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HomeMy WebLinkAboutP_5272_SCITY OF COSTA MESA PROJECT LOCATION PROJECT LOCA TION 100°/o CONSTRUCTION DOCUMENTS PUBLIC WORKS DEPARTMENT ARROYO PARK SYNTHETIC TURF FIELD INSTALLATION (23P11) C-8891-2 VICINITY MAP NO T TO SCALE \ \ I / I (- ' ! ,/ ( DATE: DATE: LOCATION MAP KEY MAP NOT TO SCALE SCALE: 1" ~ 80' ------+----------------------------------~~·-.. ,·.-----;---- SYMBOL ABBREVIATIONS PROJECT DIRECTORY SHEET INDEX (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE @J SEWER CLEANOUT ® SEWER MANHOLE @ STORM DRAIN MANHOLE DO, FIRE HYDRANT . "" WATER METER lltl STREET LIGHT PULL BOX "'1 TRAFFIC SIGNAL PULL BOX q------o STREET LIGHT @ WATER VALVE <'-GUY WIRE 11> SURVEY MONUMENT ~ SIGN ® VAULT VENT 0 TREE l"'1 IRRIGATION CONTROL VALVE ll'1l CABLE TV PULL BOX ~ CORING LOCATION ();) ELECTRICAL MANHOLE Cil ELECTRICAL PULL BOX l11/////t.A BUILDING - - - -EXISTING CONSTRUCTION -- --PROPERTY LINE NEW CONSTRUCTION ---it---CENTERLINE ----S ----SEWER LINE -----W-----WATER LINE ---G---GAS LINE --E --ELECTRICAL LINE --T --TELEPHONE LINE -CATV-CABLEVISION LINE --SP--SPRINKLER SYSTEM -x-x-x-FENCE BLOCK WALL CALL TOLL FREE Dial 811 BEFORE YOU DIG AB ARV ACP AC BC BCR BVC BLK CATV Cl It CNS CL CLR C&G E EC ECR EVC EXIST FLG FE FL FM G GV GB GE IP&T LT MAX MJ MIN NG N NTS NO OG PE PROP PB RCP RET RT SCH s sco SMH SHT SW s SCE SQ STL T w W/ AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST /ELECTRIC END CURVE END CURVE RETURN END VERTICAL CURVE EXISTING FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE AND TAG LEFT MAXIMUM MECHANICAL JOINT MINIMUM NA TUR AL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE PI PE RETAINING RIGHT SCHEDULE SEWER SEWER CLEANOUT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL TELEPHONE WEST/WATER WITH BASIS OF BEARINGS: OWNER: CITY OF NEWPORT BEACH 100 CIVIC CENTER DRIVE NEWPORT BEACH, CA 92660 PHONE: (949) 644-3321 CONTACT: TOM SANDEFUR GEOTECHNICAL ENGINEER: GMU GEOTECHNICAL 23241 ARROYO VISTA RSM, CA 92688 PHONE: (949) 888-6513 CONTACT: MATT FARRINGTON IRRIGATION: GLASIR DESIGN 424 NEW JERSEY LANE PLACENTIA, CA 92870 PHONE: (714) 514-9930 CONTACT: CHRIS CURRY LANDSCAPE ARCHITECT: RJM DESIGN GROUP, INC. 31591 CAMINO CAPISTRANO SAN JUAN CAPISTRANO, CA 92675 PHONE: (949) 493-2600 CONTACT: CRAIG SENSENBACH ELECTRICAL ENGINEER: FBA ENGINEERING 3420 IRVINE AVE SUITE 200 NEWPORT BEACH, CA 92660 PHONE: (949) 852-9995 CONTACT: BILL ZAVRSNICK CIVIL ENGINEER: CIVTEC 999 CORPORATE DRIVE, SUITE 100 LADERA RANCH, CA 92694 PHONE: (949) 463-8822 CONTACT: TOM CARCELLI SYNTHETIC TURF: FIELD TURF 175 N INDUSTRIAL BLVD NE CALHOUN, GA 30701 PHONE: (916) 346-8543 CONTACT: CHRIS CHISAM 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 (80D) 624-8153 (BOO) 611-1911 (800) 332-1321 (949) 644-3011 (714) 962-2411 (714) 542-6222 (877) 269-277B NIGHT (949) 644-3717 1. T-0.01 CIVIL 2. C-0.01 3. C-0.02 4. D-1.01 5. C-1.01 6. C-3.01 7. C-4.01 TITLE SHEET TITLE SHEET DETAIL SHEET DEMOLITION PLAN PRECISE GRADING PLAN EROSION CONTROL PLAN HORIZONTAL CONTROL PLAN LANDSCAPE CONSTRUCTION 8. 9. L-1.01 L-2.01 SYNTHETIC TURF 10. DRN-1.01 11. FD-2.01 12. FD-2.02 IRRIGATION 13. L-3.01 14. L-4.01 LANDSCAPE PLANTING 15. L-5.01 16. L-6.01 ELECTRICAL 17. E-0.01 18. E-1.01 19. E-2.01 20. E-2.02 21. E-2.03 22. E-2.04 CONSTRUCTION PLAN CONSTRUCTION DETAILS FIELD DRAINAGE PLAN FIELD DETAILS FIELD DETAILS IRRIGATION PLAN IRRIGATION DETAILS AND NOTES PLANTING PLAN PLANTING DETAILS AND NOTES GENERAL NOTES, DETAILS & SYMBOLS LIST SITE ELECTRICAL PLAN ELECTRICAL SPECIFICATIONS SPORTS FIELD LIGHTING SPORTS FIELD LIGHTING SPORTS FIELD LIGHTING PLANS PREPARED BY: ... ,,/.::-~os·cAP~¾~ 02/2412023 90% co Submittal APPROVAL RECOMMEND ED: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERL INE OF CAMELBACK STREET BEING Nao• 00' 58" E AS SHOWN ON PARCEL MAP NO. 2001-140 FILED IN BOOK 326 PAGES 48 to 50 OF PARCEL MAPS IN THE OFFICE OF' THE COUNTY RECORDER OF ORANGE COUNTY, CAL I FORN I A -,{{~'::t .;~7ic~~\\ ( t----1 :;. ,/JiJ.,,,,,,t, l /' 4-<l',,./:~: .. \\ I -_ 11!::!/"$___/~ -~\\~\-\ ~ 1;,~/",:;; ~{,''\~\\ BENCHMARK: 31591 Camino Capistrano R 11~11~ ,,;;;,. sl)-,)1 San Juan Capistrano, CA 92675 GROUP 11-:z\\ 081w2c,23 /1 'k1/ DIRECTOR ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-23-70R86 www.RJMdesigngroup.com 1, \~ Renewa1oa1e // 11 RECREATIONAND SENJOR DESCRIBED BY ocs 2002 -FOUND 3 3\4M ocs ALUMINUM BENCHMARK DISK STAMPED "JS-23-70RB6", SET IN THE NORTHWEST [949]493-2690 fax '\~.,..,~~ 4127120:.3 ,.,/ __ ~\/ ,'7--. PV_lt.ES CORNER OF A 4.5 FT. 4 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF ''\.'!>-'·<~-D..ta />7._~~,j ( ~-/- BISON AVENUE AND MACARTHUR BOULEVARD, 175 FT. WESTERLY OF THE CENTERLINE OF MACARTHUR BOll_EVARD AND 52 FT. SOUTHERLY [949J493-2600pllone ~{_o-; CA-C\~5}// '--+-----+! -----------1 DA • :->/ 7/:J_r,i.~;$ __ _ REVIEWED· IRVlNE RANCH WATER DISTRICT PPROVAL RC.COMMENDED: ICAHMARTIN D:::PUTY DIRECTOR P.W.• ~IUNICIPAL OPERATIONS CITY 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 PER STD. 141. 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. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE PER STD. 182. 1. 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. -----·-------------------------------------, GENERAL NOTES A ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE 2015 EDITION OF APWA STANDARD PLANS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND STATE STANDARD SPECIFICATIONS, CALIFORNIA BUILDING CODE. UNIFORM PLUMBING CODE, NATIONAL ELECTRICAL CODE. ALL SAFETY ORDERS OF THE STATE INDUSTRIAL COMMISSION, TITLE 3, RULES AND REGULATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITING, STATE OF CALIFORNIA TITLE 24, SECTION T-20-1401 THROUGH T-20-1406, AND TITLE 20, SECTION 1401-1406 ENERGY REGULATIONS, AND CALGREEN. B. 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. C. DO NOT WILLFULLY 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. D. THE CONTRACTOR SHALL NOTIFY THE CITY'S ENGINEER TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. E. 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. F. THE CONTRACTOR SHALL PROVIDE 72-HOUR NOTICE TO AFFECTED UTILITIES WHEN RELOCATION IS REQUIRED. G. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORK PERTAINING TO THE PROJECT BETWEEN THE HOURS OF 5:00 PM. AND 7:00 AM. ON ANY DAY NOR SATURDAY, SUNDAY, OR HOLIDAYS AT ANY TIME EXCEPT AS APPROVED BY THE CITY. H. THE CONTRACTOR SHALL NOT BLOCK DRIVEWAYS OR VEHICULAR TRAFFIC DURING THE PROCESS OF CONSTRUCTION. I. THE CONTRACTOR WILL COMPLY TO APWA WATCH MANUAL DURING CONSTRUCTION. J. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION (811). K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL DURING CONSTRUCTION AND MAINTENANCE PERIOD. L. 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 REVIEW ALIGNMENT/ LOCATION OF CONSTRUCTION FENCING WITH CITY'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR SHALL MAINTAIN FENCING UNTIL CITY'S ACCEPTANCE OF THE WORK. M. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS. N. MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS. 0. THE GENERAL CONTRACTOR WARRANTS TO THE CITY 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. P. PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE LANDSCAPE ARCHITECT FOR SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS. Q. VERIFY ALL PROPERTY LINES OR LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. R. IN THE CASE OF DISCREPANCIES IN THE DRAWINGS. SPECIFICATIONS SHALL TAKE PRECEDENCE OVER DETAILS, AND DETAILS SHALL TAKE PRECEDENCE OVER PLANS. S. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECT UNLESS OTHERWISE SHO'NN; 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 HIS 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. ·ct• ~=a=-~-------------------------------------, SURVEY RESPONSIBILITY NOTES CONTRACTOR SHALL BE 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 PAVING EDGES/ALIGNMENT FENCING, WALLS. LIGHT FIXTURES, SIGNS, MOW CURBS, BUILDINGS, CURB AND GUTTER ALIGNMENTS. CATCH BASINS, DRAINS, ETC. AN AUTOCAD-COMPA TIBLE .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. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE ATTENTION PRIOR TO ANY FIELD LAYOUT. 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. ~---------------------------------------~ -- UTILITY LOCATOR NOTE FOR CONSTRUCTION WORK LOCATED ON. AND ADJACENT TO THE PROJECT SITE, CONTRACTOR TO CONDUCT THE FOLLOWING; PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL RETAIN AN INDEPENDENT UTILITY LOCATOR COMPANY, AT HIS OR HER OWN EXPENSE, TO VERIFY ALL EXISTING UTILITY LOCATIONS, HEIGHTS, AND DEPTHS THROUGHOUT THE ENTIRE WORK AREA THE UTILITY LOCATOR SHALL DETERMINE THE SIZE, AND TYPE OF ALL UTILITIES, AND IF DIRECT BURIED, OR IN CONDUIT. THE CONTRACTOR SHALL REPORT ALL UTILITY LOCATIONS, HEIGHTS, DEPTHS, AND CONDITIONS TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY FIELD CORRECTIONS DUE TO FAILURE TO RETAIN AN INDEPENDENT UTILITY LOCATOR COMPANY AND/OR REPORT FINDINGS TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. FOR CONSTRUCTION WORK WITHIN THE PUBLIC RIGHT OF WAY, CONTACT DIGALERT AT B11, TO VERIFY ALL EXISTING UTILITY LOCATIONS, HEIGHTS, DEPTHS, SIZES, AND TYPE, AND IF DIRECT BURIED, OR IN CONDUIT. APPROVAL RECOMMENDED: ,/ R, P.E. ASSISTANT C ENGINEE R PUBLIC WORKS TITLE SHEET ARROYO PARK SYNTHETIC TURF FIELD INSTALLATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-8891-2 T-0.01 P-5272-S SHEET 1 OF 22 OF THE CENTERL I NE OF BISON AVENUE. MONUt.4ENT IS SET LEVEL WITH THE SIDEWALK. -----r I ~---------______________ __1__,E,,LccEV'.',Ac'Tl,'!ON~-_,1.!.'19c'.·•~·=-··_l[c<NA"'VD"""BB;_, .o_20-,_;0,:,_4~LE,cV".oEoELEecDJ_ _________________________ _L._ ___________ ____c=----------_J_ ___________ _J__cN:::0 :_. _L__ -~~TE _ _l '.:"DE,,-S":C"'Rl"CPT'"IO.,,N"O_,,F_,R'"Ec"_Vl":'Sl.,Q'"NS.._ ___ 1-__________ ,j_ _______ _J_ ________ _J----------~ ------------------------- 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 4/17/23 TEC STAFF TEC CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK SHEET OF REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: SYNTHETIC TURF FIELD INSTALLATION PLANS PREPARED BY: 22 P-5272-S C-8891-2 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 90% CD Submittal02/24/2023 REVIEWED: IRVINE RANCH WATER DISTRICT GRADING NOTES GENERAL 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 5:00 PM MONDAY THROUGH FRIDAY; AND NO WORK ON SATURDAYS AND SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 8. APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 10. 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. 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A “STOP WORK” ORDER. 13. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000 WITH GLUED JOINTS. 14. 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. NOT USED. 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. BMPs FOR STOCKPILE ARE REQUIRED. 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. 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. THE CONTRACTOR SHALL KEEP A "REDLINE" DRAWING RECORD OF FIELD CHANGES TO THE APPROVED PLAN AND PROVIDE SAID RECORD TOP THE CIVIL ENGINEER. THIS RECORD WILL BE USED BY THE CIVIL ENGINEER TO PREPARE AN AS-BUILT GRADING PLAN 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. THE CONTRACTOR OR CITY (AS AGREED TO PRIOR TO CONSTRUCTION) SHALL MAKE ALLOWANCES FOR 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. THE CONTRACTOR OR CITY (AS AGREED TO PRIOR TO CONSTRUCTION) SHALL MAKE ALLOWANCES FOR 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. 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 C-1.01 HORIZONTAL CONTROL PLAN C-3.01 C-4.01 NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE IN ACCORDANCE WITH THE EARTHWORK SPECIFICATION, APPROVED SOILS REPORT, ALL SUBSEQUENT ADDENDUMS, 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. DETAIL SHEET CONSTRUCT TRENCH DRAIN PER DETAIL 2, SHEET C-0.02 CONSTRUCT 6" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 3, SHEET C-0.02 GENERAL CONSTRUCTION NOTES NO.DESCRIPTION QUANTITY 1 PROTECT IN PLACE 4 3 6 7 5 2 9 8 SEE SHEET C-3.01 FOR EROSION CONTROL CONSTRUCTION NOTES CONNECT TRENCH DRAIN TO STORM DRAIN CONSTRUCT CATCH BASIN & GRATE PER DETAIL 1, SHEET C-0.02 CONNECT TO EXISTING STORM DRAIN WDID #: _________________ 1411 BAYSWATER FOR COUNTY OF ORANGE ARROYO PARK - SYNTHETIC TURF REPLACEMENT 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. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CAMELBACK STREET BEING N 00° 00' 58" E AS SHOWN ON PARCEL MAP NO. 2001-140 FILED IN BOOK 326 PAGES 48 TO 50 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. BENCHMARK ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-23-70R86 DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3S-23- 70R86", SET IN THE NORTHWEST CORNER OF A 4.5 FT. 4 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF BISON AVENUE AND MACARTHUR BOULEVARD, 175 FT. WESTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 52 FT. SOUTHERLY OF THE CENTERLINE OF BISON AVENUE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 119.499' [NAVD88, 2004 LEVELED] CONSTRUCT STORM DRAIN CLEAN OUT PER DETAIL 4, SHEET C-0.02 SEE SHEET D-1.01 FOR DEMOLITION CONSTRUCTION NOTES *THE ABOVE CUT/FILL QUANTITIES ARE FOR PERMIT PURPOSES ONLY. THIS CALCULATION DOES NOT INCLUDE SOILS FROM BUILDING OR WALL FOOTINGS, NOR ANY UTILITY TRENCHING. THIS CALCULATION DOES NOT ACCOUNT FOR SHRINKAGE OR SUBSIDENCE (TO BE CONFIRMED BY THE SOILS ENGINEER). REMOVALS PER THE SOILS REPORT INCLUDE TURF DOWN IN SYN. FIELD AREA TO ROOT ZONE (ASSUMED TO BE 6-INCHES). CONTRACTOR SHALL REFER TO THE SOILS REPORT FOR STATEMENTS CONCERNING GRADING REQUIREMENTS. AREA DISTURBED:2.9± ACRES CUT 5,200 CUBIC YARDS FILL 20 CUBIC YARDS EXPORT 5,180 CUBIC YARDS OVER-EXCAVATION *N/A CUBIC YARDS EARTHWORK 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). CONNECT TO FIELD STORM DRAIN - SEE SYN. FIELD PLANS FIRE HYDRANT TOP OF HEADWALLT.H.W. WV L.P. LEGEND TELEPHONE TOP OF WALL WATER VALVE WATER METER SANITARY SEWER TOP OF CURB TOP OF FOOTING TOP OF GRATE VALVE STREET LIGHT WATERW W.M. W.V. T.F. T.W. S T.G. T.C. TEL. CHAIN LINK FENCE CENTERLINE HIGH POINT ROOF DRAIN POWER POLE GRADE BREAK RIGHT OF WAY FIRE HYDRANT FINISHED SURFACE FINISHED FLOOR EDGE OF PAVEMENT CATCH BASIN STORM DRAIN CURB & GUTTER EXISTING SPOT ELEVATION FLOWLINE GRADE BREAK LINE EXISTING UTILITY LINE (TYPE AND SIZE AS NOTED) P.P. R.O.W. R.D. ST. IRR. OR IRRIG. M.H. STREET IRRIGATION LOW POINT MANHOLE G.B. H.P. H.C. INV. F.S. F.H. F.L. HANDICAP INVERT FLOWLINE EXISTING CONTOUR WORK LIMITS PROPERTY LINE DWY. ELEC. E.P. F.F. CONC. C.O. SD DRIVEWAY ELECTRIC CONCRETE CLEANOUT C.B. C&G C.L.F. C.L. BLDG. BUILDING PROPOSED CONTOUR PROPOSED SLOPE TOP OF DECKT.D. POINT OF CONNECTIONP.O.C. DECOMPOSED GRANITE P/A PLANTER AREA D.G. FLOW DIRECTION D.F.DRINKING FOUNTAIN STORM DRAIN & GRATE STORM DRAIN AND CLEANOUT WROUGHT IRON FENCEW.I.F. TOP OF SUBGRADET.O.S. B.O.W. BACK OF WALK FINISHED GROUNDF.G. TITLE SHEET C-0.01 2 CONSTRUCT 8" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 3, SHEET C-0.02 4 EA 195 LF 1 EA 395 LF 40 LF 2 EA 3 EA 1 EA - 0 0 0 0 0 0 0 0 0 -- - ------- 85 ,!!5.2 I][] --y----v-- _..1... ____ .1... __ --12"W-- ----GB---- ···-···-- □ --~ IXl d, EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CAUFORNIA GAS COMPANY (800) 624-8153 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 AT&T TillPHONE COMPANY \ BOOl 332-1321 CITY OF NEWPORT BEACH UTILITIES D1"1SION 949 644-3011 (949) 644-3717 ORANGE COUNTY SANITATION DISTRICT 714 962-2411 TIME WARNER CABLE (714) 542-6222 COX COMMUNICATIONS - BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENlERLINE OF CAMELBACK SlREET BEING N ocr oo' 58" E AS SHOWN ON PARCEL MAP 9,-oFESS/~ ~f./ = NO. 2001-140 FILED IN BOOK 326 PAGES 48 to 50 OF PARCEL MAPS IN THE OFACE OF lHE COUNTY RECORDER OF ORANGE CCXJNTY, ~·~ t. "'4l'~ CALL TOLL FREE CALIFORNIA. fl. ~11<~ 7 l..~ QI i-.;: -;.,. Dial 811 BENCHMARK: ~ ~ « C--81640 ~ BEFORE YOU DIG ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-23-70R86 ~ '/ Exp. 09-30-2J • DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "35-23-70R86", SET IN THE NORTHYEST CORNER I $,!i;,1~~,. OF A -4.5 FT. 4 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN TI-IE SOUTI-l'NEST CORNER OF THE INlERSECTION OF BISON AVENUE I AND MACARTHUR BOULEVARD, 175 FT. Vt£STERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 52 FT. SOUTHERLY OF THE 4/17 /23 CENTERLINE OF BISON A\IENUE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ' (, ( ELEVATION = 119.-499' rNA'vt>SB, 2004 LE\IELEDl 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 4/17/23 TEC STAFF TEC CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK SHEET OF REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: SYNTHETIC TURF FIELD INSTALLATION PLANS PREPARED BY: 22 P-5272-S C-8891-2 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 90% CD Submittal02/24/2023 REVIEWED: IRVINE RANCH WATER DISTRICT 5" 18 1 8 - 18 " O P E N I N G US E 1 2 1 2 F O R 4 " US E 1 8 1 8 F O R 6 " P I P E 5" ELEVATION 12 1 2 - 12 " O P E N I N G PLAN (FLAT TYPE) 4" 4" CATCH BASIN & GRATE PRE-CAST CONCRETE CATCH BASIN WITH FRAME - BROOKS PRODUCTS 1212 CB, 1818 CB, 2424 CB OR EQUAL CAST IRON GRATE - BROOKS PRODUCTS 1212 OR 1818 OR EQUAL - 1/4" MAX. SLOT - GALVANIZED FINISH STORM DRAIN PIPE - SIZE & TYPE PER PLAN NOTE: ·GRATES LOCATED IN ACCESSIBLE AREAS ARE TO HAVE ADA COMPLIANT OPENINGS W/ 1/2" MAX. GRATE OPENINGS IN ALL DIRECTIONS AND W/ FLUSH TRANSITION TO ALL ADJACENT WALK SURFACES. ·USE 3,250 p.s.i., TYPE II/V CONCRETE PVC 45° WYE - USE 45° HUB x HUB ELBOW FOR END OF LINE CONDITIONS - NDS OR EQUAL - SIZE PER PLAN FLOW INVERT ELEVATION PER PLAN STORM DRAIN SIZE & TYPE PER PLAN 5"18" OPENING USE 1212 FOR 4" USE 1818 FOR 6" PIPE 5" 12" OPENING 4"4" TOP OF GRATE (TG) PER PLAN 6" 2" MI N . D E P T H = 12 " F O R U P T O 6 " P I P E POURED IN PLACE P.C.C. BASE WITH SLOPE TO DRAIN SLOPE PER PLAN 1 5" 24 2 4 - 24 " O P E N I N G US E 2 4 2 4 F O R 8 " P I P E O R L A R G E R 5" 5"24" OPENINGUSE 2424 FOR 8" PIPE OR LARGER 5" STORM DRAIN CLEANOUT4 FLOW 2" FINISH GRADE - HARDSCAPE/AC/PCC BODY AND COVER PER BROOKS PRODUCTS NO. 4-TT OR EQUAL 12" TYP. 6" T Y P . 2" MI N . ROUND CONCRETE COLLAR - CAN OMIT COLLAR IF ADJACENT PAVEMENT IS AT LEAST 12" THICK PAVED AREA PLANTING AREA 12" 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 6" - 45° HUB x HUB ELBOW - NDS OR EQUAL 6" PVC PIPE (SCH 40) - NDS OR EQUAL NOTE: ·USE TYPE II/V CEMENT ·P.C.C. SHALL BE CLASS 560-C-3250 ·BACKFILL TO TOP OF 45° BEND WITH SAME MATERIAL AS PIPE BACKFILL UNDISTURBED SOIL INVERT ELEVATION PER PLAN 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. BA C K F I L L 6" TO 8" -TYP. 6" MI N . PIPE O.D. 12 " MI N . TRENCH WIDTH AS REQUIRED FOR PIPE 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 UTILITY BEDDING3 18" MIN. WHEN IN A.C. SURFACE USE CITY OF NEWPORT BEACH STANDARD DRAWING NO. 106 WHEN RESURFACING IN EXISTING ASPHALT OR CONCRETE SURFACE. DETAIL SHEET C-0.02 3 SCALE: N.T.S. TRENCH DRAIN2 SCALE: N.T.S. SCALE: N.T.S. 12" 6" M I N . VA R Y A S R E Q ' D TO O B T A I N FL O W L I N E G R A D E 2" 6" SCALE: N.T.S. 6" SAND W/ORGANIC AMENDMENT (80% SAND/ 20% AMENDMENT W/BARK) TOP DRESSING TURF WRAP GRAVEL TRENCH W/FILTER FABRIC - TYPAR MODEL NO. 3301, AVAILABLE FROM REEMAY CO. (800) 321-6771. COMPACTED SUBGRADE 3/4" TO 1-1/2" OPEN GRADED GRAVEL - NOT LESS THAN 1.5 SQUARE FEET PER LINEAR FOOT 6" P.V.C. (SCH 40) PERFORATED PIPE - SLOPE @ 0.4% MIN. (PERFORATED HOLES AT THE BOTTOM) 6" 30" 2:1 MAX. SLOPE GRADE BREAK PER PLAN 2% MIN.2% MIN. MOW CURB PER LANDSCAPE ARCHITECT PLANS SYN. FIELD PER SYN. FIELD PLANS GRANULAR MATERIAL (S.E.=30 MIN.) - PLACEMENT PER SOILS REPORT CALL TOLL FREE Dial 811 BEFORE YOU DIG BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CAMELBACK SlREET BEING N ocr oo' 58" E AS SHOWN ON PARCEL MAP NO. 2001-140 FILED IN BOOK 326 PAGES 48 to 50 OF PARCEL MAPS IN THE OFACE OF lHE COUNTY RECORDER OF ORANGE CCXJNTY, CALIFORNIA. BENCHMARK: ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-23-70R86 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "35-23-70R86", SET IN THE NORTHYEST CORNER OF A -4.5 FT. 4 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN TI-IE SOUTI-l'NEST CORNER OF THE INlERSECTION OF BISON AVENUE AND MACARTHUR BOULEVARD, 175 FT. Vt£STERLY OF THE CEN1ERUNE OF MACARTHUR BOULEVARD AND 52 FT. SOUTHERLY Of THE CENTERLINE OF BISON A\IENUE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 119.-499' NA'vt>SB, 2004 LEVELED ,-oFESS/ E- C-81 p. 09- T • .. , ... · ·• ... ,··. - ~ '--.,,. I / 4/17 /23 DEMOLITION NOTES 3 2 5 4 6 REMOVE EXISTING TREE AND ROOT BALL (COMPLETE) AND DISPOSE1 PROTECT EXISTING TREE IN PLACE SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK OR PAD (COMPLETE) AND DISPOSE PROTECT IN PLACE 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. LIMITS OF DEMOLITION PROTECT LINE IN PLACE WITHIN DEMOLITION LIMITS REMOVE EXISTING LANDSCAPE/IRRIGATION AND CAP AT LIMITS OF DEMOLITION (COMPLETE) AND DISPOSE - VERIFY EXTENT AND RECONNECTION WITH IRRIG. PLANS - CONTRACTOR TO COORDINATE WITH CITY LANDSCAPE DEPT. 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 STARLIGHT SURVEYING, INC., DATED JAN., 2023, 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. 7 8 9 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 4/17/23 TEC STAFF TEC CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK SHEET OF REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: SYNTHETIC TURF FIELD INSTALLATION PLANS PREPARED BY: 22 P-5272-S C-8891-2 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 90% CD Submittal02/24/2023 REVIEWED: IRVINE RANCH WATER DISTRICT 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. REMOVE EXIST. CATCH BASIN (COMPLETE) AND DISPOSE REMOVE EXIST. MISC. ITEM AS NOTED - COORD. SALVAGE OR DISPOSAL WITH CITY DEMOLITION GENERAL NOTES: 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. 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. REMOVE EXIST. UTILITY LINE WITHIN DEMOLITION LIMITS REMOVE EXIST. STORM DRAIN LINE (COMPLETE) AND DISPOSE CAP EXIST. STORM DRAIN LINE WITH END CAP (FOR PVC LINES) - SEE SYN. FIELD SHEETS FOR NEW CONNECTIONS DEMOLITION PLAN D-1.01 4 0 10 20 40 SCALE: 1" = 20' S E 3'3' 3'3' EXIST. 8" SD PROTECT IN PLACE EXIST. 18" SD PROTECT IN PLACE EXIST. 12" SD PROTECT IN PLACE EXIST. 8" SD PROTECT IN PLACE EXIST. 8" SD PROTECT IN PLACE EXIST. 6" SD PROTECT IN PLACE EXIST. 60" SD PROTECT IN PLACE EXIST. 18" SD PROTECT IN PLACE EXIST. 18" SD PROTECT IN PLACE TREE TO BE REMAIN TREE TO BE REMAIN LIMITS OF DEMOLITION LIMITS OF GRADING LIMITS OF DEMOLITION LIMITS OF DEMOLITION LIMITS OF DEMOLITION LIMITS OF DEMOLITION LIMITS OF DEMOLITION EXIST. SIDEWALK PROTECT IN PLACE EXIST. SIDEWALK PROTECT IN PLACE EXIST. SIDEWALK PROTECT IN PLACE FENCE AND MOW CURB FENCE AND MOW CURB FENCE AND MOW CURB FENCE AND MOW CURB CONCRETE CONCRETE CONCRETE EXIST. 18" SD PROTECT IN PLACE EXIST. 4" SD PROTECT IN PLACE EXIST. 