MATURE TREES NEED FLATY'IOR.K SHOULD ALSO INC.LUDE R.ISID MOISTURE / ROOT SAR.R.IER.S PLAC.ED AT LEAST 2 FEET IN DEPTH SELOY'I THE TOP OF THE FLATY'IOR.K. SEE PLANS AND SPEC.S FOR. LOC.ATIONS. PLANTING NOTES GENERAL NOTES SYMBOL LIST P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A N DSCAPE A R C H I T ECT 08/31/2021 10/18/2021 S T A T E OF CA L I F O R N IA CRAIG D.S EN S E N B AC H LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number: 535.024 FB A E n g i n e e r i n g / P l o t D a t e : 1 0 / 1 8 / 2 0 2 1 1 0 : 5 3 A M / P l o t t e d b y : W i l l i a m R a m i r e z / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 2 4 \ E - 0 . 0 1 _ 5 3 5 0 2 4 . d w g GENERAL NOTES & SYMBOL LIST E-0.01 40 LIGHT FIXTURE SCHEDULE FBA # 535.024 TYPE LIGHT FIXTURE DESCRIPTION FI X T U R E M A X I M U M TO T A L I N P U T WA T T S FI X T U R E M I N I M U M LU M E N O U T P U T EF F I C I E N C Y FIXTURE MOUNTING LA M P T Y P E LA M P C O L O R TE M P E R A T U R E K ° LA M P C R I , N O T LE S S T H A N EA C H L A M P I N I T I A L MI N I M U M L U M E N OU T P U T TO T A L A L L L A M P S IN I T I A L M I N I M U M LU M E N O U T P U T LA M P Q U A N T I T Y LIGHT FIXTURE SYMBOL I. THESES DRAWINGS AND SPECIFICATIONS ARE INTENDED TD FORMATS AND CONVENTIONS AND WITH ND GUARANTEE OF (ALL SYMBOLS NOT NECESSARILY USED ON THESE DRAWINGS) COVER A COMPLETE INSTALLATION OF SYSTEMS, THE COMPATIBILITY WITH ANY RECIPIENT'S SOFTWARE DR HARDWARE ALL SYMBOL DESCRIPTIONS ARE SUBJECT TD M□DIFICATI□N AS NOTED ON THE DRAWINGS, VERIFY EXACT LOCATIONS □MISSION DR EXPRESSED REFERENCE TD ANY ITEM OF LABOR AND ANY USE WITH DR CONVERSION TD OTHER FORMATS DR AND HEIGHTS OF OUTLETS WITH ARCHITECTURAL INTERIOR ELEVATIONS PRIOR TD ROUGH-IN, DR MATERIALS REQUIRED FDR THE PROPER EXECUTION OF THE CONVENTIONS, DR THE USE WITH ANY PARTICULAR SOFTWARE WORK IN ACCORDANCE WITH PRESENT PRACTICE OF THE DR HARDWARE, IS AT THE RECIPIENT'S SOLE RISK, =€l DUPLEX CONVENIENCE RECEPTACLE VERTICAL ON FLUSH WALL MOUNTED OUTLET BOX, + I 8', TRADE SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING SUCH ADDITIONAL LABOR AND MATERIALS. 9, LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN AND "'Q) JUNCTION BOX INDICATES CONNECTION TD EQUIPMENT AS REQUIRED, TYPICAL, CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING ~ 2, THESE PLANS AND SPECIFICATIONS AND ALL WORK AND AND TRENCHING ON THIS SITE TD AVOID EXISTING DUCTS, PANELB□ARD, ADJACENT LINE INDICATES PANEL FRONT, ADJACENT BALLOON INDICATES PANEL MATERIALS SHALL BE IN FULL ACCORDANCE WITH ALL LEGAL PIPING DR CONDUIT, ETC, AND TD PREVENT HAZARD TD DESIGNATION 'A', SEE DRAWING E-3 FDR PANEL SCHEDULE, AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING PERSONNEL AND/DR DAMAGE TD EXISTING UNDERGROUND SI LED SINGLE HEAD PARKING LDT LUMINAIRE WITH □NE-PIECE 133 142 SEE DETAIL l/E-0.04 LED 3000 BO 18866 18866 WITHOUT LIMITATION THE FOLLOWING, UTILITIES DR STRUCTURES WHETHER DR NOT SHOWN AND " CIRCUIT BREAKER STATIONARY (N□N-DRAW□UT), SECONDARY VOLTAGE, -0 0 INSTALLED BY ANY OTHER CONTRACTS, THE ENGINEER IS NOT --0 DIE-CAST ALUMINUM HOUSING, TYPE IV DISTRIBUTION, MOUNT ON a, CALIFORNIA CODE OF REGULATIONS TITLE 24, PARTS I AND RESPONSIBLE FDR THE LOCATION OF UNDERGROUND UTILITIES D FUSED SAFETY SWITCH (DISCONNECT), HORSE POWER RATED, MOUNT ON WALL +45', DR ON ROUND 22' HIGH ALUMINUM POLE WITH 2'-6' HIGH RAISED 2 (CALIFORNIA BUILDING CODE), 2019 EDITION, DR STRUCTURES WHETHER DR NOT SHOWN DR DETAILED BY ANY EQUIPMENT +36', PROVIDE SWITCH AND FUSES SIZED PER EQUIPMENT MANUFACTURER REQUIREMENTS, CONCRETE BASE, COLOR AND FINISH SELECTED BY ARCHITECT. OTHER CONTRACTS, THE CONTRACTOR SHALL IMMEDIATELY PHOTO CONTROL BUTTON MOTION SENSOR FDR ALL NIGHT 507. b, CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 3 NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED C□NDITI□NS 9 MOTOR CONNECTION. PROVIDE FUSED SAFETY SWITCH (DISCONNECT), HORSE POWER RATED, WALL (CALIFORNIA ELECTRICAL CODE), 2019 EDITION, BE DI SCDVERED. THESE DRAWINGS AND SPECIFICATIONS DD MOUNTED, +45' DR EQUIPMENT MOUNTED, +36', PROVIDE SWITCH AND FUSES SIZED PER DIMMING, SHALL NOT EXCEED BUG RATING, B5-UO-G3, NOT INCLUDE NECESSARY COMPONENTS FDR CONSTRUCTION EQUIPMENT MANUFACTURER REQUIREMENTS, c, CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 6 SAFETY, SIGNIFY GARDC□ PURE FORM ~P26-64L-700-NW-G2-AR-4-UNV <CALIFORNIA ENERGY CODE), 2019 EDITION. CONDUIT, INSTALLED CONCEALED IN WALL DR IN CEILING SPACE, POLE #RA45-CB-22'-Dl-FINISH, 10. REFER TD THE DRAWINGS AND SHOP DRAWINGS OF OTHER TRADES 1/2' C - 2 #12 111 111 3/4' C - 6 #12 d, CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 9 FDR ADDITIONAL DETAILS WHICH AFFECT THE PROPER "' 1/2' C - 3 #12 1111 111 I' C - 7 #12 ' (CALIFORNIA FIRE CODE), 2019 EDITION. INSTALLATION OF THIS WORK, 1111 3/4' C - 4 #12 1111 1111 l'C-8#12 S2 LED 42' HIGH SPUN CONCRETE BOLLARD WITH PEARL GRAY ETCHED 60 SEE DETAIL 2/E-0.04 LED 3000 11111 3/4' C - 5 #12 111111111 I 1/4' C - 9 #12 • FINISH, CLEAR ACRYLIC LOUVER, TYPE V DISTRIBUTION AND e, OTHER REGULATING AGENCIES WHICH MAY HAVE 11. THE DRAWINGS INDICATE, IN A DIAGRAMMATIC MANNER, THE PHOTO BUTTON CELL AUTHORITY □VER ANY P □RTIDN OF THE WORK, INCLUDING DESIRED LOCATIONS AND ARRANGEMENT OF THE COMPONENTS OF ---CONDUIT, INSTALLED CONCEALED IN DR UNDER FLOOR DR BELOW GRADE, 3/4' CONDUIT MINIMUM, THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, ELECTRICAL WORK. DETERMINE EXACT CONDUIT ROUTING, KING LUMINAIRE / STRESSCRETE AND THOSE CODES AND STANDARDS LISTED IN THESE CONDUIT BENDS, AUXILIARY JUNCTION BOXES, SUPPORTS ---E---EXISTING RACEWAY NOTES AND SPECIFICATIDNS, AND UNDEFINED CONSTRUCTION DETAILS AS A JOB C□NDITI□N #KL-C-S-LAC-TYPE V-LED-SSL-4003-120-E40-SBP-PBC TD BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODE • t:_ 111111 f, THE ELECTRICAL SYSTEMS FUNCTIONALITY STANDARDS REQUIREMENTS. PROPER JUDGEMENT MUST BE EXERCISED IN H□MERUN TD PANEL 'B' FDR CIRCUITS 5, 7, 9 WITH SEPARATE NEUTRALS, 8-5,7,9 S3 8-5/8' W X 4-1/8' DIA, LED FLOOD LIGHT. COPPER FREE ALU. 34 Bl IN GROUND W/ LED 3000 BO 2744 2744 -SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE EXECUTING THE WORK SD AS TD SECURE THE BEST POSSIBLE +45" MOUNTING HEIGHT TD CENTER LINE IG ISOLATED GROUND AND ISOLATED NEUTRAL --0 EXTRUSION WITH STAINLESS STEEL HARDWARE AND WITH SHOCK CONCRETE BASE ( THE 'RIGHT TD REPAIR ACT'), INSTALLATION IN THE AVAILABLE SPACE AND TD OVERCOME OF DEVICE FROM FINISH FLOOR DR LOCAL DIFFICULTIES DUE TD SPACE LIMITATIONS DR RESISTANT, TEMPERED, CLEAR GLASS LENS, COLOR L FINISH SEE DETAIL 3/E-0,04 INTERFERENCE OF C□NDITIDNS ENCOUNTERED, EXTER I□R GRADE J-BOX JUNCT I□ N BOX g, THE MANUFACTURER'S REQUIREMENTS DR RECOMMENDATIONS SELECTED BY ARCHITECT. FDR ANY INCORPORATED PRODUCTS, CD--KEY NOTE CALLOUT, REFER TD KILOVOLT AMPERES 12, IN THE EVENT CHANGES IN THE INDICATED LOCATIONS DR !NA CORRESPONDING NOTE ON BK LIGHTING #YO-LED-X44-WW-9-11-BD h, THE MOST CURRENT APPROVED ISSUES OF ANY NOTED ARRANGEMENTS ARE NECESSARY, DUE TD DEVELOPED C□NDITl□NS DRAWING WHERE CALLOUT OCCURS. KW KILOWATT DRIVER HOUSING #HP2RM SERIES SPECIFICATI□NS, CODES AND STANDARDS, INCLUDING IN THE BUILDING CONSTRUCTION DR REARRANGEMENT OF SUPPLEMENTS, UNLESS NOTED OTHERWISE, EQUIPMENT, SUCH CHANGES SHALL BE MADE WITHOUT COST A.F.F, ABOVE FINISH FLOOR LCL LONG CONTINUOUS LOAD PROVIDING THE CHANGE IS ORDERED BEFORE THE CONDUIT RUNS, S4 LED 12'X 12'X 7' WALL MOUNT, VANDAL RESISTANT FIXTURE 40 WALL MOUNT LED 3000 5112 3, THE PLANS REPRESENT ONLY THE FINISHED ELECTRICAL, ETC,, AND WORK DIRECTLY CONNECTED TD SAME IS INSTALLED LTG, LTS A.F.G. ABOVE FINISH GRADE LIGHTING -0 WITH 12 GAUGE ALUMINUM HOUSING, 1/8' POLYCARBONATE LENS, FIRE ALARM AND LOW VOLTAGE SYSTEMS, AND THEY ARE AND ND EXTRA MATERIALS ARE REQUIRED. BRONZE FINISH, SUITABLE FDR WET LOCATION AND LIFETIME NOT INTENDED TD INDICATE DR REQUIRE ANY CONSTRUCTION AWG AMERICAN WIRE GAUGE MCB MAIN CIRCUIT BREAKER VANDALISM WARRANTY, MEANS, METHODS, TECHNIQUES, SEQUENCES DR PROCEDURES, 13, PROVIDE ALL EQUIPMENT WITH ENCLOSURES LISTED DR LABELED FDR USE AND LOCATION WHERE SUCH EQUIPMENT IS INSTALLED, AMP, A AMPERE MLO MAIN LUGS ONLY 4, IN USING THE PLANS FDR BIDDING DR CONSTRUCTION LUMINAIRE LED #WVPl212-40W-30DOK-BRZ SERIES, PURPOSES, THE CONTRACTOR IS REQUIRED TD REVIEW ALL 14, GROUNDING SHALL BE EXECUTED IN ACCORDANCE WITH ALL AMPERES INTERRUPTING NATIONAL ELECTRICAL CODE OF THE PROJECT'S CONSTRUCTION DOCUMENTS AS A WHOLE APPLICABLE CODES AND REGULATIONS, BOTH OF THE STATE OF A.I.C. NEC NOTE, CONTRACTOR SHALL BE RESPONSIBLE FDR PROVIDING SUBMITTALS FDR ALL NEW LIGHTING FIXTURES, SUBMITTAL FDR LIGHTING SHALL BE ROUTED IN ORDER TD IDENTIFY ALL REQUIREMENTS THAT DIRECTLY DR CALIFORNIA AND LOCAL AUTHORITIES HAVING JURISDICTION, CAPACITY (SYMMETRICAL) NIC NOT IN CONTRACT TD CITY OF NEWPORT UTILITIES DEPARTMENT FDR REVIEW AND APPROVAL OF SUBMITTAL PRIOR TD CONTRACTOR PURCHASE AND INSTALLATION. INDIRECTLY AFFECT ITS PORTION OF THE ELECTRICAL WORK, CIRC.,CKT. CIRCUIT EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED 15, PROVIDE GROUND WIRE IN EACH CONDUIT CONTAINING CIRCUITS PH. or <J> PHASE AS APPLICABLE TD OTHER TRADES, IN CASE OF CONFLICTS, FEEDING RECEPTACLES, THE CONDUIT SHALL NOT BE PERMITTED THE CONTRACTOR SHALL EITHER OBTAIN DIRECTION FROM TD SERVE AS THE ONLY ELECTRICAL GROUND RETURN PATH, CB CIRCUIT BREAKER PROVIDE FURNISH, INSTALL AND CONNECT, AN APPROPRIATE OWNER REPRESENTATIVE DR OTHER-C CONDUIT WISE APPLY THE MORE STRINGENT REQUIREMENT. 16, PROVIDE HANDLE TIES AT CIRCUIT BREAKERS TD SIMULTANEOUSLY REC, RECEPT RECEPTACLE DISCONNECT ALL UNGROUNDED CONDUCTORS OF MULTI-WIRE CLCB CURRENT LIMITING CIRCUIT BREAKER 5, IN INTERPRETATING THE PLANS, THE FOLLOWING GENERAL BRANCH CIRCUITS WITH A SHARED NEUTRAL, RGS RIGID GALVANIZED STEEL RULES APPLY• c.o. CONDUIT ONLY. 17, UNLESS NOTED OTHERWISE ALL 120 VOLT H□MERUNS □VER 100 SECONDARY 600 VOLTS AND LESS o, WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE □VER FEET SHALL BE #10 AWG MINIMUM, □VER 175 FEET SHALL BE CONN CONNECTED SCALED DRAWINGS, #8 AWG MINIMUM, ADJUST CONDUIT SIZE ACCORDINGLY, TYP TYPICAL b, SCALED DIMENSIONS AND GRAPHICALLY SHOWN LOCATIONS 18, NOTIFY THE ARCHITECT IN WRITING WHEN INSTALLATION IS DIA DIAMETER U.N.O. UNLESS NOTED OTHERWISE ARE TD BE CONSIDERED ONLY APPROXIMATE, FIELD VERIFY COMPLETE AND THAT A FINAL INSPECTION OF THIS WORK CAN EMT ELECTRICAL METALLIC TUBING DIMENSIONS PRIOR TD BID, BE PERFORMED, IN THE EVENT DEFECTS DR DEFICIENCIES V VOLTS ARE FOUND DURING THIS FINAL INSPECTION, THEY SHALL BE Er EXHAUST FAN c, BECAUSE THE PLANS ARE INTENDED TD SET FORTH THE CORRECTED TD THE SATISFACTION OF THE ARCHITECT BEFORE VA VOLT AMPERES REQUIREMENTS FDR CONSTRUCTION IN ONLY AN INDUSTRY-FINAL ACCEPTANCE CAN BE ISSUED, (E) EXISTING EQUIPMENT TD REMAIN STANDARD LEVEL OF QUALITY AND DETAIL, AND THEREFORE WP WEATHERPROOF ARE INTENDED TD BE SUPPLEMENTED BY APPROPRIATE 19. PANELB□ARDS ARE EXISTING UNLESS NOTED OTHERWISE, NEW FIA FULL LOAD AMPS REQUESTS FDR CLARIFICATION AND INF□RMATl□N, ERRORS CIRCUIT BREAKERS SHALL BE THE SAME TYPE AND INTERRUPTING w WIRE AND □MISSIONS AND TD BRING THESE ERRORS AND RATING AS EXISTING BREAKERS IN PANEL, GFI GROUND FAULT CIRCUIT INTERRUPTER, □MISSIONS TD THE ATTENTION OF AN APPROPRIATE OWNER 1P SINGLE POLE REPRESENTATIVE IN A TIMELY MANNER AND ASSUMES THE 20, WHERE CIRCUIT CHANGES DR ADDITIONS OCCUR IN PANELB□ARDS GFP GROUND FAULT PROTECTION RISK OF THE CONSEQUENCES OF FAILING TD DD SD BEFORE UPDATE PANEL DIRECTORY CARDS WITH NEW TYPE WRITTEN CARDS 2P DOUBLE POLE BIDDING DR OTHERWISE PROCEEDING. INDICATION DESCRIPTION OF ALL CIRCUITS, GRD GROUND 3P TRIPLE POLE ci, THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS 21. THE CONTRACTOR SHALL BE RESPONSIBLE FDR OBTAINING THE LATEST PRIOR TD STARTING CONSTRUCTION, AND NOTIFY THE SCE IMPROVEMENT PLANS FDR FIFTH AVENUE AND SHALL REVIEW PLANS ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES DR TD FAMILIARIZE THEMSELVES WITH UTILITY LINES, PROPOSED AND I NC□NS I STENC I ES, EXISTING INFRASTRUCTURE AND ALL RELATED IMPROVEMENTS, 6, SUBMITTALS WILL BE REVIEWED BY THE ELECTRICAL ENGINEER, SHEET INDEX IF AT ALL, ONLY PURSUANT TD THE INDUSTRY-STANDARD PROTOCOL SET FORTH IN AJA DOCUMENT A201, AND IN ND EVENT WILL THE THE SUBMITTAL REVIEW PROCESS RELIEVE 40, E-0, DI GENERAL NOTES L SYMBOL LIST DR LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FDR AN INAPPROPRIATE SUBMITTAL, 41. E-0, 02 SINGLE LINE DIAGRAMS, PANEL SCHEDULES 7, IN ND EVENT WILL ANY SITE VISITS BY THE ELECTRICAL ENGINEER 42, E-0, 03 RESTROOM LIGHTING PLAN CONCERN CONSTRUCTION MEANS AND METHODS DR CONSTRUCTION SAFETY, AND ALL SUCH MATTERS SHALL REMAIN THE SOLE 43, E-0, 04 DETAILS RESPONSIBILITY OF THE CONTRACTOR, 8, COPIES OF THE THE PLANS PROVIDED IN ANY ELECTRONIC FORM 44, E-0, 05 TITLE 24 ARE SUBJECT TD THE SAME PR□VISl□NS AS THE OTHER 45, E-1. DI SITE ELECTRICAL PLAN INSTRUMENTS OF SERVICE PREPARED BY DR ON BEHALF OF ELECTRICAL ENGINEER FDR THE PROJECT, INCLUDING WITHOUT 46, E-1. DIA PARKING PHOTOMETRIC PLAN LIMITATI□N THE ENGINEER'S COMMON LAW, STATUTORY DR OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS, A RECIPIENT 47, E-1. 