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HomeMy WebLinkAboutP_5206_SVICINITY MAP: CITY OF COSTA MESA JOHN WAYNE AIRPORT ,>J> ,0, ~<?-; r-"~ ~ PROJECT LOCATION VICINITY MAP NOT TO SCALE LOCATION MAP: <9,8 o-1a ~~ ~ MARINERS - rt 0 ta ~ a.: PARK • UNDERGROUND SERVIC.E BASIS OF BEARINGS: ALERT CITY OF IRVINE 73 SC.ALE, N.T.5. ITE/ INDEX MAP: PUBLIC WORKS DEPARTMENT MARINERS PARK IMPROVEMENTS CONTRACT NO. 3806 APPROVED: R.C.E. NO. 36106 DA TE: af ,jejl APPROVED:___________________ DATE: _____ _ ACTING CITY ENGINEER R.C.E. NO. 19111 APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC/AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT ADELPHIA COX COMMUNICATIONS UNDERGROUND SERVICE ALERT DAY (800) 624-8153 (800) 611-1911 611 (949) 644-3011 (714) 962-2411 (714) 542-6222 (800) 422-4133 NIGHT (800) 624-8153 (800) 611-1911 611 (949) 644-3717 (714) 542-6222 (800) 422-4133 PROJECT DIRECTORY: LANDSC.APE ARC.HITEC. T: IRRIGATION C.ONSUL TANT, HATER C.ONC.ERN RJM DESIGN GROUP, INC.. 315'11 C.AMINO C.APISTRANO . <=132 TOHN AND C.OUNTRY ROAD ORANGE, C.A '12868 SAN JUAN C.APISTRANO, C.A '12615 PHONE, ('14'1) 4'13-2600 PHONE, (114) 855-2068 C.ONTAC.T: STEVE HOHL C.ONTAC.T: ERIC. C.HASTAIN C.IYIL ENGINEER, ELEC. TRIC.AL, MC.E C.ONSUL T ANTS GLP ENGINEERING,INC.. Ill C.ORPORATE DRIVE #210 LADERA RANC.H, C.A '126<=!4 PHONE: ('14'1) 542-1220 C.ONTAC.T: TOM C.ARC.ELLI 1151 E. GARRY AVENUE SANT A ANA, C.A '12105 PHONE, ('14'1) 428-8800 C.ONTAC.T, JERRY LEONHARDT SC.ALE, N.T.5. Sht, No. I 2 SHEET INDEX: TITLE SHEET GENERAL NOTES C.IVIL ENGINEER 3 NOTE SHEET 4 DETAIL SHEET 5 PREC.ISE GRADING PLAN 6 PREC.ISE GRADING PLAN 1 EROSION C.ONTROL PLAN 8 HORIZONTAL C.ONTROL PLAN '1 UTILhY SHEET 10 DEMOLITION PLAN LANDSC.APE C.ONSTRUC.TION II LANDSC.APE C.ONSTRUC.TION PLAN 12 LANDSC.APE C.ONSTRUC.TION PLAN 13 LANDSC.APE C.ONSTRUC.TION DETAILS 14 LANDSC.APE C.ONSTRUC.TION DETAILS 15 LANDSC.APE C.ONSTRUC.TION DETAILS 16 LANDSC.APE C.ONSTRUC.TION DETAILS IRRIGATION 11 IRRIGATION LAYOUT t8 IRRIGATION LAYOUT 1'1 IRRIGATION LEGEND 20 IRRIGATION DETAILS 21 IRRIGATION DETAILS LANDSC.APE PLANTING 22 PLANTING PLAN 25 PLANTING PLAN. 24 PLANTING DETAI~· ELEC.TRIC.AL -~ 25 SYMBOLS, NOTESiPANELS, SINGLE LINE DIAGRAM 26 ELEC.TRlc:;,AL SITE PLAN 21 DETAILS AND ELEC.TRIC.AL SPEC.IFIC.ATIONS NOTE: THIS PLAN 15 BASED ON A C.ONC.EPTUAL DESIGN PREPARED BY RIDGE LANDSC.APE ARC.HITEC.TS (JUNE 2003) AND FURNISHED TO RJM DESIGN GROUP, INC, BY THE C.ITY OF NEHPORT BEAC.H TO USE FOR LAYOUT . - DESIGN. C-3806 APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: MARINERS PARK IMPROVEMENTS TITLE SHEET ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE GENERAL NOTES: A. ALL WORK SHALL BE DONE IN ACCORDANCE Y'IITH THE APPLICABLE SECTIONS OF APHA, STANDARD 5PECIFICATION5 FOR PUBLIC Y'IORK5 CONSTRUCTION AND STATE STANDARD 5PECIFICATION5, UNIFORM BUILDING CODE, l'lt:14 EDITION, UNIFORM PLUMBING CODE, I I NATIONAL ELECTRICAL CODE, ALL SAFETY ORDERS OF THE STATE INDUSTRIAL COMMl551pl)-I, TITLE 5, RULES AND REGULATIONS OF THE NATIONAL BOARD OF FIRE UNDERY'IRITING, STA OF CALIFORNIA TITLE 24, SECTION T-20-1401 THROUGH T-20-140t>, AND TITLE 20, SECTIO 1401-140t> ENERGY REGULATIONS. B. THE DESI/SN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORING, TEMPORARY 5UPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE LANDSCAPE ARCHITECT OR STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE NECESSARY SAFETY PRECAUTIONS ANIP MEA5URE NECESSARY TO EXECUTE THE Y'IORK. OBSERVATION VISITS TO THE SITE BY THE LAND;,CAPE ARCHITECT OR ANY OF HIS CONSULTANTS SHALL NOT INCLUDE INSPECTION O[ THE ABOVE ITEMS. . C. DO NOT Y'IILLFULL Y PROCEED Y'IITH CONSTRUCTION AS DESIGNED Y'IHEN IT IS OBVIOUS THAI UNKNOY'IN AND/ OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOY'IN DURINe DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE I CITY'S REPRESENTATIVE. D. THE CONTRACTOR SHALL NOTIFY THE CITY'S ENGINEER THO (2) Y'IORKING DAYS PRIOR TO START OF CONSTRUCTION. I E. IT SHALL BE THE CONTRACTOR'S RESPONS.IBILITY TO CONDUCT HIS OPERATIONS IN SUCH Al I 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 12-HOUR NOTICE TO AFFECTED UTILITIES Y'IHEN RELOCATION IS REQUIRED. G. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY Y'IORK I PERTAINING TO THE PROJECT BETY'IEEN THE HOURS OF 4,50 P.M. AND 1,50 A.M. ON ANY I DAY NOR SATURDAY, SUNDAY, OR HOLIDAYS AT ANY TIME EXCEPT AS APPROVED BY THE CITY. H. THE CONTRACTOR SHALL NOT BLOCK DRIVEY'IAYS OR VEHICULAR TRAFFIC DURING THE PROCESS OF CONSTRUCTION. I. THE CONTRACTOR HILL COMPLY TO HPY'IH, APY'IA HATCH TRAFFIC CONTROL HANDBOOK DURING CONSTRUCTION. J. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION CALL 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 t,' HEIGHT CONSTRUCTION 1 FENCE Y'IITH LOCKABLE GATES AROUND ENTIRE PERIMETER OF THE EFFECTED SITES. THE I CONSTRUCTION FENCE SHALL BE INSTALLED TO THE SATISFACTION OF THE CITY'S I REPRESENTATIVE. CONSTRUCTION FENCE SHALL REMAIN IN PLACE DEEMED NECESSARY P R CITY'S ENGINEER. M. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS. N. CONTRACTOR SHALL MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS. 0. THE GENERAL CONTRACTOR HAR.RANTS TO THE CITY AND THE LANDSCAPE ARCHITECT THA ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEY'! UNLESS OTHERY'IISE SPECIFIED, AND THAT ALL Y'IORK HILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS. F. ALL SUBCONTRACTORS ARE TO COORDINATE Y'IITH THE ELECTRICIAN, DRAINLINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH PROJECT AREA. Q. VERIFY ALL PROPERTY LINES OR LIMIT OF Y'IORK LINES PRIOR TO COMMENCING Y'IORK. R. IN THE CASE OF DISCREPANCIES IN THE DRAY'IINGS, SPECIFICATIONS SHALL TAKE PRECEDENCE OVER DETAILS, AND DETAILS SHALL TAKE PRECEDENCE OVER PLANS. 5. 5UB5TITUTION5 MU5T BE APPROVED IN HRITING BY THE CITY. I T. THE CONTRACT DRAHINGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECT UNLJss OTHERY'IISE SHOHN; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENE71L CONTRACTOR SHALL SUPERVISE AND DIRECT THE Y'IORK, AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION.MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND HIS ENGINEERS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE i MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, HHICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY' • I THE ARCHITECT AND HIS ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES, Y'IHICH ARE FURNISHED BY OTHERS. . THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS, HHETHERI OF MATERIALS OR Y'IORK, AND Y'IHETHER PERFORMED PRIOR TO, DURING OR AFTER COMPLETION OF CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSIST!NG IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE Y'IITH CONTRACT DRAY'IINGS ANDI • SPECIFICATIONS BUT THEY DO NOT GUARANTEE 6ENERAL CONTRACTOR'S PERFORMANCE, AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. UNDERGROUND SERVICE ALERT CALL, TOLL FREE 811 TY'IO V'lORKING DAYS BEFORE YOU DIG I I ABBREVIATIONS: @ A.B. A.B.5 A.C. AC A.C.P. ALT. ALUM APPROX. AVE AVG B.A. BC- B.A.P. BLDG BLVD B.M. BS BY'! C C., COND. CB C.F. C4G C.J. CIR CL C.I. C.M.P. C.M.U. C,O. CONC. CONST. CONT. C.A. C,R. CSK cu. CU. FT. CY DET. D.F. DF DG DIA.,<? DR. DS E EA E.C. E.C.R. E:J. ELEV. EQ. EST. E.Y'I. EX. EXC. FFE FG F.H. FL F.0.B. F.O.C. FS FT FTG. GA. GALV. GC G'.L.B. G.P.M. GR GRND AT ANCHOR BOLT ACRYLONITRILE BUTADIENE STYRENE PIPE ASFHAL TIC CONCRETE ACRE ASBESTOS CEMENT PIPE ALTERNATIVE ALUMINUM APPROXIMATE AVENUE AVERA6E BEGINNING OF CURVE BOTTOM OF CURB BEGINNING OF CURB RETURN BUILDINe BOULEVARD BENCH MARK BOTTOM OF STEP BACK OF HALK CENTER CONDUIT CATCH BASIN CURB FACE CURB AND GUTTER CONTROL JOINT CIRCLE CENTER LINE CAST IRON CORREGA TED MET AL PIPE CONCRETE MASONRY UNIT CLEANOUT CONCRETE CONSTUCT/CONSTRUCTION CONTINUOUS CONCRETE FIFE CURB RETURN COUNTERSINK CUBIC CUBIC FEET CUBIC YARDS DETAIL DRINKING FOUNTAIN DOUGLAS FIR DECOMPOSED GRANITE DIAMETER DRIVE DOY'INSFOUT EAST EACH END OF CURB END OF CURB RETURN EXPANSION JOINT ELEVATION EQUAL ESTIMATE EACH HAY EXISTING EXCAVATION FINISH FLOOR ELEVATION FINISH GRADE FIRE HYDRANT FLOY'! LINE FACE OF BUILDING FACE OF CURB FINISH SURFACE FEET/FOOT FOOTING GAUGE GALVANIZED GROUNDCOVER GLUE LAMINATED BEAM GALLONS FER MINUTE GRADING GROUND DESIGN GROl)p_,_INC. PL,l,NHJN5 AM:) ~,YI: ~'T\.lrf!: 5-15'Gfl GAMlNO CAP!5m,t,NO SAN .JJ>l-' CAPl51'1'AHO, C:.A CC615 "l.+tf -4'15-2600 • PAX 4'11!1-26Ck:> GUY HT. HDR HORIZ HF I.D. INV. IRR. J.B. JT. L. L.A. LAT. LP LT MAX. MFG. M.H. MIN. N N.I.C. NO.,~ N.T.S. O.C. 0.0. OPP. P.A. P.B. P.C. CONC. P.C.C. PL P.P. P.S.I. PT. F.T. PVC R., RAD. R.C.F. RD R.C.V. REF. REQ. RR RT. RHO R/H, R.O.H. ROS s SCH. SD SEC. SG SHT SF SPEC SQ. ST. STA. STD. 545 TC T.C.B. TF TG . T4G TS TH TYF. V. v.c. VERT. Y'I/ H H.P. Y'IY'IM GUY HIRE HEIGHT HEADER HORIZONTAL HIGH POINT INSIDE DIAMETER INVERT IRRIGATION JUNCTION BOX JOINT LENGTH OF ARC LANDSCAPE ARCHITECT LATERAL LINEAR FEET LEFT MAXIMUM MANUFACTURER MAN HOLE MINIMUM NORTH NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE PLANTING AREA FULL BOX PORTLAND CEMENT CONCRETE POINT OF COMPOUND CURVE PROPERTY LINE FOY'IER POLE FOUNDS FER SQUARE INCH POINT POINT OF TANGENCY FOL YVINAL CHLORIDE RADIUS REINFORCED CONCRETE FIFE ROAD REMOTE CONTROL VALVE REFERENCE REQUIRED RAILROAD RIGHT REDY'IOOD RIGHT OF HAY ROUGH SAY'IN SOUTH SCHEDULE STORM DRAIN SECTION SUBGRADE SHEET SQUARE FEET SPECIFICATIONS SQUARE STREET STATION STANDARD SURFACE FOUR SIDE TOP OF CURB TOP OF CATCH BASIN TOP OF FOOTING TOP OF GRATE TONGUE AND 6ROOVE TOP OF STEP TOP OF HALL TYPICAL VOLTAGE VERTICAL CURVE VERTICAL HITH Y'IEST HATER.PROOFING Y'IELDED HIRE MESH , , NOTICE TO CONTRACTOR: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE SITE PRIOR TO MOBILIZATION AND THE BEGINNING OF CONSTRUCTION. ANY EXISTING ELEMENTS TO BE PROTECTED IN PLACE, HHICH 5HOY'I ANY TYPE OF DAMAGE (E.G. CRACKED CONCRETE, DAMAGE TO TREES, ETC.), SHOULD BE BROUGHT TO THE ATTENTION OF THE CITY. OTHERY'IISE, CONTRACTOR MAY BE HELD RESPONSIBLE FOR REPAIRING OR REPLACING ANY DAMAGED "EXISTING ELEMENTS-TO~REMAIN AT HIS EXPENSE. B. A DIGITAL FILE OF THE HORIZONTAL CONTROL INCLUDING FIELD AND HARDSCAPE HILL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION TO ASSIST THE SURVEY IN THE PROPOSED IMPROVEMENTS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROVIDE CHALK MARKS ON FINISH GRADES INDICATING EDGES OF PROPOSED HARDSCAFE ELEMENTS (HALKS, PLANTERS, FENCES, LIGHT FIXTURE, CURBS, ETC.) FOR REVIEY'I AND APPROVAL PRIOR TO CONSTRUCTION. C. EXISTING UTILITIES HERE OBTAINED FROM OY'INER AND AGENCY RECORDS -NOT 'AS BUILT' DRAY'IINGS. CONTRACTOR MUST POTHOLE AND HAND EXCAVATE Y'IHEN COMPLETING ANY SUB-SURFACE Y'IORK. RELOCATE, LOY'IER, OR REALIGN ANY UTILITY ENCOUNTERED. MINIMUM DEPTH OVER NEY'! OR RELOCATED UTILITY 15 24". THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ANY UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOHN OR NOT SHOY'IN HEREON. D. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE OF ANY DIMENSIONAL ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING.ANY Y'IORK. E. DO NOT SCALE THESE DRAY'IINGS. C-3806 APPROVAL RECOMMENDED: MARINERS PARK IMPROVEMENTS GENERAL NOTES FRANK T. TRAN RCE 62845 ASSOCIATE CIVIL· ENGINEER ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE DESIGNED: DRAWN: CITY OF NEWPORT BEACH P-5206-S STAFF STAFF t--C-H-EC_K_ED_: --;-DA_T_E,----+---+-----+-----------------------, DATE:~----- STAFF 08/03 2007 NO. DATE DESCRIPTION OF REVISIONS PUBLIC WORKS DEPARTMENT SHEET 2 OF 27 ' BASIS OF BEARINGS: COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83) ZONE VI, 1983 NAD, (1991.35 EPOCH). COORDINATES AND BEARINGS ARE BASED ON O.C.S. GPS POINTS 6254 AND 6236R1 .. . BENCHMARK: OCS BENCHMARK NB6-17-70 ELEV. 82.001 (NAVD88) FOUND 3-3/4" OCS AL. B.M. DISK STAMPED "NM6-17-70", SET IN THE SOUTHWEST COR. C.8., INT. OF IRVINE AVE. AND 19TH STREET. • SYMBOL I&) POWER POLE OSCO SANITARY SEWER CLEANOUT ® SANITARY SEWER MANHOLE @ STORM DRAIN MANHOLE GI FIRE HYDRANT □WM WATER METER BOX & SERVICE DPB PULL BOX □GM GAS METER ®WV WATER VALVE . POWER POLE ANCHOR /:), MONUMENT -x-x-:,.;.-FENCE BLOCKWALL ~-...--. __ -\ \ TREE ,~__; W~i ~ ' .~ SHRUBBERY -----ASPHALT PAVEMENT 0 CONCRETE L ___ _j ' ' BUILDING 1 ----EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ---i---CENTERLINE --S--SEWER LINE ---VI--WATER LINE ~ GAS LINE . --E--ELECTRICAL LINE --T TELEPHONE LINE --SL--STREET LIGHT ELEC. LINE -IRRIG.-SPRINKLER SYSTEM ~::;r STREET LIGHT -.:,-SIGN 18! EXIST. TREE TO BE PROTECTED IN PLACE UNDERGROUND 5ERVIC.E ALERT ~ CALL: TOLL FREE l~ • 811 . ABBREVIATIONS (IN ADDITION TD GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE BLK BLOCK CATV CABLE TV Cl CAST IRON i CENTERLINE CNB CITY OF NEWPORT BEACH CL CLASS CLR CLEAR C&G CURB AND GUITTR E EAST /ELECTRIC EC END CURVE ECR END CURVE RETURN EVC END VERTICAL CURVE • EXIST EXISTING FLG FLANGE FE FLANGED END FL FLOW LINE FM FORCE·MAIN G GAS GV GATE VALVE GB GRADE BREAK GE GROOVED END IP&T IRON PIPE AND TAG LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER OG ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINFORCED CONCRETE PIPE . RET RETAINING RT RIGHT SCH SCHEDULE s • SEWER sco SEWER. CLEANOUT SMH SEWER MANHOLE SHT SHEET SW SIDEWALK· s SOUTH SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE STL STEEL T TELEPHONE VI WF.ST /WATER W/ WITH LEGEND I' • • I NEW AC PAVEMENT b .. O S • J NEW PCC PAVEMENT ™ DEEPUFT PAVEMENT i::::::~~:<::::::~:<:] PAVEMENT GRIND & OVERLAY I : + : + : +I TURF (SEE LANDSCAPE PLAN) I, .• : I BRICKDUST (SEE LANDSCAPE PLAN) [vvv/vvvvJ INFIELD TURF (SEE LANDSCAPE PLAN) r~ PAVERS (SEE LANDSCAPE PLAN) 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", 2003 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. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTI-!ER UTILITIES SHALL BE ADJUS1ED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES CD PROTECT IN PLACE (2)· CONSTRUCT 12" CATCH BASIN & GRATE PER DETAIL 1, SHEET 4 . CONSTRUCT ACO TRENCH DRAIN K100S OR APPROVED EQ. -SEE DETAIL 5, SHEET 4 (4) CONSTRUCT PERFORATED DRAIN. PER DETAIL 2, SHEET 4 CONSTRUCT 6" PVC, SDR 35, STORM DRAIN PIPE -BEDDING PER DETAIL 3, SHEET 4 ® CONSTRUCT a• PVC, SOR 35, STORM DRAIN PIPE -BEDDING PER DETAIL 3, SHEET 4 0 CONSTRUCT 12" PVC, SDR 35, STORM DRAIN PIPE -BEDDING PER DETAIL 3, SHEET 4 (8) CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 4, SHEET 4 (9) CONNECT TO EXIST. CATCH BASIN PER DETAIL 8, SHEET 4 60) CONSTRUCT UTILITY TRENCH RESURFACING PER CITY OF NEWPORT BEACH STD. 105-L-B (1i) CONNECT PERFORATED DRAIN TO STORM DRAIN WITH REDUCER (12) CONNECT TRENCH DRAIN TO STORM DRAIN WITH ACO K100S CATCH BASIN OR APPROVED EQ. (13) CONSTRUCT ATRIUM DRAIN PER DETAIL 7, SHEET 4 (14) CONSTRUCT DEEPLIFT PAVEMENT PER DETAIL 6, SHEET 4 (15) CONSTRUCT 6" CURB PER CITY OF NEWPORT BEACH STD. 182-'-L, TYPE B (16) CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH sm. 181-L, TYPE D (17) CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH. STD. 181-L, TYPE C LS 11 EA 185 LF 180 LF 765 LF 260 LF 85 LF 3 EA 1 EA 18 LF 2 EA 2 EA 12 EA 135 LF 475 LF 1 EA 1 EA 08) CONSTRUCT 4" AC OVER 4" CMS PAVEMENT 3,550 SF (19) (21) (25) CONSIRUCT HARDSCAPE PER LANDSCAPE PLANS GRIND EXISTING PAVEMENT AND. CONSTRUCT o· TO 4" MAX. A.C. OVERLAY PER APWA sms. -FEATHER TO EXISTING PAVEMENT GRADE AT JOIN -SEE DETAIL 1, SHEET 6 CONSTRUCT LIGHTING STANDARD TYPE III PER. CITY OF NEWPORT BEACH sm. 202-L-B (H=14'-6") REMOVE EXIST. AND CONSTRUCT NEW GALVANIZED GRATE & FRAME (ALHAMBRA FOUNDRY A-1546) RELOCATE AND RECONS1RUCT EXIST. SlREET LIGHT & PULL BOX PER CITY OF NEWPORT BEACH SIDS. 200-L & 204-L ADJUST EXIST. ELECTRICAL PULL BOX TO GRADE LOCATE EXIST. 4"¢± ROOF DRAIN OUTLET PIPE AND CONNECT WITH REDUCER AS REQUIRED SEE SHEET 7 FOR EROSION CONTROL CONSTRUCTION NOTES SEE SHEET 8 FOR STRIPING CONSTRUCTION NOTES SEE SHEET 9 FOR SEWER/WATER CONSTRUCTION NOTES SEE SHEET 10 FOR DEMOLITION CONSTRUCTION NOTES LS 1.600 SF 1 EA 1 EA 1 EA 2 EA 1 EA JI EMERGENCY TELEPHONE NUMBERS SOU ERN CALIFORNIA GAS COMPANY SOU E~N CALIFORNIA EDISON COMPANY SBC/AT&T TELEPHONE COMPANY CITY ~F 'iN. EWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT ADELPHIA cox GOMMUNICA TIONS UNDERG10UND SERVICE ALERT DAY (800) 624-8153 {800) 611-1911 611 (949) 644-3011 (714) 962-2411 (714) 542-6222 (800) 422-4133 NIGHT (800) 624-8153 {800) 611-1911 611 (949) 644-3717 (714) 542-6222 (800) 422-4133 E Q_ r--. t0 r0 r--. 0 --..._ <D 0 --..._ a) 0 "' L Q) C C-3806 ·§ ,----,-, -+!---------===-:-:==--==-=---i---------r---------.---,-----,-----------------------t-;;;;;;:;:;;:-;;;-;;;::;;;:;:-;;-;;::-;;;:;:;:;:--r-----------------------------.2 PREPARED BY: ~11-ofESs1a,, APPROVAL RECOMMENDED: MARINERS PARK IMPROVEMENTS ~ ~ ~~~~D~A~.~~~ ~ ENGINEERING Ii <.,~ ~¢ ,,._ NOTE SHEET -:;; LAND §~ ~ \ ~ is SURVEYING ~ C-23971 "' FRANK T. TRAN, RCE 62845 ,;; E 12 31 07 ASSOCIATE CIVIL ENGINEER ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE " /'""' r' I)' 111 CORPORATE DR., #210 xp. --• 1---------------------i--------;G'. . e,/, (oS LADERA RANCH. cA 92594 ;r.,.: DESIGNED: TEc DRAWN: STAFF CITY OF NEWPORT BEACH P-5206-S w L.~T-Jl',j.::;.:E;,:.FJ/',jQ.:O;,;,R.::~:.K..;~.,;~:,;'7i:..:~:.;,~G;Y ... s __ 1... ________________ ....,,. ____________ ....1,_·~\;. __ 1ii1,_,~·ll~:··-~~::::~-------~_:x_':_9=9~-~-_-~_!2_2=-~-~~-~_.1..;, __ ¾_r._;,,_'_:_~~_-_, ... __ :_c-H=E-C-K=ED===R:A:M:D=A=~==);;;;0-6:/~2"'"'0:o.:.17'-I ... -_-No=.~===D=ATE===~=D_E-S=CR=IP=TI=ON==O=F=R_E-Vl=S=IO=NS=========================~-D-A_TE_,,~=· -=--=--=--=--=--=--=--=--=--=--=-=..i.., ____ P_u_s_L_,c_w_o_R_K_s_._D_E_P_A_R_T_M_E_N_T ___ ..... _s_H_EE_T_3_0F_2_7 ....... ! I I 8 NOTE: BEND EXIST. STEEL INTO NEW COLLAR CONCRETE COLLAR ,----- 1 I - I I I I I I I I I I L,......_""""'"""'_ 3-#4 HOOPS-~ #4@ 12"-~ L----- BREAK INTO EXIST. CATCH BASIN. EXIST. CATCH BASIN INVERT PER PLAN CONNECTION TO EXIST. C.B. SCALE: H.T.S. THIS SCHEMATIC DRAWING IS FOR REFERENCE ONLY. CONTRACTOR TO SUBMIT CUT SHEETS OF FlTTINGS TO CITY FOR APPROVAL PRIOR TO CONSTRUCTION. ATRIUM DRAIN • ~DRAIN = DIRECTION OF FLOW REDUCER AS REQUIRED MAINLINE PIPE SADDLE (W /REDUCING WYE AS REQUIRED) WYE (SIZE OF MAINLINE) SCHEMA TIC OF MUL TIPLIE PIPIE CONNECTION UNDER ATRIUM DRAIN NOTE: ROUGH-IN BELOW GRADE AND SET TO FlNJSH ELEVATION NEAR COMPLETION. SUBSlllUllON USE FLAT GRATE IN TURF AREAS. -SEE DETAIL 1 SHOWN ON PIAN$ 0 ATRIUM GRATE (PLANTER) -BLACK GALVANIZED STEEL FRAME CONFIRM LOCATIONS W/LANDSCAPE PLAN NOJE TO CONJRACTOB FIELD LOCATE ALL INLETS FOR CITY /LANDSCAPE ARCHITECT APPROVAL PRIOR TO FlNAL INSTALLATION. BLK GALV. STEEL 6" A lRIUM GRATE JOSAM 22010 OR EQUAL W/BLACK STEEL FRAME TG PER PLAN FLOW WYE OR TEE (SOR 35) -SIZE AS REQUIRED (OR 1/4 BENO IF END OF MAINLINE) FLOW INV PER PLAN STORM DRAIN SIZE & TYPE PER PLAN EXISTING STREET F.S. SAWCUT 1' MIN. OR AS REQ. ,----,, TO DRAIN PROPOSED CURB AC PAVEMENT (C2-AR-4000) --_-__ -__ -__ E_X_IS_TI~N-G_S_TR_E_ET _____ ~I· DEEPLIFT DETAIL ACOK1005 ieehnkal Data .___,; ACO rnoos Cho"'"" Slope °'1¢1,s. and 11\feiabt:s hrtlff. fn.r.Oaptk{""'f \fa. Un. lt:106-1 ltlQQ-Clll,t: 1(100,.:l: llli)l).:11 tr,loo-41 KI00-5 ., ..... lilitQQo-T ltllJC>II ., ..... r . _, : ,. ~--------~----~ _ __,,__~~- ·-· A.CO DRAIN t.nti~=--~i ,;,. "4.Z'.AI$ ·\ ' I -------------- K 1 005 Catch lla""'1> s.::· --- It 100-11}1~ 11:1®-0{0t 1(100-UJo lf_lO(l,, I l 11.~QO·ll Type K'IOO Catd1 Basin ICI00-1.J. "-' IC(OQ.14 a:1-..u a:1.Q0-10 l/1rAD1V WI PIWIIN:o, IJ:i,,-. SCALE: ILT.8. 111;190• I 7 ,:1i,o.ii ICll)0.1Qo l(LQe:•'2M' ltlOQ-lM!Oli ltl:Q0:•1QI C\IOO-tt lt'IOl•'H G:.'°2•U 119176 ~: -r--- t;, lOO.· J,1, &lCD•ti 110.in-u ~m--u IUOt:1•28 ,;; :r_n,o.,e (OOD·-301~ .......... -=•-a Cu •: •. C'CC ~ . -~ ... ..,:;:;-, ' " AVAILABLE FROM: 214AJ. ;au _;~ .:,-,:,!s! :t"ll!c-· f., ... ~..,. • ..,-;: -[> 2!i0 .a.;:.;, :.:.,,.:-.. ,:-,~ ,~ :.~-'3 .. ::,. V'2,4. .f.!S! Soe,'°'-t1t1 ha· :: ~--C MU .;; 1.J<,:i s.~~~ s--. ~1.-~:tro 1461, ~ ~.J!§66-"slil ~"'{l~_a,,r,, 2464 !J ;I-If;!;::.._~, fb""'J,'>Qli!,;!.'rl(!, .s4e-J Ca>I !,co. li~d.•110 .-t..s& t:w ··= .. -s,:,,w.:.o LL...,. .. ( ::. -.~ ,..,., . ,:r.;,,.,=..--=-i ~ U~I .:).<> e l{ld. $~~--; I 4.";":' ::,._._-,c• !"7' • :~'I\.J.~··-c ....., ' :!Ul " »:n J! 27.U "~ 2:1K 4 .': -~ •• OQ,t4. ll SOl8 1_~ $5-5., 1.15 u.,i )~:14 ,, :,..._ •\.-..;:-w-C~~"I!" ~•-•A•III>"-".)•.,-,.,..,:; ,,.;,_,-..,~..._<i.: -<'"T -'~ .- ~,; ...-~-"'-) ~~ ~~::::: l,, ..... 1":;', .;.::.•:>'I' ·..::.1......-. ,:=.;r.Mt'::<. PAINT GRATE BLACK JEFF ORTEGA -(323) 646-3196 INSTALL PER MANUFACTURE'S RECOMMENDATIONS. CONTACT MANUFACTURER PRIOR TO INSTALL TO OBTAIN SPECIFlC RECOMMENDATIONS FOR INSTALLATION AROUND CHAMFERED BACKSTOP AREA. !'lQJI;_ INSTALL TRAFFIC LOADING GRATE IN PAVEMENT AREAS. INSTALL. NDS 1221 HUB ADAPTER WITH 1211 GRATE (FLATWORK OR 1290 GRATE PLANTED AREA. OTHER LOCATIONS: VARIES INSTALL NOS 60 6" GRATE (FLATWORK) OR NOS 80 ATRIUM GRATE (PLANTED AREA). 