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HomeMy WebLinkAboutP_5240_SCITY OF COSTAMESA TOPOG RAP HICAL LEGEND POWER POLE SEWER CLEANOUT SEWER MAN HOLE STORM DRAlN MANHOLE FIRE HYDRANT WATER METER PULL BOX STREET LIGHT WATER VALVE GUY WIRE SURVEY MONUMENT SIGN VAULT VENT TREE IRRiGATION CONTROL VALVE CORING LOCA 110N ELECTRICAL MANHOLE BUILDING EXISTING CONSTRUCTION ----PROPERTY LINE CENTERLINE ----RIGHT-OF�WAY LINE ----SILT FENCE ----CONCRETE BARRIER ····· · FENCE.a!// l!ll!l!I BLOCKWALL UTILITY LINE LEGEND ····· ····· ··· ·· ··· ,,., ·· SEWER LINEWATER LINE GAS LINE ELECTRICAL LINE ·TELEPHONE LINE··· c; · TRAFFIC SIGNALCABLEVISION LINE 0 ••• • • • • •• • ,K,• ···· SPRINKLER SYSTEM CALL TOLL FREE 81 1 BEFORE YOU DIG . . C' if.r<, &.s 0,9CITY Of IRVINE � rPROJECT LOCATION / VICINITY MAPNOT TO SCALE ABB REVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-'3.2) AB AGGREGATE BASE MAX MAXIMUM ARV AIR RELIEF VALVE MED MEDIAN ACP ASBESTOS CEMENT PIPE MH MANHOLE AC ASPHALT CONCREfE MJ MECHANiCAL JOINT AGU ABOVE GROUND UTILITY MIN MINIMUM BC BEGIN CURVE MOC MIDDLE OF CURVE BCR BEGIN CURVE RETU RN MON MONUMENT BFP BACKFLOW PREVENTOR MOVC MIDDLE OF VERTICAL CURVEBK BACK NG NA TUR AL GROUND SVC BEGIN VERTICAL CURVE N NORTH BLK BLOCK NTS , NOT TO SCALE SOL BOLLARD NO NUMBER CATV CABLE TV OG ORIGINAL GROUNOCl CAST IRON PKM PARKING METER it,C/L CENTERLINC: (P) PROPOSED CB CATCH BASIN PPB PEDESTRIAN PUSH BUTTONCNB CITY OF NEWPORT BEACH PE PLAIN END CL CLASS PCC PORTLAND CEMENT CONCRETECLR CLEAR PROP PROPOSED CLSM CONTROLLED LOW PB PULL BOX STRENGTH MATERIAL PUE PUBLIC UTILITY EASEMENT CONC CONCRETE RCP REINFORCED CONCRETE PIPEC&G CURB AND GUTTER RET RETAINING DW DOMESTIC WATER RT RIGHT (E)EXISTING R/W RIGHT OF WAYE EAST /ELECTRIC SCH SCHEDULE EC END CURVE S,SS" SEWER ECR END CURVE RETURN sco SEWER CLEANOUTELEC ELECTRICAL SD STORM DRAIN EPB. ELECTRICAL PULL BOX SL STREET LIGHT EVC END VERTICAL CURVE SSMH SEWER MANHOLE EXIST EXISTING SHT SHEET FE FLANGED END SW SIDEWALK FG FINISHED GROUND s SOUTH FH FIRE HYDRANT SCE SOUTHERN CALIFORNIA EDISONFL FLOW LINE SQ SQUARE FLG FLANGE STL STEEL FM FORCE MAIN TC TOP OF CURB FW FORWARD TCE TEMPORARY CONSTRUCTION EASEMENTGAS TELE, T TELEPHONE GV GAS VALVE TF TOP OF FOOTING GB GRADE BREAK TS TRAFFIC SIGNAL CE GROOVED ENO TSP TRAFFIC SIGNAL POLE ICY IRRIGATION CONTROL VALVE TV/ TOP OF WALL INST NO INSTRUMENT NUMBER UGU UNDERGROUND UTILITYINV INVERT w WEST/WATER IP&T IRON PIPE AND TAG W/WITH LT LEFT WM WATER METER PAVEMENT LEGEND DETAIL LEGEND PiCKLEBALL COURT SURFACE !LIGHT GREENJ . DETAIL NUMBER PlCKLEBALL COURT SURF ACE (BLUEl " SHEET NUMBER I PCC SIDEWALK !NATU RAL GRAY) PUB LIC WORKS DEPARTMENT BON ITA CAN YON SPORTS PARK PICKLEBALL COURTS PROJECT NO. 17P12 C-8 1 30-2 APPROVED: _____________________ _ APPROVED: DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR MARK VUK EVIC, P.E., EPUTY PWD / CITY ENGINEER LOCATI ON MAPSCALE: 1" = 150' DATE: _____ _ DATE: .1 · /,'). / 7 GENERAL NOTES 1.ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPEGIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2Q1 5 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STA TED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN TiilS CONSTRUCTION CONTRAcrs SPECIAL PROVISIONS. 2.EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUALLOCATION 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. UNLESS OTHERWISE SHOWN. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES ANDCOVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6.PROPOSED PAVEMENT AND CURB AND GUTIER SHALL JOIN AND MATCH LINE ANO GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7.ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON TiiE CONTRACTOR FOR CORRECTION. 8.ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLEO FOR IN THE SPECIFICATIONS, OR VICE-VER�A, SHALL BE FURNISHED AND PERFORMED ASTHOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRA\/\1NGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CD CONS1RUCT 6" PCC SIDEWALK PER OET AIL 1 ON SHEET C6. @ CONSTRUCT PCC MOW CURB PER DETAIL 2 ON SHEET C6.0 CONS1RUCT 8' BLACK VINYL COATED CHAIN LINK FENCE PEDESTRIANGATE PER DETAIL 4 ON SHEET C6. 0 CON51RUCT 10' BLACK VINYL COATED CHAIN LINK FENCE WITH WINDSCREEN FABRIC PER DETAIL 1 ON SHEE'.T C7. ® CONSTRUCT 3' BLACK VINYL COATED CHAIN LINK FENCE PER DETAIL 4ON SHEET C7. 0 CONSTRUCT PCC V-DITCH (6" DEEP) PER DETAIL 3 ON SHEET C5. 0 CONSTRUCT PCC V-DITCH (VARIABLE DEPTH) PER .DETAIL 2 ON SHEET C5. ® CONSTRUCT SEAT WALL PER STRUClURAL DETAILS ON SHEETS C8 AND C9.® CONSTRUCT PICKLEBALL COURT NET AND POSTS PER DETAIL 3 ON SHEET C6. @ INSTALL TRASH RECEPTACLE PER DETAIL 1 ON SHEET C3, QUICK CRETE PRODUCTS CORP. CLASSIC WASTE CONT. (QR-CLS3634W-P)OR ENGINEER APPROVED EQUAL @ INSTALL BENCH (NO BACK), MODEL SHALL BE KAY PARK RECREATIONCORP. 6-FT CLASSIC FLAT IN-GROUND BENCH #CF6VPIG (COLOR GREEN VP, IN-GROUND MOUNT) OR ENGINEER APPROVED EQUAL @ CONSTRUCT 3' BLACK V!NYL COATED CHAIN LINK FENCE PEDESTRIANGA TE DETAIL 5 ON SHEET C6. @ CONSTRUCT 7' BLACK VINYL COA TEO CHAIN LINK FENCE WITH · WINDSCREEN FABRIC ON 3' RETAINING WALL PER DETAIL 3 ON SHEET CZ.@ INSTALL BENCH (BACKED), MODEL SHALL BE KAY PARK RECREATION CORP. 6-FT CLASSIC IN°0GROUND BENCH WITH BACK #CWB6VPIG (COLORGREEN VP, IN-GROUND MOUNT! OR ENGINEER APPROVED EQUAL. @ c o NSTRUCT 10 ' BLACK VINYL COATED CHAIN LINK FENCE PER DETAIL 2 ON SHEET C7 (NO WINDSCREEN). @ CONSTRUCT RETAINING WALL PER STRUCTURAL DETAILS ON SHEETSCS AND C9. ® CONSTRUCT 12" PVC SCH. 40 STORM DRAIN PIPE AND BEDDING PERCITY OF NEWPORT BEACH DWG. NO. STD-106-L. @ CONSTRUCT 12"X12" FLAT AREA DRAIN (NOS 1212 OR ENGINEERAPPROVED EQUAU PER DETAIL 4 ON SHEET C5. @coNSTRUCT 12"X12" ATRIUM AREA DRAIN (NOS 1280 OR ENGINEERAPPROVED EOUAU PER DETAIL 4 ON SHEET C5. ® CONSTRUCT 18"X18" INLET PER DETAIL 1 ON SHEET C5.® CONNECT PVC STORM DRAIN PIPE TO EXISTlNG GRATE INLET PERDETAIL 5 ON SHEET C5. @ CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 6 ON SHEET CS. @ CONSTRUCT 16" PVC SCH. 80 STORM DRAIN PIPE SLEEVE ANDBEDDING PER CITY OF. NEWPORT BEACH DWG. NO. STD0·106-·L.® CONSTRUCT 6" PVC SCH. 40 STORM DRAIN. PIPE AND BEDDING PERCITY OF NEWPORT BEACH DWG. NO. STD-106-'L @ CONSTRUCT PVC PIPE FITTING (TYPE PER PLAN). @ CONS1RUCT 4 '' PVC SCH. 40 STORM DRAIN PIPE AND BEDDING PERCITY OF NEWPORT BEACH DWG. NO. STD-106-L @ INSTALL SPORTMASTER (OR ENGINEER APPROVED EQU!\U COURT SURFACINGWITHIN PICKLEBALL COURT SERVICE AREAS. COLOR SHALL BE BLUE. ® INSTALL SPORTMASTER (OR ENGINEER APPROVED EQUAU COURT SURFACING WITHIN NON-VOLLEY ZONES ANO SIDELINES. COLOR SHALLBE LIGHT GREEN. @ INSTALL SPORTMASTER (OR ENGINEER APPROVED EQUAU COURTSTRIPING. COLOR SHALL BE WHITE AND 2" WIDE. @ INSTALL FIBER ROLLS PER CASQA BMP HANDBOOK, DETAIL SE-5. @ INSTALL GRAVEL BAG BERM PER CASQA SMP .HANDBOOK, DETAIL SE-6. @ INSTALL STORM DRAIN INLET PROTECTION PER CASQA BMPHANDBOOK, DETAIL SE-10. @.INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE/EXIT PERCASQA BMP HANDBOOK, DETAIL TC-1. @ DRAINAGE IMPROVEMENTS PER DRAI NAGE IMPROVEMENTS PLAN. @ LANDSCAPING AND IRRIGATION IMPROVEMENTS PER LANDSCAPING ANDIRRIGATION PLANS. @ POST-TENSIONED CONCRETE SLAB PER POST-.TENSIONED SLABSTRUCTURAL PLANS. DISPOSITION NOTES [El PROTECT IN PLACE <ITEM PER PLAN). OJ CLEAR AND GRUB EXISTING GROUND. I]] REMOVE AND DISPOSE OF EXISTING MOW CURB. QJ REMOVE AND DISPOSE OF EXISTING SIDEWALK. SHEET INDEX -�---------T! TLE SHEET .......................................................................................................................................................................... . SITE PLAN ...................................................................................................................... , ................................................ , ..... . TYPICAL SECTI ONS ........................... , ......................................................................................................... , ....................•...... HORI.ZONTAL CONTROL, DRAINAGE IMPROVEMENTS, AND SURFACING PLAN ....................................................................... . . WALL PROFIU::S AND DRAINAGE DETAILS SHEET ................................................................................................................. . DETAILS SHEET ........................ , ............................................................................................................................................ . DETAILS SHEET ..................................................................................................................................................................... . RETAIN ING WALL DETAILS SHEET ......................................................................................................................................... . RETAINING WALL DETAILS SHEET ......................................................................................................................................... . EROSI ON CONTROL. PLAN ...................................................................................................................................................... . IRRIGATION. PLAN ................................................................................................................................................................... . IRRIGATION NOTES & LEGEND .......•.•.......... , ..................................................................................................... , .................... . PLANTI NG PLAN ..................................................................................................................................................................... . PLANT LIST NOTES & DETAILS ................. , .............. ............................................................................................................. . POST TENSIONED DESIGN NOTES ............................................................................................................ , ............................. . POST TENSIONED DESIGN DETAILS ....................................................................................................................................... . POST TENSIONED FOUNDATI ON SLAB ................................................................................................................................. .. EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY (VERIFICATION) SOUTHERN .CALIFORNIA GAS COMPANY (TRANSMISSION)SOUTHERN CALIFORNIA EDISON COMPANY DAY NIGHT C1 C2 C3 C4 C5 C6 C7 C8 C9 C1 0 _-1:..-2 L-3 l-4PT-1 PT-2 PT-3 AT&T (FACILITIES MAPPING) AT&T (VERIFICATION) SOILS ENGIN EER: (714) 634-5091(818) 701 -4546(714) 895-0292(714) 666.-5467(714) 237-6075(949) 644-3011(714) 903-8337(714) 593-7732NINYO AND MOORE 475 GODDARD, SUITE 200IRVINE, CA 92618 (949) 753-7070 CITY OF NEWPORT BEACH UTILITIES DIVISIONTIME WARNER CABLE ORANGE COUNTY SANITATION ALL WORK SHALL CONFORM TO THE "GEOTECHNICAL EVALUATION: BONITA CANYON SPORTS PARK PICKLEBALL COURTS" PREPARED. BY NINYO AND MOORE DATED SEPTEMBER 14, 2016. (PROJECT NO. 20968\001) AND SUPPLEMENTAL GEOTECHNICAL RECOMMENDATIONS DATED JANUARY 27, 2017. (949)644-3717 .. ,· .. C/l .. • t- ; 0: .. ::, ' BAS IS OF BEARINGS: -�------'----------.--------�---------------------------------------------�----------------APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: C-81 30-2 8 .' -l j, LOCAL CONTROL WAS ESTABLISHED AT THE SI TE. SEE HORIZONTAL CONTROL PLAN. BENCH MARK: Sta ntec ------------"------! LOCAL CONTROL WAS ESTABLISHED AT THE SITE. SEE HORIZONTAL CONTROL PLAN. UNDER THE SUPERVISION OF: n{:' 1.. -­L}1 REVIEWED: < ' "' ' � w -� /!i�L--_-·_ TITLE SHEET ;;\J I RECREATION ANO SENIOR MIKE PISANI PETER TAUSHER RCE 7901 2 BONITA CANYON SPORTS PARK PICKLEBALL COURTS � '.\,...) SERVICES DIRECTOR MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR ,__ __ . ___ s_E_N _IO_R _c_1v.,..1L_E_.N_G _IN_EE_R�----+-------�----------------------1 �, SIGNATURE oN STAMP 03;10;11 DATE, __ -a�/ _1 '>-t-/_11�-----DATE,_�'.>_·.1.�r-· _ 1._1_ .. �---� DESIGNED: Jww oML DRAWN , JWW/DML c1rv oF NEWPORT BEAC H ,__..._P_-5_2 _4 _0 _-s _ _, � '. �---------------"---------,--------------------_,_J _EF_F_RE_Y _w_._wi_L _KE_R_s o_N __ R_.c_.�E ._e_34_B_6 _________ o_ATE_..1-_______ _i._ ____________ �_..1-_____________ �..1-c_HE_c _KE_D_: __ ........:.M:::..R""H..1.. _D_A T_E=�........:.........:.0::c:3:1..1.:.::.o"-/1:..:.7..1_ ____ P_u_s_L_1_c_w_o_R_K_S_D_E_P_A_R_T_M_E _N _T ___ __,__s_H_EE_r _C_1_o_F _C_1 _0_, � i RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ui-11\/ERSITY CONSTRUCTI N NOTE G ~ BASKETBALL --- COUR, P I X EARTHWORK QUANTITIES ---=------,. EARTH WORK SUMM AR Y QU ,11,N Tl TY ..... ---,=------"'"'"~-----· UNCLASS iF IED EXC AVA,TIC;I, (CIJT) SOD CY ---'----'----------------- EcJG!fJE ERl l✓G FILL 600 CY EXP ORT I/ A TERI AL T/'.J CY ----'-------------------------------. -- IMF'OR T MA TE~IA _ 70 CY ----------------~~~~ THE /180VE US TED E1\RTHWORK QUAN Tl I IES l,EHICT TiE ENGINEE,'S ESTlfl A TE OF :H f-VOLUMES OF M,' TERl 1\l FOR CUT, fill, C:XPORT .