02 SITE ELECTRICAL PLAN IS GRANTED AT MOST A TRANSFERABLE NONEXCLUSIVE LICENSE TD REUSE THE PLANS SOLELY FDR PROJECT PURPOSES; AND 48, E-1. 02A SITE PHOTOMETRIC PLAN ND RECIPIENT IS AUTHORIZED TD USE DR TD ALLOW THE USE OF ALL DR ANY PORTION OF THESE PLANS FDR ANY OTHER PURPOSE, 49, E-2, DI SPORTS FIELD LIGHTING PLANS AND ANY USE FDR ANY OTHER PURPOSE WOULD CONSTITUTE ACTIONABLE PLAGIARISM, ELECTRICAL ENGINEER PROVIDES 50, E-2, 02 SPORTS FIELD LIGHTING PLANS DOCUMENTS IN AN ELECTRONIC FORM ONLY IN ITS STANDARD 51. E-2, 03 SPORTS FIELD LIGHTING PLANS UNDERG>ROUND 5ERYIGE ' ALERT ~ l ~-~ •• GALL: @l /;; 10J72 R M• . 09-J0-22 i i i i * * 811 • .. . ~"<(~£/ CTRl(;',fp;'< \ J TY'lO V'lORKIN<S DAYS (T Cl!.-1' -BEFORE YOU Dl6 P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A N DSCAPE A R C H I T ECT 08/31/2021 10/18/2021 S T A T E OF CA L I F O R N IA CRAIG D.S EN S E N B AC H LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number: 535.024 FB A E n g i n e e r i n g / P l o t D a t e : 1 0 / 1 8 / 2 0 2 1 1 0 : 5 3 A M / P l o t t e d b y : W i l l i a m R a m i r e z / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 2 4 \ E - 0 . 0 2 _ 5 3 5 0 2 4 . d w g SINGLE LINE DIAGRAMS, PANEL SCHEDULES E-0.02 41 REV 1 - RFI 0092020-08-17 m -''-I- PROJECT ND. 535014 VILTS 11□/110 EXIST!lli PANELBll!RD A HAIN L. □. PfllSE !PH, 3V BUS !□DA MTG SURFACE LDCATIIN RESTRUIII IIJILIING (-LDAD (VAJ -> LOAD OUTLET <-LIIAI (VAi -> LIIID OUTLET CKT A B TYPE ll(R illlN 11:SCRIPTIIN CKT A B TYPE BKR illlN DESCRIPTIIJI I 180-L 111/1 7 11-EXTERl □R LTS A 1 360 ----R 10/1 1 E-RESTRUIII ll[CEPTS 3 -----160 L 111/1 4 N-RESTRDOM LTS B I ---360 R 10/1 1 E-ELEC.1111 ll[CEPTS 5 780-L 111/1 E-STDRAGE LlS A 6 360 ----R 10/1 1 E-STIRAG: R~ RECEPTS 7 -----100 G 111/1 E-IRRIG. CINTRILIIR B B ---100 G 10/1 E-Tllt: SV!Tlll 9 -SPACE A ID ----SPACE 11 -----SPACE B 11 ---SPACE 13 -----SPACE A 14 ----SPACE 15 -----SPACE B 16 ---SPACE 17 ----SPACE A 18 ----SPACE 19 -----SPACE B 10 ---SPACE 41 -111/1 CIJll£CTEm L. C. L !1151. a 1515 L □AD TYPE1 VA AMPS ll[CEPT, ( > 10 kVA ! 50!1 a 1011() Pl\lS[ A • 171IO 15 KITCIEN ! 651. • G -GEIER/I. 1100!) M -MOTOR I !IXIZJ Pl\lS[ B a 710 6 OTHER LIIAI ! !ODY. a 100 L-L.C.L. 1115!) Ml -M□TDR 1115Zl 111TAL VA a 1805 R -RECEPTACLE I 50!) X -X-RAY 1100!1 ( 10 kVA @ 100!) XI -X-RAY I 50.J TOTAL • 1SOO 10 TUTAL IIIPS • 11 K -KlllllEN I 65!) CB -INDICATES NEW CIRCUIT BREAKER, TYPE TD HATCH EXISTING. MATCH A. I. C. RATING OF EXISTING. N -INDICATES NEW DR CHANGED LOAD ON EXISTING CIRCUIT. E -INDICATES EXISTING CIRCUIT TD REMAIN. VILJS 110/110 PfllSE !PH, 3V MTG SURFACE (-LDAD (VAJ -> LOAD OUTLET CKT A B TYPE ll(R illlN OCSCRIPTl□N PANELBOARD BB LDCATl□N RESTRUIII IIJILIING <-LIIAI (VAi -> CK! A B Lill! TYPE PROJECT ND, 535011 HAIN L. □, BUS 400A OUTLET BKR illlN IESCRIPTIIJI I 1451-L ll/1 N-P□LE Al 3 -----1452 L ---- 5 1451-L ll/1 N-P□LE A1 7 1452 L A 1 1184 ----L B 4 -----1184 L A 6 1184 ----L B B -----1184 L 30/2 N-POII 11 ----- 30/2 N-POII Bl I 2 --------t-rl, 2 -------------- 9 ---L ll/1 N-P□LE B1 A 10 ----L 30/2 E-SPARE 11 -----L ----B 11 ---L ----- 13 100--G 15 100 G 111/1 CB-MUSCO CINTRIL CABINET A 14 1184 ----L 30/1 N-POLE Cl B 16 ---11B4 L ------+rl,2 -------------- 17 1451 ---L ll/1 N-P□LE C1 A 18 5111 ----L 10/1 4 N-POII /IIEA LIGHTS 19 -----1452 L ----B 10 ---390 L 10/1 3 N-POII /IIEA LIGHTS 21 1184-L ll/1 N-P□LE □2 A 11 100 ----G 20/1 E-TII£ CLOCK 13 -----1184 L ----B 14 ---100 G 10/1 E-CONTRUL RELAYS 15 500 ----G 111/1 E-VEND!NG A 16 360 ----G 10/1 E-DB CAI " -----500 G 111/1 E-VEND!NG B 18 --- 19 100 ---G 111/1 N-MUSCD CINTRUL CABINET A 30 ---- 31 -----111/1 E-SPARE B 31 --- 33 -111/1 SPARE A 34 ---- 35 -----334 L 111/1 4 CB-PARKING LDT/SIGN LTS B 36 --- 37 -A 38 ---- 39 -----B 40 --- 41 - CIJll£CTED, L. C. L !1151. a 34285 LDAD TYPE, VA AMPS ll[CEPT, I > 10 kVA ! 50!1 • Pl\lS[ A a 14772 113 KITCIEN ! 651. a G -GEIER/I. 1100!) M -MOTOR I !IXIZJ Pl\lS[ B • 14516 111 OTHER LIIAI ! !ODY.• 1860 L-LC,L. 1125!) Ml -M□TDR 1115Zl 111TAL VA a 36145 R -RECEPTACLE I 50!) X -X-RAY I IIXIZJ ( 10 kVA @ 100!) XI -X-RAY I 50.J TOTAL a 192811 111 TUTAL IIIPS a 151 K -K!TlllEN I 65!) CB -INDICATES NEW CIRCUIT BREAKER, TYPE TD HATCH EXISTING. MATCH A. I. C. RATING OF EXISTING. C -INDICATES CIRCUIT ROUTED THR□UGHT _____ PDLE CONTRACTOR CONTROLLED BY PHOTOCELL ITIMECL□CKJ ON /PHOTOCELL ITIMECL□CKJ □FF. N -INDICATES NEW DR CHANGED LOAD ON EXISTING CIRCUIT, E -INDICATES EXISTING CIRCUIT TD REMAIN. [Il EXISTING POLE TD BE REMOVED, DISCONNECT CONDUCTORS FROM CIRCUIT BREAKER AND LABEL AS SPARE, [gJ REPLACE EXISTING CIRCUIT BREAKER WITH 3 □A, 2 POLE BREAKER. BREAKER TYPE AND A. I. C. RATING TD MATCH EXISTING. PROJECT ND. 535014 VILlS 120/110 EXIST!lli PAHELB□ARD A HAIN LO, PfllSE !PH, 3V BUS 100A HTG SURFACE LDCATl□N YOIITH CENTER ELEC, RIIIM (-LDAO (VAJ -> L□AO OUTLET <-LIIAI (VAi -> LIIID OUTLET CKT A B TYPE ll(R illlN OCSCRIPTIIN CKT A B TYPE 8KR illlN OESCRIPTIIJI I 1141---L 111/1 E-MEETING 1114 LTS A 1 HOO----R 10/1 E-RECEPTS 3 -----1380 L 111/1 E-REC RM LlS B 4 ---710 R 10/1 E-SERY!lli RH RECEPTS 5 1114--L 111/1 E-STDRAGE 1114 LlS A 6 900 ----G 10/1 E-EXIST!lli LDAD 7 -----1794 L 111/1 E-MULT!-PlmISE RM LIS B B ---900 G 10/1 E-EXIST!lli LDAI 9 710-G 111/1 E-AV PANEL A 10 1160 ----G 10/1 E-EXISTU«; LDAD 11 -----360 R 111/1 E-AV RECEPT B 11 ---1080 G 10/1 E-EXIST!lli LDAD 13 966-L 111/1 E-L□BBY LTS A 14 7111----R 10/1 E -LOBBY RECEPT 15 -----500 L 111/1 [-EXTERIOR ENTRY LIS 8 16 ---1080 R 10/1 E-LO!li!I ll[IIPT 17 431----L 111/1 E-EXTERIOR CILIMN LIS A 18 1100 ----G 10/1 E-REFRIG. 19 -----200 G 111/1 [-EXISTING Lill! B 10 ---500 G 10/1 E-EXISTllli LDAD 11 140-G 111/1 [-EXISTING LIIID A 11 500 ----G 10/1 E-EXIST!lli LDAD 13 -----103'.I G 111/1 [-EXISTING LIIID B 14 ---500 G 10/1 E-EXIST!lli LDAD 15 897-L 111/1 E-DFFICE/CIRRIIIIR/LDUHGE LlS A 16 500 ----G 10/1 E-EXIST!lli LDAD " -----1200 G 111/1 E-TV RECEPT B 18 ---500 G 10/1 E-EXIST!lli LDAD 19 600-L 111/1 10 CB-BDLLARIIS A 30 660 ----L 20/1 11 CB-BIL)JjIDS C111t£CTEDi L. C. L !1151. a 11119 L □AD TYPE1 VA AHPS RECEPT, < > 10 kVA ! 50!1 • 42111 Pl\lS[ A a 13461 111 KITCIEN ! 651. a G -GEIER/I. 110□!) M -MOTOR I !IXIZJ Pl\lS[ 8 a 1174-4 98 OTHER LIIAI ! IO□l a 111ll L-LC,L. 1115!) 111TAL VA • 17619 R -RECEPTACLE I 50!) ( IO kVA @ 100!) TOT AL a 15205 105 TUTAL IIIPS a 115 K -KlllllEN CB -INDICATES NEW CIRCUIT BREAKER, TYPE TD MATCH EXISTING. MATCH A. I. C. RATING OF EXISTING. N -INDICATES NEW DR CHANGED LOAD ON EXISTING CIRCUIT, E -INDICATES EXISTING CIRCUIT TD REMAIN, PANEL SCHEDULES UNDERG>ROUND 5ERYIGE ' ALERT ~ GALL: @l /;; IOJ72 . 09-J0-22 * * 811 . ~"<(~£/ CTRl(;',fp;'< TY'lO V'lORKINGi DAYS a:-Cl!-1' BEFORE YOU Dl6 I 65!) Ml -MOTOR (115Zl X -X-RAY I !IXIZJ XI -X-RAY ( 50.J i i i SCALE, NONE i .. 1 NOTE, ALL ELECTRICAL SHOWN IS EXISTING, EX. MAIN SWITCHBOARD 'MS'--~ 120/240V-U-3W 50KAIC i --' -- 400A U. G. P. S. L EX. SCE CD. SERVICE---- ( D-4'SCH. BO, UTILITY 'LONG SWEEP' M 400AS / 2P( R) 400AF 400A BUS 7 200A !) 200A !.) 2P 2P J OUT TD P. 0. C. <1t----<1t---EX. 1 1/2'C. ,3#3/0 EX. PANEL • A' EX. PANEL 'B' COMMUNITY YOUTH CENTER SINGLE LINE DIAGRAM SCALE, NTS INTERI□R ELEC. ROOM WALL ~EX. PANEL 'BB' -EX. TIMECLOCK EX. MAIN SWITCHBOARD=i 120/240V-1~-3W 400AMP ,--, --7 ~-EX, MUSCO CONTROL PANELS TD BE REPLACED WITH NEW MUSCO CONTROL CABINET I I I ,-1- 1 I I I 1 I ~: i I -7-f7 L..J ,-7 I 1-1 ---EX. PANEL • A' I u. G. P. s, I I 4DOAS f 400AF 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 I I I I 2P lOOAr-) ~~ 2P i 2P r I I I I LT_J I I I I I 19 I I I I ________ J _LI L ______ _J L ______ -----f-- --~ EX, 1 1/2' C, -3#1 & GRD, -EX. 4'C. -3#500MCM & GRD. HOWALD PARK SINGLE LINE DIAGRAM SCALE, NTS A-1 A-3 A-3 A-1 A-1 A-1 A-1 A-1 A-1 A-3A-3 BB A S4 40 A-3 A-3 A-3A-3 12.8 13.3 13.0 12.0 10.9 16.0 16.3 15.7 13.9 12.3 19.8 20.1 18.6 16.0 13.6 23.2 22.8 21.1 17.7 14.6 25.0 24.7 22.7 18.8 15.5 25.7 25.8 23.5 19.4 16.1 25.5 25.5 23.3 19.3 15.9 24.9 24.5 22.4 18.5 15.2 22.6 22.2 20.5 17.1 14.2 19.2 19.3 17.7 15.2 12.9 15.4 15.6 14.6 12.7 11.3 13.0 13.3 11.0 10.3 9.6 1.0 1.2 1.7 4.3 8.2 8.1 1.0 1.3 1.9 2.9 6.4 6.9 5.7 5.1 2.2 6.9 6.7 2.2 8.5 9.2 11.2 11.1 10.2 11.7 12.8 12.9 11.9 14.2 15.8 16.1 13.3 16.2 18.5 19.1 14.3 17.6 20.6 22.0 14.7 18.3 21.3 22.4 14.9 18.7 21.9 23.2 14.5 18.1 21.3 22.9 13.9 17.3 20.8 23.1 12.6 15.3 18.0 19.4 11.0 13.1 14.8 15.6 9.6 10.8 11.6 12.0 P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A N DSCAPE A R C H I T ECT 08/31/2021 10/18/2021 S T A T E OF CA L I F O R N IA CRAIG D.S EN S E N B AC H LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number: 535.024 FB A E n g i n e e r i n g / P l o t D a t e : 1 0 / 1 8 / 2 0 2 1 1 0 : 5 3 A M / P l o t t e d b y : W i l l i a m R a m i r e z / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 2 4 \ E - 0 . 0 3 _ 5 3 5 0 2 4 . d w g RESTROOM LIGHTING PLAN E-0.03 KEY NOTES Statistics Description Symbol Avg Max Min Max/Min Avg/Min RR #1 15.4 fc 25.8 fc 1.0 fc 25.8:1 15.4:1 RR #2 14.6 fc 23.2 fc 2.2 fc 10.5:1 6.6:1 Schedule Label Quantity Manufacturer Catalog Number Lamp Number Lamps Filename Lumens Per Lamp Light Loss Factor Wattage S4 4 Luminaire LED, Inc., Edison, New Jersey, 08817 LVP1212-40W-4000K-CP 180 LVP1212-40W-4000K-CP.IES 27 0.9 40LED RR #1 RR #2 42 ,,,,-- - - ----E-- - --_n,,-- - - --E-- - - - -... I I . . -CTYPICALG) + + + 1+ + + + + + + + + + I - + + + + + + + + + + + + + + I ./ --I I ---I - c---: c---: + + ' + J, + + -+ + + + + + + -I -' I + + + + + + + + + + + + o) !!"'.-. s·; ,./-cc~:\ ,,;::--cc·>.\ 'i'·-:1 ' ' i_+ □ :::] -/ 11 II ' 11 II □ □ - •10 •' ·1 •• ·1 +o -.c ___ , ' 0 + +. ' + / + + + / / ' I / ~ ~ -E-'--' • -. . / \ I I u + + /I \ ' I ' -I \ -- E E I -I - n I 7 I . . I . .-...p D +□ 9 IQ . ' I C □ 0 ---E-- ~ i[)~ I~ /~E---' + + + ' .