8" PVC DFW 51-88 (REQ'D FOR PVC TO DIP ONLY) INV. PER PLAN PLUG END WITH CAP -- (IF LINE NOT CONTINUOUS) .. . .. -· ..... ,. UNDISTURBED SOIL ELEVATION 4 STORM DRA!N .CLEANOUT TRENCH WIDTH AS REQUIRED FOR PIPE -, -·::--;:··:---."' :-....:: ' ::-.:: ' '-/:---.:: •• --·>--:;,:>;.:;;_.,;)<?:-'//):' ;,)½/-:>.:.:>/ .•. --~:~'-:.;,_~~'.i:._~ .::_>~;\_0,~ • • , //:V/.//< _.-,/4<,'/,:.(-·,(v ·:.·:. '-...'-,'-...",,'-.... ....J ~1/,/,·"'.1/,·'-. •• -. -' ,//Yk· .. · G:: ;>,>;)-)0'-:.·. ~ -..:/\_<:'<:< ••.•• u '>'>✓-;~» ·::::. <C /'-.'-</---.'< ••••• Lm ·,y;>', ::: ... .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . .. FINISHED SURFACE BACKFlLL -COMPACT TO 90% RELATIVE DENSITY GRANULAR MATERIAL (S.E.;3Q MIN.) UTILITY BEDDING DET All . 2" TO 8" LAYER OF WASHED SILICA SAND, CONT. 3" ± BRICK DUST 4" N.D.S. PERFORATED DRAIN LINE. SLOPE @ 0.5% MIN., CONNECT TO 6" SOLID DRAIN LINE AS INDICATED PER PLAN. COMPACTED BACKFlLL ADJACENT FlNISH SURFACE 12"x12" CONT. 3/4" GRAVEL SUMP TYPAR LANDSCAPE FABRIC NO. 3301. CONTINUOUS WRAP AROUND GRAVEL SUMP. INSTALL PER MANUF: SPEC. ,e -H • "' • 0, I SCALE: N.T.S. SCALE: M.T.8. 1 PRE-CAST CONCRETE BOX\ DRAINAGE PIPE SIZE & /1/2" MAX. SLOT PER TYPE\ .. ··:~ :-.:-··: ... .: .. . PLAN ' •. '. ' p NOTE: GRATES LOCATED IN ACCESSIBLE AREAS ARE TO HAVE OPENINGS LESS THAN 1 /2" WIDE IN DIRECT ION . OF TRAVEL CAST IRON GRA 1E W / FRAME (TRAFFIC LOADING TYPE) ALHAMBRA FOUNDRY A-2012 GALVANIZED FlNISH I ./, •·' ... ..... ·•· :,-.~ .·_.. .......... I PLAN (FLAT TVPE) , .... • ..... - • .... Lu 0.. 0:: • <D • <O • .... ..... • <O "' I=! i C z < Lu 0.. 0.. 24" 6" FOR 8" PIPE AND GREATER i---i------f---J I PROVIDE WELDED TABS ON GRATES I 4" 12" 4" 1------,------+----1 FOR 4", 6" PIPE . . ·. -~~=- .:.. •. , . DRAINAGE PIPE SIZE & TYPE PER PLAN • "' ~--+--+---TOP OF GRATE (TG) PER PLAN .· .-.·-~-:.:4· ': -~:-."~;~ ~--/·. • co - POURED-IN-PLACE CONCRETE BOTTOM SLOPE TO DRAIN INV PER PlAN NOTE: USE 2500 PSI CONCRETE ELEVATION CATCH BASIN AND GRATE SCALE: U.T.8. () ~ I w u 2 E CL aJ "' "' "' ~ (!) 0 ...... OCJ 0 i" s~:~~= 5 ACO TRENCH DETAIL s~:~= 4" PERF. DRAIN (DUST INFIELD) s~:.~~= C-3806 ] 11------l""------------,-------------~-----'-------==---1---...... ----.-==========-----;;:===-==~;:;;-::;---r---:-:.-;;;-;:;~,;,~-,,,.-__ ....... _-,,.._---..... ----,--,---,--,-------------------..... ---,-f::-;::;:~="-;::====----r----------------------~--------.; 1 ATRIUM DRAIN UNDERGROUND SERVICE PREPARED BY: ~ PPROVAL RECOMMENDED: MARINERS PARK IMPROVEMENTS ~ ALERT CIVIL ~ C.ALL, TOLL FREE e,11 ENGINEERING DETAIL SHEET .;:;-0 LAND 7 SURVEYING C-23971 FRANK T. TRAN, RCE 62845 ,;;; P 12 31 ASSOCIATE CIVIL ENGINEER ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE ., 111 CORPORATE DR .. #210 • --1----------------------r--------;iL I LADERA RANCH, CA 92694 DESIGNED: TEC DRAWN: STAFF CITY OF NEWPORT BEACH P-5206-S t3 THO Y'IORKING DAYS ~,, O! PH: 949-542-7220 t-C-H-EC,...K-ED-:---t-D-A .... TE-------1--+-----+--------------~-------1DATE:_______ 1---------1:::; • BEFORE YOU DIG FAX: 949-542-7230 RAM 08: 06 2007 NO. DATE DESCRIPTION OF REVISIONS PUBLIC WORKS DEPARTMENT SHEET 4 OF 27 / L..-=---=--------....l=-----------------~---------------1-............ ~----------------...i.._ _________ ,._ ______ ._ __ ..._...,_;.;;.;...,_ .... ..._ ____ ,._ ______________________ _,_ _________ _,_ _____________________ _._ _________ .,u \ l J ,...., r•1 \ I I \ An r 7 I J n1\r-AI ' J JOIN 84.27 VERIFY ~ JOIN 84.80 VERIFY FS* FS* w w w (.· .. ·.··:~· {.:. --. 83:E, FG 2 ·2.8TG ...... . 80.8 ll'N •• • VERIF 1 82,95 F 83.15 FG. _ _____,·--· 83.6 FS ,":_. 84.0 FS ~-~ 83.7 TG 2 81. INV "' 2-~.5-TG 1.G.JNV- 2.95 FS LIMITS OF GRADING UNDERGROUND SERVIC.E ALERT C.ALL, TOLL FREE 811 THO HOR.KING DAYS BEFORE YOU DIG I_ n 1 \ r-r 1 0 n Ir /r,nr., SCALE: ►• 1"=20' 20 1 40 CIVIL ENGINEERING LAND SURVEYING 111 CORPORATE DR., #210 LADERA RANCH, CA 92694 PH: FAX: 949~542-7220 949-542-7230 C-23971 p. 12-31- DESIGNED: \ G' CONSTRUCTION NOTES PROTECT IN PLACE CONSTRUCT 12" CATCH BASIN & GRAlt PER DETAIL 1, SHEET 4 CONSTRUCT AGO TRENCH DRAIN K100S OR APPROVED EQ. -SEE DETAIL 5, SHEET 4 CONSTRUCT PERFORATED DRAIN PER DETAIL 2, SHEET 4 CONSTRUCT 6" PVC, SDR 35, STORM DRAIN PIPE CONSTRUCT 8" PVC, SDR 35, STORM DRAIN PIPE BEDDING PER DETAIL 3, SHEET 4 BEDDING PER DETAIL 3, SHEET 4 CONSTRUCT 12" PVC, SDR 35, STORM DRAIN PIPE -BEDDING PER DETAIL 3, SHEET 4 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 4, SHEET 4 CONNECT TO EXIST. CATCH BASIN PER DETAIL 8, SHEET 4 CONSTRUCT UTILITY TRENCH RESURFACING PER CITY OF NE\\PORT BEACH STD. 105-L-B CONNECT PERFORATED DRAIN TO STORM DRAIN l'llTH REDUCER CONNECT TRENCH DRAIN TO STORM DRAIN l'llTH ACO Kl OOS CATCH BASIN OR APPROVED EQ. CONSTRUCT ATRIUM DRAIN PER DETAIL 7, SHEET 4 CONSTRUCT DEEPLIFT PAVEMENT PER DETAIL 6, SHEET 4 CONSTRUCT 6" CURB PER CITY OF NEWPORT BEACH STD. 182-L, TYPE B CONSTRUCT CURB ACCESS RAMP PER. CITY OF NEWPORT BEACH STD. 181-L, TYPE D CONSTRUCT 4" AC OVER 4" CMB PAVEMENT CONSTRUCT HARDSCAPE PER LANDSCAPE PLANS CONSTRUCT LIGHTING STANDARD TYPE Ill PER CITY OF NE\\PORT BEACH STD. 202-L-B (H=14'-6") REMOVE EXIST. AND CONSTRUCT NEW GALVANIZED GRATE & FRAME (ALHAMBRA FOUNDRY A-1546) RELOCATE AND RECONSTRUCT EXIST. STREET LIGHT & PULL BOX PER CITY OF NEIWORT BEACH SIDS. 200-L & 204-L ADJUST EXIST. ELECTRICAL PULL BOX TO GRADE LOCATE EXIST. 4"± ROOF DRAIN OUTLET PIPE AND CONNECT l'llTH REDUCER AS REQUIRED * NOTICE TO CONTRACTOR: CONTRACTOR SHALL VERIFY JOIN ELEVATIONS AND VERIFY DESIGN AS A FIRST ITEM OF WORK. NOTIFY CITY IMMEDIATELY OF ANY REQUIRED CHANGE IN DESIGN . . ** NOTICE TO CONTRACTOR: EXISTING UTILITIES PROVIDED BY CITY OF NEWPORT BEACH. CONTRACTOR SHALL VERIFY LOCATION, SIZE, ELEVATIONS OF EXISTING UTILITIES AND /OR STRUCTURES AND VERIFY DESIGN AS A FIRST ITEM OF WORK. NOTIFY CITY IMMEDIATELY OF ANY REQUIRED CHANGE IN DESIGN. NOTE ALSO THAT DEPTH OF ELECTRICAL LINE RECENTLY . INSTALLED IN PARK IS UNKNOWN. CONTRACTOR TO VERIFY ELECTRICAL LINE DOES NOT INTERFERE l'llTH PROPOSED STORM DRAIN LINE AS A FIRST ITEM OF WORK. FRANK T. TRAN, RCE 62845 ASSOCIATE CIVIL ENGINEER ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE w u 2 r--0 " <D 0 '-._ O'.) 0 + --------- vvvvvvvvv UNDERGROUND SERVICE ALERT CALL, TOLL FREE bl! ;: \MCE Files\Job\48,63 Mariners Park\C-6,dwg 8/6/2007 -------------------------- \ SCALE: 1"=20' 0 20 40 3: 39: 37 PM PDT 1 0 CONSTRUCTION NOTES PROTECT IN PLACE , CONSTRUCT DEEPUFT PAVEMENT PER DETAIL 6, SHEET 4 CONSTRUCT 6" CURB PER CHY OF NEWPORT BEACH STD, 182-L, TYPE B CONSTRUCT CURB ACCESS RAMP PER CITY OF NE'h?ORT BEACH STD, 181-L, TYPE C CONS UCT HARDSCAPE PER LANDSCAPE PLANS __ , ----===, ""'"'"" 7 o:.=-"'-z-:l = -~=~~=,;,~~,~--=----,:"'\ GRIND EXISTING PAVEMENT-AND CONSTRUCT o• TO _4• MAX, A,C, OVERLA. Y PER_ APWA STD.,JS," -FEATHER TO EXISTING PAVEMENT GRADE AT JOIN -SEE DETAIL 1, SHEET 6 •._ --~-,/~~-- .& N .1.c.' -- z 0 -, EXIST, PAVEMENT -a, I c, I MATCH EXIST, FINISH SURFACE AC OVERALY I I I I I I 2% MAX, IN ANY DIRECTION IN PARKING STALLS ---- GRIND & BOTTOM OF GRIND OVERLA V DETAIL * NOTICE TO CONTRACTOR: SCALE: 11.T.8. CONTRACTOR SHALL VERIFY JOIN ELEVATIONS AND VERIFY DESIGN AS A FIRST ITEM OF WORK, NOTIFY CITY IMMEDIATELY OF ANY REQUIRED CHANGE IN DESIGN, ** NOTICE TO CONTRACTOR: EXISTING UTILITIES PROVIDED BY CITY OF NE'h?ORT BEACH, CONTRACTOR SHALL VERIFY LOCATION, SIZE, ELEVATIONS OF EXISTING UTILITIES AND /OR STRUCTURES AND VERIFY DESIGN AS A FIRST ITEM OF WORK. NOTIFY CITY IMMEDIATELY OF ANY REQUIRED CHANGE IN DESIGN, NOTICE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED, C-3806 APPROVAL RECOMMENDED: MARINERS PARK IMPROVEMENTS PRECISE GRADING PLAN L ( - r { , ( ( ( ( ' ' C 11---r--I""~ • ' l f " ~; f j ' -.--~j l : r--' -- :::·· ,,...._..., if i..,./ UNDERGROUND SERVICE ALERT C.ALL, TOLL FREE ~II 1. 2. --------------- EROSION CONTROL PLAN GENERAL NOTES IN CASE OF EMERGENCY, CALL _____ AT ______ OR ---~--· A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (NOVEMBER 1 TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES v.HtN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE BUILDING AND SAFETY INSPECTOR IF THE GRADING OPERATIONS HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED. 4. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER K1UST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 5. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM. 6. 7. 8. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS 2 FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. EXCEPT AS OTHERWISE APPROVED BY THE BUILDING AND SAFETY INSPECTOR, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY OR \'rl:EKENDS WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. ALL LOOSE SOIL AND DEBRIS WHICH MAY CREATE A POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE REMOVED FROM THE CONSTRUCTION NOTES @ INSTALL DOUBLE HIGH ROW OF SANDBAGS PER DETAIL THIS SHEET @ CONSTRUCT TEMPORARY GRAVEL ENTRANCE PER DETAIL THIS SHEET LEGEND -SANDBAGS ---~----~-------- 1-,c~ ' .I ' ' --====--------- ----- \ =----- ---------- ------·-•i _'-.;_ --"' ~ ~ -· .-..,.- -'.>. "' "' "' "' 1/ :..----- 1/ 1/ "' "' "' ::--.,_ ') 1/ 1/ 1/ 1/ $ »:•. _'· $ 7 - LIMITS OF GRADIN~- 9. 10. 11. 12. - 4- -~,,t,:-:• ~ ............... --~-·-·--·--- THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE SHALL BE AT THE DISCRETION OF THE CITY ENGINEER. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER 1 AND APRIL 15 WITHOUT THE APPROVAL OF THE CITY INSPECTOR. EROSION CONTROL DEVICES SHALL NOT BE MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. REVISED PLANS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. THE CONTRACTOR SHALL SUPERVISE EROSION CONTROL WORK IN ACCORDANCE .WITH THE APPROVED PLANS. THE WORK ALSO INCLUDES, BUT IS NOT LIMITED TO, INSPECTION OF EROSION CONTROL MEASURES BEFORE RAINSTORM AND 5-DAY PROBABILITY RAIN FORECAST. $ ,_ _,1;' !~·. .,....... -/·' -.,,, . -__ r • ✓~"" -:/ / i ,;l';-· ~v ✓:,;- , _,;, -->~~ -• ~ ;/ _· ::/ _. ~V/ • ,- ; ·-,}~..- r STEEL GRATE 2" -3" COARSE AGGREGATE TEMPORARY GRAVEL ENTRANCE NOT TO SCALE NOTE: INSTALL DOUBLE HIGH_ ROW OF SANDBAGS AROUND ANY INTERIOR CATCH BASINS WHEN INSTALLED. NOTE: PLACE 4• PVC DRAIN PIPE IN EXISTING GUTTER FLOWUNE WITH A.C. RAMP AT DRIVEWAYS IF STREET CURB & GUTTER DRAINAGE FLOW IS BLOCKED. 2 BAG MINIMUM SANDBAGS (TYP.) SANDBAG DETAIL NOT TO SCALE 0 ~ I w 0 2 E Q_ 0 -st-,;-; r--- 0 --..___ CD 0 --..___ CJ) 0 ,;; -:· ~ . ,//, / /' ! ---~-~-.--.._ / ...... 7 :/ ,, /',_/• "; /-I _, _;-0 ··-. < .. _.,/-' _../· / ._"__ --· 1! .x .' ..,_ ' ·"' :-~ /..,,., ,-<"' .. .,,r~"' a ,,_,S:'--c-----\ ,__ ;· ---. ' [L j ~· ~ -; ,/ --, __ .•_,__ -~-//' ,f: C-38O6 ~ ~---'--------'-----===--=--==='"--==:....L.------=---,r----__:..--"'---"-'-.----'-r'----"'-..:..,,----'------"'~-t~~------------------.-::::==:--::=:-:-::===--.-------------------------------~~ PREPARED BY: APPROVAL RECOMMENDED: MARINERS PARK IMPROVEMENTS ~ CIVIL ~ ENGINEERING EROSION CONTROL PLAN -;:;o LAND , SCALE: 1 • =30' SURVEYING C-23971 FRANK T. TRAN, RCE 62845 ,;;; ll-!il'/4 I W i 111 CORPORATE DR., #210 xp. 12-31-ASSOCIATE CIVIL ENGINEER 1--0_N_D_O_V_ER_D_R_I_V_E_F_R_O_M_IR_V_I_N_E_A_V_E_N_U_E_T_O_M_A,R_IN_E_R_S_D_R_IV_E_---t~ - 0 30 60 \ { Q,LADERA RANCH, CA 92694 DESIGNED: TEC DRAWN: STAFF CITY OF NEWPORT BEACH P-5206-S w THO HOR.KING DAY5 ~ 1 Ou PH: 949-542-7220 1--------t------1---1------+----------------------1DATE:_______ 1----------11~ L.-....:B:.::E:;F_o:.:.,RE:=,.,Y.;.,;;OU;;..:.D.:.IG::.. __ ,1_ ________________ ~------------.l..----....;,-------F-AX_:_94_9_--54_2_-1_2_30 _ _,_ _______ _,1,_c_HE_c_KE_D_, ~R;:;:AM:::.i..,D_Af~a:t,,: 0~6~20~0::_7i,_N_o.,..J.. __ DA.,.TE_ .... _DE_s_cR_1P_TI_o_N_o_F_R_EV1_s_1o_N_s ___ :-----------..l.,,---------!..-----P-U_B_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ____ i...,sH_E_ET_7 __ o_F_2_7.....,,,S I=====- ,..,·· ,~*l;l· ----,,~ 7 .. ··.,,--,..._ ,. 'l ,, .,,./' 6.oo· CONSTRUCTION NOTES @ PROVIDE STRIPING AS INDICATED 235 2 236 <o. 0 1 ·'3_-. > {X C 21--S -.. °"'"'-~ ~- 211 272 208 273 202 f, --l ·o o. 275 292 295 RS.OD' J BASIS OF BEARINGS: 9. '± 278 28 ~·. -, __ ---------- NOTE TO CONTRACTOR: A DIGITAL FILE OF THE PARKING LOT AND HARDSCAPE CAN BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION TO ASSIST THE SURVEYOR IN THE LAYOUT. NOlE: PROPOSED STRIPING HAS BEEN LA YEO OUT USING EXISTING STRIPING DIMENS10NS PER CllY'S DIRECTION. 6.00' ;__________~ 302 R129:00' 286 ·-R\ 35.00' -~- 2!\7 · --._ 288 COORDINATE POINT LIST POINT NORTHING EASTING DESCRIPTION BOUNDARY CONTROL 1 2176287. 235470 6056801. 717050 GPS 6254 2 2178574. 043220 6058700, 136480 GPS 6236R1 6 2178273. 353440 6058505, 127710 HV-1 7 2177799. 519130 6058088. 824690 HV-2 8 2177809, 800980 6058069. 347320 FD SP+V- 9 2177294, 563900 6057655. 161510 HV-3 10 2177308, 632550 6057639, 215890 FD SP+W 11 2176951. 782320 6058296. 568240 HV-4 12 2177073. 829030 6058262, 996710 FD SP+W 13 2177034, 312210 6057989, 583820 FD PK+SH 14 2177090, 410710 6057893, 394240 FD IP 16 2177405, 313710 6059050. 510230 HV-5 17 2177403, 491480 605899 I. 083800 FD PK+W COORDIINA TE POINT LIST POINT NORTHING EASTING C□NSTRUCTl □N C□NTR□L 200 2177848, 2635 6058683, 9593 201 2177838. 4134 6058614, 6558 202 2177769, 1099 6058624, 5059 203 2177778. 9600 6058693,8094 204 2177635. 4027 6058714, 2132 205 2177818. 0097 6058471. 0986 206 2177862. 7492 6058608. 2148 207 2177872. 9472 6058679, 9952 208 217785 I. 3340 6058708. 7701 209 2177779. 3882 6058719. 0002 210 2177891. 9181 6058703, 2912 211 2177876. 1799 6058730. 5920 212 2177918 .. 9226 6058731. 5010 213 2177892. 2294 6058769. 4565 214 2178027, 4639 6058565. 0520 215 2177982. 2119 6058617. 1410 216 2177958. 7007 6058596, 7157 217 2178003, 9527 6058544. 6268 218 2177900, 8867 6058504, 7578 219 2177912, 4985 6058491. 3663 220 2177915, 3070 6058491. 1544 221 2177919, 0499 6058483, 8107 222 2177919, 2635 6058486, 6430 223 2177963, 7771 6058524, 5867. 224 2177967, 9880 6058524. 2711 225 2177958, 0669 6058527, 6034 226 2177963, 0746 6058544. 8030 227 2177975, 8426 6058528, 3700 228 217797 I. 3229 6058553, 0447 229 2177962, 9329 6058576, 6748 230 2177898, 9294 6058637 .. 4673 231 2177884, 7660 6058643, 4195 232 2177869, 1025 6058645, 6458 233 2177876, 6146 6058606. 2931 234 2177870, 9572 6058602, 0212 235 2177936, 0576 6058625, 3946 236 2177923, 7783 6058625, 3201 237 2177901. 7315 6058642, 8068 238 2177896, 2949 6058646, 0897 239 2177894.-3750 6058649, 5123 240 2177897, 6092 6058672, 2670 241 2177961. 3582 6058698, 5276 242 21779'66, 4783 6058692, 7997 243 2177983, 4364 6058682, 5558 244 2177996, 9495 6058676, 2987 245 2178016, 0810 6058655, 9950 246 2178030, 9157 6058637, 9304 247 2178050, 2584 6058654, 2677 248 • 2178045, 6875 6058659, 5719 249 2178038, 4545 6058662, 2211 250 2178023, 7250 6058659, 9771 • 251 2178021. 1155 6058660, 8585 252 2177972, 3075 605871 I. 3826 253 2177973, 5445 6058716, 3222 254 2177979, 7645 6058718, 3279 255 2177981. 7695 6058727, 6384 256 2177981. 1587 6058728,. 1918 257 2177977. 4485 6058729, 6159 258 2177948.6227 6058729, 5253 259 2177917, 9082 6058765, 3825 260 2177874, 4343 6058788, 4127 261 2177851. 4186 6058803, 7291 262 217785 I. 6566 6058810, 5358 263 2177863, 5806 6058817, 3200 264 2177863, 6956 6058820, 7260 265 2177854, 4498 6058826, 8463 266 2177851. .3987 6058827, 0006 267 2177836, 2121 6058819, 0229 268 2177835,2107 6058819, 6120 269 217781 I. 9772 6058823, 8489 270 2177819, 5675 6058810, 3358 271 2177839, 8082 6058787, 6358 272 2177853, 3770 6058746, 0454 273 2177832, 4922 6058737, 2084 274 . 2177819, 6281 6058739, 0368 275 2177791. 6176 6058754, 5102 276 2177735, 0656 6058774, 7654. 277 2177712, 2225 6058775, 4266 278 2177670, 5212 6058802, 5181 279 2177651, 6182 6058816, 9627 280 2177648, 1722 6058824, 2820 281 2177660, 9713 6058865, 6873 282 2177650,6007 6058862, 6129 283 2177652, 5809 6058858.8608 284 2177641. 2962 6058822, 3547 285 2177638, 1643 6058820, 2524 286 2177609, 1063 6058813, 0573 287 2177597, 6670 6058804, 7784 288 2177599, 3152 6058798, 3615 289 2177665, 7693 6058798, 8549 290 2177710, 8067 6058769, 5960 291 2177736, 1418 6058768, 8627 292 2177787.0385 6058750.6330 293 2177812, 8507 6058734, 3027 -H 294 2177815, 0497 6058730, 9814 "' ~ 295 2177781. 5189 6058733, 8413 296 2177775, 8418 6058729, 5980 297 2177817, 1283 6058714, 6459 298 2177970, 8090 6058655, 5847 299 2178005, 2817 6058615, 9037 300 2177998, 8767 6058610, 5078 301 2178034, 0050 6058570, 0722 302 2177612, 3650 6058808, 0194 303 2177953, 2377 6058751. 1603 • 304 2177938, 7006 6058763, 7696 305 2177940, 2612 6058764, 1003 306 2177953, 3446 6058752, 7520 307 2177739, 0343 6058859, 9886 308 2177684, 2871 6058880, 6801 309 2177640, 6570 6058893,9935 310 2177594, 3423 6058905, 2192 311 2177632, 0438 6058903, 5183 TOP OF PAVING "' #5 REBAR W/ 2'-o• IMBED INTO PAVING 2-#3 REBARS ==4~===== =======4~== 11 11 11 11 EPOXY TO A.C. PAVING WHEEL BUMPER • .,., N.T.S. I NOTES 1. ALL STROKES TO BE 3" WIDE. 2. PROVIDE TWO COATS OF PAINT. 3. BLUE BACKGROUND WITH WHITE SYMBOL 4. LOCATE SYMBOL AT CENTER OF STALL WHERE SHOWN ON SITE PLAN. 5. ONE SYMBOL FOR EACH HANDICAP PARKING SPACE. 3' 11 11 HANDICAP SYMBOL DETAIL N.T.S. HANDICAP SYMBOL PER DETAIL ABOVE . t) ~ I w 0 2 r-.. 0 @) CONSTRUCT ADA PARKING STRIPING, SIGNS & BUMPERS PER DETAIL 1, THIS SHEET LS 2 EA COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83) ZONE VI, 1983 NAO, (1991.35 EPOCH). COORDINATES AND BEARINGS ARE BASED ON O.C.S. GPS POINTS 6254 AND 6236R1. 312 2177613, 5904 313 2177607, 3481 6058908, 0394 6058909, 5401 v.HEEL BUMPER PER DETAIL ABOVE 4• WIDE PAINTED BLUE STRIPES, 2 COATS "' (!) 0 "' oO UNDERGROUND SERVICE ALERT CALL, TOLL PREE e,11 BENCHMARK: OCS BENCHMARK NB6-17-70 ELEV. 82.001 (NAVDBB) FOUND 3-3/4" OCS AL. B.M. DISK STAMPED "NM6-17-70", SET IN THE SOUTHWEST COR. C.B., INT. OF IRVINE AVE. AND 19TH STREET. 314 2177615. 9088 6058917, 6113 315 2177610, 6019 6058923, 1497 316 2177598, 4467 6058911. 5025 HANDICAP SIGN (TYP.) HANDICAP RAMP PER PLAN 0 "' "' " OC) I :3- 1--1-r--A-D_A_P_A_R_K_I_N_G_D_E_T_A_I_L ____ --r::S:-::-CALE:-:-=-I: ! 00. T.8. "' '-----'-------------------------------------tL (I) C-3806 -~ ~----------------------.----------,,-----------.---,------,-----------------'-------'-..---~------..--------~---------------------12 PREPARED BY· APPROVAL RECOMMENDED: s ,,, • MARINERS PARK IMPROVEMENT (!) r,j st. HORIZONTAL CONTROL PLAN ~ 0 SCALE: 1 • =30' l;! C-23971 FRANK T. TRAN, RCE 62845 ~ Exp. 12-31-07 ASSOCIATE CIVIL ENGINEER ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE " CIVIL ENGINEERING LAND SURVEYING 1 a m 1 = 111 coRPoRATE oR •. #210 If 1----------------------,-------LL 0 30 60 \ Ill! LADERA RANCH, CA 92694 DESIGNED: TEC DRAWN: STAFF & g/0 /07 N, I, C, -WORK BY OTHJ=RS CITY OF NEWPORT BEACH P-5206-S t5 THO HOR.KING DAYS i 1 r" PH: 949-542-7220 ~:;:;:;:=-----,-;:;-;-;;;::--"-''-"-'--t-==-r-=--=--.:.._;_+-"-'--'--...:;_--'-----'---'---_;_-'---'------"-!lll--'~-lDATE:_______ 1--------113 BEFORE YOU DIG FAX: 949-542-7230 CHECKED: RAM DA~: 06 2007 NO. DATE DESCRIPTION OF REVISIONS PUBLIC WORKS DEPARTMENT SHEET 8 OF 27 11....~-----....,,..... ___ ...1., _____________________________ ,.!.. ___________________ ._ _______ ..i.. __ ....;,;.;.;:;...,_;.;;.;.;;.=..i..-...i..---....,--------------------....1.--------.....!--------------------"'-------o --~-----, l ' j -, . I i 1 l UNDERGROUND SERVIC.E ALERT CALL, TOLL FREE 811 mo HORKING DAYS BEFORE YOU DIG , . I -. I j 7 i ' L -.! . ' :1C. ... )'~- ;;: -~r~ ' -··,./L ;_= ---------- ---------------~----- SCALE; 1 "= 20' -b ,; ... p ... 0 20 40 N. t. C. RUCTION NOTES DOMESTIC WATER CONST l!lCTION NOTES JOIN EXISTING SERVICE PER Cl~ Ev.PORT BEACH STD. 50 CONNECT TO DRINKING FOUNTAIN CONSTRUCT 3/4" COPPER SERVICE PIPE (TYPE ' . ** NOTICE TO CONTRACTOR: EXISTING UTILITIES PROVIDED BY CITY OF NEWPORT BEACH, CONTRACTOR SHALL VERIFY LOCATION, SIZE, ELEVATIONS OF EXISTING UTILITIES AND/OR STRUCTURES AND VERIFY DESIGN AS A FIRST ITEM OF WORK. NOTIFY CITY IMMEDIATELY OF ANY REQUIRED CHANGE IN DESIGN. 