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HomeMy WebLinkAboutP_5244_S• ' CITY OF COSTA MESA C:) PROJECT LOCATION � l(s,� CITY OF IRVINE UNl'IERSll'I #- VICINITY MAP SYMB OL -0-POYIER POLE SEVIER CLEANOUT cSl SEWER MANHOLE @ STORM DRAIN MANHOLE l>Q4 FIRE HYDRANT • WATER METER Ill SlREET LIGHT PULL BOX 1111 TRAFFIC SIGNAL PULL BOX :r>---<> STREET LIGHT 0 WATER VALVE �GUY WIRE • SUR \/EY MONUMENT SIGN e VAULT \/ENT e TREE a IRRIGATION CONTROL VAL \/E 11!11 CABLE TV PULL BOX � CORI NG LOCA llON ID ELECTRICAL MANHOLE Ill ELECTRICAL PULL BOX �<<<utu11 BUILDING ----EXISTING CONSTRUCTION - ---PROPERTY LINE NEW CONSTRUCTION --�---CENTERLINE -··-S----SE WER LINE -··-W-···-WATER LINE ---G---GAS LINE --E-ELECTRICAL LINE -T TELEPHONE LINE -CATV-CABLEVISION LINE --SP--SPRINKLER SYSTEM -x-x-x-FENCE BLOCKWALL BASIS OF BEARINGS: NOT TO SCALE ABB REVIATIONS (IN ADDITION TO GREENBOOK SE CTION 1-3.2) AB AGGREGATE BASE ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE AMSL ABOVE MEAN SEA LEVEL BC BEGIN CURVE BCR BEGIN CUR\/E RE TURN BVC BEGIN VERTICAL CURVE BLI< BLOCK CATV CABLE TV Cl CAST IRON CENTERLINE CNB CITY Of NEWPORT BEACH CL CLASS CLR CLEAR C&G CURB AND GUTIER CMU CONCRETE MASONRY UNIT E EAST/ELECTRIC EC END CUR\/E ECR END CURVE RETURN EVC END VERTICAL CURVE EXIST EXISTING FLG FLANGE FE FLANGED END FL FLOW LINE FM FORCE MAIN FS FINISHED SURFACE G GAS GV GATE VALVE GB GRADE BREAK GE GROOVED END IP&T IRON PIPE AND TAG LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER oc ON CENTER 0G ORIGINAL GROUND OH OVERHANG PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGHT SCH SCHEDULE s SEWER sco SEWER CLEANOUT SMH SEWER MANHOLE SHT SHEET SW SIDEWALi< s SOUTH SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE STL STEEL T TELEPHONE T/F TOP OF FENCE T/W TOP OF WALL VIF VERIFY IN FIELD w WEST/WATER w/ WITH THE CENTERLINE OF BALBOA BOULEVARD BEING NORTH 72'31'30" WEST PER PARCEL MAP NO. 87-341, P.M.B. 238/34-34, RECORDS OF ORANGE COUNTY. BENCHMARK: U.S.G.S BENCH MARK "BM 8" UNITED STATES GEOLOGICAL SURVEY BENCH MARK "BM 8" AS SHOWN ON THE "NEWPORT BEACH" 7.5 MINUTE QUADRANGLE MAP. PUBLIC WORKS DEPARTMENT ..... -- - EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY DAY (800)624-8153(BOO) 611-1911 ... V) �-- - --- CD <D CD (D CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISlRICT {800} 332-1321949 644--3011 714 962-2411 (714)542-6222 (949} 644-3717 TIME WARNER CABLE COX COMMUNICATIONS NEWPORT ELEMENTARY PLAYFIELD I I -- -./ - / / �"- NEW'PORT ELEMENTARY I- . BOARDWAl K . FIELD �4<. ::-,, / ,,..,/ � � BLACK TOP EBEEEB EEEEEE 'I) 0 �). I I 111 11-[I] LOCATION MAP NOT TO SCAUE ULSA NG I --" ___/ - . . I ... V) i!:..., DATE: DATE: 1-2-z-151 I -z ,z -?,ot f' LJ - M: - m 0D err=' ----·---" _J ® --{j)---( r-' \ L,-l t:::L/ i� .'! -(A'\ \ 1 e � a RCHI TEC TURE FULSANG C30715 ARCHITECT 3471 VIA LIDO, SUITE 202 NEW PORT BEACH, CA 92663 PHONE: (949) 838-4139 DATE: 12/22/'1!J17 GMC Er, ,r ;ng- : � \'Varrr J, Suite lust< , 780 APPROVAL RECOMMENDED: MIKE PISANI MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: 1--z_�-t� GENERAL NOTES 1.ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BECONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED INTHE crrYs STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2.EXISTING UNDERGROUND UTILITIES ARE SHOWN 1'S PER AVAILABLE RECORDS. THE CONlRACTORSHALL BE RESPONSIBLE FOR VERIFYING THE AClUAL LOCATION AND ELEVATION IN THE FIELDPRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISHTO ADJOINING IMPROVEMENTS. 