-+•-I -+ + ' --. I ( .,i'I -,, \\ I '·:,,; ''-;, I l_ ' _I_ )1 • ' Ii \::-:/ ' ' - + ~/ + + + + + + + + + + I " .E . l \" I I I I I .. \ ---' + + + + + + + + + + + + + + I ' -c-I - ~ --l + + + + + + + + + + + + + + I \ I I I I I I ',._ -<//) ' I I ' ' I I ' L / - -,~----- \\\ • I I I " ' I \_ / I \ ' ' ' I I C l 0 . . , ---f-------E-------u--------E-------• -<E>8 <De I I I I I I I I I I I 0 REPLACE EXISTING FIXTURE, CONNECT NEW FIXTURE TO EXISTING LIGHTING CIRCUITS. PATCH AND PAINT AROUND NEW FIXTURE AS NECESSARY TO MATCH SURROUNDING SURFACES, I I I I I I I I + + RESTROOM PHOTOMETRIC PLAN SCALE, 2 RESTROOM LIGHTING PLAN SCALE, 1 1/4'=1'-0' 1/4' =1' -0' UNDERG>ROUND 5ERYIGE I/ ' ALERT ' ~ --' ~ GALL: / ' .: //', • '.Z,i £ I /;; ,I ,;;c~/r'' @l IOJ/2 ',_.icf::>7 ,~~---- R M• . 09-J0-22 i i i i ' * * 811 • .. . ~~~£/ CTRl(;',fp;'< \ j TY'lO V'lORKINGi DAYS (T Cl!..I' -BEFORE YOU Dl6 P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A N DSCAPE A R C H I T ECT 08/31/2021 10/18/2021 S T A T E OF CA L I F O R N IA CRAIG D.S EN S E N B AC H LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number: 535.024 FB A E n g i n e e r i n g / P l o t D a t e : 1 0 / 1 8 / 2 0 2 1 1 0 : 5 3 A M / P l o t t e d b y : W i l l i a m R a m i r e z / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 2 4 \ E - 0 . 0 4 _ 5 3 5 0 2 4 . d w g DETAILS E-0.04 43 CONDUIT PER PLAN "LIGHTING CONDUIT PER PLAN CONDUIT PER PLAN NOTE , CITY PULLBOX ¾" CRUSHED ROCK BASE INSTALL (2) PER BOX 2 Jf x 4" ~ 8" COM~ON RED BRICK. EISEL ENTERPRISES NO. 3-½_ F PULL BOX OR PRE-A PROVED EQUAL MARKED HIGH VOLT AGE" 1. AFTER C□Nll.lCT□RS ARE INSTALLED, ALL COOUIT ENDS SHALL BE SEALED WITH DUCT SEAL ~ PRE -APPROVED EQUAL . 2, PRaYIDE BRYCE FASTENERS WITH TAMPER RESISTANT PENTA NUTS. UNDERGoROUND 5ERYIGE ALERT GALL: 811 TY'lO V'lORKINGi DAYS BEFORE YOU Dl6 ' (1J .----, 12 II FIXTURE TYPE 84 SCALE: NTS 5 SECTION A-A PULL BOX DETAILS SCALE• NTS 4 . ---.. FLOOD UGHT ADJUSTMENT KNUCKLE 14 SAND FDR DRA[NAGE ' . 5' ' 2' ' _,, -------·,, ~I Ill II~ •• -~1 11-111-1 ~I -111111 . ' , -II,, 111 , 11 , 1--:!:ili . / • I/, . . ----:,, . ' ' . .. . \ ' ' ~ ·>; I µ, . . ' .._ ~" ' ..__ I'--"-- ~ I ... ",,1, .," NOTE• A[M FLOOD L[GHT AT S[GNAGE DUR[NG HOURS OF DARKNESS, ADJUST BARN DOORS TD SH[NE L[GHT ONLY □N SIGN. fr "· STABILITY FLANGE SLOPE CONCRETE LISH GRADE /~II 11 ' .. lTIJ -,~ 1/2' EHT (X4) THROUGH STABILITY FLANGE .-·] . ' ~ ' ~ ' DRIVER HOUSING CONCRETE BASE CONDUlT P ER PLANS a ,---• "' a ~ • <D - ,, . . . 3/8'- ,, 16' , FIXTURE TYPE 83 MOUNTING DETAIL . . . . . C ' c1 ' , ' ' ' ' ' " I, 16 • . . . . . , ~ ' I, r FINISH GRADE DR PAVING WHERE OCCURS . . . . ANC 6' HOR BOLTS POURED BELOW FINISHED GRADE BASEPLATE OPTION e, SBP FIXTURE TYPE 82 MOUNTING DETAIL SCALE, NTS SCALE, NTS 3 2 22' -0' • ' !---->--ALIGN P[]_E PLUMB AND VERTICAL -+--HANDH□LE WITH VEATHERPR□□r COVER AND GROUND!~ LUG. 1#6 GR[lJND WIRE------..._ BOLT COVER-------.. FILL AND SACK EXPOSED TOP AND SIDES F□R SMOOTH FINISH -+--GRDUND LUG r+--LEVELING NUTS ( 2 PER ANCHOR BOLT) ,-f--DRY PACK UNDER BASE r+--SL□PE AWAY FROH POLE r-1--a• TAIL TYP -f--1' RADIUS (4) 13 REBAR(:)CIRCULAR HOOPS AT 2'0C AT TOP W/135' fl!OKS ON TAILS 30' ABOVE GRADE jc;,,;;:;+:;:::"'GRIDm LUG \_ GRADE CONDUIT, TYPICAL PER PLANS -----~ l l ' 20' DIAMETER ' EN...ARGED B[]_T/'IIASHER IETAIL -A NOTES: 6'-0' BELOW GRADE 6#5 VERT, REBAR--, 3' CLEAR I□ TIES #3 CIRCULAR fll□P TIES 1. SEE LANDSCAPE DRAWINGS DETAIL FDR ADDITI□NAL INF□RMATIDN, 2. ALL REBAR SHALL BE EPOXY COATED. • FIXTURE TYPE 81 POLE BASE DETAIL 1--~~:L_E, ---1 1 P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A N DSCAPE A R C H I T ECT 08/31/2021 10/18/2021 S T A T E OF CA L I F O R N IA CRAIG D.S EN S E N B AC H LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number: 535.024 FB A E n g i n e e r i n g / P l o t D a t e : 1 0 / 1 8 / 2 0 2 1 1 0 : 5 3 A M / P l o t t e d b y : W i l l i a m R a m i r e z / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 2 4 \ E - 0 . 0 5 _ 5 3 5 0 2 4 . d w g TITLE 24 E-0.05 44 STATE OF CALIFORNIA STATE OF CALIFORNIA Outdoor Lighting Outdoor Lighting NRCC-LTO-E (Created 9/17i CALIFORNIA Eo'JERGY COMMISSION NRCC-LTO-E (Created 9/17i CALIFORNIA Eo'JERGY COMMISSIONli CERTIFICATE OF COMPLIANC E NRCC-LTO-E CERTIFICATE OF COMPLIANC E NRCC-LTO-E Proj ect Name: Grant Howald Park Rehabilitation !Report Page: Page3of6 Proj ect Name: Grant Howald Park Rehabilitation !Report Page: Page 2 of 61 Proj ect Address: Public Works Department ID;:ite Prepared: 12/13/2019 Proj ect Address: Public Works Department ID;:ite Prepared: 12/13/2019 Table Instructions: Complete this table demonstrating compliance with controls requirements for all new or altered Juminaires installed as part of the permit application. For D. EXCEPTIONAL CONDITIONS fj alteration projects, /um/noires which are existing to remain (ie untouched) and luminaires which ore removed and reinsta!led (wiring only) do not need to be included in this table This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. even if they are witf1in the spaces covered by the permit application. When an option having o * is selected, the notes section of this table must be completed. The lighting controls section of the Compliance Summary Tobie on the first page will No exceptional conditions apply to this project. show "DOES NOT COMPLY" if the notes ore left blank. For each requirement in columns 02 through 07, do not leave the field blank, instead select NA or Exempt-" from the dropdown list to indicate not applicable or an exemption. E. ADDITIONAL REMARKS fj Mandatory Controls This table includes remarks mode by the permit opp!icont to the Authority Having Jurisdiction. 01 02 03 04 05 06 07 I DB Motion Sensor: Shut -Off Auto-Schedule Scilcs Frontage Fa!,:ade, Ornament, Field Inspector Area Description lncandescent>lOOW Motion Sensor Outdoor Dining §130.2!c)l §130.2!c!2 §130.2jc)3 §130.2jc)4 §130.2(a) §130.2(c)5 Pass Fail F. OUTDOOR LIGHTING FIXTURE SCHEDULE fj Parking Lot NA: No lncand>100W Photocontrol Yes NA: Mounted>24ft NA: No Sales Front Ltg No Appliccible Ltg □ □ Tobie Instructions: For new or altered lighting systems demonstrating compliance with §140.7 (ie Table I has expanded for input), include all luminoires being installed and any Walk Way NA: No lncand>100W Photocontrol Yes NA: Pole:QSW NA: No Sales Front Ltg No Appliccible Ltg □ □ existing luminaires remaining or being moved within the spaces covered by the permit application in the Table below. For altered lighting systems using the Existing Power *NOTES: Controls with a"' require a note in the space below explaining how compliance is ach ieved. method per §141.0(b)2L (ie Table N hos expanded far input), include ordy new luminaires being instafled and replacement /um/noires· being installed as part of the project scape EX: Not permitted by health & .safety to be turned off; EXCEPTION 1 to §130.2(c). (ie, do nat include existing luminoires remaining or existing luminoires being moved). Designed Wattage: I. LIGHTING POWER ALLOWANCE (per §140.7] u 01 02 03 04 05 06 07 08 09 I 10 Table Instructions: Please complete this table for areas using the 01 Name or Watts per How Wattage is Total number Luminaire Excluded per Cutoff Req. Field Inspector allowance calculations per §140.7. General Hardscope Alfowance "Use it or lose it" Allowance (Watts) Item Tag Complete Luminaire Oescriptian luminaire1 determined lurninciires Stcitus2 §140.7\a) Design Watts >150W is per Table 140.7-A while "Use it or lost it " Allowances are per General §B0.2(b/3 Pass Fail Table 140.7-B. Indicate which allowances are being used to 0 Hardscape □ C-□ □ 51 133W Parking Lot Luminaire 133 Mfr. Spec' 2 New n 266 n n Per Application Sales Frontage Ornamental Per Specific Area expand sections for mer input. Luminaires that qua/if,; for one of Allow;:ince S2 60W LED Bollard 60 Mfr. Spec' 20 New n 1,200 n n the "Use it or lose it" allowances shall not qualify for another ''Use it or lose it" allowance. Tab le I {below) Table J Table K Table L Table M Total Designed Watts: 1,466 I "'NOTES: Selections with a"' require a note in the space below explaining how compliance is achieved. Calculated General Hardscape Lighting Power Al lowance per Table 140.7-A EX: Lum/noire is lighting a statue; EXCEPTION 2 to §13U.2(b), 02 03 04 05 06 07 08 I 09 Area Wattage Allowance (AWA) Linear Wattage Allowance (LWA) Totol General G. CUTOFF REQUIREMENTS (BUG] ~ Area Description Illuminated Al lowed Density Area Allowance Perimet er Allowed Density Line;,r Allowance AWA+ LWA This Section Does Not Apply Area (ftZ) (Witt') (Watts) Length (If) (W/11) (Watts) (Watts) - Parking Lot 9,04& 0.04 361.92 412 0.35 144.2 I 506.12 IH, OUTDOOR LIGHTING CONTROLS fj l W;ilkW;iy 6,783 0.04 271.32 1,154 0.35 403.9 675.22 Initial Wattage Allowance for Entire Site (Watts): 520 Total General Hardscape Allowance (Watts): 1,701.34 CA Building Energy Effi ciency Standards -2016 Nonresidential Compliance: http://www.energy.ca.gov/tit le24/2016st;rndards September 2017 CA Building Energy Effi ciency Standards -2016 Nonresidential Compliance: http://www.energy.ca.gov/title24/2016standards September 2017 STATE OF CALIFORNIA STATE OF CALIFORNIA Outdoor Lighting Outdoor Lighting NRCC-LTO-E (Created 9/17i CALIFORNIA ENERGY COMMISSION NRCC-LTO-E (Created 9/17i CALIFORNIA ENERGY COMMISSIONli CERTIFICATE OF COMPLIANC E NRCC-LTO-E CERTIFICATE OF COMPLIANC E NRCC-LTO-E Proj ect Name: Grant Howald Park Rehabilitation !Report Page: Page6of6 Proj ect Name: Grant Howald Park Rehabilitation !Report Page: Page 5 of 61 Proj ect Address: Public Works Department ID;:ite Prepared: 12/13/2019 Proj ect Address: Public Works Department ID;:ite Prepared: 12/13/2019 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT . ----i ii P. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE ii Documentation Author Name: Steve R. Zajicek Documentation Author Signature: Table Instructions: Selections have been made based on information provided in previous tables of this document. if any selection needs to be changed, please explain why in -' Company: FBA Engineering Signature Date: 12/13/2019 -. Table E. Additional Remarks. These documents must be provided ta the building inspector during construction and must be completed through an Acceptance Test Technician Certification Provider (ATTCP). For more information visit: htte:f/www.rnergy_.ca.fJ_ovLtitle24!__attcef.omvider5.html Address: 150 Paularino Avenue Suite Al20 CEA/ HERS Certification Identification (if applicable): I Field Inspector YES NO Form/Title City/State/Zip: Costa Mesa, California 92626 Phone: 9498529995 Pass Fail RESPONSIBLE PERSON'S DECLARATION STATEMENT ~ (' N RCA-L T0-02-A -Must be submitted for al I outdoor I ighting controls except for alterations where controls area added to :S 20 LJ D I certify the following under penalty of perjury, under the laws of the State of California: luminaires. 1. The information provided on this Certificate of Compliance is true and correct. 