~ND IMPORT. CON I RACTOR IS RESPOl✓SIBLE FOR cm1PUTINC THF-IR O'/IN EARTHWOR~ OU/\~ TITl=:S FOR BIDDING PURFOSES. SEE SPEC:l'iC ATI ON S cDil SPE:.iF,C GliADIHG AND SUBGRADE PREPARATION Rl QUIRUJ EIHS .AND ASSU fAPl :Cr,s 'IIHICH W!LL IIP AC THE EARTHWORK Q'JANTITIES. ? 9 6 S=10' 13 TYP 2 L=32 .. 4' S-4.-:3'± J " X X 1 . I f-"" z u Q -<( Ct'. rn LL L=32i 15 S=9,3' I 1.00% 10.p7' j . ' I " X ' X g; . •: X '! I\' ---- - -=.--;:,,,.,... ~~ ::..~_ ---....:<::,..,,,........ - - - IN STALL ADDITIONAL LINE POST SEE SHEET C5 FOR RETAINING WALL AND V-DITCH PROFI LE PRIOR TO CONSTRUCTION, CONFIRM THAT EXISTING IRRIGATION LINES DO NOT CONFLICT WITH NEW RETAINING WAILL / D C3 \ ·. . ' ,, i ... WALL FOUNDATION.\ ., •. ·- 11+48.83 LOL END WALL ·. \ \,_ \ \ \ ',,,., ---~ ••• (196:89)fS JOINJEI MOW C RB 2 2 -if/'h ........ . (197.91 FG 197.67 TC/FS SEE DETAIL 1 ON SHEET C5 n ' \ \ (192.11 TG DR '~ CONSTRUCTION NOTES 0 CONSTRUCT 6" PCC SIDEWALK PER DC:TAIL 1 ON SHEET C6 . 0 CONSTRUCT PCC MOW CURB PER DETAIL 2 ON SHEET C6. (D CONSTRUCT 8' BLACK VINYL COATED CHAIN LINK FENCE PEDESTRIAN GATE PER DETAI L 4 ON SHEET C6. 0 CONSTRUCT 10' BLACK VINYL COATED CHAIN LINK FENCE WITH WINDSCREEN FABRIC PER DETAIL 1 ON SHEET C7. 0 CONSTRUCT 3' BLACK VINYL COATED CHAIN LINK FENCE PER DETAIL 4 ON SHEET C7. (s) CONSTRUCT PCC V-DITCH 16" DEEPI PER DETAIL 3 ON SHEET C5. (j_) CONSTRUCT PCC V-DITCH !VARIABLE DEPTH) PER DETAIL 2 ON SHEET CS. ® CONS TRUCT SEAT WALL PER STRUCTURAL DETA.!LS ON SHEETS CB A.ND C9. ® CONSTRUCT PICKLEBA.LL COURT NET AND POSTS PER DETAIL 3 ON SHEET C6. @ INSTALL TRASH RECEPTACLE PER DETAIL 1 ON SHEET C3, QUICK CRETE PRODUCTS CORP. CLASSIC WASTE CONT. IQR-CLS3634W-PI DR ENGINEER APPROVED EQUAL. @ INSTALL BENCH IND BACKI, MODEL SHALL BE KAY PARK RECREATION CORP. 6-FT CLASSIC FLAT IN-GROUND BENCH #CF6VPIG (COLOR GREEN VP, IN-GROUND MOUNT! OR ENGINEER APPROVED EQUAL. @ CONSTRUCT 3' BLACK VINYL COATED CHAIN LINK FENCE PEDESTRIAN GATE DETAIL 5 ON SHEET C6. (i__v CONSTRUCT 7' BLACK v1NYL COATED CHAIN LINK FENCE WITH WINDSCREEN FABRIC ON 3' RETAINING WALL PER DETAIL 3 ON SHEET C7. @ INSTALL BENCH IBACKEDI, MODEL SHALL BE KAY PARK RECREATION CORP. 6-FT CLASSIC IN-GROUND BENCH WITH BACK #CWB6VPIG (COLOR GREEN VP, IN -GROUND MOUNTI OR ENGINEER APPROVED EQUAL. ® CONSTRUCT 10' BLACK VlNYL COATED CHAIN LINK FENCE PER DETAIL 2 ON SHEET Cl INO WINDSCREEN). @ CONSTRUCT RETAINING WALL PER STRUCTURAL DETAILS ON SHEETS C8 AND C9. @ DRAINAGE IMPROVEMENTS PER DRAINAGE IMPROVEMENTS PLAN. @ LANDSCAPING AND IRRIGATION IMPROVEMENTS PER LANDSCAPING AND IRRIGATION PLANS. @ POST-TENSIONED CONCRETE SLAB PER POST-TENSIONED SLAB STRUCTURAL PLANS. DISPOSITION NOTES [£j PROTECT IN PLACE (ITEM PER PI_ANI [iJ CLEAR ANO GRUB EXISTING GROUND. [Ij REMOVE AND DISPOSE OF EXISTING MOW CURB. I}] REMOVE ANO DISPOSE OF EXISTING SIDEWALK. NOTES TO CONTRACTOR: 1. FOR HORIZONTAL CONTROL, DRAI NAGE IMPROVEMENTS, AND PICKLEBALL COURT PAINTING PLAN SEE SHEET C6. 2. ALL EXISTING TREES, SHRUBS, LANDSCAPING, IRRIGATION SYSTEM IMPROVE,1ENTS, AND O rHER PARK IMPROVEMENTS NOT SHOWN TO BE REMOVED SHALL BE PROTECTED IN PLACE. ANY DA,1AGE TO THESE ITEMS SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. 3. SUBGRADE PREPARATION FOR POST-TENSIONED COURT SHALL BE 0 ER GEO TECHNICAL RECOMMENDATIONS AND SPECIFICATiONS . 10 ---iiiiiiiiii--.:::.;;;,2: __ ' <2'j 0 GRAPH IC SCALE 10 SCALE: 1" = 10' 30 C-8130-2 i" 0: ::, 0 (.) -----------------,----------,----,-----,-------------------,-----,---,----------,------------------------------a REVIEWED; :::J Stantec UNDER THE SUPERVISION OF: SIGNATURE ON STAMP 03/10/17 JEFFR EY W. WILKERSON R.C.E. 63466 DATE SITE PLAN "" ffi :2 ~·; (.) a: "5c "<{ ~,-.. PETER TAUSHER RCE 79012 BONITA CANYON SPORTS PARK PICKLEBALL COURTS a."' SENIOR CIV!L ENGINEER i5 '<- '---_j__ ____ .J.-____________________ '--__ _,~D~ES~l~GN~E=D-: --,-D~R~A~W~N-: --+----------------------~----------l ~ b JWW DML JWW DML CITY OF NEWPORT BEACH P-5240-S ;,; ,~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT -s--H-EE_T_C_2_o_F_C_1_0---4 ~ ~ MRH 03 10 17 o •~ __________________________________________ L__ _________________ __,_ _________ ...J..._ _ __L ____ __L ____________________ _,__ ___ L__ ___ ;;_;;_;;-'-'-----'-'-'--'--'-'---'--'-------------------------'----------...JCO C -- C10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5240-S C-8130-2 TYPICAL SECTIONS C3 10' DAYLIGHT LINE 10' BLACK VINYL COATED~ CHAIN LINK FENCE WITH WINDSCREEN FABRIC 5' 10:1 MAX. 2% MIN. X 0.67' X X 199.00 FS 4: 1 MAX. 2% MIN. . . ··-z-,, ; .:z-z- FLOWLINE (1 % MIN. LONG. GRADE) FINISHED GROUND 1 /2" BELOW COURT SURFACE 1 •. ,I I ·.·I i ' I I 1 I ' I I ' I I I L__j 10' BLACK VINYL COATED~ CHAIN LINK FENCE WITH WINDSCREEN FABRIC VARIES PROTECT EXISTING~ 5.5' PCC MOW CURB SIDEWALK -~ [========~======= 5:1 MAX. 2% MIN. FLOWLINE !1% MIN. LONG. GRADE) 2% MIN. FINISHED GROUND 1 /2" BELOW COURT SURFACE !TURFl 1-1 /2" BELOW COURT SURFACE !SHRUBS) ,.,,.. ,.,,.. ,.,,.. ,.,,.. ,.,,.. PROTECT EXISTING~ ,.,,.-,.,,.. CANOPY STIRUCTURE ,.,,.. ,.,,.. ,.,,.. ,.,,.. FINISHED GRADE ,.,,.. ,.,,.. ..:,_! ___________ _ VARIABLE HEIGHT SEAT WALL PROTECT EXISTING~ SIDEWALK __ _J_ ------------ L_J __ T_Y_PI_C_AL_S_EC_T_IO_N _ ____,@C SCALE: NOT TO SCALE 0.67' 4' X X X I• ,I I ·.·I i ' I I 1 I ' I I ' I I I L__j 60' 12' 10' BLACK VINYL COATED~ I CHAIN LINK FENCE 7 I ~10' BLACK VINYL COATED r CHAIN LINK FENCE 30' PICKLEBALL COURT NET 1% I • -1 I I I • ' I I ·1 I '. I I ' I L_j 30' POST-TENSIONED PCC SLAB WITH PICKLEBALL COURT SURFACING 6" PCC SIDEWALK X X X I • I I .I I • I I , : I i J I, · i I ·· I L_·_j 0.67' 0.67' 133.33' X X X TYPICAL SECTION SCALE: NOT TO SCALE 64' 32' 3' BLACK VINYL COATED~ i CHAIN LINK FENCE I POST-TENSIONED PCC SLAB WITH PICKLIEBALL COURT SURFACING X 1 • J I • I I ' I I 1 I 'I I ' I L_j 64,67' FLAT __ T_Y_PI_C_A_L _S_E_CT_IO_N __ @B SCALE: NOT TO SCALE 7' BLACK VINYL COATED CHAIN~x LINK FENCE WITH WINDSCREEN FABRIC ON 3' RETAINING WALL X PROTECT EXISTING CHAIN LINK FENCE 5' X X I X POST-TENSIONED PCC SLAB WITH PICKLEBALL COURT SURFACING __ l __ 1--~~ - 4: 1 MAX. 2% MIN. •. ·"' • /--'--'-~~,,~~/=/~/~~~/=/~/~/~//'--'--', •.. 4. . . ., , . __ T_Y_P_IC_A_L_S_E_C_TI_O_N __ @D SCALE: NOT TO SCALE 30' A 32' 1% PICKLEBALL COURT NET 60' X 30' POST-TENSIONED PCC SLAB WITH PICKLEBALL COURT SURFACING 7' BLACK VINYL COATED CHAIN LINK FENCE WITH WINDSCREEN FABRIC ON 3' RETAINING WALL x~10' BLACK VINYL COATED CHAIN LINK FENCE WITH WINDSCREEN FABRIC X X X I •· I -~ I, I I . I 1 •• ) I J 1 1. .J I I L___J 0.67' 4' 197.67 FS 197.8 FS VARIES 4: 1 MAX. 2% MIN. PCC V-DITCH !VARIABLE DEPTH) DAYLIGHT LINE * INSTALLATION IS REQUIRED BY OTHERS . * ALL EDGES TO HAVE 1/4" RADIUS MIN . * MANUFACTURING TOLERANCE ±1/4". * PRODUCT: QR-CLS3634W-P * QUANTITY:: *APPROX. WT: 860 LBS. *FOR ANCHORING ON PAYERS OR CONCRETE FLATWORK USE Q.C. ADHESIVE. FILE NO, Q9413-12 DATE: 06 19 00 SCALE: CHAIN LINK FENCE 7 * CONCRETE COLOR: CJ-LATTE * CONCRETE TEXTURE: T2 -LSB Authorized Signature Dale By signing above or stomping this drawing 'approved " or "no exception token" authorization is given to Quick Crete to produce this drawing os shown within o 1 / 4" tolerance. 3 4" = 1 • DRAFTER: J.S. X 5' I X _l_ 1--~:::: 4: 1 MAX. 2% MIN. PCC V-DITCH * LID COLOR: GREEN * LID MATERIAL: FIBERGLASS * SEALER: STD. GLOSS SEALER * INCLUDES CABLE, & BOLTS. * Q-PL45-PLASTIC-40 GALLON LINER * STD. 2"DIA. DRAIN HOLE * ADHESIVE INCLUDED 36"01A 30''1.D 1 /2" / ~1 ~-t -2 _, 1_/~1 6" -\ / \ \ 1" J PLAN VIEW MODIFIED LI D "p" ~~-1 14 9/16" DETAIL "A" SCALE: 2" = 1' 34" QUICK CRETE PRODUCTS CORP. 7..31 Parkrlcig e Av e . P.O. Box 639 Norco. Ca 92860 (9 09 ) 7 37 -6240 Fa x (909) 737-7032 -ril2 " ! j I • I ..• --2 1 1 1/4" -28 3/4"BOT O.D. ----3 5/B" ELEVATION VIEW CONSTRUCTION PLAN CLASSIC WASTE CONT. (QR-CLS3634W-P) BONITA CANYON SPORTS PARK TRASH RECEPTACLE 1 SCALE: NOT TO SCALE SHEIT 12 OF 17 i .., ~ 0 I 5 C 0 a. I ai :g ~ ~ 0 ~ C 0 -w I 5 C 0 3-w ti j ~ £ _:!.- "' C • ~e r--.., -/ o - " <X) "' :i: 0 ~o < "' " r---~ ~f ~.; 0 0 "J-r--------------------,----------,-----,-----,--------------------,------,-=RE~Vl=E~WE=D~:------,------------------------------7 ~ ~ a,~ ~ ., Stantec UNDER THE SUPERVISION OF: SIGNATURE ON STAMP 03/10/17 JEFFREY W. WILKERSON R.C.E. 63466 DATE "' > " a: " "' [l_ "' 0 PETER TAUSHER RCE 79012 BONITA CANYON SPORTS PARK PICKLEBALL COURTS ~ $ '---l------l--------------------+------lr:-::=SE~N~IO_R_C_IVl0L~E~N~G~IN~EE_R_-+---------------------,-------7 ~~ ,_ DESIGNED: DRAWN: :::; ~ 02/23/18 RECORD DRAWINGS NO. DATE DESCRIPTION OF REVISIONS APPROVIED JWW/DML JWW/DML " -f----------1 < '-t-0 CHECKED: DATE: SHEET OF z ~ MRH 03 10 17 o " >-----------------------------------------------------------~----------------~--------~-~---~------------------~---~----~-~~~--------------------~------~"'o C10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5240-S C-8130-2 C4 N 2176020.68 E 6071176.23 ~,, 88 ,±---"(2'-'0"'2.'--7--'4l ___ -+--""--s':-'"-...,,------1I CONlROL POINT IN SIDEWALK ~ N 2175929. 4 31 E 60711 ;;i0.89 1~8.6 TG /5.40 INV I I 4 N 2175492.27 E 6071280.85 (188.32) ,__ __ C_O_N_lR_O_L_P_O_IN_T_ 450'± " xi I I 41 I xi I ~ I N 2175884.51 E 6071187.98 (198.66) CONTROL POINT N 2175888.42 E 6071189.51 N 2175881.84 E 6071200.91 N 2175852.86 E 6071197.98 N 217 859 .f,.-60'7 199 N 2175848.18 E 6071214.85 197.3 CO, 22.5' BEND ---f-1'.:'.=-l:t:===t:::t==-i:I---194120 INV 1.00% 2175869.43 E 6071191.03 197.7 TG 194.54 INV x , X __ x _ _ x ___ x _ , N 217585~.14 I x E 5071180:~o X 41 X "->-t- I i COURT ~GING SHALL XTEND TO FENCE 1/ gj 4 / ~o .-: ~ \ I"\ 1x-------ix~x-x \ LLx- l_ --<RR-"\ IRR - \ X \ -~,:-X--X-';-a---~r ----,-f---j~--";;~ I ,-----,-Jl!R-y/ '' u.67' xi I N 217592]_,07 ,,i 31 E 6071,1..27 .32 " ,1'98.7 TG , I I ,, 795.70 INV / N 2175928.15 E 6071104.38 ~-2-1+593QJ2 E 6071104.05 -----==--=2!l,l; - - --ij~I-----~1------~ • xi I ' I t I ----+---Ii: xifu175913119 E 6071104.91 C, ' ,_, ------Jli!,;:-'-- -___...,. - -..:.: ~ - - ----------~- TYP>. ---IRR-0.67' • 10.67' 0.67\ X X \ 8' TYP. X "' xf-:S.....,c:'t---,---~,. ~::J ~- '" _ •• ,_ ~ llll>--e-601lT15;2~ K . - -•!;!•;:_ --------- - -....::..::...,_ - -___...,. '.,!!•_ -___...,. - -.::.-,.,___.. --~· - - -_____,.... - - - 3 / 1.0% - -------------_ ___...,. --- 1 9.76 60'Z:19\80 217!5'1{15• 21 6071193, 21%:/'.6.3,_00 .. ,_ 'os - /' -'-..., ( 0 \ / ...._ ~,,... () 88.05) INV JOIN,__(El GRATE IN ' ' ------.::-"' ~--- ' -so- ' ' ( \ '- ' ~---' ' ' ~---', ' 0 ---so __ _ CONSTRUCTION NOTES @ CONSTRUCT 12" PVC SCH. 40 STORM DRAIN PIPE AND BEDDING PER CITY OF NEWPORT BEACH DWG. NO. STD-106-L. ® CONSTRUCT 12"X12" FLAT AREA DRAIN (NDS 1212 OR ENGINEER APPROVED EQUALl PER DETAIL 4 ON SHEET C5. ® CONSTRUCT 12"X12" ATRIUM AREA DRAIN (NDS 1280 OR ENGINEER APPROVED EQUALl PER DETAIL 4 ON SHEET C5. @ CONSTRUCT 18"X18" INLET PER DETAIL 1 ON SHEET C5. @ CONNECT PVC STORM DRAIN PIPE TO EXISTING GRATE INLET PER DETAIL 5 ON SHEET C5. @ CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 6 ON SHEET C5. ® CONSTRUCT 16" PVC SCH. 80 STORM DRAIN PIPE SLEEVE AND BEDDING PER CITY OF NEWPORT BEACH DWG. NO. STD-106-L. ® CONSTRUCT 6" PVC SCH. 40 STORM DRAIN PIPE AND BEDDING PER CITY OF NEWPORT BEACH DWG. NO. STD-106-L. @ CONSTRUCT PVC PIPE FITTING (TYPE PER PLANl. @ CONSTRUCT 4" PVC SCH. 40 STORM DRAIN PIPE AND BEDDING PER CITY OF NEWPORT BEACH DWG. NO. STD-106-L. @ INSTALL SPORTMASTER (OR ENGINEER APPROVED EQUALl COURT SURFACING WITHIN PICKLEBALL COURT SERVICE AREAS. COLOR SHALL BE BLUE. @ INSTALL SPORTMASTER (OR ENGINEER APPROVED EQUALl COURT SURFACING WITHIN NON-VOLLEY ZONES AND SIDELINES. COLOR SHALL BE LIGHT GREEN. @ INSTALL SPORTMASTER (OR ENGINEER APPROVED EQUALl COURT STRIPING. COLOR SHALL BE WHITE AND 2" WIDE. NOTES: 1. COURTS SHALL BE CONSTRUCTED AND PREPARED WITH SPORTMASTER SPORT SURFACES PRODUCTS, OR AN ENGINEER APPROVED EQUAL, AND SHALL INCLUDE: ACRYLIC RESURFACER WITH SAND, NEUTRAL CONCENTRATE WITH SAND, AND COLORPLUS. COLORS SHALL BE LIGHT GREEN WITHIN NON-VOLLEY ZONE AND BLUE WITH THE COURT. ALL MATERIALS SHALL BE APPLIED PER THE MANUFACTURER'S SPECIFICATIONS. REFER TO PROJECT SPECIFICATIONS FOR FURTHER DETAILS. 2. COURT MEASUREMENTS SHALL BE MADE TO THE OUTSIDE OF THE LINES. -1f --T x--:qr x -'o/' -==--71" --lJ( -N-21"15928:38' -/·---+-----...... -----<RR------<RR ----...... 