1 EA 1 EA 205 Lf () ~ I w u ::a; .E CL " 0 ....... <O 0 ....... co D tIJELECT. LINE UNDERGROUND SERVICE ALERT GALL: TOLL FREE 811 TV'IO V'IORKING DAYS BEFORE YOU DIG \ I A ,,·<r r·r \ I I \ ,t n ,.... "7 l I r C I ' ' ., l 1 -~~:~ - t j.' ,, I 0 SCALE: 1"=20' H1 H0 20 n /,-. /nr,r,-, 7 ,..., 7 A r'll~ nr-, :j 40 CIVIL ENGINEERING LAND SURVEYING 111 CORPORATE DR., #210 LADERA RANCH, CA 92694 PH: 949-542-7220 FAX: 949-542-7230 C-23971 p. 12-31- DEMOLITION NOTES DJ PROTECT IN PLACE __ .,.. (I] SAWCUT AND REMOVE P.C.C. CURB ~ REMOVE P.C.C. WALK llll]iiill \}] REMOVE TETHER COURT/FACILITIES/PICNIC PADS/BBQ I I 111 i I l]I @J REMOVE BASKETBALL COURT AND SALVAGE POLE/BASKET /BACKBOARD ~ SAWCUT AND REMOVE A.C. PAVEMENT AND BASE , II] REMOVE AND RELOCATE STREET LIGHT -SEE SHEET 5 C2Z2}-------{fi CLEAR AND GRUB PER SPECIFICATIONS -WEED ABATEMENT AFTER TURF REMOVAL (SOD CUT AND DISPOSE OF EX. TURF) I}) REMOVE IMPROVEMENTS TO THE SATISFACTION OF CITY OF NEWPORT BEACH l!Q) REMOVE EXISTING TREE TO THE SATISFACTION OF CITY OF NEWPORT BEACH [j] REMOVE WOODEN TREE PLANTER [j] RELOCATE EXISTING SIGN TO THE SATISFACTION OF CITY OF NEWPORT BEACH DEMOLITION GENERAL NOTES C. D. E. F. G, H. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING BIDS. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITY LINES, PIPES, VAULTS, OR BOXES, PRIOR TO ANY EXCAVATION. ANY DAMAGE INCURRED TO ANY EXISTING UTILITY ELEMENTS SHALL BE REPAIRED AT NO ADDITIONAL COSTS TO THE OWNER. LOCATIONS OF CONSTRUCTION ELEMENTS: LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD THE LOCATIONS OF THESE ITEMS INTERFERE l'.1TH THE PROPER EXECUTION OF WORK. ALL DEMOLITION ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND BE DISPOSED OF IN ACCORDANCE WITH LOCAL CODES. CONTRACTOR SHALL REMOVE ALL DEMOLITION ITEMS NO MORE THAN 24 HOURS AFTER THEIR DEMOLITION. NO RUBBISH OR DEBRIS SHALL BE BURNED ON SITE, DEMOLISH, REMOVE AND DISPOSE OFF-SITE THE FOLLOWNG ELEMENTS WITHIN LIMIT-OF-WORK TO INCLUDE BUT NOT LIMITED TO: INTERFERING VEGETATION l'.1TH NEW IMPROVEMENTS. ANY DAMAGE TO EXISTING PLANT MATERIAL, HARDSCAPE, HARDSCAPE ELEMENTS, IRRIGATION AND ELECTRICAL INFRASTRUCTURE SHALL BE REPAIRED OR REPLACED BY CONTRACTOR TO SA Tl SF ACTION OF THE CITY'S ENGINEER AT NO ADDITIONAL COST. CONTRACTOR SHALL NOTIFY THE CITY'S ENGINEER IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON THE PLAN. DEMOLITION PLAN FRANK T. TRAN, RCE 62845 ASSOCIATE CIVIL ENGINEER ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE () ~ I w u 2 'tf/ \ I • • I /-. .--..\ j W.J\ I-' w E -----i--- ' IElil llii!il EXISTING SIDEii ALK + I ~~ REL.OCA TED ~ ,, TRAFFIC ShSN 1J% 'i) PROTECT-IN-PL.ACE: PARK MONUME:NT !i!!ill ~ cm:m mzm i -·-., . I' T w I V~ V V V V V :"'v.::° ,V V V V vvv vvvv vvvv + + +. + + +- + + + + + ~ + + + + + + +'q"" + + + + + + + + + + + + + vv vvvvv vr,;vvvvvvv vv vvvvvvv V VVVVVV vvvvvvv vvvvvvv vvvvvv vvvvvv + + + {C,t-+ + :<1-1--' E+ + + + + + + + + + + + -R6~ + + + + + + + VVVVVVVVVV~' vvvvvvvv __ "'1114 vvvvvvvvvv vvvvvvvvv vvvv 1>. z;'· ' ---1 ., cf.: ING SIGN ~WARNIN5-SIGN /'r--c--~~ i C!!la vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv v-vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv.vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv v v v v v v v v v v v v v v v v v v v v v v v vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv. vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv v v v v v v v vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv v v v v v v v v v v v VVVVVVVVVVVVVVVVVMVVVYYYYYYVYYVYYYVVYVVYVVYYVYYVVYVVYYVVYYVYYVVYVVYYVYVVV V Y Y Y Y V Y V Y Y Y Y V V Y Y Y V V Y vvvvvvvvvvvvvv~v#vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv v v V V V V V V V V V V VtJ,J;.4-V V V V V V V V V V V V V V V V V V V V V V V V V v.v'w V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V v-)., V V V V V V V V V V V V V V V V V V V V V V V _v V ,v y<:.,/v V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V _y ,'JV V V V V V V V V V V V V V V V V V V V V V V V V «} V V V V V V V V V VY. V V V V VY V V V V V V V V V V V V V V'ftjv V V V V V V V V vvvij~vvvvvvvvvvvvvvvvvvvvvvvvvwvvvvvvvvvvvvvvvvvvvvvvvvvvvvvy~vvvvvvv YYYVVVYVVVYYVYVVVVVVVYVVVV~V·VVYVVVVVVVVVYVVVVVVVVVVVVYVV~VVVVY mm illl!!!l vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv~vv YVYVYVYVVVVVVVYYVYYVVVVYYYVVVYVYVYVVYYYVYYYYYVYVY- VVVYVYVVYVVYVVVYYVYVYVYVYVVVVYVVYVVVVVY vvvvvvvvvvv~vvvvvvvvvvvvvvv mm l1lillill UNDER<SF<.OUND SERVICE NOTE '.-c:;::;-~ CAP~~, ~'I!~ ,.,~..,,_-;,;o > ALERT CALL, TOLL FREE 811 THIS PLAN 15 BASED ON A CONCEPTUAL DESIGN -A~ BY RIDeE LANDScAPE Al<CHl11:CT5 (JUNE 2005) AND FURNISHED TO RJM DESIGN eROUP, INC BY THE CITY OF Nl=l"1PORT eEAc.H TO USE FOR LAYOUT DESIGN. O' .... -....... ~ \,~ \\ ::::> o:: _;1 '20 IO' 20' 40' A. 6. SIGN eENERAL NOTES, CONTRACTOR SHALL WATE:R AND MAINTAIN E:XISTIN<S 'TURF, SHRUBS AND TREE: ARE:AS INSIDE: AND OUTSIDE: TH!: LIMIT OF Y'IORK (WHICH MAY RE:GUIRE: IRRl5ATION ZONE:S TO BE: SHUT DOHN IN ORDE:R TO COMPLE:TE: THE Y'IORK) IN A HEAL THY CONDITION BY Y'IHAT EVE:R ME:ANS AND ME:THOD NE:CE55ARY THROU<SHOUT TH!: DURATION OF CONSTRUCTION. CONTRACTOR SHALL RE:PLACE: ALL DAMAGE:D PLANT MATE:RIAL AT NO COST TO OY'INl=R. 51:E SPECIFICATIONS FOR SOIL PRE:PARATION AND AMl=NDMl=NTS. PA LINETYPE LEGEND DESC.F<.IPTION, lllill!!il m 11!1 €?%& ¥➔ 11!1 1111 Imm! • PLANTER AREA COMMENTS LIMIT OF Y'IORK/CONSTRUCTION FENCING TYP. \ \ ,---, ' ($) vvvvvv vvvvv 0 0 l~_J 0 CONSTRUCTION LEGEND CONSTRUCT, SOD -OUTFIE:LD i SOD -INl'lll=LD INFIELD MIX. MIN. 5" DE:PTH DETAIL REFERENCE/ COMMENTS A5RONO-TE:C BALLFIE:LD MIX 2A. see SPECIFICf-TIONS. TIF<SRE:E:N HYBRID seRMUDA SOD o'.kRSE:E:DE:D Y'IITH PERE:NNIAL RYE:. see SPECIFICATIONS. PRO <SOLD INFIELD MIX. AVAILABLE: FROM GAIL MATERIALS. SEE SPECIFICATIONS i· 0 ··•sASE:/HOMEPLATE: FURNISH AND INST ALL 'HOLL YHOOD' HOMEPLATE, MODE:L 1110550 AND l5T-5RD 0 IB PITCHIN5 MOUND SEATWALL!RETAININ<S WALL JOIN E:XISTIN<S CONCRE:TE: BULLPEN DUISOUT. PLANTING AREA BASKETBALL COURT DRINKIN5 FOUNTAIN TRASH RECE:PT ACLE BASEBALL FENCIN5/NE:TTIN6 FOUL POLE: WITH PAD CONCRETE: PAYING PITCHER MOUND/ CATCHERS BOX ADA RAMP EXPANSION JOINT CONTROL JOINT LIISHT FIXTIJRE: b'-0 DIA. TREE: GRATE: BASE:, MODE:L 1110502 TOMARK SPORTS (e,oo) <'15'1-lb44 OR APPROVED eauAL. INSTALL PER MANUFACTURER'S SPEC . FURNISH AND INSTALL 'HOLLYY'IOOD' PITCHING RU66E:R. MODE:L 1110500 TOMARK SPORTS (bOO) <!5<!-lb44 OR APPROVED E:aUAL. INSTALL PER MANUFACTURE:R'S SPE:C. see DE:TAIL If>, SHT. 15 see DE:T AIL 1, SHEE:T 15 CONTRACTOR SHALL INSTALL SPEE:D DOY'IE:LS @24" 0.C. CORE DRILL INTO EXISTIN<S GONCRETE 51:T DOWE:LS, INSTALL EX. JOINT PER DETAIL AND INSURE THAT NE:Y'I CONCRE:TE 15 FLUSH k'IITH E:Xl5TIN5 CONCRETE: FINISH GRADE:. see DETAIL 4, SHEE:T 14 see DE:TAIL 5, SHEE:T 14 PER LANDSCAPE DRAWINGS. 51:E DETAIL I, SHEE:T llf> see DE:TAIL 4, SHEE:T 15 FURNISH AND INSTALL TRASH RE:CE:PTACLE:, MODEL IIGIR-6W2551f>Y'I, AVAILABLE: FROM GUICKCRETE (<'IO<!/ 121-2240) OR APPROVE:D E:GUAL. INSTALL PE:R MANUFACTIJRE:R'S SPEC. 51:E DE:TAIL 2, SHT 14 / DE:TAIL I 4 2, SHT 15 TOMARK SPORTS PRO 20' FOUL LINE POLE MODEL 55110 Y'IITH 12' TALL HIN<S PANE:L. SEE DETAIL 2, SHEE:T 15 INSTALL AND FURNISH 4" THICK PRO <SOLD PRE:MIUM MOUND AND HOME:PLATE: MIX FROM <SAIL MATE:RIALS. see SPE:CIFICATIONS. PER CIVIL E:N<SINEER'S DRAHINGS. SEE: DE:TAIL I, SHEE:T 15. see DE:TAIL I, SHEET 15. PER ELE:CTRICAL E:N5INE:E:R'S DRAWINGS. INSTALL AND FURNISH TREE GRATE WCAST IRON STANDARD FRAME: BY URBAN ACCESSORIE:5 (<'14<'1) 552-1150, MODE:L NO. OT-TITLE 24, OR APPROVE:D E:GUAL. INSTALL PER MANUFAC-TIJRER'S SPECIFICATIONS @ SIDE:WALK II 4 PCC REMOVE ,•~1£' F<£f"l.,•<6E E)!IVflNS 6011o,¼E IE f',A,>,'ING..f'laR ~IL i!, 5I IEET 15-601::0R-...,._-N~~ FltUSI I ,=e t 1,1\TGI I E><ISTIN6-:-- ~ APPROVAL RECOMMENDED: PERIME:TER 6ANDIN6 CONCRE:TE: 6ANDIN6. see DE:TAIL 1A AND 16, SHE:E:T llf>. INTE:RLOCKIN<S CONCRE:TE: PAVE:RS IN PLAZA AREA Ac.KER-STONE: INDUSTRIE:5, l-b00-25b-2555, FINISH, APPIAN STONE:, COLOR, SUBMIT FOR APPROVAL, RUNNIN<S BOND CONCRE:TE: BAND @ SIDEWALK SEE: DE:TAIL 1A, SHEE:T llf>. CONCRETE: BAND @ TURF/PLANTIN5 ARE:AS MOWCURB EXISTING CONDITIONS DESCRIPTION, E:XISTIN<S TREE: TOT LOT CONCRETE: WALK PICNIC PAD5/66a ELE:C. CONDUIT/PULLBOXES E:XISTIN<S BACKFLOW SEE: DE:TAIL 16, SHEET llf>. SE:E DE:TAIL 5, SHEE:T 15. COMMENTS PROTE:CT-IN-PLACE: PROTI::C T-IN-PLACE: PROTECT-IN-PLACE: PROTECT-IN-PLACE PROTE:CT-IN-PLAC-E: PROTECT-IN-PLACE E:XISTING PORTABLE 6LEACHERSRELOCATE PER CITY DIRECTION TEMPORARY RESTROOM WORK BY OTHERS PROTEGT-IN-PLACE DESC.F<.IPTION, COMMENTS COMPACTE:D SOIL N.1.C. SITE E:LE:CTRICAL PROTECT-IN-PLACE FUTIJRE CELL TOHER LOCATION N.I.C,. C-3806 MARINERS PARK IMPROVEMENTS CONSTRUCTION PLAN FRANK T. TRAN RCE 62845 ASSOCIATE CIVIL ENGINEER ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE TWO WORKIN<S DAYS BEFORE YOU Dl<S DESIGN GROlJ_P..,_INC. ~ AND L,t,K:)9C.l"IM: ~"TmE ?,i,,,:tl G-~HO GAPl5TR,l,NQ 5AN JJAA t;;APl!!1RANO, CJ,.. ~i,, DESIGNEDSTAFF DRAWN STAFF & if 9 /07 N, l,C. -WORK BY OTI-H::.R.G t-C:-Hc:Ec::Cc:-KE=:Dc-': "---'--t-::D-:,A:::TE:-,--'--'-i-==+---'--.....:...-l------'--------.:_-_:_:..c...:::....:._:_ ___ _,_A=--",-.--1 DA TE: _______ _ STAFF 08 03 2007 NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH P-5206-S PUBLIC WORKS DEPARTMENT SHEET 11 OF 27 oi...-r """"""2600 • F.a..x ~~ PA \_ rP<J vJR.NINe Sl<SN $ NINe SleN vvvvvv vvvvv~v vvvvvv,v vvvvvvvv~_' vvvvvvvv __ ,v vvvvvvvvvvv VVVVVVVVYV • VY\/ VVVVVV ... J---[ ----[ +-·-:-\I \I vvvvvvv vv ." VY\/ VVVVVVVVVVVVVVV • • .·• :: .: •• -VV\/VVVVVV\/VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV .. -.-·-•• ··: -. -. > V V//'!_ff}vvvv V VY vvv V V V VY vvv V .. _ VY;,.,'V_jlvvvvvv vvvvvvvvvvvvvv vv--(yvvvvvvvv VVVVVVVVVVVVYV •.. • V V "( \I \I \I \I \I \I \I V \IV V V V V I/ V V V V V V V I/ V • V v·v-iv-v V V V V V V V V V V V V V V V V V V V V V V V V VVYVVYVVYVVVVVVV VVVVYVVVVVVVVV ~ vvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvv : ,_-· vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv v vvvvvvvvvvvvvvv~vvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvv TYP. ----f-- ' r:-~ ·(i,,~ I I I ...... ...... 6-IN VCp $ . --:-:~:... ·V-V Y/ v--'V--V-V-¥-¥--¥-N/;1-V----:J./---V-V -Y--V--¥-V1 'J____JJ____J,UL.\L "..:,,/;)I. 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YYYYVYYYYVVVYYYVVVVYYVYYVVVVYVYYVYVYYVVYYVVVVVVVVVVVVVYV vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv'9rvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv~vvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvWVvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvifvvvvvvvvvvv V V V V V V V V V V V V V V V V V V V V V V V V V V V V y y y V V V V V V Y-V-fV.Y V V V V V V V V V vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv~vvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv VVVVVVVVVVVVVVYYVVVVYYVVYYVYYVVYYVYYYYVVYVVYV VYYVVYYYYVVYVYVVVYVVVVVVVVVVVVVVVYVVYVVVVVVY vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvv·vvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv. VVVVVVVVVVVYYYYVVVVVVYYVVYVVYVV VVVVVVVVVVVVVVYVVVYYVVVVVVVVV YYYYYYVVYVYYVVYVVVVVVVVVVVV vvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvv VYVVYYYYYYVVVVVVYVVY vvvvvvv'qvvvvvvvvv V V V VYY -g.:v V YVVV VY vvvvv vvvvv vv UNDERGROUND SERVICE ALERT NOTE: ,-·- CALL, TOLL FREE 811 THIS PLAN 15 BASED ON A CONCEPTIJAL DESI.SN ~PAl'<ED BY RID<SE LANDSCAPE ARCHITECTS (JUNE 2005) AND FURNISHED TO TWO YIIORKINQ DAYS BEFORE YOU DIG R.JM DESI.SN eROUP, INC. BY THE C.ITY OF NEHPORT 6EAC.H TO USE: FOR LAYOUT DESI.SN. O' 10' 1 I i I ~ I j 20' (,..---......_", / \ $ ) \._,, ,,· \_ __ --.__) TYP. /ii #/Mlf! " 1 'IO' \ ,---,.-, (~-) / / I friJ \ / \ n '0/ (fj ,> , .. . -, -.q-j":....- DESIGN G~Q.Vl'...,_INC. R..>.NNIN& NCI ~ .AAG,HlicG,'T\.R S\~I c:;,',,M!HO eiAP!5TAANO SAN .JJAN. GAP1SfflN40, GA Cf26"15 ~ .+e--2b00 • FAX 4Ce--26Cf0 ·-:--- -==:-::_- AA~._ ==~~Q\, ~,~~\;\ \~'\,-t--4.i.cF~~~W ,~-.t '<. ~-;..--? / DESIGNED: ( / > r A. B. eENERAL NOTES, C.ONTR.AC.TOR SHALL WATER AND MAINTAIN EXISTIN<S TURF, 5HRIJBS AND TREE AREAS INSIDE AND OUTSIDE THE LIMIT OF HORI< (HHIC.H MAY REGIJIRE IRRl<SATION ZONES TO BE SHUT DOWN IN ORDER TO C.OMl"LETE THE HORI<) IN A HEALTHY CONDITION BY HHAT EYER. MEANS AND METHOD NEC.ESSARY THROU<SHOUT THE DURATION OF CONSTR.UC.TION. C.ONTR.AC.TOR SHALL REPLACE ALL DAMA<SED PLANT MATERIAL AT NOC.OST TO OHNER. SEE SPEC.IFIC.ATIONS FOR. SOIL PREPARATION AND AMENDMENTS. PA PLANTER. AREA LINETYPE LEGEND COMMENTS mall i!ll m-ft ;. M 11!1 ml l1li!iill LIMIT OF HORK/C.ONSTR.UC.TION FENC.INe ii i _ _,..----..c"'"-\.--·-.... " / / DRAWN: C vvvvvv vvvvv 0 0 ...._I ________.J 0 CONSTRUCTION LEGEND SOD OUTFIELD SOD -INFIELD INFIELD MIX. MIN. 5" DEPTH DETAIL l<EFEl<ENCE / COMMENTS A<SRONO-TEC. BALLFIELD MIX 2A. SEE SPEC.IFIC.ATIONS. TIFeR.EEN HYBRID BERMUDA SOD OVER.SEEDED HITH PERENNIAL RYE. SEE SPEC.IFIC.ATIONS. PRO <SOLD INFIELD MIX. AVAILABLE FROM <SAIL MATERIALS. SEE SPECIFICATIONS 0 BASE/HOMEPLATE FURNISH AND INSTALL 'HOLLYHOOD' HOMEPLATE, MODEL 1110550 AND IST-5RD BASE, MODEL 1110502 TOMARK SPORTS (bOO) "15"1-1844 OR. APPROVED EGUAL. INSTALL PER MANUFAC.TUR.ER.'5 SPEC.. 0 PITC.HINe MOUND FUR.NISH AND INST ALL 'HOLL YHOOD' PITC.HINe RUBBER MODEL 11105b0 TOMAR.K SPORTS ffi SEATHALL/R.ETAININe HALL JOIN EXISTIN<S C.ONC.RETE BULLPEN PLANTIN<S AREA BASl<ETBALJ.. C.OUR.T DRINl<INe FOUNTAIN TR.ASH REC.EPT AC.LE BASEBALL FENC.IN<S/NETTIN<S FOUL POLE WITH PAD C.ONC.RETE PAVINe PITCHER MOUND/ C.ATC.HERS BOX ADA RAM!" EXPANSION JOINT CONTROi,. JOINT Ll<SHT FIXTURE 8'-0 DIA. TREE <SR.ATE (800) "15"1-lb44 OR. APPROVED EGUAL. INSTALL PER MANUFACTURER'S SPEC.. SEE DETAIL 6, SHT. 15 SEE DETAIL 1, SHEET 15 C.ONTR.AC.TOR SHALL INSTALL SPEED DOWELS ®24" O.C.. C.ORE DR.ILL INTO EXISTIN<S CONCRETE SET DOWELS, INSTALL EX. JOINT PER. DETAIL AND INSURE THAT NEH C.ONc.RETE 15 FLUSH WITH EXISTIN<S CONCRETE FINISH <SR.ADE. SEE DETAIL 4, SHEET 14 SEE DETAIL 5, SHEET 14 PER LANDSC.APE DRAHINeS. SEE DETAIL I, SHEET 16 SEE DETAIL 4, SHEET 15 FUR.NISH AND INSTALL TR.ASH REC.EPTAC.LE, MODEL #GR-BH2556H, AVAILABLE FR.OM GIJICl<C.RETE ("IO"i/ 121-2240) OR. APPROVED EGIJAL. INSTALL PER. MANUFAC.TURER'5 SPEC.. SEE DETAIL 2, SHT 14 / DETAIL I 4 2, SHT 15 TOMARI< SPORTS PRO 20' FOUL LINE POLE MODEL 55110 HITH 12' TALL HIN<S PANEL. SEE DETAIL 2, SHEET 15 INSTALL AND FURNISH 4" THIC.I< PRO <SOLD PREMIUM MOUND AND HOMEPLATE MIX FROM <SAIL MATERIALS. SEE SPEC.IFIC.ATIONS. PER. C.IVIL EN<SINEER.'5 DR.AWINes. SEE DETAIL I, SHEET 15. SEE DETAIL I, SHEET 15. PER. ELECTRIC.AL EN<SINEER'S DR.AWINe5. INSTALL AND FURNISH TREE <SR.ATE WC.AST IRON STANDARD FRAME BY URBAN AC.C.ESSORIES ("14"') 552-1150, MODEL NO. OT-TITLE 24, OR APPROVED EGIJAL. INSTALL PER MANUFAC.TUR.ER'S SPEC.IFIC.ATIONS 0 SIDEHALI< F<Ct 10','E ,',tie F!EPL,',GE E)(IVT'INe 60N6RE'FE P,1\-'llt,c R:F-t SET,O:clJ:.. .2, SI IEET 13 GSL0R ,A,ND FIIH5I I T0 M,\TGI I E>(ISTIN6. PERIMETER BANDIN<S INTERLOC.l<IN<S C.ONC.RETE PAYERS IN PLAZA AREA C.ONC.RETE BANDIN<S. SEE DETAIL 1A AND 16, SHEET 16. AC.i<ER-STONE INDUSTRIES, 1-800-258-2555, FINISH, APPIAN STONE, C.OLOR., SUBMIT FOR APPROVAL, RUNNINe BOND C.ONC.RETE BAND O SIDEHALK SEE DETAIL 1A, SHEET 16. CONCRETE BAND @ TUR.F/PLANTINe AREAS MOHc.UR.B EXISTING CONDITIONS DESCRIPTION, EXISTIN<S TREE TOT LOT C.ONC.RETE WALi< PIC.NIC. PADS/BBG ELEC.. C.ONDUIT/PULLBOXES EXISTIN<S BAC.l<FLOH SEE DETAIL 16, SHEET 16. SEE DETAIL 5, SHEET 15. COMMENTS PROTEC. T-IN-PLAc.E PROTEC.T-IN-PLAC.E PROTEC.T-IN-PLAC.E PROTEC.T-IN-PLAC.E PROTEC. T-IN-PLAC.E PROTEC.T-IN-PLAC.E EXISTIN<S PORTABLE BLEAC.HERSRELOC.ATE PER. C.ITY DIREC.TION TEMPORARY RESTROOM WORK BY OTHERS DESCRIPTION, C.OMl"Ac.TED SOIL SITE ELECTRIC.AL PROTEC.T-IN-PLAC.E C.OMl"IENTS N.I.C.. PROTEC.T-IN-PLAC.E FUTURE C.ELL TOHER LOCATION N.I.C.. C-3806 APPROVAL RECOMMENDED: MARINERS PARK IMPROVEMENTS CONSTRUCTION PLAN FRANK T. TRAN RCE 62845 ASSOCIATE CIVIL ENGINEER + ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE P-5206-S STAFF STAFF 1-C::-:H-:E:::C-:-:KE:::D-:-::'-----t-:D--:A-::TE::-:----t---+----+--------------------------.j DATE: _______ _ STAFF 08/03/2007 NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 12 OF 27 ' i ----...... /4 • "' / ALL PARK USERS \ ARE ASKED TO / STAY ALERT \ AT ALL TIMES FOR FOUL BALLS OR BATS THAT BALLFIELD AREA / SEE '\,: 0 1/ ENJ.AR5EMENT .......... o -- 0 1, Ii" MIN. 1, 0 0 ALL PARK usERs v_,,.----LETTERING oN SIGN MUST 6E 0 ARE,ASKED TO, A MINIMUM OF " STAY ~LERI I" IN HEIGHT AT ALL TIMES FOR - FOUL BALLS OR BATSTHAT - MIGHT LEAVETHI;, BALLFIELD AREA / 0 0 0 0 = 0 d) 0 I - 0 -.\) 0 0 0 0 0 0 0 0 0 2% ~ ENLAReEMENT SCALE,I-1/2"= I '-0" I l~lt¾lB ),~'. . I l ·~·:·?:Rift~}" .. . ~-:-... :: . ! . ' .. ••. -~; .. . - i;-O:.:~ I ·-:: ._ • ' .• .;·_ :· -::_: .. ~-~~ ?~~/- <D SECTION LEGEND, :2" X :2" SGUARE GALVANIZED UNISTRUT POST WITH HEAVY DUiY .SLEEVE AND POST C.AF. SIGN TO ElE MOUNTED WITH (2) ElOL TS AND WASHERS. POST TO ElE INSTALLED AT LOCATIONS INDICATED ON THE PLANS FINISH GRADE POURED IN PLACE C.ONC.RETE FOOTING AS DIMENSIONED. SLOPE TO DRAIN AS INDICATED COMPACTED 51.!ElGRADE NOTES, C.ONTRAC.TOR TO STAKEOUT PROPOSED LOCATION OF SIGN IN FIELD FOR REVIEW AND APPROVAL ElY OWNER PRIOR TO INSTALLATION. PROVIDE SC.ALED SHOP DRAWINGS FOR REVIEW AND APPROVAL ElY CITY PRIOR TO C.ONSTRUC.TION . <D LEGEND, #5 REElAR CONTINUOUS. (2-#B REElAR @ b" APART FOR 1::2" WIDE MOY'IC.UR.6.) POURED IN PLACE CONCRETE MOY'! CUR.El WITH 1/::2" TOOLED RADIUS AT ALL EDGES. FINISHED GRADE. "15% COMPACTED SUElGRADE. 1/::2" TOOLED RADIUS @ 1:211 e c.HAINLINK FENC.E 6 11TYP. SECTION -------------- NOTES, PROVIDE SC.ORE JOINTS AT I0'-0" O.C.. AND EXPANSION JOINTS AT lb'-0" O.C.. Y'I/ MASTIC. SEALANT PER DETAIL 'El' THIS SHEET APPLY A PRE-EMERGENT HEREllC.IDE BENEATH MOY'! STRIP WITHIN GROUND C.OVERAREA CONCRETE STRENGTH AND TYPE PER SOILS REPORT. I)( .J ~ SC.ALE, S" = I' 4 A. CONTROL JOINT A - • .,, <I •• --. El. EXPANSION JOINT . -• .• -·4 ·• 4. •. .4 .• • COLD JOINT r . -" ·• .. ·<I! 4·· -·4 ·• 4-•• • 4 -- D. SAY'ICUT JOINT SECTIONS SC.AL.E:1" = I' @ ~--4 @ @ @ ~--A * LEGEND, 1/4" RADIUS EDGE PAVING FINISH SURFACE PER PLAN EXPANSION JOINT MATERIAL PER SPECIFICATIONS "GUN-GRADE" FOL YURETHANE SEALER SY, PECORA CORPORATION (e,oo) 5:2B-bbbe,, OR APPROVED EC.UAL. COLOR TO MATCH COLOR OF ADJACENT CONCRETE. SPEED DQ L Y'I/ SLEEVE AT 24" O.C.. AL OLD JOINTS AND EXPANSION JOI Y'l/114 REBAR, TUBE MODEL NO . 1::2 TS. WITH SASE, MODEL NO. D/114 SL. ONTACT MIKE @ (e,oo) T1B-b"IB5. NOTES, LOCATE JOINTS PER SPECIFICATIONS UNLESS OTHERY'IISE INDICATED ON PLAN SEALANT COLOR TO MATCH ADJACENT PAVING ALL EXPANSION JOINT SEALANT TO SE SEEDED WITH SILICA SAND CONCRETE STRENGTH AND TYPE PER PER CITY STANDARDS. I/B THE SLAEl THICKNESS 1, ' ' SCAL.E,S/4"= I '-0" PARK REGULATION !AlARNING SIGN SECTION SCALE, S/4" = l'-0" NOTES; @ 5U6MIT SHOI" DRAWIN\S OF Y'IALLS FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. @ CONTRACTOR SHALL PROVIDE A SAMPLE OF SPLIT FACE BLOCK FOR REVIEW AND APPROVAL SY THE CITY PRIOR TO FINAL CONSTRUCTION. LEGEND, (I) :2" X /?>" X 16" !NTE;.,;,P-,A,b Cal.OF, s,;;!l.lT F-ACs CONGl'<E'l'E BL06I(. GAP, A','AILABLE l"'FitOM OR.Cc) -BbOGK Ge. G0NT,l,e I , JOAN I EJEDA Af (114) SIT 225"1 60L0R TO M,4TCJ,I pt;!J.IT l=AC5 BbOG 1,:. N..e.u.> <'..Af · @ b" X b" X lb" SPLIT FACE BLOCK ElY ORCO BLOCK CO. OR APPROVED EC.UAL. GROUT FILL ALL CELLS. CONTACT, JUAN TEJEDA AT (114) 521-::2::25"1. COLOR , 6UFF @ ADJACENT CONCRETE PAYERS DETAIL i, SHEET lb. @ POURED IN PLACE CONCRETE FOOTING. ® FINISH GRADE. @ CONTINUOUS 12" SG., B/4" CRUSHED A~GATE PROVIDE CONTINUOUS FILTER FABRIC WRAP, I40-N SY NICOLON/ MIRAFI GROUP. 4" SCHED. 40 PERFORATED DRAIN LINE. SLOPE AT 1% MIN., TIE TO ADJACENT CIVIL DRAIN LINES. G) WATER ROOFING SYSTEM -MIAAPi'1U ALL Y'IEATHER PRIMER WITH MIAAORI &60 MEMBRANE SY NIC.OLON/MIRAFI GROUP OR APPROVED EC.UAL. ALL TERMINATIONS OF THE MEMBRANE SHALL RECEIVE MIRADRI M-eoo MASTIC. MANUFACTURER, CARLISLE COATINGS AND WATERPROOFING, l-b00-521-10"12. @ EXPANSION JOINT, SEE DETAIL I, SHEET IB @ CONCRETE CUR.El PER CIVIL PLAN. SEAT ~ALL 1 <D PL.ANVIEV'I SC.ALE, S/8>"=I'-0" I Ef?END: 'HILL TOl"PER' PITCHING MOUND. PRO GOLD PREMIUM MOUND MIX SY GAIL MATERIALS. INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTACT DAVID DZHILEY'ISKI ("10"1) :21"1-10"15 OR APPROVED EC.UAL. "15% COMPACTED SUS-GRADE. 'HOLL YY'IOOD' PITCHING Rl.JB6ERS. MODEL NO. 1ose,o SY TOMARK SPORTS INC. INSTALL PER MANUFACTURER'S SPECIFICATIONS (e,oo) "15"1-Ie,44 OR APPROVED EGUAL. ADJACENT FINISH GRADE. LEVEL AREA. LIMIT OF 'HILL TOPPER' PITCHING MOUND MIX. PITCHING MOUND DESIGN GROUP_,_INC. ~!Ne~ ~N"C -"RCHI~~ :SIMI CAMINO GAP!Sl'l'ANO SJ\N. ii,.,,. c.'IPISfftAHO, CA "126"15 q 4'e-2600 ■ FAX Cf ~26Cf0 = "" = _I r II) N i;_ LEGEND, ELEVATION SC.ALE, I/ ' = I' <D MOST DEPENDABLE FOUNT INS' MODEL se,oo SM (ADA APPROVED) OR APPRO D EQUIVALENT. INSTALL PER MANUFACTURER'S SPEC !CATIONS. CONTACT, ANITA BEACHUM (e,oo) 552-BSI. @AGGREGATE STO . @ 1/2" X 12" ZINC LATED ROD. MOUNT PER ANUFACTURER. @ CONCRETE AD -SEE PLAN VIEW ® I 1/2" . 