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance {responsible designer} 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements ofTitle 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. S, I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. • ~ Responsible Designer Name: Steve R. Zajicek Responsible Designer Signature: - Company: FBA Engineering Date Signed: 12/13/2019 -j Address: 150 Paularin o Avenue License: El0372 City/State/Zip: Costa Mesa, CA 92626 Phone: 949-852-9995 CA Building Energy Effi ciency Stundard5 -2016 Nonresidential Compli;ince: http://www.energy.cu,gov/tit le24/2016st.:ind.irds September 2017 CA Building Energy Effi ciency St.indard5 -2016 Nonresidenti.il Compli;ince: http://www.energy.cu,gov/title24/2016st.:ind.irds September 2017 UNDERG>ROUND 5ERYIGE ALERT GALL: 811 . ---.. TY'lO V'lORKINGi DAYS BEFORE YOU Dl6 STATE OF CALIFORNIA Outdoor Lighting NRCC-LTO-E (Created 9/17i CALIFORNIA Eo'JERGY COMMISSION CERTIFICATE OF COMPLIANC E NRCC-LTO-E This document is used to demonstrate compliance with requirements in §110.9, §130.0, §130.2, §_140.7, and §_141.0(b)_2l for outdoor lighting scopes using the prescriptive path. Proj ect Name: Grant Howald Park Rehabilit;:ition !Report Page: Pagelof6 Proj ect Address: Public Works Dep.:irtment IDJte Prep ared: 12/13/2019 A. GENERAL INFORMATION fj 0 1 Project Location (city) Newport Beach 04 IT□tal Illuminated Hardscape Area (ft2J 15,831 02 Climate Zone 6 03 Outdoor Lighting Zone per Title 24, Pa rt 1 § 10-1.14 or as designated by Authority Having Jurisdiction (AHJ I: 17 LZ-0: Very Low -Undeveloped Parkland I_ I LZ-2: Moderate -Rural Areas I I LZ-4: High -Must be reviewed by CA Energy Com mission for Approv;:il I I LZ-1: low -Developed Parkland I✓ I LZ-3: Moderately High -Urban Areas B. PROJECT SCOPE fj Table Instructions: Include any outdoor lighting system.'i that ore within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in §_140. 7 or §_141. O(b)2L for alterations. My project cunsists of: 01 02 Z] New Lighting System Must Comply with Allowances from §140.7. --7 Altered Lighting System Is your alteration increasing the connected lighting lood (Watts)? (' Yes (' No ------ 1 FOOTNOTES:% of Existing Luminaires Being Altered= (Sum Tota! of Luminaires Being Ad(ied or Altered/ Existing Luminaircs within the Scope of the Permit Application) x 100 C. COMPLIANCE RESULTS fj Table Instructions: If any eel/ on this table says "DOES NOT COMPl Y" or ''COMPLIES with Exceptional Conditions" refer to Table D. for guidance. calculation ofTotal Allowed Lighting Power {Watts) §140.7 or §141.0lbl2L Compliance Results 01 02 03 04 05 06 07 08 09 General Hardscape Pee Sales Ornamental Per Specific Existing + Application + Frontage + + Area OR Power C Total Allowed ' Total Actual Allowanrn §140.7(d)2 07 Must be;?: 08 §140.l(d)l §140.7(d)2 §140.7(d)2 §140.7(d)2 §141.0{b)2L (Watts) {Watts) (See Table I) (See Table J) (See Table K) (See Table L) (See Table M) (See Table N) I (See Table F) 1,701.34 + + + + OR C 1,701.34 I ' 1,466 COMPLIES Cutoff Compliance (See Table G for Details) Not Applicable Controls Compliance (See Table H for Details) COMPLIES I CA Building Energy Effi ciency Standards -2016 Nonresidential Compliance: http://www.energy.ca.gov/title24/2016st;indards September 2017 STATE OF CALIFORNIA Outdoor Lighting NRCC-LTO-E (Created 9/17i CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANC E NRCC-LTO-E Proj ect Name: Grant Howald Park Rehabilitation !Report Page: Page 4 of 6 Proj ect Address: Public Works Department ID;:ite Prepared: 12/13/2019 J. LIGHTING ALLOWANCE: PER APPLICATION fj This Section Does Not Apply I K. LIGHTING ALLOWANCE: SALES FRONTAGE fj This Section Does Not Apply L LIGHTING ALLOWANCE: ORNAMENTAL fj This Section Does Not Apply M. LIGHTING ALLOWANCE: PER SPECIFIC AREA fj This Section Does Not Apply N. EXISTING CONDITIONS POWER ALLOWANCE (alterations only) ~ This Section Does Not Apply 0. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION u Table lnstmctions: Selections have been made based on information provided in previous tables of this document. If any selection needs to be changed, please explain why in Tobie E. Additional Remarks. These dowments must be provided to the building inspector during constmction and can be found onfine at b!J.edL www.energy.ca,gov/2015publicotions/CEC-400-2015-033/appendices/Jorms/NRCI I Field Inspector YES NO Form/Title Pass I Fail ,. (' NRCI-LT0-01-E -Must be submitted for all buildings. I □ D ,. (' NRCI-LT0-02-E -Must be submitted for a lighting control system; or for an Energy Management Control System (EMCS), to be I □ D recognized for compliance. CA Building Energy Effi ciency Stundard5 -2016 Nonresidentiul Compliance: http://www.energy.cu,gov/tit le24/2016st.:ind.irds September 2017 FIFTH AVE IR I S A V E GO L D E N R O D A V E NOPARK I N G NOPARKING L.O.W. L.O.W. L.O . W . L.O.W. L.O. W . L.O.W. L.O.W. L.O . W . L.O . W . L.O.W.NOPARK I N G FIFTH AVE IR I S A V E G O L D E N R O D A V E NO PA R K I N G NO PARKING L.O.W. L.O.W. L. O . W . L. O . W . NO PA R K I N G E-1.01 KEY MAP SCALE: N.T.S. P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number:535.024 FB A E n g i n e e r i n g / P l o t D a t e : 1 0 / 1 8 / 2 0 2 1 1 1 : 2 5 A M / P l o t t e d b y : W i l l i a m R a m i r e z / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 2 4 \ E - 1 . 0 1 - E - 1 . 0 2 _ 5 3 5 0 2 4 . d w g Signature Renewal Date Date L ICENS E D L A N DSCAPE A R C H I T E CT 08/31/2021 10/18/2021 S T A T E OF CA L I F O R N IA CRAIGD.S EN S E N B A C H LICEN S E N O . 2 5 4 7 SITE ELECTRICAL PLAN E-1.01 KEY NOTES 45 MA T C H L I N E , S E E S H E E T E - 1 . 0 2 1 E-0.02 BB S1 133 S3 34 REV 1 - RFI 0092020-08-17 i}l ',' I I I I I I I I I I I I I I I I I I I I I I I I EX. MAIN SWITCHBOARD-~ @BB--13,15 -----~ _,:::/ 1<> ,•·•p ··~ l0l (••""-, --x. ~> -->-0~□SCD CDNTRDC7'ANEL~~\c @BB-29 -----~ \->, EX.~--. .... •.. ' ,-, j ·--.:.~~--■ ■ -■ ■ -■ ■ -■• -■ ■ -■ ■ -■ ■ -■ ■ -■ ■ -■ ■ -"'. ~---7 -I _-l . - f ~<,-"'}' "t \ ' I / \1 : ~-~-,i r .. h ' i 1/ i1t ::; _, , i , , r :d ' --- 0 EXISTING CONDUITS WITH SPORTS LIGHTING CIRCUITS AND BACK LIGHTS TD MUSCO CONTROL CABINET AND PANEL BB, ALL SPORTS LIGHTS CIRCUITS AND AREA LUMINAIRE CIRCUITS TD BE CONTROLLED BY MUSCO CONTROL CABINET. EXISTING CONDUITS WITH SPORTS LIGHTING CIRCUITS AND l'C, □, SPARE, ROUTE 3#10, 1#10 GRD. (BB--18,20) THRU EXISTING l'C, □, SPARE. ROUTE 2#10, 1#10 GRD, (BB--20) THRU EXISTING l'C, □, SPARE, ROUTE NEW CIRCUIT UP POLE AND CONNECT TD AREA LUMINAIRES, REMOVE EXISTING CONDUIT AND WIRING, CONTROL POWER MUSCO POWER LINE CDMMUNICATIDNS, 2'C,--6#4 (17,19,21,23,2,4), 3#10 <18,20), 1#6 GRD. 2'C,--4#4 (21,23,2,4), 3#10 <18,20), 1#6 GRD, 1 1/2'C, --2#4 (2, 4), 2#10 (18), 1#6 GRD, 1' C, WITH RESPECTIVE BRANCH CIRCUIT TD LIGHTS □N POLE, CONTROL POWER FDR MUSCO CONTROL CABINET, INSPECT ALL FOUNDATION BOLTS FDR CDRRDSIDN, SET BACK LIGHTS 30' FROM WALL. EXISTING SPORTS FIELD LIGHTING POLE BASE TD BE ADJUSTED TD MEET THE NEW GRADE LEVEL. REFER TD LANDSCAPE PLANS FDR DETAILS AND REQUIREMENTS, @ ROUTE THRU CDNTACTDR/SWITCH KIT SUPPLIED WITH THE MUSCO CONTROLLER, ,~-=-------. ___ :·:_,'-_ ""·v i/ ; 1 ~ ij\H'-~JI ".-r \ •--'• -~ ,--------l 1 / 110 / !iii ,/~t .. j 1 • 11 _I' • I __ ._: 'L --r-■--------------■----■---====------------~-~--------·-·· -~~--~I-It,, -,1:C\ " ~ ,.,,· --~" ___ , -,-, • ,,, --"-"I • I·/ .. 23 □LE--A2 ' I I I ' I I I I I I ' '1 '1 ,, I\ " ,, 11 ,, ,, 1, ,, \\ " '\ 11 11 11 11 \, II II 8 ,, ,', / ' • / <; _, , "', " < ~ ·; ,-.,, \ \ \ ---/ Ii • ' ' ' -., ·.-' II : -ct-,+--+-·~·c!.1 J : '\\ ' 1 ':=,• ·--,\ ----I~>~~~' !,· II t----@ 11 I I f----- 1i, ~1, J ·," x : i(1-+-+-ti.1~ ~ I 9 '::il 1 ', • :E •. !: r-@2)BB--35 ---:;,~~--·?'I t,: ~ 'ii::, \ I ~-i ! 02-~ ( ,; I I I 1\ 1:\ 1 ----+-----~---+--------1 , • ) ~7 J' 11 I 1/ EX. PULLB□xG) '1 \1 ---· • ·k r1 \'::, •, I .-I \r-t~ 0 ,:, •: / 'i'. , / • ,., : ':' .JJ{,·:P .. :tJ--02 ~6L~P~~T~l~~~~v~fiGHTING 4 i 11 I --r ,, '.y·· 'I" 1'111:1 II • , ___ , (-•!:· I I '\ \I I , ----~-----_,j O I\ '1 I c- l\ 1\ I ■ ""· ·-' • I ' I I \1,\ \ l ':·\-~ .. I 'il ' ,' ii ~ : : ' ~ I ii 11 -I I i1 \1 I / ·c -• 1 ii \1 I ■, : : :~ ~ '\1,, ',, 1 -(~ TI C/ Iii II . II X y , ,· 35 ''( \ . I I .~11 I/ ~\ ■ + ■ ■ ~ ~ ■ ■ -~~~-■ ~~-~~~-~~"' ~~~-~~-•-~~ ■~ ■ ■ -■ ■ ,.;;;;_ ■ ■ 1 ·r I ! I <:/\:9'._~.•.• I I \\1\11, 1, I • !"'"""""""'"""""""'"""""""'"""""""'""""" I\ I ; n ~ f;":~//'~c<c 19 / /' \ ~ ; \\\ •. \\"; --~ /.>' \ii • r ! \~\.•;cc-------z'.-'c-.:,~~--'c:~.·--,_-¾c ______ -t_r:~ll,;,,sc~----'---=6_""~-~==-t'=='-··::-~:~~-s~-:-.~;_~---~~---_;-i-, ~-:.::~. ~S•iri----i,-,~-~-c~-~E;~--~~i -~~~-.~-~~E;i~~~-~i~~.~ ....... §· ~~ __ gi:~· ' i_•> ' .-.,' 11 f ---llm_} _E~PULJB□x_s_ ---'-( ---}_ _ --/---'i ' ~ IC I",_ - I I I - I ' I ' -■-■■-■--■■-■--■ ■ - • ■ -■ ■ -■ ■ -■ ■ - • ■ -■ ■ -■ ■ ■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■-■■ -■ ■ -■ ■-= ■ ■ ' I ' ' ' ' I ' I I ' I ' ' I ' ~ ' ' ' ' I ' I ' () I ' ' "' ' ' ' I ' ' ' ' UNDERG>ROUND SERVICE ALERT GALL: 811 TY'IO l"IORK I NG> DAYS BEFORE YOU DIG> 21 « -----* 16 0 0 0 0 0 0 0 0 EXISTING 60' TALL SPORTS FIELD LIGHTING POLE, EXISTING SPORT LIGHTS TD BE REPLACED WITH LED FIXTURES AND (1) NEW □SQ AREA LUMINAIRE MOUNTED DN AN AUXILIARY BRACKET. BOOSTER PUMP TD BE REMOVED, DISCONNECT ELECTRICAL CONDUIT AND WIRING, CUT BACK CONDUIT TD CLEAR NEW WORK. REMOVE WIRING BACK TD POWER PANEL, REMOVE EXISTING CONDUCTORS BACK TD NEAREST PULLB□X TD REMAIN, REMOVE EX I ST! NG PULLB□X, REPLACE EXISTING PULLB□X WITH NEW ll'X 17' PULLB□X, SEE DETAIL 4/E--0, 04 3/4'C, --2#10, 1#10 GRD. ROUTE THROUGH ENTIRE BRANCH CIRCUIT, EXISTING CONTROL PANEL TD BE REPLACED WITH MUSCO CONTROL AND MONITORING CABINET, REWORK EXISTING CDNDUITS,PULLBDXES AND TIME CLOCK AS REQUIRED TD CLEAR WALL SPACE, REPLACE DR EXTEND ALL EXISTING WIRING TD THE NEW CABINET. ADJUST VAULT TD NEW GRADE, EXISTING CIRCUITS BB--18,20 TD BACK LIGHTS TD BE REPURPDSED FDR AREA LUMINAIRES. ® -1----, 1 I 21 I I FIFTH AVE IR I S A V E GO L D E N R O D A V E NOPARK I N G NOPARKING L.O.W. L.O.W. L.O. W . L.O.W. L.O.W . L.O.W. L.O.W. L.O . W . L.O. W . L.O.W.NO PARK I N G L.O.W. L. O . W . L.O. W . L.O.W. L. O . W . L.O.W. P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number: 535.024 FB A E n g i n e e r i n g / P l o t D a t e : 1 0 / 1 8 / 2 0 2 1 1 1 : 1 4 A M / P l o t t e d b y : W i l l i a m R a m i r e z / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 2 4 \ E - 1 . 0 1 - E - 1 . 0 2 _ 5 3 5 0 2 4 . d w g Signature Renewal Date Date L ICENS E D L A N DSCAPE A R C H I T ECT 08/31/2021 10/18/2021 S T A T E OF CA L I F O R NIA CRAIG D.S EN S E N B A C H LICEN S E N O . 2 5 4 7 E-1.02 KEY MAP SCALE: N.T.S. MA T C H L I N E , S E E S H E E T E - 1 . 0 1 SITE ELECTRICAL PLAN E-1.02 KEY NOTES 47 A - 2 4 3 1 S2 40 42 3 ■■ \.. ■■ I I I - . .-, -- 1 I I -~1-- 1 I I I I _:I---- • I I I I I [ 0 ,- ' • • I • • I • • I • ■ I ■ ■ I ■ ■ I I I ' ' I ' I I I ■ i, ■, I ~ ' ": 1 1 I I I ; I I I i I ■ ■ I ■ ■ I ■ ■ I ■ ■ ~•-I-I ■ ' 1-, -\ \ I ■ ---- 1 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 l ~ _',_\~\,II I -~~-1 I -1 II ____ I • • -' (-',_ .--\ --'----- • I I I I " "-<~ • ',,,,<~=-:: _ --- ---- ( • CB / • I • UNDERG>ROUND SERVICE ALERT GALL: 811 TV'lO il'lOR.l<ING> DAYS BEFORE YOU DIG> ---- • /. / MDESIGN GROUP • ' ' ,, ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . / • • ' ' ' I ' ! • • 0 0 0 0 \ ' I ' ' \ ' I ll'X l7' PULLBOX, SEE DETAIL 4/E-0, 04, ROUTE THROUGH ATTIC SPACE, ROUTE CONDUIT TIGHT TD SIDE OF BUILDING, PAINT TD MATCH SURROUNDING SURFACE, 3/4'C, -4#10, 1#10 GRD, ROUTE THROUGH ENTIRE BRANCH CIRCUIT, ' ,, I ' . // 11 I I I I I • --,------ • ' ' ! □ ' II ' ; g ' ri 1/J I ' ' ---- /,1 ' ' • • FIFTH AVE IR I S A V E GO L D E N R O D A V E NOPARK I N G NOPARKING L.O.W. L.O.W. L.O. W . L.O.W. L.O.W . L.O.W. L.O.W. L.O . W . L.O. W . L.O.W.NOPARK I N G S1 S1 0.41.01.0 0.20.40.91.82.93.1 0.00.10.10.20.30.71.84.37.06.44.8 0.10.10.10.20.41.02.76.41.81.26.8 0.10.10.20.20.40.9 0.20.20.30.30.3 0.50.60.60.50.4 0.71.21.61.51.1 0.71.53.14.64.32.5 0.10.10.20.41.12.96.44.85.4 0.10.10.20.51.33.85.70.1 0.20.10.10.20.51.13.06.54.3 0.30.20.20.20.30.71.63.34.94.6 1.10.60.30.20.20.20.40.71.21.71.6 4.92.41.00.40.20.10.20.20.30.50.60.60.5 5.44.21.40.50.20.10.10.10.20.20.20.20.2 0.13.84.91.60.60.20.10.10.10.10.10.10.10.1 5.76.43.51.30.50.20.10.10.00.00.00.10.10.0 3.04.03.31.80.80.30.20.10.00.00.00.00.00.00.0 0.71.11.31.20.80.40.20.10.10.00.00.00.00.00.0 0.30.40.50.50.30.20.10.10.00.00.00.00.00.00.0 0.10.10.20.20.20.20.20.10.10.00.00.00.00.00.00.00.0 0.0 0.