6~ 'f x=------,1' T =-=-7j'X :'-------=-'f X-• ~-- -y. =-=-'7(-CJJC-=" )( ~ 7(' 7r= --xy ---"f"-'l< --:-. X - --x--...._ . • X --7'~------"~ X'----'-\1 _c::,,._ X -"----"'----_:,,,___x - ---IRR -----!RR - ----IRR----iRR ~--- ---IRR -----IRR--~-------t'RR-----IRR - ----IRR--N211577929 . ---IRR -----IRR-----IRR -----IRR -----IRR------IRR -------IRR -----IRR--- ----IRR ------ii; E 6071095.01 WALL LOL; BEGIN WALL COURT SURFACING SHALL N 2175927.87 EXTEND TO WALL E 6071101.73 LOCATIONS OF BENCHES AND WALL LOL, ANG. PT. E 6071126:74 N 2175762.10 TRASH RECEPTACLE SHALL BE N 2175781.17 33 1971 TG E 6071123_51 FIELD COORDINATED WITH ENGINEER E 6071126.84 193_93 INV JOIN RETAINING WALL SUBDRAIN TO INLET 10 PAVEMENT LEGEND PICKLIEBALL COURT SURFACE (LIGHT GREEN) ~ PICKLIEBALL COURT SURFACE (BLUEl f:~:c;::so':<:I pee s1DEWALK (NATURAL GRAY) GRAPHIC SCALE 0 10 30 SCALE: 1" = 10' "' ~ " .C ::? 0 I 5 C 0 Q, I ai :g ~ ~ 0 ~ C 0 -w I 5 C 0 3' w ti j ~ £ }!,, "' C • ~e r--" -/ o - " <X) ,n :i: 0 ~o < "' " r---~ ~f ~.; 0 0 "J-,-------------------,---------,---,-------,---------------------,-----r,R=E~~c::E~WE=D,--:--------,---------------------------------1 ~ ~ HORIZONTAL CONTROL, DRAINAGE ~; Stantec UNDER THE SUPERVISION OF: SIGNATURE ON STAMP 03/10/17 JEFFREY W. WILKERSON R.C.E. 63466 DATE " IMPROVEMENTS, AND SURFACING PLAN :~ PETER TAUSHER RCE 79012 BONITA CANYON SPORTS PARK PICKLEBALL COURTS ~ $ , ---1-------1----------------------1-----r::-=c::SE:-cN=IO,--R_Cl_~rL=E:--:NccGl=N_EE_R_-+----------------------,-----------l ~.;; t-DESIGNED: DRAWN: :::; ~ 02/23/18 RECORD DRAWINGS NO. DATE DESCRIPTION OF REVISIONS APPROVED JWW/DML JWW/DML " -f----------1 <' t-0 CHECKED: DATE: SHEET OF z ~ MRH 03 10 17 o " >--------------------------------------------------------------~-----------------~--------~-->-----~-------------------~---~----~--~~~---------------------~------~m o C10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5240-S C-8130-2 C5 0 ~~ ~!Q}--------------1-~·~co~-------ttJ,,!15:00;--Wt:fr.:r-F.,-----------+---------------------+----------------------t---------------------~f---------------------------f----------------------+-----j-=----------i)00 ._ V~ ,_, •-•--• --••--IV ilQQs----+ -c., -~ ~c-------;-,'--0°~1N--12JGK-b&E!Abl----G:QURT rn. M -00-c/ 201.1 FG I \ -----1.30% nn ---- \ \ BEGIN V DITCH __ 1 , uClll'Hl:Hii()w--et:/R.:, I '2-01-AJ' C'C 10+50.00 GB / LUU.18r~ )· T /"ID /"IC' 0 I ,. -,,., ~ ,,., 0 l<IAI I ,,., ,,., a. .;; ... N ,,., Cf) 1 I 0--P~O~ WALL '-" -' -hfl()~f----+----------------------,.,,-H'f-c=i------------------,-f-ifi-----,'------e+.~--------,,;,t.--------+--------------------+----------l 148.83' r ~ c, ~ I + + 0 + 0, ' I <( -N N co + D z 1 "''"' A ':t .... ' 35.33' 197.7 r--...J "' ~ c;' + D 0 z \ 1 --_ , , 197.6 "' \ 197.76 TW - -2.0-. r-FI NI SHED GROUND / --~,-.-~;-----------------j---------------------+i---------------------tit---------;::-FG""':ec--,..,..,_h~.:-----_-_------<~6",f,33"'·"'1'-------it--------------------t--------t f----------------+-----'.""~jaz-. ---/-,'-------------------t-------/-,---~~----------1-0+_8_7_.6_7_G_B-----t----------------------1-1----------------------t-t-------,-,,-,,,_~:, '2·4% ~-c::----=-~-1-97-.4------ii-----,----------------------------1-------, '':' / FINISHED SURFACE )F V-DITCH_; ----_/199.49 Fs r..: c., ,,,, \ FG f---------------+-----''(,__ ___ ~10~+~15~.0~0~.19~9~.0~0~F~S~~-------t--------------------_-_-__ ----='f-'-~--c!cJ..~"9%=:-----------;:!:"~~~n~,,:!:!0~0;!:G~c _____ -++-------------------~;;=,~,,.,4 t------:-:-/-/_,i;"'·~'-~l• ___________ \~----t---------ll------------------------f-------j ~----------------1-----'',?,-.u. "" '-'-"%F-BEGI~ ~CKLEBALL COURT ----_ _ .. d/ 198.91 FS ~ ::_ ~,, /,,· rr,Uf'\J"" I J-/\ fi'½-:0 -----,FINISHED SURFACE OF COURT "'-, ,. , 1 10+10.00/ -----1_ __ ',, ----l>KUUI\JU '?''. o ~-' ie.o1;.;" / 108.oo· ---,_ '"'"' < c:.,,:i::iTING Fll~tsi1ffi=/ -----\ ; ~ cj 00 ,5' 0 "-". TOP OF FOOTING_/ ,. ,nn ,, __ -: __ ? V DITCH _ __ --\ / 198.9 FG ---_ l,00% FS '..::::~on~ ---.. ,, 17.}.--3-4"4 •~~-~--~=cc --+-----------------'"'-cv'c'/-~-----+-1----------------------++---------=-~-------------'-t-L<fl~c---+----------------------,----------j I-', --\ -~ •-_ I ~Q%--· --'-........ •• -8.,..."T ........ __ 0 ~195 ± ~ 2 c.c C'-..J t,; • , ,........ ... / -:>ur..r t\VC. -..,,... f-------------------!:efi:,->-B------at+'m"<-.~.--------------+-----------------------+--------------1------<."fliD---l"!CKbEBAl.l.----Cn>_,.__,_,RT_-++---------------------++------------------+-----+-----------------------+---------l ..---~~ 06)00 I .. -21.33' i:""-11--lt\.lr' rl-=============================J===========================================1===========================================r===================:t==11.~0~0%--"~, :11r,:::-=-==;;;----1-1-----------------------+------------t------/-F-\-i_T-t--t_i-W<_~----t-------t-----------------------j-------J 0 i-:-=Q.-----1_6.~0o~·------.----+-i----------------------f_o5_t-= ~~;--------------,-------i-------+-------,-----------------------+----, -si,-t;; o;. I 193.76 TF + ":, + z 20.33' c.cro o~ '· TF w '"d" • a.. / .Qn, CD ~~l,.u ~:::J 11+40.00 I ~ 0 Cf), 0 ;;;; 11+'°.o' ~ ~ SCALE: 79-s:97 " 195.83TF ~«~ ~~ f---------------+----------------------+----------------------+--------------ll'o-.,_~~•~~'P-~fo-=u~w~ALL-+----------------------t------------------~~------11-----------------------, HORIZ: 1"=10' VERT: 1 "=1' A 10+00 12" 6" 111 I I + POST-TENSIONED SLAB----.....____ 6" - • "' g ~ "' i5 :J. z 0 F V) RETAINING WALL PROFILE ._,A "'" ,,.,. A .,.,. ,,.,. A A ,,.,. .,.,. A /" ,...:xv :XX )()( ><XX )(Y Y'-")( V"")()( )< XY Y )( Y )("w' X X X X X X X X X XXXX X XXX X XX .)<,X XX /{, ;:,c,....,.,..,J'XX X x)(:X)( :x )( )( )( )( )( )( ),:x ><xx :xxx :xxx )( )()('il-.,.'I<)( )(Y ")( X X X XX XXXXXX X xxxx xxxX x x ")( X X X x:x:>< ~ /' :x. A .I' )( X ~ :x )( )( X )( X X )( )( ,'\ A )( :x__, X X TOP OF WALL PER PLAN I I ==~~~~=:J=:::'.==i=L1=-26_· _, • 16. 18" I I SLOPE PER PLAN - --1-~~- f -===~~:~~~~;~~~~=~====~==iJ=-..... --W "--coNSTRUCT 6" Pcc CURB I AROUND CATCH BASIN I --~_J ~ TOP OF GRATE PER PLAN 11+00 • .. • •.. "! . •. 12" 6" POST-TENSIONED SLAB~ 6" X 6" -10/10WWM PICKLEBALL COURT V-DITCH SCALE: NOT TO SCALE 2 20+00 SEAT WALL PROFILE TG ELEV. { NOS AREA DRAIN (1212 OR 1280 PER PLAN) 1 , OR APPROVED EQUAL (SEE PLAN) _..___________ I J% MIN. r-t<._ \ FG ..,., ADAPTOR _...,.,,,,.-6" PVC (SCH 40l RISER ~-~ I END OF LINE:-sc--J"-X go· ELBOW "'-~ -'V " AND ADAPTER '-..~ -'°' Wz N <( Cf) ...J a. w IN LINE: 45· BENO IN LINE: 6" PVC (SCH 40l LENGTH VARIES IN LINE: PVC (SCH 40l WYE 1% MIN. INV ELEV. (SEE PLANl CO ELEV. (SEE PLAN) -..._____ 6" - FG I'-""-:-...✓....?>."' I. ------6" PVC SCREW CAP (ON GRADE) _...,.,,,,.-6" PVC (SCH 40l RISER IN LINE: 45' BEND END OF LINE:-.,,~---~-'-'x_r~x, 90' ELBOW AND ADAPTER IN LINE: 6" PVC (SCH 40l LENGTH VARIES IN LINE: PVC (SCH 40l WYE Wz N <( Cf) ...J a. w I \ ~ ',-~-~~---~ , I I ' I I '---I I 1% MIN. INV ELEV. (SEE PLAN) RETAINING WALL ~+:= 11 I I I I I !l ~ gc A I /4 SUBDRAN I I I ~18''X18" CATCH BASIN WITH GALVANIZED STEEL PARKWAY GRATE AND STEEL FRAME. MODEL SHALL BE J&R CONCRETE PRODUCTS MODEL CB1818 OR ENGINEER APPROVED EQUAL a. DC NOJES· a. DC a. ~ 1. REFER TO SHEET C6 FOR ELEVATIONS a. ~ 2. DO NOT GLUE GRATE OR RISER TO PIPE NOTES· 1. REFER TO SHEET C6 FOR ELEVATIONS 2. DO NOT GLUE CAP OR RISER TO PIPE "' 3 ~l_ --~ ~ I I I I •• ,4 • ~/ ' .· .. ·•·1· _.·1, ... . . . • ·~· ~ .. _·, ---=::~ _ __J--l-=d:c--_ _j_ ;',,r J TOP OF FOOTING PER PLAN_/ lRANS. 2 ~-DITCH 26 • \ ;',, JOIN SUBORAIN TO CATCH BASIN TO 6' CURB CONSTRUCT 6" PCC CURB AROUND CATCH BASIN PLAN VEW INVERT PER PLAN_,,/ SECTION A-A ___ I_N_LE_T_DE_T_A_IL ___ G)1 SCALE: NOT TO SCALE / JOIN 12" PVC TO CATCH BASIN /12" PVC SCH. 40 SLOPE PER PLAN 7' CHAIN LINK FENCE Ot-1 3'-...,,_ RETAINING WALL PER DETAIL ..,_ STRUCTURAL DETAILS ON SHEETS C5 ANO C6 X , . --~ :· ·.* f1 RETAINING WALL V-DITCH ~3 ---------;\ V. SCALE: NOT TO SCALE '-..__./ AREA DRAIN ASSEMBLY SCALE: NOT TO SCALE A V /(El GRATE INLET WALL 4" ,-....... __,,,,~~ ~I -I ··-~-.-~ _J_ ---+-"'-' I I---I --(Pl PVC STORM DRAIN PIPE~ x·;2,,r,1_ ::;,-.::::---~'-i;:~- 4• ~DE MORTAR PACK_/ ' '\_CLASS C MORTAR . - CONNECTION TO EXISTING GRATE INLET SCALE: NOT TO SCALE CLEANOUT ASSEMBLY ® -------16 SCALE: NOT TO SCALE 51 '-/ .., --' ;g 0 I 5 C 0 a. I ai :g ~ ~ 0 ~ C 0 -w I 5 C 0 3' w ti j ~ £ _:!., "' C • ~e r--.., -✓ o -"' <X) ,n :i: 0 ~o < "' " r---~ ~f ~.; 0 0 "J, r------------------,---------,----,----,-------------------,----,-=RE~~=E~wE=o~:------,----------------------------7 ~~ a,~ 17~;5:l~ WALL PROFILES AND DRAINAGE DETAILS !; \~~~*~ II ' ---1-----+----------------1-----r=P=ETE-:-::R:::-TA_u_sH,:ER:::-R:-::-:CE:-:--7_90_12--+-s_o_N_I_T_A_C_A_N_Y_O_N_S_P_O_R_T_S_P_A_R_K_P_IC_K_L_E-,B_A_L_L_c_o_u_R_TS----t ~~z !o·_·_ ,, ,_ SENIOR Cl~L ENGINEER , -1,-,:: CIVIi.. ,--.~~ 1," 02/23/18 RECORD DRAWINGS DESIGNED: ORA~: cl ~ : < OF CAl..tiv L..!..,::, JWW/DML JWW/DML i"' a CHECKED: DATE: SHEET OF z ~ Stantec UNDER THE SUPERVISION OF: SIGNATURE ON STAMP 03/10/17 JEFFREY W. ~LKERSON R.C.E. 63466 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED MRH 03/10/17 o "' ~---------------------------------------------------------~----------------~--------~-~---~------------------~---~----~-~~~--------------------~------~"'o C10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5240-S C-8130-2 DETAILS SHEET C6 1 /4" RADIUS AT EDGE OF WALK CONCRETE WALK NATURAL GREY MED. BROOM FINISH PROVIDE 1 " DEEP SCORE JOINTS AT LOCATIONS SHOWN ON PLANS PER SPECIFICATIONS CONCRETE WALK SCALE: NOT TO SCALE CONCRETE MOW CURB FINISH GROUND 1 /2" BELOW SIDEWALK (TURFl 1-1 /2" BELOW SIDEWALK (SHRUBS) 1 /4" RADIUS TYP. NOTES: 1. PROVIDE A 3/4" DEEP SCORE JOINT AT 10' O.C. PCC MOW CURB SCALE: NOT TO SCALE PICKLEBALL NET MODEL SHALL BE PW • PA HERSON WILLIAMS, PICKLEBALL NET MODEL #8354 OR APPROVED EQUAL PICKLEBALL POSTS, MODEL PA HERSON WILLIAM TENNIS/PICKUEBALL #2202-20 (W/ SI IN-GROUND GALVANIZ AP SHALL BE PW:~ S, HEAVY DUTY POSTS, MODEL DE PULLEYlWITH ED SLEEVES OR PROVED EQUAL 8 Et- 8 Et- COURT FINISHED SURFAC ;~ . .. ..• .. -~-.• ':4 4' • .• •. ,d ', • ,d,. .. / • IL 10/C9 FOR_/ . .. ... SEE DETA BLOCK SLEEVE CONCRE OUT DETAIL. r _/ FOR NET P:0/ST TE FOOTING . . / • .. ., . .•. ~-. . . . • .. . ' . . •.. .•. • .,,. _. . . • . . . _4'·.-..,_ • 18" . : . ... --.. • • . . • .... N ' 0 "' : ' ' 0, • ' NET TIE DOWN STRAP, MODEL SHALL BE PW PATTERSON WILLIAMS, NET TIE DOWN STRAP MODEL #8371-30 OR APPROVED EQUAL -~SEE DETAIL 10/C9 FOR • BLOCK OUT DETAIL. ~ ~--. ·,..,.....,, .· I'--.. ◄ •• • ·\ ""'--1 •• • • • ., . . GROUND ANCHOR, MODEL SHALL BE PW w PATTERSON WILLIAMS, GROUND ANCHOR MODEL #8371-20 OR APPROVED EQUAL, GROUND ANCHOR SHALL BE CENTERED BETWEEN NET POSTS PICKLEBALL COURT NET 3 SCALE: NOT TO SCAUE CHAIN LINK FENCE AND GA TE NOTES: 1. ALL FOOTINGS SHALL BE 560-C-3250 CONCRETE. 2. CHAIN LINK FENCE SHALL CONFORM TO SECTION 206-6 OF THE STANDARD SPECIFICATIONS FOR TIHE PUBLIC WORKS CONSTRUCTION UNLESS SPECIFICALLY NOTED ON TIHIS DRAWING. 3. CHAIN LINK FENCE SHALL BE BLACK, 7 MIL TIHERMALLY-FUSED AND BONDED VINYL COATED OVER 9 GAUGE GALVANIZED STEEL CORE FABRIC. POSTS, RAILS, AND FITTINGS SHALL BE GALVANIZED STEEL AND TIHERMALLY-FUSED AND BONDED VINYL COATED (CLASS 2B), 10-14 MIL (COLOR TO MATCH FABRIC). 4. CHAIN LINK FABRIC SHALL HAVE KNUCKLED FINISH ON TOP EDGE AND BOTTOM EDGE. 5. WINDSCREEN SHALL BE BSN SPORTS TUFFY WINDSCREEN SKU 1285598 (HEIGHT PER PLAN, BLACK, WITH GROMMETS AT 12" O.C., ALL FOUR SIDES, AND 7" SELF-LOCK TIE WRAPS) OR APPROVED EQUAL. 12•~ S~_vX v3~1~" vTO~ ~RACE ' , V '>< '>< VV '>< '>< , ·1-->< VV '>< >( X ii X X X X XX XX XX )( X )(xi X )( X X x xxx x x~x )(X XX ._xxx xx;, xx x V V V V ~ )< /v''v''s J ~ 'X X X l< 'If lf X /x" x " > ,<,--2" SQUARE GATE FRAME )c x x x ) x x r-" ~.>1x r, ?-.. A K r- v V v"''\., '"-' 'V V v''\, X V V X •··x Y Y )< X xxxxxx xx xx 2" SQUARE GATE FRAME ✓. 4~ ~N~ :~ST ~ X X X ·or x XlfXX )("I xx xx .l >(XX XXX o.: >(x XXX X ;x: ;1 >( X X X O'"'- xxxxxx XXXXXX 7 1 xx xx~" x X X X X X X X X X X .J X X V' CHAIN LINK FENCE X X X )( X X ;v I I< JI, )( )()(X 0 )( X )(XX X X X X < X X X )( X .10 xx X)( )( X X X X X "' )(_)(Y )( Y)( ( X X -><XXX.XXXX X ) 3" )< >( ;,<. ,A .. ( , "xx HINGE GAP , )< "/,/,/,/'I I.I )( Y )< )( X V )( X X X X )(XX XXX 0,.,_ X X X X X X X < X X HEAVY DUTY ~ ~ HINGE '-) ' A. "-J< Jl ;( X \r--, X X X •·, ot,.,., X X . .: . .• ' 'I"-. -:. ;I ""-sEE DETAIL 101c9 FOR .: ..... •• , ~ BLOCK OUT DETAIL •. ; f-aol-------'-4 '---"-0'--'PE=-N'-"I N.,_,G'---------J,•;.J;t END POST FOO Tl NG FACE TO FACE '• .... 8' BLACK VINYL COATED CHAIN LINK FENCE PEDESTRIAN GATE 4 3' BLACK VINYL COATED CHAIN LINK FENCE PEDESTRIAN GATE 5 r--- 4" (4" OD) CORNER POST GRADE 50, GROUP IC (ASTM F1043) SCALE: NOT TO SCALE SPAN (Sl PER PLAN DOME CAP )(_ X )( )( )(_ 'x 'x 'x )( X: X: )( )( )( X: X SP AN (Sl PER PLAN LOOP CAP )( )( )( )(_ )(_ )( )( 'x )( X ,· 1-%" (1.66" OD) TOP RAIL WITH SLEEVIE CONNECTORS, RAIL ENDS AND BRACE BANDS t,/,./,/v',/'-/'v'-/'"''v',/"V'./'-/V",/,/',/'-')<'1./,./'"''-/'-/'✓,./,, ",''v''v''✓,,A/'v'✓' ✓'-/'IH >- TEN SI ON BANDS :,, ./,/,. (12" OC) :,,-"-/'-/',/'-/'-,"-,/'-/v·,/·,/'-,t V ,/',/'-/'-,',/'-/',/'-/'-,, ... / ... /"V,,/'-_/'-,',/,/',/lv r,/-../',/'-./'-.A./"'s/' s z 0 ,.. . ~'} ·. .