4" SD PROTECT IN PLACE 5 5 5 5 5 5 5 5 5 5 5 5 5 55 5 5 5 5 5 5 5 5 TREETREE TREE TREE 11 1 1 NET AND POSTS NET AND POSTS4 4 6 6 6 6 6 4 BASES AND PITCHING MOUND BRICK DUST INFIELD4 EXIST. 12" SD 8 CATCH BASIN CATCH BASIN CATCH BASINCATCH BASIN 77 77 9 9 CATCH BASIN79 3 3 3 3 ------- ----------- - - V ---- ,/ I I I I I \ I I ~ I I I \ I I \ I I ' . ~", Os " ~ " ~-...J-\ ------ , -- CALL TOLL FREE Dial 811 BEFORE YOU DIG \ \ \---+--__:::---+--□ {, /U l°y /,.~ .. ! CJ/ fiJ;7· ,·, k''f "' ,., --------- BASIS OF BEARINGS: ------- ------ --- □ -- I I I I I I I I I □ - THE BEARINGS SHOWN HEREON ARE BASED ON THE CENlERLINE OF CAMELBACK SlREET BEING N ocr oo' 58" E AS SHOWN ON PARCEL MAP NO. 2001-140 FILED IN BOOK 326 PAGES 48 to 50 OF PARCEL MAPS IN THE OFACE OF lHE COUNTY RECORDER OF ORANGE CCXJNTY, CALIFORNIA. BENCHMARK: ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-23-70R86 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "35-23-70R86", SET IN THE NORTHYEST CORNER OF A -4.5 FT. 4 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN TI-IE SOUTI-l'NEST CORNER OF THE INlERSECTION OF BISON AVENUE AND MACARTHUR BOULEVARD, 175 FT. Vt£STERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 52 FT. SOUTHERLY OF THE CENTERLINE OF BISON A\IENUE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 119.-499' NA'vt>SB, 2004 LE\IELED I\ I i I I I l I I I I I I I - □ ~ ~ -- -- - - 01-------1__.L-n / I / / □1-------- 00 ·~ -,,.r- 00 'it // -------// It-----I ---- ,-oFESS/ E- C-81 p. 09- D " ----- - ----------------------------::--- ,------------□ [I]------------ □-------- C ■■■■■■■■■■ a a- I I g D I I I I I \ 0 G I \ I I \ \ I \1 \ \ I ------ 0 "' \ - \ ~ \ " \ \ \ \ t I \- J \ I \ I I I I I I I I I \ I I I I I \ I I ' '.'J I 7 " st " I I I l L- I ;D / \ \ -' □ □ □ □ □ □ □ □ □ 4/17 /23 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 4/17/23 TEC STAFF TEC CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK SHEET OF REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: SYNTHETIC TURF FIELD INSTALLATION PLANS PREPARED BY: 22 P-5272-S C-8891-2 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 90% CD Submittal02/24/2023 REVIEWED: IRVINE RANCH WATER DISTRICT 0 10 20 40 SCALE: 1" = 20' S E * 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. PRECISE GRADING PLAN C-1.01 5 CONSTRUCTION NOTES NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE IN ACCORDANCE WITH THE EARTHWORK SPECIFICATION AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 85.05 FS JOIN (88.61) FS 87.35 FS87.3 FS 3 ' 2. 5 ' (74.9±) INV 18" (83.8) TG (79.4) INV 18" (80.5±) INV 12" SYN. FIELD S.D. P.O.C. *(79.8±) INV 12" REMOVE GRATE (82.5±) INV 8" (80.8±) INV 12" JOIN S.D. (82.8±) INV 8" (85.0±) TG (83.3±) INV JOIN (84.62) FS EXIST. 8" SD PROTECT IN PLACE EXIST. 18" SD PROTECT IN PLACE EXIST. 12" SD PROTECT IN PLACE EXIST. 8" SD PROTECT IN PLACE EXIST. 8" SD PROTECT IN PLACE EXIST. 6" SD PROTECT IN PLACE EXIST. 60" SD PROTECT IN PLACE EXIST. 18" SD PROTECT IN PLACE EXIST. 18" SD PROTECT IN PLACE TREE TO BE REMAIN (91.2) FG TREE TO BE REMAIN (91.3) FG TREES TO BE REMAIN TREES TO BE REMAIN LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING 1. 1 % 1. 1 % 0. 5 % 1% 10 : 1 6: 1 4: 1 1 . 5 % 2% PROP. 8" SD C.O. 83.15 INV 85.5 TG 83.25 INV 85.7 TG 83.5 INV 86.2 TG 83.75 INV 86.8 TG 84.0 INV 8" EXIST. SIDEWALK PROTECT IN PLACE EXIST. SIDEWALK PROTECT IN PLACE EXIST. SIDEWALK PROTECT IN PLACE JOIN (85.54) FS JOIN (84.25) FS JOIN (84.09) FS JOIN (84.65) FS JOIN (84.65) FS JOIN (85.68) FS 2% 87.25 FS 2.5 % JOIN (85.10) FS JOIN (85.14) FS JOIN (85.00) FS JOIN (84.94) FS 2 FENCE AND MOW CURB FENCE AND MOW CURB FENCE AND MOW CURB FENCE AND MOW CURB CONCRETE CONCRETE CONCRETE EXIST. 18" SD PROTECT IN PLACE EXIST. 4" SD PROTECT IN PLACE EXIST. 4" SD PROTECT IN PLACE CONSTRUCT TRENCH DRAIN PER DETAIL 2, SHEET C-0.02 CONSTRUCT 6" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 3, SHEET C-0.02 GENERAL CONSTRUCTION NOTES 1 PROTECT IN PLACE 4 3 6 7 5 2 9 8 CONNECT TRENCH DRAIN TO STORM DRAIN CONSTRUCT CATCH BASIN & GRATE PER DETAIL 1, SHEET C-0.02 CONNECT TO EXISTING STORM DRAIN CONSTRUCT STORM DRAIN CLEAN OUT PER DETAIL 4, SHEET C-0.02 CONNECT TO FIELD STORM DRAIN - SEE SYN. FIELD PLANS CONSTRUCT 8" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 3, SHEET C-0.02 5 5 5 5 5 5 5 5 55 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 87.1 INV G.B. 86.5 INV 87.2 FG G.B. 85.9 INV 87.1 FG 85.2 INV *(84.0±) TOP 18" SD 84.5 INV 6 87.25 FS PROP. 6" SD HP 86.4 FG HP 87.0 FG HP 85.9 FG HP 85.7 FG EXIST. MANHOLE *(84.7±) TMH 5 PROP. 8" SD PROP. 8" SD EXIST. 12" SD PROTECT IN PLACE5 SYN. FIELD S.D. P.O.C. *(81.2±) INV 12" 1 1 1 1 8 22 3 4 4 4 7 9 7 9 JOIN (84.34) FS JOIN (84.61) FS JOIN (85.01) FS JOIN (84.88) FS 7 - - ~ I " "' 9 "' I Ii I I I . 1 I ~ //:·v(' -~ ., ' . , ~' ~ " II\ '-' ---::. " II\ "' i <d 'jl ' OIi 001 " II\ ;,, " II\ '-' ' ' )( II\ "' ' <:G-~ --0 ~ " II\ ;,, )( II\ \ 1.-----'"-" - / ~-----------~ '/ I ' " ~ "' "' \ . '. . ' / I I i I i I CALL TOLL FREE Dial 811 BEFORE YOU DIG 1---_,, I I>'-I I I I I 125 115 120 _. ~)( J BASIS OF BEARINGS: ~ "' ......... '...J.';{ ~ THE BEARINGS SHOWN HEREON ARE BASED ON THE CENlERLINE OF CAMELBACK SlREET BEING N ocr oo' 58" E AS SHOWN ON PARCEL MAP NO. 2001-140 FILED IN BOOK 326 PAGES 48 to 50 OF PARCEL MAPS IN THE OFACE OF lHE COUNTY RECORDER OF ORANGE CCXJNTY, CALIFORNIA. BENCHMARK: ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-23-70R86 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "35-23-70R86", SET IN THE NORTHYEST CORNER OF A -4.5 FT. 4 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN TI-IE SOUTI-l'NEST CORNER OF THE INlERSECTION OF BISON AVENUE AND MACARTHUR BOULEVARD, 175 FT. Vt£STERLY OF THE CEN1ERUNE OF MACARTHUR BOULEVARD AND 52 FT. SOUTHERLY Of THE CENTERLINE OF BISON A\IENUE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 119.-499' NA'vt>SB 2004 LE\IELED 120 115 /-. 110 105 - 100 95 - " "' "' - 89.0 \ _7_ "' '-' I 8.0 90 " "' ;.., " II\ "' ' J " t: )( II\ ... I '-. " 0 "' "' J ~ I " II\ "' ,-oFESS/ t. C--81 p. 09- ' '-.. )( ~ 001 - - "' -- ---- . " II\ "' )( -- 115 110 105 100 95 ' - - <Ji' ) ~ ::::::-::: -~ -• - L--- - 0 0 0 0 0 0 0 0 0 4/17 /23 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 4/17/23 TEC STAFF TEC CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK SHEET OF REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: SYNTHETIC TURF FIELD INSTALLATION PLANS PREPARED BY: 22 P-5272-S C-8891-2 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 90% CD Submittal02/24/2023 REVIEWED: IRVINE RANCH WATER DISTRICT 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 2019, 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 GRAVEL BAGS: 1.GENERAL: GRAVEL BAG SHALL INCLUDE PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT TO FABRICATE AND INSTALL GRAVELBAGS AS REQUIRED TO FACILITATE THE CONTROL OF EROSION. 2.LOCATION: GRAVEL BAGS SHALL BE PLACED PER PLAN, AND IN LOCATIONS SPECIFIED BY THE CITY, AND IN LOCATIONS DEEMED NECESSARY BY THE CONTRACTOR. 3.FABRICATION: GRAVEL BAGS 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: GRAVEL BAGS 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. GRAVEL BAGS 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 GRAVEL BAG 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 FORESEEABLY BE PREVENTED BY PROPER GRAVELBAG 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 * 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' MI 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. 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 GRAVEL 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. FILTER FABRIC OVER C.B. (SE-10) INSTALL GRAVEL BAGS AROUND AND FILTER FABRIC OVER CATCH BASIN (SE-10) 92 APPLY SOIL BINDERS TO DISTURBED INACTIVE AREAS (EC-5) - APPLIES TO ENTIRE SITE 0 10 20 40 SCALE: 1" = 20' S E EROSION CONTROL PLAN C-3.01 6 93 INSTALL STABILIZED CONSTRUCTION ENTRANCE (TC-1) - CONTRACTOR TO COORDINATE SITE ACCESS LOCATION WITH CITY PRIOR TO START OF WORK LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING 92 TYP. 92 TYP. 92 TYP. 92 TYP.92 TYP. 92 TYP. 92 TYP. 91 TYP. 91 TYP. 91 TYP. 91 TYP. 91 TYP. 91 TYP. 91 TYP. 90 TYP. 90 TYP. 90 TYP. 90 TYP. 90 TYP. 90 TYP. 90 TYP. STABILIZED CONSTRUCTION ENTRANCE (TC-1) - CONTRACTOR TO COORDINATE EXACT LOCATION OF SITE ACCESS LOCATION WITH CITY PRIOR TO START OF WORK93 --- ---- ----- / -- I I \ I I V ✓, I I I \ I I ---\r \ \ o" \ \ '";o "'o oc ~ CZ ;\\o 0 ~-...J-\ ------ , - CALL TOLL FREE Dial 811 BEFORE YOU DIG I! /.~ .. ! CJ/ ·,~J _J ---- ---- -- " -- BASIS OF BEARINGS: ------ -------- -- ;::i rn ;::i - I I I I I I I I I I I I I I I I I I ;::i - THE BEARINGS SHOWN HEREON ARE BASED ON THE CENlERLINE OF CAMELBACK SlREET BEING N ocr oo' 58" E AS SHOWN ON PARCEL MAP NO. 2001-140 FILED IN BOOK 326 PAGES 48 to 50 OF PARCEL MAPS IN THE OFACE OF lHE COUNTY RECORDER OF ORANGE CCXJNTY, CALIFORNIA. BENCHMARK: ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-23-70R86 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "35-23-70R86", SET IN THE NORTHYEST CORNER OF A -4.5 FT. 4 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN TI-IE SOUTI-l'NEST CORNER OF THE INlERSECTION OF BISON AVENUE AND MACARTHUR BOULEVARD, 175 FT. Vt£STERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 52 FT. SOUTHERLY OF THE CENTERLINE OF BISON A\IENUE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 119.-499' NA'vt>SB, 2004 LE\IELED I I I I 111 1'!1 I - ;::i --- - 0 ;::i -- ------ ----_ II /f --._ -I -- -- // I/ ----- ,-oFESS/ E- C-81 p. 09- -- ----- ------ ----I 7 \ lo c),.... 0 0 0 0 rn ,. ;,; ;::i t,. rn ,. lri Th D " --- -----------------------------------::---- ~ 0 ' C. 0 N I ~ " ~ ' \ rn Oc, ,.. m,, 0 "'0 ~ \!ccc ;::i ,,z e,0 0 ;::i 9J * ~----~1~~~1/C-----' rn /I o u IJ !I; Jj; J --I -I 1~ I I I CT1 I I I I 0 I 0 z 0 I \ \ I ~ I..\ ) / - \ I I I I I I I -- \ \ I \ I I l -I ' 0 ::J 7 I I or I I - 0 0 z 0 \ I \ I I I I ~* "\ \ --' --I -- \ ' \ \ q\ SC • 4/17 /23 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 4/17/23 TEC STAFF TEC CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK SHEET OF REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: SYNTHETIC TURF FIELD INSTALLATION PLANS PREPARED BY: 22 P-5272-S C-8891-2 DESCRIPTION OF REVISIONSDATENO.APPROVED 1 90% CD Submittal02/24/2023 REVIEWED: IRVINE RANCH WATER DISTRICT NOTES TO CONTRACTOR: 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. 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. BOUNDARY CONTROL MAP SCALE: 1" = 300'S E CONTROL FIELDS RECORD REFERENCES: R1: PARCEL MAP NO. 2001-140 P.M.B. 326/48-50 FD. 2" DISC, DN 1.3' PER R1 HORIZONTAL CONTROL PLAN C-4.01 7 0 10 20 40 SCALE: 1" = 20' S E BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CAMELBACK STREET BEING N 00° 00' 58" E AS SHOWN ON PARCEL MAP NO. 2001-140 FILED IN BOOK 326 PAGES 48 TO 50 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. BENCHMARK ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-23-70R86 DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3S-23- 70R86", SET IN THE NORTHWEST CORNER OF A 4.5 FT. 4 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF BISON AVENUE AND MACARTHUR BOULEVARD, 175 FT. WESTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 52 FT. SOUTHERLY OF THE CENTERLINE OF BISON AVENUE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 119.499' [NAVD88, 2004 LEVELED] BA S I S O F B E A R I N G S N 0 0 ° 0 0 ' 5 8 " E 5 2 5 . 0 4 ' (M E A S . & R 1 ) CA M E L B A C K ST R E E T FD. 2" DISC, DN 1.2' PER R1 BISON AVE. R 6 0 . 0 0 ' R8.0 0 ' 60.00' 60 . 0 0 ' 30 . 0 0 ' 10 . 0 0 ' 19 5 . 0 0 ' 10 . 0 0 ' 10.00'330.00'10.00' --- ---- - -- I I I I -·-------+~ - I I \ \ \ \ \ ,' C, +\ I +~ I I \ I I \ C, \ " ( ~~ +~ -- \ \ \ \ \ \ -- ------- - -<ic ------u=i. -----.... -0 -------------------e CJ 0 D -:::::.--'£! o, -Og N& ~B C. G "' Ii) ~ ~ ~ C, ~ C, Q Q Og "' C, ,,,;, , 'I""' \\ L 105 - ------- ---- ® ---------o _ ---g. ----------------------------::----~ --{j) -----------' G "'e s 0 -Q ~ _.... N, ~ C, C, v"G ~ 0 -C, ,G "' ~ C, ~ \ / I "' ~ ~ -- , I \ I I I \ --------~-_J----- - CALL TOLL FREE Dial 811 BEFORE YOU DIG r --1 * -Oc, ID ,0 "'o -2cc * -------------::::::---------;,cZ 0"0 0 ----------------- - --- BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENlERLINE OF CAMELBACK SlREET BEING N ocr oo' 5a• E AS SHOWN ON PARCEL MAP NO. 2001-140 FILED IN BOOK 326 PAGES 48 to 50 OF PARCEL MAPS IN THE OFACE OF lHE COUNTY RECORDER OF ORANGE CCXJNTY, CALIFORNIA. BENCHMARK: ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-23-70R86 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3S-23-70R86", SET IN THE NORTHYEST CORNER OF A -4.5 FT. -4 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN TI-IE SOUTI-l'NEST CORNER OF TI-IE INlERSECTION OF BISON AVENUE AND MACARTHUR BOULEVARD, 175 FT. Vt£STERLY OF THE CEN1ERUNE OF MACARTHUR BOULEVARD AND 52 FT. SOUTHERLY OF THE CENTERLINE OF BISON A\IENUE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 119.-499° NA'vt>SB, 2004 LE\IELED - -I POINT TABLE POINT # NORTHING EASTING 101 21784B9.38 6072087.09 102 2178458.46 6072090.12 103 2178490.56 6071897.78 104 2178165.06 6071843.46 105 2178132.97 6072035.80 99B 2179438.58 6070221.16 999 2179963.61 6070221.30 _9 ----_1 -----I -----.... ---:::--' 0 ' -I --::---------------- '--- 73 ~ -V ---- r / ~/ 11/ e 7 // 0 )<.101 'n I ! --+ ~ ru~ .... -.... ,-oFESS/ E- C-81 p. 09- I I I I I C lo ~ Lx c=:J P ~ ~ "'---------- _J I I I I I I '1 I ' I I I I I I I - 0 " "" ' 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 D ' Q I I -I I I I I I I -1~ I CT1 I ~ \ 0 0 " -- 0 0 \ \ \ \_ ' I,- J \ I \ I \ I \ I \ I \ I \ I \ I I I I l I I -' ::J I 7 I I I 0 0 z_ 0 I I or I I I L--\ \ -\ --D g I I a, I ,_ [ ' 0 Oc \ ~ I 1 1 D I I \ ' DX I § \ l r t :~ p* cl \__ - ·, \ \ \ \ \ 1\ I \ 0 ~* < ' \ \ ----' -\ ) -I I / -I \ ' \ \ q\ SC - 999 998 4/17 /23 - I II ~ l ~~- ~--. { \ ' -,1 5/ I II -, i • P-5272-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK C-8891-2 SHEET OF DESCRIPTION OF REVISIONSDATENO.APPROVED (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TP CS 2023-04-28 1 90% CD Submittal02/24/2023 SYNTHETIC TURF FIELD INSTALLATIONBENCHMARK: BASIS OF BEARINGS:PLANS 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 LICENS E D L A NDSCAPE A R C H I T E CT 08/31/2023 4/27/2023 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 22 REVIEWED: IRVINE RANCH WATER DISTRICT CONSTRUCTION PLAN 0' 10' 20' 40' 8 L-1.01 ___ ·,- ----', 5 )" u ). . ' 0 '-"," .. ; 1!\ ' ' __ __,,,,__--,-'c,-\c-· -----::1· ./;;_f-> \;/:-:-. :~- 'o r;c, i'I 1;;- ::~, -, ,s:; ( \.. _),_),_}- y _, u ,r-·' ~ --c--s·-~+--=\_ - 't<~· ,,) -, • • I • • I • • \ ( ----<<: .. _-J --' .. .:_;.J ' " ----~.;.._/_ ----t ---- 1 ?-J \Ii 11·1 1!\ 111 \"\1 Ii\ id \1i • I i'I ,1,1 -~;hi~C•j,_Oj ~~--- ' ,-,-_ ---1-~,_ ---i--i-1-____ '-r-J. __ -,-1_j _ --------~=-~~~j}~_ =====-----~------=-=--:_=---=--==-_:_1_Q-=-=--=-=-~ -_-, _ ------1 ~-- I ---;/;-----/----;--/-__ _ --_;_/ ;___ ---------------------------=--- CALL TOLL FREE Dial 811 BEFORE YOU DIG ----~-- ---------- --------------------------- THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CAMELBACK STREET BE I NG N 00° 00' 58" E AS SHOWN ON PARCEL MAP NO. 2001-140 FILED IN BOOK 326 PAGES 48 to 50 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-23-70R86 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3S-23-70R86", SET IN THE NORTHWEST CORNER OF A 4.5 FT. 4 n. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF BISON AVENUE AND MACARTH~ BOULEVARD, 175 FT. WESTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 52 FT. SOUTHERLY OF THE CENTERLINE OF BISON AVENUE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 119.499' [NAVDBB, 2004 LEVELED] ,- ---, n ·;< ·-----. ·---, ___ I --·:::--,--~ ,- --__ :~-----,1 ·---._( -=:-------~---- <--, ___ , -----~ ---~-•• _< _____ \ \ ~c;:.--.. ----~,----,, ·--/\ ;.~--·- '\ ",;----- "o'\ x'-• . ,-1_,;__ R MDESIGN GROUP i-)· I •---~------• ----1 -. __ 2 • 5 A • • - \ • • ,'._l) "/. • ,:: 1':<'· .. -.,,,. .\,;. ,l . ,.., .. ,,, ' 1, I '! \_II ·oc- D I' '\ \· '' , __ 1 i\ I\ '1J·, -, \J't•, ' ' ',, '<' _.l,'> -- I\ ' " y ,.-,,. i __ -, ,----' -----=:_-, __ --" l -1----- l l l ' l l J--- 1 L----- ---~~~- c r -1-~---- -cfC ' - / ,o >J V I I ) I ! I '-v· Y \_::Y _,,-·_:j;-+~-;.c::..~_ __ .i -----=-- C ' l \ c n CONSTRUCTION LEGEND, CONSTRUCT, 0 SAi"ICUT CON~L JOINT 0COLDJOINT --0 EXPANSION JOINT 01i;" CONCRETE GRADE BEAM 0 le" CONCRETE GRADE BEAM l,,IITH ADJACENT TRENCH DRAIN 0 SYNTHETIC Tl.!'1.F FIELD SYSTEM l'IITH 'COOLPLAY' TOPPER BY Fla.i:>'TURF EXISTING CONDITIONS, DESGRIPTION, 0 EXISTING CONCRETE PAVINS -TO REMAIN /'::\, EXISTING CONCRETE MOY'I CURB \::.J -TO REMAIN 0 EXISTING CHAIN LINK FENCINS -TO REMAIN 0 EXISTING BACKSTOP -TO REMAIN 0 EXISTING CONCRETE SUTTER -TO REMAIN 0 EXISTING CONCRETE SUTTER -SAi,,ic:;UT AT 45 DES. ANSLE, 5' FROM CORNERS 0 EXISTINS TREE -TO BE REMOVED 0 EXISTING TREE -TO REMAIN 0 EXISTINS NATURAL TURF -TO REMAIN e EXISTING STORM DRAIN v-lORK BY OTHER DISCIPLINES, DESGRIPTION, 0CATCH BASIN 0TRENCH DRAIN ~ MUSCO ATHLETIC FIELD LISHT "\;/ LED FIXTl.!'1.E UPGRADES ./:'\_ MUSCO ATHLETIC FIELD LISHT '\1/' LED SECURITY Ll<5HT UPSRADES DETAIL REFERENCE, DETAIL•-~-SHEET, L-2.0I DETAIL, -~-SHEET, L-2.01 DETAIL•-~-SHEET, L-2.0I DETAIL, -~2-SHEET, L-2.01 PER CIVIL DETAIL 2, SHEET C-0.02 DETAIL, __ _ SHEETFD 2.01 PROTECT-IN-PLACE PER CIVIL PLANS PROTECT-IN-PLACE PER CIVIL PLANS PROTECT-IN-PLACE PER CIVIL PLANS PROTECT-IN-PLACE PER CIVIL PLANS PROTECT-IN-PLACE PER CIVIL PLANS MODIFY PER DEMOLITION PLAN, SHEET D-1.01 REMOVE PER CIVIL PLANS PROTECT-IN-PLACE PER CIVIL PLANS PROTECT-IN-PLACE PER CIVIL PLANS PROTECT-IN-PLACE PER CIVIL PLANS COtv!MENTS, PER CIVIL PLANS -SEE DETAIL I, SHEET C-0.02 PER CIVIL PLANS -SEE DETAIL 2, SHEET C-0.02 PER ELECTRICAL PLANS PER ELECTRICAL PLANS HARDSCAFE COLOR/ FINISH SCHEDULE, DESGRIPTION [:]MATERIAL, COLOR, FINISH, □r:lMATERIAL, ~COLOR, □G MATERIAL, C COLOR, ' LINETYFE LEGEND, DESGRIPTION -■■-LIMIT OF ~RK 12" CONCRETE GRADE BEAM NATURAL SRAY MEDIUM BROOM FINISH SYNTHETIC TURF FIELD BY Fla.i:>'IURF GREEN (SOCCER FIELD) SYNTHETIC TURF FIELD BY Fla.i:>'IURF TERRACOTTA (SOFTBALL INFIELD) P-5272-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK C-8891-2 SHEET OF DESCRIPTION OF REVISIONSDATENO.APPROVED (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TP CS 2023-04-28 1 90% CD Submittal02/24/2023 SYNTHETIC TURF FIELD INSTALLATIONBENCHMARK: BASIS OF BEARINGS:PLANS 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 LICENS E D L A NDSCAPE A R C H I T E CT 08/31/2023 4/27/2023 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 22 REVIEWED: IRVINE RANCH WATER DISTRICT CONSTRUCTION DETAILS 9 L-2.01 PLAN -IRRIGATION QUICK COUPLER SOX LOCATION SCALE, 1-1/2" = l'-O" 1211 PER IRRIG. DETAIL 1.211 TOP OF INFILL TOP OF INFILL FLU5H 18 11 (D ADJAC,ENT FINISH GRADE, SEE LANDSCAPE CON5TRUC,TION PLAN L-1.01 AND CIVIL PLANS. COMPACTED, MOl511JRE CONDITIONED 5\JB-GRADE PER GEOTECHNIC,AL REPORT. 5.5. GUIC,K COUPLER BOX 5HOY'IN FOR RE!"ERENCE ONLY. SEE IRRIGATION PLAN, SHEET L-S.01 AND IRRIGATION DETAIL E, SHEET L-4.01. ALIGN 5.5. BOX PARALLEL TO CONC,RETE GRADE BEAM PER THl5 DETAIL. REMOVABLE BOX COVER SHALL RECEIVE½" THICK TREX POLY Y'IOOD FOR ATTACHMENT OF SYNTHETIC, 71JRF AND INFILL. TURF AND INFILL SHALL REMAIN FLUSH V'IITH ADJAC,ENT 71JRF AND INFILL. SYNTHETIC, TURF. SEE DETAIL 2, SHEET FD-2.01. CONTINUOUS SYNTHETIC, TURF NAILER BOARD AND ANCHORS. SEE SYNTHETIC, TURF DETAILS, SHEET FD-2.01. 18" C,ONCRETE GRADE BEAM. SEE DETAIL 2, THl5 SHEET. NOTES, CONTRACTOR SHALL PROVIDE DETECTION DISC FOR LOCATING GUIC,K COUPLER BOX LOCATION IN FIELD. SECTION -IRRIGATION QUICK COUPLER SOX LOCATION SCALE, 1-1/2" = l'-O" @ SEE IRRIGATION PLAN FOR LOCATIONS. IRRIGATION QUICK COUPLER BOX LOCATION CALL TOLL FREE Dial 811 BEFORE YOU DIG THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CAMELBACK STREET BE I NG N 00° 00' 58" E AS SHOWN ON PARCEL MAP NO. 2001-140 FILED IN BOOK 326 PAGES 48 to 50 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-2.3-70R86 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3S-23-70R86", SET IN THE NORTHWEST CORNER OF A 4.5 FT. 4 n. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF BISON AVENUE AND MACARTH~ BOULEVARD, 175 FT. WESTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 52 FT. SOUTHERLY OF THE CENTERLINE OF BISON AVENUE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 119.499' [NAVDBB, 2004 LEVELED] R (D ~ z~&J 0<(\) Ill Oz ZlllO ~I)'\) -1U1-D_jz I)'<( IU 0z\l 11-._ ~ 1110D \lo_<( II'!,) IL 111·0 IU Llfi IUO • Ill I)' U- IL() I- TOP OF INFILL FLUSH Ii _J • \lz . I: I(\ <( &l <( lit i=' z • - :i I: SECTION -l.e" X ,e" CONCRETE GRADE 6EAM SC.ALE: :511 = 1'-011 l,EGENC?, 18" V'IIDE X 8" MIN. DEEP C,ONTINUOU5 POURED IN PLACE CONC,RETE GRADE BEAM HITH 1/2" TOOLED RADIUS AT ALL C,ORNER5 AND EDGES H/MEDIUM BROOM FINISH ON EXPOSED 5URFACE5. (2) #4 C,ONTI NUOUS REBAR. COMPAC,TED, MOISTURE CONDITIONED 5UBGRADE PER GEOTEC,HNIC,AL REPORT. ADJACENT FINISHED GRADE. 5EE CIVIL PLANS. TOP OF SYNTHETIC, TURF INFILL. SYNTHETIC, TURF NAILER BOARD AND ANCHORS. 5EE DETAIL 2, SHEET FD-2.01 AND 5PEC5. NQTeS, PROVIDE 5C,oRE JOINTS co 4' O.C,. MAX AND AT ALL C,ORNER5 PER CONSTRUCTION PLAN AND GEOTECH REPORT. PROVIDE CONTROL JOINTS AT ALL '10° CORNERS. ALL C,ONC,RETE TO BE TYPE IIN, MINIMUM C,OMPRE551VE STRENGTH. PER 5PEC5. MAXIMUM V'IATER CEMENT RATIO (V'I/C,) BE 0.5. 5EE GEOTECH REPORT. C,ONCRETE AND REINFORCING INFORMATION INDIC,ATED HEREIN, ARE MINIMUMS BASED ON INFORMATION CONTAINED IN THE PROJECT GEOTEC,HNIC,AL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. 2 18 11 CONCRETE GRADE BEAM MDESIGN GROUP I (1 ;.), 1/2" A. TOOLED CONTROL JOINT B. EXPANSION JOINT LEGEND, (D 1/4" RADIUS EDGE. @ PAVING FINISH SURFACE PER C,ON5TRIJC,TION PLAN, 5HEET5 L-1.01 THRU L-1.0S. @ 1/4" ~AM EXPANSION MATERIAL BY, KR. ~ OR APPROVED EGUAL. INSTALL PER MANUFACTURER'S 5PEC,IFIC,ATION5. ('IO'I) 4b'l-2h0b. @ "GUN-GRADE" TY'IO-PART POL '!'URETHANE SEALER BY, ~ ~TION (800) 52S-bb88, OR APPROVl=D EQUAL. FOR BID PURPOSES, C,OLOR SHALL BE, A. "LIMESTONE" (OS'I) IN FIELDS OF NATURAL GREY C,ONC,RETE. FINAL SEALANT COLOR SELEC,TION SHALL BE Pl=R C,ITY UPON REVIEV'I AND APPROVAL OF CONTRACTOR PROVIDED PAVING 5AMPLE5 IN THE FIELD. 5EE 5PEC,IFIC,ATION5. @ l=Xl5TING C,ONC,RETE PAVING. @ SAV'!C,UT JOINT. 51NGLI= BLADE V'IITH I/lb" BEVEL AND C,ONTINUOU5 C,RAC,K C,HA51=R. * S/4" IF PAVING LE55 THAN 4" THICK. I" IF PAVING 4" THIC,K OR GREATER. CONCRETE JOINTS C. C,OLD JOINT D. 5AV'ICUT C,ONTROL JOINT NQJ5, ® LOC,ATE JOINTS PER 5PEC,IFICATION5 UNLESS OTHERV'IISE INDICATED ON PLANS. @ SEALANT C,OLOR TO MATC,H ADJACENT PAVING. @ ALL EXPANSION JOINT SEALANT TO Bl= SEEDED V'IITH 51LIC,A 5AND. @ PROVIDE 5AV'IC,UT JOINTS AT POSTS AND CENTERED BETHEEN POSTS, TYP. ALONG ALL FIELD FENC,ING. SEE PLANS. @ ALL CONCRETE TO BE TYPE IIN, MINIMUM C,OMPRE551VE STRENGTH PER 5PEC,5. MAXIMUM V'IATER CEMENT RATIO (WC,) TO BE 0.5. 