4.P.C.C. SHALL BE CLASS 560-C-3250. 5.CONTRACTOR SHALL AD.1.JST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEYMONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADEPER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6.PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN ANO MATCH LINE AND GRADE OFEXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7.ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTIONOF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FORCORRECTION .. 8.ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, ORVICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED ANDCALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONSOR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. PLANTING GENERAL NOTES 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEOIA TEL Y SHOULD FIELD CONDITIONS VARY FROMTHE PLANS. 4.CONTRACTOR SHALL VERIFY LOCATION Of ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION.ANY DAMAGE TO EXISTING SITE ELEMENTS OR UTILITIES SHALL BE IMMEDIATELY AND PROPERLYREPAIRED TO ITS FORMER STATE AT NO ADDITIONAL COST TO THE CITY. 5.THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT ISOBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOTHAVE BEEN KNOWN DURING THE DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TOTHE ATTENTION OF THE ENGINEER. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALLNECESSARY REVISIONS OE TO FAILURE TO GIVE SUCH NOTIFICATION PRIOR TO BEGINNING WORK. 6.CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMl;:S DURINGCONSTRUCTION THROUGH COMPLETION OF THE PICK-UP WORK. 7.CONTRACTOR SHALL REMOVE ALL EXCESS SOIL GENERATED BY HIS OPERATION FROM THE SITEPER ALL APPLICABLE CODES. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM THE SITE, AS WASCREATED FROM HIS CONSTRUCTION AND/OR DEMOLITION OPERATIONS PER ALL APPLICABLECODES. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND AREA.QUANTITIES, If PROVIDED, ARE FOR THE CITY'S INFORMA llON ONLY. 10.THE CONTRACTOR SHALL MANUALLY IRRIGATE OR ACTIVATE IRRIGATION SYSTEMS NECESSARY TOWATER AND MAINTAIN EXISTING VEGETATION AS PLANTED. 1 TITLE SHEET 2 TOPOGRAPHIC SURVEY 3 TOPOGRAPHIC SURVEY 4 OVERALL SITE PLAN 5 SITE PLAN 6 ENLARGED FIELD PLAN 7 WALL ELEVATIONS 8 PROFILE SECTIONS 9 SECTIONS & DETAILS 10 SECTIONS & DETAILS 11 IRRIGATION PLAN 12 IRRIGATION SCHEDULES 13 PLAN 11 NG PLAN 14 IRRIGATION DETAILS SHEET INDEX 15 GRADING NOTES, CONSTRUCTION NOTES AND QUANTITIES 16 PRECISE GRADING PLAN 17 SIGNAGE PLAN C-8150-2 APPROVAL RECOMMENDED: RE\1EWED : TITLE SHEET ICH R 214 ASSISTANT CITY ENGINEER DATE: l • t:t-\S CHECKED: EA NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5244-S SHEET 01 OF 17 JOHN WAYNE 1 ,,.., AIRPORT --- I ~ ~ ..... I • NIGHT Ci J:: 0 '-------L------ C-8150-2 (\ / / APPROVE0: _ __:_,~4;;:;.-,-µ:_~F:~-:-1~~:::!:_--t.,J---- D VIDA. EBB PUBLIC WORKS DIRECTOR R.C.E. NO. 47961 APPRoVEo, ___ • lf/e-"--m_k_M_~_R_~_v_u._R_~_J_E_v_1~------ oEPUTY PWD I CITY ENGINEER R.C.E. NO . 61527 -- - ------- ' --I -- ----. ---~ -:;l! i..