•• ...... ; SEE DETAIL 10/C9 FOR BLOCK OUT DETAIL. FOOTING AND EMBEDMENT PER STRUCTURAL DETAILS ON SHEET CB AND C9 °" 0 12 ~ X \'! r5 w °" u 1/1 0 z 3c "' , _l . . ' - , x -<( ::a w u z ~ "' z _J z <C :,:: u . 0 END OF WALL TO FENCE CONNECTION DETAIL SCALE: NOT TO SCALE SCALE: NOT TO SCALE 9/16" HOLES FOR 1 /2" DIA. MECHANICAL EXPANSION ANCHOR W/ 4" EMBEDMENT IN POST-TENSIONED SLAB FACE OF WALL 1 " MAX . NOTES: THREADED PIPE COLLAR W/ 1/4" WELD TO 1 /2"X5" SQ BASE PLATE 2-¼"" (2.875" OD) POST THREADED PIPE COLLAR W/ 1/4" WELD TO 1/2"X5" SQ BASE PLATE 1 /4 POST-TENSIONED SLAB 1 /2" DIA. MECHANICAL EXPANSION ANCHOR W/ 4" EMBEDMENT IN POST-TENSIONED SLAB 1. CONTRACTOR MAY SUBMITTAL ALTERNATIVE DETAILS FOR APPROVAL BY ENGINEER. DETAIL A (A\ ----SC-A-LE_:_N_O_T_T_O_SC_A_L_E __ _____,0) 6 "' 3 .., .., ;z 0 I 5 C 0 a. I ai :g ~ ~ 0 ~ C 0 -w I 5 C 0 3-w ti j ~ £ _:!.- "' C • ~e r--.., -_,., o - " <X) "' :i: 0 ~o < "' " r---~ ~f ~.; 0 0 "J-,-------------------,---------,---,-------,---------------------,-----r,R=E~Vlc::E~WE=D,--:--------,---------------------------------1 ~ ~ "'~ ~ .. Stantec UNDER TIHE SUPERVISION OF: SIGNATURE ON STAMP 03/10/17 JEFFREY W. WILKERSON R.C.E. 63466 DATE "' > " a: "' "' "' C. <- PETER TAUSHER RCE 79012 BONITA CANYON SPORTS PARK PICKLEBALL COURTS ~ $ , ---1-------1----------------------1-----r::-::::-c::SE:-cN=IO,--R_CI_VlrL=E:--:N-::-Gl=N_EE_R_-+ _____________________ -,------------l ~.;; ,_ DESIGNED: DRAWN: :::; ~ 02/23/18 RECORD DRAWINGS NO. DATE DESCRIPTION OF REVISIONS APPROVED JWW/DML JWW/DML " -f-----------1 < '-t-0 CHECKED: DATE: SHEET OF z ~ MRH 03 10 17 o N >--------------------------------------------------------------~-----------------~--------~-->-----~-------------------~---~----~--~~~---------------------~------~"'o C10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5240-S C-8130-2 DETAILS SHEET C7 SPAN (S) PER PLAN I SPAN (S) PER PLAN LOOP CAP RAIL TIES (18" OC) DOME CAP 1-%" (1.66" OD) TOP RAIL WITH SLEEVE CONNECTORS, RAIL ENDS AND BRACE BANDS --,-~---><· v~v g v~v gv~v ~v~;;fv~v~v~'-'~~~7'j;g~~~~~;;fv~~v~~v~v~v~v~v ~v7'v ~v~v g v~v g v:g'i;v gv~v ~v~:j--411 ( 411 OD) CORNER OR TERMINAL POSTS GRADE 50, GROUP IC (ASTM F1043) w u z w LL y: z _J z <( I u . 0 ~ z w w O:'. u (/) 0 z 3: . ClJ w (_) z w LL :,,::: z _J z <( I (_) . 0 LINE POST TIES 4" ( 4" OD) LINE POSTS , (12" OC) ->1Sl(f1K)<)<J(X) GRADE 50, GROUP IC (ASTM F1043) SEE DETAIL 10 /C9 FOR BLOCK OUT DETAIL. ' FOOTING AND EMBEDMENT PER STRUCTURAL DETAILS ON SHEET CB AND C9 TENSION BANDS (12" OC) POST-TENSIONED SLAB ~ 10' BLACK VINYL COATED CHAIN LINK FENCE WITH WINDSCREEN 1 SCALE: NOT TO SCALE SPAN (S) PER PLAN SPAN (S) PER PLAN LOOP CAP 1-%" (1.66" OD) TOP RAIL DOME CAP LINE ( ,7'7',"./'V'-.7'/~b-'C',/ _ 7a11 WI :'-. ;· ... ;· .f .. RAIL TIES (18" OC) WITH SLEEVE CONNECTORS, RAIL ENDS AND BRACE BANDS vvv ''-/'V',_;''-/'-/r'-a'-¾" TRUSS ROD X WITH TENSIONER /'-'''--"""'"",'-/',"-·"-/'-/'-.'""'""~ RACE N S ' SEE DETAIL 10 /C9 FOR BLOCK OUT DETAIL . !'-• ;· ... ;" .• •. : ..... , ~}·;_, FOOTING AND EMBEDMENT PER STRUCTURAL DETAILS ON SHEET CB AND C9 10' BLACK VINYL COATED CHAIN LINK FENCE SCALE: NOT TO SCALE CHAIN LINK FENCE AND GA TE NOTES: 1. ALL FOOTINGS SHALL BE 560-C-3250 CONCRETE. POST-TENSIONED SLAB I 2 SPAN (S) PER PLAN I LOOP CAP RAIL TIES (18" OC) w u z w LL z w y: w z O:'. _J u (/) z 0 <( z I 3: u . . c.o r-- V SPAN (S) PER PLAN 1-%" (1.66" OD) TOP RAIL WITH SLEEVE CONNECTORS, RAIL ENDS AND BRACE BANDS )c:)()( )( DOME CAP 4" ( 4" OD) CORNER OR TERMINAL POSTS GRADE 50, GROUP IC (ASTM F1043) TENSION BANDS (12" OC) EMBEDMENT PER STRUCTURAL DETAILS ON SHEET CB AND C9 7' BLACK VINYL COATED CHAIN LINK FENCE WITH WINDSCREEN ON 3' RETAINING WALL 3 . I") t SCALE: NOT TO SCALE SPAN (S) PER PLAN LOOP CAP RAIL TIES (18" LINE POST TIES (12" OC) BLACK VINYL CHAIN LINK (2" MESH) 1-%" (1.66" OD) BOTTOM RAIL WliH SLEEVI:" CONNECTORS, ><X:X><X:XXX>CD<l:><X RAIL ENDS AND BRACE BANDS . .. . . . . ~ .. , . •·. SEE DETAIL 10/C9 FOR BLOCK OUT DETAIL. SPAN (S) PER PLAN 1-%" (1.66" OD) TOP RAIL WITH SLEEVE CONNECTORS, RAIL ENDS AND BRACE BANDS X X DOME CAP 2-¾" (2.375" OD) CORNER OR TERMINAL POSTS ~--1 TENSION BANDS TENSIONER "i' (12" OC) 1-¼" RACE BAND DEPTH=2'-6" (TYPICAL) POST-TENSIONED SLAB 3' BLACK VINYL COATED CHAIN LINK FENCE SCALE: NOT TO SCALE "' 3 .., .., ~ 0 I 5 C 0 a. I ai :g ~ ~ 0 ~ C 0 -w I 5 C 0 3-w ti j ~ £ _::!., "' C • ~e r--.., -_,.. o - " <X) "' :i: 0 ~o < "' ::, r---~ ~f ~.; 0 0 "J-2. CHAIN LINK FENCE SHALL CONFORM TO SECTION 206-6 OF THE STANDARD SPECIFICATIONS FOR THE PUBLIC WORKS CONSTRUCTION UNLESS SPECIFICALLY NOTED ON THIS DRAWING. r----------------,----------,---,-----,--------------------,----rR~E~~=Ew=E~D:-------,------------------------------, ~ ~ a,~ ~ .. 3. CHAIN LINK FENCE SHALL BE BLACK, 7 MIL THERMALLY-FUSED AND BONDED VINYL COATED OVER 9 GAUGE GALVANIZED STEEL CORE FABRIC. POSTS, RAILS, AND FITTINGS SHALL BE GALVANIZED STEEL AND THERMALLY-FUSED AND BONDED VINYL COATED (CLASS 28), 10-14 MIL (COLOR TO MATCH FABRIC). 4. CHAIN LINK FABRIC SHALL HAVE KNUCKLED FINISH ON TOP EDGE AND BOTTOM EDGE. 5. WINDSCREEN SHALL BE BSN SPORTS TUFFY ~NDSCREEN SKU 1285598 (HEIGHT PER PLAN, BLACK, WITH GROMMETS AT 12" O.C., ALL FOUR SIDES, AND 7" SELF-LOCK TIE WRAPS) OR APPROVED EQUAL. Stantec UNDER THE SUPERVISION OF: SIGNATURE ON STAMP 03/10/17 JEFFREY W. ~LKERSON R.C.E. 63466 DATE "' > " a: ::, "' a_ ~ O> PETER TAUSHER RCE 79012 BONITA CANYON SPORTS PARK PICKLEBALL COURTS ~ $ '--l-----1-------------------1-----1-,~~SE~N~IO_R_C_l~TL~E~N~Gl~NE_E_R_+-----------------------,----------,~~ ,_ DESIGNED: DRA~: :::; ~ 02/23/18 NO. DATE RECORD DRAWINGS DESCRIPTION OF REVISIONS JWW/DML JWW/DML " -f----------1 < '-t-0 APPROVED CHECKED: DATE: SHEET OF z ~ MRH 03 10 17 o " >--------------------------------------------------------~---------------~--------~-~---~-----------------~--~----~-->-->-->--------------------~------~"'o C10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5240-S C-8130-2 RETAINING WALL DETAILS SHEET C8 STRUCTURAL GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO TIHE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. 3. RESOLVE ANY CONFLICTS ON THE DRAWING WITH THE ENGINEER BEFORE PROCEEDING WITH CONSTIRUCTION. 4. THE CONTRACTOR SHALL DETERMINE TIHE LOCATION OF UTILITIES IN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING EXCAVATION. 5. ALL MA TIERIAL AND WORKMANSHIP SHALL CONFORM TO TIHE REQUIREMENTS OF TIHE LATIEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION & THE CBC. 6. THE ENGINEER DOES NOT WARRANT THE ACCURACY OF SCALED DIMENSIONS. ALL DIMENSIONS SHALL BE AS DESIGNATED ON THE DRAWINGS. NO SCALING OF DRAWINGS SHALL BE ALLOWED. REINFORCING STEEL 1. REINFORCEMENT FOR CONCRETIE SHALL CONFORM TO SECTION 201-2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. BAR REINFORCEMENT SHALL CONFORM TO NOTIE NO. 6 BELOW AS FOLLOWS: GRADE 40 FY=40KSI ...... N0.3 BARS & WHERE NOTIED ON PLANS GRADE 60 FY=60KSI ...... N0.4 BARS & LARGER 3. REINFORCING STEEL SHALL BE PROVIDED WITH TIHE FOLLOWING AMOUNTS OF CONCRETIE COVER: FOOTINGS (CONCRETE DEPOSITED AGAINST EARTIH) .............. 3" "CONCRETE SURFACE (FORMED) EXPOSED TO EARTIH OR WEATHER ........................................................................ 2'' COLUMN REINFORCING (INCLUDING COLUMN TIES) ................. 3" 4. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE OR GROUT. 5. UNLESS OTHERWISE NOTED IN DETAILS, FURNISH N0.3 SPACER TIES AT APPROXIMATELY 2'-6" O.C. IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING IN PLACE. 6. UNLESS OTHERWISE NOTED, ALL REINFORCING BARS SHALL BE EPOXY-COATED PER ASTM A775, REINFORCING WIRE SHALL BE EPOXY-COATIED PER ASTM A884, AND PLACEMENT SHALL BE PER ASTM D3963. FOUNDATION 1. SOIL DESIGN PRESSURE = 1,500 PSF 2. BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF 18" BELOW LOWEST ADJACENT GRADE & SHALL BEAR IN COMPETENT SOIL. 3. CHARACTER OF SOIL: "GEOTECHNICAL EVALUATION BONITA CANYON SPORTS PARK PICKLEBALL COURTS, 1990 FORD ROAD, NEWPORT BEACH, CALIFORNIA" BY NINYO & MOORE GEOTECHNICAL & ENVIRONMENTAL CONSULTANTS, PROJECT NO. 209681001, DATED SEPTEMBER 14, 2016. 4. CONSTIRUCTION AT THE SITE SHALL BE IN ACCORDANCE WITH TIHE RECOMMENDATIONS OF THE SOILS REPORT. 5. BEFORE ANY CONCRETIE IS PLACED, EXCAVATIONS SHALL BE CHECKED AND APPROVED BY INSPECTOR TO INSURE COMPLIANCE WITH THE REQUIREMENTS OF THE SOILS REPORT. 6. ALL FILL MATERIAL IS TO BE COMPACTIED TO 90% OF MAXIMUM DENSITY. INSPECTION IS REQUIRED DURING FILL AND COMPACTION. TYPICAL ABBREVIATIONS ABV ABOVIE ¢ DIAMETIER ADD'L ADDITIONAL DIM. DIMENSION AHO AHEAD DO DITTO ~~tH'L ~~t~tlft!tuRAL DBL. DOUBLE DN. DOWN A.S. ~~DSHOWN DRWGS. DRAWINGS & @ AT EA. EACH BK BACK E.F. EACH FACE BM. BEAM E.J. EXP. JOINT BLW. BELOW ELEV. ELEVATION 8.0. BY OTIHERS EQ. EQUAL BOT. BOTTOM ~~ UIP. EQUIPMENT E TOR EXIST'G EXISTING CANT'L CANTILEVIER C.I.P. CAST IN PLACE EXTERIOR CL or (i:_ CENTERLINE E.W. EACH WAY E-W EAST WEST CLR. CLEAR FT. FEET~FOOT COL. COLUMN FIN. FINIS CONC. CONCRETIE FLR. FLOOR CMU CONC MASONRY UNIT FTG. FOOTING CONN. CONNECTION FDN. FOUNDATION CONST. CONSTRUCTION F.G. FINISHED GRADE C.J. CONST. JOINT CONT. CONTINUOUS GA. GAUGE CONTIR. CONTRACTOR GRD GRADE DTIL. DETAIL H HEIGHT DIA. DIAMETIER HK HOOK HORIZ. I.F. LOL LLH LLV MANF MAX M.B. MIN MTIL ~NJM. N.T.S. NO. N-S O.C. O.F., OPN G OPP. SJ- PERP. P.S.I. P.S.F. RC RAD. REINFORCED CONCRETE 1. CONCRETE SHALL CONFORM TO SECTION 201 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTIRUCTION. 2. PLACING OF REINFORCEMENT SHALL CONFORM TO SECTION 303-1.7, PLACEMENT OF REINFORCEMENT, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. 3. CEMENT SHALL CONFORM TO ASTM C-150, TYPE II/V. 4. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4,500 PSI, (CLASS 658-CME-4500), CORRESPONDING TO MODERATIE EXPOSURE IDENTIFIED IN TIHE GEOTIECHNICAL EVALUATION. 5. THE MAXIMUM SLUMP SHALL NOT EXCEED 4". MAX WATER/CEMENT RATIO SHALL NOT EXCEED 0.45 6. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF BAR UNLESS OTIHERWISE SHOWN. 7. CONCRETE DIMENSIONS SHALL BE MEASURE HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO THE CENTERLINE ON THE PLAN EXCEPT AS OTHERWISE SHOWN. 8. ALL BAR BENDS AND HOOKS SHALL CONFORM TO SECTION 201-2, REINFORCEMENT FOR CONCRETE, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. 9. PROJECTING CORNERS OF SLABS, BEAMS, COLUMNS, WALLS, ETC. SHALL BE FORMED WITH A 3/4" CHAMFER UNLESS NOTIED OTIHERWISE. 10. ALL REINFORCING STIEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION, AND APPROVED BY THE INSPECTOR PRIOR TO THE POURING OF ANY CONCRETIE. 11. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTIED OTHER THAN SHOWN ON THE DRAWING WITIHOUT APPROVAL OF THE ENGINEER. NO MORE THAN 2 SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL BAR BETWEEN TIRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. 12. ALL REINFORCEMENT SHALL BE LAPPED TO PROVIDE A CLASS B SPLICE, U.N.O., PER ACI SECTION 12.15. 13. LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY INDICATED ON TIHE DRAWINGS SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING REINFORCING STEEL. 14. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVIERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTIERLINE OF CONSTRUCTION. 15. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE 1-1 INCHES FROM TIHE CONCRETE SURFACES UNLESS OTIHERWISE SHOWN ON THE STRUCTURAL DETAILS. 16. IMMEDIATELY AFTIER STRIPPING FORMS, PATCH MINOR DEFECTS, FORM-TIE HOLES AND HONEYCOMBED AREAS BEFORE CONCRETIE IS THOROUGHLY DRY. REMOVE LEDGES AND BULGES. REPAIR GRAVIEL POCKETS BY CUTTING OUT TO SOLID SURFACE, FORM KEY, AND THOROUGHLY WET BEFORE PLACING PATCHING MORTAR CONSISTING OF 1 PART CEMENT TO 2 PARTS FINE SAND; COMPACT INTO PLACE AND NEATLY FINISH TO MATCH SURROUNDING SURFACE. GROUT OR FILL SURFACES TO PRODUCE LEVEL, TRUE PLANES. 