5EE GEOTECH REPORT. DRAINAGE AND MATERIAL LEGEND SYNTHETIC TURF HEADER CONNECTION SYNTHETIC TURFSYNTHETIC TURF 1 FD 2.01 2 FD 2.01 PERFORATED HDPE STORM DRAIN 1.5"X12" FLAT DRAIN 3 FD 2.01 4-6 FD 2.01 HDPE END CAP NYOPLAST BASIN 4 FD 2.01 NYOPLAST END LINE DRAIN 5 FD 2.01 8 FD 2.01 7 FD 2.01 7 FD 2.01 9 FD 2.01 9 FD 2.01 8 FD 2.01 1 FD 2.02 CATCHERS BOX 4 FD 2.02 PITCHERS MOUND NYOPLAST END LINE 6" INV OUT E 85.3 NYOPLAST BASIN 6" INV IN W 83.19 12" INV OUT N 82.69 NYOPLAST BASIN 12" INV IN S 81.12 12" INV IN N 81.38 8" INV IN W 82.44 (E) 12" INV OUT E 79.80 NYOPLAST END LINE 6" INV OUT E 86.61 NYOPLAST BASIN 6" INV IN W 83.68 8" INV OUT E 83.52 (E) 8" INV IN N 82.50 (E) 8" INV OUT E 82.50 8" INV OUT S 83.52 NYOPLAST BASIN 8" INV IN N 82.15 12" INV IN W 81.20 12" INV OUT S 81.20 1 SET- CHAMPRO SPYDER BASES (3 IN EACH SET) 1- CHAMPRO SPYDER BASE-ORANGE 6B FD 2.01 7 FD 2.01 P-5272-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK C-8891-2 SHEET OF DESCRIPTION OF REVISIONSDATENO.APPROVED (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TP CS 2023-04-28 1 90% CD Submittal02/24/2023 SYNTHETIC TURF FIELD INSTALLATION PLANS 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 LICENS E D L A NDSCAPE A R C H I T E CT 08/31/2023 4/28/2023 S T A T E OF CA L I F O R N IA 22 REVIEWED: IRVINE RANCH WATER DISTRICT 0'10' 20' SCALE: 1"=20' 40' FIELD DRAINAGE PLAN DRAINAGE NOTES DRN 1.01 10 __ .,;_--- --__ ./-',---- ---:c ---7--<-- --·::__ _ _i,,c: ~-"-=----=---~___:: ~-· -,; ( ~------' -· I 1_ -~::-· '== I ----::C--~ -:o:--_______ / i :;_)._J __,-_,,-7<-:::_-::. ---------:.~--~------'-'- }------ ,s-- ·,,,-~-CY~,C.~-~--= __ :_ ~ ---=-=-- --+ --_ 1 __ ----'---1 -~ 1-· '-\'' • 'J----- ---~------""---:_·', / --L1\I ---_ -----.,_-_-•-•-··.-."_-_•.·,_._,'-"'·'_-· .. _-c, .. ·.-'"·€("'-"="~=•'c•c'-"ic;,:-is':."~••s:~--.;-,_.<.---o- ---C,~-____ /-~=-==------·<. ·-. l.i1c -~ - -7 ---~T7:-- ••.... /.• ~ ~-s:';t---------1-----------1 -!sL~~--==---::-_-::: ~-::.-=c-3:,'[_c:-::::---:::-1 , ::,._ --,1, t._)>---·-- ----~-~---(i'_,1111:,{--' ---=:_ ~-:;-' -•{_"'_::-,,---,,~-;;-. --.-- - -, "<.)~,-.\' '• •• •• _ -----J-j__ J _ _!, -', ,,_.:':..,_./;_-•~-::'~~.-';,(-~~ =--~--::f_-S--'~::;i-2'-i~1gi!_1_/:~--/ '\-;\c, --, ) -! -' -'-. f":--• , -A-!._ ., =). t __ .\_.r;:,: ,' ), /, ----;-~·; .-·--/-,{\\, ,-··R·.·.·.:--.•.·.·.··.·••.·.••··.··•.·.•.·.·.•_~._·._·_•.·.·.··.·._-...• -.• ·. -:s -J ~·-=-~=:;~"°·-_-... cc.~~-------------------,-----{-i·--i -·', ----':i -, '( /' •-'•-•C/ j ) '.___,, -'------=:r:-_{>-~_ --~ -=/C-___c:_-;---s:;-,~_:-::_-_--=---==----::::---::::---=-:i-~--- ·1 ,_~,-,.!---:(·---)·-·' ,..----___ . _)--· , +-_. -·o I , J...,_ __ ----tJ-'::~- ,1-. . _ _ __.--~·I!'" J--_ ~--, I 1· ·c-;:-,' -----"1 .. )rs------<::L ::::.:·.>-----'--) _.~>::c,.-::10'~~-~,;7~-~~--~.,----,,-7e--1----~ ~ ~ I _.. _,, __ y ___ / 330' -/lS _Q--- ___ ,.,.. -_ -C_.,. -- -----~-~"::~~;::/, •• • ' EDGE DETAIL ---NEWCURB ------- ( ( ------ - - - ------------11~, --- ) ' ---' '· .. / /t ·-. .__,.. ·- ,_ -: \ ' -----"";--------:':_, __ __ ___,_ --= :ti ,-)--' _.~,2:_:·----:~ _ _.;. - ._ ----------------------------------11"=------------------------------------------------------------------i ----1--) ' ' ' {> . C· )---:-· (_~ --:1 '•·::::,_--c:_ ~"--::·,:-.,---, \ Y:., U' /---,•-'<v-, ,- --4---' J ' J ; ' ··--: -a .I I~-----------( ./ I I I I I . ---- / DGEDETAII. NEW CURB \ \ ~ ' ' ' ' ' ' ' ' ' ' ' is''"·/ i_:--:, /U_J/ l'S!/ ,· ' I ' ' ' ' r;-c;' ,_,, /r<1 ,~81 --.-o--, ' ' ' _J I T - fol l~:J I • LL "'...J / / / / / ✓ / / / / / / / / 0 / / ------,,.,..........- / / / / / / / / / / / / / / -·-- / / ii, --, -,-+_ -.-- <---v··· -J_: -=------- ~ \ ----=c:---~=r _ _ / _i ------=-_::_:-_:__;.,~ -- <_".,...------~_--Y-------~-------- CALL TOLL FREE Dial 811 BEFORE YOU DIG _-_;..,-=-- -_--:c--- i.:'"O---= -___d_ BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON lHE CENlERLINE OF CAMELBACK STREET BEING N oo· oo' sa· E AS SHOWN ON PARCEL MAP NO. 2001-140 FILED IN BOOK 326 PAGES 48 to 50 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. BENCHMARK: ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-23-70R86 DESCRIBED BY OCS 2002 -FOUND 3 3\4• OCS ALUMINUM BENQ-IMARK DISK STAMPED "3S-23-70R86•, SET IN THE NORTHWEST CORNER OF A 4.5 FT. 4 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN TI-IE SOUTHWEST CORNER OF TI-lE INlERSECTION OF BISON AVENUE AND MACARTHUR BOULEVARD, 175 FT. \\'ESTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 52 FT. SOUTHERLY OF THE CENTERLINE OF BISON AVENUE. MONUIAENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 119.499' [NAVDBB, 2004 LEVELED] / 7 - -/-- / ,,, v--- 111 ,11 I, \\, I I~ / / ---,/:','1--i--/~1------"~~- I, / / ' "' l'I ' 'I' 111 / ,,, I' II 'I ',I, I' -----"---=-" ---__J ,----- R ~--.....l_ ;.J "----- MDESIGN GROUP ;.J " " I r's. I _>,:,,------~. " MIDFIELD SUBDRAIN ' ' ' --f ' ' ' ' ' "! '..) ' I , ,' --"-.----:: -~::_::jt~-~ -. -,,-_,.--/ - ' ' ' -, '7 EDGE DETAIL EXISTING FEf-JCE ~-~ ,;; C D \,] ,-. ';!_ (;_ --,, --;;:, c, -- 1 __ -j- ·-J ,_, 0 1 ,-- \ ,. \ __ - I cl_ 11 I I ' I 1 ,I -, ' r ' I I I I \ ,-}------'i" \- -~ -.(·'·--)--'/-•--.-,-v· - oc---- _: ·-:~ ---f-',_ . _, .. _ -,--,-i'-( ·, ' C- ' J J __ -, - ' -----T I 1.~'-- 1f:.::-Y: \-1,_ '· I ' ' " I ~, I 3( _. .... , .I --,_ I I 0'7• -~\ t A, ---:c""1("(~ -------r "{-'I 1 _( !.._\ , ' I ' ' ' ' ·--- --1~-J-'',::':,'c;:, L--- ~ _ y--,-:: {_ ------------ 2, 3. 4. 5. 6. 1' 2. 3. 4. 5. 6. 7, 8. 9. 10. 11. 12. MATERIALS NOTES TliE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION, VERIFY CRITICAL DIMENSIONS. REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNERS REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. TliE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNERS REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED. STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNRS REPRESENTATIVE PRIOR TO CONSTRUCTION. VERIFY ALL SITE CONDITIONS, ELEVATIONS, AND DIMENSIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF WORK. NOTIFY OWNER AND ENGINEER OF ANY DISCREPANCIES OR IRREGULAR CONDITIONS, PRIOR TO THE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL LOCATE THE PROPOSED CENTERLINES FOR CONTROL FOR THE NEW LAYOUT AND MARKINGS. CENTERLINE BOTH LONGITUDINALI. Y AND SIDE TO SIDE SHALL BE APPROVED BY OWNER AND ENGINEER PRIOR TO COMMENCEMENT OF WORK AND PRIOR TO INSTALLATION OF TIJRF, REMOVE ALL VEGETATION, ORGANIC MATERIAL, BUILDING MATERIAL, DEMOLITION DEBRIS, AND ALL OTHER DELETERIOUS SUBSTANCES FROM THE AREA OF THE FILL PER THE GEOTECH REPORT. REMOVE ALL DEBRIS FROM THE SITE AND LEGALLY DISPOSE OFFSITE . PRIOR TO PLACEMENT OF SYNTliETIC TURF BASE ROCK, CONTRACTOR SHALL, TliOROUGHLY MOISTURE CONDITION AND COMPACT THE SUBGRADE TO 95% D1557 PER GEOTECH REPORT. CONTRACTOR SHALL PROOF ROLL SUBGRADE WITH 20 TO 30 TON LOADED TRUCK TO LOCATE SOFT, WEAK OR EXCESSIVELY WET AREAS. IF UNSTABLE MATERIAL IS OBSERVED DURING THE EVAULATION AND PROOF-ROLLING OPERATIONS, CONTRACTOR SHALL STABILIZE BY SCARIFYING, DRYING AND RE-DENSIYING MATERIAL . TliE EXISTING GRADES AND STRUCTURE INFORMATION ARE BASED ON INFORMATION PROVIDED BY SURVEYOR THE CONTRACTOR SHALL VERIFY EXISTING GRADES AND STRUCTURE INFORMATION FOR ACCURACY PRIOR TO THE START OF GRADING, NOTIFY THE OWNERS REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. TliE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING THE WORK THE LOCATIONS OF UTILITIES, STRUCTIJRES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATE ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE, CONTRACTOR SHALL RECORD ALL l/TILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET OF EXISTING UTILITY DRAWINGS SHALL BE KEPT ON-SITE FOR REFERENCE FOR TliE DURATION OF CONTRACT. PROPOSED GRADES SHALL MEET EXISTING GRADES WITH A SMOOTH AND CONTINUOUS TRANSITION SO AS TO AVOID TRAPPING WATER CONTRACTOR SHALL NOTIFY OWNERS REPRESENTATIVE IF PUDDLING IS SUSPECTED AND REDIRECT WORK SO AS TO AVOID DELAY WHILE AWAITING RESPONSE, COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS, PRIOR TO BEGINNING WORK, ALL CROSSINGS BETWEEN NEW AND EXISTING DRAINAGE AND l/TILITY (INCLUDING ELECTRICAL, DATA, AND COMMUNICATION) LINE SHALL BE POTHOLED AND VERIFIED THAT NO CONFLICT WILL OCCUR IF A CONFLICT ARISES, CONTRACTOR SHALL IMMEDIATELY INFORM THE OWNERS REPRESENTATIVE AND REDIRECT WORK IN ORDER TO AVOID DELAY. CONTRACTOR SHALL TAKE CARE NOT TO DISCHARGE ANY POLLUTANTS (CHEMICALS, SEDIMITATION, CONCRETE, ET, INTO THE EXISTING SYSTEM). Ar-lY SUCH DISCHARGE SHALL BE IMMEDIATELY CLEANED AND ADDRESSED IN ACCORDANCE WITH THE APPROVED PROJECT SWPPP. INSPECTIONS SHALL BE IN ACCORDANCE WITH THE APPROVED PERMITS. WHERE THE NEW SYNTHETIC TURF ABUTS A CONCRETE CURB, THE TOP OF TliE INFILL SHALL MATCH THE PROPOSED FINISHED GRADE OF THE CURB [ e e e e e e EDGE DETAIL- NEW EDGEBAND NTS7 PILE HEIGHT 'P' 6" MIN. STONE BASE SECTION NTS1 TRENCH LINER: NWL WC-20, 20 MIL WOVEN COATED LINER, MANUFACTURER NORTHWEST LININGS OR EQUAL FLAT DRAIN DETAIL NTS3 1 - STONE BASE SECTION NWL WC-20, 20 MIL WOVEN COATED LINER, 3 - FLAT DRAIN NAILER DEPTH: PILE HEIGHT 'P DEPTH 'D' 2-1/4"1-1/2" EDGE CONNECTION NTS2 1 - STONE BASE SECTION SECURE ADVANEDGE OR MULTI FLOW FLAT DRAIN TO LINER DURING INSTALLATION. DO NOT PUNCTURE LINER STANDARD SUBDRAIN SECTION NTS6A 3 - FLAT DRAIN 1 - STONE BASE SECTION 2 - EDGE CONNECTION IN MAX 8" COMPACTED LIFTS EDGE DETAIL- EXISTING FENCE NTS8 1 - STONE BASE SECTION 2 - EDGE CONNECTION EDGE DETAIL- EXISTING GUTTER PAN NTS9 1 - STONE BASE SECTION 2 - EDGE CONNECTION 1 - STONE BASE SECTION 2 - EDGE CONNECTION P-5272-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK C-8891-2 SHEET OF DESCRIPTION OF REVISIONSDATENO.APPROVED (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TP CS 2023-04-28 1 90% CD Submittal02/24/2023 SYNTHETIC TURF FIELD INSTALLATION PLANS 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 LICENS E D L A NDSCAPE A R C H I T E CT 08/31/2023 4/28/2023 S T A T E OF CA L I F O R N IA 22 REVIEWED: IRVINE RANCH WATER DISTRICT ENDLINE DRAIN BASIN SIZING: 4"Ø - 12"Ø PIPE 12"Ø BASIN 12" THICK CONCRETE COLLAR (TYP) HDPE RISER PIPE PER MANUFACTURER'S RECOMMENDATION CONNECT RISER TO HEADER PIPE WITH APPROVED FITTING AT INVERT ELEVATION SHOWN ON PLANS. CRUSHED STONE BACKFILL SEE NOTE BELOW (TYP) IN MAX 8" COMPACTED LIFTS BOTTOM FLANGE OF CASTING MUST BE SUPPORTED BY CONCRETE COLLAR (TYP) PROVIDE FRAME AND GRATE SET TOP OF GRATE TO TOP OF FINISH STONE (TYP) NYOPLAST END LINE DRAIN NTS5 1 - PERIMETER SUBDRAIN NYLOPLAST BASIN NYOPLAST BASIN-PERIMETER SUBDRAIN NTS4 PROVIDE 5' OF SOLID HDPE PIPING AT EACH STRUCTURE - ALL OUTLETS (TYP) BACKFILL MATERIAL SEE NOTES(TYP) PROVIDE 12" DEEP MAINTENANCE SUMP PROVIDE FRAME AND GRATE SET TOP OF GRATE TO TOP OF FINISH STONE (TYP) BOTTOM FLANGE OF CASTING MUST BE SUPPORTED BY CONCRETE COLLAR (TYP) SUBGRADE LINER: REFER TO STONE BASE SECTION FOR TYPE 12" THICK CONCRETE COLLAR (TYP) #57 STONE TRENCH BACKFILL (TYP) IN MAX 8" COMPACTED LIFTS FIELDTURF SYSTEM 1 - PERIMETER SUBDRAIN MIDFIELD SUBDRAIN SECTION NTS6B 3 - FLAT DRAIN 1 - STONE BASE SECTION FD 2.01 11 FIELD DETAILS NOTES: The existing subgrade is expected to be generally near optimum moisture content but may have variable moisture content. In addition, soils were observed to be wetter to the south side of the site than the north side. Therefore, most of the materials to be handled during grading will require some blending and addition of water or drying to meet acceptable moisture ranges for sufficient compaction (i.e., minimum 2% above Optimum moisture content). CALL TOLL FREE Dial 811 BEFORE YOU DIG BASIS OF BEARINGS: 114"-112' MAX DEPTH -#89 CRUSHED ANGULAR FINISH STONE TO ACHIEVE FINAL PLANARITY AND LOCK UP TOP SURFACE. 114"-112'' MAX DEPTH-#89 CRUSHED ANGULAR FINISH STONE TO ACHIEVE FINAL PLANARITY AND LOCK UP TOP SURFACE . FIELDTURF SYSTEM ASTM ANGULAR AASHTO #57 ----- PIPE BEDDING MAX 8" COMPACTED LIFTS PERFORATED HDPE PIPE, REFER TO DRAINAGE PLAN LINER AS SPECIFIED THE BEARINGS SHOWN HEREON ARE BASED ON lHE CENlERLINE OF CAMELBACK STREET BEING N oo· oo' sa· E AS SHOWN ON PARCEL MAP NO. 2001-140 FILED IN BOOK 326 PAGES 48 to 50 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. BENCHMARK: ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-23-70R86 DESCRIBED BY OCS 2002 -FOUND 3 3\4• OCS ALUMINUM BENa-lMARK DISK STAMPED "3S-23-70R86•, SET IN THE NORTHWEST CORNER OF A 4.5 FT. 4 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN TI-IE SOUlHWEST CORNER OF TI-IE INlERSECTION OF BISON AVENUE AND MACARTHUR BOULEVARD, 175 FT. \\'ESTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 52 FT. SOUTHERLY OF THE CENTERLINE OF BISON AVENUE. MONUIAENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 119.499' [NA\IDBB, 2004 LEVELED] SLOPE PER PlA!,J • ;, ·•. MOISTURE CONDITIONED -_,,.., SUBGRADE PER GEOTECHNICAL REPORT COMPACT TO A MINIMUM - OF 92% MODIFIED PROCTOR DENSITY V FIELDTURF SYSTEM PERMEABLE AGGREGATE BASE, REFER TO SPECIFICATIONS SUBGRADE AND I ,,__ __________________ _ - 114"-112" MAX DEPTH -#89 CRUSHED ANGULAR FINISH STONE TO ACHIEVE FINAL PLANARITY AND LOCK UP TOP SURFACE. FIELDTURF SYSTEM -~- 1-I ------"' -----i INFILL FLUSH • • "-'-cl "----s-! '"--c\ ;-. :"; ---OD+12'' --- R SLOPE SUBGRADETO TRENCH LINE FINE GRADE AND PROOFROLL SUBGRADE MDESIGN GROUP COMPACTED SUBGRADE, REFER TO GEOTECH REPORT NOTES: REFER TO DETAIL #2-L2.01 CONCRETE GRADE BEAM 1. INSTALL SCORE JOINTS AT ALL CORNERS, BEGINNINGS AND ENDINGS OF RADII. 2. INSTALL SCORE JOINTS AT 8' O.C. MAX. 3. CONCRETE EDGEBAND TO HAVE MEDIUM BROOM FINISH ON ALL EXPOSED SURFACES. 2" X 4" TREX OR EQUAL COMPOSITE HEADER 3-3/4"TAPCON CONCRETE ANCHOR 18" O.C OR WEDGE ANCHORS 30" ON CENTER FIELDTURF SYSTEM NOTES: 1. WEDGE ANCHORS REQUIRED ON EXISTING CONCRETE NAILER DEPTH, SEE CHART BELOW EDGE CONDITION VARIES, REFER TO PLANS FIELDTURF SYSTEM 0------ 1/4"-112' MAX DEPTH -#89 CRUSHED ANGULAR FINISH STONE TO ACHIEVE FINAL PLANARITY AND LOCK UP TOP SURFACE. FIELDTURF SYSTEM ASTM ANGULAR AASHTO #57 ----- PIPE BEDDING PERFORATED HDPE PIPE, REFER TO DRAINAGE PLAN LINER AS SPECIFIED SLOPE PER ~ INFILL FLUSH f-e--------3.5' ---------i EXISTING FENCE POST AND EDGEBAND ·1··· .-~' ' I ' I • DISTANCE BETWEEN DRAINS REFER TO PLANS EDGE CONDITION VARIES, REFER TO PLANS EXISTING GUTTER PAN 1.5"X1Z' FLAT DRAINS TO BE LAID ON MEMBRANE SUBGRADE LINER: NFHS SOFTBALL PITCHING MOUND - PLAN VIEW 19MM PAD NTS4 SOFTBALL PITCHING MOUND - SECTION THROUGH 3/4" RUBBER MAT 1"=1'-0"5 3 4" HORSE MAT EMBEDDED IN CONCRETELEGEND 3500 PSI CONCRETE BASE OUTSIDE NAILER 2" X 6" PRESSURE TREATED/GROUND CONTACT 34" X 4' X 6' "HORSE MAT" OUTSIDE 2" X 6" PT NAILER (TYPICAL) COMPACTED PERMEABLE AGGREGATE BASE 5 1/4" THICK REINFORCED CONCRETE SLAB (WWF 6x6 W2.9xW2.9) 3' MAT & INSERT LIMITS 3' MAT & INSERT LIMITS 3'10' INSERT & MAT LIMIT SOFTBALL- SECTION THROUGH BATTERS BOXES - 3/4" "TRACTOR SUPPLY HORSE MAT" 1" = 1'2 SOFTBALL SECTION THROUGH CATCHER'S AREA - 3/4" "TRACTOR SUPPLY HORSE MAT" 1" = 1'3 SOFTBALL CATCHER'S AND BATTER'S BOX PLAN VIEW - 3/4" HORSE MAT 1" = 1'1 LEGEND OUTSIDE NAILER 5 4" X 6" PRESSURE TREATED/GROUND CONTACT (PLATE BORDER) 3500 PSI CONCRETE BASE OUTSIDE NAILER 2" X 6" PRESSURE TREATED/GROUND CONTACT (AREA BORDER) 3 4" X 4' X 6' "HORSE MAT" P-5272-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK C-8891-2 SHEET OF DESCRIPTION OF REVISIONSDATENO.APPROVED (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TP CS 2023-04-28 1 90% CD Submittal02/24/2023 SYNTHETIC TURF FIELD INSTALLATION PLANS 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 LICENS E D L A NDSCAPE A R C H I T E CT 08/31/2023 4/28/2023 S T A T E OF CA L I F O R N IA 22 REVIEWED: IRVINE RANCH WATER DISTRICT FD 2.02 12 FIELD DETAILS 5-1 4" +/-6" +/- 5-1 4" +/-6" 4' INSERT & CONCRETE LIMITS 10 ' I N S E R T & C O N C R E T E L I M I T S 4' MAT LIMITS 10 ' M A T L I M I T S 4' INSERT, MAT, & CONCRETE LIMITS 2'-6" 7'-6" 6"17"6" 5-1 4" +/-6" (TYP) 6" 3' MAT & INSERT LIMITS 8'-5" CONCRETE LIMITS 3' MAT LIMIITS 10 ' C O N C R E T E & IN S E R T L I M I T S 10 ' M A T L I M I T S 8'-5' CONCRETE & INSERT LIMITS 8' MAT LIMITS 7' C O N C R E T E , M A T & IN S E R T L I M I T S 17 ' 17" CALL TOLL FREE Dial 811 BEFORE YOU DIG BASIS OF BEARINGS: SHEERED AND GLUED HOME PLATE OUTSIDE 2' X 6" PT NAILER (TYPICAL) --- •·.: cl ■------■ ---- SHEERED AND GLUED PITCHERS MOUND THE BEARINGS SHOWN HEREON ARE BASED ON lHE CENlERLINE OF CAMELBACK STREET BEING N oo· oo' sa· E AS SHOWN ON PARCEL MAP NO. 2001-140 FILED IN BOOK 326 PAGES 48 to 50 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. BENCHMARK: ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-23-70R86 DESCRIBED BY OCS 2002 -FOUND 3 3\4• OCS ALUMINUM BENa-lMARK DISK STAMPED "3S-23-70R86•, SET IN THE NORTHWEST CORNER OF A 4.5 FT. 4 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN TI-IE SOUlHWEST CORNER OF TI-IE INlERSECTION OF BISON AVENUE AND MACARTHUR BOULEVARD, 175 FT. \\'ESTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD ANO 52 FT. SOUTHERLY OF THE CENTERLINE OF BISON AVENUE. MONUIAENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 119.499' [NA\IOBB, 2004 LEVELED] </ ~ /~ ~ ~ a ~ ~ /~ /4/ c / ' 11 11 11 11 ' 11 11 11 11 11 ---------- R 11 11 11 11 11 11 11 11 11 11 11 11 I MDESIGN GROUP ' SHEERED AND GLUED HOME PLATE OUTSIDE Z' X 6" PT NAILER (TYPICAL) / COMPACTED SUBGRADE - REFER TO GEOTECHNICAL REPORT FOR COMPACTION AND STABILIZATION REQUIREMENTS SHEERED AND GLUED HOME PLATE f X6' X4' HORSE MAT - SET MAT DIMPLE SIDE DOWN WHILE POURING PLATE AREA CONCRETE (CUT TO Fin -TYPICAL SAND LEVELING COURSE f X6'X4' HORSE MAT - SET MAT DIMPLE SIDE DOWN WHILE POURING PLATE AREA CONCRETE (CUT TO FIT) ll_lJ 1111_11,III_J Jjj jjj I Iii.Ii tiit l.w .. W.LLJ~rlll_ll lU Ill lll[llllll lljl II I: ,.·. ·•·. ; < ,..., INSIDE 5/4" X 6" PT _-1/ NAILER (TYPICAL) ------COMPACTEDSUBGRADE- REFER TO GEOTECHNICAL REPORT FOR COMPACTION AND STABILIZATION REQUIREMENTS ----,.__ INSIDE 514" X 6" PT NAILER (TYPICAL) OUTSIDE 2" X 6" PT NAILER (TYPICAL) 3500 PSI CONCRETE FIELDTURF SYSTEM OUTSIDE 2" X 6" PT NAILER (TYPICAL) FIELDTURF SYSTEM Ill , ., <i ·{-C "-.,,, --- """'·-. I~ '--...... , CALL TOLL FREE Dial 811 BEFORE YOU DIG DOMESTIC J/\ATER IRRl6ATION EQU I PJv!E'\IT LEGEND 5YME>OL MANIJFAGTl.JRE:R M0=1EL No. I DESCRIPTION DETAIL Feaco LFe:25YA :2" RIP B,.:...C.tc FLOY'I Pfi..=YENTION DEVIC-E J,,.IITt-+ V\IE STRAINER, IN5TAL.L.. l"IITt-BR.ASS NIFPLES, UNIONS AND FITTIN65, s 1z::D FER DEVICE SOOXL-HLR 2 " BRONZE, HleH LO¥'! RANISE (I0-125 PSI) PRE55l..RE REc.9iJLATOR, l"IITH SINGLE lJHION FIPT X FIPT CONNECTIONS, INSTALL PRESSURE RE5ULATOR ON THE DOlliNSTREAM SIDE OF THE BACK FLOW DEVIC.E. " ----- RAIN BIRC' RAIN BIRD ASAPPF<OVEO sn~.oNe-BOX SBBC.-3o5!::> "SMOOTH TOUCH" STAINLES-S STEEL LOC.Kl"t& BAG-K =LQll'l DEVICE ENC-LOSIJRE BAG-KFLOJ,,I SHAL_ BE INS.TAU.ED ON LEVEL GRADE, 4' FROM ANY PAVING, Al'O PAINTED GRE:::N. 44 r;>RC I' GUIC.K GOU~ IN STAINL.e&S &"""eE.L eox. INSTALL PER DETAIL$ AND ;l..lPPLY CITY WITH(~) $PAF.E KE'f$- 44 DRG I' GUIGK GOUPLER IN ND5 FRO 5ERIE5 PU.15, 5REEN 10" ROIJND BOX. INSTALL NAT\JR.AL. TURF ARfA PE;R ~All..5 PVG F'IF'E 2" ¼H,f;,O SOLVENT N:::LO WI TH SCH.80 FITTINGS AS MAINLINES 30" BELOW O~OE PIPE SC...1-1. 40 A5 SL.1::1::VIN&, 2 TIME:5 THE: D AME:11::R. OF PIPE OR. HIR.E: BUNDLE CARF<IE:D FL.A.CE e;;:1.oi,,i Ail PAY~~, HA~CAFe ETC, AND A$ DIF.EC-TED SY OHNE~'S A.Vn-!ORIZED ~Pf=?.E$E\lTATl'../E. REMOY!c EXISTING VALVE, 5PRINK!.ER HEAD5 AND DEMOLISH ALL IRRIGATION LATERAL PIPE GO~NEC.TED TO EXISTING VAL VE ~HERE EXISTING HEADS AND P IPE AR£ LOC.ATED IN THE NE~ 5YNTHETI C. TIJRI" AREA. C.OORDINATf ~ITH THE GITY TO T~RNOVER ,nl-----EXISTING HEADS AND VAL YES THAT ARE -SALVAGEAE>L.E. TYPIGAL THIS SY1"160L. _y_ E F G,I H,I ,--REMOVE AND REFLAC,E EXIST ING VAL VE, / REMOVE EXISTING HEAD5, AND DEMOLISH / ALL IRRIGATION LATERAL P IPE C.ON"NEGTED TO EXl5TIN6 Y,A.L VE. INSTALL NEH / IRRIGATION SYSTEM FOR NATURAL TURF AREA, GONN.EGT NEW VALVE TO EXISTING )AIIRES USING NE~ SPLICE C,QNNEGTORS GOORDINATE H ITH THE GITY TO TURNOVER EXISTING HE.ADS AND VALVES THAT ARE ~5ALVAi5EA6LE, TYF'IC..AL THIS 5YM60L. &~~~ --=- -"----~ -=·-:w,-~•~.<C;..:----,·-....~~l ~ ---;,-~--.,>. --,..-· ----- BASIS OF BEARINGS: THE BE/\RINCS SHOWN HEREON flRE BASCO ON lHE: CENTIRUNE OF CAMELB/\CK STREET BEING N oo· 00' ee" E AS SHOWN ON Pf\RCEL. MAP NO, 2001-140 FlLED IN BOOK 326 PAGES 48 to 50 OF PARCEL ~APS I~ THE OfFICE OF THE COUNTY RECORDER OF ORANGE COUNTY. CALIFORNIA. BENCHMARK ORANGE COL.IIITY SURVEYOR BENCHMARK DESIGNA"llON: 3S-23-70RB6 DESCRIBED BY OCS 2002 -F/lJND 3 3\4" OCS ALUIJ.INU!.A BEHCHI..IARK OISK STAMPED "'3S-23-70RB6", SET IN THE NORTHWEST CCRNER Of A, 4.5 rT. 4 fT. CONCRETE CATCH BASIN. MONUl-;l[NT IS LOCATED IN ltlE SOUlHWEST CORNER Cf' ltlE llflERSECTION OF BISON AVENUE ANO I..IACARTHUR BOULEVARD. 175 FT. WESTERLY OF THE CENTERLINE Of MACARTHUR BOUL.EVAl<D MD 52 FT. SOUTHERLY OF THE crnTERLINE OF BISON AVENUE, MONUMENT IS SET LE\IEL. 'MTH THE SIDE'll',!i,ll(. ELEVATION -119.499' NAVD88, 2004 L£VEJ.£D PLANS PREPARED BY: 31591 Gamino Capistrano R $.an Juan Capistrano, CA 92675 W\WI.RJMdesigngrou p.com [949] ~93--2690 (ax \949] 493-2600 qhone •• GROUP MDESIGN ,;-~loo c.~'f -~ . ....... .. ~., , ......-7~ ,, I ,.._,, ~ 1 02,'2.:l/2023 90% CD Submittal ' 06/2/2023 100'% CD Submittal NO IJATE nFSCRIPTION OF RFVISIONS 5YM60L c> H I" @ (lj " @ C¢0 ©§@ @] • ® NO SYMBOL NO 5YHOOL NO SYMEOL APPRO\iFn RECYCLED HATER IRR l6ATION EQUIP"1ENT LEG:-ND MANLJFAG,TLJRER. MODEL NO. I DE5~1r'TION GPH Fel Ri'!DIIJ5 PREC.IF. TORO Ft.AIN BIFtD RAINJ31RD RAIN BIRD RAINl'-1A5TER OEMOLl$H 510Z-6P-F~COH-1!: ti' FOF-IJP HIC.R09~Y H!':'AO HITH 56-4-100-FC.2 NOZZLI': EAC+-+ &YMOOL REP'Rf:&~TS T ,-:0 (:J) HE.ADS AND (:J) FOUR: STREAM NOZZU;S. INSTA.LL ON OPPOSITE SIDI:$ OF THE TI=!'.EC Tr'PICAI.:.. !,006-PL-(Pc.)-~AM-R-56-NP t>" FOF-lJP TI.Jl-(.f RoTOK l"IITH ~-2!, NoZLLl=S (RED) 50 5-006-PL-(FG)-SAM-~-56-NF' P" POF-LJF' nJF..F ~TOR WITH HF'i::?.-ZO NOZZLE;$ (eRE;';N) 1.40, l.b5, :2."lt>, 5,ie,. 45 50('.)b•PL-(Pc,)-SAM•R-SS-NP b ' POP-UP TURF ROTOR Wlr-l MPR-35 NOZZL:ES (BEIGE) l,<1;2, :2.#, ~.e,.I, i.~e, ~ N/A :2!;) FT elO l"T 35 :::.T 1.6 INJHR.. Ohl IN./HR Obi IN_/HR_ Obi IN./HR. A "' A 1-tEHOYE AND 1-tEPL.A.CE EXl$T N~ (4) CONTROU.~$ 1-"-!ITH (:!) $AOS-F..t-tfi-4& HITH (I) DXiC.A G~L MODEH. CCNTACT $COTT KYLE V'IITH AAINMA$TEF. J PRIOR TO OROERtN,5, (-=i4'1) :212-fo013-. ORDER. Tt+ROIJ,5,H ~ITE ONE ,5,REENTEC.H, CCNTAC.T ERIK AND;;RSON (c:t4'1) :.ie;?-404e, EXISTING CONTROLLERS 'A' (16 STATIONS) A'ND '6' (14 STATIONS) ARE TO BECOME NEW CONTROLLER 'A'. EXISTING C.ONTROLL[RS 'C' (45 STATI01'LS) ANO 'O' ('1ASTCR VALVC1rLOV'il S[hSORJ . .11,,RE TO 3EC.OME r-11::Jt,1 GONTROLLER 'c.'. NEl-'>I C.ONTROLLER 'C.' TO BE IN$TALLED HITH GELL MODEM AND HARD 1-'-!IRED -o NE~ CONTROLLER 'A' FOR C.OMMUNIC:-ATION$ VIA EV-C.AS-GOMM CABLE. REMOVE E:XISil1'1G VAL\/E: AND OEMOLI$~ ALL LATERAL LINE5 AND $PP.I NKLER. MEA05 CONI\.EC""'EO iO EXl5ilN6 VALVE, INSTALL NEW XXX-DJt,15-PRV (I', 1.5". 