40 PVC TRAPPED WASTE LINE WITH 1/4" PER F OT FALL TO SEY'IER LINE PER CIVIL PLAN. Y'IRAFl PIPE IN FOAM EXPANSION WRAP THR \SHOUT OUT CONCRETE. @ E ANSION JOINT PER DETAIL 'I' OF THIS SHEET. G) UEl-GRADE FER GEOTECHNICAL ENGINEER'S SOIL REPORT OR uec STANDARDS HITH CITY'S APPROVAL. ti w 4' 1---: - 1: ' ,, ; •. . -- PL.AN VIEV'I SC.ALE, 1/2" = I' WATER SUPPLY LINE :2' '-'"''="R CIVIL ENGINEER'S DRAY'IINGS ® Ac.ENT PAVING @ SAY'IC PER DETAIL 'I' OF THIS SHEET ® PROVIDE T OFF VALVE IN DRINKING F NTAIN PER TC.SD STANDARDS C.IFICATIONS AND INSTALLED PER MANUFACTURER'S RECOMMENDATIO . INSTALL VALVE SIZE PER CIVIL EN NEER'S DOMESTIC WATER LINE. @ PET FOUNTAIN ~ A. PROVIDE DRINKING FOUNTAI SUSMITTAL FOR REVIEW AND Af'l"ROVAL ElY CITY PRIOR TO CONSTRUc.TI N CD CONCRETE JO I NTS ~ ~&! &!< <~ IL-it!z ~~ z Q__ = z N 6"VEH. LEGEND, 2" SEC.TION SC.ALE, I" = I' CONC.RETE PAVIN6, SLOPE TO DRAIN PER eRADIN6 PLAN - COLOR, NATURAL eRAY. FINISH, MEDIUM BROOM V'IITH 6" SMOOTH TROv-lEL BANDINe. FINISH eRADE "15% COMPAC,TED SUBeRADE 1/4" TOOLED RADIUS @ NQ]9: PROVIDE 2' X 2' FINISH $ C,Ol.OR SAMPLE PER SFEC.IFIC,ATIONS. SAMPLE MUST BE APPROVED BY CITY PRIOR TO ANY FORM Y'IORK. CONCRETE THIC,KNE5S, STREN\STH, REINFORC,EMENT AND TYPE PER CITY EN61NEER'S DIREC,TION. REFER TO UBc. STANDARDS FOR ADDITIONAL. INFORMATION. DRINKING FOUNTAIN 4 GONC,RETE PAVING 2 C-3806 DESIGNED: DRAWN: STAFF STAFF APPROVAL RECOMMENDED: FRANK T. TRAN RCE 62845 ASSOCIATE CIVIL ENGINEER rC_H_E_CK-E-D:--+-DA-T-E:-----+--+----1-----------------------l DATE: ______ _ STAFF 08 03 2007 NO. DATE DESCRIPTION OF REVISIONS MARINERS PARK IMPROVEMENTS CONSTRUCTION DETAILS ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5206-S SHEET 13 OF 27 · · •. ~ I,· · -I --I - :111-,,, ' :; 111 111 111-: +--~+::?,-"\-,,-,..,.......----,'---,"-•• '....1.i,aa,:, 111 I II I I i' ,' ;,.,; . ...,,: '+-· _ _,,· • 1 ~-:J.lJ.2'--f2 '.., :111 \ ' , 11 i' I I ; , I-'-.,. ;,.+----+"b'-,1 -=Ill .·, ~·. 11 1 • < --- -=11 ... 11 .. IIJ,) _rn 111 11 1 ill,. lb" DIA . -·.-·, • :_;'.~~' FOOTING SEC.TION 'A' SC.ACE, 1-1/2" = I' MIN. 5% FALL FROM CENTER io .. ,_ .. .. ": -_ io 111 t' 11 '~'---\(IJL-~ = ~111' 111 lr1 '\=illl~m::=I I [Y ~-~1= ~iii' ' ln-~.!-tTI 'I-- - SEC.TION, 6-6 SC.ALE, 1/2"=I'-0" \__SEE FOOTINe SECTION 'A', DETAIL 2, THIS SHEET 9 () < : _u;. _ •. ;_. I_ . _- ~II ' rr=n:JZn ' - - - ,--~~---------------- b' TYP. • ' D 8' MAX ' ' ' < I .1 +------1 8'MAX - - '--"---".1·'1---'I..LJ ffi T ~;; i]I I ~I I ~I III ) m m111~ ELEVATION-C.HAINKLINK@ 6ALLFIELD SC.ALE: 1/2" = l'-0" CHAIN LINK FENCE AND GATE 2 10' .,-·i' -' \ \ \ ~ / PLANYIEY'I ---~-·--- TYP. TYP. SC.ALE: 1/e>"=l'-O" __ L-- BULLPEN = Ir _I ------: 4 G) 0 I\ I\ ,_/ ,__/ I__/ I_/ i= ~ \ • V V ' '\ ,, ox l'x "x V' A ~ y' y' ~ X X ;<x "x xr >/ ~ ')< x x ~ ?;/' l?Q~ vx ,,,, X: A l(Y A A A X kX /\A 0/ l?Q 29'-/, > "xx:x:x i,A A X A X A X A ~ y' ?;/' ;,, , ;,, )'> ✓, ~ ;§; ?,x A / ;,, , . ':i:'/<. , ; ;•., Ill 1111{ · •• ~Tl' JJI I 1- =1. I .I -1 ' ,_l;=;:, . I ◄• ·i-------- I Ci1-_1 ;·:·[ .. 11 =T • 4 ' ... ;, • ~ A X )< A Y', A ~ Y', ci A IU X A X ~ X ,- X A A X X A X X A A () A X A A X X X A V A, ci IU ◊ x; A X '.'). X ~ , A A X r-A A A ~ , X A yA N io A V I'. 4_,_ • . • : 4'" .. :· ;:,. . II ---T' JJ, I ·" . . : lff1J ~ff.·.·1_1,; 11 1.:....-:i •. -.:i t\ . . .,. I ·,L · ·. =111=1 =.·· '=W 111 I .···,· . ill 11~1111 SEE FOOTINe 1--, SECTION 'A' DETAIL ""- 5EC.TION: A-A 2, THIS SHEET. -111- SC.ALE: 1/2"=I'-0" DRAWN: STAFF - . = '° LEGeNQ, (D FURNISH AND INSTALL PLAYERS 6ENCH. MODEi,. 01~PE l.E6). AVAILABLE FROM T~ SPORTS l-bOO-<lbb-6215, OR APPROVED EQUAi.. @ FURNISH AND INSTALL TRASH RECEPTACLE MOt,EL.Q GR E"l•l:26361,1, AVAILABLE FROM GllJI~. TEL, ("10"1) 1:3"7-6240 OR APPROVED EGUAI.. INSTALL PER MANUFACTURER'S SPECIFICATIONS. @ TOP, 60TTOM, 4 MID RAIL, 1-5/b" O.D. eALVANIZED STEEL PIPE . @ RAIL END, TYPICAi. @ POST CAP, eAI.VANIZED, TYPICAL @ STRETCHER 6AND, TYPICAi. G) STRETCHER BAR, TYPICAi. @ 2" eRID MESH, 6-eAUeE, 6LACK VINYL CHAIN LINK FA6RIC WITH KNUCKLED SELVAeE AT TOP AND 60TTOM. @ 2-ilb" O.D. eAI.VANIZED STEEL POST, b'-0" O.C. MAX. @ CONTINUOUS POURED. IN PLACE 12" WIDE CONCRETE MOW CUR.El, SEE DETAILS, SHEET 15. ® CONCRETE FOOTINe. SEE DETAIL 2, TtllS SHEET. @ COMPACTED sue eRADE. NOTI;S, ® CHAINLINK eATE, I-5/b" O.D. V'IELDED, eAI.VANIZED STEEL PIPE. SEE DETAIL 2, THIS SHEET. @ HEAVY-DUTY eATE HINeE, (2) PER eATE @) LOCKABLE ADA ACCESSIBLE FORK LATCH, HEAVY DUTY, PRESS STEEL -eAI.VANIZED @ INSTALL "I eAUee eALVANIZED KICK PLATE ON PUSH SIDE OF eATE. @ CONTROL JOINT. SEE DETAIL'!', SHEET 15. @ EXPANSION JOINT. SEE DETAIL 'I', SHEET IS. ® 4' X 5' DESleNATED ACCESSIBLE SEATINe AREA. @ SURFACE MOUNT BAT RACK BY TOMAl'f.K 5FO'lltT5, MODEL EIIOSIC!&. INSTALL PER MANUFACTURERS SPECIFICATIONS. l-bOO-"lb6-b2i5 OR APPROVED EGUAL. @ FURNISH AND INSTALL HOME PLATE MODEL #10550 BY TOMARK SPORTS. INST AI.L PER MANUFACTURERS SPECIFICATIONS. @FURNISH AND INSTALL PITCHINe RU66ER MODEL #IOSbO BY TOMARK SPORTS. INSTALL PER MANUFACTURERS SPECIFICATIONS. @ S" THICK "PRO eoLD INFIELD MIX", REFER TO SPECIFICATIONS. 0 OVERHEAD -2" eRID MESH, b eAUeE, BLACK VINYL CHAIN LINK. SLOPE 5% FROM MIDDLE RAIL TO SIDE RAIL. @ PROVIDE SCALED SHOP DRAWINe OF FENCE CONSTRUCTION TO CITY ENelNEER FOR REVIEW AND @ I-5/b" O.D. eALVANIZED RAIL APPROVAi. PRIOR TO FA6RICATION. SEE SPECIFICATIONS.~ ~ (2) 115 CONTINOUS @ CONTRACTOR TO PROVIDE lb" X lb" SAMPLE OF b eAUeE 2" X 2" 6LACK VINYL CHAIN LINK FOR CITY REVIEW AND © (4) #5 VERTICAi. RE6AR APPROVAi. PRIOR TO CONSTRUCTION ~ ~ 115 TIES AT 12" O.C. @ AI.L eAI.VANIZED STEEL PIPE SHALL 6E SCHEDULE 40. @ SEE CONSTRUCTION PLAN FOR eATE LOCATION AI.L eAI.VANIZED MEM6ERS SHALL BE METALIZED, @ PRIMED AND PAINTED BLACK PER SPECIFICATIONS. €, #5 TIES AT 2" O.C. ® CONCRETE PAVINe PER DETAIL 2, SHEET IS. LEGEND -DETAILS 2, B 4 4 --~---~~-... -· ·-- -----------------------i---------------------------------------------------- - - - ---- f-------------------·-·------· ~~- ir, i ! ' l l i ! i : .. ··------· l . ' --------_____ J APPROVAL RECOMMENDED: FRANK T, TRAN RCE 62845 ASSOCIATE CIVIL ENGINEER PLANYIEY'I SC.ALE: 1/4"=I'-0" DUGOUT C-3806 MARINERS PARK IMPROVEMENTS CONSTRUCTION DETAILS ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE P-5206-S DESIGN GROUP_,_INC. ~INS NCl' L.,l,,tC)$C,.,.n; AA.CH!nsi::.'TUl'E: Slf'l'I CAMINO CAFIS'Tl'IANO a,&,N ..IJJtrH CAPISTlVIHO, C.A ~ t-C:-Hc:::EccCK"'E:-D:----r-:-DA:-::T=-E:-----i----t-----,------------~----------, DATE:_~----- STAFF 08/03 2007 NO, DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 14 OF 27 <'1 4'119-2600 • FAX .+e-26<'10 ~~----- I - I I ? =, I 1®1 --~/";', _, ' -_,,. ENLAReEMENT A SC.ALE:1-I/.2" = l'-0" LEGEND, ------ BEYOND CD 2" X 12" HOPE HORIZONTAL BACKBOARD BY "TANSEN'I' ~ES" OR EQUAL. ROUTE ALL EXPOSED ENDS SMOOTH (TYPJ HITH 5/1€>' QUARTER ROUND ROUTER BIT. CONTACT DANIEL VELAQUEZ@ (€>50) 2€>4-1110 ® CHAINLINK FENCE, SEE DETAIL 12, SHEET 14 @ 10" X 4.!>" X 1/4" GALV. STEEL PLATE HELD TO POST @ 5" X 5" X 1/4" CONTINUOUS ANGLE @ THO (2) 1/2" DIA. CARRIAGE BOLT HITH FLAT HASHER SECURE HDPE LUMBER TO RAIL AND POST @ FINISH SURFACE (j) BACKSTOP POST, SEE DETAIL 5, SHEET 1€> @ 2-1/.!>" O.D. GALVANIZED POST, SEE DETAIL 2 SHEET 14 ® 2-1/.!>" O.D. GALVANIZED RAIL HELD TO POST © 1-5/.!>" DIA. GALVANIZED TOP, BOTTOM, AND MID' RAIL, SEE DETAIL 2 SHEET 14 © 1-5/4" SG. POLYESTER MESH NETTING, SEE DETAIL 2 THIS SHEET. --------------- - - SEE ENLAReEMENT 'A' , ELEVATION@ 6AC.KSTOP SC.ALE:1/.2" = 1 '-0" EYOND 5 "CLR NQ:re,, 511 511 SEE ENLARGEMENT B~, FOR HOLE DRILL SEC.TION '6' SC.ALE:1-1/.2" = I '-0" 4" CLR SEC.TION 'C.' SC.ALE:1-1/.2" = l'-0" @BACKBOARD SHALL BE TANGENT HOOD HIGH DENSITY POLYETHYLENE (HDPE) RECYCLE FOREST GREEN DURAHOOD PLASTIC BOARD AVAILABLE AT TANei!NT ~IE:$, 850 RIDGEHAY AVE., SUITE 500, AURORA, ILL €>050€>. CONTACT DANIEL VELAGUEZ AT (€>50) 2€>4-1110. @ ALL SCREH, NUTS, AND HASHER.5 SHALL BE GALVANIZED. © ALL STEEL PL.ATES AND ANGLES FOR BACKBOARD TO BE GALVANIZED. , @ AL.I-EXPOSED,EDGES OF GAL..VANIZED PL..ATES,AND ANGL..ES SHALL. BE ROUNDED SMOOTH OR GROUND SMOOTH. ® MINIMUM L..ENGTH OF BACKSTOP BACKBOARD TO b' (POST TO POST) ® PROVIDE Sib" GAP BETHEEN HDPE BOARDS. BOARDS' NOT TO BE BUTTED TOGETHER. @ AFTER INSTALLATION, CUT END OF SCREl'!S SO THAT MAXIMUM EXTRUSION BEYOND NUT 15 NO MORE THAN 1/4". @ AL.I-EXPOSED ENDS OF THE BACKSTOP BOARDS TO BE ROUNDED SMOOTH HITH 5/1€>" GUARTER ROUND ROUTER BIT. CD PROVIDE SCALED SHOP DRAl'!INGS OF BACKBOARD TO CITY'S ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION Q) PROVIDE SUBMITTALS OF BACKBOARD MATERIAL TO CITY'S ENGINEER FOR REVIEW AND APPROVAL BY CITY PRIOR TO CONSTRUCTION © ALL. GALVINIZED MEMBERS SHALL. BE METALIZED, PRIMED AND PAINTED BL.ACK PER SPECS. ----------- -+--- ii ,, -~-..!' ,1 ,. - - _j~c'.:.'.-~::-~ -!1[ --··r ------ 1 I ' ' SEE DETAIL. 2, THIS SHEET \ \ '· ---------?- - - ------·-·--------------------·----·----·--------------------·-··---------·-·------,----------·-~ LEGENP, CD l<St>T-I, I-i!" SG. TREATED WITH ROPE BOUND POL. YESTER MESH NETTING OR EGL/AL. FASTEN SCREEN WITH It<! GAL..V. RINGS AT lb" O.C. AVAIL.ABLE FROM HEST COAST NETTING, CONTACT: DAN AT (<!2b) €><12-1144. ®¼"GALVANIZED AIR C.RAFT CABL..E COATED CL.EAR @ 2" X 12" BACKBOARD f'E]'5 DETAIL. @ 10'-0" CHAIN L..INK FENCE. WITH POL. YESTER NETTING SEE DETAIL. 2/SHEET 15 4 DETAIL. 2/SHEET 14. @ 50'-0" HIGH GAVANIZED STEEL. POL..E, b" DIA. FOOTING AND REINFORCEMENT. SEE DETAIL. 5, SHEET 1€>. · @ BACKSTOP -55'-0" HIGH GAVANIZED STEEL POL..E, b" DIA. FOOTING AND REINFORCEMENT. SEE DETAIL. 4, SHEET 1€>. I U\ SEC.TION 'A' SC.ALE:1/.2" = 1'-0" I ' 6E~NNING ~I~~~ (j) BACKSTOP -40'-0" HIGH GAVANIZED STEEL. POL..E, b" DIA. FOOTING AND REINFORCEMENT. SEE DETAIL 5, SHEET 1€>. II) II) N ( I 2 1 B 5 4 b__ ---;__ --------------,,_, -' PLAN VIEW SC.ALE, 1/16" = 1'-0" . = . . ' . -·' ' '="' -... $<, ··--· ·H ~~~ -~~1+- ~i/ ' ~ b'-0" TYP. . :~ N.T.5 £!>1-011 . "'' V V V V '\.; )l_y:✓ v u V v V V 'v 'V v v 'v X v 'V V V 'V v X v v v V V V 'V v v V XX V V v V X X ' V V V V V V V V V V X X X V V V V X xxx·y V /' ' ___ l!I @ CHAINLINK 4'-WIDE GATE. SEE DETAIL. 2, SHEET 14. BAC.K5TOP AND FENCE LAYOUT 10 I '1 ;-@ === ----- -r ' ' ' ' r-r I I-r r ,._~ ~ -H- () N r-- ~ 1, b'-0" TYP. i It i ' X X X X )( X X X X X ,/ X ' ? / X " X I/\ V ' ' '() ~~~ ~~ > ' 'v ' ,', X X V V V V xx X X V V V XX y V V ~ V V vvv X X X X V X V V V ~?, " vs, V V V XXXX:Y vv V V V X XX X X vvv XX 'l< XX vy" V V V X X X X X X V V X ~ V V V V X X XX V [> X ' !!~,,,X.>X)<., v ~~ i~ l ~ .L ' QT X XX X XX X 5 1 8 LEGEND, (j) K:16T-I, I-i" SQ. TREATED WITH ROPE 60UND POLYESTER MESH NETTING OR EQUAL. FASTEN SC.REEN WITH#<! GALV. RINGS AT 18" 0.C.. AVAILABLE FROM WEST COAST NETTING CONTACT: DAN AT ("1.28) 6<12-1144. ' ®¼"GALVANIZED AIR CRAFT C.A6LE COATED CLEAR @ FASTEN NETTING TO CHAIN LINK FENC.E RAIL W #<! GALVANIZE RINGS AT 18" O.C.. @ 2" X 12" 6AC.Kl30AR.D PER DETAIL :I OF THIS SHEET @ 10'-0' HIGH C.HAIN LINK FENCE PER DETAIL I/ SHEET 14. - @ :10'-0" HIGH GAVANIZED STEEL POLE, 8" DIA. FOOTING AND REINFORCEMENT. SEE DETAIL :I, SHEET 16. . 0 :15'-0" HIGH GAVANIZED STEEL POLE, 8" DIA. FOOTING AND REINFORCEMENT. SEE DETAIL 4, SHEET 16. @ 40'-0" HIGH GAVANIZED STEEL POLE, 8" DIA. FOOTING AND REINFORCEMENT. SEE DETAIL 5,SHEET 16. • ® <SALVANIZED ¼" WIDE FLANGE WITH !i" DIA. PROVIDE CONTINUOUS WELD AT TOP OF POST 0 POST CAP, <SALVINIZED, TYP. X X V V V y X X ¥ 'L X XV V XXX¥YY XV Y Y V V V V X,.~ )c )< )c ~ ),_) IJ'. ;'<,x ® © @ ® b SEC. TION/ELEVATION NOTES: SCALE, 1/8" = 1'-0" PROVIDE SCALED SHOP DRAWING OF FENCE C.ONSTR.IJC.TION FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SEE SPECIFICATIONS. C.ONTRAC.TOR TO PROVIDE 1.2" X 1.2" SAMPLE OF PLOYESTER MESH NETTING, C.A6LE, CLAMP, THIMBLE, TURN6UC.KLE, ETC.. FOR CITY REVIEW AND APPROVAL PRIOR TO C.ONSTR.UC.TION ALL GALVANIZED STEEL PIPE SHALL 6E SCHEDULE 40. SEE C.ONSTR.UC.TION PLAN FOR GATE LOCATION ALL GALVINIZED MEMBERS SHAL..L 6E METALIZED, PRIMED AND PAINTED BLACK PER SPECS. BACKBOARD BACKSTOP I NETTING 2 C-3806 DESIGN GROW_,_INC. l"1..,lrHol!Hel AND ~,-n;; ARC,HIT!5C,'Tt.lFQ; ,t!MI G-AMIHO CH'~'TRANO SAN .JJAN GAPISTRAHO', GA '12615 ~'4AJ 2h00 • 'FAX q 4'15-:ztAO ,~~ o.s 31 ,!1 03/ I/* _,, APPROVAL RECOMMENDED: FRANK T. TRAN RCE 62845 ASSOCIATE CIVIL ENGINEER MARINERS PARK IMPROVEMENTS CONSTRUCTION DETAILS ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE ~-""-\. 1,on ,, /! / r;D;;:E;:;S1-;:GN;:;;E~D::-; -,;D;;:R;-;:A;;;W;-;:N::---7---/1\-,.-f--:---:----f--------------------..,, __ _, \~~"--c?,~'1-',j' STAFF STAFF I fl/ 9 /01 N, ,. c. -woR I< BY QTt\E RS '"'-..._~ CA\.~,; r-;C~H:;,EC;;;K;;E,;;-D·"'. "-'--t;D::-;Ac;:TE;::-:--'-"-"-'-t-===+:'-'-~'-"-'-t----'-------'-'--------------2:__..=_.:_:__:::::~~:__ _ ___2!!+-pfl--l DATE: _______ _ -~ STAFF 08 03/2007 NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5206-S SHEET 15 OF 27 --------- = ,I) 1~ lii \) l:1:1 2\) :::, ~~ ~N I " I!) IO~ I-<( • LE§END, CD 8" DIA. cSALVANIZED STEEL POST ® C.ONTINUOUS POURED IN PLAC.E C,ONC.RETE 12" WIDE C,ONC.RETE MOW C.URS PER DETAIL 2, SHEET IS. @ CONC.RETE FOOTIN<S @ C.OMPAC.TED SUB GRADE PER Gf:OTECHNICAL ENGINEER'S REPORT @ (6) #1 VERTICAL REBAR @ #5 TIES AT 1:2" O.C.. CD 115 TIES AT :2" o.c. @ (:2) #4 CONTINUOUS Ii ~~ \) llJ 2j ~N I " I!) = ,I) ------------- lii :::, ~& ~F !OD 1-Z <( LEGEND, CD 8" DIA. cSALVANIZED STEEL POST BY BY NETTIN<S CO. ® C,ONTINUOUS POURED IN PLAC.E C.ONC.RETE 12" WIDE C.ONC.RETE MOW CURS PER DETAIL 2, SHEET IS. @ CONCRETE FOOTIN<S @ COMPAC.TED SUB GRADE PER Gf:OTECHNIC.AL EN<SINEER'S REPORT @ (6) #1 VERTICAL REBAR @ 115 TIES AT 1:2" 0.C,. CD 115 TIES AT :2" 0.C,, @ (:2) #4 CONTINUOUS NOT!;S, @ PROVIDE SCALED SHOP DRAWIN<SS AND MATERIAL SUBMITTALS FOR REYIEH AND APPROVAL PRIOR TO CONSTRUCTION. @ REFER TO STRUCTURAL EN<SINEERS' CALC.ULATIONS IN THE SPECIFICATIONS APPENDIX. 2:1, ---- LEGEND: NOT!;S: <D ® @ @ ® @ CD @ ® BASKETBALL POLE SLOPE TOP OF FOOTIN<S TO DRAIN COMPACTED SUB<SRADE C.ONCRETI= FOOTIN<S FINISH cSRADE @ REFER TO STRUC.TURAL EN<SINEERS' CALC.ULATIONS IN THE SPECIFICATIONS APPENDIX. HELD BASE COLLAR TO POST (4) 115 VERTICAL REBAR 115 TIES AT 1:2" O.C,. 115 TIES AT :2" O.C.. ., ! __... ------------·"--------------------------- -\ ' I ' I I + + + + + + + + + -+ + 6' ----------'------------: ____ _ 6j + + J_ + + + + + + __,,_ -"t-+- + + + i + + 'c·--+-'t.!--,----,1r-.--t-.--><.J-.-'"+-.+c~~~~~~,--.+--+.----l--.-+-----,'-;--rl ' -~ Ir I ' - LE<SEND, + + + + + + + +. + + + + + + + + + + + + + + + + + l 10· 'i + + + -f + + + + + + + l =!' ., l 'i + + + + + + + 1:2' ~ " + +~19', + + '9', + + + + + + + + + + + 't-+ + + + + + + + + + =!' + + + + + + + + l 10· l PLANV\EV'I SC.ALE, 1/8"=1'-0" (D CONCRETE PAVIN<S PER DETAIL :2, SHEET 15. TOTAL C.ONCRETE AREA TO BE ETCHED USING MURIATIC AC.ID PRIOR TO APPLIC.ATION OF COATIN<S. SEE SPECS. ENTIRE COURT SURFACE TO RECEIVE "DECO COLOR MULTI PURPOSE COATIN<S" BY KOCH MATERIALS C.OMPANY. DECO SURFACIN<S SYSTEMS, (800) 55:2~61ie. COLORS TO BE APPROVED BY CITY. [ + J_ + J_ I ROYAL BLUE I I ADOBE TAN @ BASKETBALL cSOAL -ENDURO 50 PLAYcSROUND BACKSTOP HITH 4' EXTENSION FROM POLE TO BAC.KBOARD, MODEL # 5:25=!5, AND STANDARD HEAVY DUTY ROUND POST PAD, MODEL #1:2010 PER DETAIL :2 OF THIS SHEET. AVAILABLE FROM TOMARK SPORT, CONTACT, (e,oo) Cff;,6-6:215. @ :2" HIDE MARKIN<SS, HHITE STRIPIN<S PAINT =!:20-:2:2, "DECO SURFAC.ING SL/STEMS" BY KOCH MATERIALS C.OMPANY, DEC.O SURFACIN<S SYSTEMS, (e,oo) 55:2-6lil:,. © EXPANSION JOINT, SEE DETAIL I, SHEET 15. ® SAHCUT JOINT, SEE DETAIL I, SHEET 15. NOT!;S, @ C.ONTAAC.TOR TO PROVIDE E>" XE>" PAVIN<S SAMPLE INC.LUDIN<S EXPANSIO, SAHCUT JOINTS AND PAINTIN<S FOR C.ITY REVIEW AND APPROVAL PRIOR TO C.ONSTRUC.TION. 40 1 HIGH POLE FOOTING 30 1 HIGH POLE FOOTING BASKETBALL/FOUL POLE 2 BASKETBALL COURT ,-_r1(0"-•-~,_L_5$:ENO= _ _,_,_=--,z==-.r-=-~c,~ .r(D .le" ~bNCR.ETE BAND. FINISH AND C.OL~ !,,_ 7f !"ER LANDSC.APE PLANS. • . j ' "-12 11 f" \,@ :1"~ <~L:~~~~~~=:~t~~,.,,,~ @ ,· 5/.e"-·EXPANSION JOINT, FILL HITH MASTIC SEALANT TO MATCH PAVER. © CONCRETE UNIT PAYERS, REYIEH HITH G) CITY FOR COLOR AND PATTERN. MIRAFI 500X cSEOTEXTILE. CLASS :2 AcScSF<.EcSATE BASE PER Gf:OTECHNIC.AL REPORT OR EN<SINEER APPROVAL AND MANUFACTURER'S RECOMMENDATIONS. "10% SUB<SRADE 12 II 5EC.TION A SC.ALE:!" = I' & ~1#2:~RETE✓~~~ _,,-1f P.J..ANS. -'"''""'""-''"'rJ , \.... l'2'' • ~ • @ THO (:2) -CONTINUOUS 115 RE~~-• ® 5/t:," EXPANSION JOINT, FILL HITH MASTIC, SEALANT TO MATCH PAVER. CONCRETE UNIT PAYERS, REVIEH HITH C.ITY FOR COLOR AND PATTERN. ® MIRAFI 500X cSEOTEXTILE. @ C.LASS :2 AcScSF<.EcSATE BASE PER cSEOTEC.HNICAL REPORT OR ENGINEER APPROVAL AND MANUFACTURER'S RECOMMENDATIONS. -=r -1- 5EC,TION B --I TTTlll 11 ,il~lli 1111i 11 111 11 ffi=lT= ITT --:111 JII ,c-1; • "' I~ ) ~ i ---_)' <.):i .;_ x ½t\o 2 ' = J N I ITT Ill ·1 I l l l t' l l l l l I I I I C.ONCRETE BAND@ PAVERS 1 DESIGN GROU.~INC. F1.,INNJN,5 AND ~,a,n; ~,.e:;.ru=i:e 915'tl CAMINO CAPISntANO SAN .JJAA CAPIS~, CA Cl261' q~ •FAXCf ~ 0 s·-o" 12" MIN 6" 11-011 0 A I I I I < ' ' PLAN VIEW SC.ALE, 1/2" = l'-0" 5EC.TION SC.ALE:\/2" = l'-0" ('l llJ ('l llJ LEGEND, • CD ADJAC.ENT C,ONCRETE PAVIN<S ® C.ONCRETE PAD @coMPACTED SUB<SRADE @coNc.RETE FOOTIN<S ® FINISH <SAADE @ 5/4" X :24" ANCHOR BOLTS, TIE TO REBAR CD ELEC,TR\C,AL C,ONDUIT, SEE ELEC,TRIC,AL DRAWIN<SS @INSTALL II" X 11" X 1:2" D. C.ONCRETE PULLBOX HITH C.ONC.RETE LOCKIN<S COVER EN<SRAVED 'ELEC'[RIC.AL', SEE ELECTRICAL DRAWIN$S ® PULLBOX SHALL BE SET ON 5/4" ROC.K @ LOC.ATE PULLBOX ADJAC.ENT TO UcSHT FIXTURE AS INDIC.ATED. © LlcSHT FIXTURE POLE REFER TO ELEC.TRIC.AL EN<SINEER DRAWIN<SS. ( 14'-0" HlcSH MAX.) @(4) #5 VERTIC.AL REBAR ® #5 TIES AT 1:2" O.C. ® (5)'115 TIES AT :2" O.C. ® EXPANSION JOINT PER DETAIL I, SHEET 15. NOTES, @coNTRACTOR SHALL USE EXTREME CAUTION HHEN INSTALL\NcS PULL BOX TO ASSURE THAT ACCESS TO HANDHOLE IS NOT IMPEDED BY MOH.CURB OR C.ONCRETE FOOTIN<S. ALL HANDHOLES SHALL BE ORIENTED SO THAT THEY FAC.E THE SIDEHALK. @FOR THE INSTALLATION OF ELECTRICAL EGUIPMENT DEVICE, C.ONDUIT FITTIN<SS, PULL BOX, AND ETC., SEE ELEC.TRIC.AL ENcSINEERINcS DRAWIN<SS. @ REFER TO STRUC.TURAL EN<SINEERS' CALCULATIONS IN THE SPECIFIC.ATIONS APPENDIX. LIGHT FIXTURE POLE FOOTING \ I " LE.SEND, (De," DIA. GALVANIZED STEEL POST ® C.ONTINUOUS POURED IN PLACE CONC.RETE 1:2" HIDE CONCRETE MOW C,UR6 PER DETAIL :2, SHEET 15. @ C.ONC,RETE FOOTIN<S @ C.OMPACTED SUB cSRADE PER Gf:OTEC.HNICAL EN<SINEEF<.'S REPORT @ (6) #1 VERTICAL REBAR © #S REBAR AT 1:2" O.C.. CD 115 TIES AT :2" O.C. @ (:2) #4 CONTINUOUS NOTES, © PROVIDE SCALED SHOP DRAHIN<SS AND . MATERIAL SUBMITTALS FOR REYIEH AND APPROVAL PRIOR TO C,ONSTRUCTION. SC.ALE, :3/411 = I' 55 1 HIGH POLE FOOTING 4 C-3806 APPROVAL RECOMMENDED: FRANK T. TRAN RCE 62845 ASSOCIATE CIVIL ENGINEER MARINERS PARK IMPROVEMENTS CONSTRUCTION DETAILS ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5206-S SHEET 16 OF 27 '< 0 if: I I~ 1. I I UNDERGROUND SERVICE ALFRT ~"' CALL, TOLL FREE 1-800 227-2600 TV'lO V'lORKING DAYS BEFORE YOU DIG EXISTING S!DE\/ALK I I I I -~ j \ I \ .\ I I I I I I I I 34 ,I 'I I I I 1 ___ ....,33 ]' r O' • · 33 .. b /0' CONTRACTOR TO LOCATE AND TIE PROPOSED MAINLINE AND WIRES ~~=,I TO EXISTING 2' MAINLINE AND .,,,_ -... @.# .J 20' Vi WIRES FOR IRRIGATION ACROSS STREET. COORDINATE CONNECTION WITH CITY. ;., 40' 6 ~----1 INSTALL BRICK DUST ROTORS IN TURF -43 DESIGN GROUP TNC. Pl_ANNIN6 AND LAN::lSCAfl; AR.Gfll'l?:C-11P-E ::!l~l GJ•,J•@O G,,.i,.,pJS,TAA."!O SAN .;JAN C.APi5WA"'!O, C,A q:16-15 ("14q 4"!:;l.~2tOO • t=AX (<:!4-'1J 4"!3--2MO .. ·. ·. . ·~ .. u .. ' .-":;,. ,<I'- 33 I i ~(,; I I ,.,~ 1 -~ .;"~f: t, '-" • • • . . .'A,?, • '<-~~SI:ft .5 30 $ I 33 33 04 03 -~z~ --~ I 33 ' -~1 -, I I I I ~ I 1--~ 33 ' (; \ 11/ f1,\.'> ,,? '(fl ' ' ' I I I I I I I I 00 T'"". SCOPE OF WORK .NOTE CONTRACTOR SHALL REMOVE ALL EXISTING LATERALS AND SPRINKLER HEADS WITHIN THE LIMIT OF WORK LINES. RE INSTALL ALL SYSTEMS AT THE COMPLETION OF THE CONSTRUCTION PHASE MODIFY SYSTEMS TO PROVIDE HEAD TO HEAD COVERAGE FOR' ALL AREAS IMPACTED BY THE WORK AND AS SHOWN HEREON. MAINTAIN EXISTING IRRIGATION SYSTEM OPERATIONAL AT ALL TIMES. NOTIFY THE CITY PRIOR TO SHUTTING DOWN THE SYSTEM . SHUT DOWN PERIODS SHOULD NOT EXCEED 3 DAYS. INSTALL THE NEW MASTER VALVE AND FLOW SENSOR AS DIRECTED BY THE CITY. STAKE LOCATION OF ALL EQUIPMENT AND OBTAIN APPROVAL PRIOR TO START OF WORK. TRENCHING NEAR EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING THE TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAINLINE TRENCHES. DO NOT CUT ROOTS OVER 1' DIAMETER. DRESS ALL CUT ROOTS WITH TREE SEAL. IF TRENCHING IS REQUIRED THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE THE ROOTS. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP. OBSTRUCTION NOTE WHEN VERTICAL OBSTRUCTION S (PROPS, STREET LIGHTS, TREES, ETC) INTERFEREWITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE.. THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR A HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJ_USTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL) CONTROLLER NOTE THE IRRIGATION SYSTEM SHOWN IS INTENDED TO BE DIVIDED INTO TWO SEPARATE PROGRAMS THAT WILL BE ACTIVATED SIMULTANEOUSLY (WITHOUT STACKING) ON THE EXISTING CONTROL SYSTEM. THE SYSTEM IS DESIGNED FOR A MAXIMUM FLOW RATE OF 100GPM. ~~~~t"': -:.2-½'' 'S \,' ""' ,;,;;;.,.,(· w /'1/",,l~ w :c en lw I~ I~ -_J 15 I~ ,~ I I APPROVAL RECOMMENDED: LATERAL PIPE SIZING LEGEt~D NO 112" PIPE PERMITTED 314" MINIMUM .. 1" "' 1-1/4" .. -1-112" -2" - -2-1/2" --3" EXTRA WIRE NOTE TWO (4) CONTINUOUS, EXTRA WIRES SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24' COIL. TERMINATE IN THE LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. ALL EXTRA WIRE SHALL BE ORANGE IN COLOR. SLEEVING NOTES o IRRIGATION PIPE AND LOW VOLT AGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. • SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. . • • PRESSURE MAINLINE SLEEVES SHALL BE ACCOMPANIED WITH A MINIMUM 2' WIRE SLEEVE. • SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. • PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. • IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR PRIOR TO INSTALLATION OF ANY HARDSCAPE. • REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX EQUIPMENT LOCATION NOTES ALL PIPING, ABOVE GROUND EQUIPMENT, AND ANY VALVE BOXES SHALL BE LOCATED IN PLANTING AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE OR IN TURF AREAS WITHOUT PERMISSION FROM THE IRRIGATION CONSULTANT. GROUP ALL VALVE BOXES AND LOCATE IN SHRUB AREAS ONLY. CONTRACTOR WILL BE RESPONSIBLE TO RE-LOCATE VALVE BOXES INSTALLED IN TURF AREAS AT NO COST TO THE OWNER. SLEEVE SIZING LEGEND tt (2) 2" a (2) 4" rill (3) 2" (l}a (3) 4" f 4· (4) 2" ib IE (D (4) 4" (§1 (2) 3" @§ r&)i. mm a (5) 4" (E (3) 3" (i),Z!B!,~ (1) 8" + (2) 4" ;; it (4) 3" ' fJ (1) 8" + (3) 4" • dll-&4 (1) 8" + (4) 4" ALL SLEEVES TO BE MINIMUM 2X PIPE DIAMETER REFER TO IRRIGATION LEGEND FOR SPECIFICATION. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT. C-3806 MARINERS PARK IMPROVEMENTS IRRIGATION PLAN 02 FRANK T. TRAN, RCE 62845 ASSOCIATE CIVIL ENGINEER ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE DESIGNED: DRAWN: STAFF STAFF 01 r;C:;:H;:;EC:::KE;:;;D~: ~-t;:;-DA-;-:;TE:;:-:-::..:..:..;;'-'-t---+----+-----------,-------------1 DATE: ______ _ STAFF 08 03/2007 NO. DA TE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5206-S SHEET 17 OF 27 UNDER&ROUND SERVICE ALERT CALL, TOLL FREE 1-800 221-2000 TrlO WORKIN6 DAYS BEFORE YOU DIG ml TEMPORARY CONTROLLER LOCATION CONTRACTOR TO INSTALL NEW CONTROLLERIN LOCATION SHOWN NEAR TEMPORARY RESTROOM FACILITY. PROVIDE A 10' EXPANSION.COIL IN SPLICE BOX AS SHOWN ON PLAN. • CONOlJli FOR COACH CONTROL TIMER SWITCH. LANDSCAPE CONTRACiOR TO INSTALL 1• CONDUIT WITH (2) 14 GA. WIRES SCHEMATIC WIRE ROUTING ~==~1;r---;~;:;~~~~ VALVE WIRE . . .....----------_ ~ SPLICE BOX $ PERMANENT CONTROLLER LOCATION LANDSCAPE CONTRACTOR TO COORDlNATE WITH GENERAL CONTRACTOR TO MOVE CONTROLLER TO PERMANENT LOCATION SHOWN NEAR NEW RESTROOM FACILITY. RE-ROUTE VALVE WIRES USING EXPANSION COIL COORDINATEWITH CITY FOR FINAL LOCATION. 110VAC POWER PER ELECTRICAL PLANS. r-w w :I: Cf) ! . I c $ ''. '. / '::!:r:·.7',. I. lfflel[\ I. 34 Off, FUTURE RESTROOM LOCATION. CONTRACTOR TO STUB (4) PILOT AND (1) COMMON WIRES FOR IRRIGATION ADJUSTMENTS. ELECTRICAL CONDUIT AND PULL BOX LOCATIONS PER ELECTRICAL PLANS, THIS PACKAGE. 33 - SCOPE OF WORK NOTE CONTRACTOR SHALL REMOVE ALL EXISTING LATERALS AND SPRINKLER HEADS WITHIN THE LIMIT OF WORK LINES. RE INSTALL ALL SYSTEMS AT THE COMPLETION OF THE CONSTRUCTION PHASE, MODIFY SYSTEMS TO PROVIDE HEAD TO HEAD COVERAGE FOR ALL AREAS IMPACTED BY THE WORK AND AS SH!)WN HEREON. MAINTAIN EXISTING IRRIGATION SYSTEM OPERATIONAL AT ALL TIMES. NOTIFY THE CITY PRIORTO SHUTTING DOWN THE SYSTEM . SHUT DOWN PERIODS SHOULD NOT EXCEED 3 DAYS. INSTALL THE NEW MASTER VALVE AND FLOW SENSOR AS DIRECTED BY THE CITY. STAKE LOCATION OF ALL EQUIPMENT AND OBTAIN APPROVAL PRIOR TO START OF WORK. TRENCHING NEAR EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING THE TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAINLINE TRENCHES. DO NOT CUT ROOTS OVER 1' DIAMETER. DRESS ALL CUT ROOTS WITH TREE SEAL. IFTRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE THE ROOTS. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP . OBSTRUCTION NOTE WHEN VERTICAL OBSTRUCTION S (PROPS, STREET LIGHTS, TREES, ETC) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE. THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR A HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER • COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AlNO ADDITIONAL COST TO THE OWNER. (TYPICAL) CONTROLLER NOTE THE IRRIGATION SYSTEM SHOWN IS INTENDED TO BE DIVIDED INTO TWO SEPARATEPROGRAMSTHAT WILL BE ACTIVATED SIMULTANEOUSLY (WITHOUT STACKING) ON THE EXISTING CONTROL SYSTEM. THE SYSTEM IS DESIGNED FOR A MAXIMUM FLOW RATE OF 100 GPM. LATERAL PIPE SIZING LEGEND NO 1/2' PIPE PERMITTED 3/4" MINIMUM . 1" .. '" 1-1/4' -1-1/2" ~ 2" -2-1/2" -3" - EXTRAWIRE NOTE TWO (4) CONTINUOUS, EXTRA WIRES SHALL BE PROVIDED FOR EACH MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH VALVE BOX WITH 24" COIL TERMINATE IN THE LAST VALVE BOX. BUNDLE ALL EXTRA WIRES IN CONTROLLER. ALL EXTRA WIRE SHALL BE ORANGE IN COLOR. SLEEVING NOTES • IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. o SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. o PRESSURE MAINLINE SLEEVES SHALL BE ACCOMPANIED WITH A MINIMUM 2" WIRE SLEEVE. o SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. o PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. " IRRIGATION CONTRACTOR TO COORDINATESLEEVING WITH THE • HARDS.CAPE CONTRACTOR PRIOR TO INSTALLATION OF ANY HARDS.CAPE. e REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX EQUIPMENT LOCATION NOTES ALL PIPING, ABOVE GROUND EQUIPMENT, AND ANY VALVE BOXES SHALL BE LOCATED IN PLANTING AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDS.CAPE OR IN TURF AREAS WITHOUT PERMISSION FROM THE IRRIGATION CONSULTANT. GROUP ALL w w Cl) 33 ------- VALVE BOXES AND LOCATE IN SHRUB AREAS ONLY. CONTRACTOR WILL BE RESPONSIBLE TO RE-LOCATE VALVE BOXES INSTALLED IN TURF AREAS.AT NO COST TO THE OWNER. 111!!!1 ell r O' w z -_J :I: (.) ~ :'.2: 34:i------'-1!134 1---1r---;35t---➔--I~ ~= J H ii! 1 ~ 10· 20' 40' .. 1 -,,. Jt"'--~,--,.;------:i::,, .. ~-• • ii'-=-e,\-\\-. _,. ~ : ;., /, t 11.C'~ _,.,-, 1> ' ---• ..--'-" _,.,-'·, t.:.I; ,, . \ .. , ' ~ 35 --,, -. ":; \ I '. I·- $~~:··. mm \.. . ~· ml LIMIT OF HORI< DESIGN GROUP. 1NC. F'!..ANNI~ ANO LA.NDSGAM:; ARCHJTEC..TlJl<!.E Sl~I C."'"'IINO G-,=,,pts.RAN:O $A,'{ .!JAN C,p.pjSiAA."40. CA "'2615 41,-:1) 4.-:9-;?COO " FAx ("!49) ~2e,qo \ \ I I ) ~ \ \ I 33 \ \$ ·33 I / 35 ING 4'' / "-I ' 04 03 02 DESIGNED: ORA WN: STAFF STAFF 01 ~ ~ '-' '-'-' ' ' ' Ill / '-'- 1!1 / ' '- / ' '-11 / '-'- 1/ ' '-' '- .t'l... ' '-\)~ ''-.___ ' ' ~0 ",.___' //j ~~«; EB --- ./.A> ~ "-.~ • PROTECTINPLACEANDVERIFYPROPEROPERATION // ~ ~· OFEXISTINGWATERMETERANDBACKFLOW:TIE -----t INTO EXISTING MAINLINE AFTER BACKFLOW. INSTALL NEW MASTER VALVE AND FLOW SENSOR PER LEGEND ON NEW MAINLINE. APPROVAL RECOMMENDED: FRANK T. TRAN, RCE 62845 ASSOCIATE CIVIL ENGINEER r=:,==---r-::~:-----,.---+-----+--------------------DATE: CHECKED:STAFF DA~: 03 2007 NO. DATE DESCRIPTION OF REVISIONS ------- SLEEVE SIZING LEGEND Mi PE@ i§ (2) 2" (EE (2) 4" ;: a (3) 2" M ie(]a (3) 4" M 1llJ (4) 2" ~ (4) 4" WP ' :ill (2) 3" g (5) 4" &I I ., (3) 3" (1) 8" + (2) 4" ID (4) 3" Si (1) 8' + (3) 4" I ii (1) 8' + (4) 4' ALL SLEEVES TO BE MINIMUM 2X PIPE DIAMETER REFER TO IRRIGATION LEGEND FOR SPECIFICATION. REFER TO PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENT. C-3806 MARINERS PARK IMPROVEMENTS IRRIGATION PLAN ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE CITY OF NEWPORT BEACH P-5206-S PUBLIC WORKS DEPARTMENT SHEET 18 OF 27 - SYMBOL IRRIGATION EQUIPMENT LEGEND ITEM -MANUFACTURER -MODEL NUMBER -DESCRIPTION WATER METER RPBACKFLOW BALL VALVE EXISTING 4" DOMESTIC WATER METER. VERIFY STATIC WATER PRESSURE AND REPORT TO IRRIGATION CONSULTANT PRIOR TO START OF WORK. EXISTING -PROTECT IN PLACE. MATCO 754N SERIES FULL PORT BRASS BALL VALVE -LINE SIZE @ AIR RELIEF VALVE POINT SOURCE IRRIGATION 32-ARV-2-KA AIR I VACUUM RELIEF VALVE EB Ill MASTER VALVE GRISWOLD 2160-E 3' MASTER VALVE WITH EPOXY COATING. FLOW SENSOR DATA INDUSTRIAL PLASTIC IR-300P FOR SIZES 2' -4" SENSOR PART OF CONTROLLER PACKAGE -REFER TO CONTROLLER NOTE QUICK COUPLER RAINBIRD 44 DLRC 1" QUICK COUPLER WITH YELLOW VINYL LOCKING COVER INCLUDE TWO (2) RAINBIRD 44DK KEYS WITH SH-2 SWIVEL PER CONTROLLER CONTROL VALVE GRISWOLD DW-PRV SERIES AUTOMATIC CONTROL VALVE WITH PRESSURE REGULATING CONTROL-REFERTO PLAN FOR SIZES CONTROL VALVE GRISWOLD DW-PRV SERIES AUTOMATIC CONTROL VALVE WITH PRESSURE REGULATING CONTROL -VALVE TO BE CONTROLLED BY COACH CONTROL SWITCH LOCATED AT CONTROLLER 'A' CONTROLLER HYDROSCAPE HS16 -DX2 -48 / DX FLOW/ HFS 200 / HSDX-RADIO KIT/ HSDX - ANT -DISC. CONTROLLER TO HAVE 48 STATIONS. INCLUDE COACH CONTROL SWITCH FOR BRICK DUST WATERING. HYDROSCAPE ASSEMBLY HS-MVKEY - REMKEY-CONTACT ERIK ANDERSON (949) 279-5752 FOR PRICING. CONTROLLER TO BE CERTIFIEDTHROUGH HYDROSCAPE. -PRESSURE MAINLINE LATERAL LINE WHITE CLASS 315 PRESSURE MAINLINE FOR PIPE 2" AND LARGER WHITE SCH 40 PRESSURE MAINLINE FOR PIPE 1-1/2" AND SMALLER ALL PIPE TO BE SOLVENT WELD REFER TO TRENCHING DETAIL FOR DEPTHS WHITE SCH 40 SOLVENT WELD PVC-3/4" MINIMUM. REFER TO PLAN FOR SIZES AND TRENCHING DETAIL FOR BURIAL DEPTHS. 5@)mm:mmS£1• SLEEVING WHITE SCHEDULE 40 PVC -REFER TO SLEEVING LEGEND FOR QUANTITY AND TYPE. ALL PIPING AND WIRES UNDER PAVING TO BE SLEEVED MINIMUM 2X DIAMETER OF PIPE WITH A MINIMUM OF 2' DIAMETER. N NOT SHOWN NOT SHOWN NOT SHOWN NOT SHOWN IN-LINE CHECK VALVE KBI KSC SERIES LINE SIZE SWING CHECK FOR UPHILL FLOW DIRECTION KBI KC SERIES LINE SIZE SPRING CHECK FOR DOWNHILL FLOW DIRECTION MAINLINE FITTINGS ALL PRESSURE MAINLINE FITTINGS TO BE SCHEDULE 40 PVC SOLVENT WELD LATERAL FITTINGS ALL NON-PRESSURE LATERAL LINE FITTINGS TO BE SCHEDULE 40 PVC SOLVENT WELD. IRRIGATION WIRE #14 AWG UL LISTED U.F. 600V DIRECT BURIAL LEAD WIRE BLACK PAIGE 7001D COMMON WHITE WITH BLACK STRIPEPAIGE7001D EXTRA WIRE ORANGE PAIGE 7001D WIRE NUTS RAINBIRD #ST -03UL SNAP TITE CONNECTORS WITH RAINBIRD #PT -55 SNAP TITE SEALER. FLOW SENSOR CABLE RAINMASTER EV-CAB-SEN FLOW SENSOR CABLE IN A 1-1/4" SCHEDULE40 PVC CONDUIT. NO SPLICES. DENOTES STATION NUMBER DENOTES VALVE FLOW (GPM) DENOTES VALVE SIZE ---® MAINLINE STUB -CAP PRESSURE MAINLINE AND INCLUDE LEAD WIRES AS SHOWN, COMMON WIRE, C AND TWO .EXTRA WIRES IN LOCABLE VALVE BOX FOR FUTURE CONNECTION. DENOTES NUMBER OF LEAD WIRES DENOTES SIZE OF MAINLINE STUB . SPRAY HEAD IRRIGATION LEGEND SYMBOL DESCRIPTION MANUFACTURER PART NO. NOZZLE PATTERN FLOW RADIUS PRES PRECIP SHRUB POP UP HEADS ~ 11 SHRUB POP UP TORO 570 -12P -PRX -COM 12F FULL 2.19 12' 30 1.47 't SHRUB POP UP TORO 570 -12P -PRX -COM 12H HALF 1.09 12' 30 1.47 f~ SHRUB POP UP TORO 570 -12P -PRX -COM 12T THIRD 0.72 12' 30 1.47 SHRUB POP UP TORO 570 -12P -PRX-COM 12Q QRTR 0.50 12' 30 1.47 G I SHRUB POP UP TORO 570-12P -PRX-COM 10F FULL 1.49 10' 30 1.44 Y .._, SHRUB POP UP TORO 570 -12P -PRX -COM 10H HALF 0.71 10' 30 1.44 Y,} SHRUB POP UP TORO 570 -12P -PRX -COM 10T THIRD 0.52 10' 30 1.44 SHRUB POP UP TORO 570 -12P -PRX-COM 10Q QRTR 0.40 10' 30 1.44 . 0 SHRUB POP UP TORO 570 -12P -PRX -COM 8F FULL 1.00 8' 30 1.51 'ff SHRUB POP UP TORO 570 -12P -PRX -COM 8H HALF 0.50 8' 30 1.51 t SHRUB POP UP TORO 570-12P -PRX-COM 8T THIRD 0.30 8' 30 1.51 9 SHRUB POP UP TORO 570 -12P -PRX -COM SQ QRTR 0.24 8' . 30 1.51 'v' SHRUB POP UP TORO 570-12P -PRX-COM SH HALF 0.19 5' 30 1.51 y SHRUB POP UP TORO 570 -12P -PRX -COM ST THIRD 0.12 5' 30 1.51 '7 SHRUB POP UP TORO 570 -12P -PRX -COM 5Q QRTR 0.09 5' 30 1.51 0 FLOOD BUBBLER TORO 570 -FB -50 -PC --0.5 --30 - TURF POP UP HEADS 0 TURF POP UP TORO 570Z -6P -PRX -COM 15F FULL 3.60 15' 30 1.46 e TURF POP UP TORO 570Z -6P -PRX -COM 15H HALF 1.65 15' 30 1.46 i; TURF POP UP TORO 570Z -6P -PRX -COM 15T THIRD 1.10 15' 30 1.46 e TURF POP UP TORO 570Z -6P -PRX -COM 15Q QRTR 0.85 15' 30 1.46 E& TURF POP UP TORO 570Z -6P -PRX -COM 12F FULL 2.19 12' 30 1.47 e TURF POP UP TORO 570Z-6P -PRX -COM 12H . HALF 1.09 12' 30 1.47 M TURF POP UP TORO 570Z -6P -PRX -COM 12T THIRD 0.72 12' 30 1.47 tll TURF POP UP TORO 570Z -6P. PRX -COM 12Q QRTR 0.50 12' 30 1.47 ® TURF POP UP TORO 570Z -6P -PRX -COM 10F FULL 1.49 10' . 30 1.44 ® TURF POP UP TORO 570Z -6P -PRX -COM 10H HALF 0.71 10' 30 1.44 M TURF POP UP TORO 570Z -6P -PRX -COM 10T THIRD 0.52 10' 30 1.44 $J TURF POP UP TORO 570Z -6P -PRX -COM 10Q QRTR 0.40 10' 30 L44 0 TURF POP UP TORO 570Z -6P -PRX -COM 8F FULL 1.00 8' 30 1.51 ell TURF POP UP TORO 570Z -6P -PRX -COM 8H HALF 0.50 8' 30 1.51 Ill TURF POP UP TORO 570Z -6P -PRX -COM BT THIRD 0.30 8' 30 1.51 @ TURF POP UP TORO 570Z -6P -PRX -COM 8Q QRTR 0.24 8' 30 1.51 0 TURF POP UP TORO 570Z -6P -PRX -COM SH HALF 0.19 5' 30 1.51 ('j TURF POP UP TORO 570Z -6P -PRX -COM ST THIRD 0.12 5' 30 1.51 <'> TURFPOPUP TORO 570Z -6P -PRX -COM SQ QRTR 0.09 5' 30 1.51 rll TURF POP UP TORO 570Z -6P -PRX -COM 04 SST STRIP 1.20 --30 - I!! TURF POP UP TORO 570Z -6P -PRX -COM 04EST STRIP 0.45 --30 -- ' 04 03 02 DESIGNED: DRAWN: RAINBIRD ROTOR LEGEND .. DOMESTIC WATER SYMBOL DESCRIPTION MANUFACTURER PART NO. NOZZLE PATTERN FLOW RADIUS PRES PRECIP TURF POP UP HEADS [@ TURF ROTOR RAINBIRD 5006 PL-R SAM FC MPR 25 FULL FULL 3.82 25' 45 0.59 @ TURF ROTOR RAINBIRD 5006 PL-R SAM PC MPR25HALF HALF 1.98 25' 45 0.61 ® TURF ROTOR RAINBIRD 5006 PL-R SAM PC MPR25QRTR QRTR 1.00 25' 45 0.62 @TURF ROTOR RAINBIRD 5006 PL-R SAM PC MPR25THRD THRD 1.38 25' 45 0.64 §] TURF ROTOR RAINBIRD 5006 PL-R SAM FC MPR30FULL FULL 5.78 30' 45 0.62 ® TURF ROTOR RAINBIRD 5006 PL-R SAM PC MPR30 HALF HALF 2.96 30' 45 0.63 ® TURF ROTOR RAINBIRD 5006 PL-R SAM PC MPR30QRTR QRTR 1.40 30' 45 0.60 @)TURF ROTOR RAINBIRD 5006 PL-R SAM PC MPR30THRD THRO 1.85 30' 45 0.59 ~ TURF ROTOR RAINBIRD 5006 Pl:"R SAM FC MPR35FULL FULL 7.58 35' 45 0.60 @ TURF ROTOR RAINBIRD 5006PL-R SAM PC MPR35 HALF HALF 3.81 35' 45 0.60 @ TURF ROTOR RAINBIRD 5006 PL-R SAM PC MPR35QRTR QRTR 1.92 35' 45 0.60 ... @TURF ROTOR RAINBIRD 5006 PL-R SAM PC MPR35THRD THRD 2.46 35' 45 0.58 TOR.O ROTOR LEGEND .. DOMESTIC WATER SYMBOL DESCRIPTION MANUFACTURER PART NO. SHRUB ROTOR POP UPS Gl TURF ROTOR POP TORO 644 -02 -42 @ TURF ROTOR POP TORO 642 -02 -42 © TURF ROTOR POP TORO 641 -02-42 @ ~ TURF ROTOR POP TORO 640 -02 -42 -173 TURF ROTOR POP TORO 640 -02 -42 -238 El TURF ROTOR POP TORO 644 -02 -43 ® TURF ROTOR POP TORO 642 " 02 -43 TURF ROTOR POP TORO 641 -02-43 . @© ~ TURF ROTOR POP TORO 640-02-43-173 TURF ROTOR POP TORO 640-02-43 -238 b!rMelertlo. IIHY,:lrau~Gradiant valiOn of~ler taiie Pressure eqrrnrormaliOn lll'hom llllmher #1 Size 4" 82.0· 18.llpsi Alex Solo Cny of Newport Beach (9491718,3410 5/1612007 a.le or lnfonnation asis for Cak:ulallon Longest Run/Highest Elevation/Highest Flow e Como! Valve A28 Size 2.00 45.GPM. •• of highest head 84.0' QTY. SIZE ITEM PSI LOSS . 40' 3.00' &m1iceLine Copper 0,10 l 400-Waler Meter 0.50 1 4.00' RP Backflov1 1200 2 400" Ball Valves 0,50 1 3.00' Master Valve 120 1 2.00' Flow S!ansor 1.00 1000' 4.00' Mainline PVC 0.53 Mainl!ne PVC Mainfine PVC 2.00' Automatic Control Valve 2.70 AVG Lateral line Loss 2.00 Fittings Loss (10%) 2.04 Elevation Chllnge Q,~ Total System Losses , 23~i Pressure Required to operate head 50~f Pressure Requted wilhout ResidlJlll 13psi Stalic Pressure at Water Meter 781!:!i Residual Pressure 5~i Set Pressure regulator 1o 78psi NOZZLE PATTERN FLOW RADIUS PRES PRECIP 42 42 42 42 42 43 43 43 43 43 i!w.t•-fllelert.lo. u1k: Gradiant liOnofflleler Pressure oflnfonnalion eNumber lnfomlalion FULL HALF QRTR 173° 238° FULL HALF QRTR 173° 238° 12.9 57' 50 12.9 57' 50 12.9 57' 50 12.9 57' 50 12.9 57' 50 14.5 59' 50 14.5 59' 50 14.5 59' 50 14.5 59' 50 14.5 59' 50 #1 Size 4' 82.0· 7B.Opsi Alex Solo Ci!yof NO'Aport l'leadt (949] 718.3410 5/16/2007 .47 .95 1.90 .99 .72 .46 .93 1.85 .96 .70 is for CalClllalion Longest Run/Highest l;levation/Highept Flow A15 Size 2.00 55GPM Elevation of highest head 84.0' my,_ SIZE ITEM PSI LOS~ 40' 3.00' Service Line Copper 0.10 1 4.00' Water Meter 0.50 1 4.00' RP Backfiov1 12.00 2 4.00" Ball Valves 0.50 1 3.oo· Master Valve 1.20 1 2.00· Flow Sensor 1.00 soo· 4.00' Mainllne PVC 0.38 Mainline PVC Mainline PVC 2.00· Au lo matte Conl!OI Valve 2.70 AVG. Lateral Line Loss 2,00 Fittings Loss (10%) 2.03 Elevation Change 0.9 Total Sr,;lem Losses 23esi Pressure, Required to operate head 45 esi Pressure Required wiihout Resklllal &Besi S!alic Pressure at Water Meter 78l!Si Residual Pre= 10 £Si Set Pressure regularor lo 75 esi C-3806 APPROVAL RECOMMENDED: MARINERS PARK IMPROVEMENTS IRRIGATION LEGEND FRANK T. TRAN, RCE 62845 ASSOCIATE CIVIL ENGINEER ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE STAFF STAFF 01 r:C::'.H::::EC::'.K::::ED:":'-"-"-'-+D:--:A::::TE;:--:--'::..:.:..;;'-'--f---+----l----------------------lDATE: ______ _ STAFF 08 03 2007 NO. DATE llESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5206-S SHEET 19 OF 27 FINISH GRADE 7 6 0 GREEN VALVE BOX -BRAND WITH CONTROLLER LETTER AND ·av· I.E. "A-BV" 0 BRASS BALL VALVE -SEE LEGEND FOR TYPE G) FINISH GRADE 0 SUBGRADE r;;-,.. SCHEDULE 80 PVC THREAD ONE END NIPPLE, \::.I MINIMUM 6" LENGTH TO EXTEND PAST VALVE BOX BALL VALVE OJ ::, ::; a: z iJi 0 FINISH GRADE zO -W ,_"' 0 GRl:EN VALVE BOX-BRANO WITH CONTROLLER LEITTR AND STATION NUMBER. (IE: 'A24') (";;\ AUTOMATIC CONTROL VALVE -SEE LEGEND FOR \.::,) TYPE (";;\ T CHRISTY YELLOW STATION ID TAG, ATTACH TO \V WIRES WITH ZIP TIE 0. SNAP TITE WIRE NUT WITH WATERPROOF WIRE CONNECTOR r;;-,.. IRRIGATION VALVE WIRE AND COMMON, PROVIDE \::_,I 24" MININIMUM EXPANSION COIL © FINISH GRADE 0 SUBGRADE ~ SCHEDULE 80 PVC THREAD ONE END NIPPLE, \V MINIMUM 6' LENGTH TO EXTEND PAST VALVE BOX 3 7 0 PRESSURE .MAINLINE SOLVENT WELD 45° SUP ELL /:;\ PRESSURE MAINLINE PIPING, LENGTH AS \.!...,/ REQUIRED 0 BRICK SUPPORTS, FOUR REQUIRED 0 1 CUBIC FOOT 3/4" CRUSHED GRAVEL ® SCHEDULE 80 PVC NIPPLE, 3" LENGTH @ SCHEDULE 80 PVC S X T UNION NO SCALE ' llL e-- '1---, •·'•cs,~ i lE-- ===,;,:; =!!! 11 w- © PRESSURE MAINLINE SOLVENT WELD SLIP ELL Q PRESSURE MAINLINE PIPING, LENGTH AS \'.V REQUIRED @ PRESSURE MAINLINE TEE OR ELL @ BRICK SUPPORTS, FOUR REQUIRED @ 1 CUBIC FOOT 3/4' CRUSHED GRAVEL @ SCHEDULE 80 PVC NIPPLE, 3' LENGTH @ SCHEDULE 80 PVC S X T UNION ® PVC NON PRESSURE LATERAL LINE 1 • AUTOMATIC CONTROL VALVE -NO SCALE 1 ,. COP~c!,::lifl m5 WAlrn c;:i•-:uh. uo. -;HE a.tVSl'AATNf. GPJ.l'HC fl~TUFIE ~ !.'I n+'.ii ta::TA!l <S Wl'YRIGHTI:D ti>IDE'l ,Ho (J.WCf THE L'Nftf_(.l.',TASl'.S-J;Ni!MAY!,/\)T Be_ USE{] ~/ffi;Ol.lf\'/!lrrtl'>l C(;',SE~1 ffi;),,I W~lffi l;QltCEf"•~ DESIGN GROUP. INC. fl'VINNIMS-ANO L.ANDSGAPE ARC!-!ITEG.TI.IRe ,1,-q1 GAMINO CAPISTRANO SAN .JJAN G,~Snv.NO. GA C12&1, "14"} 4'<1,-:uco • FAX (q,4q} 4Cl,-..2b=IO MIMIMUM 10x PIPE MIMIMUM 5x PIPE DIAMETERS LENGTH DIAMETERS LENGTH FLOW--l> 8 7 6 0 PRESSURE MAINLINE PIPING (;'\ PRESSURE MAINLINE PIPING, REDUCE MAINLINE TO \.!...,/ MATCH INLET SIZE OF FLOW SENSOR 0 PRESSURE MAINLINE SOLVENT WELD COUPLING (";;\ INLET SIZE, SCHEDULE 80 PVC THREAD ONE END \V (T.O.E.) NIPPLE -MINIMUM 12" LENGTH 0 MASTER VALVE· REFER TO MASTER VALVE DETAIL r;;-,.. GREEN, LOCKABLE RECTANGULAR VALVE BOX- \::!.) HEAT BRAND "MV" ©. 1" SCHEDULE 40 PVC ELECTRICAL CONDUIT WITH PULL BOXES AT 200' O.C. (AS REQUIRED) 0 SCHEDULE 40 PVC LONG SWEEP ELL ® INLET SIZE, SCHEDULE 80 PVC MALE ADAPTER @ FLOW SENSOR, REFER TO LEGEND FOR TYPE 0 SCHEDULE 80 PVC MALE ADAPTER WITH REDUCING Q RED AND BLACK FLOW SENSOR WIRES -VERIFY BUSHING TO MATCH SENSOR INLET SIZE \..'.:I POLARITY WITH CONNECTION TO CABLE FLOW SENSOR ASSEMBLY -' ~ 0 ji/ :r: u w er ~ a: lb er OJ>-::, -' a: z iJi 0 zO -W • <D - 5 0 BRASS QUICK COUPLER· REFER TO LEGEND 0 INLET SIZE, 3' LONG BRASS NIPPLE 0 INLET SIZE BRASS ELL 0 INLET SIZE BRASS STREET ELL 0 INLET SIZE BRASS NIPPLE, 12" MINIMUM LENGTH 0 SCHEDULE 80 PVC SLIP x THREAD ELL 0 PRESSURE MAINLINE RISER, MINIMUM 4" LENGTH 14 ~ MAINLINE TEE OR ELL FITTING WITH BUSHING TO \V ADAPT PIPE TO INLET SIZE OF QUICK COUPLER 0 PRESSURE MAINLINE ® BRICK SUPPORT, TWO REQUIRED @ 1 CUBIC FOOT 3/4" CRUSHED GRAVEL Q GREEN, 10" ROUND VALVE BOX WITH STAINLESS \..'.:) STEEL BOLT LOCKING LID, HEAT BRAND "QCV" (;";;\ #4REBAR, 18"LONG-SECURETOQUICKCOUPLER ~ WITH TWO STAINLESS STEEL HOSE CLAMPS @ FINISHGRAOE-SHRUBBEDONLY QUICK COUPLER w/ SUPPORT NO SCALE ,._ COF'YA(r-fr ?)05\'IATER CO,e(;ER"-LTD TI-E il.