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.0 0.00.0 0.10.10.10.20.20.20.20.20.10.10.10.00.00.00.00.00.00.00.00.0 0.00.00.0 0.10.10.20.30.40.40.50.40.30.20.10.10.00.00.00.00.00.00.00.00.0 0.00.00.00.00.0 0.10.10.20.30.50.91.21.20.80.50.30.10.10.00.00.00.00.00.00.00.00.0 0.00.00.00.00.00.0 0.0 0.10.10.30.51.22.33.53.42.11.00.40.20.10.00.00.00.00.00.00.00.00.00.0 0.00.00.00.00.00.00.0 0.00.00.0 0.00.10.20.40.92.35.46.76.24.51.70.60.30.10.10.00.00.00.00.00.00.00.00.0 0.00.00.00.00.0 0.00.00.00.00.0 0.00.10.10.20.51.23.46.30.71.86.42.30.80.30.10.10.00.00.00.00.00.00.00.00.0 0.00.00.00.0 0.00.00.00.00.00.00.0 0.00.00.10.10.20.41.13.16.62.53.25.72.10.70.30.10.10.00.00.00.00.00.00.00.00.0 0.10.10.10.0 0.00.00.00.00.00.00.00.0 0.10.10.10.10.20.30.81.84.06.15.83.41.40.60.20.10.00.00.00.00.00.00.00.00.00.0 0.20.20.10.1 0.00.00.00.00.00.10.10.10.10.10.10.20.30.50.91.62.22.21.40.70.40.20.10.00.00.00.00.00.00.00.00.00.00.1 0.30.40.40.3 0.00.00.10.10.10.20.20.20.20.20.20.20.30.40.60.80.80.60.40.20.10.10.00.00.00.00.00.00.00.00.00.10.1 0.50.70.90.90.7 0.10.20.20.40.40.50.40.30.20.20.20.20.30.30.30.30.20.10.10.00.00.00.00.00.00.00.00.00.10.10.20.51.01.92.72.6 0.30.50.91.21.20.90.60.30.20.20.20.20.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.10.20.40.92.14.76.76.2 0.51.12.23.43.62.31.20.60.30.20.20.20.10.10.10.10.00.00.00.00.00.00.00.00.00.00.10.10.20.51.23.46.51.5 0.30.82.04.96.96.15.12.10.90.50.30.30.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.10.10.20.51.23.56.4 0.20.41.02.96.51.21.26.92.81.20.70.60.60.40.30.20.10.10.00.00.00.00.00.00.00.00.00.00.10.10.20.40.92.25.0 0.20.41.02.66.33.22.76.42.71.41.31.51.41.00.60.30.10.10.00.00.00.00.00.00.00.00.00.00.10.10.20.30.61.12.1 0.00.00.0 0.10.20.30.71.63.65.96.04.02.21.92.94.13.92.31.10.50.20.10.00.00.00.00.00.00.00.00.00.00.10.10.20.30.40.6 0.00.00.00.00.10.10.20.40.81.52.22.41.91.82.96.06.15.94.81.80.70.30.10.10.00.00.00.00.00.00.00.00.10.10.20.30.40.50.5 0.00.00.00.00.10.10.10.10.20.30.40.60.81.01.11.63.76.20.41.76.42.30.80.30.10.10.00.00.00.00.00.00.00.10.10.20.30.50.80.9 0.00.00.00.10.10.10.10.10.10.20.20.20.30.40.50.71.33.16.63.44.05.42.00.70.30.10.10.00.00.00.00.00.00.00.10.20.30.61.22.02.5 0.00.00.10.10.20.20.30.30.20.20.20.20.20.20.30.40.81.73.65.55.23.01.30.50.20.10.00.00.00.00.00.00.00.10.10.20.51.12.65.46.4 0.00.00.10.10.20.30.50.60.60.50.30.20.20.10.10.20.30.40.81.41.91.91.30.70.30.20.10.00.00.00.00.00.00.00.10.10.30.61.74.75.31.5 0.10.20.40.71.31.71.71.20.60.30.20.10.10.10.20.20.40.60.70.70.50.30.20.10.10.00.00.00.00.00.00.00.10.10.30.71.85.04.1 0.30.71.63.45.14.82.81.20.50.20.10.10.10.10.10.20.20.30.30.20.20.10.10.00.00.00.00.00.00.00.00.10.10.20.51.33.26.56.4 0.41.12.96.44.04.65.21.90.70.30.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.10.20.30.71.52.73.4 0.51.23.66.00.21.86.42.20.80.30.10.10.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.40.60.91.11.0 0.41.02.76.15.45.54.91.80.70.30.10.10.00.00.00.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.40.40.40.3 0.20.30.61.42.94.44.22.41.10.50.20.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.20.20.20.2 0.10.20.40.71.11.51.41.00.60.30.20.10.10.10.10.10.20.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.20.20.40.5 0.10.20.20.40.50.60.60.40.30.20.10.10.10.10.20.30.40.40.40.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.40.71.2 0.10.20.20.20.30.30.30.20.20.10.10.10.20.30.50.81.01.10.90.50.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.71.43.14.7 0.10.20.30.30.30.30.20.20.20.10.10.10.10.20.50.91.93.03.32.21.10.50.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.41.02.76.24.8 0.20.40.50.60.60.50.30.20.10.10.10.10.20.30.71.84.37.06.35.12.10.80.30.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.51.23.46.10.31.6 0.50.91.41.71.51.00.50.30.20.10.10.10.20.40.92.66.41.81.06.82.91.00.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.41.02.76.24.9 0.40.91.93.95.14.22.21.00.50.30.20.20.20.20.40.92.56.23.02.06.62.71.00.40.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.61.43.04.7 0.61.43.86.83.76.04.01.50.70.40.30.30.30.30.40.71.63.66.26.34.31.80.80.40.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.40.71.21.6 0.30.61.74.84.00.03.75.01.80.90.70.70.60.50.40.40.50.81.52.32.51.81.00.60.40.30.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.50.6 0.10.20.51.43.76.94.46.34.01.71.21.31.61.51.00.60.40.40.50.70.90.90.80.70.60.60.60.50.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.2 0.10.20.40.81.83.64.84.02.31.51.93.24.54.12.31.10.50.30.30.30.40.50.60.71.11.51.61.20.70.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.1 0.10.10.20.30.50.81.31.71.61.31.63.26.55.25.84.61.70.60.30.20.20.30.40.61.22.44.14.53.11.40.60.30.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.1 0.10.20.20.20.20.30.40.50.70.70.91.64.05.60.12.26.02.00.70.30.20.20.20.40.82.04.96.54.66.12.50.90.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.1 0.30.30.30.30.20.20.20.20.30.30.40.61.33.26.73.85.04.91.70.60.30.20.10.20.40.92.56.31.50.36.83.21.10.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.2 0.50.70.80.70.50.30.2 0.20.20.30.40.81.73.65.24.72.61.10.50.20.10.10.20.30.82.15.35.63.56.32.70.90.40.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.10.10.20.40.7 0.51.01.82.32.01.20.6 0.10.20.30.40.81.31.81.71.10.60.30.20.10.10.10.30.51.22.74.75.23.51.60.70.30.20.10.10.10.10.10.10.10.10.00.00.00.00.00.00.10.10.20.40.81.6 0.41.02.34.86.25.32.7 0.10.10.20.40.50.60.60.50.30.20.10.10.10.10.20.30.61.11.61.81.30.80.40.20.20.10.20.20.30.30.20.20.10.10.00.00.00.00.00.10.10.30.71.63.8 0.20.61.44.16.21.94.9 0.10.20.20.30.30.20.20.10.10.10.00.10.10.20.30.50.60.60.50.40.20.20.20.20.30.50.60.70.50.30.20.10.10.00.00.00.00.10.20.40.92.56.32.5 0.10.20.61.64.64.80.2 0.10.10.10.10.10.10.10.00.00.00.00.10.10.10.20.20.30.20.20.20.20.20.40.71.21.81.81.30.70.40.20.10.10.00.00.10.10.20.40.92.66.32.2 0.10.10.20.51.23.06.46.2 0.10.10.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.2 0.61.43.15.15.23.31.40.60.30.10.10.00.00.10.10.20.30.71.74.06.86.44.82.0 0.10.10.20.30.71.42.73.63.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.2 2.56.04.53.66.02.30.80.30.10.10.10.10.10.10.20.30.50.91.72.72.92.01.0 0.00.10.10.10.20.40.61.01.21.10.7 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.2 6.40.80.97.02.70.90.40.20.10.10.10.10.10.20.20.30.50.71.01.00.8 0.00.10.10.10.20.20.30.40.50.40.3 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.2 6.25.25.52.10.80.30.20.10.10.10.20.30.30.30.30.30.40.40.40.3 0.00.10.10.10.10.20.20.20.20.20.2 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.3 4.22.71.20.50.30.20.10.20.30.40.60.60.50.40.30.20.20.20.2 0.10.10.20.20.30.30.20.20.10.10.1 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.1 1.41.10.60.30.20.20.20.30.61.01.51.61.20.70.40.20.20.10.1 0.20.30.40.50.60.50.40.30.20.1 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.1 0.40.30.20.20.20.30.51.12.54.34.83.21.50.60.30.20.10.1 0.30.51.01.41.7 0.40.20.1 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.20.20.10.10.20.30.82.05.16.14.26.1 0.51.02.34.24.9 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.10.10.10.10.20.40.92.56.31.40.4 0.30.71.84.66.53.8 0.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.10.10.20.30.8 0.30.82.15.92.2 0.00.00.00.00.00.00.00.00.00.00.00.0 0.2 0.30.71.74.66.5 0.00.00.00.00.00.00.00.00.00.0 0.20.51.02.24.1 0.00.00.00.00.00.00.0 0.10.10.30.50.91.4 0.10.10.20.30.40.5 0.00.10.10.10.2 0.00.00.00.00.10.1 0.00.00.00.00.00.0 0.10.00.00.00.00.0 0.20.20.20.10.10.00.00.00.0 0.20.30.40.50.40.30.20.10.10.00.0 0.40.71.11.31.10.70.40.20.10.1 0.81.73.14.03.11.60.70.30.1 3.56.95.66.33.21.1 5.23.50.04.7 NO PA R K I N G L. O . W . NO PA R K I N G S1 S1 E-1.01 KEY MAP SCALE: N.T.S. P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A N DSCAPE A R C H I T ECT 08/31/2021 10/18/2021 S T A T E OF CA L I F O R N IA CRAIG D.S EN S E N B AC H LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number: 535.024 FB A E n g i n e e r i n g / P l o t D a t e : 1 0 / 1 8 / 2 0 2 1 1 0 : 5 4 A M / P l o t t e d b y : W i l l i a m R a m i r e z / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 2 4 \ E - 1 . 0 1 A - E - 1 . 0 2 A _ 5 3 5 0 2 4 . d w g PARKING PHOTOMETRIC PLAN E-1.01A 0' 5' 10' 20' Statistics Description Symbol Avg Max Min Max/Min Avg/Min Parking #1 2.3 fc 5.4 fc 0.6 fc 9.0:1 3.8:1 Schedule Label Quantity Manufacturer Catalog Number Description Lamp Number Lamps Filename Lumens Per Lamp Light Loss Factor Wattage S1 2 SIGNIFY GARDCO P26-64L-700-NW-G2-4 PureForm Gen2 - Area Medium (P26), 64 LED's, 4000K CCT, TYPE 4 OPTIC, . (4) LEDGINE LIGHT ARRAY(S) DRIVEN AT 700mA 1 P26-64L-700-NW-G2-4.ies 18865 0.9 133 46 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.9 0.9 1.0 1.0 1.1 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.1 1.1 1.0 0.9 0.9 0.8 0.8 0.6 0.6 0.7 0.7 0.8 0.8 0.9 0.9 1.0 1.1 1.2 1.2 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.2 1.1 1.0 1.0 0.9 0.8 0.7 0.7 0.8 0.8 0.9 0.9 1.0 1.1 1.1 1.2 1.3 1.4 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.4 1.3 1.2 1.2 1.1 1.0 0.9 0.7 0.8 0.8 0.9 1.0 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.6 1.7 1.7 1.7 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.6 1.5 1.4 1.3 1.2 1.1 1.0 0.8 0.8 0.9 1.0 1.1 1.1 1.2 1.4 1.5 1.6 1.7 1.8 1.9 1.9 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1.9 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.2 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.7 1.8 2.0 2.1 2.1 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.1 2.0 1.8 1.7 1.6 1.4 1.3 0.9 0.9 1.0 1.2 1.3 1.4 1.6 1.7 1.9 2.1 2.3 2.4 2.5 2.5 2.5 2.5 2.5 2.4 2.4 2.4 2.4 2.4 2.4 2.5 2.5 2.5 2.5 2.5 2.4 2.3 2.1 2.0 1.8 1.6 1.5 0.9 1.0 1.1 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.7 2.8 2.9 2.9 2.8 2.8 2.7 2.6 2.6 2.6 2.7 2.7 2.8 2.8 2.9 2.9 2.8 2.8 2.6 2.5 2.3 2.0 1.8 1.6 0.9 1.0 1.2 1.3 1.5 1.7 2.0 2.2 2.5 2.7 2.9 3.1 3.2 3.2 3.2 3.1 3.1 3.0 2.9 2.8 2.8 2.9 3.0 3.0 3.1 3.2 3.2 3.2 3.1 3.0 2.8 2.5 2.3 2.0 1.8 1.0 1.1 1.2 1.4 1.6 1.9 2.2 2.5 2.8 3.1 3.3 3.5 3.6 3.6 3.6 3.5 3.4 3.2 3.1 3.1 3.1 3.1 3.2 3.3 3.5 3.6 3.6 3.6 3.5 3.4 3.1 2.9 2.5 2.2 1.9 1.0 1.1 1.3 1.5 1.7 2.0 2.3 2.7 3.0 3.4 3.7 3.9 4.0 4.0 4.0 3.8 3.6 3.4 3.3 3.2 3.2 3.3 3.4 3.6 3.8 3.9 4.0 4.0 3.9 3.7 3.5 3.1 2.8 2.4 2.0 1.0 1.1 1.3 1.5 1.7 2.0 2.4 2.8 3.3 3.7 4.0 4.2 4.3 4.4 4.3 4.1 3.9 3.6 3.4 3.3 3.3 3.4 3.5 3.8 4.1 4.3 4.4 4.3 4.2 4.1 3.8 3.4 2.9 2.5 2.1 1.0 1.1 1.3 1.5 1.8 2.1 2.5 2.9 3.4 3.9 4.3 4.5 4.6 4.7 4.6 4.3 4.0 3.7 3.5 3.4 3.4 3.5 3.7 3.9 4.2 4.5 4.7 4.6 4.5 4.4 4.0 3.5 3.0 2.6 2.2 0.9 1.1 1.3 1.6 1.8 2.1 2.5 3.0 3.5 4.0 4.5 4.9 5.0 5.0 4.7 4.4 4.1 3.8 3.6 3.5 3.5 3.6 3.8 4.0 4.3 4.6 4.9 5.0 4.9 4.6 4.2 3.6 3.1 2.6 2.2 0.8 1.0 1.2 1.5 1.8 2.1 2.5 3.0 3.6 4.2 4.8 5.2 5.4 5.2 4.8 4.4 4.0 3.7 3.5 3.4 3.4 3.5 3.7 3.9 4.3 4.7 5.1 5.4 5.3 4.9 4.3 3.7 3.2 2.7 2.2 UNDERG>ROUND 5ERYIGE ALERT GALL 811 TY'lO V'lORKINGi DAYS BEFORE YOU Dl6 ---x----. n L D -, ,:: \ < I I • • ,, " " x.