2') s:;RIE5 BRASS REMOTE C.ONTROL VALVE }"11 FRE55URE REGULATOR VALVE, SIZE AS 5HOXN il...RN O'v'ER 5ALVA6EABLE HEADS AND VALVES TO THE CITY. Ret--10YI::; l:)(ISTI~ VALVE; ANO OEMOLl5~ ALL LA.TI:r:.AL LINES ANO 5r'1'.INKLER. ~1'5 CONI\.EC.""'EO iO ~Xl5ilNO VAL.Ve. Tl.RN 0\11:R SALVA5f:ABI..E: HE:ADS AND VALve5 TO THE: CIT'f. e, A5 APPROVEO FURF"LE PVC F'IF'E 5/4" -2.5" $C-H, 40, A5 LAiERAL LIMES 12" BELOH i5RAOE IRRl5-ATION C.ONTROL i"IIRE ~14UF A.w& DIREGT BLRIAL (UL APF'ROVED) D5-IOO DRl-5P_le,E H ITH C.RI HP 5LEE\/E5 HIRE e,oNNEC-TOR5 ANO OS--9-00 ORl-5PLICE 5E,l,.LANT FOR USE OH ALL HIRE COHNECTIOh.S PRO SERIES/PRO SERIES PLUS VALVE BOXES, SIZE PER EQl,IIPMENi DETAILS, LEGEND, AND SPECIFICATIONS. 14" X I'=!" STANDARD REC.T. SH.ALL BE LISED FOR ALL NE!'{ V.A,LVE;S VALVE BOX:::5 SHALL HAVE FURPLE BODIES AND FLJRPLE LIDS. FOR USE IN NON-VEHICULAR TRAFFIC. SITUATIONS ONLY. 00 NOT IH5TALL II-,, C.D1'-ICF<.I:Tc DR ASPHALT. HYDROZONE I -i'T'"DROZONE :PE5C-RIPTION 5LA Hlc$H i,,,v,,.1Ef12. TI..J'R'f hlTH ROi0112.5 C,p N/A N/A :z TREE~ IRRIG-ATe:D HITH HIC~-~F'"-.A.Y --"=._;__ -----CONTROL V .A.L.Ve &'l"'M90l.. ,.,,,.-------1NDIC.ATES VALVE NO ··cc·· c- ..,;;,;,_ } ·--,-2~" ~._\~ ' PREGIP AREA -INDIC.ATES !=QUA~ FOOT A~A REVIEWED : IRVINE RANCH WATER DISTRICT I I ' I ' • ' ' ~ __ ,.J ,...,-,= I ,] \"" .w:,_j, J.! ~..,,. ~ . ---· \, ~-> ;,; ~, \ (ENGINEER'S SEAL.) .Q._- ;, ___ ..,. . ··i ', ',''-.... /'· ',....._ / ' '· .•· "' ~---. ·~ . _'I,.... __ _,-.. -- .,.,, 0--, . ·,;y-- ' ·-. REVIEWED: CITY PROJECT MANAGER DE51GNED· DRAWN: ~ccHccz--+"CC"~rc,O:PMc'------ ·--INDICATES i'.SPM °"---1NOICATES ,;ALVE: SIZE EXIST ING-IRRIGATION NOTES: NOTE I, CONTR.AGTOR 5HAU. BE RESPON51BI.E FOR ALL EXl5TIN6 IRRIGA-ION EGIJIPMENT DA"1AGED DURING C.ON5TRUC.TIOl'I AND IF DAMAGED, SHALL REPLAC.E f'IITH 5AME MAWFAC.TURER AND MODEL. NOTE 2 , ANY EXl5-ING l!O:RIGATION GONTROL VALVES, TO REMAIN, GONNEGTED TO EXISTING CONTROLLER SHALL ElE REc.oNNEG TED TO NEW CONTROLLERS. ANY NEH IRRIGATION GONTF<OL VAl.VES 5HALL BE GONNEGTED TO NEH CONTROLLERS. EXISTll'IG GONTROL HIRES MAY BE LITILIZED. GONFIRI-' PROPER C,ONTROLLER OPERATION AND INSTALLATION V'llTH 0"1NER'S AUTHORIZED REPRES~TATIYE PRIOR TO STARTING HORK AND UPON COMPLETION OF V'4.0RK. NOTI' 3 , CONTRACTOR SHALL BE RESPONSIBLE FOR THE CCMPLETE R.Sv!OVAL AND DISPOSAL OF .ALL EXISTINiS IRRIGATION EQUIPMENT AFFECTED BY THE N::Jt',,1 C.ON5Tf<JJC.TI ON ll'-1PRDVEJV1ENT5, IF NECESSARY. C.ONTRACTOR SHALL VERIFY ALL EQUIPl'-1ENT TO BE REMOVED AND DISPOSED OF IN FJELD PRJOR TO BIDDING f'IORK AND PRIOR TO STARTING ~ORK. NOTE 4, CONTR.A.CTOR SH.A.LI.. FIELD VERIFY DEPTH AND LOCATION OF AL-EXl5TlN5 UTILITIES PS'.OR TO B IDDING WORK AND AGAIN PRIOR TO STA'<.TIN6 v<ORK. VERIFIGATION SHALL EIE DOCUMENTED AND D=l.lVERED TO O~NER'S REPRESENTATIVE. N.OTE 5, CONTRAG TOR SHAU. EE RE5PONSIEll.E FOR THE PLAGEMENT OF ALL SCH 40 PVC. SLE~ING UNDE'< PAVING, HALLS AND C.URSS AT NO LE55 THAN 24" ElELOf'I GRADE AND NO LE55 THAN 2X DIAKETE!'!: CF 11'!:RIGATION PIPE IN AREAS HHERE PIF'E GF<0551NG ~ILL OCGIJF(. rsHEN PIPE 5 1ZE 15 NOT AVAILABLE JSE 6" SLEEVING l'-1ATER.IAL. AL.L N;:=v,t AND EXISTING IMPROVEMENT YR0551NGS, (l,E, MAINLINES AND C?RAIN LINC$) TO BE ?LEEVEP, GONFIRM GR0551N65 f'IITH OWNERS REPRESENTATIVE PRIOR TO CONSTRJX TION. NOTE b, EXISTING IRRIGATION IN THIS AREA SHALL ElE P!O:OTEGTED IN PLACE FOR CONTIN\£D USE. GONTR,",GTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO C.AP OFI" OR MODIFY THE EXITING SYSTEM TO MEET THE HEH LAt--D5CA"E C.ONDITIOH IF NEGESSARY. IRRIGATION NOTES: NOTE A MICRO SPR.AY HEADS SH.ALL BE ALIGNED HITH ~ES AND AS D IREC.TI;;D 6Y O~ER '$ AUTHORIZED R[;;PRJ:-5-ENTATIVE. C.ONFIRM ALL LAYOUT IN F IELD WITH Or-l.\lER'S _,QJJTHORIZED REPRESENTATIVE PRIOR TO STARTING =- NOTE 8, GONTRAGTOR SHALL PROVIDE THE GITY ENGINEER ~ITH THREE (3) NEATLY DR.Alri\l. LAMINATED IR.,IGATION G:::JNTROLLER GHART . NOTE G: I HAVE GOMPLIED WITH THE GRITERIA OF -HE GLRREt--.T GALIFORNIA STATE MODEL >'!ATI'R EFFIGIEHT LANDSCAPE ORDINANGE /H~ELO; ,",ND AF'F'-IED THEM AGC.ORDISGLY FOR THE EFFIC.IENT USE OF HATER IN THE IRRl6ATION DESl6N PLAN NOTED, REFER TO SHEETS L-4.01 FOR IRRIGATION DETAILS AND GALGULATIONS. AS-BUILT APPROVAL FORONSITE RECYCLED WATER SYSTEM ONLY WATER METERS AND ALL CONNECllONS TO IRVINE RANCH WATER DISTRICT (IRWDJ FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRWD DEVELOPMENT SERVICE GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL {949} 453-5300 PLAN CHECK NO. xxxx ON SITE APPROVAL: [)ATE: ------------ 20'-0" O' 10' 20' 40' • Glasir Design f[rig.ition Comulting CIDtfr001-gla~irdef,i{:n.com IRRIGATION PLAN ARROYO PARK SYNTHETIC TURF FIELD INSTALLATION C-8891-2 L-3.01 CS TP CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5272-S CHECKED: DATE: cs 2023;-04-12 SHEET 13 OF 22 CALL TOLL FREE Dial 811 BEFORE YOU DIG BENCHMARK: C'! ® @ DOMESTIC v-sATER IRRIGATION EQUIPMENT LEGEND LFt>::ZSYA ::Z" IOIP a,,,c.;,:: R..Oi-1 PR...~TIOII CF-VIGE l-llnf WYE ST1'f.,l,11'£R. ll'E>TAU. Wl"Tl'i ~Sf-NIPPI..E5, WION5 A;ic:> FITTll..sS, SI= l"ER OEVlc.e =~~~oc:~~~~~5~~~ATOR. "'ITifSINEil.EWlotl FIPT x Fll"T =-cn0!6, 116TAU.""-ESSl#i.E 5TROH6 eox seec:.-'°55 "SMOOTH Tou:;,I" 5TAINLES5 5~ L.OCKI~ B,O,Ci<: l"I..Ol'i OEVlc.e E~ e,o,o::.l'L.OI-I SH>,LL aE INS,T"LLEO Ol'l LEVEL 6'1.AOE, 'I' FROM ,',.N'f P"'VIMS, A,O p,tJwe:;, ~ 44=1"QJICK~INSTAIHl.~S~~X. l~TAU.Pf'P. DeT"'ILS,>,K>-YC-ITYl"ilTH1',)$1"A~~ -4-4 DRG 1· G-JIGI(; GCU"I.ER IN NC>5 PRO ~Rle5 PI..I'->. ~N 10' ~ eox. 116T"'-l. -~ T1A'<F AA.EA l"ER t'ET .... L.5 P'./G PIP!" :1° ~ 50!.~IIT 1'£1.D f'lln-< 5C+iL>O ~TTING5 AS MAINLl!e5 ,C • ~ ~ PIP!" SCH. 40 AS SU-.-~I~. ::Z TIME'S~ DIAM?.'~ Of' Pll"f' OR HR! Cll.!NPI..!' C,MaO!IW l"l.,a,a: ~ ALL T"AVi~. -=~ tTC:.. Ale> AS Dl~GTl:D ~ ow,;tRS ~IZC!> ~S£:NT•'T1~ ~~~:c..~~!~~~i::~~jJ!~::S~?~i;~~:~~ n£VATION•m.4Q¾• NA :00,l(',[UI) @ RECYCLED v-sATER IRRIGATION EQUIPMENT LEGEND 510Z4P'.-xcoM•~ t,• P'OP'-r-11'-~Y ~ I-IITH ~.,_lfe.P'C::Z HOZZ~ ~,.J_~~'i';i~T~~~~~i.r.!"C>lll';STI'.1!,6,Mt;olll.~ 5006-f'L~J-5-'M-R-55-M" 6' POf'-{)f' 'M'.l" IWTOR WITH MPR·::Z5 HOZZL!S IREOJ 1.00, '"• I.~. Sb::Z '"'!I 5006-f'l.~)-5,',M-!t.-t,• --1.P ~ ROTOR 1-«'!H "1P'!'t-,C NOUU::S (6Rl;:N,I 1.40, IM, ::Z.~11>. S."Tt> .,,S ,oc,(,-f'L~J-s,o.M-R--t,• POP-<JP Tl.RI" ROTOR l-l'Tli --~ HOl.ll..!'5 (el':16e.l 1.'(.2, ::Z.%. 5.bl. "I" ,i, ~NO~~ ~ISTI-(-4) GON~ HITH /::Z) 5,o,ce~ HITI-111) DXIC:.A Gl!J..L MOC:>&\, CONTACT !GOTT l<Yl-1! 1-!iTH AAI~~ J :~~~~~-~:;~~j:~~T!::A~~~~~('l~:!1'>5~. ~~~~/~;~~~=:':~R!:~~c.oit~A~=i;~~;~VlAEV-c.A5-G~ ~ !!!XjSTitl6 V-"l..YI! ~ i,e,,tOI.IS!-1 AW. I..A'roVL. t.1-.-.N:> -IN!<.LE'l'l 1-1!!!-"'5 COt,11-:e,:;re:, TO EXISTINe V-"l..YI!, ~r..~~~~~Jill"•,3.b~,.f~~T>E~CONTROI.V-"l..VEW~RECU.ATORVALVE.Sl:zEAS~ REMOVE ~ISTIHl9 V-"l..VE ~ OEMOl.lf.H AW. I.A~ LI~ .-.N:> -IN!<.LER H"~ C:.ONl'L:::1t:o TO EXISTIN6 VALVE n.-.'! =!I!. SALV-~ ~-'OS A'CI VAL~ TO~ CIT\". -1"1...f P'vC ~P!! !!t•• • :!!>" SCI-I, ~. AS t.A'l'ER-\L t.1t,lfS 12" ~ ~ l~~,',Tl()N CONTROi. i-;1R!, •141,,11' .......S D~T Bl,RIAI. /U.l.. APPROVED) 0$-100 DRl-?'LICE H1TH CRII-P ~ WIRE CON',ECT= "NP 0$-500 PRl-!Ce -N<T r"OR U51c OH AW. i,,;1,e ~TIONS ~ SERIE~ 5ERIES PU/5 VALVE BOXES, SIZE PER EG!/lf't'1ENT DETAILS, LE-&ENO, ND 5PECIFIC:.ATI01f5. 14" X l'I" ST,',!IDARO fO:EC:.T. SHAU-BE "5ED FOR AL). ME;,,t V-"l,~ VAL.VE BOXES 5'-IALL HAVE F'IJIOPLE BODIES AN.? f'U'O.Pl..la LID5 FOR~ INNON-VErllcu...AR ra>FFIG SITI!A"10N50tl.).Y. DO NO'l' llf5T"'-1. IN CONC.RET'f' OR ,',5F'HALT ~IHYPRO~~~-~l~~-~~l:~:~=~,~':'~:~:-:..,_---=--.~I if EXISTING IRRIGATION NOTES, NOTE:,, C,ONT'R,&,C.TOR SH.OU. 6E ~EILE FOR THE COMPLETE REMOV'AL AND Dl!F'OSAL Of' ALt. EXISTlt,1£; IAAleATION EGl!IF'MS'iT AFFEC,TED ElY Tl-£ Ji&I ~=~/~;' ~~~/g;~;~ ..:~TiRIFY SIDDIHe ,-,C,R!C: AND PRIOR TO ST>-RTIN£; HORlc: NOTE 4. C.ONTRAC,TOR SHALL FIELD VERIFY Dl:P'Tl-t Al-iD L.OGATION OF ALt. EXISTINoS UTlt.lTIES PRIOR TO SIDDINoS HORI< AND A<SAIN PRIOR TO 5TARTIN6 HORI<. VE!'llFICATION SI-IAL.t. SE DOCU-1ENTE!::> AND O~IVEl<.EO TO OHER'5 REl"Rf'SENTATIV!:' NOTES, CCNTl<ACTOR ~ SE ~SU: FOR THE l"LACE!MENT OF ALI.~~ 40 =~=~=~™!~~i~;:~t!~Pi~ AVAlt.Aet.E IJ5E 6" SLl=EV11'115-MA~AL. Al I N91 AHR f",l"f[lli§: IMf'RQYfMFtff GR0551hr:6 / F M"'lril tf? "'if? PR"'IH I ll:/Ffzl IO FIE '71 FDr'.EP CONFIRM CR0551No55 HITJ-1 QWER'5 REffiE5ENTATIVE f'RIQR TQ ~ """'° EXISTI~ IRRl6ATION IN Tl-115 A~ s,HAt.t. 5E PROTECTED IN Pt.ACE FOR CCNTll-UED LJSE. CONTR,O,,.CTOR SH,O,,U,. VERIFY TIE ~T 01" T1-E !=XIS.Tl~ 5Y5~ AND MAAl= ADJUSTMENT$ TO CAf' Of9" OR MOPll"Y Tl-I! EXITINI;, 5Y5~ TO t-e'T' Tl-If: NEl-"l !,..,>,ND¾APE C-ONDITION II" NEC~ARY, IRRIGATION NOTES, NOTE A, M:CRO SPRAY HEADS SHAU. BE AL16NED Hln-t TREE$ Ai'O AS DIRECTED 6Y OW'lER'5 ,o,IJT!-IORIZED R.EF'RE>ENTATlVE. CONFIRM ALt. LAYOUT IN FIELD HITI-1 ow:-ER'5 AIJTl!ORIZED REPR:1"51:NTATIVE PRIOR TO S.TARTIN.s i-.:::>RK ><0rec I HAVE COMPI...IED Hint TttE CRITERIA OF TttE ~T C.Al.lFORNIA ~i~~ =~~~s~~ ~~~&t~} NOTED, ~R TO ~1"$ L.~.01 FOR IAAl5'ATION DETAILS AND C.ALCI.ILAT10N5'. CONTROLLER CHART APPR0\/"'1. FOR ONSJTE RECYCLEO WATER SYSTEM ONLY WATER METERS HID 1\1.L CONNECTIONS TO IRVINE RANCH WATER ~~~(~~l~~~~E~~s;Es!~~IE~~:P~~\1~1~~~J~:OOGtl FOROBTAININGSERVICECALL(S-,9)~53-6300 P\.AHCHECKNO. ~=~--- •Glasir Design Irrig•li<m cnn .. ~ling GllffOOI-JIMrdo,ign.<0m IRRIGATION PLAN ARROYO PARK SYNTHETIC TURF FIELD INSTALLATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6891-2 L-3.01 P-5272-S _.,13 ~ 22 CD POP-UP HEAD ® FINISH eRADE CD MARJ.EX STREET ELL CD 6" SCH e,o PvC NIPFLE 24' THREADED llOTH ENDS ~ G) HALK OR C.UR!l © PvC SC.H 40 TEE OR ELL • CJ) PvC LATERAL LINE • , • ® qo DEGREE ELL CD 2" SC.H l';O PvC NIPPLE THREADED s llOTH ENDS 6 7 NOTE, ALL 1-40 TURF ROTORS TO BE INSTALLED NITH RAINBIRD TSJ PRE-ASSEMBLED SNING JOINT. ~DRIP LINE OF CANOPY TREE -:-;,--c,-;:7;S;'):=~;;~,(:~,J---AMENDED SOIL SEE PLANTING PLANS s l--cc,,+-1--''-L-\-ROOT BALL OF TREE ,5 11------r'--(4) POP-UP MICROSPRAYS AVOID OVERSPRAY ONTO THE TREE TRUNKS AND NALKS INSTALL HEADS 3' FROM TRUNK ---LATERAL LINE PIPE '----TEE FITTING f:.------LATERAL LINE PIPE NOTES, I. AJ..L 1-'>llRE TO BE INSTALLED PER LOCAL CODES. 2.PROVIDE EXPANSION COILS AT EACH 1-'>llRE CONNECTION IN VALVE BOX. WRAP AROUND 1/2" PIPE 15 TIMES -REMOVE PIPE. 3.C,OMPAGT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 4.INSTALL ONLY I VALVE PER VALVE BOX. 5.TEFLON TAPE ALL THREADS. CD EXPANSION CURLS 1-'>llTH 1-'>lATERPROOF WIRE GONNEGTOR5 AT SPLICES /SEE IRRIGATION SPEC.5) ~PVC.LATERAL TO SPRINKLERS ANGLE TO SPECIFIED DEPTH W 45 ELLS @ VALVE BOX W LOGKIN5 LID BOX HEIGHT ABOVE FINISH GRADE VARIES /SEE IRRIGATION SPECS) G) REMOTE CONTROL VAL.VE @ FINISH GRADE @ SGH.l:>O PVC. '10 SLIP X SLIP CD PVC, MAINLINE MATCH VALVE SIZE @ 2" LAYER OF PEA GRAVEL LEAVE I "-2" AIR SPACE BETl'lEEN BOTTOM OF VALVE AND TOP OF PEA 5RAVEL G) BRICK SUPPORT /1) AT EACH CORNER @ PVC. MAINLINE FITTING5 CfD CONTROLLER HIRES @ LASGO SGH.e>O UNION @ SGH.e>O NIPPLE MIPT X SLIP MATCH VAL.VE SIZE b. INSTALL IN SHRUB AREAS ONLY AND A MINIMUM OF 12" FROM PLANTER EDGE POP UP SPRINKLER N.T.S. TREE BUBBLER LAYOUT N.T.5. (9 REMOTE CONTROL VALVE I. 2. 2 015 MWELO WATER EFFICIENT LANDSCAPE WORKSHEET Arroyo Park, Newport Beach CA. Reference Evapotranspiration (ETo): 43.2 1-t)'drozone # /Planting Plan~:F~ctor Description" Regular Landscape Areas Special Landscape Areas #1 Turf Irrigation Irrigation Methodb Efficiency (IE)c Totals Totals ETA F (PF/IE) Landscape Area (sq, tt,I 0 28,551 0 28,551 ETA F x Areil 0.00 28,551.00 0.00 28,551.00 ETWU Total Maximum Allowed Water Allowa nce (MAWA)~ ~ Refer to legend for Hydrozone description. d ETWU (Annual Gallons Required)= Etc x 0.62 x ETAF x A(e8 w here 0.62 is a conversion factor that converts acre-inches per acre per yeilr to gallons per square foot per year 8 MAWA (Annual Ga/JonsA/Jowed) = ( Eto) ( 0.62) [(ETAF X LA) + ((1-ETAF) )( SLA)} where 0.62 is a conversion factor that converts acre-inches per acre per year to gallons per square fool per year, LA is the total landscape area in square feet, SLA is the total special landscape area in square feet, and ET AF is .55 for residential areas/parks and 0.45 for non-residential areas ETAF Calcula tions Regular Landscape Areas Tota l ETAF x a Ive, Tota l Area a Average 0.00 ETAF All Landscape Areas Including SLA Tota l ETAFx Ive, Total Area Sitew ide ETAF 28,551 .00 28,551 1.00 A verage ETAF for Re gula r Landscape Area s must be 0.55 or below for residential areas/parks, and 0.45 or below for non-residential area s. Estimated Total Water Use (ETWU}<I 0.00 764,709.98 0.00 764,709.98 764,709.98 764,709.98 Arroyo Park Irrigation Runtimes JAN FEB MAR APR MAY JUNE JULY AUG SEP OCT CYCLES PER WEEK-TURF 1 2 3 3 4 4 4 4 3 3 TURF CROP COEFFICIEN .61 .64 .75 .80 .80 .80 .80 .80 .74 .75 CYCLES PER WEEK-SHRUBrTREE 1 1 2 2 2 3 3 3 2 2 Eto DAILY AVERAGE .07 .09 .12 .16 .17 .20 .21 .20 .16 .12 PLANT Water SPRINKLER EXPO PRECIP SPKLR ROOT RUN TIME Hydrozone Kc TYPE EXPOSURE JAN TYPE Usage FACTOR (in/hr) EFFI C. DEPTH (in) MULTI PLIER 1 TIJRF VARIABLE Va, ROTOR FULl SUN 100% 0.61 75% 4 1..33 39 2 lREES MEDIUM 0 50 MICRO SPRAY FULl SUN 100% 1 00 75% 12 1.33 12 GENERAL IRRIGATION NOTES NOi' DEC Turf Root Depth 4" 2 1 Shrub Root Depth 6" .69 .60 Depletion Factor (MAD) 40% 1 1 Soil Type (Textural) CLAY LOAM .09 .07 Field Capacity 27% Permanent Wilt Point 13% Apparent Specific Gravity 1.35 IRRIGATION RUN TI MES FEB MAR APR MAY JUN JUL AUG SEP OCT NOV 26 28 39 31 37 39 :r, 36 28 ,. 16 11 14 15 12 12 12 14 11 16 ALL LOC,AJ.. MUNICIPAL AND STATE LAl'lS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS HORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPEGIFIGATION5 AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. THE CONTRACTOR SHALL OBTAIN ALL NEC.ESSARY PERMITS REQUIRED TO PERFORM THE 1-'>lORK INDICATED HEREIN BEFORE BEGINNING 1-'>lORK. DEC 39 12 3. THIS DESIGN IS DIAGRAMMATIC.. ALL EQUIPMENT SHOWN IN PAVED AREAS 15 FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED 1-'>llTHIN PLANTING AREAS. 4. THE CONTRACTOR SHALL NOT 1-'>llLLFULLY INSTALL ANY EQUIPMENT AS SHOl'lN ON THE PLANS 1-'>lHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOHN CONDITIONS EXIST THAT HERE NOT EVIDENT AT THE TIME THESE PLANS 1-'>lERE PREPARED. ANY SUCH CONDITIONS SHAJ..L BE BROUGHT TO THE ATTENTION OF THE OHNER'S REPRESENTATIVE PRIOR TO ANY 1-'>lORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NEC.ESSARY BY THE 01-'>lNER. 5. ti. 1. INSTALL AJ..L EQUIPMENT AS SHOl'lN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHAJ..L BE RESPONSIBLE TO COMPLY HITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVINIS Tl'llGE THE DIAMETER OF THE PIPE CARRIED. SEE LEISEND FOR TYPE. ALL HIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL HIRE THROUGH. ALL SLEEVES TO BE INSTALLED 1-'>llTH A MINIMUM DEPTH AS SHOHN ON THE 5LEEVIN5 DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDISE OF THE PAVING.ALL NEH AND EXISTING IMPROVEMENT CROSSINGS (I.E. MAINLINES AND DRAIN LINES) TO BE SLEEVED. CONFIRM GROSSING5 1-'>llTH 01-'>lNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. GONTRAG TOR SHALL STAKE ALL MAJOR EQUIPMENT 5UGH AS, BAGKFLOHS. MASTER VAL VE/FLOH SENSOR VAULT, AND CONTROLLERS. THE STAKED LOCATIONS OF MAJOR EQUIPMENT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTAJ..LATION. IRVINE RANCH WATER DISTRICT RECYCLED AND POTABLE WATER NOTES A. THE INSTALLATION OF THE IRRIGATION WATER SYSTEM SHALL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF IRRIGATION WATER SYSTEMS WITHIN THE IRVINE RANCH WATER DISTRICT (IRWD) AND THE ACCOMPANYING PLANS AND SPECIFICATIONS. B. ALL ONSITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH THE IRWD'S REGULATIONS AND THE IRRIGATION SPECIFICATIONS. C. CONTACT IRWD PRIOR TO STARTING ANY WORK CONNECTED TO AN IRWD WATER METER. D. MARKING ON THE PURPLE PVC PIPE SHALL INCLUDE THE FOLLOWING: CAUTION RECYCLED (OR RECLAIMED) WATER; NOMINAL PIPE SIZE; PVC-1120; PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES; ASTM DESIGNATIONS SUCH AS 1785, 2241, 2672, 3139. PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE. E. ALL RECYCLED WATER SPRINKLER BOX COVERS AND CONTROL VALVES, ISOLATION VALVES, QUICK COUPLERS, AND ALL APPURTENANCES SHALL BE TAGGED WITH IDENTIFICATION TAGS. 1. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"X4", PURPLE IN COLOR WITH THE WORDS "WARNING RECYCLED (OR RECLAIMED) WATER-DO NOT DRINK'' IMPRINTED ON ONE SIDE, AND 'AVISA AGUA IMPURA-NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 2. ONE TAG SHALL BE ATTACHED TO EACH APPURTENANCE AS FOLLOWS, OR; IDENTIFICATION SHALL BE AFFIXED TO EACH IRRIGATION VALVE LID COVER AND VALVE AS FOLLOWS: (A) IDENTIFY VALVE COVER WITH LABEL OR BRANDED HOT STAMP THAT READS "RECYCLED (OR RECLAIMED) WATER DO NOT DRINK" OR USE PURPLE COVER WITH SAME IDENTIFICATION. (B) ATTACH TAG TO CONTROL VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP. OR (C) ATTACH TAG TO CONTROL VALVE SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP. (D) ATTACH TO BODY OF THE RELATIVE APPURTENANCE WITH A PLASTIC TIE-WRAP. F. WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYING POTABLE WATER. G. WARNING TAPES SHALL BE A MINIMUM OF 3-INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. H. WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH THE WORDS "CAUTION BURIED WATER LINE BELOW" IMPRINTED IN MINIMUM 1 INCH HIGH LETTERS, BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. I. IRWD SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF IRRIGATION CONSTRUCTION AT (949) 453-5300 AND EACH WORKDAY THEREAFTER UNTIL THE COMPLETION OF PROJECT. J. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECYCLED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A CLASS 200 PURPLE PVC SLEEVE WHICH EXTENDS A MINIMUM OF 5 FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 6-INCHES. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3-INCH WIDE PURPLE WARNING TAPE WHICH READS "CAUTION, RECYCLED (OR RECLAIMED) WATER". K. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO AND MUST BE OPERATED BETWEEN THE HOURS OF 9,00 PM AND 6,00 AM UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. L. ALL NEW COMMON AREAS WHERE RECYCLED WATER IS USED AND THAT ARE ACCESSIBLE TO THE GENERAL PUBLIC SHALL BE POSTED WITH CONSPICUOUS SIGNS THAT INCLUDE THE FOLLOWING WORDING IN A SIZE NO LESS THAN 4 INCHES HIGH BY B INCHES WIDE, "RECYCLED WATER· DO NOT DRINK" "RECLAIMED WATER-DO NOT DRINK". EACH SIGN SHALL ALSO DISPLAY AN INTERNATIONAL SYMBOL CONVEYING THE SAME WARNING. M. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE: POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALKS. N. CONTACT THE IRWD OFFICE TWO DAYS PRIOR TO THE IRRIGATION SYSTEM COVERAGE/AND CROSS CONNECTION TEST AT (949) 453-5300 AND ARRANGE A WALK THROUGH OF THE SYSTEM. 0. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES WILL PLACE THE SYSTEM IN VIOLATION OF IRWD RULES AND REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE MEASURES HAVE BEEN TAKEN. P. WARNING TAPE ON RECYCLED WATER CONSTANT PRESSURE MAIN LINE PIPING IS ONLY ALLOWED ON PROJECT-BY-PROJECT APPROVAL FROM THE DISTRICT ENGINEER. IF APPROVED, IT MUST FOLLOW THESE INSTALLATION SPECIFICATIONS. 1. WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAINS. 2. WARNING TAPE SHALL BE A MINIMUM OF 3-INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. 3. WARNING TAPE FOR THE CONSTANT PRESSURE RECYCLED WATER PIPING SHALL BE PURPLE IN COLOR WITH THE WORDS "CAUTION RECYCLED (OR RECLAIMED) WATER" IMPRINTED A MINIMUM OF 1-INCH HIGH AND BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS n===::::;~t;;;;,::::r1------REDUCED PRESSURE j BACKFLGI-I PREVENTER W/ BALL VALVES NOTES, --3' LONG BRASS THREADED NIPPLE --BRASS UNION PRESSURE REGULATOR QUICK PAD W 5.5. BACKFLOl<I ENCLOSURE BRASS RISER (LENGTH AS REQUIRED, TYP.) BRASS EL.BON /TYP.) P.V.C. SCH. 40 FEMALE ADAPTER (TYP.) ""i,_-----P.V.C. MAINLINE, SEE IRRIGATION SPECS. FOR PIPE DEPTH B" BRASS THREADED NIPPLE (TYP.) 12•x1211x3011 CONCRETE THRUST BLOCK I. ALL RISER, UNIONS, ELBOWS AND NIPPLES SHALL BE RED BRASS. 2. CLOSE NIPPLES SHALL NOT BE USED 3. EQUIPMENT TO BE INSTALLED A MIN. OF 12" FRCM WALLS, BUILDINGS, ETC. 4. INSTALL AND TEST BACKFLOl<I PREVENTER AS REQUIRED BY LOCAL CODES t HEALTH DEPT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. ® ~T:_DUCED PRESSURE BACKFLON NOTES, 10" LOCKING VALVE BOX (I" ABOVE FINISHED GRADE) i,=====,i FINISH ISRADE .,.,---QUICK COUPLING VALVE W LOCKING VINYL GOVER ...------PEA GRAVEL (2" DEPTH) ___.---PVC. NIPPLE (LENISTH AS REQUIRED) BRICK SUPPORTS /2 MIN) ~-PRE-ASSEMBLED 5HIN5 JOINT PVC. SCH. e>O ELBOl'l OR TEE PVC. MAINLINE. SEE IRRIGATION SPECS. FOR PIPE DEPTH. STAINLESS STEEL CLAMP (2 MIN.) --......_ #4 REBAR X 24" LENISTH I. TEFLON TAPE ALL THREADS /TYP.) 2. INSTALL I" ABOVE GRADE IN NATURAL TURF AND A MINIMUM OF 12" FROM PLANTER EDISE a ~~~-CK COUPLER VALVE IN NATURAL TURF GUIDELINES FOR RECYCLED WATER USE THE FOLLOWING GUIDELINES HAVE BEEN ESTABLISHED BY THE IRVINE RANCH WATER DISTRICT IN CONJUNCTION WITH THE ORANGE COUNTY HEAL TH DEPARTMENT AND THE SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD. THEY ARE INTENDED TO PROVIDE THE BASIC PARAMETERS FOR THE USE OF RECYCLED WATER IN LANDSCAPE IRRIGATION. TO OPERATE YOUR SYSTEM IN COMPLIANCE WITH THESE GUIDELINES YOU MUST: 1. IRRIGATE BETWEEN THE HOURS OF 9,00 P.M. AND 6,00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON- SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUNOFF POOLING AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY INTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUOUS BASIS, OF THE PRESENCE OF RECYCLED WATER, AND THE FACT THAT IT IS NOT APPROVED FOR DRINKING PURPOSES. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORT ANT THAT TH IS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL FOR ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY ON- SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOLATION OF THE DISTRICT'S RULES AND REGULATIONS AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. THE IRVINE RANCH WATER DISTRICT FEELS THAT THE BENEFITS TO BE DERIVED FROM THE SUCCESSFUL APPLICATION OF RECYCLED WATER MERIT THE OPERATING REQUIREMENTS THAT HAVE BEEN ESTABLISHED. IF YOU HAVE ANY QUESTIONS, OR IF WE CAN BE OF ANY ASSISTANCE, PLEASE DO NOT HESITATE TO CALL OUR IRRIGATION WATER GROUP AT (949) 453-5300. APPROVAL FOR ONSITE RECYCLED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT (IRWD) FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRWD DEVELOPMENT SERVICE GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949) 453-5300 PLAN CHECK NO. _XXXX _____ _ ONSITEAPPROVAL: ________ _ DATE: BASIS OF BEARINGS: 02/24/2023 90% CD Submittal REVIEWED: CALL TOLL FREE Dial 811 BEFORE YOU DIG THE BEARINGS SHOWN HEREON ARE BASED ON lHE CENlERLINE OF CAMELBACK STREET BEING N oo· oo' sa· E AS SHOWN ON PARCEL MAP NO. 2001-140 FILED IN BOOK 326 PAGES 48 to 50 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. BENCHMARK: ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-23-70R86 DESCRIBED BY OCS 2002 -FOUND 3 3\4• OCS ALUMINUM BENQ-IMARK DISK STAMPED "3S-23-70R86•, SET IN THE NORTHWEST CORNER OF A 4.5 FT. 4 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN TI-IE SOUTHWEST CORNER OF TI-IE INlERSECTION OF BISON AVENUE AND MACARTHUR BOULEVARD, 175 FT. \\'ESTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 52 FT. SOUTHERLY OF THE CENTERLINE OF BISON AVENUE. MONUIAENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 119.499' [NAVDBB, 2004 LEVELED] PLANS PREPARED BY: 31591 Camino Capistrano R San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-1690 fax [949] 493-1600 phone MDESIGN GROUP NO. DATE DESCRIPTION OF REVISIONS APPROVED IRVINE RANCH WATER DISTRICT (ENGINEER'S SEAL) 12" ElOX V'llDTH SYNTHETIC TURF OR TRACK RUBElER 5. TURF UNDERLAYMENT, AS SPECIFIED G 5.5. SOL TS AND NUTS, :l 5ET5 REG. / SIDE 2" X 4" TREX POLY HOOD, LENGTH AS REG. ~t--===1-----{E E 5.5. QUICK COUPLER BOX, lb GA. 5.5 .