17. ALL CONCRETE SHALL BE THOROUGHLY CONSOLI DA TIED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT AND EMBEDDED FIXTURES AND INTO CORNERS OF FORMS. HORIZONTAL REltjF. REINFORCING INSIDE FACE REQ D REQUIRED LAY OUT LINE SCHD'L SCHEDULE LONG LEG HORIZ. SIM. SIMILAR LONG LEG VERT. s SPACING MANUFACTURER SPEC. SPECIFICATIONS MAXIMUM ~~· ~9~1~rtss STEEL MACHINE BOLT MINIMUM STD. STANDARD METAL STL STEEL STIRUCT. STRUCTURAL/STIRUCTILRE NEW T & B TOP & BOTTOM NOMINAL THK. TIHICK NOT TO SCALE T.O.C. TOP OF CONCRETIE NUMBER TFW TOP OF FLOODWALL NORTH SOUTH TRW TOP OF RETAINING WALL ON CENTER TOF, TF TOP OF FOOTING OUTSIDE FACE TOW, TW TOP OF WALL OPENING TYP TYPICAL OPPOSITE UBC OUTSIDE DIAMETIER UNIFORM BUILDING CODE OVER U.N.O. UNLESS NOTIED OTIHERWISE P ERPEN DI CU LAR VERT VERTICAL POUNDS PER SQ INCH W.W.F. WELDED WIRE FABRIC POUNDS PER SQ FOOT ~1/o WITH REINFORCED CONCRETE WITHOUT RADIUS WSEL WATER SURFACE ELEVATION REINFORCED CONCRETE MASONRY 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. MASONRY CONSTIRUCTION SHALL CONFORM TO SECTION 303-4, MASONRY CONSTRUCTION, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTIRUCTION. FILL ALL CELLS WITIH GROUT UNLESS NOTED OTHERWISE ON PLANS. CONCRETE BLOCK UNITS MAY BE 4", 6" OR 8" NOMINAL HEIGHT. NO STIRUCTURE SHALL BE BACKFILLED UNTIL ULTIMA TIE STRENGTIH OF CONCRETE AND CONCRETE GROUT IS REACHED. ALL MASONRY MATIERIALS INCLUDING MASONRY UNITS, PORTLAND CEMENT MORTAR, AND GROUT SHALL CONFORM TO SECTION 202-2, MASONRY MA TIERIALS, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS OR 2'-0" MIN. (WHICHEVER IS GREATER) AT ALL SPLICES UNLESS NOTED OTHERWISE. ALL BLOCKS SHALL BE LAID TO MAINTAIN VIERTICAL CONTINUITY OF THE CELLS TO BE FILLED SUCH THAT THERE IS A CONTINUOUS UNOBSTIRUCTIED VIERTICAL CELL MEASURING NOT LESS THAN 2"X3". BLOCK SHALL BE LAID IN RUNNING BOND. VERTICAL REINFORCEMENT TO BE HELD IN PLACE AT TOP, BOTTOM, AND AT INTIERVALS NOT EXCEEDING 192 BAR DIAMETIERS. NO REVISIONS SHALL BE MADE WITHOUT PRIOR APPROVAL FOR TIHE ENGINEER. MORTAR SHALL BE TYPE 'S' AND SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO BY VOLUMES OF 1 PART MORTAR CEMENT, 1 /2 PART HYDRATED LIME (TYPE S), 4-½ PARTS SAND AND SHALL CONFORM TO ASTIM C270, LA iEST RE~SION. 11. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN TIHE RATIO BY VOLUMES OF 1 PART CEMENT, 3 PARTS SAND, AND 2 PARTS PEA GRAVEL. GROUT SHALL ATTAIN A MINIMUM OF ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2000 PSI. 12. REINFORCING STIEEL SHALL CONFORM TO NOTIE NO. 6 UNDER "REINFORCING STIEEL", GRADE 60 FOR ALL SIZES. 13. ALL BOTTOM OF FOOTINGS SHALL BE 18" MINIMUM BELOW LOWEST ADJACENT GRADE. 14. PLACE WALL EXPANSION JOINTS AT ALL ANGLE POINTS, BC, EC AND AT A MAXIMUM 40' O.C. ALONG STRAIGHT OR CURVED WALL. 15. WATERPROOF BACK OF ALL THE RETAINING WALLS W/MULTICOAT SLATEX BY MULTICOAT PRODUCTS PER MANUFACTURER'S SPECIFICATIONS. GEOTECHNICAL DATA ACTIVE EFP (LEVEL) = 37 pcf ACTIVE EFP (2: 1 ASCEND) = 57 pcf PASSIVE EFP (LEVEL) = 250 pct PASSIVIE EFP (2: 1 DESCEND) = 90 pct (PASSIVE RESISTANCE INCREASED BY ):\ FOR SHORT TERM) MAX FOUNDATION PRESSURE = 1,500 psf WIND/SEISMIC FDN PRESSURE = 2,000 psf ():\ INCREASE FOR SHORT TERM) Sos=1.08 Fp= 0.4 Sos •1 •w = 0.4 w FOOTING SOIL FRICTION = 0.30 FOR ADDITIONAL INFORMATION AND GEOTIECHNICAL PARAMETERS NOT SHOWIN REFER TO PROJECT GEOTECHNICAL INVIESTIGATION. FLAG POLE FDN RECOMMENDED DIA. = PASSIVIE EFP (LEVIEL) = ISOLATION FACTOR = 16" MIN 150 pcf 2.0 * D (D = DIA. FLAG POLE FON) ALLOW END BEARING = (+1/3 FOR SHORT TERM LOADS WIND/SEISMIC) 2,000 psf TOTAL LATERAL RESISTANCE = ( +1/3 FOR SHORT TERM LOADS WIND/SEISMIC) 150 * 2 * 1.33 = 400 pcf NOTE: 1. PLACE EXPANSION JOINTS AT 40' O.C. MAX 2. SPECIAL INSPECTION REQUIRED 3. GROUT ALL CELLS, U.N.O. DESIGN DATA STEM WALLS -2013 CBC LOAD FACTORS DEAD LOAD: CONCRETE DENSITY, w = 150 pcf SOIL DENSITY DRY, w = 120 pcf CONCRETE: (ULTIMATIE STIRENGTH DESIGN) f'c = 4,500 psi ¢ FLEXURE = 0.9 fy = 60,000 psi ¢ SHEAR = 0.85 SHEAR AND BOND STRESSES PER ACI 318 MASONRY (LRFD) fm = 1,500 psi fy = 60,000 psi ¢ FLEXURE = 0. 9 ¢ SHEAR = 0.8 SPECIAL INSPECTION REQUIRED GROUT ALL CELLS, U.N.O. RETAINING WALL DESIGN PARAMETERS A '--._/ N.T.S. SPECIAL INSPECTIONS: 1. ALL INSPECTION AND TIESTS SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY LISTIED, APPROVED, AND RETAINED BY THE ENGINEER. TIHE SPECIAL DEPUTY INSPECTOR SHALL BE REGISTERED AND CERTIFIED IN TIHE REQUIRED FIELDS. 2. COPIES OF ALL TEST RESULTS SHALL BE FURNISHED TO THE PROJECT SUPERINTENDENT, THE ENGINEER, AND THE ENGINEER OF RECORD, AND BE AVAILABLE AT THE JOB SITE. 3. FINAL REPORTS FOR ALL INSPECTIONS AND TESTING MUST BE PROVIDED, FINAL REPORTS SHALL DOCUMENT COMPLETION OF ALL INSPECTIONS AND CORRECTION OF ALL NOTIED DISCREPANCIES. 4. THE DUTIES OF SPECIAL INSPECTOR SHALL BE IN CONFORMANCE WITH TIHE REQUIREMENTS OF SECTION 1704 OF THE CALIFORNIA BUILDING CODE. 5. PREMA TILRE NOTIFICATION OF ANY INSPECTION SHALL RESULT IN ADDITIONAL VISITS WITIH ALL EXPENSES AT CONTRACTOR'S EXPENSE. 6. CONTRACTOR SHALL PROVIDE 72-HR MINIMUM NOTICE WHEN REQUESTING SPECIAL INSPECTIONS. FAILURE OF NOTIFICATION BY THE CONTRACTOR FOR INSPECTION ON A TIMELY BASIS MAY RESULT IN COMPLETE REMOVAL AND REPLACEMENT OF ALL WORK PERFORMED AT TIHE CONTRACTOR'S EXPENSE. 7. SITE VISITS BY THE STRUCTILRAL ENGINEER OF RECORD DO NOT CONSTITUTIE A SPECIAL INSPECTION AS DEFINED HEREIN. 8. SPECIAL INSPECTION IS REQUIRED FOR: Cf) ::, 0 u ::, z Cl F 0 z fr'. 0 w u o._ X X X X Cf) ::, 0 u ::, -z Cl F 0 z fr'. 0 w u o._ X Cf) ::, 0 u ::, z Cl F 0 -z fr'. 0 w u o._ X X X X X X Cf) ::, 0 u ::, -z 0 F 0 -z fr'. 0 w u o._ X X X X X X SOIL & PAD PREPARATION LOCATIONS: 1. EXCAVATIONS FOR RETAINING WALLS 1. VERIFY MATIERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVIE THE DESIGN BEARING CAPACITY. 2. VIERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. 3. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL 4. PRIOR TO PLACEMENT OF CONTROLLED FILL OBSERVE SUBGRADE, AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. REINFORCING STEEL LOCATIONS: 1. RETAINING WALL CONSTIRUCTION 2. SCREEN WALL CONSTRUCTION 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT. MASONRY CONSTRUCTION LOCATIONS: 1. RETAINING WALL CONSTIRUCTION 2. SCREEN WALL CONSTRUCTION 1. VERIFY/CONFIRM PREMIXED MORTAR GROUT 2. VERIFY SPECIFICATIONS FOR SIZE/TYPE OF MASONRY UNITS & REINF DETAILS. 3. PLACEMENT OF MASONRY UNITS & CONSTRUCTION OF MASONRY JOINTS. 4. PLACEMENT OF REINFORCEMENTS. 5. VIERIFY CLEANOUTS, GROUT SPACE CLEARANCES, CLEANLINESS & MORTAR PROJECTIONS. 6. VIERIFY GROUT PLACEMENT. CONCRETE CONSTRUCTION LOCATIONS: 1. RETAINING WALL CONSTIRUCTION 2. SCREEN WALL CONSTRUCTION 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT. 2. VIERIFYING USE OF REQUIRED MIX DESIGN. 3. AT TIHE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STIRENGTIH TESTS, SLUMP TEST, AIR CONTIENT, & TEMPERATURE 4. INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. 5. INSPECTION OF MAINTENANCE OF SPECIFIED CURING TEMPERATURE & TECHNIQUES. 6. INSPECTION OF FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE MEMBER BEING FORMED. ~ .., .ii m :g I 0 C 0 a. I iii l!l ii] r-- ~ ti -C 2 m I 0 C 0 J, ~ iE I -ti ti J "' ~ ~~ r--.., o C N <XI "' I o ~5 < "' ::, r--~ ii;l ~ -.;-"' .,, 6 ti c:, ;!-,--------------------,---------,---,------r----------------------,r----,-===--------,---------------------------------1 ~ ~ REVIEWED: < o ffi _::!. /~ES.Sir~ ~ > #/X~$/4~0, ·~ ~::, rl ~ ~ "Ji'~ PETIER TAUSHER RCE 79012 BONITA CANYON SPORTS PARK PICKLEBALL couRTs ! ~ * o. ,~I• * 1-----l--------11------------------------1------G=;;;S:;:;EN;:;10:;:-R_C_IV,IL;:;;E:;-;N~G-;:;IN:--EE_R_-+ _____________________ T ______ -----j ~ t SIGNATURE ON STAMP 03/10/17 .s-,,_ CiV o«--~" ffi 02/23/18 RECORD DRAWINGS DESIG~~/DML DRA~WW/DML '---------I ~ ~ l' OF'cALfi , t-o L ____________________________________________________________ _j__D_AN_I_EL_J._H_A_Y_Es ___ R_.c_.E_._6_3_13_2 ____ D_A_TE_L_ ________ .L_N_o_.--L. __ D_AT_E _ _j__DE_s_c_RI_PTI_O_N_O_FR_Ev_Is_Io_N_s ___________ _j_A_P_P_R_o~_D.J_c_HE_c_K_ED_:~M~R~H"-D-AT_E~:0~3-'-'-'/10~1/~17'-'-----------------------~s_HE_E_T ___ o_F __ ~~~ Stantec UNDER TIHE SUPERVISION OF: C10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5240-S C-8130-2 RETAINING WALL DETAILS SHEET C9 NOTE: SECTIONS 1 & 2 INDICATIE MAX RETIENTION. SEE PROFILE FOR FG FRONT & BACK. NOTE: SPECIAL INSPECTION IS REQUIRED FOR CMU CONSTRUCTION, U.N.O. SEE NOTES ON SHEET C8. NOTE: ALL REINFORCING STIEEL SHALL BE EPOXY-COATED PER REINFORCING STEEL NOTIE 6. NOTIE: SPLIT FACE BLOCK AND MORTAR COLOR SHALL MATCH THE EXISTING RESTIROOM BLOCK WALL. BLOCKS SHALL BE ORCO OR ENGINEER APPROVED EQUAL. #4 TOP BAR, TYP #4@16" CTIR STD HK BTM #4@24" f EXP JT MAT'L BETWEEN PT SLAB & RET WALL PT SLAB & SUBGRADE PREP PER STR DETAIL BY OTHERS NOTIE: NOTIE: PROVIDE WATERPROOFING MEMBRANE PER REINF. CONC. MASONRY NOTE 15. PROVIDE OKON PLUGGER WA TIER REPELLANT SEALER AND GCP 1000 TOP COAT (OR ENGINEER APPROVED EQUALS) FOR ANTI-GRAFFITI COATING ON WALL PER SPECIFICATIONS. _J 0 _J CL FENCE POST WHERE OCCURS SEE CONNECTION DETAIL HEREON .z WA TIERPROOFING, TYP Ci:: ::;c <( V-DITCH > ' TW co SEE PROFILE V-DITCH FS SEE PROFILE CONT SUBDRAIN PER DETAIL A HEREON & X WHERE OCCURS PER <( ::;c CIVIL DWGS (NOT REQ'D • -:..-WHEN DIFF. BKFL < 12") st I ' ei:: n N _J u .. . .. . ,'• ·. . ...... I• • •- I #4@16" o.c. (6EA)#4 BARS A.S. W/ STD HK A.S. 4'-o" ~ e-::, 0 a:: X c.o <( 0 ::;c _J 'o 0 (/) I ::, + ::s u 'ix, ~ NOTE: SPLIT FACE BLOCK AND MORTAR COLOR SHALL MATCH TIHE EXISTING RESTROOM BLOCK WALL. BLOCKS SHALL BE ORCO OR ENGINEER APPROVED EQUAL. #4 TOP BAR, TYP #4@16" CTR STID HK BTM #4@24" t EXP JT MAT'L BETWEEN EXISTING SLAB & RET WALL EXISTING CANOPY PCC SLAB NOTE: NOTIE: PROVIDE WA TIER PROOFING MEMBRANE PER REINF. CONC. MASONRY NOTE 15. PROVIDE OKON PLUGGER WATER REPELLANT SEALER AND GCP 1000 TOP COAT (OR ENGINEER APPROVED EQUALS) FOR ANTI-GRAFFITI COATING ON WALL PER SPECIFICATIONS. _J 0 _J WATERPROOFING, TYP SEE PROFILE CONT SUBDRAIN PER DETAIL A HEREON & WHERE OCCURS PER CIVIL DWGS (NOT REQ'D WHEN DIFF. BKFL < 12") llF SEE PROFILE : X <( ::;c #4@16" o.c. (5EA)#4 BARS A.S. 3'-o" W/ STD HK A.S. -;::::-::, 0 "' X '-' <( 0 2 ::J = ~ co I • " ::, st "" u NOTIE: POLE FTG @ THICKENED PT SLAB SHOWN. POLE FTG @ UNTIHICKENED PT SLAB LOCS SIMILAR. ' 0 Ix a<( ~::;c II I • • 0 <D I I int-'1 . ' z <D-rr,::;; . O·. :;: . U .:·, • . ~ . 16"¢ TYP SECTION 3" CLR MIN kJ W8 WIRE SPIRAL REINF @ 12" PITCH, TYP #4 VERT BARS A.S. (6 TOT) FENCE POST PER FENCING DETAILS HEREON. BLOCK OUT PER DETAIL 10 ON THIS SHEET. PT SLAB, PERIMETIER SECTION, BLOCKOUT, & SUBGRADE PREP PER STR DETAIL BY OTHERS 2 LAYERS OF 10 MIL POL YETIHYLENE SHEETING 0 / POLE FTG, TYP (2 TOT) W8 SPIRALS WITHIN TOP 5 INCHES, TYP #4 VERT BARS (6 TOT) W8 WIRE SPIRAL REINF @ 12" PITCH, TYP NOTE(S): 1. SEE GENERAL NOTES AND SPECIFICATIONS FOR ADD'L INFO. 2. PA\i1NG WHERE OCCURS SHALL BE PLACED TIGHT COMPLETIEL Y AROUND POLIE FOOTING. 3. PLACE CONCRETE AGAINST UNDISTURBED OR COMPACTED (95% MIN) EARTH. 4. LAPPED SPLICES IN SPIRAL REINF SHALL BE LAPPED AT LEAST 80 \\1RE DIAMETERS. SPIRAL REINF AT SPLICES AND AT ENDS SHALL BE D 2 4d 2 1/2" MIN ', ,,. ... ---... , ' , ' ' I ' \ I \ \ I \ + I + I I N I I I \ I I 0 \ , ' / ', d BEND DIAMETER SCHEDULE BAR SIZE BEND DIA. #3 THRU #8 D = 6d #9 THRU #11 D = 8d #14 THRU #18 D = 10d SEE TYPE A ABOVE 1 11 1/2d CLR OR 1 1/2" MIN OR b MAY BE IN C~NTACT IF WIRED --~11 6 NOTE: BEND NOT REQ'D WHERE WHERE BARS BARS LIE ADJACENT TO EA. OCCUR IN SAME OTHER PLANE \ + 1 I \ I \ I ,... .," ... ___ ... 135" STIRRUP & TIE HOOK BEND DIAMETER BAR SIZE #3 THRU #5 D/26d FOR #3 TO #5 It It It l 112d,,FOR #6 lTO #8 ' \ + 1 I \ I ' I ' , ... ... ___ ...... 90" STIRRUP & TIE HOOK SCHEDULE BEND DIA. D = 4d N 0 cl N 2 VERT BARS, TYP l INTERSECTION BARS SHALL MATCH HORIZ. 2'-0" MIN WALL REINF. TYP. ~ Ht----h.L--/--1-----4 I TYP. I CLASS B LAP SPLICE • -.. "' I - 2 VERT _j BARS, TYP // • A ' CLASS B 2' O" MIN - .. LAP SPLICE TYP • -- 1 ' PLAN VIEW: SINGLE BAR PLAN VIEW: MULTIPLE BARS BAR SIZE LAP #4 24" • - .. " ~. • ;,., 1 VERT 1 VERT _/ ' - BAR, TYP BAR, TYP ' V LAP LAP (2) #5 BAR @ INTERSECTION U.N.O. ON PLAN (2) #5 CORNER U.N.O. ON PLAN ALT: DIRECTION OF HOOK IN WALL ,· ·_. INTERSECTION JQ.,\,,!'J. LAP CORNER LAP (2) #5 BAR @ INTERSECTION U.N.O. ON PLAN (2) #5 CORNER U.N.O. ON PLAN vl"'l~'-EXTEND HOOKED BARS TO FAR H< 4'-0" SCREEN WALL W/ H<4'-8" SCREEN WALL W/ TIERMINATED WITH A 135" HOOK W/ A 6" TAIL HOOKED AROUND LONGIT BAR. #6 THRU #8 D = 6d NOTE: ALL BENDS SHALL BE MADE COLD d = BAR DIAMETER #5 30" SIDE OF BLOCK, TYP. #6 35" Hr=3'-4" MAX RETENTION W/ SPREAD -~-~--~_S_EC_TI_ON_(~LE_V_EL_B_A_CK_FL_L_) --____,0 Hr=4' MAX RETENTION W / SPREAD -~-~--~_S_EC_TI_ON_(LE_V_EL_B_A_CK_FI_LL~) --___,0 -J;-_f_F_E_NC~E_P~O~L_E _FO~O~T_IN~G_D_E_TA_IL_-----<0 -J;-_f~IC~A_L _R_EI_NF_. _B_AR_BE_N_D~S---0 INTERSECTION CORNER -J;-_f-· _BL~O~C_K _R_EIN_F~O_RC~E_M_EN_T ___ ---10 POLE 0.D.+6" BLOCKOUT • • ■ •• • • FENCE POST OR GROUND ANCHOR WRAP POLE W/ f EXP JT MA T'L & BACKFILL BLOCKOUT W/ NON-SHRINK GROUT AFTIER POST TIENSION WORK COMPLETED POST TIENSION SLAB POST OR GROUND ANCHOR FOUNDATION i!i • I " ~ :!: NOTE: PROv1DE OKON PLUGGER WATER REPELLANT SEALER AND GCP 1000 TOP COAT (OR ENGINEER APPROVED EQUALS) FOR ANTI-GRAFFITI COATING ON WALL PER SPECIFICATIONS. RETAINING WALL FINISHED GRADE WALL FOOTING --- *BASED ON ASTM D1557 --------■ ■------... ' ' ' ' ' I ; ' ' ' ' SOIL BACKFILL COMPACTED TO 90% RELATIVE COMPACTION .. 3/4-INCH OPEN-GRADED GRAVEL WRAPPED IN AN APPROVED GEOFABRIC. ..,. 1 2 INCHES .. • i;l ! t--1-GE0FABR IC MIRAFI 140N OR ENGINEER APPROVED EQUAL Q •-• • • •"""••""'•rt-,3-,INCHES t 4-INCH-DIAMETER PERFORATED SCHEDULE 40 PVC PIPE OR EQUIVALENT INSTALLED WITH PERFORATIONS DOWN; 1% GRADIENT OR MORE TO A SUITABLE OUTLET UNLESS OTHERWISE SHO\\N ~ NOTE: ASAN ALTERNATIVE, AN APPROVED GEOCOMPOSITE DRAIN SYSTEM MAY BE USED. ,f--------------------------------1 I l(in90&1ft.Oore RETAINING WALL DRAINAGE DETAIL 8 PROJECT NO. DATE i t---2-09-68-10-01 ____ 9_116 __ _ BONITA CANYON SPORTS PARK PICKLEBALL COURTS 1990 FORD ROAD NEWPORT BEACH, CALIFORNIA -~~-.J-AI_NI_NG_W_A_LL_D_R_A_INA_G_E_D_E_T_AIL_-----<0 FIGURE 4 ' i SECTION LOL t EXP JOINT PER PROFILE AND® rt-=- 24" N-+",.