-c,======----··········•=■!11 I .......................... , I I , -1- " I I ~,_,_,_,_, ii····-··~·-··■■■■■■■■■■ ,,, (_) + I I I I ' ' _, ~ II ' -; I , \ /\ > + \ __:___-----,::::01ff"~ I .. n J L I] J [ [ ' --~ \. __ ...... - • 1\ 11 • I FIFTH AVE IR I S A V E GO L D E N R O D A V E NOPARK I N G NOPARKING L.O.W. L.O.W. L.O. W . L.O.W. L.O.W . L.O.W. L.O.W. L.O . W . L.O. W . L.O.W.NOPARK I N G S1 S1 0.41.01.0 0.20.40.91.82.93.1 0.00.10.10.20.30.71.84.37.06.44.8 0.10.10.10.20.41.02.76.41.81.26.8 0.10.10.20.20.40.9 0.20.20.30.30.3 0.50.60.60.50.4 0.71.21.61.51.1 0.71.53.14.64.32.5 0.10.10.20.41.12.96.44.85.4 0.10.10.20.51.33.85.70.1 0.20.10.10.20.51.13.06.54.3 0.30.20.20.20.30.71.63.34.94.6 1.10.60.30.20.20.20.40.71.21.71.6 4.92.41.00.40.20.10.20.20.30.50.60.60.5 5.44.21.40.50.20.10.10.10.20.20.20.20.2 0.13.84.91.60.60.20.10.10.10.10.10.10.10.1 5.76.43.51.30.50.20.10.10.00.00.00.10.10.0 3.04.03.31.80.80.30.20.10.00.00.00.00.00.00.0 0.71.11.31.20.80.40.20.10.10.00.00.00.00.00.0 0.30.40.50.50.30.20.10.10.00.00.00.00.00.00.0 0.10.10.20.20.20.20.20.10.10.00.00.00.00.00.00.00.0 0.0 0.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.0 0.00.0 0.10.10.10.20.20.20.20.20.10.10.10.00.00.00.00.00.00.00.00.0 0.00.00.0 0.10.10.20.30.40.40.50.40.30.20.10.10.00.00.00.00.00.00.00.00.0 0.00.00.00.00.0 0.10.10.20.30.50.91.21.20.80.50.30.10.10.00.00.00.00.00.00.00.00.0 0.00.00.00.00.00.0 0.0 0.10.10.30.51.22.33.53.42.11.00.40.20.10.00.00.00.00.00.00.00.00.00.0 0.00.00.00.00.00.00.0 0.00.00.0 0.00.10.20.40.92.35.46.76.24.51.70.60.30.10.10.00.00.00.00.00.00.00.00.0 0.00.00.00.00.0 0.00.00.00.00.0 0.00.10.10.20.51.23.46.30.71.86.42.30.80.30.10.10.00.00.00.00.00.00.00.00.0 0.00.00.00.0 0.00.00.00.00.00.00.0 0.00.00.10.10.20.41.13.16.62.53.25.72.10.70.30.10.10.00.00.00.00.00.00.00.00.0 0.10.10.10.0 0.00.00.00.00.00.00.00.0 0.10.10.10.10.20.30.81.84.06.15.83.41.40.60.20.10.00.00.00.00.00.00.00.00.00.0 0.20.20.10.1 0.00.00.00.00.00.10.10.10.10.10.10.20.30.50.91.62.22.21.40.70.40.20.10.00.00.00.00.00.00.00.00.00.00.1 0.30.40.40.3 0.00.00.10.10.10.20.20.20.20.20.20.20.30.40.60.80.80.60.40.20.10.10.00.00.00.00.00.00.00.00.00.10.1 0.50.70.90.90.7 0.10.20.20.40.40.50.40.30.20.20.20.20.30.30.30.30.20.10.10.00.00.00.00.00.00.00.00.00.10.10.20.51.01.92.72.6 0.30.50.91.21.20.90.60.30.20.20.20.20.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.10.20.40.92.14.76.76.2 0.51.12.23.43.62.31.20.60.30.20.20.20.10.10.10.10.00.00.00.00.00.00.00.00.00.00.10.10.20.51.23.46.51.5 0.30.82.04.96.96.15.12.10.90.50.30.30.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.10.10.20.51.23.56.4 0.20.41.02.96.51.21.26.92.81.20.70.60.60.40.30.20.10.10.00.00.00.00.00.00.00.00.00.00.10.10.20.40.92.25.0 0.20.41.02.66.33.22.76.42.71.41.31.51.41.00.60.30.10.10.00.00.00.00.00.00.00.00.00.00.10.10.20.30.61.12.1 0.00.00.0 0.10.20.30.71.63.65.96.04.02.21.92.94.13.92.31.10.50.20.10.00.00.00.00.00.00.00.00.00.00.10.10.20.30.40.6 0.00.00.00.00.10.10.20.40.81.52.22.41.91.82.96.06.15.94.81.80.70.30.10.10.00.00.00.00.00.00.00.00.10.10.20.30.40.50.5 0.00.00.00.00.10.10.10.10.20.30.40.60.81.01.11.63.76.20.41.76.42.30.80.30.10.10.00.00.00.00.00.00.00.10.10.20.30.50.80.9 0.00.00.00.10.10.10.10.10.10.20.20.20.30.40.50.71.33.16.63.44.05.42.00.70.30.10.10.00.00.00.00.00.00.00.10.20.30.61.22.02.5 0.00.00.10.10.20.20.30.30.20.20.20.20.20.20.30.40.81.73.65.55.23.01.30.50.20.10.00.00.00.00.00.00.00.10.10.20.51.12.65.46.4 0.00.00.10.10.20.30.50.60.60.50.30.20.20.10.10.20.30.40.81.41.91.91.30.70.30.20.10.00.00.00.00.00.00.00.10.10.30.61.74.75.31.5 0.10.20.40.71.31.71.71.20.60.30.20.10.10.10.20.20.40.60.70.70.50.30.20.10.10.00.00.00.00.00.00.00.10.10.30.71.85.04.1 0.30.71.63.45.14.82.81.20.50.20.10.10.10.10.10.20.20.30.30.20.20.10.10.00.00.00.00.00.00.00.00.10.10.20.51.33.26.56.4 0.41.12.96.44.04.65.21.90.70.30.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.10.20.30.71.52.73.4 0.51.23.66.00.21.86.42.20.80.30.10.10.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.40.60.91.11.0 0.41.02.76.15.45.54.91.80.70.30.10.10.00.00.00.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.40.40.40.3 0.20.30.61.42.94.44.22.41.10.50.20.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.20.20.20.2 0.10.20.40.71.11.51.41.00.60.30.20.10.10.10.10.10.20.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.20.20.40.5 0.10.20.20.40.50.60.60.40.30.20.10.10.10.10.20.30.40.40.40.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.40.71.2 0.10.20.20.20.30.30.30.20.20.10.10.10.20.30.50.81.01.10.90.50.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.71.43.14.7 0.10.20.30.30.30.30.20.20.20.10.10.10.10.20.50.91.93.03.32.21.10.50.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.41.02.76.24.8 0.20.40.50.60.60.50.30.20.10.10.10.10.20.30.71.84.37.06.35.12.10.80.30.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.51.23.46.10.31.6 0.50.91.41.71.51.00.50.30.20.10.10.10.20.40.92.66.41.81.06.82.91.00.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.41.02.76.24.9 0.40.91.93.95.14.22.21.00.50.30.20.20.20.20.40.92.56.23.02.06.62.71.00.40.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.61.43.04.7 0.61.43.86.83.76.04.01.50.70.40.30.30.30.30.40.71.63.66.26.34.31.80.80.40.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.40.71.21.6 0.30.61.74.84.00.03.75.01.80.90.70.70.60.50.40.40.50.81.52.32.51.81.00.60.40.30.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.50.6 0.10.20.51.43.76.94.46.34.01.71.21.31.61.51.00.60.40.40.50.70.90.90.80.70.60.60.60.50.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.2 0.10.20.40.81.83.64.84.02.31.51.93.24.54.12.31.10.50.30.30.30.40.50.60.71.11.51.61.20.70.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.1 0.10.10.20.30.50.81.31.71.61.31.63.26.55.25.84.61.70.60.30.20.20.30.40.61.22.44.14.53.11.40.60.30.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.1 0.10.20.20.20.20.30.40.50.70.70.91.64.05.60.12.26.02.00.70.30.20.20.20.40.82.04.96.54.66.12.50.90.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.1 0.30.30.30.30.20.20.20.20.30.30.40.61.33.26.73.85.04.91.70.60.30.20.10.20.40.92.56.31.50.36.83.21.10.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.2 0.50.70.80.70.50.30.2 0.20.20.30.40.81.73.65.24.72.61.10.50.20.10.10.20.30.82.15.35.63.56.32.70.90.40.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.10.10.20.40.7 0.51.01.82.32.01.20.6 0.10.20.30.40.81.31.81.71.10.60.30.20.10.10.10.30.51.22.74.75.23.51.60.70.30.20.10.10.10.10.10.10.10.10.00.00.00.00.00.00.10.10.20.40.81.6 0.41.02.34.86.25.32.7 0.10.10.20.40.50.60.60.50.30.20.10.10.10.10.20.30.61.11.61.81.30.80.40.20.20.10.20.20.30.30.20.20.10.10.00.00.00.00.00.10.10.30.71.63.8 0.20.61.44.16.21.94.9 0.10.20.20.30.30.20.20.10.10.10.00.10.10.20.30.50.60.60.50.40.20.20.20.20.30.50.60.70.50.30.20.10.10.00.00.00.00.10.20.40.92.56.32.5 0.10.20.61.64.64.80.2 0.10.10.10.10.10.10.10.00.00.00.00.10.10.10.20.20.30.20.20.20.20.20.40.71.21.81.81.30.70.40.20.10.10.00.00.10.10.20.40.92.66.32.2 0.10.10.20.51.23.06.46.2 0.10.10.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.2 0.61.43.15.15.23.31.40.60.30.10.10.00.00.10.10.20.30.71.74.06.86.44.82.0 0.10.10.20.30.71.42.73.63.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.2 2.56.04.53.66.02.30.80.30.10.10.10.10.10.10.20.30.50.91.72.72.92.01.0 0.00.10.10.10.20.40.61.01.21.10.7 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.2 6.40.80.97.02.70.90.40.20.10.10.10.10.10.20.20.30.50.71.01.00.8 0.00.10.10.10.20.20.30.40.50.40.3 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.2 6.25.25.52.10.80.30.20.10.10.10.20.30.30.30.30.30.40.40.40.3 0.00.10.10.10.10.20.20.20.20.20.2 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.3 4.22.71.20.50.30.20.10.20.30.40.60.60.50.40.30.20.20.20.2 0.10.10.20.20.30.30.20.20.10.10.1 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.1 1.41.10.60.30.20.20.20.30.61.01.51.61.20.70.40.20.20.10.1 0.20.30.40.50.60.50.40.30.20.1 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.1 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0.1 0.1 0.1 0.2 0.4 0.9 2.6 6.4 1.8 1.0 6.8 2.9 1.0 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.0 2.7 6.2 4.9 0.4 0.9 1.9 3.9 5.1 4.2 2.2 1.0 0.5 0.3 0.2 0.2 0.2 0.2 0.4 0.9 2.5 6.2 3.0 2.0 6.6 2.7 1.0 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.4 3.0 4.7 0.6 1.4 3.8 6.8 3.7 6.0 4.0 1.5 0.7 0.4 0.3 0.3 0.3 0.3 0.4 0.7 1.6 3.6 6.2 6.3 4.3 1.8 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.2 1.6 0.3 0.6 1.7 4.8 4.0 0.0 3.7 5.0 1.8 0.9 0.7 0.7 0.6 0.5 0.4 0.4 0.5 0.8 1.5 2.3 2.5 1.8 1.0 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.1 0.2 0.5 1.4 3.7 6.9 4.4 6.3 4.0 1.7 1.2 1.3 1.6 1.5 1.0 0.6 0.4 0.4 0.5 0.7 0.9 0.9 0.8 0.7 0.6 0.6 0.6 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.1 0.2 0.4 0.8 1.8 3.6 4.8 4.0 2.3 1.5 1.9 3.2 4.5 4.1 2.3 1.1 0.5 0.3 0.3 0.3 0.4 0.5 0.6 0.7 1.1 1.5 1.6 1.2 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.3 1.7 1.6 1.3 1.6 3.2 6.5 5.2 5.8 4.6 1.7 0.6 0.3 0.2 0.2 0.3 0.4 0.6 1.2 2.4 4.1 4.5 3.1 1.4 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.7 0.7 0.9 1.6 4.0 5.6 0.1 2.2 6.0 2.0 0.7 0.3 0.2 0.2 0.2 0.4 0.8 2.0 4.9 6.5 4.6 6.1 2.5 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.6 1.3 3.2 6.7 3.8 5.0 4.9 1.7 0.6 0.3 0.2 0.1 0.2 0.4 0.9 2.5 6.3 1.5 0.3 6.8 3.2 1.1 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 0.7 0.8 0.7 0.5 0.3 0.2 0.2 0.2 0.3 0.4 0.8 1.7 3.6 5.2 4.7 2.6 1.1 0.5 0.2 0.1 0.1 0.2 0.3 0.8 2.1 5.3 5.6 3.5 6.3 2.7 0.9 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 0.5 1.0 1.8 2.3 2.0 1.2 0.6 0.1 0.2 0.3 0.4 0.8 1.3 1.8 1.7 1.1 0.6 0.3 0.2 0.1 0.1 0.1 0.3 0.5 1.2 2.7 4.7 5.2 3.5 1.6 0.7 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.6 0.4 1.0 2.3 4.8 6.2 5.3 2.7 0.1 0.1 0.2 0.4 0.5 0.6 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.1 1.6 1.8 1.3 0.8 0.4 0.2 0.2 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.6 3.8 0.2 0.6 1.4 4.1 6.2 1.9 4.9 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.6 0.5 0.4 0.2 0.2 0.2 0.2 0.3 0.5 0.6 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.9 2.5 6.3 2.5 0.1 0.2 0.6 1.6 4.6 4.8 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.4 0.7 1.2 1.8 1.8 1.3 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.4 0.9 2.6 6.3 2.2 0.1 0.1 0.2 0.5 1.2 3.0 6.4 6.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.6 1.4 3.1 5.1 5.2 3.3 1.4 0.6 0.3 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.7 1.7 4.0 6.8 6.4 4.8 2.0 0.1 0.1 0.2 0.3 0.7 1.4 2.7 3.6 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 2.5 6.0 4.5 3.6 6.0 2.3 0.8 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.9 1.7 2.7 2.9 2.0 1.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 1.0 1.2 1.1 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 6.4 0.8 0.9 7.0 2.7 0.9 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.7 1.0 1.0 0.8 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 6.2 5.2 5.5 2.1 0.8 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 4.2 2.7 1.2 0.5 0.3 0.2 0.1 0.2 0.3 0.4 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.4 1.1 0.6 0.3 0.2 0.2 0.2 0.3 0.6 1.0 1.5 1.6 1.2 0.7 0.4 0.2 0.2 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.3 0.2 0.2 0.2 0.3 0.5 1.1 2.5 4.3 4.8 3.2 1.5 0.6 0.3 0.2 0.1 0.1 0.3 0.5 1.0 1.4 1.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.1 0.2 0.3 0.8 2.0 5.1 6.1 4.2 6.1 0.5 1.0 2.3 4.2 4.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.9 2.5 6.3 1.4 0.4 0.3 0.7 1.8 4.6 6.5 3.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.8 0.3 0.8 2.1 5.9 2.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.7 1.7 4.6 6.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 1.0 2.2 4.