(.USTRATIVt. GHPtt:(;-W.f . E S.KWN (~ Tljl~ rHM. <5 COi'Yfll(',!JlEDt.t',O!:fl l'H tAWOf me UMTU"IST>-1~5 AM) "'AY NOf -USID\\\T,1(){Jf WRITTEN C 04 03 02 DESIGNED: STAFF DRAWN: STAFF 01 9 17 12 13 Q GREEN, LOCKABLE RECTANGULAR VALVE BOX - ~ HEAT BRAND 'FS" ,;";\ BLUE SCOTHLOK WIRE CONNECTORS· TWO \:Y REQUIRED SNAP TITE WIRE NUT WITH WATERPROOF @ CONNECTORS -INSTALL PER MANUFACTURER INSTRUCTIONS ® FLOW SENSOR COMMUNICATION CABLE @ WATERPROOF CONDUIT INLET WITH FOAM AFTER WIRE PULL --'-"-'-~·~'-'- !!~71 ; ; H ~ , q t===n 1· I ,11; :: i •;,,_ :TT Cl'.:]1'1 JC-mi[i '"'1-:i " ;:::::,_·1 1 10 NO SCALE 0 GREEN, 1 o· RO. UNO LOCKABLE VALVE BOX, LOCATE '7'\_ 7 • INLET SIZE, SCHEDULE 80 PVC s xT COUPLING IN SHRUB BED ONLY. HEAT BRANO "ARV" \.!...,/ 0 FINISH GRADE G) SUBGRADE 0 CONTINUOUS, KINETIC AIR I VACUUM RELIEF VALVE -REFER TO LEGEND FOR TYPE 0 CIRCULAR VALVE BOX EXTENSION AS REQUIRED © BRICK SUPPORT, TWO REQUIRED ~ INLET SIZE, PRESSURE MAINLINE PVC RISER, \V LENGTH AS NECESSARY 0 PRESSURE MAINLINE TEE OR ELL ® PRESSURE MAINLINE @ ONE CUBIC FOOT 3/4' CRUSHED GRAVEL AIR VACUUM RELIEF VAL VE NO SCALE ,,,-cOfl'RGITTPm\l'l~T CO.\'C"EWl,llD T>!ESU.IJSlmTlVE.GfW'I-O:::NA fSl-!C'fr~r;TH:SOE l15ttll"/11/Gtm:D !lTHElJ\~ICFTfil'UNlTED AlfS~!,'t,J;IA~ /OT&lJ , l-!:JIJ1"YIRITTENC C-3806 APPROVAL RECOMMENDED: MARINERS PARK IMPROVEMENTS IRRIGATION DETAILS FRANK T. TRAN, RCE 62845 ASSOCIATE CIVIL ENGINEER ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE P-5206-S t-::,CHc-:E:-::C.,-,KE=D:--,--r-:DA-:-:T=E-, ---i---t------+-----------------------DATE: _______ _ STAFF 08/03/2007 NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 2Q OF 27 2 3 r 12· r 12" RCVA1 0 RECTANGULAR VALVE BOX r,:;\ 1' IDENTIFICATION BRAND-REFER TO VALVE \:..,/ DETAILS FOR REQUIREMENTS 0 TURF PLANTER WITH EDGE CONDITION © HARDSCAPE CONDITION © CENTER VALVE WITHIN BOX 0 CIRCULAR VALVE BOX 0 DO NOT LOCATE VALVE BOXES NEAR TREES @ 00 NOT LOCATE VALVE BOXES IN TURF AREAS (7\ ALIGN VALVE BOXES PARALLEL TO HARDSCAPE \V SURFACE AND PERPENDICULAR TO EDGE ©. MAINTAIN3" MINIMUM FROM HEDGE PLANTING. DO NOT LOCATE VALVE BOXES JN HEDGES. VALVE BOX LAYOUT NO SCALE 0 COP'IROITT ;w5 Wl!ER CO\l:tA'I. LW. Tr£ li!JoTAATNE.Ortll'ff(.; Will.ff.: ~c;t,m l'I TIie! 08,lt_ IS ~O ~'Nil Tilt; IJ;l'ICfTHE IJNITED ST~lfS 1,1,f.).\!AV OOT Be USW WTTiiOIJT W1l!TlfN CO'IS!:'£Tffi:Jli1 'tlA R001-1Cof1.'> DESIGN GROUP. INC, P'LANNH<e ANt:> LANP!iCAF'E ARCHITECTIJRe ,rsq1 G,AM!NO CAPISTRANO 6AM ~ GAPIS.TRAHO, G-A <:t~i5 <111,4qJ -4Ct,-..2t,OC • FAX ('14-'V -443-:uAO i I w w "' ' w z ::J ~ z i w w m a: ::, (J) (J) w a: '1-"' 3 0 FINISH SURFACE IN LANDSCAPE OR VEHICULAR PAVING 0 BACKFILL, REFER TO SPECIFICATIONS 0 UNDISTURBED SUBGAADE 0 DEBRIS ANO ROCK FREE BACKFILL (OR SAND) MINIMUM 2" BELOW PIPING. PRESSURE MAINLINE LANDSCAPE VEHICULAR PAVING w~ a: w ::, co "'w "'w M! U) a__.:, z< 0 a: z~ :5 SIZE < 3" • 3".+ <3" 3'+ LANDSCAPE NONPRESSURE 1------,---t----l LATERAL LINE VEHICULAR <3' 3" + <3' PAVING 3"+ / DEPTH 24" 36" 30" 36" 12" 18" 24' 30' © LOW VOLTAGE CONTROL WIRE.SLIEEVE, MINIMUM 2", REFER TO SPECIFICATIONS FOFi iYPE 0 NON-PRESSURE LATERAL LINE PIPING IN SLEEVE, . REFER TO SPECIFICATIONS FOR iYPE ("-;;\ . ALL SLEEVES TO BE TWICE DIAMETER OF CARRIER \V PIPE r-;;\ NON-DOMESTIC WATER PIPE SLEEVES SHALL BE \::..) IDENTIFIED PER WATER DISTRICT STANDARDS (7\ PRESSURE MAINLINE PIPING IN SLEEVE, REFER TO Q ALL SLEEVES SHALL EXTEND MINIMUM 12" BEYOND \V SPECIFICATIONSFORiYPE \::::) EDGEOFPAVING I PIPES UNDER PAVING NOSCALE I r COPYFll.,efT =wATEFICOl'ICER,'i LTO. 1,£ <lJ.ijSTFl/1.TNE, Ofll;!'tll'.: NATURE SHOW'! S'I IH1S DETM. 1; COPYRIGITTED !,M!ER THE L,lW Of Tl!E Ul"1"1'05TATE5Af.';) II.AV NOT 5EUSffi l'ilIBO'JTWllfllE'/t,n,,(x!.'T F1'!0',1 l\'J.~~ CONCER< 0 IRRIGATION POP UP ROTOR HEAD· REFER TO LEGEND FOR iYPE 0 INLET SIZE SCHEDULE 40 STREET ELL © SCH. 80 PVC NIPPLE 0 SCH. 40 PVC SxSxTTEE OR ELBOW 0 LATERAL LINE • SIZE PER PLAN POP UP ROTOR 04 03 02 DESIGNED: STAFF DRAWN: STAFF 01 TURF 6" SHRUB © HARDSCAPE/HEADER 0 flNISH GRADE 0 SUBGAADE NO SCALE cc ~ cc ~ ~ "' U) '.5 ..,. 0 :it i l,o "1 i,, ..,. N w w a_ a_ C: C: a: ~ ~ "' ~ "' 0 BACKFILL, REFER TO SPECIFICATIONS 0 UNDISTURBED SUBGRAOE • © FINISH GRADE 0 DEBRIS AND ROCK FREE BACKFILL (OR SAND) MINIMUM 2" ABOVE AND BELOW PIPING. 0 PRESSURE MAINLINE PIPING, REFER TO LEGEND TRENCHING ©. LOW VOLTAGE CONTROL WIRE. BUNDLIE WIRES AND ATTACH TO PIPE AT 10' INTERVALS 0 PRO .. VIDE A 20" EXPANSION LOOP AT ALL MAINLINE CHANGE IN DIRECTION GREATER THAN 30' ("-;;\ COMMUNICATION CABLE IN CONDUIT (IF \::J APPLICABLIE) r-;;\ N. ON-PRESSURE LATERAL PIPING, REFER TO \::..) LIEGEND @ HAROSCAPE OR STRUCTURE NO SCALE c· CO?"l'Rl:iHT ro'.15 WA"lER CQNCH\ff, LTD. lllE '1.LIJST!l~TM. ~ NATUF!e $/iOWN IN Tl-liSO'i.TA!!.. B CQF,'fll:'i>ITTOurfOEA TFI, U,WOF JHE UW!f(l_SlATES Al,'D Y ll~ !lE iJSe:()\'lfir!OUfl'li ITTBI CONSENJ FRO!.l\'IAOEA CC'J,>:Ef\H 0. IRRIGATION POP UP SPAA Y HEAD " REFER TO LEGEND FOR iYPE 0 INLET SIZE MARLEX STREET Ell © SCHEDULIE 80 PVC NIPPLE, LIENGTH AS REQUIRED 0 SCHEDULIE 40 PVC SxSxTTEE OR_ ELL POP UP SPRAY BODY APPROVAL RECOMMENDED: FRANK T. TRAN, RCE 62845 ASSOCIATE CIVIL ENGINEER Jl!li !f=~i1 il:::,:;¾JJI , .... - 7 : ~ -== 3" TURF 6" SHRUB 0 LATERAL LINE -SIZE PER PLAN © HARDSCAPE I PLANTER SEPARATION HEADER 0 FINISH GRADE 0 SUBGAADE NO SCALE C-3806 MARINERS PARK IMPROVEMENTS IRRIGATION DETAILS ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE J-C-H--:E--C-KE_D_: --t---DA--:TEcc-: ----i---1------1------------------------DATE: _______ _ STAFF 08/03/2007 NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH P-5206-S PUBLIC WORKS DEPARTMENT SHEET 21 OF 27 mm MA mm ~=-,,==;,,=-~-~.-~~~-~~=--~~- ~- '<i~~ 1,' &\/ \/ ._,, \/ ·/ V\/VV\/VVVV\f\/\f \/ \/ \/ Ir------ ' • 10' BUFFER AREA FDR ! REPLACEMENT /REPAIR ' OF ANY DAMAGED TURF AGR□N □-TEX BALLFIELD l. __ _ ,SOD MIX 2A /\' -+-- ix '7)' V' \/ •I \f \f ·/ \r V \/ \,, V\/\l\/V \/ '✓ V V \J \_I \/ 'J \! lii!!il IM/T OF WORK m :: \/ \_/ \' '/ \: '! V V -✓v1Jv ' 21 52 52 vvvvvvvv vvvvvvvvvvv vvvvvvvvvvvvvv vvvvvvvvvvvvvvv vv.vvvv vvvvvv vvvvvv vvvvvvvvvv vvvvvvvvvvvvvv.. YYVVVVVYVVYVVY vvvvvvvvvvvvvv YVVVVVVVYVVYV VVVVVVYVVVVYV VVYVVVYVVYVV. + + + + + vvvvvvvvv vvvvvvvvv vvvvvvvvv vvvvvvvvv vvvvvvvvvvvvv vvvvvvvvvvvvv \_"\/\/\ 1/) 10' BUFFER A~AJ FDR REPLACEMENT/REPAIR OF ANY DAMAGED TURF \,/ITH AGRON□-TEX BALLFIELD,-SpD MIX 2A '/ , "" . "•1f!"_., v ✓ ·i· \/ -i !\/ ~- i '· ' u.: mm UNDERGROUND SERVICE ALERT CALL, TOLL FREE e,11 I c.., V \/ \/ \_/ \/['\;\ \/ ':::'--'---:- V V •,: -'-~----'--E --'---\,-·· E 7:--;-,-E',:----,,! '-./ '/~-/ ··; i \, DAMAGED TURF, \,/lTI+ ,1 , -, , 1 '-✓ f\GRDN□~ TEx' BALL,(IELl] ,' . 11 vvvvvvvvvvvv YVVYVVVVVVVVVV ' ' 'sdn MIX 2A' ' , ' vvvvvvvvvvvvv \/\'''' ' ,,,,, ,,1,, , , -, 1 ' ' , ,, -;. 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CONCEFTIJAL DESl5N PREPARED BY RIDeE LANDSCAPE ARCHITECTS (JJNE 2005) AND FURNISHED TO i,. §5 FWM DESISN <SROUF, INC BY THE CITY OF NEHFORT BEACH TO USE FOR LAYOUT DE5I6N. 0' 10' 20' 40' DESIGNED: DRAWN: STAFF STAFF /. ,_,---, c' ,,;}?~-$ '- c'' u)f(t \'s\__/:p '>(>x-~ ' / ro,,.,., I i -~ / ]· s -,-_ ·::.-..... -,~'":'°:::e:,. -~:~~ -- ( 'I) 10' REP OF A BALL 0 0 T-I S-I S-2 S-5 S-4 0 S-5 ~S-b e-1 e-2 TREE LEGEND BOTANICAL NAME COMMON NAME L.A<SERSTROEMIA X FAURIEI CRAPE MYRTLE -'NATCHEZ' SHRUB LEGEND BOTANICAL NAME COMMON NAME L.l<SUSTRUM JAPONIC,IJM 'TEXANUM' TEXAS PRIVET PHOTINA x. FRASER! FHOTINA ROSA MEID. 'C.OAAL. MEIDLAND" SHRU6ROSE ESCAL.LONIA EX. 'FRADESII' SIZE GTY. Sb" SOX e, SIZE QTY. 5 eAL.. 41 5 6AL.. 111 5 eAL.. lib PINK FRINC.ESS ESCAL.L.ONIA 5 6AL.. 54 C.ARISSA MACRO. 'SOXY'IOOD BEAUTY' NATAL. PL.UM 15 eAL., c:fb HEMEROC.ALLIS HYBRID 'MISS VICTORIA' DAYL.11... Y GROUNDCOVERLEGEND BOTANICAL NAME COMMAN NAME 5 eAL. 415 TYPE TIF6REEN HYBRID BERMUDA SOD (INFIELD ONL. Y) OVERSEEDED l'IITH PERENNIAL. RYE AeRONO-TEC. BALL.FIELD SOD MIX 2A (OUTFIELD ONL. Y) REPLACE/REPAIR DAMAeED EXIST!Ne 11JRF l'IITH AeRONO-TEC. BALL.FIELD SOD MIX 2A PLANTING NOTES MIN. SPEC. HxH 12-14' X 5-i' SPACINCS 5b,i05 sq.rt. APPROX. 5Spoo sq.ft. THE PLANT GUANTITIES ARE SHOl'IN FOR REFERENCE AND BID COMPARISON PURPOSE ONL. Y, CONTRACTOR IS RESPONSIBLE FOR CONDUC.TINe HIS Ol'IN AREA TAKE-OFFS AND UNITS COUNTS, PLANT SYBMOLS AND SPECIFIED SPACIN6 SHALL TAKE PRECEDENCE. SPACINCS/ COMMENT STANDARD COMMENT COMMENT PLANT PER SPEC.S. PLANT PER SPEC.S. PLANT PER 5PEC.S. ® ALL TREES HITHIN 5' OF HARDSCAFE (IE. HALL, HAL.KS, ETC.) SHALL HAVE A LINEAR ROOT BARRIER INSTAL.L.ED A MINIMUM OF 10' BEYOND THE EDeE OF THE ROOTBALL. REFER TO THE eENERAL. OR SPEC.IFIC.ATIONS. ROOT BARRIER, AVAILABLE FROM DEEP ROOT C.ORFORATION (i\4) e,qe,-oe,t,5, OR APPROVED EGUAL. INSTALL PER CURRENT MANUFAC11JRER'S SPECIFIC.ATIONS. - 15 eAL. TREES #UB:24, HIDTH It:," 24" SOX TREES #U624, HIDTH 18" 5b" BOX TREES #UB24, HIDTH It:," 0 4t:," SOX TREES AND L.AR6ER NUMBER OF PANELS PER MANUFACT1JRER'S SPECIFIC.ATIONS. - INSTALL AN It:," DIA. CIRC-1...E OF MULCH AT THE BASE OF ALL TREES PLANTED IN TURF. ALL TREES SHALL. BE PROTEC.TED IN FL.AC.E. CONTRAC.TOR SHALL HATER AND MAINTAIN EXISTINe 11JRF, SHRUBS AND TREE AREAS INSIDE AND OUTSIDE THE LIMIT OF HORK (HHICH MAY REGUIRE IRRl6ATION ZONES TO BE SHUT DOHN IN ORDER TO C.OMPLETE THE l'IORK) IN A HEAL.THY CONDITION BY HHATEVER MEANS AND METHOD NECESSARY THROUeHOIJT THE DURATION OF THE CONSTRUC.TION. FL.ANT SYMBOL L.EeEND I ~I I @ TREE GUANTITY TREE VARIETY SHRUB GUANTITY SHRUB VARIETY e VINE GUANTITY = = VINE VARIETY PROVIDE 5 eAL.LON DAYL.I1... Y \t:," O.C. VARIETY, 'MISS VICTORIA' AVAILABLE FROM, eREENHOOD DAYLILL Y 6ARDENS CONTACT, JOHN SCHOU5TRA, PHONE, (5b2) 4c:f4-t:,c:f44. s SOIL SAMPLE SEE PL.ANT!Ne NOTE lb, SHEET 24. APPROVAL RECOMMENDED: FRANK T. TRAN RCE 62845 ASSOCIATE CIVIL ENGINEER C-3806 MARINERS PARK IMPROVEMENTS PLANTING PLAN ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE THO HORKINe; DAYS BEFORE YOU DIG DESIGN GROU;I'___,_ INC. PLAHN!Nei-~ LAHC)SCJ'll"'C ~l'T!;C.~ :515't1 C-M-f!NO C-H'I~ SAN JJAH C-;o1,P!Si1'.ANO, C-A '12615 ~C:;H;;:E~CK~E:;;D-: -~D~A;,;T:;::-E:---t--+----1-----------~------------l DATE: _______ _ STAFF 08 03/2007 NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5206-S SHEET 22 OF 27 Ill "'4Af9--2600 • PAX q -4'15-:26'!0 -i,iy ,,1 \.' \-,/ './ <--10' BUFFER ARl:::A1 FOR REPLACEMENTYREPAIR OF ANY DAMAGli:D TURF \./ITH NE\./ SOD + vvvvvvvvvvvvvv .... _. vvvvvvvvvvvvvv vvvvvvvvvvvvvv vv vvv vvvvvvvvvvvvvvv vvvvv • . .• .-· vvvrx.vvv VYVVVVVVVVVVVV \/ \/ ·'•:· --:-. ·-.•. ·• vv/"::_yvvvv VVVVVVVVVVVVVYV \-' :. • • ".'• :. ,. V)/;,.;'.JVVVVVVV VVVVVVVVVVYVVV " • ' ---.•• vV&vvvvvvvv VVVVVVYVVVVVVV ·.,· :·--. ·vv',/vvvvvvvvvv VVVVYVVVVVVVVV vv·vjrvv v vv v v vv vv, YVVVYVVVYVVVVVVV vvvvvvvvvvvvvvvvvv VYVVYVYVVVVVVYVVVVV YVVVYVYVVVYVVVVVVVVVV vvvvvvvvvvvvv . vvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvv ', :7·-.-~-~-. v v ¼ v--v---v--v---v-V-V-Y,Y V-¥-Y-V. V-V V-y,v_v. :,,1_y_v..;_ y__y,v \!Y y_v_ y v v v, v_y_s_=~•--, .. _ .. _/-; . . vvvvvvvvvvvvvvvvvvvvvvvvvvvv ~~vvvvvvvUvvv • ~~--- . . 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"":, . -·:, ... '--,, > ,\:.. f()-:.: ... - - ..... ,. -', - -"?1 v·~v~ DESIGNED: DRAWN: STAFF STAFF T-1 0 S-1 0 S-2 ® S-4 G-1 G-2 G-2 APPROVAL RECOMMENDED: TREE LEGEND BOTANIC.AL. NAME COMMON NAME SIZE GTY. MIN. SPEC.. HxW SPACING/ COMMENT LA<SERSTROEMIA X FAURIEI C.RAPE MYRTLE -'NATCHEZ' 12-14' X 5-'7' STANDARD SHRUB LEGEND BOTANICAL. NAME COMMON NAME LISUSTRUM JAPONICUM 'TEXANUM' SIZE GTY. TEXAS PRIVET 5 GAL. 41 PHOTINA x. FRASER! PHOTINA' 5 GAL. Ill ROSA MEID_ 'CORAL. MEIDL-AND" SHRIJB ROSE 5 $AL. lib ESCALLONIA EX 'FRADESII' PINK PRINCESS ESC.ALLONIA 5 GAL. 34 CARISSA MAC.RO. 'SOXl-'!OOD BEAUTY' NATAL PLUM 15 eAL. HEMEROC.ALLIS HYBRID 'MISS VICTORIA' DAYLILY GROUNDCOVERLEGEND BOTANIC.AL. NAME C.OMMAN NAME 5 GAL. TYPE 415 TIFGREEN HYBRID BERMUDA SOD (INFIELD ONLY) OVERSEEDED WITH PERENNIAL RYE AGRONO-TEC. BALLFIELD SOD MIX 2A (OUTFIELc:> ONLY) REPLACE/REPAIR DAMA<SED EXISTING 11JRF HITH AGRONO-TEC. BALL.FIELD SOD MIX 2A PLANTING NOTES SPACING 3'-0" o.c.. s·-011 o.c. 2'-011 o.c. 5 1-011 O.C. 5 1-011 O.C. 18" o.c. 5,828 sq.ft. 5b,'705 sq.ft. APPROX_ 33POO sq.ft. THE PLANT GUANTITIES ARE SHOl-'<N FOR REFERENCE AND BID COMPARISON PURPOSE ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING HIS OHN AREA TAKE-OFFS AND UNITS COUNTS. PLANT SYBMOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. COMMENT COMMENT PLANT PER SPECS. PLANT PER SPEC.5. PLANT PER SPECS. ® ,ALL TREES WITHIN 5' OF HARDSCAPE (IE. HALL, HAL.KS, ETC) SHALL HAVE A LINEAR ROOT BARRIER INSTALLED A MINIMUM OF 10' BEYOND THE ED<SE OF THE ROOTBALL. REFER TO THE <SENERAL OR SPEC.IFICATIONS, ROOT BARRIER, AVAILABLE FROM DEEP ROOT CORPORATION ('714) 8'l8-08b3, OR APPROVED EGUAL. INSTALL PER CURRENT MANUFACTURER'S SPEC.IFIC.ATIONS. -15 GAL. TREES #UB24, HIDTH 18" 24" SOX TREES IIUB24 HIDTH 18" NUMBER OF PANELS PER 3b" SOX TREES IIUB24: HIDTH 18" " MANUFAC.11JRER'5 48" SOX TREES AND LARGER SPEC.IFIC.ATIONS. - INSTALL AN 18" DIA. C.IRc.LE OF MULCH AT THE BASE OF ALL TREES PLANTED IN 11JRF. ALL TREES SHALL BE PROTEC.TED IN PLACE. C.ONTRAC.TOR SHALL HATER AND MAINTAIN EXISTINe 11JRF, SHRUBS AND TREE AREAS INSIDE AND OUTSIDE THE LIMIT OF J,,IORK (HHICH MAY REGUIRE IRRIGATION ZONES TO BE SHUT DOHN IN ORDER TO COMPLETE THE J,,IORK) IN A HEAL THY CONDITION BY V'IHATEVER MEANS AND METHOD NEC.ESSARY THROUGHOUT THE DURATION OF THE CONSTRUCTION_ PLANT SYMBOL LE<SEND EE- ~- ~ 0- TREE GUANTITY TREE VARIETY SHRUB GUANTITY SHRUB VARIETY VINE GUANTITY VINE VARIETY PROVIDE 5 GALLON DAYLILY 18" O.C. VARIETY, 'MISS VICTORIA' AVAILABLE FROM, GREENWOOD DAYLILL Y GARDENS CONTACT, JOHN SC.HOUSTRA, PHONE, (5b2) 4'l4-8'l44- -s-SOIL SAMPLE SEE PLANTING NOTE lb, SHEET 24. C-3806 MARINERS PARK IMPROVEMENTS PLANTING PLAN FRANK T. TRAN RCE 62845 ASSOCIATE CIVIL ENGINEER ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE P-5206-S t-C:c-Hc::Ec:-CK,::E:::cD-: ---t-D:c-A:-:1E=:---i-----t------t-------------------------l DATE: _______ _ STAFF 08 03 2007 NO. DATE DESCRIP-TION OF REVISIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 23 OF 27 PLANTING NOTES: I. ALL TREES SHALL HAVE MATC.HING FORM. 2. ALL LAND5C.APED AREAS TO REC.EIVE AUTOMATED IRRIGATION. 5. REFER TO PLANTING 5PEC.IFIC.ATION5 FOR 501L PREPARATION, FERTILIZATION, MULC.HING, AND OTHER ADDITIONAL PLANTING INFORMATION. 4. ALL PLANT MATERIAL SHALL BE APPROVED BY THE C.ITY'5 REPRESENTATIVE PRIOR TO INSTALLATION. 5. FINAL LOCATION OF ALL PLANT MATERIALS 5HALL BE 5UBJEC.T TO THE APPROVAL OF THE C.ITY'S REPRESENTATIVE. 6. C.ONTRAC.TOR SHALL NOTIFY C.ITY'S REPRESENTATIVE 48 HOURS PRIOR TO C.OMMENC.EMENT OF WORK TO C.OORDINATE PROJEC.T INSPEC.TION 5C.HEDULE5. i. 5EE DETAILS AND SPEC.IFIC.ATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND BAC.KFILL REQUIREMENTS. 8. IF C.ONFLIC,TS ARISE BETWEEN SIZE OF AREAS AND PLANS, C.ONTRAC.TOR TO C.ONTAC.T C.ITY'S REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUC.H C.ONFLIC.TS KNOWN TO C.ITY'5 REPRESENTATIVE WILL RESULT IN C.ONTRAC.TOR'5 LIABILITY TO RELOC.ATE THE MATERIALS. '1. C.ONTRAC.TOR SHALL SUBMIT FOR APPROVAL PHOTOS OF ALL BOXED TREES. PHOTOS SHOULD INC.LUDE A PERSON FOR SC.ALE PURP05E5. ALL BOX TREES SHALL BE OF QUALITY AS DETERMINED BY THE C.ITY'S REPRESENTATIVE. MATERIAL FOUND UNSUITABLE FOR THE DESIGN OR SPEC.IFIC.ATION INTENT WILL BE REJEC.TED. 10. IT 15 THE C.ONTRAC.TOR'5 RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PE5T5 OR PLANT DISEASES. PRE-SELEC.TED OR 'TAGGED' MATERIAL MU5T BE INSPEC.TED BY THE C.ONTRAC.TOR AND C.ERTIFIED PEST AND DISEASE FREE. IT 15 THE C.ONTRAC.TOR'S OBLIGATION TO V'lARRANTY ALL PLANT MATERIALS PER THE SPEC.IFIC.ATIONS. II. C.ONTRAC.TOR SHALL BE RE5PON51BLE FOR MAKING HIMSELF FAMILIAR V'llTH ALL UNDERGROUND UTILITIES, PIPELINES AND 5TRUC.TURES. C.ONTRAC.TOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY C.OST INC.UR.RED DUE TO DAMAGE OF SAID UTILITIES. 12. C.ONTRAC.TOR SHALL NOT WILLFULLY PROC.EED V'llTH C.ONSTRUC.TION A5 DESIGNED WHEN IT IS OBVIOUS THAT UNKNOV'lN OB5TRUGTION5 AND/OR GRADE DIFFERENC.ES EXIST THAT MAY NOT !--!AVE BEEN KNOWN DURING DESIGN. SUC.H C.ONDITION5 SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF C.ITY'S REPRESENTATIVE. THE C.ONTRAC.TOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NEC.ESSARY REVISIONS DUE TO FAILURE TO GIVE SUC.H NOTIFIC.ATION. 15. C.ONTRAC.TOR SHALL BE RESPONSIBLE FOR ANY C.OORDINATION WITH SUBC.ONTRAC.TORS AS REQUIRED TO AC.C.OMPLl5H PLANTING OPERATIONS. 14. PLANT MATERIAL QUANTITIES ARE GIVEN FOR C.ONVENIENC.E ONLY. PLANT 5YMBOL5 AND SF'EC.IFIED SPAC.ING SHALL TAKE PREC.EDENC.E. C.ONTRAC.TOR SHALL VERIFY PLANT MATERIAL QUANTITIES PER PLAN. 15. C.ONTRAC.TOR TO ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS -2% MINIMUM ALLOWED. 16. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, C.ONTRAC.TOR SHALL HAVE SOIL SAMPLES TAKEN AT THE LOC.ATIONS INDIC.ATED BY DESIGNATION ~ (5 TOTAL). THESE SAMPLES SHALL BE TESTED BY SOIL AND PLANT LAB (114)558-8555 FOR SOIL FERTILITY, AGRIC.ULTURAL SUITABILITY TEST AND 501L PREPARATION REC.OMMENDATIONS. TWO SAMPLES SHALL BE TAKEN AT EAC.H LOC.ATION, (I) GROUND LEVEL TO 10" DEEP, (2) 24" TO 56" DEEP. EAC.H SAMPLE SHALL C.ONTAIN APPROXIMATELY I QUART OF 501L AND BE LABELED PER LOC.ATION AND DEPTH. SUBMIT SOIL REPORT TO C.ITY'S REPRESENTATIVE PRIOR TO PLANTING. Ii. GROUND C,OVERS AND SHRUBS SHALL BE TRIANGULARLY SPAC.ED, UNLESS OTHERV'llSE INDIC.ATED. 18. ALL 501L FOR LANDSC.APE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM ON- 51TE EXC.AVATIONS. SHOULD IMPORT SOIL BE NEC.E55ARY, INDIC.ATE SOURC.E LOC.ATION. SOIL SHALL BE SANDY LOAM C.ONTAINING NO TOXIC. C-HEMIC.ALS OR ELEMENTS WHIC.H MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. SOIL TESTING RESUL T5 SHALL BE SUBMITTED AND APPROVED PRIOR TO SOIL IMPLEMENTATION. 1'1. ALL LAND5C.APED AREAS SHALL BE MULC.HED WITH A 5'' DEEP LAYER OF MULC.H PER 5PEC.IFIC.ATION5, AT THE C.ONC.LUSION OF PLANTING OPERATIONS. 20. AT EDGES OF PLANTING AREAS, THE GENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOC.ATED NO FARTHER FROM OR C.LOSER TO THE EDGE THAN ONE-HALF THE SPEC.IFIED ON-GENTER SPAC.ING. 21. REMOVE ALL NURSERY STAKES IMMEDIATELY AFTER INSTALLATION, UPON PROVIDING SUPPORT PER DETAIL I, SHEET L-6.1. ----- - tER 1 2 SECTION EDGE OF PLANTING AREA 0 0 0 0 0 _ __,t-1/2 SPACING 0 0 0 0 0 0 ~ 0 0 0 0 0 cf q_T vj SPACING PLAN VIEW LEGEND: I. GROUNDCOVER FR.OH FLATS, CUTTINGS, LINERS, OR PLANTING CONTAINERS. 2. 3" FOREST FLOOR 0-2 HULCH BY, AGUINA COHPANY, INC. ("'14"'1) 186-"'1558. ("'14"'1) 186-"'1558. 3. PLANTING BED PER SPECIFICATIONS. GROUND GOVER AND SHRUB SPACING not used DESIGNED: DRAWN: i :STRAMAR. HEIGHT AS REQUIRED ~ '.SEESFEC. ; THE "MEGA STAKE" SYSIEM. ; INSTAU.ATJON PER SPEC . . . : PROVIDE TREE TRUNK GUARD : (ARBORGARD OR EQUIV.) : DIMENSIONS OF THE :_ ORIGINAL CONTAINER -~ : 2"LAYERMULCH.HOLD AWAY FROM TRUNK •• ~p~J~@'J1~"Jil A )~ATER ~"' CURB AND GUTTER "'-~"" •• TAB AND ANTI-ROTATION PIN'. INSTALL TAB2"-4• • BELOWGRAOE ----- II-ROTATIONAL-FIN . STALL STAKE 3' 'BELOWGRADE -........._,,u. APPROVED STREIT TREE 24" BOXMIN. THIN CANOPY TO REDUCE WIND RESISTANCE.AS NEEDED REMOVE NUl'{SERY STAKE IF ANY, ORIENT THE TREE WITH SECTION OF TRUNK SHADED BY NURSERY STAKE TO TI-IE NORTH. IMMEDIATELY PRIOR TO BACKFILL REMOVE TREE FROM CONTAINER CAREFULLY PLACE IT INTO PLANTING PIT. PRUNE KINK.ED ROOTS. DO NOi BREAK OR OTHERWISE. DISTURB ROOTBALL. NATIVE BACKFILL SOIL EXCAVATE A "SOIL FLARE" ADJACENT TO AND LOWER THAN 1liE 8-EVATION OF iHE: CONTAINER. • FINISHED GRADE/SIDEWALK FERTILIZER TABLETS, SEE SPECS. FOR QUANTITY .-----UN01$11JRBED SOIL ROOT BARRIER, USE ''CENlURY-ROOT BARRIER CP 16-2 =n----MOUND NATIVE SOIL BENEAlH :;I I r. TREE. ASSURE THE ROOTBALL !..l...!.j 2' ABOVE FINISHED G~UND. 'I t ,. . I . 2XCONTAJNERWIDTH MIN. I . 1. Trees must be of quality nuraery stock, free from pests, disease and structural defect. 2. Gomplate backfill of pit with native soil, tamping in soil with fee1 or shovel handte to insure there are no air pockets. 3. FIii water basin and let seep twice. If drainage ls concern. the pererniter of the pit can be dug deeper to divert excess water away from 'the root ball. 4. Center tree between the sidewalk and curb 5. Space trees 35' mrn. to 50' max. 6. Plant 50' min. from BCR on tne approach to an intersection and 15' from the ECR on the exit side. 7. Plant 10' min. from edge of drive approach. 8. Provi~e 1 O' clearanoe from utility an<l sewer lines. 9. Plant 20' min. from street llght and power poles. 10. Where there is noSids walk, plant tree in the cerrter of parkway. 11. Plant tree 3' from wfb. NOTE: For list of designated trees for speslfic Streets and list of drought tolarant treets . -please call Urban Forester (949)644-3083 CITY OF NEWPORT BEACR •PPRov-.n, • PUHlJC WORKS DEPARTMENT •. 