__#4 j 11112" #4@12" (TYP) _lJ FTG REINF. NOT SHOWN FOR CLARITY. SEE TYPICAL SECTION HEREON SECTION 12" FOR STEP HEIGHTS LESS THAN OR EQUA TO 4'-0" • ' " i LOL ' ' PLAN VIEW L EXPANSION AT 20' OC ·;· ·'..: ~ ,:_-,_r. ~---·••.:•---::· ·• .~t •• h J,. •· FULL HEIGHT VERT BAR EA SIDE OF JT 1/2" TO MATCH VERT WALL REINF. JOINT SEALANT BOTH SIDES AND TOP OF WALL BACKER ROD PREMOLDED EXP JT FILLER . ' -: t·. :-~-:-· ,: 0 , • H ,. , .,_ -••· TERMINATE HORIZONTAL STEEL AT EXPANSION JOINT NOTES: 1. GROUT ALL CELLS SHOWN. IF PARTIAL GROUTING SPECIFIED, THEN FILL CELLS WITH VERT REINF AND BOND BEAMS ONLY. 2. FOUNDATION REINF TO BE CONTINUOUS BELOW JOINT. ---8 EXPANSION JOINT 0 N.T.S. TYP (i_ SECTION POLE PLAN _J 0 _J REINF PER -"--=i TYP SECTION 5'-0" MIN EXP JT FULL HT BAR EA SIDE OF BLOCK OUT FOR POLE CUT TOP BAR AT BLOCK OUT FOR FENCE POLE #4 TOP BARS 4' -0" LONG CTR'D ON POLE (1EA SIDE, 2TOT) TW SEE PROFILE FG TYP SECTION 24" MIN EMBEDMENT BACKFILL ANNULAR SPACE W/ NON-SHRINK GROUT NOTE: 2'-6- PROVIDE #4 = TOP BAR AT END POST LOCATIONS ~ .., ~ 0 I 5 C 0 a. I ai :g ~ ~ 0 ~ C 0 -w I 5 C 0 3-w ti j ~ £ ,:!-- "' C • ~e ,._ .., -~?~_;_E_T~O~C~M~U~C~O_NN_E~C_Tl~ON_DE_T_A_IL_---lfg\ ;1 -~P-.s-?_T_IN_G_S_T_E_P_D_ET_A_I_L ___ __,07 f---------------v--li t "J-r----'----------------,----------,-----,----,-------------'----------,-----,-=RE~v1=E~WE=D~:------,-----'-------------------------7 ~ ~ a,~ ~ ., Stantec UNDER TIHE SUPERVISION OF: SIGNATILRE ON STAMP 03/10/17 DANIEL J. HAYES R.C.E. 63132 DATE "' > " a: " "' [l_ "' "' PETIER TAUSHER RCE 79012 BONITA CANYON SPORTS PARK PICKLEBALL COURTS ~ $ '---1-----1--------------------+----lr==SE~N~IO_R_C_l~,L~E~N~G~IN~EE_R_-+--------------------,--------7 ~~ >--DESIGNED: ORA~: :::; ~ JWW/DML JWW/DML " -f---------1 <' t-0 CHECKED: DATE: SHEET OF z ~ ffi 02/23/18 RECORD DRAWINGS NO. DATE DESCRIPTION OF REVISIONS APPROVED MRH 03 10 17 o N >------------------------------------------------------------'-----------------~---------'---~-----'---------------------'-----'------~-~~--'---------------------~------~"'o C10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5240-S C-8130-2 EROSION CONTROL PLAN I I I I xi I I I xi I I I xi I I xi I I I xi I I I ~ ~ X L_t x: ----+1--~t i~ I I I -----==--=2!l,l; - - -ij~I---- -~I------~ ____,__...----- C, ' ,_, ------Jli!,;:-'-- -___...,. - -..:.: ~ - - ----------~- --- -----IRR X X X x , X I IRR X X D_X ----<R :-\ X --<RR-~ IRR- i \ X \ X X X . - -•!;!•;:_ --------- - -....::..::...,_ - - -___...,. '.,!!•_ -___...,. - -.::.-,.,___.. --~· - - -_____,.... - - ------.-=--~ - - -___...,. - - -- 60 ---fRFi ---- X ~ X X - -------------_ ___...,. --- ---, .. ,_ 'os - ( 0 \ / ( \ '- ,.---" " 0 1 / '--__,,, ---so __ _ CONSTRUCTION NOTES @ INSTALL FIBER ROLLS PER CASQA BMP HANDBOOK, DETAIL SE-5. @ INSTALL GRAVEL BAG BERM PER CASQA BMP HANDBOOK, DETAIL SE-6. @ INSTALL STORM DRAIN INLET PROTECTION PER CASQA BMP HANDBOOK, DETAIL SE-10. @ INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CASQA BMP HANDBOOK, DETAIL TC-1. GRAPHIC SCALE 10 0 10 30 SCALE: 1'' = 1 O' "' ~ " g 0 ' 5 C 0 a. I ai :g ~ ~ 0 ~ C 0 -w I 5 C 0 3-w ti j ~ £ _:!,, "' C -. ~e r--" _ _,, o - " <X) "' :i: 0 ~o < "' " r---~ ~f ~.; 0 0 "J-,--------------------,---------,---,---------,----------------------,------r,R=E~~c::E~WE=D,--:--------,---------------------------------1 ~ ~ a,~ ~ .. Stantec UNDER TIHE SUPERVISION OF: SIGNATLRE ON STAMP 03/10/17 JEFFREY W. WILKERSON R.C,E. 63466 DATE "' > " a: ::, "' a_ ~ " PETER TAUSHER RCE 79012 BONITA CANYON SPORTS PARK PICKLEBALL COURTS ~ g , ---1--------1----------------------1------r::-::::-c::SE:-cN=IO,--R_Cl_~rL=E:--:N-::-Gl=N_EE_R_-+----------------------,-------------l ~.;; """ DESIGNED: DRAWN: :::; ~ 02/23/18 RECORD DRAWINGS NO. DATE DESCRIPTION OF REVISIONS APPROVED JWW/DML JWW/DML " -f-----------1 < " t-0 CHECKED: DATE: SHEETC1 QoF z ~ MRH 03 10 17 o " >--------------------------------------------------------------~-----------------~--------~-->-----~-------------------~---~----~--~~~---------------------~------~"'o XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IR R IR R IR R IRR IRR IRR IRR IR R IR R IR R IR R IR R IR R IR R IR R IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR I R R I R R IR R IR R IR R IR R IR RIRRIRRIRRIRRIRRIRR IRR IRR IRR IRR IRR IR R IR R IRR IRR IRR IRRIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRR XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 1" 1" 1" 1-1/4"1-1/2" 1-1/4" 2"2" 1"1" 1-1/2" 3" 2" 1"1" 1" 1" 1-1/4"1-1/2" 1-1/2" 2" 1-1/4" 1-1/4" 1-1/4" 2" 1" 1-1/4" 1" L4 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5240-S C-8130-2 IRRIGATION PLAN NOTE 1. REFER TO SHEET L-2 FOR IRRIGATION NOTES, LEGEND AND DETAILS. EXISTING 6" RECLAIMED WATER MAINLINE RELOCATED BETWEEN FENCE AND WALL L-1 L I M I T O F W O R K LIMIT OF WORK LIM I T O F W O R K S-3 2" 34 SHRUBS-5 2" 88 TURF NOTE: CONNECT SHRUB SPRAY SYSTEM TO EXISTING TURF REMOTE CONTROL VALVE S-3. EXISTING GPM: 82 PROPOSED GPM: 30 NOTE: CONNECT TURF SPRAY SYSTEM TO EXISTING TURF REMOTE CONTROL VALVE S-5. EXISTING GPM: 81 PROPOSED GPM: 97.7 2" SLEEVE EXISTING IRRIGATION SPRAY HEAD SYSTEM, OUTSIDE LIMIT OF WORK, SHALL REMAIN & BE PROTECTED. SYSTEM SHALL REMAIN FULLY OPERATIONAL DURING CONSTRUCTION. EXISTING IRRIGATION SPRAY HEAD SYSTEM, OUTSIDE LIMIT OF WORK, SHALL REMAIN & BE PROTECTED. SYSTEM SHALL REMAIN FULLY OPERATIONAL DURING CONSTRUCTION. THE EXISTING ELECTRIC CONTROL VALVE LOCATIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT AND VERIFY EACH ELECTRICAL CONTROL VALVE FOR REVIEW AND APPROVAL BY ENGINEER PRIOR TO DEMOLITION OF EXISTING SYSTEM AND TIE-IN OF NEW SYSTEMS. VALVE LOCATION NOTE CONTRACTOR NOTE: LOCATION OF LATERAL LINE SHALL BE ADJUSTED PENDING FINAL LOCATION OF WALL FOUNDATION. CONTRACTOR SHALL CONFIRM LOCATION OF THE WATERLINE PRIOR TO CONSTRUCTION & CONFIRM THAT NEW WALL DOESN'T CONFLICT WITH WATERLINE. CONTRACTOR SHALL REPAIR ANY IRRIGATION IMPROVEMENTS IMPACTED BY CONSTRUCTION OF NEW SIDEWALK POINT OF CONNECTION POINT OF CONNECTION / J ,,,I I lm----ttEE □ " a:½¥=~~ -~=-~-~~~-~x_f'=_=_~_~x'fF--=~xf==~xF-=~ifx =3;~x=~4!:f-=9'~=--=j:g!::=~-=-§c~~Y-==~x~~=""ix~=="i~~~F-~~F-iii=='i"===;~~~ \ ~ ' -1 I Ix X X X X X X X I : I ' Ix I I XI I I I I I I l,.C.--/x I I I : X --X _ ___._[L X --X -----X --X 7""'....,~f------+---j,i...~ X --X ....,__ X --X ___,.,__-'"--X --"--X --X -..::.i..l xi I I I x1 I I I xi X I I __ (_ __ - --=---!RR-=--= =-----IRR - - - --rn -_ ----IRIL_-----=--=-=--._ ---IRR-==---=---------=-" X X X X X f---'"-c:'r----1 X ----=-.::::iRB._-____ -=--=--------IRR =-_ ----=--!RB._-_--= ---IRR----=--=-=--._ __ --=---------=-___ ----=-----IR~-==--=-------IRR -= __ ----1~ ---~----- NU VIS LANDSCAPE ARCHITECTURE AND PLANNING UNDER THE SUPERVISION OF: ' x ' ' I I I I , 1x , I I I ' ' I I I I I VALVE IDENTIFICATION KEY CONTROLLER - DESIGNATION VALVE STATIONil !VALVE G.P.M. NUMBER l1A \9.2 VALVE SIZE ..,/4';7 550._ NUMBER OF EMITTERS HYDROZONE SQFT-238 (IF APPLICABLE) (IF APPLICABLE) "----~~ 10 0 GRAPHIC SCALE 10 SCALE: 1" = 10' 30 -1' 0 0. L4 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5240-S C-8130-2 IRRIGATION NOTES & LEGEND IRRIGATION NOTES 1. THIS PROJECT UTILIZES RECLAIMED/RECYCLED WATER. 2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS, AS DESCRIBED IN THE SPECIFICATIONS, AND IN ACCORDANCE WITH APPLICABLE CODES AND ORDINANCES. 3. DESIGN REFLECTS COMPLIANCE WITH CALIFORNIA STATE ASSEMBLY BILL 325 (AB 325) , AB 1881 AND THE STATE'S MODEL ORDINANCE AND/OR THE LOCAL GOVERNING AGENCY'S ADOPTED WATER EFFICIENT LANDSCAPE ORDINANCE. 4. DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENTS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. 5. CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM PERFORMANCE IN ACCORDANCE WITH THE SPECIFICATIONS AND TO PREVENT OVERSPRAY ONTO HARDSCAPE AREAS OR STRUCTURAL ELEMENTS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ACTUAL SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. COSTS INCURRED DUE TO ANY ADJUSTMENTS FOR 100% COVERAGE, INCLUDING THOSE REQUESTED BY THE ENGINEER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE (P.S.I.) AND A MAXIMUM DEMAND (G.P.M.) AS SHOWN AT EACH POINT OF CONNECTION ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE AND DEMAND AT EACH POINT OF CONNECTION PRIOR TO COMMENCING INSTALLATION AND SUBMIT SUCH IN WRITING TO THE ENGINEER. IF ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. 7. EQUIPMENT SHOWN IN HARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WHENEVER POSSIBLE WITHIN PLANTED AREAS A REASONABLE, REACHABLE DISTANCE FROM HARDSCAPE OR TURF AREAS. 8. UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONTRACTOR SHALL INSTALL WIRE AND PIPE UNDER HARDSCAPE AREAS IN P.V.C. SCHEDULE 40 SLEEVES PLACED PRIOR TO INSTALLING HARDSCAPE IN ACCORDANCE WITH APPLICABLE CODES. 9. WHEREVER POSSIBLE, CONTROL WIRES SHALL OCCUPY THE SAME TRENCH AS PIPES. 10. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. CONTRACTOR TO LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE AND EVERY 100' ON CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10' ON CENTER. NO TAPING WILL BE PERMITTED INSIDE SLEEVES. 11. CONTRACTOR SHALL INSTALL ANTI-DRAIN CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. 12. ALL IRRIGATION HEADS ADJACENT TO HARDSCAPE SHALL BE POP-UP STYLE. 13. IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHEWISE DESIGNATED ON THE PLANS. IRRIGATION MATERIAL LEGEND L-2 A B C NOTES: MODEL NO. / DESCRIPTION PSI FLOW RATE SYMBOL MANUFACTURER (GPM) 90' 120'180'360' ~ ee TORO 570Z-6P-PRX-COM-E 6" POP-UP TURF SPRAY W/ 1 o· RAD. MATCHED PRECIPITATION NOZZLE 30 .40, .71, 1.49 ~ " e • TORO 570Z-6P-PRX-COM-E 6" POP-UP TURF SPRAY W/ 12' RAD. MATCHED PRECIPITATION NOZZLE 30 .50, 1 .09, 2.19 C7 e EB TORO 570Z-6P-PRX-COM-E 6" POP-UP TURF SPRAY W/ 15' RAD. MATCHED PRECIPITATION NOZZLE 30 .85, 1.65, 3.60 E'l El EE TORO 570Z-12P-PRX-COM-E 1 2" POP-UP SHRUB SPRAY W/ 1 o· RAD. MATCHED PRECIPITATION NOZZLE 30 .40, .71, 1.49 ['l l"'l ■ V ,,. Ila\ ill) TORO 570Z-12P-PRX-COM-E 1 2" POP-UP SHRUB SPRAY W/ 12' RAD. MATCHED PRECIPITATION NOZZLE 30 .50, TORO 570Z-12P-PRX-COM-E 1 2" POP-UP SHRUB SPRAY W/ 15' RAD. MATCHED PRECIPITATION NOZZLE 30 .85, TORO 570Z-12P-PRX-COM-E 1 2" POP-UP SHRUB SPRAY W/ EST/SST SIDE STRIP MATCHED PRECIPITATION NOZZLE 30 .45, AS APPROVED PURPLE PVC PIPE 1" - 1 1 /2" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, 2 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MINIMUM SIZE) INSTALL ALL PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING SHALL BE INSTALLED 24" BELOW FINISHED GRADE. ALL MAINLINE SLEEVES ARE TO BE CONSIDERED EXISTING VERIFY LOCATION IN FIELD. NO SYMBOL AS APPROVED ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENT CEMENT. PRIMER SHALL BE LOW voe "PURPLE PRIMER". MAINLINE SOLVENT CEMENT SHALL BE WELD-ON 711 PVC INDUSTRIAL GRADE CEMENT. LATERAL LINE SOLVENT CEMENT SHALL BE WELD-ON 711 PVC INDUSTRIAL GRADE CEMENT. USE DAUBERS SIZED AT LEAST ONE-HALF THE SIZE OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS. TORO GRISWOLD N.A. EXISTING 570-PRX-6P-COM-E 6" TURF POP-UP. FOR REFERENCE ONLY. REFER TO AS-BUILT PLANS NO. P-5174-S EXISTING 2" REMOTE CONTROL VALVE. FOR REFERENCE ONLY. REFER TO AS-BUILT PLANS NO. P-5174-S EXISTING 3" PVC MAINLINE. FOR REFERENCE ONLY. REFER TO AS-BUILT PLANS NO. P-5174-S N.A. EXISTING PVC LATERAL LINES. FOR REFERENCE ONLY. VALVE IDENTIFICATION KEY CONTROLLER DESIGNATION VALVE STATION NUMBER j VALVE G.P.M. 9.2 VALVE SIZE /4" 550-NUMBER OF HYDROZONE SQFT_.238 EMITTERS (IF APPLICABLE) (IF APPLICABLE) NOTES: 1. PIGTAIL AND LOOP CONTROL WIRE AT ALL 90A CHANGES IN DIRECTION. REFER TO AS-BUILT PLANS NO. P-5174-S 1 .09, 2.19 1.65, 3.60 .55 MAX. RADIUS DETAIL 1 o· A 12' A 15' A 1 o· A 12' A 15' A 4'X18' A B C N.A. 1. LOCATE SPRINKLER HEADS 4" FROM WALKS, CURBS, MOWSTRIP, AND HEADER BOARDS EDGE IN TURF AND GROUNDCOVER AREAS. 2. PROVIDE A MINIMUM 10 FEET SEPERA TION BETWEEN POTABLE AND RECLAIMED MAINLINE PIPING. NOTES: 2. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. 3. 24" MINIMUM COVER ON 3" MAINLINE AND LARGER. 4 CONTRACTOR SHALL PROTECT EXISTING TURF AND REPAIR ANY DAMAGED TURF OUTSIDE LIMITS OF GRADING OR IMPACTED BY INSTALLATION OF NEW IRRIGATION SYSTEM IN-KIND WITH NEW SOD. 1. PVC SLEEVES TO BE T'MCE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. 2. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. 