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.9 1.4 0.1 0.1 0.2 0.3 0.4 0.5 0.0 0.1 0.1 0.1 0.2 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.3 0.4 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.4 0.7 1.1 1.3 1.1 0.7 0.4 0.2 0.1 0.1 0.8 1.7 3.1 4.0 3.1 1.6 0.7 0.3 0.1 3.5 6.9 5.6 6.3 3.2 1.1 5.2 3.5 0.0 4.7 P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A N DSCAPE A R C H I T ECT 08/31/2021 10/18/2021 S T A T E OF CA L I F O R N IA CRAIG D.S EN S E N B AC H LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number: 535.024 FB A E n g i n e e r i n g / P l o t D a t e : 1 0 / 1 8 / 2 0 2 1 1 0 : 5 4 A M / P l o t t e d b y : W i l l i a m R a m i r e z / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 2 4 \ E - 1 . 0 1 A - E - 1 . 0 2 A _ 5 3 5 0 2 4 . d w g E-1.02 KEY MAP SCALE: N.T.S. SITE PHOTOMETRIC PLAN E-1.02A S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Walk Way #1 0.8 fc 7.0 fc 0.0 fc N/A N/A Schedule Label QTY Manufacturer Catalog Number Lamp Number Lamps Filename Lumens per Lamp LLF Wattage S2 20 King Luminaire KLCS-T1AF-V- 60(SSL)4006 1 KLCSXT1AF5X06 040XXN.IES 669 0.9 60LED 48 ---,-,,_T ------,--7 d===:i_ .. _: ~-J) I I I f------, I I I l ,, / I I I f-----; ' I I I ' ' I ' 't· --1:r --,, • -' 1- -- C [1: ] ' ' ~ I:: [,. [,. ' ' ' I I, f I " ' ' ' ' I I I I ' I I I I ' ' I ' ' I - 7 I I I I I I / / " • 7 I I/ II I _, ------- • _/ ,..- • l ' ---- I I I * ' ' - • I I I • • • J'!),,_ '"v;J;,__>, - -~ \,?>✓-\ --'-' ----- ----. • ( --I • UNDERG>ROUND 5ERYIGE ALERT GALL: 811 TY'lO V'lORK\N<S DAYS BEFORE YOU D\6 ·-< • "<~> • • I + I I I I ' I I • ,--l _____ _ • • ' ' ' I ' ' ' ' ••• -' ··-. . . . ----,L. . --.,_. --_,--------~ "'> • • . / ---:-.-, __ .-. \ ' I " \\ , __ ; \ \ I I . // ' / • / ' • •••• ' /. • • ' I ' ' 1 "\---~---.. _ __,J_,_ .:'. ~-) __ ' ' ' ' ' ' 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 • • /. ! • ! ' ' ' ! -t. I I 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 ' ' I / I, 1[ i \ I I I I/ V ' --t~ ;/ '-,-1 ,, / 11' i ' /,' ' ·' ,I " '/ ,, ,, ' ! .',' ' " ( i ' i I -/: ,, ' ,' / ' ' ·'/ / ' ,, " i\ \j /1 1·-... __ _ ' ' ' ' ' / i I 11 • • I, --" ' ' ' 1111 /I I, ··---,._i// -~1/ ,, ',,1'', ;I''\ '·f _11--' ,,,., • I ,_. " / ' ' '" -, ,·--! ' ( .1; --.c-/-:_ ·---,, '.Jr- ·)_.-'.:. -. / 0 • A T ____ / ' P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A N DSCAPE A R C H I T ECT 08/31/2021 10/18/2021 S T A T E OF CA L I F O R N IA CRAIG D.S EN S E N B AC H LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number: 535.024 FB A E n g i n e e r i n g / P l o t D a t e : 1 0 / 1 8 / 2 0 2 1 1 0 : 5 4 A M / P l o t t e d b y : W i l l i a m R a m i r e z / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 2 4 \ E - 2 . 0 1 _ 5 3 5 0 2 4 . d w g SPORTS FIELD LIGHTING PLANS E-2.01 49 EXISTING POLES 60' EXISTING POLES 60' bdb.d =1 -----· i'' Ground level L Poletop luminaire assembly Wire harness Onside pole) Galvanized steel pole ' ~ ' -- Electrical components -- enclosure r 0 10 ft (3m) ' L_ , • a {0.6m) ! J --Precast concrete base 0c LJ Light-Structure System™ typical configuration TLC for LED® Luminaires PRELIMINARY ~ CORPORATE OFFICE: P.O. BoxOOB 100 1stAvenue Wa•t Osl(alOOSa, Iowa 6257T +HJIJ0 .. 825 .. 6(l2<l 1-1-<J4Hlr-l .. 0411 Dat a sheet: OSQ Area Luminaire on Light-Structure System'" Pole Electrical Data Typical Wiring Rated wattage per luminaire' .................................................. 130W TERlillNAL Input voltage,., .... ,., .... 120-277 Vor 347 -4BOV, 50/60 Hz DWCK LINE LINE-BLACK Driver configuration ............................................................. Integral OR HOT1 Driver Efficiency ....................................................................... >90% Starting (inrush) current. ............................................. 73 A, 120 µs ,· GREEN GROUND-OREEN ' Power factor.,.,., .. ,.,., .. ,.,., .. ,., .... ,., .... ,., .... ,. >0.9 NEUTRAL -NEUTRAL-WHITE Total Harmonic Distortion ........................................................ <20% OR HOT2 Operating temperature range ....... -40°C-+35"C (-40°F-+95"F} , .... _ ' "'" """' - Dimming mode1 .................................... 0-l OVdimmingto 10% cm DIM /-l 0REY 120Vac --■¥1-6\M 277 Vac 347 Vac 1.09A 0.65 0.56 o.~9A 0.38 A Foomotes: 1) Rated wattage is the power consumption, including driver efficiency losses, at stabilized operation in 2S"C ambient temperature environmenL 2) Dimming controls not provided by Musco. Driver provides 1 rN source rurrent at 0.15 mA, compliant with IEC 60929 Annex E dimming standard. 3) Operating current based on 25"C Notes 1 .. Use thermal magnetic HID-rated or D-curve circuit breakers .. LUMIIWRE ,,, ~ _____ 28,50in -----~ (724 mn) 19.0 ii' (463mm 1-'illerrt ,.....,,cree,o,m/p-.. <'2'J16, 1018 Mum,SportsLiglrting. Lil .. Crae OSQSerie, UD -480\' .. M-2175-,,nD4-5 ~co . www mu5co com • li9ht1ng@mu'ICO .. com 2 UNDERG>ROUND 5ERYIGE ALERT GALL: 811 TY'lO V'lORKINGi DAYS BEFORE YOU Dl6 Ground level LJ Poletop luminaire assembly Wire harness (inside pole) Galvanized steel pale -- Electrical components -- enclosure r 10 ft (3m) ' ' 0 ' L_ --Precast concrete base 2ft □ {0.6m) ! 0 '.>v [ PRELIMINARY Light-Structure System™ typical configuration TLC for LED® Luminaires ~ CORPORATE OFFICE: P.O. 8oK8(J8 1001,tA.,..,uoWest Osllaloosa. ic-62577 +1 .. 000-825 .. H020 1-1-641~13-0411 Datasheet: OSQ Area Luminaire on Light-Str ucture System= Pole Light-Structure System™ ,.----Auxiliary mounting bracket x ···.,.,..- -~' .__ GREE osa luminaire Luminaire Data Manufacturer ........................................................... Cree, Inc .. Material and finish .. , . , , . , .. , . , , . , .. , . , , .Die-cast aluminum with silver powder-coat finish' Mounting ................................................ Direct mount arm to Musco auxiliary bracket Pole attachment ............................... Auxiliary bracket mou nt Weight {luminaire) ............................................ 265 lb (12 kg) Regulatory and Voluntary Qualifications UL ...................................................................... cULusUsted Environment .................................... Suitable for wet locations Ingress Protection.,,.,,,,,,.,,,,,,.,,,,,,.,,,,,,.,,,,,,., IP66 Emissions,,,,.,,,,,,.,,,,,,.,,,, Meets FCC Part 15, Subpart B, Class A standards for conducted and radiated emmissions RoHS,.,,,,.,.,,,,.,.,,,,.,.,,,,.,.,,,,.,.,,,,.,., .Compliant Photometric Characteristics Lumen maintenance factor' 25k hours' .............................................................. 0 .. 96 50k hours' ................................................................. 0 .. 92 75k hours' ............................................................... 0 .. 88 1 00k hours• ................................................................ 0 .. 84 CIE correlated color temperature ................................. 5700 K Color Rendering Index (CRI), minimum ................................. 70 Lumens ...................................................................... 17,000 Footnotes: 1] Cree's exclusive Colorfast DeltaGuard~ finish freatures an E-coat epoxy primer with an ultra-durable powder topcoat. providing excellent re~istance to corrosion, ultraviolet degradation, and abrasion. 2) Lumen maintenanceVlllues at 2s·c ambient temperature are calculated per TM-21 based on LM-80 data and In-situ lumlnalretesting. 3] Values are represented as projected values within six times limit of tested hours per IES™-21-11 .. 4] Values are represented as calculated values due to exceeding six times llmlt of tested hours. ~cc . ~atenl www,.,.,.,,camlp,-... cio1 ~, 2015 Mu,rn Spoct, L.ighli19, LLC • Cree OSQ Serie, 120 -41!CIV .. "1-2175-enD4-5 WWW fflU'ICO.com .. lighting )!'.mU'ICO.C.Om cA -. ---.. Grant Howald Park Soccer Corona del Mar,CA Lighting System Pole / Fixture Summary Pole ID Pole Height Mtg Height Fixture Qty Luminaire Type A1-A2, C2 60' 60' 2 TLC-LED-1200 B1 , C1 , D1-D2 60' 60' 3 TL C-LED-1200 7 18 Circuit Summary Circuit Description Load Fixture Qty A Soccer 21.06 kW 18 LED 5700K -75 CRI 136,000 Light Level Summary Calculation Metric Ave Min Large Soccer Field Horizontal 37 26.8 Lg Soccer 2 Horizontal 36.2 22 Small Soccer 1 Horizontal 35 .5 23.4 Small Soccer 2 Horizontal 30 18.5 Soccer Horizontal lllum inance 34.4 21.4 Spill Horizontal 0.02 0 Spill Max Cande la (by Fixture) 466 0 Spill Max Vertical llluminance Metric 0.04 0 ENGINEERED DESIGN By: Russell Huddleston• File #195659 • 15-Jul-19 EQUIPMENT LIST FOR AREAS SHOWN Pole QTY LOCATION SIZE GRADE MOUNTING ELEVATION HEIGHT 3 Al-A2, C2 60' -60' 4 81,Cl 60' . 60' Dl·D2 7 I TOTALS O' 80' Luminaires WMINAIRE QTY/ TYPE POLE TLC-LED-1200 2 TLC-LED-1200 3 I 18 .,35 ,42 .,35 ,41 160' THIS GRID 1 ' ' ' ' ' ' ' !! 2 3 18 OTHER GRIDS 0 0 0 ENGINEERED DESIGN By: Russell Huddlest on• File #195659 • 15-Jul-19 Max 50.6 49.2 45.2 41 .1 49.1 0.19 2969 0.28 Load Circuit 2.34 kW A 3.51 kW A 21.06kW I Max/Min Ave/Min 1.89 2.24 1.93 2.22 2.29 0.00 0.00 0.00 1.38 A 18 1.65 A 18 1.51 A 18 1.63 A 18 1.61 A 18 A 18 A 18 A 18 Pole location(s) -$-dimensions are rela tive to 0,0 reference point(s) @ a;:;co _ ITIU Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, LLC .. PROJECT SUMMARY Grant Howald Park Soccer Corona del Mar,CA GRID SUMMARY Name: Soccer Size: 180' x 300' Spacing: 30.0' x 30.0' Height: 3.0' above grade ILLUMINATION SUMMARY MAINTAINED HORIZONTAL FOOTCANDLES Entire Grid Guaranteed Average: 20 Sca n Average: 34.41 Maxim um: 49.10 Minimum: 21.43 Avg / Min: 1.61 M ax /M in: 2.29 UG (adjacent pts): 1.81 CU: 0.80 No .. of Points: 60 LUMINAIRE INFORMATION Color / CRI : 5700K -75 CRI Lu minai re Out put: 136,000 lumens No. of Luminaires: 18 Total Load: 21.06 kW Lumen Maintenance Luminaire Type l90 hrs l80 hrs L70 hrs TLC-LED-1200 >81,000 >81,000 >81,000 Reported perTM-21-11.. See luminalre datasheet for details. Guaranteed Performance: The ILLUMINATION described above is guarant eed per your Musco Warranty document and includes a 0.95 dirt depreciation factor. Field Measurem ents: Individual field mea surements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for elect rical sizing .. Installation Requirements: Results assu me± 3% nominal voltage at line side of t he driver and structures located w ithin 3 feet (lm ) of design locations .. -. ' -. • '-,• . 11,~110 '-' I' We !M~ke ll lblppen,. Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, LLC .. ILLUMINATION SUMMARY P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A N DSCAPE A R C H I T ECT 08/31/2021 10/18/2021 S T A T E OF CA L I F O R N IA CRAIG D.S EN S E N B AC H LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number: 535.024 FB A E n g i n e e r i n g / P l o t D a t e : 1 0 / 1 8 / 2 0 2 1 1 0 : 5 4 A M / P l o t t e d b y : W i l l i a m R a m i r e z / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 2 4 \ E - 2 . 0 2 _ 5 3 5 0 2 4 . d w g SPORTS FIELD LIGHTING PLANS E-2.02 50 QTY LOCATION ~ZE ELEVATION 3 A1-A2, C2 60' 4 Bl, Cl 60' D1-D2 7 TOTALS SCALE IN FEET 1 : 30 O' 30' HBGHT TYPE POLE 60' TLC-LED-1200 2 60' TLC-LED--1200 3 18 60' GRID 2 3 18 GRIDS 0 0 0 Pole location(s} + dimensions are relative to 0,0 reference point(s) 0 ENGINEERED DESIGN By: Russell Huddleston• File #195659 • 15-Jul-19 EQUIPMENT LIST FOR AREAS SHOWN Pole QTY LOCATION ~ZE GRADE IIIIOUNTINij ELEVATION HBGHT 3 A1-A2, C2 60' -60' 4 Bl, Cl 60' . 