• BY UNDERHILL, MODEL# M-558-GG I I I _I I -1, -® ~ SUB-BASE MATERIAL FOR C.OMPAc.TION @ TREX POLY Y'IOOD SUPPORT BLOCKS, 2" X 4" X 15" LONG, 2 REQUIRED PER BOX ~1 11 Ill ~ SAND OR GLEAN BAc.KFILL OVER MAINLINE IRRIGATION POTABLE MAINLINE PIPE 5GH.e>O PVC TEE FITTINIS SLIP X SLIP X F. THREAD LASGO GGV 51"-llNG JOINT. SEE O.C,V DETAIL L :l/4" <SRAVEL, e" DEPTH BELOH ElOXES REMOVEABLE GUIGK COUPLER BOX GOVER TREX POLY Y'IOOD, 1/2" THICK AS REG. 0 UNDERLAYMENT ATTAc.HED TO POLY HOOD P BRASS QUICK COUPLER VALVE, I" SIZE (9 N~~-ICK COUPLER IN SYNTl-lETIC TURF I ~ I I I __,I / g '" .2 PIPE INSTALLATION NOTES, SECTION NT5 I. TAPE AND BUNDLE 24 V. HIRE5 o 10' INTERYAL5. PIPE LEGEND: CD FINISH 6RADE @) PvC MAINLINE @ PvC LATI:RAL LINE (j) CONTROL HIRES OR C.OM. CABLE @ FINE 6RANULAR BACKFILL 1/.2" MAX. @ TOPSOIL 2. MINIMUM DEPTH OF 24 V. NIRIN6 :>HALL BE 24" BELOl<l 6RADE. B. TRENCH NIDTH ALLOH 4" MIN. C.LEARANC.E BETHEEN PARALLEL PIPES. 4. 5NA>'E PIPE5 FROM 5IDE TO SIDE NITHIN TRENCH TO Al.LON FOR MOVEMENT. 5. TIE A 20" LOOP IN ALL HIRIN6 AT C.HAN61:5 OF DIRECTION. UNTIE PRIOR TO BAC-KFILLIN6 TRENc.HE5. 6. PROVIDE THRU5T BLOC.1<5 PER AF'NA 5TANDARD PLAN5 FOR PUBLIC. HORl<5 C.ON5TRUCTION DETAIL5 0 "' <'?"' INSTALLATION ' 'v . 4" I SLEEVE LEGEND: CD PAVINe @) C.ONTROL r-llRES OR COM. C.ABLE IN CONDUIT @ SLEEVE FOR MAINLINE AND/OR LATI:RAL LINE (j} FINE 6RANULAR BACKFILL 1/2" MAX. @ SAND SLEEVE NOTES, I. IRRl6ATION PIPES UNDER ROADHAYS SHALL BE INSTALLED B6' DEEP, SLEEVED AND IDENTIFIED l'IITH MARKINe TAPE INSTALLED 12" FROM THE SURFACE, IDENTIFYINe TYPE OF LINE l'IITH APHA 5TANDARD "CAUTION l'IATERLINE BURIED BELON" IN BLUE OR " C.AUTION REC.YC.LED HATERLINE BURIED BELOH" IN PURPLE. SLEEVES SHALL BE SCHEDULE 40 PVC., Tl'IO TIMES THE DIAMETER OF THE PIPE BEINe SLEEVED. INSTALLATION ,-1 -....... -.. ,,-,,--..11.-1 -.. ,-.,-,,-,1 .. , ,-, -.1.-1 -, --f"INISH 5R.ADf: I I i' 11i'111i' I 11 111 11 I 11i'11 111 1111=1 ; 1 i' 11 i' I I Ii' I 11, • ,_ ,_,, ,_ ,,_ -3" HIDE METALLIC, MAl<KE!< TAF'E -1-1 -111-1 -11 -j l"""\------N<FLE LATERAL NON-PRE55URE 1-1-111-11-1 _I _ V "8<0LAIMEJ:> ,,,,,,.._ "'"" Fl<OM ,..,.,sATION """" • 1=1 =1 I 1=1 =1 I _ 11 TO IRRISATION HEAD. """"""""THE LIN!eS 1-1-111-11-1 -111-""°""' THE POTABLE f'lf'E NO !SLEEVE 15 """"'""°- [-I 1-1 11111111-1 I I Q ... ~----ru<FLE C,01.0RED f'RE55URE MAINLINE PIPE NOTE, ~ 'POTA.61....E LINES AND c:.oNSTANT PRESSURe Rec.LAIMED HATER LINES GROSS, THE RECLAIMED LINES 5H~ B.E INSTAL.L.ED BELOll'I Tr-IE POTABLE LINE IN A GLASS 200 PU~L..f: CO~ PVC Sl....!:Evf:, THE 5U:EYc: SHALL EXTBID 5-l"'EeT ON l::ITI-IE"-51c:>E or THE POTAa.E LIN!:: rOll!. A TOTAL Of" 10 rEET. f~----POTABL-E WATER LINE 12"-----------12" MINIMJM GU:ARANCE IT"ff'IGALJ 7~ o -------REGLAl"1EO ~55UR.E MAINLINE: AND 5.LEEVE: C) POT ABLE LINE CROSSING N.T.5. • Glasir Design lrrigation Consulting CJD# 6004-gk,sirdcsign. com REVIEWED: ~/✓- CITY PROJECT MANAGER DESIGNED: DRAWN: CS TP CHECKED: DATE: cs 2023-04-12 IRRIGATION DETAILS AND NOTES ARROYO PARK SYNTHETIC TURF FIELD INSTALLATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-8891-2 L-4.01 P-5272-S SHEET 14 OF 22 P-5272-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK C-8891-2 SHEET OF DESCRIPTION OF REVISIONSDATENO.APPROVED (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TP CS 2023-04-28 1 90% CD Submittal02/24/2023 SYNTHETIC TURF FIELD INSTALLATIONBENCHMARK: BASIS OF BEARINGS:PLANS 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 LICENS E D L A NDSCAPE A R C H I T E CT 08/31/2023 4/27/2023 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 22 REVIEWED: IRVINE RANCH WATER DISTRICT PLANTING PLAN 0' 10' 20' 40' 15 L-5.01 {" r 2 ET-2 2 T-2 \ • • GC.-1 -• ------------ CALL TOLL FREE Dial 811 BEFORE YOU DIG .---t ---- 1 ~J J I ----L. ::-::-·n ~:::-·•-c-==--, I /I I .,' / '. -------------- .11\ 11\ \I'\ ''I 111 11, 111 111 '1',\ \i·\ 1\i THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CAMELBACK STREET BE I NG N 00° 00' 58" E AS SHOWN ON PARCEL MAP NO. 2001-140 FILED IN BOOK 326 PAGES 48 to 50 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-23-70R86 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3S-23-70R86", SET IN THE NORTHWEST CORNER OF A 4.5 FT. 4 n. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF BISON AVENUE AND MACARTH~ BOULEVARD, 175 FT. WESTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 52 FT. SOUTHERLY OF THE CENTERLINE OF BISON AVENUE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 119.499' [NAVDBB, 2004 LEVELED] _ . _ _,_..- .i.) --~ ' -=:------~------~-/ --_-"_·;;c-- R MDESIGN GROUP T-1 ··-··-■■-■■-··---:y, I -/ I ·-'o.°"'<: .~( ""-"y--2._ -- I , -. __ i-)· ----:--;_--;:-,-~'- • • \ - _,::( -. ,-- ---' -----=:_-, __ --" D ·De- ------->':~~/~ .'--' -=-~ = ;~i~;_;.~~---~;:_~ ) -~ -----~ ---=.c::-_ ' ' ' ' ' ' ' ' c:, 0 ' ' ' I Ii I '! 1_11, ) I ( \ _ ·cc, ! I .--- '. I .3 i\ I\ '15·, --.~- i!';"i ) ' ' ' 0 ' ' J--- ' ' ~-,.---/ '(-( ', ' L----- >~------l% .;.-- SYM AS6R. . . . . . ec.-1 . EXl5TIN6 TREE LE6END AS6R. BOTANIC.AL NAME REMARKS HlJC,OLS QTY. C.OMMON NAME f<OOION; EXISTINcS TREE ET-I (PLAT ANUS RAc.EMOSA) PROTEC.T-IN-PLAc.E NIA 2 TO REMAIN EXISTINcS TREE ET-2 (G>UERC.US ARelFOLIA) PROTEC.T-IN-PLAc.E NIA ;! TO REMAIN TREE LE6END AS6R. BOTANIC.AL NAME SIZE REMARKS HlJC,OLS QTY. C.OMMONNAME <OOION; T-1 PLATANUS FI.AC.EMOSA 5b"E30X STANDARD M 4 C.ALIFORNIA S'T'C.AMoRE T-2 LAURI.JS NOBILIS 'SAFI.ATGeA' 56"60X STANDARD L " SAF1.AT0'5A 6AY LAUREL 6ROUNDCOVER. LE6END BOTANIC.AL NAME SIZE REMARKS HlJC,OLS GT'!'. C.OMMONNAME <OOION; TIJRF SOD 42" HIDE CONTACT, 2;!,G;!-4 TIFFY'IAY II 6'!' H!!!IT C,OAt/r ~ ROLLS ANTHON'!' FULIZZANO H S.F. (160) t,34-'5121 PLANT 5YMBOL LEGEND [,,1-TREE GUANTIT'r" [_BJ-TREE VARIET'T" lec.-1I-GROIJNl?GOVER VARIErr NOTES, LOCATION OF' AGRONOMIC SOIL TESTING ROOT 6ARRleR NOTE, 519': THE 5PEc.lFIC.ATION5 FOR C>ETAILEO INFORMATION ON THESE ITEMS. I. FOR eENEFI.AL PLANTINe NOTES AND PLANTINe DETAILS SEE SHEET L-6.01. 2. C.ONTFI.AC.TOR SHALL ESTABLISH A TREE PROTEC.TION ZONE (TpZ) FOR ALL EXISTINe TREES Y'IITHIN PROJEC.T LIMIT OF Y'IORK AND THOSE IMMEDIATELY ADJAc.ENT Y'IITHIN 10'. TPZ SHALL 6E REVIEY'IED AND APPROVED 6'!' THE' C.ITY AR60RIST. SEE SHEET L-6.0I FOR TPZ SPEc.S AND NOTES. 3. C.ONTFI.AC.TOR SHALL STAKE ALL FINAL LOC.ATIONS OF ALL PLANT MATERIAL FOR REVIEY'i AND APPROVAL FROM THE ENelNEER AND RJ6LIC. Y'IORKS, PRIOR TO PLANTINe. 4. PER PROJEC.T eEOTEC.H REPORT, Y'IHERE NEY'! TREES OR LAReE LAReE SHRIJ65 ARE TO 6E LOC.ATED INC.LOSE PROXIMITY OF NEY'! C.ONC.RETE FI..ATY'IORK, RlcSID MOISTIJRE / ROOT BARRIERS SHOULD 6E PLAc.ED AROUND THE' PERIMETER OF THE' FLATY'IORK TO AT LEAST 2 FEET IN DEPTH IN ORDER TO PROTEC.T THE' FI..ATY'IORK FROM POTENTIAL ROOT AND MOISTURE DAMAeE. EXISTINe MATURE TREES NEED FLATY'IORK SHOULD ALSO INc.LUDE RlcSID MOISTURE / ROOT BARRIERS PLAC.ED AT LEAST 2 FEET IN DEPTH 6ELOY'i THE TOP OF THE FLATY'IORK. SEE PLANS AND SPEC.S FOR LOC.ATIONS. NOTICE TO CONTRACTOR. C.ONTRAc.TOR SHALL 6E RESPONSIBLE FOR MAINTAININe PROTEc.TION OF ALL EXISTINe 5HRlJEl AND TURF AREAS TO REMAIN DURINe C.ONSTRUC.TION. DAMAeED SHRUe AND TURF AREAS SHALL 6E REPAIRED OR REPLAc.ED AT THE C.ONTFI.AC.TOR'S EXPENSE. TURF AREAS Y'IITHIN EXISTINe IRRlcSATION RENOVATION/RETROFIT ZONES AS INDIC.ATED ON THE' PROJEC,T IRRlcSATION PLANS SHALL BE MAINTAINED AND REPAIRED IF NEEDED Y'IITH NEY'! SOD . P-5272-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK C-8891-2 SHEET OF DESCRIPTION OF REVISIONSDATENO.APPROVED (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED:DRAWN: CHECKED:DATE: CS TP CS 2023-04-28 1 90% CD Submittal02/24/2023 SYNTHETIC TURF FIELD INSTALLATIONBENCHMARK: BASIS OF BEARINGS:PLANS 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 LICENS E D L A NDSCAPE A R C H I T E CT 08/31/2023 4/27/2023 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 22 REVIEWED: IRVINE RANCH WATER DISTRICT PLANTING DETAILS AND NOTES 16 L-6.01CALL TOLL FREE Dial 811 BEFORE YOU DIG 2 Tree Protection Zone (TPZ) The Tree Protection Zone (TPZ) is the area mound a tree or group of trees in which no grading or conslrnclion activity may m.x:ur. Lisled he low are minimal specifications for the TP7 at general constrnction sites. However, the Parks and Trees Superintendent or Urban Forester may add addiLional specifications for lhe TPZ depending upon Lhe spet:ies, condition of the tree, site conditions .. and development activities that may further impact the health of the tree. 1. The distance of the TI'Z from the tmnk of the protected tree will be 3 times mmk diameter, measured at 4 1/2 feet above grade diameter breast height (DBH). ffLhis distance is larger than the City right-of-way, generally only the area in the right-of- way will be ienced. o Example: 36" DBH x 3=108" or 9' 2. Once the TPZ has been established, no constnK"tion activity, storage of materials, dumping or parking is allowed within this area. Fencing materials (chain link, \Vire mesh or snow fencing) \Vill be used to enclose TPZ. TI1e material must be sturdy to withstand the constrnction period and discourage construcLion entry. A passageway will be lefl in the fence tu allow acce.;,s ror tree monilming and mamlcmmcc adivitics. 3. Prior to the installation of the fence, a water basin \\'lth site soil or two levels of sand bags arounci the tree will be established to retain water. The basin ·will be filled \Vith \Yater. minimally once per week. The basin is inside the fence. 4. Placement ofT to 4" of cour~e organic mulch will he arrl ied over the entire TPZ. The goal is to protect the tree and under no circumstances \Vill the TPZ be disturbed or violated wilhout authoriLation from lbe City orNewport Deach. If you have any questions or require additional assistance, please contact Kevin Pekar, Parks & Trees Superintendent at (949) 644-3197 or email kpckarra::ncwportbcachca.gov. We appreciate your cooperation. Appreciatively. City of Newport Tleach TREE PROTECTION ZONE SPECIFICATIONS :I'~ it :,: ~tt---++-----+l- 11 11 ' ,, ' I 11 _I I I b MICE 1~~1 ROOT6ALL DIAMETER SECTION N.T.5. ~~~ ti~ z rt ~ 0 ;: ~ ~"- ~ \) LE6END, (D TREE -CENTER IN PIT. @ LODGE POLE TREE STAKES PER SPECIFICATIONS (2 PER TREE). USE (12 FT LENGTH) STAKES. KEEP CLEAR OF ROOTSALL. REMOVE TOP OF STAKE TO 4" BELOW LOY'IEST BRANCH. SET STAKES PARALLEL TO PREVAILING WINDS. @ 2" WATER BASIN. © FINISH GRADE. ® AMENDED BACKFILL -REFER TO SPECIFICATIONS. @ PLANT TABLET -REFER TO SPECIFICATIONS FOR QUANTITY AND PLACEMENT. G) TREE TIES -2 V.I.T. TWIST BRACE (TS24/TS:36) SY S~NGEIOX, (800) 12"1-1:314. INSTALL USING 2-1/2" GALV. SCREWS. @ SET TOP OF ROOTSALL 2" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. G) SCARIFY SIDES AND BOTTOM OF PLANTING PIT. @ NATIVE UNDl511JRSED SOIL. NOTES, ® LODGE POLE TREE STAKES SHALL SE PLUMS OR ANGLED SLIGHTLY OUTWARD AFTER TREE TIES ARE IN PLACE, AS SHOWN. 5 TREE PLANTING THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CAMELBACK STREET BE I NG N 00° 00' 58" E AS SHOWN ON PARCEL MAP NO. 2001-140 FILED IN BOOK 326 PAGES 48 to 50 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3S-2.3-70R86 DESCRIBED BY OCS 2002 -FOUND .3 .3\4" OCS ALUMINUM BENCHMARK DISK STAMPED ".3S-23-70R86", SET IN THE NORTHWEST CORNER OF A 4.5 FT. 4 n. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF BISON AVENUE AND MACARTH~ BOULEVARD, 175 FT. WESTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 52 FT. SOUTHERLY OF THE CENTERLINE OF BISON AVENUE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 119.499' [NAVDBB, 2004 LEVELED] R MDESIGN GROUP (D @ @ © ® @ G) @ ® PLANTING NOTES ALL TREES WITHIN A SPEC-IES SHALL HAVE MATCHING 4 UNIFORM FORM. ALL LANDSC.APED AREAS TO RECEIVE .AJ.ITOMATED IRRIGATION. REFER TO PLANTING SPECIFICATIONS FOR SOIL PREPARATION, FERTILIZATION, MULc.HING, AND OTHER ADDITIONAL PLANTING INFORMATION. ALL PLANT MATERIAL SHALL SE APPROVED SY THE ENGINEER PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIALS SHALL SE SUBJECT TO THE APPROVAL OF THE ENGINEER. CONTRAc.TOR SHALL NOTIFY THE ENGINEER 48 HOURS PRIOR TO COMMENC-EMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. SEE DETAILS AND SPEC-IFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND ElAc.KFILL REQUIREMENTS. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRAc.TOR TO CONTAc.T ENGINEER FOR RESOLUTION. FAIWRE TO MAKE SUc.H CONFLICTS KNOWN TO THE ENGINEER WILL RESULT IN CONTRAc.TOR'S LIABILITY TO RELOCATE THE MATERIALS. CONTRAc.TOR SHALL 51.JSMIT FOR APPROVAL PHOTOS OF ALL BOXED TREES. PHOTOS SHOULD INCWDE A PERSON FOR SC.ALE RJRP05E5. ALL SOX TREES SHALL SE OF QUALITY AS DETERMINED SY THE OWNER/LANDSC.APE ARc.HITECT. MATERIAL FOUND UNSUITABLE FOR THE DESIGN OR SPECIFICATION INTENT WILL SE REJECTED. THE CONTRAc.TOR SHALL ALSO SUBMIT WRITTEN SPECIFICATIONS FOR ALL PLANT MATERIAL SPECIFIED ON THIS PROJECT PRIOR TO PLAc.lNG ORDER. FAILURE TO DO 50 COULD R!:SULT IN THE REPLAc.EMENT (AT CONTRAc.TOR'S EXPENSE) OF ANY PLANTS DETERMINED UNAc.CEPTASLE SY CITY/ LANDSC.APE ARC,HITECT. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PESTS OR PLANT DISEASES. PRE-SELECTED OR 'TAGGED' MATERIAL HJST SE INSPECTED SY THE CONTRACTOR AND CERTIFIED PEST AND DISEASE FREE. IT 15 THE CONTRAc.TOR'S OBLIGATION TO WARRANTY ALL PLANT MATERIALS PER THE SPECIFICATIONS. CONTRAc.TOR SHALL SE RESPONSIBLE FOR MAKING HIM/HERSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPELINES AND 5TRUC11JRE5. CONTRAc.TOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. CONTRAc.TOR SHOULD CALL UNDERGROUND SERVICE ALERT (2) FULL WORKING DAYS BEFORE COMMENC-ING ANY DIGGING. PHONE 811 FOR U.5.A CONTRAc.TOR SHALL NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT 15 OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCE5 EXIST THAT MAY NOT HAVE SEEN KNOWN DURING DESIGN. SUC-H CONDITIONS SHALL SE IMMEDIATELY SROJGHT TO THE ATTENTION OF THE CITY'S ENGINEER. THE CONTRAc.TOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NEC-ESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. CONTRAc.TOR SHALL SE RESPONSIBLE FOR ANY COORDINATION WITH SUElCONTRAc.TORS AND CONSTRIX,TION MANAGER AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. LANDSC.APE CONTRAc.TOR TO RECEIVE SITE GRADED TO +0.10. CONTRAC-TOR SHALL OBTAIN LETTER OF GRADE CERTIFICATION FROM OWNER PRIOR TO PROJECT EXECUTION. @ PLANT MATERIAL QUANTITIES ARE GIVEN FOR CONVENIENC-E ONLY. PLANT SYMBOLS AND SPECIFIED SPAc.lNG SHALL TAKE PRECEDENCE. CONTRAc.TOR SHALL VERIFY PLANT MATERIAL QUANTITIES PER PLAN. @) @ @ @ @) @ @ @) CONTRAC-TOR TO ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS -2% MINIMUM ALLOY'IED. AFTER ROJGH GRADES HAVE SEEN ESTABLISHED IN PLANTING AREAS, CONTRAc.TOR SHALL HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED SY DE51GNATION § (2 TOTAL). CONTRAC-TOR SHALL INFORM SOIL TESTING LAS OF THE PLANT MATERIAL SPECIFIED IN SOIL TESTING LOCATIONS (NATIVE TREES 4 SHRUBS, ORNAMENTAL TREES $ SHRUSS, PALM TREES, BERMUDA SOD, ETC.) 50 THAT APPROPRIATE PLANTING RECOMMENDATIONS CAN SE GIVEN. THESE SAMPLES SHALL SE TESTED SY I/IIAYPOINT ANALYTIC.Al.., OR APPROVED EQUAL. CONTACT JOE KIEFER Hl4) 282-8111 FOR SOIL FERTILITY, AGRIC.UL TURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS. TWO SAMPLES SHALL SE TAKEN AT EAGH LOCATION, (I) GROJND LEVEL TO 10" DEEP, (2) 24" TO :36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY I QUART OF SOIL AND SE LABELED PER LOCATION AND DEPTI-l. CONTRAc.TOR SHALL INSTALL SOIL PREPARATION AND ElAc.KFILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM OWNER. SUBMIT SOIL REPORT TO CITY'S ENGINEER PRIOR TO PLANTING. GROJND COVERS AND 5HRLIEl5 SHALL SE TRIANGULARLY SPAc.ED, UNLESS OTHERWISE INDICATED. ALL SOIL FOR LANDSC.APE PLANTING AREAS OR BERMS SHALL SE OBTAINED FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL SE NECESSARY, INDICATE 50URC,E LOCATION. SEE PROJECT GEOTECHNICAL REPORT. SOIL SHALL SE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. SOIL TESTING RESULTS SHALL SE SUSMI I I ED AND APPROVED PRIOR TO SOIL IMPLEMENTATION. ALL LANDSCAPED AREAS (EXCLUDING 11JRF) SHALL SE MULCHED WITH A :3" DEEP LAYER OF MULCH, PER SPECIFICATIONS, AT THE CONC-WSION OF PLANTING OPERATIONS. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL SE LOCATED NO FARTHER FROM OR CLOSER TO THE EDGE THAN ONE-HALF THE SPECIFIED ON-CENTER SPAc.lNG. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION, UPON PROVIDING SUPPORT PER DETAILS, THIS SHEET. ROOT BARRIER NOTE, ALL TREE5 PLANTED WITHIN 10' OF ANY HARDSC.APE ELEMENT (SIDEWALKS, WALLS, D.G., PAVERS, C.URSS, ETC.) SHALL RECEIVE ROOT BARRIER El'! OW: ~ CORP.". Hl4) 8"18-086:3. NUMBER OF PANELS PER TREE PER MANUFAc.11JRER'5 RECOMMENDATION. SEE SPECIFICATIONS. ALL MULCH AREAS ON SLOPES TO RECEIVE JUTE NETTING. SEE SPECIFICATIONS. CONTRACTOR SHALL SE RESPONSIBLE FOR MAINTAINING PROTECTION OF ALL EXISTING SHRUB AND 11JRF AREAS TO REMAIN DURING CONSTRUCTION. DAMAGED SHRUB AND 11JRF AREAS SHALL SE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. TURF AREAS WITHIN EXISTING IRRIGATION RENOVATION/RETROFIT ZONES AS INDICATED ON THE PROJECT IRRIGATION PLANS SHALL SE MAINTAINED AND R!:PAIR!:D IF NEEDED WITH NEW SOD. PER PROJECT GEOTECH REPORT, WHERE NEW TREES OR LARGE LARGE SHRUBS ARE TO ElE LOCATED IN CLOSE PROXIMITY OF NEW CONCRETE FLATWORK, RIGID MOISTURE/ ROOT BARRIERS SHOULD SE PLACED AROUND THE PERIMETER OF THE FLATWORK TO AT LEAST 2 FEET IN DEPTH IN ORDER TO PROTECT THE FLATWORK FROM POTENTIAL ROOT AND MOIS11JRE DAMA6E. EXISTING MATURE TREES NEED FLATWC>RK SHOULD ALSO INCLUDE RIGID MOISTURE/ ROOT BARRIERS PLACED AT LEAST 2 FEET IN DEPTH BELOW THE TOP OF THE FLATWC>RK. SEE PLANS AND SPECS FOR LOCATIONS. CONTRACTOR SHALL SECURE THE SERVICES OF A CERTIFIED ARSORIST ((CERTIFIED SY THE INTERNATIONAL SOCIETY OF ARSORICUL 11JR!:) / PALM TREE EXPERT FOR THE DURATION OF THE PR!:PARATION OF DIGGING, TRANSPORTING, PLANTING, AND MAINTENANCE. PRIOR TO PLANTING, ALL PALMS ARE TO SE INSPECTED SY THE CERTIFIED ARSORIST TO EVALUATE THE PALMS HEAL TH 4 VIGOR, 4 SHALL PROVIDE WRITTEN CERTIFICATION OF FINDINGS 4 RECOMMENDATIONS. SEE SPECIFICATIONS. PLANTING NOTES E-0.01 GENERAL NOTES,DETAILS & SYMBOL LIST 1/2" C - 3 #12 1" C - 7 #12 3/4" C - 4 #12 1" C - 8 #12 3/4" C - 5 #12 1 1/4" C - 9 #12 CONDUIT, INSTALLED CONCEALED IN OR UNDER FLOOR OR BELOW HOMERUN TO PANEL "B" FOR CIRCUITS 5, 7, 9 WITH SEPARATE NEUTRALS. 1/2" C - 2 #12 3/4" C - 6 #12 CONDUIT, INSTALLED CONCEALED IN WALL OR IN CEILING SPACE. PANELBOARD, ADJACENT LINE INDICATES PANEL FRONT. ADJACENT BALOON INDICATES PANEL DESIGNATION "A", SEE DRAWING E-3 FOR CIRCUIT BREAKER STATIONARY (NON-DRAWOUT), SECONDARY VOLTAGE. FUSED SAFETY SWITCH (DISCONNECT), HORSE POWER RATED. MOUNT ON WALL +45",OR ON EQUIPMENT +36". PROVIDE SWITCH AND FUSES SIZED JUNCTION BOX INDICATES CONNECTION TO EQUIPMENT AS REQUIRED, WIRE SINGLE POLE DOUBLE POLE TRIPLE POLE FURNISH, INSTALL TYPICAL UNLESS NOTED VOLTS VOLT AMPERES WEATHERPROOF NATIONAL NOT IN CONTRACT PHASE RECEPTACLE RIGID GALVANIZED 600 VOLTS AND (ALL SYMBOLS NOT NECESSARILY USED ON THESE DRAWINGS) ALL SYMBOL DESCRIPTIONS ARE SUBJECT TO MODIFICATION AS NOTED ON THE DRAWINGS. ELEVATIONS PRIOR TO ROUGH-IN. DUPLEX CONVENIENCE RECEPTACLE VERTICAL ON FLUSH WALL ISOLATED GROUND AND ISOLATED GROUND FAULT CIRCUIT INTERRUPTER. KILOVOLT AMPERES KILOWATT LONG CONTINUOUS LOAD LIGHTING MAIN CIRCUIT BREAKER MAIN LUGS ONLY GROUND FAULT PROTECTION FULL LOAD AMPS GROUND JUNCTION BOX EXISTING EQUIPMENT TO REMAIN CURRENT LIMITING CIRCUIT BREAKER AMPERES INTERRUPTING CONDUIT ONLY. CONNECTED DIAMETER EXHAUST FAN ELECTRICAL METALLIC TUBING AMERICAN WIRE GAUGE AMPERE CIRCUIT CIRCUIT BREAKER CONDUIT MOUNTING HEIGHT TO CENTER LINE DRAWING WHERE CALLOUT OCCURS. OF DEVICE FROM FINISH FLOOR OR ABOVE FINISH FLOOR ABOVE FINISH GRADE KEY NOTE CALLOUT. REFER TO CORRESPONDING NOTE ON GENERAL NOTES SYMBOL LIST CAPACITY (SYMMETRICAL) EXTERIOR GRADE E-0.01 E-1.01 E-2.01 E-2.02 E-2.03 E-2.04 GENERAL NOTES, DETAILS & SYMBOL LIST SITE ELECTRICAL PLAN ELECTRICAL SPECIFICATIONS SPORTS FIELD LIGHTING SPORTS FIELD LIGHTING SPORTS FIELD LIGHTING VERIFY EXACT LOCATIONS AND HEIGHTS OF OUTLETS WITH ARCHITECTURAL INTERIOR MOUNTED OUTLET BOX, +18". PER EQUIPMENT MANUFACTURER REQUIREMENTS. GRADE, 3/4" CONDUIT MINIMUM. AND CONNECT. STEEL OTHERWISE 1. THESES DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE INSTALLATION OF SYSTEMS. THE OMISSION OR EXPRESSED REFERENCE TO ANY ITEM OF LABOR OR MATERIALS REQUIRED FOR THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH PRESENT PRACTICE OF THE TRADE SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING SUCH ADDITIONAL LABOR AND MATERIALS. 2. THESE PLANS AND SPECIFICATIONS AND ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH ALL LEGAL AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING WITHOUT LIMITATION THE FOLLOWING: a. CALIFORNIA CODE OF REGULATIONS TITLE 24, PARTS 1 AND 2 (CALIFORNIA BUILDING CODE), 2022 EDITION. b. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 3 (CALIFORNIA ELECTRICAL CODE), 2022 EDITION. c. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 6 (CALIFORNIA ENERGY CODE), 2022 EDITION. d. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 9 (CALIFORNIA FIRE CODE), 2022 EDITION. e. OTHER REGULATING AGENCIES WHICH MAY HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. f. THE ELECTRICAL SYSTEMS FUNCTIONALITY STANDARDS SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE (THE "RIGHT TO REPAIR ACT"). g. THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS FOR ANY INCORPORATED PRODUCTS. h. THE MOST CURRENT APPROVED ISSUES OF ANY NOTED SPECIFICATIONS, CODES AND STANDARDS, INCLUDING SUPPLEMENTS, UNLESS NOTED OTHERWISE. 3. THE PLANS REPRESENT ONLY THE FINISHED ELECTRICAL SYSTEMS, AND THEY ARE NOT INTENDED TO INDICATE OR REQUIRE ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. 4. IN USING THE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, THE CONTRACTOR IS REQUIRED TO REVIEW ALL OF THE PROJECT'S CONSTRUCTION DOCUMENTS AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT ITS PORTION OF THE ELECTRICAL WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICABLE TO OTHER TRADES. IN CASE OF CONFLICTS, THE CONTRACTOR SHALL EITHER OBTAIN DIRECTION FROM AN APPROPRIATE OWNER REPRESENTATIVE OR OTHERWISE APPLY THE MORE STRINGENT REQUIREMENT. 5. IN INTERPRETATING THE PLANS, THE FOLLOWING GENERAL RULES APPLY: a. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. b. SCALED DIMENSIONS AND GRAPHICALLY SHOWN LOCATIONS ARE TO BE CONSIDERED ONLY APPROXIMATE, FIELD VERIFY DIMENSIONS PRIOR TO BID. c. BECAUSE THE PLANS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY-STANDARD LEVEL OF QUALITY AND DETAIL, AND THEREFORE ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR CLARIFICATION AND INFORMATION, ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER REPRESENTATIVE IN A TIMELY MANNER AND ASSUMES THE RISK OF THE CONSEQUENCES OF FAILING TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING. d. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION, AND NOTIFY THE CITY PROJECT MANAGER IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES. 6. SUBMITTALS REVIEWED BY THE ELECTRICAL ENGINEER, IF AT ALL, DOES NOT RELIEVE OR LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FOR AN INAPPROPRIATE SUBMITTAL. 7. IN NO EVENT WILL ANY SITE VISITS BY THE ELECTRICAL ENGINEER CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION SAFETY, AND ALL SUCH MATTERS SHALL REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8. LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN AND CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR CONDUIT, ETC. AND TO PREVENT HAZARD TO PERSONNEL AND/OR DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE CITY'S PROJECT MANAGER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY'S PROJECT MANAGER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 9. REFER TO THE DRAWINGS AND SHOP DRAWINGS OF OTHER TRADES FOR ADDITIONAL DETAILS WHICH AFFECT THE PROPER INSTALLATION OF THIS WORK. 10. THE DRAWINGS INDICATE, IN A DIAGRAMMATIC MANNER, THE DESIRED LOCATIONS AND ARRANGEMENT OF THE COMPONENTS OF ELECTRICAL WORK. DETERMINE EXACT CONDUIT ROUTING, CONDUIT BENDS, AUXILIARY JUNCTION BOXES, SUPPORTS AND UNDEFINED CONSTRUCTION DETAILS AS A JOB CONDITION TO BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODE REQUIREMENTS. PROPER JUDGEMENT MUST BE EXERCISED IN EXECUTING THE WORK SO AS TO SECURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACE LIMITATIONS OR INTERFERENCE OF CONDITIONS ENCOUNTERED. 11. IN THE EVENT CHANGES IN THE INDICATED LOCATIONS OR ARRANGEMENTS ARE NECESSARY, DUE TO DEVELOPED CONDITIONS IN THE BUILDING CONSTRUCTION OR REARRANGEMENT OF EQUIPMENT, SUCH CHANGES SHALL BE MADE WITHOUT COST PROVIDING THE CHANGE IS ORDERED BEFORE THE CONDUIT RUNS, AND WORK DIRECTLY CONNECTED TO SAME IS INSTALLED AND NO EXTRA MATERIALS ARE REQUIRED. 12. PROVIDE ALL EQUIPMENT WITH ENCLOSURES LISTED OR LABELED FOR USE AND LOCATION WHERE SUCH EQUIPMENT IS INSTALLED. 13. GROUNDING SHALL BE EXECUTED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS, BOTH OF THE STATE OF CALIFORNIA AND LOCAL AUTHORITIES HAVING JURISDICTION. 14. PROVIDE GROUND WIRE IN EACH CONDUIT CONTAINING CIRCUITS FEEDING RECEPTACLES. THE CONDUIT SHALL NOT BE PERMITTED TO SERVE AS THE ONLY ELECTRICAL GROUND RETURN PATH. 15. PROVIDE HANDLE TIES AT CIRCUIT BREAKERS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS OF MULTI-WIRE BRANCH CIRCUITS WITH A SHARED NEUTRAL. 16. UNLESS NOTED OTHERWISE ALL 120 VOLT HOMERUNS OVER 100 FEET SHALL BE #10 AWG MINIMUM, OVER 175 FEET SHALL BE #8 AWG MINIMUM. ADJUST CONDUIT SIZE ACCORDINGLY. 17. NOTIFY THE CITY'S PROJECT MANAGER IN WRITING WHEN INSTALLATION IS COMPLETE AND THAT A FINAL INSPECTION OF THIS WORK CAN BE PERFORMED. IN THE EVENT DEFECTS OR DEFICIENCIES ARE FOUND DURING THIS FINAL INSPECTION, THEY SHALL BE CORRECTED TO THE SATISFACTION OF THE CITY'S PROJECT MANAGER BEFORE FINAL ACCEPTANCE CAN BE ISSUED. TYPICAL. PANEL SCHEDULE. NEUTRAL ELECTRICAL CODE LESS FB A E n g i n e e r i n g / P l o t D a t e : 4 / 2 7 / 2 0 2 3 5 : 0 8 P M / P l o t t e d b y : B l a k e M e e c h / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 6 4 \ 5 3 5 0 6 4 _ E - 0 . 0 1 . d w g 150 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: 535.064 P-5272-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK C-8891-2 SHEET OF DESCRIPTION OF REVISIONSDATENO.APPROVED (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED: DRAWN: CHECKED: DATE: CS TP CS 2023-04-28 1 90% CD Submittal02/24/2023 SYNTHETIC TURF FIELD INSTALLATIONBENCHMARK: BASIS OF BEARINGS:PLANS 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 ECT 08/31/2023 4/27/2023 S T A T E OF C A L I F O R N IA C RAIGD.SEN S E N BA CH LICENS E N O . 2 5 4 7 22 REVIEWED: IRVINE RANCH WATER DISTRICT SINGLE LINE DIAGRAM 1SCALE NONE 400A 3P NOTE: ALL ELECTRICAL SHOWN IS EXISTING U.N.O EX. SCE CO. SERVICE EXISTING CONDUITE (E) TRANSFORMER "XLA" 480//120/208V-3PH-4W 15KVA X LA-20 NEW MUSCO LIGHTING CONTROL PANEL REMOVE EXISTING RELAY CONTROLS AND REPLACE WITH MUSCO LIGHTING CONTROL PANEL (E) CONDUIT AND WIRING TO SPORTS LIGHTING POLES (E)MAIN SWITCHBOARD 480/277V-3PH-4W 400AMPS KEY NOTES DISCONNECT SPORTS LIGHTING CIRCUITS EXTEND AND RECONNECT TO NEW MUSCO LIGHTING CONTROL PANEL. PROVIDE NEW 20A, 1P CIRCUIT BREAKER AT AVAILABLE SPACE IN PANEL LA. MATCH A.I.C. RATING AND BREAKER TYPE WITH EXISTING. LOAD SUMMARY EX. LOAD PANEL A ................................................. 83.2 KVA REMOVED SPORTS/SECURITY LIGHTING .......... -83.2 KVA NEW LED SPORTS/SECURITY LIGHTING ............ +45.5 KVA TOTAL= 45.5 KVA 55 AMPS 17 0 0 . I= (' "' 1 . . • ,. C.0 1 I Cl Rf ,~ 1 I .~ ,, 9) I M PANEL A 0 - I I i I L_J RELAY PANEL i I CAB'T I LA L_J L_J 10 )0 , 0 ' 0 ... SHEET INDEX =€) ~ / A' ~ /\ 0 0 ( 't__ 111111 8-5,7,9 +45" G)------ A.F.F. A.F.G. AWG AMP, A A.I.C. CIRC.,CKT. CB C CLCB c.o. CONN DIA EMT EF (E) FLA GFI GFP GRD IG J-BOX KVA KW LCL LTG, LTS MCB MLO , ' " " 1111 11111 111 111 1111 111 1111 1111 111 111 111 NEC NIC PH. or cp PROVIDE REC, RECEPT RGS SECONDARY TYP U.N.O. V VA WP w 1P 2P 3P • S2 2 (E) A-2,4,6 3 (E) A-254 S3 2 (E) A-2,4,6 3 E E C2 2 (E) A-7,9,11 3 (E) A-254 E E B2 (E) A-254 2 3(E) A-7,9,11 (E) PULLBOX (TYP.) E E (E) MAIN SWITCHBOARD (E) RELAY CABINET 1 E A2 E E E (E) CONDUIT & WIRING TO RELAY CABINET A1 2 (E) A-14,16,18 3 2 3(E) A-14,16,18 E E B1 2 (E) A-19,21,23 3 E E C1 2 (E) A-8,10,12 3 E E S1 2 (E) A-8,10,12 3 E E E-1.01 SITE ELECTRICAL PLAN FB A E n g i n e e r i n g / P l o t D a t e : 4 / 2 7 / 2 0 2 3 5 : 0 8 P M / P l o t t e d b y : B l a k e M e e c h / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 6 4 \ 5 3 5 0 6 4 _ E - 1 . 0 1 . d w g 150 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: 535.064 P-5272-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK C-8891-2 SHEET OF DESCRIPTION OF REVISIONSDATENO.APPROVED (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED: DRAWN: CHECKED: DATE: CS TP CS 2023-04-28 1 90% CD Submittal02/24/2023 SYNTHETIC TURF FIELD INSTALLATIONBENCHMARK: BASIS OF BEARINGS:PLANS 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 ECT 08/31/2023 4/27/2023 S T A T E OF C A L I F O R N IA C RAIGD.SEN S E N BA CH LICENS E N O . 2 5 4 7 22 REVIEWED: IRVINE RANCH WATER DISTRICT 1. LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN AND CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING, OR CONDUITS, ETC., AND TO PREVENT HAZARDS TO PERSONNEL AND/OR DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES, WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER, THE ENGINEER SHOULD SEARCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY. 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ANY EXISTING UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO COMMENCEMENT OF WORK BY CONTACTING UNDERGROUND SERVICE ALERT (U.S.A.) AT 1(800) 422-4133, OR OTHER LOCAL APPLICABLE UNDERGROUND SERVICE ALERT AGENCIES. 3. THE DRAWINGS ILLUSTRATE LOCATIONS OF EQUIPMENT AND ASSEMBLIES, PULLBOXES, MANHOLES, HANDHOLES, AND VAULTS, INCLUDING OTHER ELECTRICAL UNDERGROUND STRUCTURES AND PATHWAYS. CONTRACTOR SHALL CLOSELY COORDINATE EXACT LOCATIONS AND MOUNTING DEPTHS OF ALL DEVICES, STRUCTURES AND PATHWAYS WITH OTHER TRADES PRIOR TO PLACEMENT, TO ENSURE FINAL LOCATIONS ARE OUTSIDE FEATURE LANDSCAPE AND ARCHITECTURAL AREAS AND ARE NOT IN CONFLICT WITH THE INSTALLATION OF MATERIALS BY OTHER TRADES. 4. SEE ARCHITECTURAL, CIVIL AND LANDSCAPE PLANS FOR EXACT LOCATION OF FIXTURES, PULLBOXES, MANHOLES, OTHER ELECTRICAL EQUIPMENT AND DEVICES, ETC. COORDINATE ALL UNDERGROUND STRUCTURES AND CONDUIT ROUTING WITH ARCHITECT OR OWNERS' REPRESENTATIVE PRIOR TO ROUGH-IN, TO ENSURE SUCH ITEMS ARE NOT PLACED IN PLANTING / HARDSCAPE AREAS. 5. ALL EQUIPMENT LOCATED OUTDOORS SHALL BE WEATHERPROOF, NEMA 3R RATED. SITE PLAN GENERAL NOTES REPLACE WITH NEW MUSCO LIGHTING CONTROLLER. REMOVE AND REPLACE EXISTING SPORTS LIGHTS WITH NEW MUSCO LED SPORTS LIGHT FIXTURES. DISCONNECT EXISTING CIRCUIT AND RECONNECT TO NEW SPORTS LIGHT FIXTURES. DISCONNECT EXISTING CIRCUIT AND RECONNECT TO NEW SECURITY LIGHT FIXTURE. 1 2 3 4 KEY NOTES 18 C ,0 1 I C I Rff'.JRf • -Rf - c31 I --- 0 0 -------- - ----- -- 0 ------------ ------ ,-...,:...:: '8 k 58 :JF :C/·,PCEL 1/,\F'.: II\I --------------- 0 ---------.............._ ------------0 ------------- ---------- ------ 0 --------- -- 0 0 / / - 0 I I I I ----...._ I ) • I I I I I I I I l I I I I I I I I I I ------"~ ( I I I I I I 0 0 0 0 0 • PART 1.00 GENERAL 1.02 SCOPE A. Work Included: All labor, materials, appliance, tools, equipment, facilities, transportation, and service necessary for, and incidental to, performing all operations in connection with furnishing, delivery, and installation of the work of this Section, complete, as shown on the Drawings and/or specified herein. 1.03 GENERAL SUMMARY OF ELECTRICAL WORK A. The Specifications and Drawings are intended to cover a complete installation of systems. The omission of expressed reference to any item of labor or materials for the proper execution of the work in accordance with present practice of trade shall not relieve the Contractor from providing such additional labor and materials. B. Refer to the Drawings and Shop Drawings of other trades for additional details which affect the proper installation of this work. C. The Electrical Drawings are diagrammatic in many respects. It is not within the scope of these Drawings to show all necessary bends, offsets, or pullboxes required. Sizes and locations of equipment and wiring may be distorted for clarity on the Drawings. Exact locations of all equipment shall be shown on Landscape Drawings, as dimensioned on Plans, or as approved by City's Project Manager. D. Before submitting a bid, the Contractor shall familiarize himself with all features of the existing site, and all Drawings which may affect the execution of the work. No extra payment will be allowed for failure to obtain this information. 1.04 LOCATIONS OF EQUIPMENT A. The Drawings indicate diagrammatically the desired locations of arrangements of conduit runs, outlets, equipment, etc., and are to be followed as closely as possible. Proper judgment must be exercised in executing the work so as to secure the best possible installation in the available space and to overcome local difficulties B. The Drawings indicate approximate locations of existing conduits. The exact routing shall be verified in field and length of conductors shall be adjusted to the length required. C. Coordinate and cooperate in every way with other trades in order to avoid interference and assure a satisfactory job. 1.05 QUALITY ASSURANCE, STANDARDS AND SYMBOLS A. Work and materials in full accordance with the latest rules and regulations of the California Code of Regulations, Title 24, Title "8 Division of Industrial Safety", the City of Burbank, California Electrical Code, the National Life Safety Code, pertinent N.F.P.A. Publications and other Federal State or other City Agencies Having Jurisdiction. B. Keep a copy of all applicable Codes available at the job site at all times while performing work under this Section. Nothing in Plans or Specifications shall be construed to permit work not conforming to the most stringent of Codes. C. Should any changes be necessary in the Drawings or Specifications to make the work comply with these Requirements, the Contractor shall notify the City's Project Manager at once in writing and cease work in parts of the Contract which are affected. 1.06 SUBMITTALS A. Material Lists and Shop Drawings 1. Submit Shop Drawings for all electrical items except installation materials such as conduit, conduit fittings, outlet boxes, 600-volt conductors, wiring devices, etc. 2. Submittals which are intended to be reviewed as a substitution or departure from the Contract Documents must be specifically noted as such or the Requirements of the Contract Documents will prevail, regardless of the acceptance of the submittal. 3. Shop Drawings shall include Dimensioned Plans, elevations, details, wiring diagrams and descriptive literature of component parts where applicable. Structural calculations and mounting details, signed by Structural Engineer registered by the State of California, shall be submitted for all equipment weighing over 400lbs and shall be in compliance with Title 21 of the California Administrative Code. 1.07 RECORD DRAWINGS A. Provide and maintain in good order a complete set of Electrical Contract prints. Changes to the Contract to be clearly recorded on this set of prints. At the end of the project, the Contractor shall transfer all changes to one set reproducible Drawing to be delivered unfolded to the City's Project Manager. B. The Contractor shall keep the "As-Built" Prints up to date current with all work performed. 1.08 CLEANING EQUIPMENT, MATERIALS, PREMISES A. All parts of the equipment shall be thoroughly cleaned of dirt, rust, cement, plaster, etc., and all cracks and corners scraped out clean. Surfaces to be painted shall be carefully cleaned of grease and oil spots and left smooth, clean and in proper condition to receive paint finish. 1.09 JOB CONDITIONS - PROTECTION A. Protect all work, materials and equipment from damage from any cause whatever and provide adequate and proper storage facilities during the progress of the work. Provide for the safety and good condition of all the work until final acceptance of the work by the Owner and replace all damaged or defective work, materials and equipment before requesting final acceptance. 1.10 CUTTING AND PATCHING A. Perform cutting and patching on the construction work which may be required for the proper installation of the electrical work. Patching shall be of the same material, workmanship and finish as specified and accurately match surrounding work to satisfaction of the City's Project Manager. 1.11 IDENTIFICATION A. Cardholders and cards shall be provided for circuit identification in panelboards. Cardholders shall consist of a metal frame retaining a clear plastic cover permanently attached to the inside of panel door. List of circuits shall be typewritten on card. Circuit description shall include name or number of circuits, area, and connected load. 1.13 ELECTRICAL WORK CLOSEOUT A. Prepare the following items and submit to the Architect before final acceptance. 1. Two copies of all test results as required under this Section. 2. Two copies of Local and/or State Code Enforcing Authorities final inspection certificates. 3. Copies of As-Built Record Drawings as required under the General Conditions, pertinent Division One Section and Electrical General Provisions. 4. Two copies of all receipts transferring portable or detachable parts to the Owner when requested. ELECTRICAL SPECIFICATIONS PART 2 - PRODUCTS 2.01 CONDUIT A. Rigid metal conduit: Steel, hot-dip galvanized, sherardized or zinc coated. B. Intermediate Steel Conduit (IMC): Steel, hot-dip galvanized, sherardized or zinc coated. Couplings and connectors shall be threaded and rated "liquid tight". C. Electrical metallic tubing: Steel, galvanized or sherardized. Couplings and connectors, seamless steel construction and of the set screw or watertight compression type equal to Thomas & Betts Co. #5123 or #5031 Series, complete with insulated throats. D. Flexible Conduit: Steel, galvanized. Connector shall be equal to Thomas & Betts Co. #3312 and/or #3332 Series, complete with insulated throat. E. Liquid-tight flexible conduit: Sealtite Type U.A. with Appleton Series "ST" connectors. F. Rigid Non-Metallic Conduit (RNMC): 1. Polyvinyl Chloride (PVC)-RNMC a. PVC-Schedule 40 heavy wall construction. b. PVC-Schedule 80 extra heavy wall construction. c. PVC-Type EB. 2. RNMC fittings connecting to metallic raceways shall be provided with a ground/bond jumper connection. G. Conduit Bodies: Provide types and sizes as required for the location and application. Covers shall be gasketed and secured with corrosion resistant screws. 2.02 WIRE AND CABLE A. Copper conductors: #12 AWG minimum unless specifically noted otherwise on the Drawings. Conductors #10 AWG and smaller shall be solid and #8 AWG and larger shall be stranded. Type of wire as noted on Drawings or as follows: 1. Type THWN/THHN insulation used for all conductors unless otherwise noted. 2. Type THHN insulation used for circuit conductors installed in fluorescent lighting fixture raceways, for conductors connected to the secondary of fluorescent or mercury vapor fixture ballast or other hot locations. 3. Type XHHW or THWN insulation shall be used where conductors are installed in conduit exposed to the weather. 4. The following color code for 120/208-volt branch circuits: Neutral - White (Tape feeder neutrals with white tape near connections); Ground - Green; Isolated Ground - Green with yellow stripe; Phase A - Black; Phase B - Red; Phase C - Blue. 5. Feeders identified as to phase or leg in each panelboard with printed identifying tape. PART 3 - EXECUTION 3.01 GROUNDING A. Grounding shall be executed in accordance with all applicable Codes and Regulations and local authorities having jurisdiction. B. Provide ground conductor in all branch circuit conduits serving receptacle loads. C. Ground conductors for branch circuit wiring shall be attached at each outlet to the back of the box using drilled and tapped holes and washer head screws, 6-32 or larger. D. Each panelboard, switchboard, pullbox or any other enclosure in which several ground wires are terminated shall be equipped with a ground bus secured to the interior of the enclosure. The bus shall have a separate lug for each ground conductor. No more than one conductor shall be installed per lug. 3.02 CONDUIT A. The sizes of the conduits for the various circuits as indicated on the Drawings and as required by Code for the size and number of conductors to be pulled therein. Open ends capped with approved manufactured conduit seals as soon as installed and kept capped until ready to pull in conductors. Where running thread unions are necessary, only approved manufactured conduit unions used. No bends or offsets will be permitted unless absolutely necessary. Conduits to be concealed except as noted otherwise. B. Rigid steel conduit or intermediate metal conduit shall be used where placed underground in concrete, in brick or masonry walls or exposed on roofs. Rigid steel conduit shall not be installed in direct contact with the earth or sand. Conduits installed in a wet, or exposed location in concrete have threads filled with red lead. For short runs of conduits installed in the ground and with Architect's approval, conduits may be "half" lapped with polyvinyl chloride tape equal to Scotch Wrap. Joints to be "double" wrapped. Tape shall be 10 mil. thick. C. Electrical metallic tubing up to and including 4 inch may be installed as permitted by Codes reference within Specification. D. Flexible conduit may be installed as permitted by Codes referenced within Specifications. Sealtite, flexible conduit used for final connections to motors and in wet, damp or outdoor areas where Drawings indicate the use of flexible conduit. E. Conduits throughout the work shall be securely and rigidly supported. Supports placed not more than 10-feet apart and with a support provided not more than 3-feet from any outlet or bend. F. RNMC Installation Locations RNMC conduit and RNMC fittings shall be installed in the following locations containing only "non-hazardous material": 1. Underground, concealed below earth grade, unless specifically noted or specified otherwise. 2. Exposed on utility service poles, for pole risers at 9-feet or higher above finish grade, Schedule 80 PVC only. 3. RNMC type "EB" conduit(s) shall be concrete encased along the entire length of the conduits for all installation locations. G. Conduit over metal channel, lath and plaster ceilings securely tied to the furring channels with #16-gauge galvanized wire ties space not over 4-feet apart. H. Conduit placed against concrete above ground fastened to the concrete with pipe straps or one-screw conduit clamps attached to the concrete by means of expansion screw anchors and screws. I. Conduits which are installed at this time and left empty for future shall have polyvinyl rope left in place for future use. J. Conduit stub ups shall be provided with insulated throat bushings K. Conduit exposed shall be run at right angles or parallel to the walls or structures. All changes in direction, either horizontally or vertically shall be made with conduit outlet bodies as manufactured by Crouse Hinds or equal. Conduits run on exposed beams or trellis work shall be painted to match surrounding surfaces. Conduits run exposed on roofs shall be rigid steel or intermediate metal conduit and shall be installed on 4 x 4 redwood sleepers, maximum 5-foot on centers. Sleepers shall be set on non-hardening mastic. L. Conduit Separation: 1. Conduit installed underground or below building slab without full concrete encasement: Shall be separated from adjacent conduits of identical systems (i.e., signal to signal, data to data, power to power, control to control etc.) by a minimum of 3-inches. Conduits of non-identical systems (i.e., signal to power; data to power; power to control; signal to control, etc.) shall be separated by a minimum of 12-inches. 2. Conduit installed underground with full concrete encasement; shall be separated from adjacent conduits of similar systems (100 volt and less) by a minimum of 2-inches; conduits for non-power systems (100 volts and less to ground) shall be separated by a minimum of 6-inches from power circuits (over 100 volts to ground); conduits for power circuits shall be separated from adjacent conduits of similar power systems (over 100 volts to ground) by a minimum of 3-inches. 3. Separation of conduits entering termination points or crossing other conduits may be reduced as required within 60-inches of the termination or crossing points. 4. Conduits containing Utility Company service circuits (i.e., electrical power, telephone, or cable television) shall be separated a minimum of 12-inches from all other utilities and conduits, with or without concrete encasement, metallic or non-metallic conduit, above grade or underground conduit locations. O. Conduit Installed Underground: 1. Three or more underground conduits occupying the same trench shall be separated and supported on factory fabricated, non-metallic, duct/conduit support spacers. The spacers shall be modular, keyed interlocking type, "Built-Up" to accommodate quantity, size orientation and spacing of installed conduits. The spacers shall maintain a constant distance between adjacent conduit supports and hold conduits in place during trench backfill operations. Minimum support spacer installation interval along with length of the conduits shall be as follows: a. Concrete encased conduits, not less than 8-feet on center. b. Non-concrete encased conduits, not less than 5-feet on center. 