3. ALL SLEEVES TO BE SCHEDULE 40 PVC. CD POP-UP SPRINKLER HEAD, SPRAY OR ROTOR REFER TO LEGEND FOR SPECIFICATIONS @ INSTALL SPRINKLER HEAD 1" ABOVE FINISHED GRADE IN SHRUB AREAS @ INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS © PRE-ASSEMBLED TRIPLE SWING JOINT (REFER TO LEGEND), LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET @ SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE @ LATERAL LINE, REFER TO SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED : 1 1111111111 • =111=111=1 • N SECTION DIMENSION A B 1/2" TO 2-1/2'' IN SIZE 18" 12" 3" TO 6" IN SIZE 24' X CD FINISH GRADE, REFER TO CONSTRUCTION PLAN @ CLEAN BACKFILL-90% COMPACTION REQUIRED @ NON-PRESSURE LATERAL LINE. SNAKE PIPE IN TRENCH © PRESSURE SUPPLY LINE . SNAKE PIPE IN TRENCH @ CONTROL WIRES -BUNDLE AND TAPE AT 10' O.C. AND INSTALL ADJACENT TO PRESSURE SUPPLY LINE 4. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 5. 24" MINIMUM COVER ON MAINLINE 3" AND LARGER CD FINISH SURFACE, REFER TO CONSTRUCTION PLAN @ CLEAN SAND BACKFILL MINIMUM 90% COMPACTION @ PRESSURE MAINLINE IN SCHEDULE 40 SLEEVE -SIZE SLEEVE TWICE DIAMETER OF PRESSURE SUPPLY LINE © CONTROL WIRES IN SLEEVE -SIZE PER PLAN. INSTALL ADJACENT TO PRESSURE SUPPLY LINE @ NON-PRESSURE LATERAL LINE IN SLEEVE TWICE DIAMETER OF LATERAL LINE SECTION -1' 0 0. 0"' POP-UP SPRAY HEAD TYPICAL TRENCHING TYPICAL SLEEVING Q: C "' 0 ::,; rn ~ '" "' 0 ~ cr, SCALE: 1 "~ 1'-0" © NU\11S SEPTEMBER 2009 / lrr-PopUpSprai,01.dwg SCALE: 3/4"~1'-0" C>NUVIS SEPlElillER 2009 / lrr-Trench01.dwg SCALE: 3/4"~1'-0" " w ::, M 8 ;': •-======-====--~-::::::~::::::---=:~---t----::~=~:;:---,--,---,------------------,----t.R~E~VIE~WErrD~--------,--------------------------j~jo 3151 AIRWAY AVEMUE, SUITE J-3 - el/ COSTA MESA, CAIIFOINIA ~ NU VIS U.S.A. 92626-4640 ~N LANDSCAPE ARCHITECTURE AND PLANNING UNDER THE SUPERVISION OF: Fl: 714.754.7H6 PH: 714.754.7311 :, ii:! 0. PETER TAUSHER RCE 79012 BONITA CANYON SPORTS PARK PICKLEBALL COURTS ~ ~ SENIOR CIVIL ENGINEER o " //~---1-----1-------------------1------1-~DE=s1~GN~E~D:--r::D~RA~~~:--+------------------,-------7 ~o 1,\ 02/23/18 RECORD DRAWINGS ~ '." L.!..:l. L.K. L.K. .___ 1---------t ;"' w ROBERT W. STONE R.L.A 1891 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF Ii\~ L _______________________________ _j _________________ _JL _____________ ---1.._....:::s;;;:::;;::;;;;.;;2:::_ _ _L:::._L__::_:.:.:.._JL.:.::::.::.:..::.::.:...::....:.:::.:.:::=---------...L.:.:.:.::.:.::.L __ ___!!;B.~S.L____!!0~2~2~3~18!!.L_ _________________ .L.:::.:=.:__..:.:_ _ _Jmo XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IR R IR R IR R IRR IRR IRR IRR IR R IR R IR R IR R IR R IR R IR R IR R IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR I R R I R R IR R IR R IR R IR R IR RIRRIRRIRRIRRIRRIRR IRR IRR IRR IRR IRR IR R IR R IRR IRR IRR IRRIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRR C-8130-2 L4 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5240-S PLANTING PLAN PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SHRUBS DIANELLA REVOLUTA LITTLE REV FLAX LILY LIGUSTRUM JAPONICUM 'TEXANUM' WAXLEAF PRIVET GROUND COVER MARATHON II SOD AVAILABLE FROM SOUTHLAND SOD FARMS, (805) 488-3585 OR APPROVED EQUAL. BACCHARIS PILULARIS 'TWIN PEAKS' DWARF COYOTE BUSH 3" LAYER OF MULCH REFER TO PLANTING NOTES FOR ADDITIONAL MULCH INFORMATION. 50 S-2 S-2 S-3 S-1 15 S-3 10 S-3 186 S-2 8 S-1 NOTE 1. REFER TO SHEET L-4 FOR COMPLETE PLANT LIST, NOTES AND DETAILS. CONTRACTOR SHALL PROTECT EXISTING TURF AND REPAIR ANY DAMAGED TURF OUTSIDE LIMITS OF GRADING OR IMPACTED BY INSTALLATION OF NEW IRRIGATION SYSTEM IN-KIND WITH NEW SOD. ALL EXISTING TREES SHALL REMAIN & BE PROTECTED L-3 L I M I T O F W O R K LIMIT OF WORK LIM I T O F W O R K CONTRACTOR SHALL PROTECT EXISTING TURF AND REPAIR ANY DAMAGED TURF OUTSIDE LIMITS OF GRADING OR IMPACTED BY INSTALLATION OF NEW IRRIGATION SYSTEM IN-KIND WITH NEW SOD. 20 S-1 CONTRACTOR SHALL REPAIR ANY PLANTING IMPROVEMENTS IMPACTED BY CONSTRUCTION OF NEW SIDEWALK \ \ \ \ \ \ -,-- ♦ / !:'-: ~ "w-~~ ♦'1"1 " * "- /.J, I w w w '"' w -.j, ~ --1 -~ / A,, -.j, ..., w "' \V -.j, I "'-~--,.,. .....,... __ '""......__ .A'/ "'/ -.j, -.J, w -.j, "' -.j, i "' -.J, ..., -.j, "' -.j, " I 'V \V ..... 'V \V "" \V -.j, I "' -.j, -.j, \V ------.j, \V I !r+'l-A=l-14--1 -v "1 {] ....-_...,.. ------.,... --w-_____.,.. --t ----...,v ----0v--~ w w l--1a-l'H-l I w I "' 'V ~ -.j, "' ...., \V I "' ..., -.j, w , w 4-w /w ..i, w ,i., w it, w w w 1111. I" " I " '"' " ~ I"' "' ,/"' "' "'/"' "' & & & &: & & & X I\V ..... "' I -.J, I "' "' 1 "' xi : : , : " Ii I .., "' ..... "' x1 f------------tt I X " X " ---cj" " '¥ t' " 11: IW'VWW I'"' W W 1 W w w ...-1 w x 1 ---,,j..., ,... "' w I I " w "'I " I I..., "' w l "' I ,., "' ,.,1 ,... ,.x~-x ---,,j..., w "' :,., I I y----{--I J'"' "' "' l w I /___;;j W W 'VI W xi //" " '¥ I " II: / lww "1 w 1-.v W W I W X X l X X l X X I l----'1'--------1 I X -------------- 7r= -~ \ -i,-~ +:rp::..c=:L:::7',f" -Z=..z'.::L'f/7'...±...lfr/~~~~jc:L:=-.,.,,-~ ;,,,,,--., ., ~---.,,-;,,,,,-,.-,,jjjj, """'-;,,,,, ~-iilr--.,-., ,.,~ ~-., ., ~~-.,i//f//t,~-.,-., ~----:.,------_._, -" LANDSCAPE ARCHITECTURE AND PLANNING UNDER THE SUPERVISION OF: Fl: 714.754.7H6 PH: 714.754.7311 " I " '¥ w f-- w w/ w I " w ' @ EB .__________ -------- - GRAPHIC SCALE 10 0 10 SCALE: 1" = 10' 30 -1' 0 0. EQUAL EQUAL 2 1 1 2 SHRUB SPACING NOT TO SCALE ‹189,6$35,/ NOTES: 1. ALL PLANTS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. 2. AS APPROPRIATE, CENTERLINE OF PLANTS SHALL BE 1/2 OF EQUAL SPACING MINIMUM FROM EDGE OF PLANTING AREA. 3. INFILL PLANTS AS REQUIRED TO MAINTAIN SPACING AT IRREGULAR EDGES. 4. FOR ADDITIONAL INFORMATION REFER TO PLANTING NOTES AND SPECIFICATIONS. REFER TO NOTE #1 ABOVE 3 4 2 1 2 1 SHRUB PLANTING NOT TO SCALE ‹189,6$35,/ NOTES: 1. CROWN OF ROOTBALL TO BE 1/2"-1" ABOVE FINISH GRADE. 2. FOR ADDITIONAL INFORMATION REFER TO PLANTING NOTES AND SPECIFICATIONS. 3. MULCH SHALL NOT BE PLACED ON TOP OF ROOTBALL. 3 4 5 5 C-8130-2 L4 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5240-S PLANT LIST NOTES & DETAILS PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SHRUBS SIZE 1 GAL. 5 GAL. 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. 2. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. 3. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. 4. PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK. 5. SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SHALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR SHALL FURNISH TO THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS. 6. LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE ENGINEER PRIOR TO INSTALLATION. 7. CONTRACTOR SHALL PROPOSE ON AMENDMENTS AS STATED IN THE SPECIFICATIONS. 8. IF, DURING PLANTING OPERATIONS THERE SEEMS TO BE MINIMAL OR NO PERCOLATION IN PLANTING PITS, CONTRACTOR SHALL CEASE PLANTING OPERATIONS AND IMMEDIATELY NOTIFY THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE TO DISCUSS ALTERNATIVE TO MAINTAINING POSITIVE ROOTBALL DRAINAGE MEASURES. 9. EACH SHRUB PLANTING AREA SHALL RECEIVE A 3" THICK LAYER OF SHREDDED MULCH. MULCH SHALL NOT BE PLACED ON TOP OF ROOTBALL. PLANTING PLAN NOTES A B DIANELLA REVOLUTA LITTLE REV FLAX LILY WAXLEAF PRIVET GROUND COVER DWARF COYOTE BUSH 3" LAYER OF MULCH REFER TO PLANTING NOTES FOR ADDITIONAL MULCH 1 GAL.S-2 S-3 S-1 L-4 MARATHON II SOD AVAILABLE FROM SOUTHLAND SOD FARMS, (805) 488-3585 OR APPROVED EQUAL. LIGUSTRUM JAPONICUM 'TEXANUM' BACCHARIS PILULARIS 'TWIN PEAKS' Q TYPICAL PLANT SPACING VARIES -SEE PLANT LEGEND AND/OR PLANS 0 EDGE OF PLANTING AREA Q A SHALLOW BASIN 2" DEEP SHALL BE FORMED AROUND ROOTBALL BELOW FINISH GRADE FINISH GRADE BACKFILL ROOTBALL FERTILIZER TABLETS PER SPECS OF ROOT BALL NU VIS LANDSCAPE ARCHITECTURE AND PLANNING UNDER THE SUPERVISION OF: @ EB -1' 0 0. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BO N I T A C A N Y O N P A R K P I C K L E B A L L C O U R T S ( M A R C H 2 0 1 7 ) P-5240-S C-8130-2 C: \ A C A D \ J o b s \ A E G S T R U C T U R A L E N G I N E E R S \ B o n i t a C a n y o n P i c k l e b a l l c o u r t \ P T 1 . d w g 03 / 0 8 / 1 7 0 4 : 0 5 : 4 5 P M ALL POST-TENSION ANCHORS TO BE ENCAPSULATED POST TENSION DESIGN NOTES GENERAL NOTES 1. THE POST-TENSION DRAWINGS ARE TO BE USED AND BUILT IN CONJUNCTION WITH THE CIVIL DRAWINGS. PRIOR TO COMMENCING WORK ALL CONTRACTORS INVOLVED WITH THE USE OF THESE DRAWINGS SHALL VERIFY ALL PLAN DIMENSIONS. ALL CONTRACTORS SHALL REVIEW AND COORDINATE ALL STRUCTURAL DETAILS TO BE USED IN CONJUNCTION WITH THESE PLANS. WHERE A CIVIL CONFLJCT EXISTS, THE CIVIL PLANS SHALL TAKE PRECEDENCE. COORDINATE ALL DETAILS WITH ALL TRADES PRIOR TO COMMENCING CONSTRUCTION. 2. OWNER AND CONCRETE CONTRACTOR ARE TO REVIEW GRADING PLANS AS THEY MAY HAVE AN IMPACT ON FOOTING EXTENDING BEYOND THE COURT FOOTPRINT. 3. THE COURT SITE SHALL BE PREPARED PER THE SOILS REPORT AND AUL APPLJCABLE LOCAL ORDINANCES. ALL TRENCHES ARE TO BE BACK- FILLED AND COMPACTED WITH NATIVE SOIL. FINISH GRADING WILL BE SUCH AS TO PROVIDE IMMEDIATE POSITIVE DRAINAGE AWAY FROM THE SLAB. ND PONDING OF WATER SHALL BE ALLOWED ON THE COURT SITE. 4. THE SOIL UNDER THE POST-TENSIONED SLABS AND BEAMS, AND WITHIN 5 FT. OF THEIR FOOTPRINT SHALL BE AT OR OVER OPTIMUM MOISTURE CONTENT SUCH THAT THERE ARE NO APPARENT SURFACE CRACKS OR AS REQUIRED BY THE PROJECT SOILS ENGINEER. REFER TO THE PROJECT SOILS REPORT FOR SPECIFIC PRESATURATION REQUIREMENTS AND RECOMMENDATIONS PRIOR TO CONCRETE PLACEMENT 5. THE FOUNDATION GRADE AND FOOTINGS SHAUL BE OBSERVED BY THE PROJECT SOILS/GEOLOGY ENGINEER PRIOR TO CITY INSPECTIONS AND CONCRETE PLACEMENT. 6. PERMANENT STAMP OR PLATE SHALL BE PLACE IN A CONSPICUOUS AREA STATING NPOST TENSION SLAB. DO NOT CUT OR CORE• TENDON INSTALLATION 1. OUTSIDE FORMS MUST BE IN PLACE PRIOR TO TENDON INSTALLATION. DO NOT ERECT INSIDE OF DOUBLED UP FORMS UNTIL AFTER TENDONS ARE IN PLACE. (NOTE: FORMS DO NOT HAVE TO BE BRACED LATERALLY). 2. INSTAUL TENDONS PER PLAN LAYOUT. MARK LOCATION OF INDIVIDUAL ANCHORAGES ON EACH SIDE OF STRAND CENTERLINE PER TENDON INSTALJLATION DETAIL. AT JACKING END(S) DRILL A 3/4 inch to 1 inch DIAMETER HOLE IN FORMS. A +/-16 inch TAIL MUST PASS THROUGH THE FORMS AT EACH STRESSING END. AT DOUBLE ENDED TENDONS BE SURE TO LEAVE TAIL AT EACH END, BOTH ENDS MUST BE STRESSED. 3. CABLE LOCATIONS SHOWN ON PLANS OR FOR PLACING CONVENIENCE AND MAY VARY. STRAIGHTEN TENDONS CURVING THEM SMOOTHLY AROUND HOLES and/or OBSTRUCTIONS, AVOIDING PLUMBING STACKS, HARDWARE, ETC. SPACING MAY DEVIATE +/-25 % AS NECESSARY, DRAPE TENDONS WITH A SMOOTH TRANSITION (1 :6 RATIO). PLACE SUPPORTS AT ALL CABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. 4. AT STRESSING ENDS PLACE POCKET FORMER INTO DRILLED HOLE AT FORM AND NAIL ANCHORS TIGHT TO FORM. AT DEAD-ENDS PLACE ANCHORS APPROXIMATELY 1-1/2 inches FROM FACE OF FORM. DEAD END AND STRESSING END MAY BE REVERSED PER FIELD CONDITIONS AT P.T. CONTRACTORS OPTION. 5. NAIL OR OTHERWISE SUPPORT SO THAT THE CENTERLINE OF ALL ANCHORAGES IS APPROXIMATELY 3-1/2 inches BELOW THE TOP OF THE SLAB (UNLESS OTHERWISE NOTED). WHERE SLEEPERS (P.T. SILLS) ARE LOCATED BE SURE TO LOWER THE CENTERLINE OF THE ANCHOR FOR PROPER CONCRETE COVERAGE, TRENCH SLAB SUBGRADE TO PROVIDE A 1 :6 RATIO TO DRAPE TENDON. 6. TENDON SHEATH IS TO BE CONTINUOUS BETWEEN ANCHORS BUT NOT PROTRUDING INTO ANCHOR. CUT SHEATHING AT LIVE END AS CLOSE AS PRACTICAIL TO THE BACK FACE OF ANCHOR, DO NOT REMOVE THE GREASE AND SLIDE TAIL OF STRAND THROUGH THE HOLE IN ANCHOR AND THROUGH FORM. BE SURE TO KEEP DIRT AND DEBRIS OUT OF ANCHOR. LENGTH OF EXPOSED TENDON AT DEAD-END IS NOT TO EXCEED 12inches. 7. CHECK STRANDS FOR BREAKS IN SHEATHING AND REPAIR ANY TEARS IN SHEATHING LARGER THAN 12inches IN LENGTH, PRIOR TO CONCRETE PLACEMENT. CONCRETE PLACEMENT 1. CONCRETE IS TO BE PLACED AT THE STRENGTH AND SLUMP AS SPECIFIED IN THE PROJECT DESIGN NOTES AND SHALL BE PLACED IN ONE CONTINUOUS OPERATION (MONOLITHIC) UNLESS OTHERWISE SPECIFIED ON PLANS. CORROSIVE ADDITIVES SUCH AS CALCIUM CHLORIDE SHALL NOT BE USED. NOTE: CONCRETE CONTRACTOR IS TO VERIFY WITH THE LATEST SOILS REPORT TO DETERMINE IF SULFATE RESISTANT CEMENT IS REQUIRED PRIOR TO CONSTRUCTION. 2. DAMPEN THE SAND BASE JUST PRIOR TO CONCRETE PLACEMENT TO ENSURE UNIFORM CONCRETE CURING. IT IS THE RESPONSIBILITY OF THE CONCRETE CONTRACTOR TO EXERCISE GREAT CARE SO AS NOT TO DISTURB THE LOCATIONS OF THE TENDONS DURING CONCRETE PLACEMENT. 3. CONCRETE SHALL BE UNIFORMLY PLACED, VIBRATED, AND CONSOLIDATED AROUND ANCHORAGES AND AT CORNERS ETC. SO AS TO ELIMINATE ROCK POCKETS. MECHANICAL VIBRATORS SHALL NOT CONTACT THE TENDONS OR ANCHORS. 4. CONTINUOUS SPECIAL INSPECTION OF CONCRETE PLACEMENT IS REQUIRED. A MINIMUM OF THREE (3) TEST CYLINDERS PER SLAB SHALL BE TAKEN AS PER ACI STANDARDS UNDER THE SUPERVISION OF THE INSPECTOR TO DETERMINE THE CONCRETE STRENGTH. 5. POST-TENSION CONCRETE SHALL BE CURED BY BEING KEPT MOIST FOR 7 DAYS BY COVERING, FOGGING, OR WITH HUNTS COMPOUND OR EQUAL, ond/or OTHER EQUIVALENT METHODS IN ACCORDANCE WITH GOOD CONSTRUCTION PRACTICE AT THE CONTRACTORS OPTION. 