36 INCH.BOX TREE PLANTING DETAIL RC.I!: ~O. 36106 °""'" b DRAWING NO. STD-118-L-B TREE PLANTING: STD-118-L-B , I LEGEND: TWICE ROOTBALL DIAMETER I. SHRUB -CENTER IN PIT. 2. 2" DEEP HATER.ING BASIN. 3. FINISH GRADE. 5 4. AHENDED BACKFILL -REFER TO SPECIFICATIONS. 5. PLANTING TABLETS -REFER TO SPECIFICATIONS FOR QUANTITY AND PLAC-EHENT. 6. SCARIFY SIDES AND BOTTOH OF PLANTING PIT. 1. NATIVE UNDISTURBED SOIL. 8. SET TOP OF ROOTBALL 2" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. SHRUB PLANTING 2 C-3806 APPROVAL RECOMMENDED: MARINERS PARK IMPROVEMENTS PLANTING DETAILS FRANK T. TRAN RCE 62845 ASSOCIATE CIVIL ENGINEER ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE P-5206-S DESIGN GROU).>_,_INC. PLNiHINS AlO LANPSCA!"t:: ~ll,IRE! -~I G-AMINO C,APl5'TAANO SAN ..VAN GAPISnt.,l,NO, C,A CQ615 STAFF STAFF 1-c,--H=Ec,--K=ED-": -'-'-'--+-D-,.,ATE=:--'-'-'-''--l---+----+----------------------l DATE: ______ _ STAFF 08/03/2007 NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 24 OF 27 +13-2600 • 'FAX ~26CJO GENERAL NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND BECOME THOROUGHLY FAMILIAR WITH ALL FEATURES OF THE BUILDING AND SITE WHICH MAY AFFECT THE PROPER PERFORMANCE OF THIS WORK. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFER TO THE DRAWINGS OF OTHER TRADES FOR ADDITIONAL DETAILS AND REQUIREMENTS WHICH AFFECT THE PROPER PERFORMANCE OF THIS WORK. 3. ALL WORK AND MATERIAL IS NEW AND INCLUDED IN THE CONTRACT UNLESS SPECIFICALLY INDICATED AS EXISTING. 4. ALL DIMENSIONS AND LOCATIONS OF EQUIPMENT ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. - 5. ELECTRICAL CONTRACTOR SHALL USE EXTREME CAUTION IN. EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR CONDUITS, ETC., AND TO PREVENT HAZARD TO PERSONAL AND/OR DAMAGE TO EXISTING DUCTS, PIPING OR CONDUITS, ETC., AND TO PREVENT HAZARD TO PERSONAL AND/OR DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES, WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY THIS OR ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 6. VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS OF WALL MOUNTED ELECTRICAL DEVICES WITH ARCHITECT. 7. SINGLE LINE DIAGRAM NOTES: A. ALL FEEDERS ARE SIZED FOR COPPER WITH 75'C(THHN/THWN) INSULATION. ALL TERMINATIONS SHALL BE RATED FOR 60-/75'C. B. FEEDERS ARE BASED ON USE OF STEEL CONDUIT. PROVIDE CODE SIZED EQUIPMENT AND RACEWAY GROUND WIRES IF PLASTIC CONDUIT IS USED. C. ALL CIRCUIT BREAKERS (METER PEDESTAL, DISTRIBUTION PEDESTAL, PANELBOARDS) SHALL BE SERIES RATED FOR 42,000 A.I.C. MINIMUM. D. EQUIPMENT ENCLOSURES SHALL BE CLEARLY MARKED "CAUTION -SERIES RATED SYSTEM" IN COMPLIANCE WITH 2001 CEC SECTION 110-22. END-USE EQUIPMENT SHALL ALSO BE MARKED WITH THE HIGHER SERIES COMBINATION INTERRUPTING RATING AS PER 2001 CEC SECTION 240-83(c). 8. FIXTURE NOTES: A IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ACTUAL CEILING CONSTRUCTION TYPE AND FURNISH ALL LIGHTING FIXTURES. WITH THE CORRECT MOUNTING DEVICE WHETHER OR NOT SUCH VARIATIONS ARE INDICATED BY THE FIXTURE CATALOG NUMBER. THE CONTRACTOR SHALL VERIFY DEPTH OF ALL RECESSED LIGHTING FIXTURES PRIOR TO ORDERING FIXTURES. ANY DISCREPANCIES THAT .WOULD CAUSE RECESSED FIXTURES NOT TO FIT INTO CEILING SHALL BE REPORTED TO THE ARCHITECT PRIOR TO ORDERING FIXTURES. B. LIGHT FIXTURES RECESSED IN CEILING WHICH HAVE A ONE HOUR OR MORE FIRE RATING SHALL BE ENCLOSED IN A BOX WHICH HAS A FIRE RATING EQUAL TO THAT OF THE CEILING. PROVIDE MINIMUM OF 3" CLEAR FROM ALL SIDES AND TOP OF RECESSED LIGHT FIXTURES. C. CEILING INSULATION SHALL BE INSTALLED TO ALLOW 3" MINIMUM CLEARANCE FROM SIDES AND TOP OF RECESS LIGHT FIXTURES. D. VERIFY MOUNTING HEIGHT OF ALL WALL MOUNTED FIXTURES WITH ARCHITECT. E. REFER TO LANDSCAPE CONSTRUCTION PLANS FOR EXACT LOCATION OF ALL LIGHT FIXTURES. F. Vl;:RIFY VOLTAGE BEING SUPPLIED TO FIXTURES PRIOR TO OjlDERING. G. BALLAST FOR COMPACT FLUORESCENT LAMPS SHALL BE HIGfi0 POWER FACTOR. H. ALL LAMPS SHALL BE GENERAL ELECTRIC OR SYLVANIA, NO EXCEPTIONS. I. ALL TYPE "A" AND "8" LUMINAIRES SHALL BE EQUIPPED WITH A CONCRETE PULLBOX MOUNTED ADJACENT TO POLE FOOTING, SEE DETAILS A AND B, SHEET E-1.02. 9. CONSTRUCTION NOTES: A. SLEEVES SET IN FIRE WALLS SHALL BE CAULKED BETWEEN SLEEVE, CONDUIT AND RACEWAYS PASSING THRU THE SLEEVE WITH FIREPROOF SEALANT. ' 8. WHERE CONDUITS PASS THROUGH FLOORS OR RATED WALLS, THE OPENINGS AROUND THE CONDUITS SHALL BE SEALED WITH 3M FIRE SAFING. CONDUIT FLOOR PENETRATIONS WITH • RATED CHASES SHALL BE SEALED WITH BARRIER SEALANTS. THE 3M SEALANT USED SHALL BE _PROVIDED ay· LOCAL AUTHORITIES HAVING JURISDICTION. C. ELECTRICAL DEVICES SHALL BE OFF-SET A MINIMUM OF 24" ON EITHER SIDE OF WALL D. ALL EQUIPMENT DEVICES, CONDUIT FITTINGS; JUNCTION BOXES, AND CONSTRUCTION LOCATED OUTDOORS SHALL BE WEATHERPROOF. • -. E. ALL ELECTRICAL EQUIPMENT INCLUDING PANELS, OUTLET BOXES, CONDUITS, ETC.. SHALL BE ANCHORED TO BUILDING STRUCTURE. ANCHORING SHALL BE DESIGNED FOR 1.0 GRAVITY LATERAL ACCELERATION OF THE EQUIPMENT. F. PAINT ALL EXPOSED RACEWAYS TO MATCH SURROUNDING SURFACE COLOR. G. INSTALL UNDERGROUND CONDUITS NOT LESS THAN 24" BELOW FINISHED GRADE IN NON TRAFFIC AREAS AND 30" BELOW FINISHED GRADE IN TRAFFIC AREAS. H. ALL UNDERGROUND WIRES TO BE MEGGER TESTED. I. ALL WIRES TO BE COPPER THHN/THWN STRANDED ONLY -NO SOLID WIRES. J. ALL WIRES #6 OR SMALLER TO BE COLOR CODED. a. 277 /480V SYSTEM TO HAVE BROWN, ORANGE, YELLOW, GRAY FOR COLOR CODE -GRAY FDR NEUTRAL. b. 120/20BV SYSTEM TO HAVE BLACK, RED, BLUE, WHITE FOR COLOR CODE -WHITE FOR NEUTRAL. c. NO COLOR PHASING TAPE ACCEPTED ON #6 AND SMALLER WIRES. d, WIRES #4 AND LARGER TO BE IDENTIFIED WITH COLOR PHASING TAPE. • K. PULLBOXES -ALL PULLBOXES TO BE CONCRETE LOCKING TYPE AND STAMPED "ELECTRIC" ON COVERS. PULLBOXES TO BE SET ON 3/4" ROCK -PER PUBLIC WORKS SPECIFICATIONS -12" THICH OF ROCK -EXTEND OUT 6° FROM EXTERIOR OF BOX. a. PULLBOXES -NO CONCRETE SLURRY IN BOTTOM _OF BOXES. b. ALL WIRES TO BE MINIMUM OF 18" OUT OF CONDUITS IN PULLBOXES. L. SPLICES -ALL SPLICES TO BE WIRE NUTS -INSULATED LUGS SPLIT BOLTS WITH RUBBER TAPE (3) FULL RAPS OF BLACK BB TAPE WITH (3) COATS OF SCOTeHCOAT WATERPROOF RESIN. NO CRIMP OR SOLDER TYPE SPLICING. M. AI._L WIRES TO BE IDENTIFIED/TAGGED. REFERENCE CIRCUIT BREAKER NUMBER. N. ALL SPLICE BOXES/ELECTRICAL VAULTS ARE LOCATED DIAGRAMMATICALLY ONLY. ACTUAL LOCATIONS ARE TO OCCUR AT EDGE OF PAVING IN SHRUB AREAS. 0. PROVIDE GROUNDING CONDUCTOR FOR FLEXIBLE_ METAL CONDUIT SUPPLIED BY OVER 20 AMPS. P. WHERE A GROUND WIRE IS NOT SPECIFIED, CONDUIT AND IT'S CONNECTORS SHALL BE U.L. APPROVED FOR USE AS GROUNDING CONDUCTORS. Q. GROUNDING CONDUCTORS SMALLER THAN NO. 6 SHALL BE IN RIGID METAL CONDUIT, INTERMEDIATE CONDUIT, RIGID NON METALLIC CONDUIT, ELECTRICAL METALLIC TUBING OR CABLE ARMOR. 10. ALL WORK TO COMPLY WITH THE 2001 CEC. 11. ALL EQUIPMENT TO BE U.L. LISTED. 12. SEISMIC RESTRAINTS SHALL BE DEFINED AS BRACING, STRUTS, HANGERS AND CONNECTIONS BETWEEN THE ABOVE ITEMS AND THE PRIMARY STRUCTURE AS REQUIRED, PROVIDE LATERAL STABILITY IN THE EVENT OF THE CODE PRESCRIBED EARTHQUAKE. ALL BRACING, STRUTS, HANGERS AND CONNECTIONS SHALL BE DESIGNED IN CONFORMANCE WITH SECTION 1632 OF THE CALIFORNIA BUILDING CODE. STRUCTURAL CALCULATIONS AND SEISMIC RESTRAINT DETAILS SHALL BE STAMPED AND PROVIDED TO THE BUILDING INSPECTOR PRIOR TO INSPECTION. 13. ALL ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE LISTED, LABELED AND INSTALLED AS PER THE RECOGNIZED ELECTRICAL TESTING AGENCY. EXISTING CONDITIONS: THE INFORMATION SHOWN IN THESE DOCUMENTS WAS OBTAINED PRIMARILY FROM "AS-BUILT" DOCUMENTS AND/OR LIMITED FIELD INVESTIGATION. THE ELECTRICAL CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BID TO VERIFY EXISTING CONDITIONS AND SHALL INCLUDE IN THE BID PRICE ALL NECESSARY WORK REQUIRED TO COMPLETE THIS PROJECT. ANY DEMOLITION WORK SHOWN IN THESE DOCUMENTS IS FOR THE CONVENIENCE OF THE CONTRACTOR AND MAY NOT REFLECT ALL ITEMS WHICH REQUIRE DEMOLITION. ALL REQUIRED DEMOLITION AND RECONSTRUCTION WORK SHALL BE FIELD VERIFIED PRIOR TO BID AND ALL COSTS SHALL BE INCLUDED IN THE BID. ------- ELECTRICAL SYMBOLS -----WIRING/CONDUIT CONCEALED IN OR ABOVE CEILING ----WIRING/CONDUIT CONCEALED IN OR UNDER FLR. -----------WIRING/CONDUIT EXPOSED . -----➔, HOMERUN TO PANELBOARD CIRCUITS AS NOTED ------o --CONDUIT TURNED UP _____ .., CONDUIT TURNED DOWN ' • ---T--TELCO CONDUIT 3/ 4" UNO DATA CONDUIT 3/4" UNO FIRE CONDUIT /WIRE ---D--- ---F-- -----EX----EXISTING CONDUIT 2-#12, 1/2" CONDUIT 3-#12, 1/2" CONDUIT 4-#12, 3/4" CONDUIT 5-#12, 3/4" CONDUIT 6-#12, 3(_'," CONDUIT . .. .. ' ... 11111 111 111 1111 Ill I :, "' -. 7-# 12, 3/ 4;. CONDUIT 1111 1111 8-#12, 3/4" CONDUIT 9-#12, 1" CONDUIT Ill 111 Ill " z :::; w CJ @ ..J a:: ..J 0 ;E 0 ..J .... I-@ rn JUNCTION BOX (J-BOX) WALKWAY SINGLE HEAD POLE TOP LIGHT FIXTURE. REFER TO DETAIL FOR EXACT SPECIFiCATIONS. PANELBOARD TERMINAL CABINET SWITCHBOARD OR DISTRIBUTION PANEL METER OR DISTRIBUTION PEDESTAL TRANSFORMER FINAL CONNECTION BY CONTRACTOR /,\__PLAN NOTE CALL OUT. REFER TO CORRESPONDING ~ PLAN FOR SPECIFICATIONS OR REQUIREMENTS @ PANEL CALLOUT, (PANEL "A") AND SHEET NUMBER E-1 WHERE PANEL SCHEDULE IS LOCATED @--FIXTURE TYPE TOTAL NUMBER OF WATTS w___ DETAIL CALLOUT, (DETAIL "A") AND SHEET NUMBER ~ WHERE DETAIL IS LOCATED PANEL: A (EXISTING) PANELVOLTAGE: 120/208 3P, 4W LOCATION: MSA BUS: 400A MOUNTING: SURFACE MAIN: LO. AIC RATING: 10,000 SERIES RATED ABBREVIATIONS A, AMP _;._>-AMPERE(S) AF AMP-FUSE AFF AS C.B. ~_/ CIRC. c.o. CONN. EC EM EMS EPO F.B.O. F GFCI GFP GND HOA HP J KVA ·-ABOVE FINISH FLOOR AMP-SWITCH CIRCUIT BREAKER CIRCUIT CONDUIT ONLY CONNECTED ELECTRICAL CONTRACTOR EMERGENCY BATTERY PACK ENERGY MANAGEMENT SYSTEM EMERGENCY POWER OFF FURNISHED BY OTHERS FUSE GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION GROUND HAND-OFF-AUTO HORSEPOWER JUNCTION KILOVOLT-AMP KW KILOWATT L.C.L. LONG CONTINUOUS LOAD L.O. LUGS ONLY LV LOW VOLTAGE MCC MOTOR CONTROL CENTER N.I.C. NOT IN CONTRACT NL N.T.S. OFCI PC P.O.C. PROVIDE R RGS UNO V VA w WP WT NIGHT LIGHT NOT TO SCALE OWNER-FURNISHED, CONTRACTOR INSTALLED PHOTOCELL CONTROL POINT OF CONNECTION FURNISH, INSTALL, AND CONNECT RELAY RIGID GALVANIZED STEEL UNLESS NOTED OTHERWISE VOLT(S) VOLT-AMP(S) WATT(S) WEATHERPROOF WATER TIGHT CIRCUIT CODE (CC): N : NON-CONTINUOUS L : LONG-CONTINUOUS R: DEMANDABLE RECEPTACLES K: KITCHEN lYPE CNT. C. B. BUS C. B. TYPE CNT. VA LOAD CKT NO. A 1 2160 B C LOAD DESCRIPTION TENNIS COURTS CC M R L TR P AB C,-T~R'-+-'P-+L"-+'R-'-+'M"+C=C+--~L=OA=D~D=E=SC=R=IP=TIO=N~--+~A-+~B~-=C--,e-= L 4 30 2 X r2c-'Oc+-1c+--+-+-,--1 t-c-'-N +lccRRCCIG,'-A~TI'='ON:'=-------t---=5~00'--+~~ NO. ~ 5 2160 1 D8D TENNIS COURTS L -X 20 1 1 L TIME CLOCK 50 L 2 30 2 xr2="oc-t-1c+--+-+'---1 +--"-N+c""o"'NT"'Ae;cT="o'="R'--------1 7 108D -------------L ------X 30 2 L NIGHT LIGHT 85 I ~191 1080 TENNIS COURTS LL 1080 --X 20 1 1 N IRRIGATION 2 30 2 X L -------------I 85 13 2160 till[l. _ _J~TE~N~Nl~S~C~OU~R~TS~======:jbLtt:t::t~4 ~30~2~X 20 1 SPARE I 15 2160 -L X 100 2 SPARE FUTURE RESTROOM l 17 SPACE X~~~:::t:::t:::t=t~~~~~~===1-~' - 19 r.S~PA~C~E--------+-+-+-+-+--+-,x r2c-'Oc-t-c+-'-+-+-+;;+=~~=~~~---+~1~73~+1 2231 I SPACE X 20 I 1 1 L DOG WALK LIGHT i $ 1 1 N BAmNG CAGE $ SPACE xr2~0-+'--+--+-+-'--+"cc+cc=~~---,....-----< 1 1 N BAmNG CAGE $ 25 SPACE I X SPACE e-..n SPACE I 29 SPACE X SPACE 31 SPACE 33 SPACE 35 SPACE 37 SPACE ~ SPACE 41 SPACE 5400 5400 2160 PHASE TOTALS 6158 6035 2860 Total Phase A:>----------~-'-'=-< Total Phase 8:f----------::= Total Phase C:>----------~= * -ROUTE THROUGH EXISTING TIMECLOCK. $ -DENOTES NEW LOAD ON EXISTING CIRCUIT BREAKER. ALL OTHER CIRCUIT BREAKERS AND LOADS ARE EXISTING. # -PROVIDE 2 HOUR MANUAL CONTROLLER AND TIME CLOCK CONTROL 8/7/07 10:15 AM • X X X X X SPACE SPACE I s-cE I X SPACE SPACE I SPACE I X SPACE PHASE TOTALS 758 I 635 CONNECTED VA CODE N: CONNECTED VA CODE L: CONNECTED VA CODE R: CONNECTED VA CODE K: TOTAL CONNECTED KVA: DEMAND <>lk TOTAL ADJUSTED KVA: TOTAL PANEL AMPS: AMPS W/LCL: ,.......1 4 20 . 6 ,___§ 10 180 12 .__11 16 18 ~ 22 500 24 .,...1§ 28 30 ~ 34 36 ~ 40 42 700 1700 13353 0 0 15.1 0.0 15.1 51.4 63.2 l ' EXISTING ELECTRICAL SERVICE SWITCHBOARD 'MSA' 400 AMP 120/208 3¢ 4W SERVICE NEMA 4 CONSTRUCTION ~ r _65,000 A.I.C. MINIMUM RATING 1 _____ 7 ___ -__ 7 I I ,-,7 ----71 I I r------7 I I I I I _71/ I I I I I CT'S ,+--l-1 /I I I I I <( /M~\ I I I I / I I I KEY NOTES G) EXISTING ELECTRICAL SERVICE 120/208V 3¢ 4W. @ EXISTING TIME CLOCK ABOVE PANEL 'A'. @ DASHED SYMBOLS INDICATE EXISTING EQUIPMENT, TYPICAL. @ NEW DOG WALK LIGHT. @ NEW BATTING CAGES. @ EXISTING RELOCATED IRRIGATION CONTROLLER I I <(7. /II I I / I I I I I I ~ I I I I // I I I .---(3) I I I I I I I/ I I~ ~ I I L,__.(" ~ I I I / EXISTING I I I I EXISTING 400/3P I I J, Pft:N~L I I I SERIES RATED I I / I A I I I 65,000 A.I.C. I k L__ __J I I MINIMUM RATING I I T I I I I ', I I I I I , I I I I I , I I I . I I . '-, I I I I I { I I I I I, I I I I I '-I I I I I '-, I I I I I , I c = r = = = J.q: +'L =----_ 1. _ 1-_ -__ 1_ -~ -"-_ L I -----------~-----~ I I I I I I I ~ I ,J L, I Ht ___ J I I I I I I I I I ..1.. ~ I I I I I I I I I I I 4 EXISTING (MSA-1 ): EXISTING 2 1 /2" C. WITH NEW CONDUCTORS (MSA-1M) 2#10 & 1610 GND (MSA-1N) 3#10 & 1610 GND (MSA-1 K) SPACE FOR FUTURE CONDUCTORS EXISTING 2 1 /2" C. WITH EXISTING (MSA 10) 2#10 & 1#10 GND (MSA-1 H) 1" C.O. FOR FUTURE USE EXISTING 2 1 /2" C. WITH EXISTING (MSA-1J) 3#1/0 & 1#6 GND EXISTING 3/4" C. (MSA-1A) WITH NEW 3#10 & 1#10 GND l. I 7... _____ -,.--7 - -PB-1A ,-------A-+-1 J I PB-1 I . L r---b:,----{':i A-20 T L --:J \ A-22,24 MSA-1N MSA-1M I I I (1) 3/4" C. 2#10 & 1#10 GND (1) 3/4" C. 3#10 & 1#10 GND (MSA-1D) 3/4" C. 2#10 & 1#10 GND I EXISTING (MSA-1B): ~ (MSA-1 E) 1" C.O. FOR FUTURE USE I EXISTING (MSA-1 C): (MSA-1 H) 1" C.O. FOR FUTURE USE (MSA-1D) 3/4"_C. 2#10 & 1#10 GND (MSA-1J) 2" C. 3#1/0 & 1#6 GND I (MSA-1K) 2" C.O. FOR FUTURE USE I (MSA-1 E) 1" C.O. FOR FUTURE USE (MSA-1 H) (MSA-1J) (MSA-1 K) (MSA-1H) (MSA-1J) (MSA-1 K) EXISTING (MSA-1 D): I 3/4" C. 2#10 & 1#10 GND I I ,,. ~ lj_7 , ,.-->-'J,,/" • -IPB-21---------!----[!'B-2AJ-_ ,_, ----:] EXISTING (MSA-1 F): ~ _r --~ ----:=J t 1" C.O. FOR FUTURE USE T ~ EXISTING (MSA-1E) 2" C. 3#1/0 & 1#6 GND I -EXISTING (MSA-1L) 1" C.0. FOR FUTURE USE 2" C.O. FOR FUTURE USE 1" C.O. FOR FUTURE USE I I . ~EXISTING (MSA-1H) 1 .L 7 1" C.O. FOR FUTURE USE I PB-3 f-- - - - - --:] L ..J EXISTING (MSA-1G): ~T 1" C.O. FOR FUTURE USE I 2" C. 3#1/0 & 1 #6 GND 2" C.O. FOR FUTURE USE I EXISTING (MSA-1 J) 2" C. 3#1/0 & 1#6 GND .--------7 ,.17 I PB-41--- L ..J EXISTING 2" c.o. (MSA, 1 K) --............_ T h EXISTING I / EXISTING 3/4"C.-1#4CU GND. -------I I RESTROOM I µ TRAILER L L ________ ___.J FOR FUTUR"(.USE ~ I I L..!.J ELECTRICAL SERVICE SWITCHBOARD 'MSA' SINGLE LINE DIAGRAM ,-... 0 " ,-... ~ a:, 0 0, ;:: ,:J 0 w I " ... 0 0 a:, ,C 0 0 <I) (D -~ 0 a. ;:: <I) z C-3806 i t"'"---------------------------.~===========:::::-,----------===-=.;:.;::.~===--,---:::::;:::;::::----r,;;,;-;;;c;;;;,;;:------,-,---,----L---------------------,,.;:=::777-;:-::=-::-::::=::--.---------------------------10.. '"" ✓ -·-RE\o1EWED: APPROVAL RECOMMENDED: " Ar~~''°¼, MARINERS PARK IMPROVEMENTS ~ 1/&o/'°"'"' 0 011~tt· ,. SYMBOLS, NOTES,l PANELS { 1! E:;'05";t~,;,~ GARY PETRAK, E 17252 . FRANK T. TRAN, RCE 62845 SINGLE LINE DIAGRAM ~ sant~7~~/0~} ~f7'bs~i~~: ,;»Jt ELECTRICAL ENGINEER ASSOCIATE CML ENGINEER ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE ? Teleph~~: %~~) ~~~~~~~~ ~~~lJ!n..~C. cr~~~~_pll t-D:,E,-::Sc:,IG.,,NE=D_, __ G'-LP--f":D'."'."R=AWN,--: ___ G"'"LP-t---+-----l-----------------------loATE: _______ -----c-,-TY--0-F--_N_E_W_P_O_R_T_B_E_A_C_H---......... -_-_P==-=5=2=0==6=-=s==:i GLP H 324.0001 ~>":~-~-0},,/f.lii ,.._,.'° 8-07-07 CHECKED: GLP DA~';02/2007 NO. 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I'--.t -.t "II:,, oN ~~ ", (!)Ol ~~ -<( "' "' "' (I] t) ..._,,-..J O ID X W ~ CC 0 0 "- -C .c "' <( Q. r--~ -□ ,!! -C 0 CJ) [Eb ·..\J... I;;::; I I I I SECTION 16000 -BASIC ELECTRICAL REQUIREMENTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF CONTIRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DMSION-1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION. 1.2 SCOPE: A. PROVIDE ALL ELECTRICAL WORK FOR A COMPLETE AND OPERABLE SYSTEM AS SHOWN ON THE DRAWINGS AND AS SPECIFIED IN THIS SECTION, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1. SITE INVESTIGATIONS PRIOR TO BIDDING TO ESTABLISH EXISTING CONDITIONS. 2. SWITCHBOARDS, PANELBOARDS AND FEEDERS FOR POWER AND LIGHTING AS SHOWN ON THE DRAWINGS. 3. UNDERGROUND DUCT SYSTEM. 4. COt.4PLETE GROUNDING SYSTEM AS REQUIRED. 5. PROVISIONS FOR CABLE TELEVISION SYSTEM. 6. CUTTING AND PATCHING AND SEALING OF PENETIRATIONS. 7. FLASHING OF CONDUITS AT ROOF PENETIRATIONS. 8. EXCAVATION, BACKFILL AND CONCRETE WORK REQUIRED TO COMPLETE ITEMS OF THIS SECTION. 9. PROVIDE MATERIALS AND LABOR FOR ELECTRICAL WORK AS SPECIFIED IN OTHER SECTIONS. 10. RECORD DRAWINGS. 11. TEST OF ALL ELECTRICALLY OPERATED EQUIPMENT. 12. GUARANTEE. 13. PAINTING OF EXPOSED CONDUIT OR EQUIPMENT. 14. EXCAVATION, GRADING AND BACKFILL. 15, CUTTING AND PATCHING. 1.3 QUALITY ASSURANCE A. IN ADDITION TO THE REQUIREMENTS OF ALL GOVERNING CODES, ORDINANCES AND AGENCIES, CONFORM TO THE REQUIREMENTS OF THE FOLLOWING CODES AND . STANDARDS: 1. REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, LATEST ADOPTED EDITION. 2. REQUIREMENTS OF STATE FIRE MARSHAL. STATE AND MUNICIPAL BUILDING AND ELECTRICAL SAFETY ORDINANCES. . . 3. ALL PRODUCTS IN THIS WORK SHALL BE UL LABELED AND SHALL CONFORM TO ALL REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS FOR ELECTRICAL WIRING APPARATUS. 4. REQUIREMENTS OF ALL OTHER AUTHORITIES HAVING JURISDICTION. 1.4 JOB CONDITIONS A. DRAWINGS: 1. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE LOCATIONS OF THE COMPONENTS OF THE WORK, AND FURTHER INDICATE THE REQUIRED SIZE AND POINTS OF TERMINATION OF THE CONDUIT, NUMBER AND SIZE OF WIRES. PROVIDE ALL CONDUIT, WIRE AND NECESSARY CONNECTIONS FOR THE COMPLETE ELECTRICAL SERVICE, COORDINATING CONDUIT RUNS WITH BUILDING STRUCTURE, AND ALL WORK OF OTHER TRADES. 2. UNLESS OTHERWISE APPROVED BY THE ARCHITECT, THE FOLLOWING CONDITIONS SHALL BE ADHERED TO: A. GROUP OUTLETS AND WIRING DEVICES WITHIN CLOSE PROXIMITY HORIZONTALLY OR VERTICALLY FOR A UNIFORM AND NEAT APPEARANCE. 8. ALL EQUIPMENT AND MATERIAL LOCATED OUTDOORS OR IN HAZARDOUS OR OTHER SPECIAL AREAS SHALL BE UL LABELED FOR THE CONDITIONS TO BE ENCOUNTERED. 1.5 PERMITS, FEES AND INSPECTIONS A. OBTAIN AND PAY FOR ALL PERMITS AND LICENSES REQUIRED FOR THE ELECTRICAL WORK, AND ARRANGE AND SCHEDULE ALL REQUIRED INSPECTIONS. OBTAIN PERMITS PRIOR TO COMMENCING ANY WORK. B. PAY ALL FEES OR CHARGES LEVIED BY THE UTILITY COMPANY OR CITY FOR PERMANENT AND TEMPORARY SERVICES TO THE PROJECT, AND ANY OTHER IMPOSED FEES. 1.6 COORDINATION A. DO ALL COORDINATION WORK WITH SERVING UTILITY COMPANIES AND CITY DEPARTMENTS INSURING PROPER LOCATIONS FOR CONDUITS, CONDUCTORS, PULL BOX AND SERVICE ENTRANCE REQUIREMENTS, TIRANSFORMER PADS, SUBSTRUCTURES AND OTHER REQUIREMENTS FOR A COMPLETE INSTALLATION. B. VERIFY AND COORDINATE ALL SIZES OF EQUIPMENT TO BE INSTALLED WITHIN ROOMS WITH THE MANUFACTURER OF EQUIPMENT, INSURING ADEQUATE CLEARANCES, VENTILATION AND ACCESS. C. COORDINATE WORK OF MECHANICAL TIRADES FOR WORK REQUIRED AS A PART OF THIS SECTION, AND VERIFY QUANTITY, SIZES AND LOCATION OF AILL WORK. D. COORDINATE THE WORK OF ALL OTHER TRADES, VERIFYING ALL REQUIRED CLEARANCES, PROPER SLEEVES, SUPPORTS, DOOR SWINGS AND OTHER ITEMS AFFECTING THIS WORK. DETERMINE IN ADVANCE THE METHODS OF INSTALLING AND CONNECTING ALL EQUIPMENT, OUTILETS AND OTHER ITEMS. E. INCLUDE ALLOWANCES FOR SITE CONDITIONS AND CML. ARCHITECTURAL AND OTHER DRAWINGS. 1.7 SUBMITTALS A. EQUIPMENT ORDER LIST: 1. WITHIN TWENTY (20) DAYS AFTER AWARD OF CONTIRACT, DELIVER TO THE ARCHITECT SIX (6) COPIES OF A COMPLETE LIST OF EQUIPMENT AND MATERIALS ORDERED GMNG DESCRIPTION, PLATE NUMBERS, DATE OF ORDERS AND REQUESTED DELIVERY DATES. ARRANGE DELIVERY OF PROPER QUANTITIES SO THAT THE PROGRESS OF THE WORK WILL NOT BE DELAYED. 8. MATERIAL UST: 1. SUBMIT COMPLETE MATERIAL LIST FOR ALL PRODUC1S TO BE USED IN THIS WORK. C. RECORD DRAWINGS: 1. MARK AND DIMENSION ACTUAL ROUTINGS Of ALL UNDERGROUND CONDUITS INSTALLED EXTERIOR TO BUILDINGS AND ALL FEEDERS UNDER BUILDING SLABS. DIMENSION THE TERMINAL LOCATION AND SHOW ITS DEPTH BELOW FINISHED GRADE FOR EACH UNDERGROUND STUB-OUT. 1.8 GUARANTEE A. ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED UNDER THIS SECTION OF THE SPECIFICATIONS SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE Of THE BUILDNG AGAINST DEFECTIVE MATERIAL, DESIGN AND W6RKMANSHIP. UPON RECEIPT OF NOTICE FROM THE OWNER OF THE FAILURE Of ANY PART OF THE WORK DURING THE GUARANTEE PERIOD, THE AFFECTED WORK SHALL BE REPLACED PROMPTLY WITH NEW WORK BY AND AT THE EXPENSE OF THE CONTRACTOR AND AT NO COST TO THE OWNER. PART 2 -PRODUCTS 2.1 MATERIALS A. EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE, PROVIDE ONLY NEW MATERIALS HAVING ALL LEGALLY REQUIRED APPROVALS AND/OR LABELS. 8. PROVIDE MATERIALS COMPLYING WITH THE STANDARDS OF NATIONALLY RECOGNIZED ORGANIZATIONS (SUCH AS ANSI, NEMA AND UL). 2.2 PANELBOARDS A. CIRCUIT BREAKERS: 1. MOLDED CASE, THERMAL MAGNETIC, AUTOMATIC TRIP, BOLTED TYPE. COMMON TRIP FOR MULTIPOLE TYPES. 2. VOLTAGE RATING AS REQUIRED FOR THE APPLICATION. SERIES RATED NEMA INTERRUPTING CAPACITY OF MINIMUM 42,000 RMS SYMMETRICAL AMPERES. 3. ALL CIRCUIT BREAKERS WHICH ARE LOCATED OUTSIDE Of AIR CONDmONED SPACES SHALL BE AMBIENT COMPENSATED. USE "HACR" CIRCUIT BREAKERS FOR AIR CONDITIONING LOADS. USE •swo• CIRCUIT BREAKERS FOR LIGHTING CIRCUITS CONTROLLED FROM PANELS. 4. MAIN BREAKER SHALL BE PADLOCKABLE IN THE "OFF" POSITION. ALL BRANCH BREAKERS SHALL BE ABLE TO ACCOMMODATE LOCKOUT CUPS. PROVIDE CUP TO LOCK BREAKERS SERVING MOTORS, REFRIGERATORS, CONTROLS FOR MECHANICAL SYSTEMS. CIRCUIT BREAKERS CONTROLLING FLUORESCENT FIXTURES (WHICH ARE NOT LOCALLY CONTROLLED) SHALL BE CAPABLE OF BEING LOCKED IN THE "OFF" OR "ON" POSITION. 5. ARRANGE ALL BREAKERS TO CORRESPOND EXACTLY WITH THE SCHEDULES. 6. WHERE INDICATED, PROVIDE MAIN BREAKER, AUTOMATIC TYPE UNLESS NON-AUTOMATIC INDICATED IN PANELS. B. CIRCUIT IDENTIFICATION: 1. CIRCUIT NUMBER ON BLACK-ON-WHITE LAMINATED PLASTIC TABS OR OTHER PERMANENT TYPE NOT READILY CHANGED FROM THE FRONT. 2. UNDER THE PANEL DESIGNATION (IN 1/4 IN. HIGH LETTERS), INDICATE ·IN 1/8 IN. HIGH LETTERS THE VOLTAGE AND PHASE, AS: ·120/208 VOLT, 3 PHASE, 4 WIRE, 100A eus· 2.3 CONDUIT A. PLASTIC CONDUIT SHALL BE THICK WALL. HIGH IMPACT RIGID PVC ONLY EXCEPT FOR UTILITY SERVICES WHERE ABS PLASTIC IS ALLOWED BY THE UTILITY COMPANY AND BY THE LEGAL AUTHORITIES. B. ELECTRICAL METAWC TUBING (EMT) SHALL BE GALVANIZED. ALL COUPLINGS AND CONNECTORS SHALL BE WATERTIGHT COMPRESSION TYPE. C. METAL-CLAD CABLE: TYPE MC CABLE SHALL BE CORRUGATED TUBE, TYPE CS. MC CABLE SHALL INCLUDE A FULL SIZE GROUND CONDUCTOR AND ANTI-SHORT BUSHINGS AT EACH TERMINATION POINT. D. FLEXIBLE CONDUIT SHALL BE HOT DIPPED GALVANIZED STEEL. E. CONNECTIONS FOR FLEXIBLE STEEL CONDUIT SHALL BE SCREW IN TYPE (JAKE) AS MANUFACTURED BY DURO FITTING COMPANY, OR APPROVED EQUAL 2.4 CONDUCTORS A. PROVIDE NEW CONDUCTORS MANUFACTURED WITHIN ONE YEAR Of DATE OF DELIVERY TO JOB. DELIVER CONDUCTORS TO SITE IN THEIR ORIGINAL UNBROKEN PACKAGES OR ON THEIR ORIGINAL CABLE REELS. ALL CONDUCTOR PACKAGES AND CABLE REELS SHALL BE MARKED AND TAGGED PLAINLY WITH UL LABEL. SIZE, VOLTAGE RATING, INSULATION TYPE, TYPE OF STRANDING, MANUFACTURER'S NAME, TIRADE NAME AND MONTH AND YEAR WHEN MANUFACTURED. B. CONDUCTORS SHALL BE SOFT DRAWN, MINIMUM 98,: CONDUCTMTY STRANDED COPPER, TYPE THW, XHHW OR THWN/THHN, 600 VOLT, UNLESS OTHERWISE NOTED. POWER CONDUCTORS NO. 10 AWG AND SMALLER SHALL BE SOLID. C. ALUMINUM CONDUCTORS ARE NOT ACCEPTABLE. D. USE ONLY PLATED COPPER ALLOY CONNECTORS OR LUGS. ALUMINUM CONNECTORS OR LUGS ARE NOT ACCEPTABLE. THE FOLLOWING CONNECTORS ARE PROVIDED FOR COPPER CONDUCTORS: 1. FOR WIRE NO. 10 AWG AND SMALLER: 3M "SCOTCHLOC", IDEAL "SUPERNUT", BUCHANAN "B3". 2. FOR WIRE NO. 8 AWG AND LARGER: BURNDY "VERSITAPS" AND HEAVY DUTY CONNECTORS, O.Z. SOLDERLESS CONNECTORS OR THE EQUIVALENT BY BUCHANAN, KEARNEY OR PENN-UNION. PART 3 -EXECUTION 3.1 STORAGE A. ALL MATERIALS AND EQUIPMENT IN STORAGE AND DURING CONSTRUCTION, SHALL BE COVERED IN SUCH A MANNER THAT NO FINISH SURFACE WILL BE DAMAGED OR MARRED, AND ALL MOVING PARTS SHALL BE KEPT PERFECTLY CLEAN AND DRY. 3.2 EXCAVATIONS A. TRENCHES FOR UNDERGROUND CONDUIT EXTERIOR TO BUILDING SHALL PROVIDE A MINIMUM EARTH COVER Of 24 INCHES FOR CONDUITS UNLESS NOTED OTHERWISE. CONDUITS FOR LANDSCAPE AND PARKING LOT LIGHTING MAY BE MINIMUM 18 INCHES BELOW FINISHED GRADE UNLESS NOTED OTHERWISE. 3.3 CONCRETE A. PROVIDE MISCELLANEOUS CONCRETE REQUIREMENTS FOR ELECTRICAL WORK, EXCEPT STRUCTURAL CONCRETE WHICH IS AN INTEGRAL PART OF THE BUILDING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION "CAST-IN-PLACE CONCRETE". TYPE V TO BE USED FOR ALL CONCRETE ENCASEMENT. 8. PROVIDE CONCRETE PADS (MINIMUM 4 IN. HIGH) FOR ALL FLOOR MOUNTED EQUIPMENT INSTALLED OUTDOORS, IN MECHANICAL EQUIPMEN1 ROOMS AND IN AREAS SUSCEPTIBLE TO BEING WET OR HOSED DOWN. C. WHERE A UTILITY METER IS HOUSED IN A SWITCHBOARD, PAD SHALL EXTEND 3' -o• FROM FACE OF SWITCHBOARD DOOR OR BOARD, WHICHEVER IS GREATER. 3.4 A. B. C. D. 3.5 A. 3.6 A. B. C. D. E. f. G. H. I. J. K. L. M. N. 0. P. Q. R. s. T. u. V. w. X. Y. 3.7 A. 8. c. D. E. F. G. H. I. J. 3.8 A. 8. C. 3.9 A. 8. C. D. E. F. 3.10 A. 8. C. D. E. SLEEVES PROVIDE SLEEVES OF SUFFICIENT SIZE TO PERMIT READY INSTALLATION OF EACH CONDUIT WHICH PASSES THROUGH CONCRETE WALLS OR SUSPENDED SLABS. SLEEVES IN CONCRETE BEAMS, JOISTS, COLUMNS OR FOOTING WALLS MAY BE INSTALLED ONLY WHERE PERMITTED BY THE STRUCTURAL ENGINEER. FOR CONDUIT THAT PASSES THROUGH SUSPENDED CONCRETE SLABS, PLACE SLEEVES WITH THE TOP 1 INCH ABOVE FINISHED SLAB AND THE BOTTOM FLUSH WITH UNDERSIDE OF SLAB. IN ALL OTHER CASES, PLACE SLEEVES WITH THE ENDS FLUSH WITH CONCRETE SURFACES. SPACE SLEEVES AT LEAST THREE DIAMETERS APART ON CENTER OR MORE If REQUIRED BY THE ARCHITECT. WHERE CONOUITS PASS THROUGH FIRE RESISTIVE WALLS, CEILINGS OR FLOORS, THEY SHALL BE PACKED WITH FIRE RESISTANT COMPOUND OR CONCRETE. PROVIDE SLEEVES OF GALVANIZED SHEET STEEL AND OF PROPER GAUGE TO RETAIN THEIR SHAPE DURING FORMING AND CONCRETE OPERATIONS. WHERE A CONDUIT PASSES THROUGH AN EXTERIOR SURFACE, SEAL THE SPACE BETWEEN THE CONDUIT AND ITS SLEEVE WITH AN APPROVED WATERTIGHT COMPOUND. ROOF STUBS AT BUILT-UP ROOFING, PROVIDE PITCH POCKETS AT ALL ROOF STUBS. FOR OTHER TYPE ROOFS, PROVIDE A GALVANIZED IRON ROOF JACK OF THE PROPER SIZE FOR EACH CONDUIT THAT STUBS-UP THROUGH A ROOF. FLASH AND COUNTER FLASH. COORDINATE THIS WORK WITH AFFECTED TRADES. INSTALL ROOF SEALS IN SUCH A MANNER AS NOT TO VOID ROOF GUARANTEES. CONDUIT UNLESS OTHERWISE INDICATED, PROVIDE CONDUITS Of TYPE PERMITTED OR REQUIRED, FOR ALL CONDUCTORS OR CABLES OF ALL SYSTEMS AND VOLTAGES. CONDUITS SHALL NOT CONTAIN MORE THAN NINE (9) CONDUCTORS UNLESS INDICATED EXCEPT FOR SIGNAL, REMOTE CONTROL OR COMMUNICATIONS SYSTEMS. ALL CONDUIT SHALL BE CONCEALED UNLESS OTHERWISE INDICATED OR REQUIREO. UNLESS OTHERWISE INDICATED, PLASTIC CONDUIT SHALL BE USED BELOW CONCRETE SLABS ON GRADE OR BELOW EXTERIOR GRADE Of BUILDING WITH MINIMUM 24 INCHES OF COVER. PULL GROUND CONDUCTOR THROUGH ALL PVC CONDUITS AS REQUIRED BY CODE. UNLESS OTHERWISE INDICATED, USE ELECTRICAL METALLIC TUBING (EMT) AS FOLLOWS: ABOVE GRADE IN DRY LOCATIONS, IN ACCESSIBLE CEILINGS, AND WHERE NOT SUBJECT TO MECHANICAL INJURY OR OTHERWISE PROHIBITED. CONCRETE OR MASONRY IN CONTACT WITH EARTH ARE NOT CONSIDERED DRY LOCATIONS. METAL-CLAD CABLE MAY BE USED WHERE CONCEALED FOR BRANCH CIRCUITING OF LIGHTING AND CONVENIENCE RECEPTACLES (IT IS NOT PERMITTED EXPOSED). FLEXIBLE STEEL CONDUIT SHALL BE USED ONLY: 1. WHERE INDICATED, SIX FOOT MAXIMUM LENGTH PLUS GREEN GROUND WIRE. 2. FOR FINAL CONNECTIONS TO MOTORS, VIBRATING EQUIPMENT OR WHERE REQUIRED FOR EQUIPMENT SERVICING. 3. FOR CONNECTIONS TO RECESSED LIGHTING FIXTURES FROM NEARBY ACCESSIBLE JUNCTION BOXES. 4. FOR CONCEALED RUNS IN STUD WALLS, IN INACCESSIBLE CEILINGS AND IN DRY LOCATIONS WHERE STRUCTURAL CONDITIONS PREVENT THE USE Of OTHER TYPES OF CONDUIT OR WHERE EXCESSIVE CUTTING OR NOTCHING OF WOOD MEMBERS WOULD OTHERWISE BE REQUIRED. SIZE ALL CONDUIT AS REQUIRED, OR LARGER WHERE INDICATED OR PREFERRED. WHERE PORTIONS Of A CONDUIT RUN ARE INCREASED IN SIZE FOR WHATEVER REASON, MAKE ALL REMAINING PORTIONS IN THAT RUN THE SAME SIZE AND INCREASE JUNCTION BOX SIZES OR FITTINGS AS REQUIRED. SEAL ENDS OF ALL CONDUIT WITH APPROVED MANUFACTURED CONDUIT SEALS, CAPS OR PLUGS IMMEDIATELY AFTER INSTALLATION. KEEP ENDS SEALED UNTIL IMMEDIATELY PRIOR TO PUWNG CONDUCTORS. WHERE CONDUIT IS UNDERGROUND, UNDER SLAB OR GRADE, EXPOSED TO THE WEATHER OR IN WET LOCATIONS, MAKE JOINTS LIQUIDTIGHT AND GASTIGHT. END OF UNDERGROUND FEEDER CONDUITS SHALL BE SEALED AFTER THE CABLE IS INSTALLED TO PREVENT BREATHING AND CONDENSATION. KEEP BENDS AND OFFSETS IN CONDUIT RUNS TO AN ABSOLUTE MINIMUM. FOR THE SERVING UTILITIES, MAKE LARGE-RADIUS BENDS TO MEET THEIR REQUIREMENTS. REPLACE ALL DEFORMED, FLATTENED OR KINKED CONDUIT. SUPPORT CONDUIT AT LEGAL INTERVALS. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PREVENT SAGGING OR AS DIRECTED. PERFORATED STRAP OR PLUMBERS TAPE IS NOT ACCEPTABLE FOR CONDUIT SUPPORT. HANG SUPPORTS FROM STRUCTURAL MEMBERS OR APPROVED CONCRETE HANGERS. WHERE CONDUIT MAY BE AFFECTED BY DISSIMILAR MOVEMENTS OF THE SUPPORTING STRUCTURES OR MEDIUM, PROVIDE SUITABLE FLEXIBLE OR EXPANSION DEVICES. ROUTE CONDUIT TO AVOID DRAINS OR OTHER GRAVITY LINES. WHERE CONFLICTS OCCUR, RELOCATE CONDUIT AS REQUIRED. RUN ALL CONDUIT PARALLEL WITH OR AT RIGHT ANGLES TO STRUCTURAL MEMBERS, WALLS OR LINES OF THE BUILDING. ROUTE ALL EXPOSED CONDUIT TO PRESERVE HEADROOM, ACCESS AND WORK SPACE. DO NOT RUN CONDUIT IN CONCRETE MEMBERS OR SUSPENDED SLABS UNLESS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. • ALL RIGID CONDUIT STUBS-UP IN CONCRETE FLOORS SHALL HAVE COUPLINGS FLUSH WITH FINISHED FLOOR UNLESS NOTED OTHERWISE. PROVIDE A POLYPROPYLENE ROPE RATED 700 POUNDS TENSILE STRENGTH IN EACH CONDUIT (MORE THAN 10 FEET IN LENGTH) LEFT EMPTY FOR FUTURE USE. EXTEND UNDERGROUND CONDUIT WHICH IS STUBBED OUT FOR FUTURE USE, A MINIMUM OF FIVE FEET CLEAR BEYOND BUILDING FOUNDATIONS, CONCRETE WALKS, PAVING, OTHER UTILITIES AND THE LIKE. KEEP UNDERGROUND CONDUIT A MINIMUM OF 10 FEET CLEAR OF THE LOCATIONS OF FUTURE BUILDINGS WHERE SUCH ARE INDICATED. INSTALL WITNESS STAKES AT ALL CONDUIT ENDS. TERMINATE ABOVE-GRADE STUBS WITH PLUGGED COUPLINGS SET FLUSH WITH BUILDING EXTERIOR. AT COt.4PLETION OF UNDERGROUND CONDUIT INSTALLATION, PULL A FLEXIBLE MANDREL (12 INCHES LONG BY A DIAMETER 1/4 IN. LESS THAN THE INSIDE DIAMETER Of THE CONDUIT) THROUGH EACH CONDUIT, FOLLOWED BY A STIFF-BRISTLE BRUSH. CAP CONDUITS AT BOTH ENDS. ALL UNDERGROUND METALLIC CONDUITS SHALL BE HALF-LAP WRAPPED WITH 3M "SCOTCHRAP" PVC TAPE. CONDUITS SHALL NOT BE RUN THROUGH STRUCTURAL MEMBERS EXCEPT AS SPECIFICALLY DIRECTED IN WRITING BY THE STRUCTURAL ENGINEER. CONDUITS ABOVE FUTURE SUSPENDED CEILINGS SHALL BE INSTALLED AS HIGH AS POSSIBLE AGAINST THE STRUCTURE ABOVE. SLOPE UNDERGROUND DUCTS TO HANDHOLES OR PULL BOXES (3 IN. PER 100 LINEAR FEET) OR WHERE IMPRACTICAL, PROVIDE A DUCT DRAIN IN THE LOW POINT OF THE RUN. THE FINISHED GRADE ELEVATION AT THE TOP OF UNDERGROUND PULL BOXES SHALL BE LOWER THAN THE ELEVATION OF THE FINISHED FLOOR AT THE POINT Of STUB-UP WITHIN THE BUILDING. CONDUCTORS STORE CONDUCTORS OUT OF THE WEATHER AND WHERE NOT SUBJECT TO DAMAGE OR DELETERIOUS CONDITIONS. BEFORE INSTALLING CONDUCTORS, REMOVE DEBRIS AND MOISTURE FROM CONDUIT AND EQUIPMENT ENCLOSURES. WHERE NECESSARY USE LINSEED SOAP, MINERALLAC OR OTHER SPECIFICALLY APPROVED WIRE PUWNG COMPOUND TO FACILITATE THE INSTALLATION OF CONDUCTORS. DO NOT USE OIL. GREASE OR SIMILAR SUBSTANCES. COLOR CODE BRANCH CIRCUITS AS REQUIRED. CONNECT CONTROL WIRING AS INDICATED AND IN ACCORDANCE WITH WIRING DIAGRAMS FURNISHED BY EQUIPMENT MANUFACTURERS. COLOR CODE AND TAG ALL CONTROL WIRING. MAKE JOINTS, SPLICES, TAPS AND CONNECTIONS FOR 600 VOLT CONDUCTORS WITH SOLDERLESS CONNECTORS. RE-TIGHTEN BOLT TYPE CONNECTORS 24 TO 48 HOURS AFTER INSTALLATION AND BEFORE TAPING. CONNECTORS AND TERMINAL LUGS FOR STRANDED CONDUCTORS #6 AND LARGER SHALL BE T & B OR EQUAL. SOLDERLESS CONNECTORS. NO SPLICES OF FEEDER CONDUCTO!iS SHALL BE MADE IN PANELS OR SWITCHBOARDS. MAKE ALL CONNECTIONS AND SPLICES NECESSARY TO PROPERLY INSTALL AND COMPLETE THE WORK, AND ALL SPLICIES SHALL BE TAPED. ALL CONNECTIONS AND SPLICES SHALL BE ELECTRICALLY AND MECHANICALLY PERFECT, AND IN STRICT ACCORDANCE WITH ALL COOE REQUIREMENTS. USE 3M SCOTCH "NO. 33 PLUS" TAPE, OR EQUAL. CONNECTIONS MADE WITH NON-INSULATED TYPE CONNECTORS SHALL BE TAPED WITH RUBBER-TAPE 1-1/2 TIMES THE THICKNESS OF THE CONDUCTORS INSULATION. THEN COVERED WITH 3M SCOTCH "NO. 33 PLUS" TAPE, OR EQUAL. NEATLY ARRANGE AND LACE CONDUCTORS IN SWITCHBOARDS, PANELBOARDS, GUTTERS AND TERMINAL CABINETS BY MEANS OF NYLON T &: B "TY-RAP" TIES. NAMEPLATES PROVIDE A NAMEPLATE FOR EACH SWITCHBOARD, PANELBOARD, TERMINAL CABINET, BACKBOARD, INDIVIDUALLY MOUNTED CIRCUIT BREAKER OR MOTOR CONTROL. SAFETY SWITCH, PULL BOX, CONTROL PANEL. RELAY AND FOR ANY OTHER CONTROL DEVICE OR MAJOR ITEM OF ELECTRICAL EQUIPMENT. PROVIDE BLACK-ON-WHITE LAMINATED, PLASTIC MICARTA NAMEPLATE ENGRAVED IN MINIMUM 1/4 IN. HIGH LETTERS TO CORRESPOND WITH THE DESIGNATION ON DRAWINGS. PROVIDE OTHER OR ADDITIONAL INFORMATION ON NAMEPLATES WHERE INDICATED. ATTACH NAMEPLATES TO EQUIPMENT WITH RIVETS, BOLTS, SHEET METAL SCREWS OR INSTALL IN METAL HOLDERS WELDED TO THE EQUIPMENT. GROUNDING GROUND THE NEUTRAL OF EACH ISOLATED ELECTRICAL SYSTEM HAVING A NEUTRAL CONDUCTOR WITH A SYSTEM GROUND CONNECTION SIZED AS REQUIRED. FOR THE SYSTEM GROUND CONNECTION, PROVIDE A GREEN COLOR INSULATED COPPER CONDUCTOR IN A RIGID STEEL CONDUIT TO THE GROUND ELECTRODE. CONNECT THE CONDUIT AND CONDUCTOR TO THE ELECTRODE WITH A MALLEABLE IRON CONDUIT HUB AND A 2-BOLT GROUND CLAMP. WHERE THE COLD WATER PIPING SYSTEM IS UNSUITABLE FOR USE AS A GROUNDING ELECTRODE AND WHERE LOCAL CODE PERMITS, PROVIDE COPPER-CLAD MULTIPLE-ROD ELECTRODES COMPLYING WITH ALL LEGAL REQUIREMENTS INCLUDING ROD SIZE, SPACING ACCESSIBILITY AND RESISTANCE TO GROUND. INSTALL 20 FOOT UFER SYSTEM GROUND AS REQUIRED BY LOCAL INSPECTION AUTHORITIES, PER NEC 250-81 (C). USE THE CONDUIT SYSTEM FOR EQUIPMENT AND ENCLOSURE GROUNDING. WHERE NON-METALLIC CONDUITS ARE USED, PROVIDE A GREEN COLOR INSULATED GROUND CONDUCTOR Of CODE SIZE WITHIN THE CONDUIT AND TERMINATE PROPERLY TO THE EQUIPMENT ENCLOSURE AT EACH END. (USE SEPARATE GROUND BUSBARS IN ALL PANEIBOARDS AND SWITCHBOARDS.) INCREASE CONDUIT, FITTINGS AND PULLBOX SIZES AS REQUIRED TO ACCOMMODATE THE ADDITIONAL CONDUCTOR. PROVIDE BONDING DEVICES, FITTINGS ,QR JUMPERS AT EXPANSION FITTINGS OR WHEREVER CONTINUITY OF GROUNDING IS NOT CERTAIN OR WHERE REQUIRED BY INSPECTING AUTHORITIES. SUPPORTS PROVIDE ALL NECESSARY FOUNDATIONS, SUPPORTS AND BACKING FOR ALL ENCLOSURES, CONDUITS EQUIPMENT, OUTLETS, DEVICES AND LIGHTING FIXTURES. ATTACH ALL BOXES, OUTLET BOXES, STRAPS, CABINETS AND EQUIPMENT TO WOOD WITH WOOD OR LAG SCREWS, TO METAL WITH MACHINE SCREWS OR BOLTS, AND TO CONCRETE WITH EXPANSION ANCHORS OR SELF-DRILLING METAL ANCHORS, AND WITH MACHINE SCREWS OR BOLTS. USE SIZE AND NUMBER Of ATTACHMENTS AS REQUIRED TO SUPPORT EQUIPMENT WEIGHT WITH A MINIMUM SAFETY FACTOR OF 4 TO 1. SECURE FLOOR MOUNTED EQUIPMENT TO FLOOR WITH MACHINE BOLTS AND ANCHORS. PROVIDE STRUCTURAL CONCRETE BASES FOR LIGHTING POLES PER STRUCTURAL ENGINEER'S AND MANUFACTURER'S RECOMMENDATIONS AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL VERIFY ALL MOUNTINGS AND INSTALLATIONS SHALL CONFORM TO CALIFORNIA SEISMIC REQUIREMENTS. 3.11 A. C. D. E. TESTING ALL WIRING AND CONNECTIONS SHALL BE TESTED FOR CONTINUITY, SHORTS AND IMPROPER GROUNDS IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. ALL RECEPTACLE OUTILETS SHALL BE TESTED FOR PROPER GROUNDING. ANY AND ALL REPAIRS RESULTING FROM THE TESTS OR PRELIMINARY OPERATION OF THE EQUIPMENT SHALL BE MADE BY THE CONTIRACTOR AT HIS EXPENSE. REQUIRED TESTS, IN ADDITION TO THOSE MENTIONED ABOVE, INCLUDE BUT ARE NOT LIMITED TO: 1. GROUND RESISTANCE TEST. 2. SERVICE AND FEEDER CONDUCTORS INSULATION RESISTANCE. 3. GROUND FAULT PROTECTION. 4. SUCH OTHER TESTS AS MAY BE REQUIRED BY THE ARCHITECT. WHEN THE WORK IS SUBSTANTIALLY COt.4PLETE, CONDUCT A SERVICE VOLTAGE TEST AS FOLLOWS: 1. MEASURE SERVICE VOLTAGE AT NO LOAD AND AT MAXIMUM LOAD AND SUBMIT RESULTS TO ARCHITECT. 2. IF IN THE OPINION Of THE ARCHITECT THE VOLTAGES AND REGULATIONS ARE NOT WITHIN ACCEPTABLE LIMITS, NOTIFY THE SERVING UTILITIES FOR PROPER ELECTRICAL SERVICE AND THEN VERIFY THAT SUCH HAS BEEN ACCOMPLISHED. AFTER THE SERVICE VOLTAGE TEST, AND AT A TIME SELECTED BY ARCHITECT, CONDUCT AN OPERATING TEST OF THE ELECTRICAL SYSTEM IN THE PRESENCE OF THE ARCHITECT. THE SYSTEM SHALL: 1. OPERATE IN ACCORDANCE WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2. BE FREE OF ELECTRICAL AND MECHANICAL DEFECTS. UPON COMPLETION Of THE WORK, THE CONTRACTOR SHALL MAKE ADDITIONAL TESTS AS NECESSARY TO SATISFY THE OWNER AND THE ARCHITECT OR HIS REPRESENTATIVE THAT THE TRUE INTENT AND MEANING Of THE DRAWINGS AND SPECIFICATIONS HAVE BEEN CARRIED OUT. CONTRACTOR SHALL PROVIDE ALL INSTRUMENTS AND LABOR NECESSARY TO MAKE SUCH TESTS. ANY WORK SHOWING FAULTS UNDER TEST, AND ANY WORK NOT IN ACCORDANCE WITH THE SPECIFICATIONS, SHALL BE MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE. SUCH TESTS MAY OCCUR AT ANYTIME DURING THE GUARANTEE PERIOD. FIXTURE SCHEDULE lYPE A DESCRIPTION SINGLE POLE MOUNTED LLIMINAIRE WITH DARK BRONZE FINISH, TYPE II OPTICS. 14' -6" AMERON CONCRETE POLE, PHOTOELECTRIC CELL GE LIGHTING SYSTEMS #P17M-150-S-DB TOTAL WATTS 173 LAMP QUAN H.P.$. _LUM-/NAIRE MlH PHOTO _ELEClRIC CEU. G.E~ TYPE P17M LUCAlOX M PAE-APPRO~ EOUAL 'ri'Pt ll DISTRIBUTION. i CAST -ALUMINUM TENON v.il'H 3"' DIA. T~ - I I---,POLE OIAME'JER I I V AMERON CONCRElE I POLE, M!X 3"1. G&V. STEB.. W~SHEJ>S AMERON CAT. NO. POLE HEIGHT 7-C2-13P 14•-s· ' LAMP WATTS 150 LAMP TYPE HPS GALV. srra NUT POL£ WG I • SPECIFY 16" BOLT CENTER . .... '(ANCHOR BOLT .... I I I I NOTES: 1. POI.£ HEIGHT AND WATTACES TO BE SHO~ ON PUNS. 2. 2•-e• DIA, CIRCULAR FOUNDATION MAY 8E U5_EO IN PLACE OF 2•-0• F'OtlND-AlJON. fNSTALL A.Nil-SEIZE COMPOUND TO l1-!READS LEVELING DETAIL I ~-AU. BA~ SHAU BE. POURED TO 4 .. BELOW SIOC.WALK GRADE. TO ALLOW fCR GROU.T. I I I 4. THE AREA AROUND ALL STANDARDS-SHALL BE FORMED ANO POUR£o WITH GROUT TO EXTEND 6" 0N EACH S10£ AND BACK OF STANOARD AHb FROM BACK OF CURB TO FRONT OF STANDARD. ~T SHALL BE POURED fROM TOP OF BASE TO SIDEWAU<. GR.AO£. GROUT SHAU CONSIST or 2 PARTS SAND AND I PAAT C£MENT. 5. EACH POLE SHA1..1. HAVE A PULL BOX. S£E SlD-20-4-L. • I I I 6; FUS£: HOU>ER IN-ADJACENT PULL eox. SEE SID-205-L 7. AU.. Tl-lREAOEO CONNECTIONS SHALL HA-I£ ANn-SEIZE -COMPOUND. I 8. SEE POL£ U:IJEUNG DETAIL ABOVE. I 9". FOR POLE \\\RING-, SEE CNS SID-205-L ! SET BACK PER PLAN·& ADA ft-t---1-~•~E~QIJ~IREM=:cEN'-'TS=-,_ I ij , v:.,-DOOR OPEN!NG I. 2·-0· .I so. .~ ~, -,-~-, FACES STREET ,.. t u.: , .·. ·'t:: r 1: •. _ :1 ·; •• . ' ' ! -.:' ... ,.:· -~ ~, \ ai ! ; ~ . .__J/4._ x 1s· • 4" _GALVANIZED ·!-· .. • ·:_; ANCHOR BOt.T IMTI-1 PALYANIZED • < .:, • NUT AND (2) WAS!iERS. EXTEND 3-1/2• "BOVE TOP OF FOUNOAllON 2•-0· so. 2.'-6" OJA. CIRCULAR ELEVATION BASE DETA1L DOOR ~.ENINC, FAC~ SlREET CITY OF NEWPORT BEACH PUDLICWORKS DEPAllTMKNT LIGHTING STANDARD TYPE ID APPROVED: 1lCE NO. 36106 Dmwn:MC Elias D :J 2004 DRAWINGNO. PUBilCWORKS DIRECTOR. LIGHT STANDARD AND POLE BASE DETAIL MOUNTING POLE ® SCALE NONE A ,-... 0 ' ,-.. ~ CX) 0 "' ;: "O c:i N w I ,-.. ... 0 0 CX) ~ N / 00 "' ·" " 0 L '.3-,-.. ... 0 0 <Xi .c <.> 0 Q) ID ~ L 0 a. ;: (I) z C-3806 i i-----------------------------r-;=============j"'7-----------;;;;;;;;;;;;;;;;;;;;;::::;;;;;;::::;;;--7--------TiR~E~Vl['EWWEE:liD:--: -----7-7----r-----------------·---T,iAPiPP>iiR:OovvtAUL"i:RiFEcr.roiiiM~MEFlNIDDflEDi-°:_T __________________________ I~ 0 ,:0ss:37' MARINERS PARK IMPROVEMENTS ~ ,:,, -··,-1 DETAILS AND ·Lo-J:-::,0\;V;'i:-y_-,."\ L j~f/~~ tf ~' c•7r T \; GARY PETRAK, E 17252 FRANK T. TRAN, RCE 62845 ELECTRICAL SPECIFICATIONS I Sant~7 ~~a:0~1 i~;b5~v;~r: a: E,;0oi;o,/08A41f-'~~/ ELECTRICAL ENGINEER ASSOCIATE CIVIL ENGINEER ON DOVER DRIVE FROM IRVINE AVENUE TO MARINERS DRIVE ~ Telephone (949) 428-8800 ~~~IGN GROUP, INC. * /,r"7,II j r.D::;:E:::;-SIG;::-N;::;ED~:-~DR::-;A-:;:\\N:;--:---jf--4----+-------------------l 1----------E--P-Q_R_T_B_E_A_C ___ __,._P_5_2_Q_6_S--i~ L ______________________________ L-========F=ax=(g~:~::)!;J~~;~:~:~:~1:....J. ___________ ~~:~~~~~r~~~.oo~~::,~0-~~~o~~?f,!?/~,)~:--~.=-•~·~~L--~~~~~~~~;~~~;f!;~~:''Jt/'---lc:H:E:CK:E:D~:~:~~fplD:AJ6ili~~:~0~2~.ti2~:~:i:N~O=·.l_~o~AIT:'.:__~oE:S~C~Rl~P~]~ON~O~F~R~E~Vl~Sl~O~NS~----,,----------.LD_AIT_:===============-.1 ____ c~~TY~U~B~L~~~c~Fw~~~R~';:~S:.,:D~E~P~A~R~T~M~E~N~T-H_:,· __ _j~S:H~EE:;~2~7~0~F~;~7'...J~ EP GILP Engineering, Inc. Mechanical and Electrical Engtneers