60' D1-D2 7 TOTALS SCALE IN FEET 1 : 30 O' 30' Luminaires LUMINAIRE TYPE TLC-LED--1200 TLC-LED-1200 -A4 ..32 ..39 60' QTYr THIS POLE GRID 2 2 3 3 18 18 ..38 -AO ..38 ..34 ..38 OTHER GRIDS 0 a 0 ..33 ..35 ..38 Pole location(s) -$-dimensions are relative to 0,0 reference point(s) e, ENGINEERED DESIGN By: Russell Huddleston• File #195659 • 15-Jul-19 UNDERG>ROUND 5ERYIGE ALERT GALL: 811 TY'lO V'lORKINGi DAYS BEFORE YOU Dl6 Grant Howald Park Soccer Corona del Mar,CA GRID SUMMARY Name: Large Soccer Field Size: 180' x 300' Spacing: 30.0' x 30.0' Height: 3.0' above grade ILLUMINATION SUMMARY MAINTAINED HORIZONTAL FOITTCANDLES Entire Grid Scan Average: 37.03 Maximum: 50.63 Minimum: 26.76 Avg/ Min: 1.38 Max/ Min: 1.89 UG (adjacent pts): 1.63 CU: 0.34 No. of Points: 24 LUMINAIRE INFORMATION Color / CRI: 5700K -75 CRI Luminaire Output: 136,000 lumens No. of Luminaires: 18 Total Load: 21.06 kW .. l umen Maintenance Luminaire Type L90 hrs LSD hrs L70 hrs TLC-LED-1200 >81,000 >81,000 >81,000 Reported per TM-21-11. See luminaire datasheet for details. Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciation factor. Field Measurements: Individual field measurements may vary from computer-calcu lated predictions and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume± 3% nominal voltage at line side of the driver and structures located within 3 feet (lm) of design locations. Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981 , 2019 Musco Sports Lighting, LLC. ILLUMINATION SUMMARY Grant Howald Park Soccer Corona del Mar,CA GRID SUMMARY Name: Small Soccer 1 Size: 180' x 300' Spacing: 20.0' x 20.0' Height: 3.0' above grade ILLUMINATION SUMMARY MAINTAINED HORIZONTAL FOOTCANDLES Entire Grid Scan Average: 35.46 Maximum: 45.15 Minimum: 23.41 Avg/ M in: 1.51 Max/ Min: 1,93 UG (adj acent pts): 1.39 CU: 0.12 No. of Points: 20 LUMINAIRE INFORMATION Color / CRI: 5700K -75 CRI Luminaire Output: 136,000 lumens No. of Luminaires: 18 Total Load: 21.06 kW ... l umen Maintenance l uminaire Type L90 hrs l 80 hrs L70 hrs TLC-LED-1200 >81,000 >81,000 >81,000 Reported per TM-21-11. See luminaire datasheet for details . Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciation factor. Field Measurements: Individual field measurements may vary from computer-calcu lated predictions and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing . Installation Requirements: Results assume± 3% nominal voltage at line side of the driver and structures located within 3 feet {lm) of design locations. Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, LLC. ILLUMINATION SUMMARY QTY LOCATION SIZE ELEVATION HEIGHT TYPE POLE GRID GRIDS 3 Al-A2, C2 60' 60' TLC-LED-1200 2 2 0 4 Bl, Cl 60' 60' TLC-LED-1200 3 3 0 D1-D2 7 TOTALS 18 18 0 SCALE IN FEET 1 : 40 O' 40' 80' ENGINEERED DESIGN By: Russell Huddleston• File #195659 • 15-Jul-19 EQUIPMENT LIST FOR AREAS SHOWN Pole Luminaires QTY LOCATION SIZE GRADE MOUNTING WMINAIRE QTY/ THIS OTHER ELEVATION HEIGHT TYPE POLE GRID GRIDS 3 Al-A2, C2 60' -60' TLC-LED-1200 2 2 0 4 81, Cl 60' -60' TLC-LED-1200 3 3 0 D1-D2 7 I TOTALS I 18 18 0 SCALE IN FEET 1 : 30 O' 30' 60' ENGINEERED DESIGN By: Russell Huddleston• File #195659 • 15-Jul-19 Pole location{s) -$-dimensions are relative to 0,0 reference point(s) G Pole location{s) -$-dimensions are relative to 0,0 reference point(s) @ Grant Howald Park Soccer Corona del Mar,CA GRID SUMMARY Name: Lg Soccer 2 Size: 180' x 300' Spacing: 30.0' x 30.0' Height: 3.0' above grade ILLUMINATION SUMMARY MAINTAINED HORIZONTAL FOOTCANDLES Entire Grid Scan Average: 36.20 Maximum: 49.24 Minimum: 21.95 Avg/ Min: 1.65 Max / Min: 2.24 UG (adjacent pts): 1.51 CU: 0.34 No. of Points: 24 LUMINAIRE INFORMATION Color/ CRI: 5700K -75 CRI Luminaire Output: 136,000 lumens No. of Luminaires: 18 Tota l Load : 21.06 kW Lumen Maintenance Luminaire Type L90 hrs L80 hrs L70 hrs TLC-LED-1200 >81,000 >81,000 >81,000 Reported perTM-21-11. See luminaire datasheet for details. Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciation factor. Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6--15, Electrical System Requirements: Refe r to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume± 3% nominal voltage at line side of the driver and structures located w ithin 3 feet (lm ) of design locations. . rn-u 1'.-·_-- •·· -- Not to be reproduced in whole or part without the written consent of Musco Sports Lighting , LLC. ©1981 , 2019 Musco Sports Lighting, LLC. ILLUMINATION SUMMARY Grant Howald Park Soccer Corona del Mar,CA GRID SUMMARY Name: Small Soccer 2 Size: 180' x 300' Spacing: 20.0' x 20.0' Height: 3.0' above grade ILLUMINATION SUMMARY MAINTAINED HORIZONTAL FOOTCANDLES Entire Grid Scan Average: 30.04 Maximum: 41.10 Minimum: 18.48 Avg/ Min: 1.63 Max/ Min: 2.22 UG (adjacent pts): 1.83 CU: 0.10 No. of Points: 20 LUMINAIRE INFORMATION Color/ CRI: 5700K -75 CRI Luminaire Output: 136,000 lumens No. of Luminaires: 18 Total Load : 21.06 kW Lumen Maintenance l uminaire Type L90 hrs L80 hrs l 70 hrs TLC-LED-1200 >81,000 >81,000 >81,000 Reported perTM-21-11. See luminaire datasheet for details. Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciation factor. Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in acco rdance with IESNA RP-6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume± 3% nominal voltage at line side of the driver and structures located w ithin 3 feet (lm) of design locations. Not to be reproduced in whole or part without the written consent of Musco Sports Lighting , LLC. ©1981 , 2019 Musco Sports Lighting, LLC. ILLUMINATION SUMMARY P-5264-S 51 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GRANT HOWALD PARK REHABILITATION 7476-2PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone0' 10' 20' 40' (19P11) SHEET OF (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TM/TP CS 2019-12-05 Signature Renewal Date Date L ICENS E D L A N DSCAPE A R C H I T ECT 08/31/2021 10/18/2021 S T A T E OF CA L I F O R N IA CRAIG D.S EN S E N B AC H LICENS E N O . 2 5 4 7 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 RECORDING DRAWING SET2022-10-22 RECORD DRAWING SET RECORD DRAWING SET "These record documents have been prepared based on information provided by others. The Landscape Architect (Prime Consultant) or their Sub-Consultants have not verified the accuracy or completeness of this information and shall not be responsible for any errors or omissions that may be incorporated herewith as a result." Date: 10/22/2021150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number: 535.024 FB A E n g i n e e r i n g / P l o t D a t e : 1 0 / 1 8 / 2 0 2 1 1 0 : 5 4 A M / P l o t t e d b y : W i l l i a m R a m i r e z / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 2 4 \ E - 2 . 0 3 _ 5 3 5 0 2 4 . d w g SPORTS FIELD LIGHTING PLANS E-2.03 51 SCALE IN FEET 1 : 150 O' 150' 300' ENGINEERED DESIGN By: Russe ll Huddleston• File #195659 • 15-Jul-19 EQUIPMENT LIST FOR AREAS SHOWN Pole Luminaires QTY LOCATION SIZE GRADE MOUNTING WMINAIRE QTY / THIS OTHER ELEVATION HEIGHT TYPE POLE GRID GRIDS 3 Al-A2, C2 60' -60' TLC-LED-1200 2 2 0 4 81,Cl 60' -60' TLC-LED-1200 3 3 0 D1-D2 7 I TOTALS I 1B 18 0 O' 200' 400' ENGINEERED DESIGN By: Russe ll Huddleston• File #195659 • 15-Jul-19 Pole location(s) ♦dimensions are relative to 0,0 reference point(s) G Pole location(s) -$-dimensions are relative to 0,0 reference point(s) @ UNDERG>ROUND 5ERYIGE ALERT GALL: 811 TY'lO V'lORKINGi DAYS BEFORE YOU Dl6 Grant Howald Park Soccer EQUIPMENT LAYOUT INCLUDES: • Soccer Electrical System Requirements: Refer to Am perage Draw Chart and/or the "Musco Control System Summary" for electrica l sizing. Installation Requirements: Results assume± 3% nominal voltage at line side of the driver and structures locat ed wit hin 3 feet (lm) of design locations. • • • Luminaires LOCATION •~E ELEVATION HEIGHT TYPE Al-A2. C2. 60' 60' TLC-LED-1200 Bl, Cl 60' 60' TLC-LED-1200 D1-D2 7 TOTALS SINGLE LUMINAIRE AMPERAGE DRAW CHART Ballast Specifications Line Ampe rage Per Luminaire (.90 min power factor! (max draw) Single Phase Voltage 208 220 240 TLC-LED-1200 (60) '"'' (60) 7.0 ,., 6.1 CCCD fflUES -· 277 '"" 5.2 347 380 (60) [60) 4.2 3.8 POLE 2 3 18 480 1601 3.0 Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, LLC. EQUIPMENT LAYOUT Grant Howald Park Soccer Corona del Mar,CA GRID SUMMARY Name: Spill Spacing: 30.01 Height : 3.0' above grade ILLUMINATION SUMMARY HORIZONTAL FOOTCANDLES Entire Grid Scan Average: 0.0218 Maximum: 0.1900 Minimum: 0.0000 No. of Points: 44 LUMINAIRE INFORMATION Color/ CRI: 5700K -75 CRI Luminaire Output: 136,000 lumens No. of Luminaires: 18 Total Load: 21.06 kW Lumen Maintenance luminaire Type L90 hrs LBO hrs l70 hrs TLC-LED-1200 >81,000 >81,000 >81,000 Reported perTM-21-11. See luminaire datasheet for details. Guaranteed Performance: The ILLUMINATION described above is gua ranteed per your Musco Warranty document. Fleld Measurements: Individual field measurements may vary from computer-calculat ed predictions and should be taken in accorda nce with IESNA RP-6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume± 3% nominal voltage at line side of the driver and structures located w ithin 3 feet (lm] of design locations. Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, LLC. ILLUMINATION SUMMARY cA -. ---.. QTY LOCATION SIZE ELEVATION HEIGHT TYPE POLE GRJO GRIDS 3 Al-A2, C2 60' 60' TLC-LED-1200 2 2 0 4 Bl, Cl 60' 60' TLC-LED-1200 3 3 0 D1-D2 7 TOTALS 18 18 0 ~ SCALE IN FEET 1 : 200 O' 200' 400' ENGINEERED DESIGN By: Russel l Huddleston• File #1 95659 • 15-Jul-19 EQUIPMENT LIST FOR AREAS SHOWN Pole Luminaires QTY LOCATION SIZE GRADE MOUNTINi.; LUMINAIRE QTY/ ™" OTHER ELEVATION HEIGHT TYPE POLE GRID GRIDS 3 A1-A2, C2 60' -60' TLC-LED-1200 2 2 0 4 Bl, Cl 60' -60' TLC-LED-1200 3 3 0 D1-D2 7 TOTALS 18 1B 0 O' 200' 400' ENGINEERED DESIGN By: Russel l Huddleston• File #1 95659 • 15-Jul-19 Pole location(s) + dimensions are relative to 0,0 reference point{s) :21 Pole location(s) + dimensions are relative to 0,0 reference point{s) :z., Grant Howald Park Soccer Corona del Mar,CA GRID SUMMARY Name: Spill Spacing: 30.0' Height: 3.0' above grade ILLUMINATION SUMMARY MAX VERTICAL FOOTCANDLES Entire Gr id Scan Average: 0.0386 Maximum: 0.2815 M inimum: 0.0000 No. of Points: 44 LUMINAIRE INFORMATION Color/ CRI: 5700K -75 CRI Luminaire Output: 136,000 lumens No. of Luminaires: 18 Total load: 21.06 kW Lumen Maintenance luminaire Type L90 hrs l80 hrs l70 hrs TLC-LED-1200 >81 000 >81000 >81000 Reported per TM-21-11. See luminalre datasheet for details. Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document. Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements: Refe r to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume± 3% nominal voltage at line side of the driver and structures locat ed w ithin 3 feet (lm ) of design locations. ~·, 111-1U - Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981. 2019 Musco Sports Lighting, LLC. ILLUMINATION SUMMARY Grant Howald Park Soccer Corona del Mar,CA GRID SUMMARY Nam e: Spill Spacing: 30.0' He ight: 3 .0' above grade ILLUMINATION SUMMARY CANDELA (PER FIXTURE) Entire Gr id Scan Average: 465.7969 Maximum: 2988.5129 ' Minimum: 0.0000 No. of Points: 44 LUMINAIRE INFORMATION Color/ CRI: 5700K -75 CRI Luminaire Output: 136,000 lumens No. of Luminaires: 18 Total Load: 21.06 kW Lumen Maintenance l uminaire Type L90 hrs L80 hrs l70 hrs TLC-LED-1200 >81,000 >81,000 >81,000 Reported per TM-21-11. See luminaire datasheet for details. Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document. Fleld Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance w ith IESNA RP-6-15. Electrical System Requirements: Refe r to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume± 3% nominal voltage at line side of the d river and structures located w ithin 3 feet (lm] of design locations. 'I' We Mak-e It lb!P»en~ Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981. 2019 Musco Sports Lighting, LLC. ILLUMINATION SUMMARY