2. Provide trenching, excavation, shoring and Back-filling required for the proper installation of underground conduits. Tops of backfill shall match finish grade. 3. Bottoms of trenches shall be cut parallel to “Finish Grade” elevation. Make trenches 12-inches wider than the greatest diameter of the conduit. 4. Back-filling Trenches for Conduits without Concrete Encasement Requirements. a. Conduits which are not required by the Contract Documents to be concrete encased and are located exterior to building slab, shall be set on a 3-inch bed of damp clean sand. Conduit trenches shall be backfilled to within 12-inches of finished grade with damp sand after installation of conduit is completed. Remainder of backfill shall be native soil. b. Conduits located under a building which are not required by the Contract Documents to be concrete encased, shall be completely backfilled and compacted with clean damp sand to the same level as the building foundation pad. c. Provide a continuous yellow 12-inches wide flat plastic tracer tape, located 12-inches above the conduits in the trench. The tracer tape shall be imprinted with “Warning-Electric Circuits” a minimum of 24-inches on center. 5. Backfill material: a. Sand backfill shall be clean with no clay or organic materials, free of State of California and EPA defined toxic constituents, total chloride content less than 500 ppm, total sulfate content less than 150 ppm, sand pH greater than 4.5 and less than 9.0. Sand and native soil backfill of trenches shall be machine vibrated in 6-inch lifts to provide not less than 90% compaction of backfill. b. Native soil backfill shall have no gravel or stones, and no organic matter of aggregate greater than 1-inch. c. Concrete mix and slurry mix backfill shall be machine vibrated during installation to remove “Air-Voids”. d. The slurry mix shall consist of concrete, clean gravel, clean sand and clean water mixture, 1000psi compressive 28-day cure strength. Maximum shrinking of slurry mix shall not exceed 5% wet to dry. 6. Installation depth below finish grade of underground conduits and underground raceways. In no condition/location less than 12-inches below winter underground frost-line. Underground depth dimensions shall be measured from finish top of grade elevation to top of all underground conduits/raceways, typical except under buildings. a. Under non-traffic areas not covered with paving or concrete, not less than 24-inches underground. b. Under traffic areas including roads and parking areas, not less than 36-inches underground. c. Under public/private transit system right-of-way and railroad right-of-way, not less than 48-inches underground. 7. Conduit crossing existing underground utilities shall cross below the bottom depth of the existing utilities. If the top portion of the existing utility depth below finish grade exceeds 72-inches and the specified separation and depths are maintained when crossing over the top of the existing underground utility, the conduit may cross above the existing underground utility. 8. Provide long radius horizontal bends (minimum radius of 36-times the conduit diameter) in underground conduits where the conduit is in excess of 100-feet long. 9. Conduits installed below grade and on grade below buildings, shall not be smaller than 0.75-inch. 10. Underground conduits entering a building shall be sloped. The conduit direction of slope shall be away from the building and shall prevent water in the conduit from “Gravity Draining” towards the building. The conduit slope “High Point” shall originate from the building, out to the first exterior pullbox, manhole etc. exterior conduit termination “Low Point”. The minimum slope angle shall be a constant 8-inches (or greater) of fall for each 100-feet of conduit length. 11. Raceway/Conduits, which are installed at this time and left empty for future use, shall have 0.25-inch diameter polyvinyl rope left in place for future use. The pull rope shall be 500-pounds minimum tensile strength. Provide a minimum of 5-feet of slack at each end of pull ropes. 3.03 WIRE AND CABLE A. Branch circuit and fixture joints for #10 AWG and smaller wire shall be made with UL-approved connectors listed for 600 volts, approved for use with copper and/or aluminum wire. Connector to consist of a cone-shaped, expandable coil spring insert, insulated with a nylon shall and 2 wings placed opposite each other to serve as a built-in wrench or shall be molded one-piece as manufactured by "Scotchlok". B. Branch circuit joints #8 and larger screw pressure lugs made of high strength structural aluminum alloy and UL-approved for use with both copper and/or aluminum wire as manufactured by Thomas & Betts. C. Splices insulated with plastic splicing tape, half-lapped and at least the thickness of the wire insulation. Tape shall be fresh and quality equal to Scotch. D. Correspond each circuit to the branch number indicated on the panel schedule shown on the Drawings except where departures are approved by the Architect or the Owner's Inspectors. E. Wiring within panel enclosures to be neatly grouped and laced with Thomas & Betts "Ty-rap" spaced 3" apart and fanned out to the terminals. Tag all spare conductors. E-2.01 ELECTRICAL SPECIFICATIONS FB A E n g i n e e r i n g / P l o t D a t e : 4 / 2 7 / 2 0 2 3 5 : 0 8 P M / P l o t t e d b y : B l a k e M e e c h / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 6 4 \ 5 3 5 0 6 4 _ E - 2 . 0 1 . d w g 150 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: 535.064 P-5272-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK C-8891-2 SHEET OF DESCRIPTION OF REVISIONSDATENO.APPROVED (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED: DRAWN: CHECKED: DATE: CS TP CS 2023-04-28 1 90% CD Submittal02/24/2023 SYNTHETIC TURF FIELD INSTALLATIONBENCHMARK: BASIS OF BEARINGS:PLANS 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 ECT 08/31/2023 4/27/2023 S T A T E OF C A L I F O R N IA C RAIGD.SEN S E N BA CH LICENS E N O . 2 5 4 7 22 REVIEWED: IRVINE RANCH WATER DISTRICT 19 I= C .0 1 I C I (' "' 1 . • Hff'.JRf u1 ( ) ,. Rf I '8 k SC :JF :C/·,PCEL 1/,\F'.: II\I C:,Tl'IT 111 Ir·-,,:~ I\ ,x( "', H OFT CE :JF TH COvl•I "iF1' ;,_s '.~ l:"',\:1--_ =?E::O~CEP :JF 1T•,J ,:,,c1TI 8F \'•ICE ... • E-2.02 SPORTS FIELD LIGHTING FB A E n g i n e e r i n g / P l o t D a t e : 4 / 2 7 / 2 0 2 3 5 : 0 8 P M / P l o t t e d b y : B l a k e M e e c h / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 6 4 \ 5 3 5 0 6 4 _ E - 2 . 0 2 . d w g 150 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: 535.064 P-5272-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK C-8891-2 SHEET OF DESCRIPTION OF REVISIONSDATENO.APPROVED (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED: DRAWN: CHECKED: DATE: CS TP CS 2023-04-28 1 90% CD Submittal02/24/2023 SYNTHETIC TURF FIELD INSTALLATIONBENCHMARK: BASIS OF BEARINGS:PLANS 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 ECT 08/31/2023 4/27/2023 S T A T E OF C A L I F O R N IA C RAIGD.SEN S E N BA CH LICENS E N O . 2 5 4 7 22 REVIEWED: IRVINE RANCH WATER DISTRICT 20 EQUIPMENT LIST FOR AREAS SHOWN luminairi:> LOCATION Si!E Al ti()' GIIJ\ll NOONTING LUM HAR Q ELEVATION ~l;cHT~+-~"'TYPE PCLE 10' TLC-l!T-575 1 60' TLC-LED-5SO 3 A2 60' rn TLC-BT-S75 235' CREE OSQ 1 Bl 80' 60' TLC-lfD-550 3 ,,>,--+~TLC·LED·1200 3 10' TLC.-l!T-575 80' TLC·L[D-550 62 70' 70' TLC ·LED· 1200 2 10' TLC-l!T-575 1 70' TLC-LED-550 2 Cl 80' 80' TLC-LED-SSO 1 JO' TLC-l>T--575 2 80' TLC-LED-1200 4 10' TLC-BT--575 235' CRF.EOSQ 70' TLC·LED--550 HI$ OTHER ~ID I GROIJS_ ' " ' " " ' ' 0 ' 0 ' 0 ' " ' " ' 0 ' " ' " ' " 28 31 32 37 34 35 35 37 35 37 ~ o· ,00' ENGINEERED DESIGN By: Vashon Alexa nder· File #215131A • 14-Feb-23 EQUIPMENT LIST FOR AREAS SHOWN '""' LOCATI~ SIZE El.£VAT10N B1 80'~0' " SO' " ' HEIGHT BO' '"' "'' BC' '"' ""' '"' ,,- 23.52' Luminalres ' TYFE POLE GRll GRIDS TLC-LED-1200 3 3 0 TLC·BT--575 1 Q 1 1JC~LEO·S50 -t--t'e-t-S"-t-' TLC-LE0-550 1 1 0 TLC·BT•S7S 2 2 O TLC-LED-1200 4 4 0 TLC-LEOC,sCs,CC---t~,c-r-s,--t-', TLC·LED-1200 2 2 0 CREE OSQ Q TLC-LED.SSQ 100' ENGINEERED DESIGN By: Vashon Alexander· File #215131A • 111-Feb-23 36 38 38 36 33 35 35 34 37 37 36 33 29 1~.11·-.rRI II\I c:,-C:f'HI r:,1,,;~ .• k 58 :JF :0/·,PCEL I/ ,\F'.: I [\I C:.Tl''IT-11111··.,:~ I\ ,..,n c:,~, -H:: OFT CE :JF THC: COvl•I "iF1' -;,,s '.~ Ir"',\,'[\ 1T•,j ~.;:,_ ,n-1 =?E::;O~CEP :JF ::F,,'·ICE C,0 11 (;I -Rf c-31 I TIii r:.r-:ll\i--S S n'iJ\ IIPl:-·-1 :.r-,-~".ST.,,-,[\ -11- f/ i>,P I\::. 2,:,c I - I '10 LC:D I I\ 30CI< 326 Pt-.::;::'.: '8 COU·J v :;/,.I 11 Cl:1-I t,. D c1I Hff'.JRf (:F'/•Jf:=-,-:,-1111· .. -·-,, .-,I ::_> ,_,r-·, I:Fi F =l. C:H \1 i·.Rf. llF";I( ', /\Tl :ihl: -,,,~-?C",-7,-,F "i:C IJf-:-,(Yll-cf-1) Hf '.JI __ :; >L'.,.)/ f-()t,l'l.1 .-; _-:,\4" 1 _ _:(_':-; />. l,1-,111\U\/ Hf-\J:_'.f-f.1.t..1-'I< IJl:cl' :,;1,t..t-,11-'f-l; '.'.'~ /'.)f-<(lf_;", :cf-I I', lf-f-l',.J,'.klf---1.\'f-.~I cor:--JrT :JI ,°, ·1.C:, rT ·1 rT r;r;,r--.cr::rr Ci\TCI I -J/,S 1-1 HO,JI.Jkllr 1 :; JC/.rr; I T Ii '.-iCUT 11'.'I'.':-:-::m!l-11-i Cl T Ii ',JTrn'.TC I ,J\j EIIS:Jl'1 '\\/E\UC: ,°,J,_[ f,lt,2,'\RT-u=: E::ULE'//\RD, 75 =-T. 'o'i::s-::RLY :JF -H:: ,::_:::1,nERLII\IC: ,J=-1\-1/.C,",.=;-H~R EJJLE\//,,R[i .'\ Ci 5:2 FT. s:_J_IT---E=(_( (T T 1-C:11-JT71 I \I T n I ~C~-1 A\T'•,11__11 './1:ll'•ll.H.n-n ~ c;r--1-r1 1°.' -I Tl Ii :=; I l.:r-'kt... ;Pole location(sl +:dimension; are relative ,to n,n refer""'" p11intls) • • • • • • Arroyo Park Retrofit Newport Beach,CA GRID SUMMARY Name: Softball Size: 275'/275'/275' • ba>epath 60' S~c lng: 20.0' x 20.0' Height: 3.□' abooegrade ILLUMINATION SUMMARY MAJNTAINEO HORIZONTAJ. i:QOTCANDlES Infield Outfield Guaranteed A""'rage: 30 20 Scan Average: Maximum: Minimum: 34.80 39 28 Ave/ Min: 1.25 Guaranteed Max/ Min: 2 Ma~/ Min: 1.38 UG {adja~ent pis): 1.26 CU: 0.64 26.47 ,s 16 1.67 ' 2.18 1.46 No. of Poin!s: 25 144 WMINAIRE INFORMATIO'CS~.--"'--.---='-..-----~1 Applied Circuit,: A, B No. of Luminaires: 32 Total Load: 2S.B6kW Guaranteed Perfonmnce: lhe 1LLUM1NATION described above Is guaranteed per your Musco warranty document and include;~ □.95 dirt depreciation facto~ Field Measurer'r'let11.S: Individual field meawrements may vary from computer--ca!cutatedpredictlons :t1nd should be taken in accordance with IESNA RP--6-15. Electrical System Fh:qui,ement!;; Refer to hmper~~~ Dl'ilw Chart al'ld/or the "Musco Control System Summary'' for electrical si,ine- installation Requirements: Results assume± 3% nominal voltage at line side oft he driver and structure; located within3 feet (lm) of design locations. ~~ We: Make It Happen. NQtto be !t!prod~tie':1 in w~or pnrt withoot thl!witu,n ~on~t Qf ~,u= Sports Lighli1g, U.C. O'i9B1, 2D23 Musco Spons Ligh1ing, LLC. ILLUMINATION SUMMARY Arroyo Park Retrofit Newport Beach,CA. GRID SUMMA.RY Name: Soccer Sire: 330' X 200' Spacinc: 30.0' ~ 30.0' Height: 3.0' above grade ILLUMINATION SUMMA.RY MAI NTAIN[D 110RIZOOTAL FOOTCANDLES Entire Grid Guaranteed Average: 20 Scan Averag~: 24.W Ma~imum: 30 Minimum: 16 Avfl. I Min: 1.S4 Guarante@d Ma,/ Min: 3 Ma,/M in: 1.B8 UG [adjacent pts): 1.32 CU: 0.62 No.of Points: 77 LUMINAIRE INFOIU;'!ATIO'<~~~----------~I Applied Circuit~: B, C No. ofluminaires: 22 Total Load: 2Q_77 1,:\/11 Guarant.-.ed Performanc~ The ILLUMINATION desnlbed above Is cuaranteed per your Musco warranty doOJment and incluQes a 0.95 dirt depred::ition factor. Field Mi:asurements: 1ndividua! field measurements may ,arv from computer-calculated predictions and s~ould be taken in accordance wi1h IESNA RP-6·15. ' Electrical System Requirwnents: Refer to Amperage Draw Chart and/er thc"Musco Control System Summary" for electrical sizing. Installation Requirernents: Results assume :t. 3% nomioal ~oltage at lifle5ide of the driver ~nd 5tructure5 located wltllln-3 feet (lm) of ,;ieslgo location;. We Mak11 It Happen N<>t 1o I>, "'pro<lu<>Od in whole or part withoul the ....-ltten cor,sent ol Musoo Sports Lghtirig, LLC.·~ 981, 2023 Mu=Spor1~ Ughtlng,LLC. ILLUMINATION SUMMARY Arroyo Park Retrofit Newport Beach,CA Lighting System C1 80' C2 70' s, .,, •• S3 ,. ' Circuit Summary A C D Fixture Type Summary TLC-l.ED-550 TLC-BT-675 TI_C-LED-1200 llriv8' 1-90 min p□--factor) Sing la Fhose Voltag& llC-LED-550 TLC-BT-675 TI_C-l.£0-1200 CreeOSO Light Level Summary Calr:utat1on Grid Summary G~d Name ,., 00' 70' 00' 00' 00' ,O' 70' 24' 00' 00' 00' 80' 80' Description Softball SBJSO Source 3 2 2 3 ' " LED 5700K • 75 CRI LED 5700K • 75 CRI LED 5700K • 75 CRI Max U ne /1.mperag& F&rLuminaira 208 220 240 277 l47 lBO 4llD (601 (60) (60) 160) (60) (60) (60) 3.2 3.0 2.8 2.<I 1.9 1.4 3.4 3.2 2.9 2.5 2.0 1.8 1.5 6.9 6.5 6.0 5.2 42 3.8 3.0 Calculation Metric ----------Ea8t Property Une HOOzontal East Property Une Max Candela (by Fixture) East Property Line Max Vertical lllumina.rice Metric Soccer HOOzcotal llluminance Softball Orrii~d) Horizontal llluminanot0 TLC-81-575 CREEOSQ 11.c-L.ED-120□ TLC-LED-550 TLC·BT-575 11.C-LECJ.1200 TLC-LED-550 TLC-LE0-1200 TLC-LE0-1200 TLC-LED-550 TLC-BT-575 TLC-LED-550 TLC-BT-575 CREEOSQ TLC-LED-550 11.C-LED-1200 TLC-LED-550 CREEOSQ TLC-LED--1200 TLC-LE0--1200 0.58 kW A 0.10kW D J.51 kW B 1.00kW A 0.58 kW A 2.34 kW A 1.00kW A Q.58kW A 2.34 kW C 2.34 kW 6 0.54 kW B 1.15 kW-f--c,~----l 1.62kW A 1.15kW A 0.10 kW D 1.62 kW C 2.34 kW C 1.00kW C 0.10 kW D 3.51 kW B 2.34 rWv C 33.B9kW 12.81 kW 11.05 kW 9.72 kW o.31 ~w ..... ,. SWJ'/ 575W 1170VV 104W 0.02 24.1 34.8 Fixture Qty " 11 ' "' 67,000 >120,000 52,000 >120,000 150,000 >120,000 15,939 •• 0 Illumination Mil Max/Min 0,00 9.79 ITT'3 007 00.62 "' 1.68 " 39 1.38 "" ~120,000 >120,000 >120,000 -/Min 1.51 1.24 >120,000 >120,000 >120,000 Circuits A.B,C A,B,C A,8,C B,C A,B Quanllty 19 B 16 3 Fixture Qty " " 22 32 ENGINEERED DESIGN By: Vashon Alexander · File #215131A • 14-Feb-23 Arroyo Park Retrofit Newport 8each,CA Calculation Grid Summary Gr1d Namo SOflball (Outliekl) West Property Line Wwt Property Line West Property Line Calculation Metric Horizootet llluminan08 Horizontal Msx Caodela (by Fixture) MaxVerlicat llluminance Mebic ,w 26,5 0 3219 0,03 ENGINEERED DESIGN By: Vasho n Alexander · File #215131A • 14-Feb-23 111....,inotion r,--.. - Min Max Ma•!Mc,o"-1~""''"'"'~-•",t,-"<c'"a"a~-~•-'•'"."0"0-"" 16 35 2.18 1.65 A,8 32 D O {l.00 A,B,C 43 1.89 6614 3501.35 1703.11 A,B,C 43 O 0.07 -0.00 A,8,C 43 From Hometown to Professional Not to be raprOOoc,;d In 10thole or p.irt wltho,~ the ...-iuen OOl'l$ent of Mu&ro Sport! Li;lhti,g, LLC. tl1 9B1, 2023 Musco $ports l..igh1ing. LLC. PROJECT SUMMARY From Hometown to Professional CTXX) r,us~~ We Make It Happenj Not tobe reproduced In whole or partw!lhout the wrI11en consento!Musoo $p,;,rt, l.ighti"9,l.lC.©186I, :ro<3Mn,co $po,U lighling, l.l.C, PROJECT SUMMARY • E-2.03 SPORTS FIELD LIGHTING FB A E n g i n e e r i n g / P l o t D a t e : 4 / 2 7 / 2 0 2 3 5 : 0 8 P M / P l o t t e d b y : B l a k e M e e c h / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 6 4 \ 5 3 5 0 6 4 _ E - 2 . 0 3 . d w g 150 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: 535.064 P-5272-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK C-8891-2 SHEET OF DESCRIPTION OF REVISIONSDATENO.APPROVED (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED: DRAWN: CHECKED: DATE: CS TP CS 2023-04-28 1 90% CD Submittal02/24/2023 SYNTHETIC TURF FIELD INSTALLATIONBENCHMARK: BASIS OF BEARINGS:PLANS 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 ECT 08/31/2023 4/27/2023 S T A T E OF C A L I F O R N IA C RAIGD.SEN S E N BA CH LICENS E N O . 2 5 4 7 22 REVIEWED: IRVINE RANCH WATER DISTRICT 21 EQUIPMENT LIST FOR AREAS SHOWN ' l min ir "" LOCATION "' os= 11.0l,INTING LUll.llAllE ""' '"' OTHER EI.EVAOO~ .,-"" ~· GRID GRIii A> 00' '" TLC-ITT-575 ' ' " w TLC-LED-550 ' ' " " 00' w TLC-BT-575 ' ' " 23.5' CREEOSQ ' " ' ---__ W TLC-lE0-550 ' ' " "' 00' '" TLC -LED-1200 ' ' " w Tl_C-BT-575 ' ' " w TLC-LE0-550 ' ' 0 "' m· '" TLC·LW-1200 " '" TLC-llT-575 " '" TLC·lED-550 ' ' " " 00' '" TLC-LED-550 ' ' " '" TLC-l!T-575 ' ' " '" TLC·LED-1200 • • " ,,. w Tl_C-BT-575 ' ' 23.5' CREEOSQ ' " '" TLC-LE0-550 ' ' " 00' '" l LC-LED-SSO ' ' " 00' '" TLC·LED-1200 ' ' 23.S' CREEOSQ " w TLC-LED-550 ' s, 00' '" ' TOTALS SCALE IN FEET 1 200 ;200' ENGINEERED DESIGN By: Vashon Alexander · File #215131A • 14-Feb-23 EQUIPMENT LIST FOR AREAS SHOWN "" LOCATKJN '" -MOU/IIIIG LUMl!IA•RE om ™' mos ELEVATION "'-"" ~" ~-GRIDS " W' '" l LC-8T-S/~ ' ' " '" TLC·LED-550 " " W' '" TLC-BT-575 ' ' 23.5" CREE OSQ " ' '" TLC-LfD-550 ' " a, .,. --,, TLC-LED-1200 ' " '" TLC-BT-575 ' " w TLC-LED-550 " ' " ,O' '" TLC-LE0-1200 " '" TLC·DT-575 " '" TLC-LED-SSO " " '" '" TLC-LED-550 " w TLC-IIT-575 ' " '" TLC-LED-1200 ' ' " ' " ,0' w T[°(:BT-S75 ' ' " 23.5' CREE OSQ " ' '" TLC·LlD-550 ' " ' " '" '"' TLC·LED·SSO " " .,. '" TLC-LED-1200 ' 23.5" CREE OSQ '" TLC-LfD-550 ' " .,. '" ' TOTALS SCALE IN FEET 1 : 200 ENGINEERED DESIGN By: Vashon Ale;,tander • File #215131A -14-Feb-23 C.0 11 C;I D c1I Hff'.JRf -Rf c-31 I TIii r-"1':ll\i--S S n'iJ\ IIPl:-',j -"I',-~".ST.,,-,[\ -11- f/ i>,P I\'.::. 2,:,c I - I '10 LC:D I I\ 30CI< 326 Pt-.::;::'.: '8 COU-J v :;/,.I 11 Cl:1-1 t,. 1~.11--.rRI II\I c:,-C:f'HI r:,1,,;-.· k s::; :JF :C/·,PCEL I/ ,\F'.: I [\I (:F'/•Jf:=-,-:1")111•,.-·/ '"'I ::_>,_'f"·•1":Fi F=l.C:H\lt·.Ff. llF";l(',/\Tl(Jhl: "'.'~-?C",-7,·1F"i:C C:,TITI-111"" 11--.,:~ I\ ,"(J c:,-, -H:: OFT CE :JF THC: COvl,J "iF1' -;,_s '.~ l:"',\:I\ 1T·-I ~.;:,, ·y11 =?E::;O~CEP :JF ::F,i'ICE IJl-:c(Yll-:1-1) Hf '.JI __ :-; >L'.,.)/ 1-()t,l•J_i _-; _-:,\4" UC':-;/>. l,1,.111\U\/ HI-\J:.·.1-1.1.t..l-'I< 1.11:cl' :-;1,t..t,.11-'I-I; '.'.'~ /'.)f-<(lf_;", :cl-I I', 11-1-l'.J,'.kll-1.\'l-.~I COl">Jrn :JI ,°, ·1.C:, IT. ·1 IT. r;r;,r--.cr::rr Ci\TCI I "J/,S 1-J HO•JI.Jkllr 1 :; JC/.rr; I T Ii '."iCUT 11'.'I'.':-~:Jl"![,Ji"i Cl T Ii ',JTrn'.TC I D'-1 EIIS:Jl•J '\\/E·,u:: ,',J,_[ l,lt,2:\RT-u=: E::ULE'//\RD, 75 =-1. 'o'i::s-::RLY :JF -H:: ,::.:::1•JTERLII\IC: ,J=-1 ... 1,,-..c,a.,=:-H~R EJJLE\//,,R[i .'\ Ci 5:2 FT. s::I_IT·-E=(_( (T T 1-C:r-r.JT71 I \I T n I ~C~-1 A\T'•,JI.JI './1:ll'•ll.H.n-n ~ c;r--1·r1 1°.' -I Tl Ii :=; I I.:1'.J;.:- Pole loc.it1on(~l 4'-ldlmenslonsare relative to o.o retercncc poin~<I Arroyo Park Retrofit Newp,;,rt Bea~h,CA GRID SUMMARY Nami>: I WI!$! Propi>rty tlni> Spacing: 30.0' Hei@hl: 92.D' above@rade ILLUMINATION SUMMARY CANDELA IPER FIXTURE)~---~---------I Entire Grid Scan Average: J218.8711 Maximum 6613, 76 Minimum: 1.89 No. of Points· 44 LUMINAIRt INFUHMATIOca~.-"'~----------~I Applied Orcuitl: A, B, C No. of Lumlnalres: 43 Total Load: 33.58kW' Guarant~d Perfofmance: The ILLUMINATION described .ibove lo cu~rantee<;l per vour Muo,o Warra~t~ document. Field Measurements: lndiv;dual tie Id measurements mavvary from computer-calculated predictions and should be taken in accordance with IESNA Rl!-6-15. ElectriCill System Requirements: Refer to Amper.ige Draw Chart and/or the 'Musco Control System Summary'' for electrical si,ing. Installation Requirements: Results assume± 3'% nominal voltage at llneslde of the driller and structures located within 3 feet (lm) of design loc~ons. We Make It Happen. No( 10 t>tt rep,Q((uQl:!Oj in whole or 1X'rtwittu:•.1l lhewr~ti:,n ~on6ool m Mu,,,;:,:, Sports Llghllig, U.C. @'I 981 , 2023 Musco Spo~s Llghtlr,g·. LLC. ILLUMINATION SUMMARY Arroyo Park Retrofit Newport Beach,CA ILLUMINATION SUMMARY HORIZONTAL fOOTCANDIB Entire Grid Scan Average: D.0000 Ma~imum: 0.00 Minimum: 0.00 No. or Poinls; 32 WMINAl~E INFORMATION Applied Circuits: A, 8, C No. ofLumin~i=: 43 Total Load; 33.58 kW Guaranteed Performanci>: The ILLUMINATION described above I; guaranteed per your Musco Warranty doc~ment. Field Meuurement~: lndlvidu&I field measurement! may vary from computer-.::akulated predictions a~dshould be taken in accordance with IESNA RP.6-15. elKtrical System Requirements: Refer to Amperage Or.iw Ch~r1 ~nd/or the "Musco Control System Summary' for electrical sizing. Installation R~quirements: Results assumi> ± 3% nominal volt~ge ~, iineside of the Orive, an,,l otructureo loc.ited >M1hln 3 feet (1m) ot des!gn loc.ltlons. r:J:J:n . / I ,- Pole lo~dlmens lons are rela~ toO.Oref~rencepolntls!I ® ru~~ 1 e Make It Happen] lllot lobe raproduce<I In whole or partwitholll th~ wri1ten c,:,r,s,:,nt o!Musro Sport! Li:lhting, LLC. tl1961. 2023 Musco $port• Lighling, LLC. ILLUMINATION SUMMARY '" LOCATION "' ,-MOUNTING ""' ™' "'-E!,EV.0.110~ _HEIGHT PQ.LE ~-GRDS " .,, '" ' ' " w TLC-LE0-550 ' ' " " .,. w TLC-8T-575 ' ' " 23S CREE OSQ " w TLC-LED-550 s s " " .,. '" TLC-LED-1200 ' ' " '" TLC-l!T-575 ' ' " " TLC-LED-550 ' ' " " ,, '" TLC-LED-1200 ' ' " w TLC-BT-575 ' ' " '" IL[-LE0-550 ' ' " " .,. '" TLC·LE0-550 ' " '" TLC-BT-575 ' ' " '" TLC-LED-1200 • • " " ,O' '" TLC-BT-575 ' ' " 23.5' CREE OSQ ' " '" TLC-LED-550 s s " " 00' '" TLC-LED-550 ; s " " .,. w TLC-LED-1200 ' ' " 23.5' CREE OSQ ' " ' '" ' ;; .,, '" ' =•u SCALE IN FEET 1 200 ENGINEERED DESIGN By: Vashon Alexander · File lt215131A • 14-Feb-23 EQUIPMENT LIST FOR AREAS SHOWN ,,.,. Luminaires "" LOCATION "' ' ELEVATION a,= "" MC, " SO' w TLC-BT-575 ' '" TLC-LED-S50 ' ' 0 ,, SO' '" TLC-BT-575 ' 0 l3.5' CREE 050 ' " ' '" TLC-LEO-SSO ' ' 0 " SO' '" TLC-LED-1200 ' ' 0 '" TLC.flT-575 ' ' " "" TLC·LE0-550 ' ' 0 " '"' '" TLC-LED--1200 ' ' 0 '" TLC-BT-575 ' ' 0 '" TLC-LED-550 ' ' 0 " .,. '" TLC-LED-550 ' " '" TLC-BT-575 ' ' 0 '" TLC-LED-1200 ' ' 0 " "' '" TI.C-RT-575 ' ' 0 2.l.5' CREE 05Q ' " ' '" TLC-LW-SSO ' ' 0 " SO' '" TLC-LED-550 ' ' 0 " SO' w TLC-LED-1200 ' ' 0 ns [HEE 05Q " ' '" TLC-LE0-550 ' ' 0 ' " SO' '" ' TOTALS SCALE IN FEET 1~ ' 200' ENGl"NEERED DESIGN By: Vashon Alexander· File #215131A • 14--Feb-23 Pole location Isl _± dimensions are relatille to 0,0 reference polnt(>I Pole localionls) _±dimension, are rela~v~ to 0,0 reference pointlsl ® Arroyo Park Retrofit Newport Beach,CA Spacing: Height: 92.0' above grade ILLUMINATION SUMMARY KO RIZO NT AL FOOTCANDLei EnttreGr!d Scan AVE:"ragi>: 0.0000 Maximum: o.oo Minimum: D.00 No. of Points: 44 LllMINAIRE INFORMATION Applied Circuits: A, El, C No.oflumlnalres: 43 Total Load: 33.SS kW Guarameed Performance: The ILLUMINATION described above i! guardnteed pee-your Musco Wdrrantv document. Field Mea,urements: Individual tield mea~urement, may vary from computer-calwl.:rted predictions and shotld betaken in oa;ordanc:e with IESIIIA R.P-6-15. Ehictrical SY5tem Rt'Quirement~; Refer lo Amperage Draw Chart and/or the "Musco Control System Summary' for eli>ctrlral .sl2ing. Installation Requirem~nts: Results assume t 3% nominal voltage at line side of the driver an:I structures located within 3 feet (lm) of design locations. Cf:XX) mu~ I , , ' • ' We Make III Happen Not10 be reproduced In whole or part wllllout lhc wrhten consent of Mu= Sport,:, Lighting, LLC. ()1~1. 