6. IF CONCRETE SHRINKAGE IS EVIDENT AFTER INITIAL SET AND PARTIAL TENSIONING IS INDICATED, PROVIDE AN INITIAL STRESS TO THE AFIFECTED TENDONS OF 8000 lbs PER TENDON AT 1 to 3 DAYS. 7. WHEN FORMED or METAL KEYED JOINTS ARE SPECIFlED, PLACE CONCRETE FROM CENlER JOINT TO END, THEN FROM OPPOSITE END TO JOINT. BE SURE TO KEEP ALL COLD JOINT TRENCHES AND CONCRETE FREE OF DIRT AND DEBRIS. PROVIDE WATERPROOFING AT EXTERIOR BEAMS OF ALL COLDJOINTS. RESTRICTIVE NOTICE 1. THE ENGINEERS STAMP PLACED ON THESE DRAWINGS IS FOR THE DESIGN OF POST-TENSIONING FOUNDATION SYSTEM ONLY. SEE CIVIL PLANS AND CALCULATIONS FOR COMPLETE DESIGN. 2. THE SUBCONTRACTORS ARE TO KEEP EQUIPMENT A MINIMUM DISTANCE AWAY FROM THE FOUNDATION EDGE OF 24" WITH THE GRADING EQUIPMENT AND THAT THE REPAIR AND/OR REPLACEMENT OF DAMAGED TENDONS WILL BE REIMBURSED FINISHING NOTES 1. DO NOT REMOVE STRESSING TAILS UNTIL THE DEPUTY INSPECTOR HAS APPROVED THE TENDON STRESSING AND ELONGATIONS. 2. USING A CUTTING TORCH, BURN OFF STRESSING TAIL 1 inch FROM ANCHOR. BE CAREFUL NOT TO DIRECT FLAME ON GRIPPERS, CARE SHOULD BE TAKEN NOT TO OVERHEAT THE GRIPPERS. USE A LARGE HOT FLAME AND COMPLETE THE CUT AS QUICKLY AS POSSIBLE. 3. AFTER TAIL REMOVAL, CONTRACTOR SHALL COAT THE EXPOSED ANCHOR, FITTINGS AND TENDON WITH RUSTOLEUM PRIMER PRIOR TO GROUTING JACKING CAVITY. 4. THE PLASTIC GROMMET FORMS A HOLE 2 INCHES IN DIAMETER WHICH IS TO BE FILLED AND SEALED. AIFTER TENDON TAILS HAVE BEEN REMOVED AND ANCHOR, FITTINGS AND TENDON HAVE BEEN PRIMERED, THE CONCRETE CONTRACTOR SHALL DRYPACK BLOCKOUTS WITHIN 7 DAYS. A STIFF NON-SHRINK GROUT MIX SHALL BE USED TO FILL THE JACKING CAVITIES. INSTALLATION NOTES POST-TENSION OPERATIONS 1. THE STRESSING OPERATIONS MUST BE PERFORMED BY AND UNDER IMMEDIATE CONTROL OF PERSONS EXPERIENCED AND QUALIFIED IN POST- TENSIONING OPERATIONS. HE /SHE MUST EXERCISE CLOSE CHECK AND RIGID CONTROL OF AUL OPERATIONS. IN THE INTEREST OF SAFETY DO NOT STAND BEHIND OR OVER THE RAM AND TENDON ENDS DURING STRESSING OPERATIONS. 2. AN AREA OF 36 inches BEHIND EACH TENDON TAIL SHALL BE SUFIFICIENTLY CLEAR TO ALLOW THE STRESSING RAM TO FULLY EXTEND AND REMAIN AXIALLY ALIGNED TO THE ANCHOR WITHOUT INTERFERENCE. 3. REMOVE THE POCKET FORMER TO EXPOSE THE JACKING CAVITY AND INSURE THAT THE TENDON AND EXPOSED PORTION OF ITS ANCHOR IS CLEAR OF DIRT AND DEBRIS. IF A FILM OF CEMENT PASTE HAS INTRUDED THE INSIDE OF ANCHOR, REMOVE IT WITH A SCRAPER OR SCREWDRIVER. 4. INSERT A PAIR OF GRIPPERS (WEDGES), SIDE BY SIDE , BY HAND INTO EACH ANCHORAGE. DOUBLE ENDED TENDONS REQUIRE THAT A JAW BE INSERTED FIRMLY AT THE OPPOSITE END PRIOR TO STRESSING, SO AS NOT TO ALLOW STRAND SLJPPAGE. TENDON TAILS SHALL BE THOROUGHLY CLEANED PRIOR TO STRESSING. 5. MARK ON THE STRAND WITH PAINT OR METHOD AN INDICATOR AT THE EDGE OF THE SLAB OR AT A CONSTAINT DIMENSION FROM THE EDGE OF THE SLAB TO MEASURE THE STRAND ELONGATION. 6. THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL PROPERLY CURED CONCRETE TEST CYLINDERS HAVE INDICATED THAT THE CONCRETE IN THE MEMBER HAS ATTAINED 2000 psi (MIN.), OR AS PER PT MATERIAL NOTES. 7. AUL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF HYDRAULIC JACKS, EQUIPPED WITH ACCURATE READING, AND CALIBRATED HYDRAULIC PRESSURE GAUGES. A CALIBRATION CHART SHALL BE MADE AVAILABLE FOR EACH JACK. 8. THE DEPUTY INSPECTOR SHAUL RECORD ALL JACKING FORCES AND ELONGATIONS. 9. NECESSARY SAFETY PRECAUTIONS SHAUL BE TAKEN. IN THE INTEREST OF SAFETY DO NOT STAND BEHIND OR OVER THE RAM AND TENDON ENDS DURING STRESSING OPERATIONS. A PERSON SHALL VISUAULY MONITOR AREA TO ENSURE ALL BYSTANDERS ARE CLEAR OF STRESSING OPERATIONS. 10. FOR STRESSING OPERATIONS THE PT CONTRACTOR SHALL REFER TO THE PTI "FIELD PROCEDURES MANUAL FOR UNBONDED SINGLE STRAND TENDONS" FOR STRESSING INSTRUCTIONS AND REFER TO POST-TENSION MATERIAL NOTES FOR ELONGATIONS AND STRESSING FORCES. 11. IF INCONSISTENCIES BETWEEN THE CALCULATED ELONGATION, THE MEASURED ELONGATION, AND JACK GAUGE READING OCCUR, THE USE OF AN ALTERNATE JACK-GAUGE-PUMP UNIT THAT HAS BEEN CALIBRATED SHALL BE USED TO CHECK FORCES. A TOLERANCE OF WITHIN 10:1 UNDER TO 10% OVER SHALL BE SATISFACTORY. IF INCONSISTENCIES STILL EXIST PT ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION/APPROVAL. 12. DEAD ENDED TENDONS ARE TO BE STRESSED FROM ONE END ONLY. DOUBLE ENDED TENDONS AS DESIGNATED ON PLANS SHALL BE STRESSED FROM BOTH ENDS, BUT NEED NOT BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY. THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE OPPOSITE END. ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE PLACING DRAWINGS. POST-TENSION MATERIAL NOTES 1. POST-TENSION TENDONS SHALL BE ASTM A-416/270 K, 1/2 inch 7 WIRE STRAND CONTINUOUSLY COATED AND SHEATHED AS MANUFACTURED WITH THE FOLLOWING PROPERTIES FOR LOW RELAXATION STRAND: ULTIMATE STRENGTH CROSS SECTIONAL AREA MODULUS JACKING FORCE JACKING FORCE ELONGATION TRANSFER FORCE TRANSFER FORCE ELONGATION EFFECTIVE LOAD ELONGATION TOLERANCE = 41.3 Kips (Fpu) = 0.153 sq. in. 28.6 (10 6) psi (E) 33.0 Kips (0.8 Fpu) = 0.86 inches/1 O feet 28.9 Kips (0.7 Fpu) 0.79 inches/10 feet = 26.9 Kips (0.65 Fpu) = ±10% 2. TENDON STRESSING: A: TENDONS SHALL BE STRESSED TO A MAXIMUM FORCE OF 33,000 lb AS SOON AS THE CONCRETE HAS ATTAINED THE MINIMUM COMPRESSIVE STRENGTH DEFINED IN THE PROJECT DESIGN NOTES, AS VERIFIED BY COMPRESSION TEST. 8: EARLY STRESSING OF TENDONS WHEN REQUIRED, SHALL CONSIST OF INITIALLY STRESSING SUCH DESIGNATED TENDONS TO A FORCE OF 8000 lb II +/-2 DAYS AFTER CONCRETE PLACEMENT & FOLLOW UP WITH FINAL STRESSING PER NOTE 2A ABOVE 3. CONTINUOUS SPECIAL INSPECTION OF CONCRETE PLACEMENT AND TENDON STRESSING IS REQUIRED. 4. REINFORCING STEEL IS TO BE DEFORMED BARS PER ASTM A-775, MINIMUM GRADE 40 Cl #3 & #4 BARS AND GRADE 60 Cl #5 BAR AND ABOVE. LAP ALL SPLICES MINIMUM 40 DIA. AUL REINFORCING BARS SHAUL BE EPOXY-COATED PER ASTM A-775, REINFORCING WIRE SHALL BE EPOXY-COATED PER ASTM A884, AND PLACEMENT SHALL BE PER ASTM D-3963. 5. THE CORROSION CHARACTERISTICS SHOULD BE VERIFIED WITH THE SOILS ENGINEER AND IF POSITIVE FOR CORROSIVE TO EXTREMELY CORROSIVE ELEMENTS THEN ENCAPSULATED TENDONS ARE REQUIRED. SPECIAL INSPECTIONS SEE SHEET CB FOR SPECIAL INSPECTION GENERAL NOTES (/) :::) u 0 :::) 0 F 0 LOCATIONS: 1. POST TENSION SLAB CONSTRUCTION z 0:: 0 w u [L X 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING OF TENDONS AND VERIFY PLACEMENT. X 2. VERIFYING USE OF REQUIRED MIX DESIGN. 3. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH X TESTS, SLUMP TEST, AIR CONTENT, & TEMPERATURE. X 4. INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X 5. INSPECTION OF MAINTENANCE OF SPECIFIED CURING TEMPERATURE & TECHNIQUES. X 6. INSPECTION OF FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE MEMBER BEING FORMED. UNDER lHE SUPERVISION OF: 03-06-17 PROJECT DESIGN NOTES 1. THIS SLAB FOUNDATION DESIGN IS BASED UPON THE SOIL ANALYSIS AND RECOMMENDATIONS BY THE SOILS ENGINEER AND REPORT LISTED BELOW, AND IS RESTRICTED FOR USE SOLELY ON THE PROJECT IDENTIFIED THEREIN AND HERON. THE DESIGN ASSUMES THAT THE CONDITIONS DESCRIBED IN THE REPORT HAVE BEEN ACCOMMODATED AND THE SUBGRADE HAS BEEN PREPARED AS SPECIFIED, IS STABLE AND WILL BE MAINTAINED ACCORDINGLY FOR THE LIFE OF THE STRUCTURE. SOILS ENGINEER: REPORT NUMBER: NINYO & MOORE 209681001 REPORT DATE: SEPTEMBER 14, 2016 UPDATED JANUARY 27, 2017 THE FOLLOWING DESIGN PARAMETERS HAVE BEEN UTILIZED WITHIN THE POST-TENSION FOUNDATION DESIGN AND SHALL BE VERIFIED BY THE PROJECT SOILS ENGINEER PRIOR TO CONSTRUCTION. REFER TO SOILS REPORT TO VERIFY ALL CATEGORY CONDITIONS AND LOT NUMBERS PRIOR TO COMMENCING WORK. TABLE "A" AL.1.0WABLE SOIL PTI PARAMETERS BEARING CAPACnY CENTER EDGE 1500 psf Em 9.00 4.60 Ym 0.30 0.60 NOTE: CONCRETE STRENGTH SHALL BE: 4000 psi (28 DAYS) 2. CONCRETE CONTRACTOR SHALL VERIFY THE SULFATE EXPOSURE AND CORROSION FOR THE PROJECT SOILS WITH THE SOILS ENGINEER. 3. CEMENT TYPE (II or V) SHALL BE DETERMINED BY THE SOILS ENGINEER RECOMMENDATIONS FOR SULFATE EXPOSURE AND BE IN COMPLIANCE WITH THE 2016 CBC & ACI 318, SECTION 4.3. (NOTE: FINAL CONCRETE STRENGTH WILL BE DETERMINED BY THE WATER CEMENT RATIO and/or ACI 318, SECTION 4.3); CONCRETE SHALL HAVE A 5 inch MAXIMUM SLUMP AND CONSIST OF PORTLAND CEMENT PER ASTM C-150 WITH 1-1 /2 inch MAXIMUM AGGREGATE PER ASTM C-33. WATER TO BE CLEAN AND POTABLE. 4. TENDONS SHALL BE STRESSED PER POST TENSION MATERIAL NOTES AS SOON AS THE CONCRETE HAS ATTAINED A MIN. COMPRESSIVE STRENGTH OF F'c 2000 psi. POST-TENSION FOUNDATION 1. REFER TO SHEET PT2 {POST-TENSION DETAIL SHEET) FOR GENERAL NOTES, PROJECT DESIGN NOTES AND RELATED DETAILS, FOR CONSTRUCTION AND INSTALLATION DETAILS, INSTRUCTIONS AND PROCEDURES. 2. FOUNDATION DIMENSIONS ARE EXTRACTED FROM THE CIVIL DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE CIVIL DRAWINGS. 3. CONCRETE CONTRACTOR SHALL COORDINATE LOCATION, PLACEMENT AND SIZES OF EMBEDDED ITEMS WITH CIVIL DRAWINGS, PRIOR TO FOUNDATION INSPECTIONS AND CONCRETE PLACEMENT. GENERAL 4. STRESSING END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ON PLAN AT CONTRACTORS/FIELD OPTION. FOR TENDON ANCHORAGE AND GENERAL TENDON LAYOUT SEE 'IYPICAL TENDON & ANCHOR INSTALLATION" DETAIL ON SHEET PT2. 6. SHOT PINS, IF USED SHALL HAVE A MAXIMUM PENETRATION OF 1-3/4". 8. REFER TO SHEET PT2 (POST-TENSON DETAIL SHEET) FOR ALL FOUNDATION FOOTING SIZES, SLAB THICKNESS, AND LOCATION OF REINFORCING. REINFORCEMENT SHALL CHAIRED AND TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. 9.REQUIREMENTS FDR PRESATURATIDN OF SUBGRADE SOILS SHALL COMPLY WITH THE SOILS REPORT RECOMMENDATIONS. NOTES: TENDON LEGEND 6 =TENDON ELONGATION SHOWN IN INCHES. 68'-4" 5 1/4" TENDON ELONGATION'S TOLERANCE IS II • • <Hi C ±10% OF ELONGATION SHOWN. TENDONS WILL BE TAGGED IN HALF FOOT INCREMENTS. FIND APPROPRIATE TAG FOR TENDON CUT LENGTH. REVIEWED: PETER TAUSHER RCE 79012 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: RM BONITA CANYON SPORTS PARK PICKLEBALL COURTS BP Mm BIGI 2d GROI.P, NC. 8070..._o.ntwDltve.a..llO lrvlne,CA 111918 P.114alll•IO RONALD E. MARTIN R.C.E. C4J6B9 DAlE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: KA 03/10/17 SHEET PT1 OF PT3 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BO N I T A C A N Y O N P A R K P I C K L E B A L L C O U R T S ( M A R C H 2 0 1 7 ) P-5240-S C-8130-2 C: \ A C A D \ J o b s \ A E G S T R U C T U R A L E N G I N E E R S \ B o n i t a C a n y o n P i c k l e b a l l c o u r t \ P T 1 . d w g 03 / 0 8 / 1 7 0 4 : 0 5 : 4 9 P M POST TENSION DESIGN DETAILS ALL POST-TENSION ANCHORS TO BE ENCAPSULATED .c 1 TYPICAL 6" 4" POST WHERE OCCURS -PT CONTRACTOR TO ADJUST CABLE LOCATION PER NOTE 3 UNDER 'TENON INSTALLATION' NOTES ON SHEET PT1 AS NECESSARY. 1t' SLAB TYPICAL 112,,¢ THICKNESS BEAM TENbON 't'/2 TYPICAL 1 /2"¢ SLAB TENDONS ffi~r---------+--+_P_.,__, 16" MIN. EXT. BEAM/SLAB SCHEDULE 'h' EXT. MIN. BEAM HEIGHT 14" 't' SLAB THICKNESS 7" PER/METER SECT/ON 2 EXPANSION JOINT (SEE CIVIL PLANS) I•--------------~ I ~~~~~~~~~~ ___ J SEE DETAIL '1' FOR INFORMATION NOT SHOWN RETAINING WALL FOOTING PER DETAIL 1 /C9 ON CIVIL PLANS. IF RETAINING WALL FOOTING IS POURED BEFORE THE PT SLAB, MAINTAIN 6" CLEARANCE BETWEEN TOP OF PT SLAB & TOP OF FOOTING (SEE CIVIL) SLAB AT RETAINING WALL UNDER lHE SUPERVISION OF: 1 /2" DIA. STRAND CONTINUOUS '-;--~~ 4" POST WHERE OCCURS - PT CONTACTOR TO ADJUST CABLE LOCATION PER NOTE 3 UNDER 'TENDON INSTALLATION' NOTES ON SHEET PT1 AS NECESSARY. DEAD END EACH CABLE AT ANCHORS 1 /2" DIA. STRAND CONTINUOUS .,.-------2x4 KEYED JOINT BETWEEN ANCHORS ~~~~~~~~~~~~~~~~~~~~~~~~~~ BETWEEN ANCHORS 3 CONTROL JOINT 03-06-17 Mm BIGI 2d GROI.P, NC. 8070..._o.ntwDltve.a..llO lrvlne,CA 111918 P.114alll•IO RONALD E. MARTIN R.C.E. C4J6B9 DAlE NO. DATE DESCRIPTION OF REVISIONS 4 SIDEWALK (SEE CIVIL PLANS) EXPANSION JOINT (SEE CIVIL PLANS) PT SLAB -SEE DETAIL '1' ....... -. - - -,..,,.... ----,.,.----------''--------------t : 4- '• I•---------------~ <I <I _,: .:... ..:..:. ...... ..:... ·_· ...:.·4='='=======~'='===~='='=~ PER/METER AT SIDEWALK REVIEWED: SEE DETAIL '1' FOR INFORMATION NOT SHOWN PETER TAUSHER RCE 79012 SENIOR CIVIL ENGINEER BONITA CANYON SPORTS PARK PICKLEBALL COURTS DESIGNED: DRAWN: RM BP APPROVED CHECKED: DATE: KA 03/10/17 SHEET PT2 OF PT3 CI T Y O F N E W P O R T B E A C H PU B L I C W O R K S D E P A R T M E N T BONITA CANYON PARK PICKLEBALL COURTS (MARCH 2017) P- 5 2 4 0 - S C- 8 1 3 0 - 2 C:\ACAD\Jobs\AEG STRUCTURAL ENGINEERS\Bonita Canyon Pickle ball court\PT1.dwg03/08/17 04:05:55 PM PO S T T E N S I O N F O U N D A T I O N S L A B AL L P O S T - T E N S I O N A N C H O R S T O B E E N C A P S U L A T E D !I ]Iii li?f 1111 I. a~ e: C: z z > !:! 6 ('I :i! m 11::: > ~ ~ I !!I z REGts -.. ~, 'i':...., ~ .., .., ::: ~~ 1133\\' i2l ?J ;91ta p !" ~ !-i 18 I !/I c,15! ~.!. ..... 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