202~ M\Jlli;o S!X'rt~ Lighting, LLC. ILLUMINATION SUMMARY Arroyo Park Retrofit Newport Beach,CA Sp~cing: Helght: 92.0' above grade IUUMINATION SUMMARY MAX VE~TICALfOOTCANDLE> Entire Grid Scan Average: 0.0295- Maximum: Minimum: No. of Points: 0.07 QOO WMINAIRE INFORMATION Applied Circuits: A, B, C No. of Luminaires: 43 Total Load: 33.58 kW Guaranteed Performarn:e: The ILLUMINATION de-;cribed above is guaranteed per your Musco Warranty document. Field Measurements: lndlvidua! field measurement; may vary from computer-c.alculated predictions and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements: Refer to Amperage Oraw chart and/or the"Mus,;o Control System summary' for electrical sii ing. ln$tallation Requiremenu: Results assume ± 3¾ nominal volt~&e at line side ot the driver and structures located within 3 feet (1m) of desi@ll locatiom. ~i:;g I ~ We Make It Ha1111en Not 10 be raproduce,:j in whole or part without the ,,,.;nen consent o!Moeoo Sports Ltlhtlr,g, LLC.·~ 981. 2023 Mus.coSpons Ughtlng,LLC. ILLUMINATION SUMMARY • E-2.04 SPORTS FIELD LIGHTING FB A E n g i n e e r i n g / P l o t D a t e : 4 / 2 7 / 2 0 2 3 5 : 0 8 P M / P l o t t e d b y : B l a k e M e e c h / D r a w i n g L o c a t i o n : I : \ 5 3 5 \ 0 6 4 \ 5 3 5 0 6 4 _ E - 2 . 0 4 . d w g 150 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: 535.064 P-5272-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ARROYO PARK C-8891-2 SHEET OF DESCRIPTION OF REVISIONSDATENO.APPROVED (ENGINEER'S SEAL) REVIEWED: CITY PROJECT MANAGER DESIGNED: DRAWN: CHECKED: DATE: CS TP CS 2023-04-28 1 90% CD Submittal02/24/2023 SYNTHETIC TURF FIELD INSTALLATIONBENCHMARK: BASIS OF BEARINGS:PLANS 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 ECT 08/31/2023 4/27/2023 S T A T E OF C A L I F O R N IA C RAIGD.SEN S E N BA CH LICENS E N O . 2 5 4 7 22 REVIEWED: IRVINE RANCH WATER DISTRICT 22 [SCALE IN FEET 1 : 200 :01 ~00' ~00' Pole location(,) T~imem.ions are relative /.0 0,0 referer<:e point(s) Arroyo Park Retrofit Newport Seach,CA EQUIPMENT LAYOUT INCWOES: ·Soccer •Softball Electrical System Requirements: Refer to Amperage C:.-aw chart and/or the 'Musco Control System Summary" for ele,;tri~at sizing, Installation Requirements: Results assume± 3~ nominalvolt;ige at line r.lde of the driver and .1tf\lctures located within 3 feet (1ro) of design lo(atlons. EQUIPMENT LIST FOR AREAS SHOWN """ OTY LOC.O.TKl~ SIZE 1:tr,'AT()N Al 60' HEIOIIT '" w '" 235' Luminaires TLC·LED-550 3 TlC·BT-575 1 CREE OSQ 1 j nc";,'m 1~, 60' TLC-LED-550 3 80' TLC-LED-noo 3 10' TI.C·BT-575 1 80' TLC·LED·S50 70' TLC-LED-1200 10' TLC-8T-575 1 70' TLC-LED-S50 2 80' TLC-LED-550 1 10' TLC-BT-575 2 ie~f---~--~----+~'""s--+~n~C-LEDc·c"eOO~+c'~I C2 70' 10' TLC-Bf-575 2 Driver (.90mlnpoW<r-l Siogle Phase Voltage nC-Bl-575 ne-1£0-1200 ~05Q B5' CREE OSQ 1 TLC-LED-S50 3 Tt.C-l.E0-550 3 nc-Lrn-1<,eooe-f-O,-I CREE OSQ 1 TLC-LED-550 2 nC-LE0-1200 S " Line Amperage Per Lumlnalre {mudr>w) 208 220 240 277 347 380 480 {"'I {<ill !'4 {<ill lo.I {"'l l"'i J.2 ~O 2.S l.4 1.9 3A 3.2 l.9 l.5 :Z.O l.8 1.5 6.9 6.5 6.0 S.2 4.2 :!.8 3,0 We Make It Happen. ENGINEERED DESIGN By: Vashon Alexander · File #215131A • 14-Feb-23 Not to ~ ~produ«id ir> wholti or p~ri wilhoot lht!> ....-itt;m CQrl~ of Muw;r Sport. Lighlilg. U.C. C19S1 ,2023 Musco Sports Lighting, LLC. C.0.1 I C;I D c1I c-31 H~ ~ ~)~l /C).J Rf I -<:UTF-6> ~, ... _______ c_o_n_1_ro_I_s_y'"'s_1_e_m_s_u_m_m_a_ry'-- Proiect Scecific Notes: Fiel;j Volta,;~: 480V/3 Phase Se-.wityVQlt;ge:Z/N/1 Phase Materials Checklist Contractor/Customer Supplied: O A dedlca!ed ccmrol circuit must be suppr.ad per distributon panel boal<>n -H tho contrnlwllaga i> N01 avallobla, ~ ccntrol 1,aMforrner I~ required 0 El<ciri;a di:;lribuloo panel 10 provida o""r<urrenlprotect,on fer cir<uitl -HID "'led O< D-o,,.,., cr<:u~ ,,, .. ,,11<er OC!or:I per Ml t>ad am~ on Cta.ot Sumrnal)' by Zone Chart 0 Wiring -S..act<ortonp-.l foe W,OQ ,oqu,n,,nontg -Eqt.,lpment goors:IR) «:nll-':10r Md splloe, mt11t t., iostJ<iled 1per circtJ1) -Lightniog grwnd pn,tection (per ;:,:,le), if net '-'.J!!OO !!UJ~iied 0 Electric.al OO"duil wirev,,ry system -Ell1ranoa hubs ralod NEW-4, must be die-<>mzmc. PVC, orcoppor-lrall dle=st aaumlnum D Mourlin,;i har,jwar~ !or c:a,:O,ets D 6real<er b::k-on ae."" to pre,enl u.-th onz«l e<)Wllf '°"'"'-"'"" re "'"""" ~ Bnd P')'M!~1neconnoctioo (f pre"'rrt) D M!korrosOO oompoord ., apply 10 ers:ls of wire,ifnoceos,wy CaU Co.•(()).l.ink C<mW.i"' _,_os ""''""' •t 67713<7-l:J t9 ro ""'"'"""' •ct;,.~oo o; rho ocntl'CJI a%fom upoo c:cmpJ,,liM of !/>e i1a!allariol; Project Information Pr<lje::r.#, 215131 Pr<lJC::1.Namc: Arroyo Part Retront Da~: 02114123 Pr,:rj.,i;tEngi~"°'r. V;»ho~ Al~~nder Sales RepreseritaU"": Mike M~rchettl Control System Type: Coolfllf-1.lnll'"C..~lrol~nd r.lonltorh;l Sys~m Communic:;,1"'7 Type Po...,rli.....ST Scan, 215131.A Docurr,,;ntlD· 21513\PIV1-021415330B Dislribulion Panel Location or IO: Total# ol DistriC\ltion Panel Locations fc,-Project DO~ign VDIIEll)O/Hartz/Phasoc Ge1Vioe#1 ' 480/60/3 Control Voltage: '" Equipment Listing D!;SCF:!IPTION APPRQXIMATE SIZE I .Control and Monito1fa11 Cabioot ri;_ 24X 72 I • ciTY, SIZE !MIPS) lJ lJ --"-'L CJ 30tfAP ' - I ' IMPORTANT NOTES 1.P"' ... """llmthollt><""•ll,J,Yl>ill!IO --19-•lorlllo ltl:llty. Do1l;n .-90 !""'"b <lolnod"' tio vob901J)l>o.., l>o~ <»me=ted ond "tilileo atea<h lii;,11'1;1 [l<I<"• <iec'zala,moonenl><ndo.,., dltemno<I. ...,_..,.""":[o ·,.,!o(,>/1-<11n ,.,..,11,r '411-_ _. <Rl d• .. ,. C0011t¢1'1'>11,t,om=aies re-t,,,l(IOOl'l!i"m re iern. 2 • .-i•a rt-•••9 >,all3 I"-'""'"''""'"'°"""' p~. """"a3 p'-Ooot,, ~ ""'d""'oa,'o ,-..,.,.,....,. .. ,,,...,... _,. ....-oh>'°:""' alt, ,,_""""""""'"'"""liV. 3.ono°"""""" ill«i<Ji'&<II,.._, poll. ~--· pOIO hal l'l'i.lmpio uwr ........ ooro.OOl<V'[>IO"-';e.)T<r•O<t>oi'<Ull, ,'JIO>ot-A 100il, ..... T<rt,o 1!.lll!ttod a>l1h..,..,l-,t. Al «.ilr.l<n..-.~ ~- 4. HdMr ~Ing 1Irlom Ml bo~ frcmm:,ro lh., OIW dillrituD\ b:at01\ •<ldiblol-lpm"11,rvy Do '"<!Jir,O. Conaot)'>U"M..,.,_,,.._,._h•. 5. A q ~ oootor=u,m.01 l>O 1opplie<1 por oon1"l!oyotom, 6. &~• """"'""""'d""i<H ••~ ho M lcod omp, -rm oflh• CncJ! S<.<romty 9y2a:,o ct.t-Mlninm ,~ -•a.s. NOTE: 1/;i.f~ IQ ffl.$ti,l/ntif,m lrI11VN,;/i'-"1~ for~ ,J.w1iL1 ,:m eq,,;pmem il/formatio" imd //,e ;-,,,rallan·,m requireme,r/$. 'CfXX) mu~~1 ... ; ______ c_o_n_1_,0_I_s..;;y_s_te_m_s_u_m_m_a-'ry'-- -:~ Arroyo ParkRetroflt/216131 ·216131A SWITCHING SCHEDULE Field/lone ~c ription Softball --Softball -SB/SO Soccar .SB/SO . '""'" ~-' • S=ice #1 -PaQt-3 of 4 CONTROL PO\NER CDNSU'"1PTl:JN 120VSIIIQIC Phase VAl~llJ <lf Musco Supplied EquipmMI INRUSH: 1T15.0 CIRCUIT SUMMARY BY ZONE ~" A1,A2,B1 ~ c1,s1 ~' -- ~IRCUIT OESCRIPTION ii •= ~= -=" -OD"'"'l)lpo<"<lf-. TIii r:.l':ll\i--S S n\-'J\ f/i>,p I<::. 2,:,c1-1,10 COU-J v :;/,.I 11 Cl:1-1 t,. '°' -~ FrKTU,E8 ORIVER8 " " '" ' ' ' ' ' ' • I IPI:-',J :'.I': - LC:D I I\ 30CI< '!'ULL OONT.l&T<:lR CONTA!,TOR ro"' ,~. SIZE l,lMl'Si .. ~ .. '" ,. ,_, ~ , .. ~ •-• 00 ~£>.ST. ,.-11\ -11- 326 Pt-.::;::'.: '8 '" C, ' ' " , " ' ' ' 1~.11--.rRI II\I c:,-C:f'HI r:?.i--· tc 58 :JF :c,.PCEL 1/,\F'.: II\I (:FJ,Jf:=-,-:,-1111·-.-·/ '"'I ::_>,_'f"·,I:Fi F=l.C:H\lt·.Ff. llF";I(', '\Tl(Jhl: "'.'~-?C",-7,·1F"i:C C:,TITI-111" 11--.,:~ -H:: OFT CE :JF I\ ,"'(J c:,-, THC: COvl,J EQUIPMENT LAYOUT PXXJ EU~Q.,;~, ______ c_o_n_tr_o_1_s_y_s_te_m_s_u_m_m_a_ry_ -:~ ArroyoParl\Re\rofr\lZ16131 ·215131A Service i'1 ,Paga 2 of 4 Cootrol•Ll nK., Coirtro1·a1111 Mo·nito"riilg'SVStam '"'""'""'" (prU,i:l,~-1;/ ~,<1omor.lol<onlrd ,olb~•UJOJ:~1iilllll, ,,.,bbl!\ I COnt,'01¥,d i """''°·'11\0 ""I"'! • c., .. 11 "I H<> C.,~,i II!>. 'Ito IIIISQI J ~ lm•"""" 11.., IIIIEJ 1,1 L,,o,U, tll ""''""' ''"' •• I ""'po-lo<•" '1.'!V·'"'•'"' ~['l"•ml 1morl0,oim,o "'" t J OOol1oloo•or{ood,'""".-'I~ ''"'Ir<: .. , ......... _,,..~,,..:;;.--..; .. ·,~"""'!'ll'' :a. c,1-.,oi 'oodudw.t,y, '""'' - ;c. ""'"'•I••.,.~~"'"'"''""°"'"""'' .,...,..,'l'd.r10~, .. 1"""'"""'' ,i.. Jt.EJiw ... ,·~,:-.ct,r...i..,,_,..,,oo..-_ .~ ~~ -~r,u.oo mrn,rit,g ;,<\l!MmlJ>\lcj!11ru,,,1com1 Ml<)"'1>1loo,QoJ·Plllll:1MotnllG<\'lllltio.tlllllli1111/loJl,,-. 'CfXXJL . m ~,,, !, Control System Summary CABINET • ' ' ' ' ' ' ' "iF1' -i>.S '.~ l:"'',\:I\ 1T·-I ~.;:,_ ·y11 =?E::;O~CEP :JF ::;Fi, 'ICE , "' -----------------------'.:,-r,----_!!l--' Arroyo Park Ri>lrofit I 215131 • 215131A Servlce#1 -Page4of4 PANEL SUMMARY CQNTIIOL CONT ACTOR CIRCUIT DE5CRIPTIOO ~" OISTRBUTION CIRCI.IT MOOULE • ~so PANEL IO{BY BREAKER LOCATION Alll~S OTHERS) POSITION {BV OTHERS0I ' " PoieA1.A2.81 O.N ' " Polo B2C2 10.12 ' " POleBt,C1 11,ijS ' " ,~~ -~ ' " Po:eC1.S1 '-~ ' " P<:lleS2.S:, ,.oo ' " PoleA2,C2,S2 1.17 ZONE SCHEDULE CIRCUIT DESCRIPTION ro,e seucro11 ZON~ DE$CRlffl([N l'OLE [I C()NTACTOR SWITCH " ,_, ' -~, " " ~ " " " " " " " ,_, ' •= " " " " ~ ~ ,_, ' -C, cs s, cs " " ~ " ,_, • s.c .. it)o ~ " " " " " IJf-:-,(Yll-cf-1) Hf '.)l __ c; >l'.1.)/ f-()t,l'l.1 .-; _-:,\4" 1 _ _:(_':-; />. l,1,,111\U\/ Hf-\J:_'.f---1,1.t.l-'I< 1.11:cl' :,;1,t.t,,11-'f-l; '.'.'~ /'.)f-<(lf_;", :cf-I I', lf-f-l'>J,'.klf---1.\'f-.~I COl">Jrn :JI ,°, -1.C:, IT. -1 IT. r;r;,r--.cr::rr Ci\TCI I "J/,S 1-J r,,,io,wr,.,11-r 1 :; JC/.rr; I T II" '."iCUT 11'.'I'.':-:-::m!I-Ji"i Cl T II" ',JTrn'.TC I ,J\j EIIS:Jl'J '\\/E\UC: ,°,J,_[ l,lt,2,'\RT-u=: E::ULE'//\RD, 75 =-1. 'o'i::s-::RLY :JF -H:: ,::_:::1,nERLII\IC: ,J=-[\.1/,Ct-.=:-H~R EJJLE\//,.R[i .'\ Ci 5:2 FT. s:_J_IT·--E"(_( (T T 1-C:l"I-JT71 I \I T n I ~C~-1 A\T'•,JI.JI './1:ll'•ll.H.n-n ~ c;r--1,,:-1 1°.' -I Tl II" :=; I l.:l'kt. EQUIPMENT LIST FOR AREAS SHOWN ' " LOCATION SIZE Al 60' A2 60' Bl 80' B2 70' Cl 80' CZ 70' 00' ;scALE IN FEET 1 : 200 Luminaires MOUNTING LUMINPJRE QT'fl HEIGHT TYPE POLE 10' TLC-81-575 1 oW~-+~'cCCc·cLE0-550 3 10' TLC-BT-575 1 23.5' CREE OSQ 1 60' TLC-lEU-550 3 80' TLC·LE0-1200 3 10' TLC-<\T-575 1 BIJ TLC-LED-550 2 70' TLC-LED-1200 2 10' TLC-BT-575 1 7d TLC-lED-550 2 !!O' TLC-LEO-SSO 1 10' TLC-BT-575 2 BC! TLC-LHH200 4 10' TLC-BT-575 2 23.5' m " w 23.5' w " CREE OSQ TLC-LE0-550 TLC-LE0-550 TLC·LE!H2 UO CREE OSQ nus OTHER GRID ORllS ' 0 ; ' ' ' ' ' ; ' ENGINEERED DESIGN By: Vashon Alexander· File #215131A • 14-Feb-23 EQUIPMENT LIST FOR AREAS SHOWN ' ~ LOCATION " " GRADE IIOJo,rlNG LUMHll!E ELE~ATl:lN IEIGHT TYPE 10' TLC-l!T-575 60' '!lC-LED-550 LO' TI.C-8T-S7S 23.5' CREE OSQ 60' TLC-LED-550 80' Tl(-LED-1200 lU' TU:-ET-575 80' TLC-LED-550 70' TLC-LED-1200 l U' '!LC-OT-575 70" TI.C-LED-S50 80' TI.C-LED-S50 10' TL(-<\T-575 ro•-+---80' TLC-lED-1200 W,----t-C-CTLC·BT-575 23.5' CREE OSQ 70' TI.C-LED-550 8U' nC-LED-550 so· TLC-LE0-1200 23.S' CREE OSQ 80' TLC-LEQ:550 M' '"' fOTi\lS iSCALE IN FEET 1 • 200 OTi, T"IS OHl(R POLE GRID GIIIDS ' ' 0 ' ' 0 ' 0 ' 0 ' ' ' 0 ' ; ' ' ' ' 0 ' ' 0 ' ' ' ' ' 0 ' ' ' ' ' 0 ' ' 0 ' ' 0 ' 0 ' ' ' ' ' ; ENGINEERED DESIGN By: Vashon Alexander · File #215131A • 14-Feb-23 ?ale lo,~tionis!I -$-'dimension1 ~re rel~tr,/e to o,o reference polnt(>)I ® Pole location(s)l.±,dim<cnsioos are relati,~ to O,Orelerence polnt(s) ® Arroyo Park Retrofit Newport Beach,CA Spacing: Height: 93.0' above grade ILLUMINATION SUMMARY MAX VERTICAL FOOTCANOLES Entire Grid s,an Average: 0.0236 Ma~imum: 0.07 Minimum: o.oo No, of Points: 32 LUMINAIRf. INFOHMAI ION Applied Clrculg: A, B, C No. of l umlnolres: 43 TotJI Load: 33.SS kW Gu~ranteed Pe1formance: The ILLUMINATION described above i.s guaranteed per your Mu.sen Wllrrnnty document. Field Measurement~, Individual fieli;I mea~rements mil'\' vary from computer-<:alcul<11ei;I predictions ani;lshou!d be takeri In aocordance with IESNA RNi-15- Elettrkal System Requirements: Refer to Amperage Draw Chart and/or the "Musco CorttIol S~stem Summary" for electrical sizini:. lnrta11atlor> Requlremen1s: Result5 assume::!: 3% nomlnal valtose-at llne side of the driver and structures located within 3 feet (l m) cf deslgn klcatlom. ~ ~e Make It ~app~n Not lo be "'produced in wtiole or part without the writlen CQnsent of Musco Sports Llghllng, LLC.C:·1961 2023 Musco Sporl5 Lighting, LLC. ILLUMINATION SUMMARY Arroyo Park Retrofit Newport Be.ich,CA GRID SUMMAR'r" Name: Ean Property line Spacing: 30.0' Height: 93.□' above grade ILLUMINATION SUMMARY CANDELA (PER l'IXTUREJ Sc.3n Average: Ma•imum: M inimum: No. of Points: Entire Grid 2846.0283 6533.S9 672S6 32 LUMINAIRE INFORMATION Applied Circuits: No. of luminaires: A,B,C "-' Total Load: 33.S& kW Guaranteed Performance, The ILWMINATION described above Is su~ranteed per your Musco War1anty docvment. Field Measurements: Individual field mearnrements may ~ary from oomputer-c.alwtilted prediction, and sN)uld be tal,'en In accordal\Ce with IESNA RP·&-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summ~ry'' for electri.cal 5izing. ln~t3ll3tlon Requirements: Result; assume± 3% nominal volt.ige ilt. linP,c side oft~e driver and structures located within 3 feet llm) of de51811 locatlans. CJJJJ mus;~. ~ we Make 11t Happen. Not to 00 repradu.coo In whole: or part wllltout lhe written con!.effl ol Mu sec ~ Lighlhg, LLC.@111~1. 202:> Mu~ S~rt~ Lighting. LLC, ILLUMINATION SUMMARY • Date Started:RFI NO: Date Completed:Respond by Date: Project Name: BDI Project No: Drawing No: To:Spec Section: From: CC:Cost Impact: Schedule Impact: Subject: Question: Suggested Resolution: Answer: Responded By:Date: Stainless Steel Quick Coupler Box Per the irrigation legend on sheet L-3.01 Detail E calls for a Model "M-SSB-QC" made by Underhill. That model number is no longer available and is discontinued. Please provide an updated model number for the box & lid. Byrom-Davey Recommends to use Sportsfield Specialties Turf Cool QCV box. Product data attached as reference. TOM SANDEFUR, CITY OF NEWPORT BCH - THOMAS GUST - BYROM-DAVEY, INC. PAUL PANKOW - BYROM-DAVEY,INC.TBD TBD Arroyo Park Synthetic Turf Installation (23P11) City of Newport Beach 2309 L-3.01 Request for Information 10/13/23 2 10/20/23 ThankhyouhforhbringinghthishtohourhattentionUhhWehaccepththehSportsFieldh SpecialtieshBoxhsubstitutionhforhthehdiscontinuedhUnderhillhBoxU h ChrishCurryMhGlasirhDesign &xv&KvV,               PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OFSPORTSFIELD SPECIALTIES INC. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OFSPORTSFIELD SPECIALTIES INC. IS PROHIBITED. Excellence from Design to Installation 41155 State H1ghwav 10, PO Box 231, Delhi, NY 13753 [ALL 888-975-3343 FAX 607-746-8481 Date Started:RFI NO: Date Completed:Respond by Date: Project Name: BDI Project No: Drawing No: To:Spec Section: From: CC:Cost Impact: Schedule Impact: Subject: Question: Suggested Resolution: Answer: Responded By: Date: E-1.01 Request for Information 10/13/23 3 10/20/23 Arroyo Park Synthetic Turf Installation (23P11) City of Newport Beach 2309 TOM SANDEFUR, CITY OF NEWPORT BEACH - THOMAS GUST - BYROM-DAVEY, INC. PAUL PANKOW - BYROM-DAVEY,INC.No No Musco Pole C2 Ball Tracker Per Musco's suggestion: Please advise if it is acceptable to move the (2) ball trackers from pole C2 and move them to Pole S3. This will result in proper mounting height; cleaner install of the auxillary tube and ball tracker, instead of ball trackers being individually strapped which will decrease the light spill off the field. Attached is the revised photometrics and Musco revised control summary submittal with (2) ball trackers relocated to Musco pole S3. Please advise. Date Started:RFI NO: Date Completed:Respond by Date: Project Name: BDI Project No: Drawing No: To:Spec Section: From: CC:Cost Impact: Schedule Impact: Subject: Question: Suggested Resolution: Answer: Responded By: Date: Existing QCV at 3rd Base There is an existing QCV near 3rd base being fed from outside of the field. Please see attached pictures as reference. Is it acceptable to cut and cap this line outside of the fence and remove the existing quick coupler? New QCV are shown on this side of the field. Remove quick coupler, cut & cap line outside of fence to be outside of synthetic turf limits. TOM SANDEFUR, CITY OF NEWPORT BEACH - THOMAS GUST - BYROM-DAVEY, INC. PAUL PANKOW - BYROM-DAVEY,INC.TBD No Arroyo Park Synthetic Turf Installation (23P11) City of Newport Beach 2309 D1.01 Request for Information 11/13/23 8 11/20/23 Date Started:RFI NO: Date Completed:Respond by Date: Project Name: BDI Project No: Drawing No: To:Spec Section: From: CC:Cost Impact: Schedule Impact: Subject: Question: Suggested Resolution: Answer: Responded By: Date: Existing NW Concrete Curb The existing concrete curb on the NW end of the project has some cracks which created elevation differences over time. (See attached Pictures as Reference) Is it acceptable to remove the 30+ feet of curb up to the second break in the concrete / elevation difference, and replace with a new curb to create a level finish surface? Remove and Replace for Even Finish Surface TOM SANDEFUR, CITY OF NEWPORT BEACH - THOMAS GUST - BYROM-DAVEY, INC. PAUL PANKOW - BYROM-DAVEY,INC.Yes No Arroyo Park Synthetic Turf Installation (23P11) City of Newport Beach 2309 C1.01 Request for Information 11/14/23 10 11/21/23 Date Started:RFI NO: Date Completed:Respond by Date: Project Name: BDI Project No: Drawing No: To:Spec Section: From: CC:Cost Impact: Schedule Impact: Subject: Question: Suggested Resolution: Answer: Responded By: Date: Existing 12" Storm Drain to be Removed There is an existing 12" storm drain line that was to be removed on the east end of the field. After investigation, we found that the 12" storm drain line picks up the (2) catch basins on the NE end of the field. Is it acceptable to cut and cap the laterals but leave the main in place to not affect the existing drainage system? TOM SANDEFUR, CITY OF NEWPORT BEACH - THOMAS GUST - BYROM-DAVEY, INC. PAUL PANKOW - BYROM-DAVEY,INC.No No Arroyo Park Synthetic Turf Installation (23P11) City of Newport Beach 2309 D1.01 Request for Information 11/28/23 11 12/5/23 Date Started:RFI NO: Date Completed:Respond by Date: Project Name: BDI Project No: Drawing No: To:Spec Section: From: CC:Cost Impact: Schedule Impact: Subject: Question: Suggested Resolution: Answer: Responded By:Date: C1.01 & C0.02 Request for Information 12/1/23 12 12/8/23 Arroyo Park Synthetic Turf Installation (23P11) City of Newport Beach 2309 TOM SANDEFUR, CITY OF NEWPORT BEACH - THOMAS GUST - BYROM-DAVEY, INC. PAUL PANKOW - BYROM-DAVEY,INC.Yes No Transition From Perforated Trench Drain to Solid Drain at SW Corner Per discussions with the owner/AOR and our superintendent in the field, Byrom- Davey was asked to replace the proposed 8" Solid Drain Pipe on the south end of the project up to the first catch basin, after the 90 degree turn of the concrete curb, to be a continuous 6" Trench Drain as shown on the west end of the project per detail 2 on sheet C0.02. Is this change acceptable to the owner? Please see the attached mark up as reference. AOR/Owner disgression The proposed change is approved. 12/4/2023 Date Started:RFI NO: Date Completed:Respond by Date: Project Name: BDI Project No: Drawing No: To:Spec Section: From: CC:Cost Impact: Schedule Impact: Subject: Question: Suggested Resolution: Answer: Responded By: Date: Add Drainage Cleanout Per conversations with the IOR and Owner rep onsite, we were directed to add a cleanout at the start of the 6" perforated drain line in the NW corner, outside of the field. Product data for the G05 cleanout attached as reference. AOR/Owner discretion TOM SANDEFUR, CITY OF NEWPORT BEACH - THOMAS GUST - BYROM-DAVEY, INC. PAUL PANKOW - BYROM-DAVEY,INC.- - Arroyo Park Synthetic Turf Installation (23P11) City of Newport Beach 2309 C1.01 & C0.02 Request for Information 12/8/23 15 12/15/23 Date Started:RFI NO: Date Completed:Respond by Date: Project Name: BDI Project No: Drawing No: To:Spec Section: From: CC:Cost Impact: Schedule Impact: Subject: Question: Suggested Resolution: Answer: Responded By:Date: POC Location for Irrigation System After conversations onsite we were told by the owner the backflow location was to be in the planter on the north side of the bathroom building, very close to where CPL located the propsed existing water line feeding the building. After potholing, we found the existing water line on the west side of the building close to multiple trees/shrubs. Would the District like the backflow to still be in the same location as previosuly discussed onsite to avoid conflict with existing trees/shrubs? If so, we will need to "tee" off the existing waterline and trench 20-25' to the proposed backflow location requested by the owner. Keep the proposed new backflow in location requested by owner. "Tee" off existing water line to that location (20-25") and install a shut off valve before tying into new backflow. TOM SANDEFUR, CITY OF NEWPORT BEACH - THOMAS GUST - BYROM-DAVEY, INC. PAUL PANKOW - BYROM-DAVEY,INC.YES TBD Arroyo Park Synthetic Turf Installation (23P11) City of Newport Beach 2309 L-3.01 Request for Information 1/12/24 20 1/19/24 [ ~ 'We put our team to wor( ~ ~ so your team can pfay \\ Bvrom-oavev, Inc. Request for Information Date Started:2/16/24 RFI NO:24 Date Completed:Respond by Date:2/23/24 Project Name:Arroyo Park Synthetic Turf Installation (23P11) City of Newport Beach BDI Project No: 2309 Drawing No:L-3.01 To:TOM SANDEFUR, CITY OF NEWPORT BEACH Spec Section:- From:THOMAS GUST - BYROM-DAVEY, INC. CC:PAUL PANKOW - BYROM-DAVEY,INC.Cost Impact:YES Schedule Impact:NO Subject:Revised Sprinkler Head Layout Question:The response to RFI 21 mentioned to follow a layout provided during the irrigation walk dated 1/27, but our subcontractor has responded noting they feel the previous layout would not provide sufficient coverage for the newly added sod on the south end of the project. Their superintendent was not present at the irrigation layout walk where this recommendation was given by their forman. Please see the revised layout proposed for review. Suggested Resolution:Byrom-Davey met with our subcontractor onsite to see if the previous layout would be sufficient and feel the new layout provided would fully cover the added sod and create less maintenance concerns in the future. Owner/AOR's discretion: Answer: Responded By:Date: Owner Approved via email. [ ~ We put our team to work, ~ ~ so your team can pfay \\ Bvrom-Davev, Inc. Date Started:RFI NO: Date Completed:Respond by Date: Project Name: BDI Project No: Drawing No: To:Spec Section: From: CC:Cost Impact: Schedule Impact: Subject: Question: Suggested Resolution: Answer: Responded By: Date: Controller Cell Card The notes on Sheet L3.01 say to provide (2) SA03-RM6-48 controllers with (1) DXICA Cell Modem. The cell modem is to be installed in new controller "C" and hardwired to new controller "A" for communications via EV-CAB-COMM Cable as it is installed onsite. After investigations with Toro, we are told the Owner will not be able to cullularly access both controllers with only (1) DXICA Cell Modem and another would need to be added so the controllers can be remotely monitered via cell phone apps. Would the City like to add an additional Cell Card? Owner/AOR's discretion: Byrom-Davey requested Marina to provide proicing to add the second card. TOM SANDEFUR, CITY OF NEWPORT BEACH - THOMAS GUST - BYROM-DAVEY, INC. PAUL PANKOW - BYROM-DAVEY,INC.YES TBD Arroyo Park Synthetic Turf Installation (23P11) City of Newport Beach 2309 L3.01 Request for Information 4/17/24 27 4/24/24 Owner approved via email.