-- "---~ -~ -' . .. . . ' ' • • - ~ c I - r . " rT,'"' - - n ~1 ~ I -. l ----. J -- ..... I --. ,. __ _ --' I -1 -- RECORD DRAWINGS These Record Dra'Nings have been prepared based on information submitted, in part, by others. W hile 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 DESIGNED: DRAl'IN: Ef DAlE: Ef 12 22 17 I ···-· , --- I ' '$) ~ ~ 3"-- \; ~ t ~-'8 ~. U:' '>.:-~ " -,;;, ~ SCALE: 1 • = 1 oo· -- -- - - 100' o· so· 100· 200' -- LEGEND: AC ASPHALT CONCRElE APX APEX BLD BUILDING BW BACK OF WALK CLF CHAIN LINK FENCE CPD CONCRElE PAD CTVBX CABLE TV BOX D DIAMElER EM ELEClRICAL MElER EOC EDGE OF CONCRElE EOGR EDGE OF GRASS EP EDGE OF PAVEMENT FD FOUND FS FINISHED SURFACE GM GAS MElER GTP GA 1£ POST H HEIGHT HSE HOUSE BLOCK WALL IN INCHES L/T LEAD AND TACK MS MOW SlRIP - o -CHAIN LINK FENCE it CENlERUNE NG NA TUR AL GROUND OH OVERHANG @I FOUND MONUMENT OSFW OUTSIDE FACE OF WALL S/W SPIKE AND WASHER SLPB STREET LIGHT PULL BOX • GAS MElER ■ GRAlE TBX TELCO BOX TC TOP OF CURB II STREET LIGHT PULL BOX TG TOP OF GRAlE Ill lELCO BOX TP TOP TRN TRANSFORMER Ill UTILITY BOX TW TOP OF WALL ==O== UTILITY POLE TWR TOWER UBX UTILITY BOX ◊ YARD LIGHT UP UTILITY POLE WMN WELL MONUMENT YL YARD LIGHT SEE SI EET 2 FOR SI IE OETAILS BASIS OF BEARINGS: TI-IE CENmWNE OF IW.SOA BOULEVARD BEING NORTH 72'31'30• WEST PER PARCEL MAP NO. 87-341, P.M.B. 238/34-35, RECORDS OF ORANGE COUNTY. ASSESSOR'S IDENTIFICATION: ORANGE COUNTY A.P.N. 047-290-03 AREA: 19.84:t: ACRES PER ORANGE COUNTY ASSESSOR ---- 14.86 AC ... :1 -" BENCH MARK REFERENCE: U.S.G.S. BENCH MARK "BM a• UNITm STATES GEOLOGICAL SURVEY BENCH MARK "BM a• AS SHOWN ON TI-IE ~EWPORT BE'ACH• 7.5 MINUTE QUADRANGLE MAP. El.EVAllON: 10.5 FEET' A.M.S.L (NAVD88) (D.f\TUM VERIFIED IN FIELD 10 BE WITHIN 1-A ACCURACY STNID.f\RDS} TllLE REPORT IDENTIFICATION: (PENDING RECEIPT OF TITlE REPORT) EASEMENT NOTES: (PENDING RECEIPT OF TITlE REPORT) PARC.EL MAP No. 87-341 PMS. 288 / 34 -36 --------..... ------------- --- ..... - BBR'l' BABB AND ASSOCIATES. INC. LAND SURVEYING & MAPPING 114,?t' No. 7211 * Exp. 3-31-18 ..... - - LEGAL DESCRIPTION: (PENDING RECEPI' OF 1T11..E REPORT) A PORTION OF LOT 1 JA OF MAP OF SEC110N B NEWPORT BE'ACH, IN TI-IE CITY OF NEWPORT BE'ACH, COUNTY OF ORANGE, STAlE OF CALIFORNIA, AS SHOWN ON MAP OF SAID TRACT, RECORDED IN BOOK 4, PAGE 27 OF MISCEUANEOUS MAPS, IN TI-IE OFFICE OF TI-IE RECORDER OF SAID COUNTY. DATE OF SURVEY: JULY 30, 2010 SURVEYORS NOTE: TiiE BOUNDMY LINES NID nER DIMENSIONS SHOWN HEREON ARE PER RECORD INFORMATION NID THEIR LOCATIONS ARE APPROXIMATE, PENDING RECEIPT OF TITLE REPORT. LIVING PLANTS STATEMENT: TI-IE HEIGHTS NID ELEVATIONS FOR TiiE TREES, BUSHES NID onD LMNG PLAN1S SHOWN HEREON, SHOULD BE CONSIDERED APPROXIMAlE (+/-} NID ONLY VALi> FOR THE D.f\lE OF TI-1IS SURVEY. 'lliEY ARE PRO\IIDED AS A GENERAL REFERENCE NID SHOULD NOT BE USED FOR DESIGN PURPOSES. ..... -- --------------- REVIEWED: it1C ------ APPROVAL RECOMMENDED: PATRICK ARCINIEGA PATRICK ARCINIEGA RCE 70740 3188 AIRWAY AVENUE, SUITE K1 COSTA MESA, CALIFORNIA 92626 714 557-1567 OFFICE DAlE: _ _,1..,,2/~22.,,_/-'""20=17 __ SENIOR CIVIL ENGINEER JN, 801.118 F C~ CHECKED: DA lE: DESIGNED: EF 12 22 2017 IJRAlltj: EF DAlE: -~1=2/=22=/=20~17 __ EA I I AP.N. 047-290-02 C-8150-2 TOPOGRAPHIC SURVEY NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5244-S SHEET Q2 Of 17 I I I ~"'-,.,~,ti 'ft< • l .. J/4, I I I /~ I ~ It, ~ I ~ I fifi ,~~ ~ ~ ;,t !.I I I ---- 'SANO PLAYGROUND , 1¢--,., ~ ,., ..... "' H ~ ,., ~ ,., 'ASPHALT LOT , 'GRASS, LINK FENCE 10.37 f'S 'EXISTING BUILDING, OCEANFRoNT (NO CENTERLINE INFO AVAILABLE) ~ !IG 1/) (0 10.37 F'S 'GRASS, 'ASPHALT LOT, ¢- !IG ~ It, ~ !IG IIIJll'I' BA•,: AND ASSOCIATES, INC. LAND SUR~YING & MAPPING 3188 AIRWAY A VENUE, SUITE K1 COSTA MESA, CALIFORNIA 92626 714 557-1567 OFFICE JN. 801 .118 \!,.01 tOC ~ I~ ... ~ IS "' '<l 14,75 toe BLOCK WALL 10.lJ F'S .I~ -I>-~(§, ~ ,., , ,9l ~·~ ... ~ 23.00 "' 05fW , .. ~ \'!>etfl <(c \II), 'GRASS, IJ,li') ,It§ ~ ,., ~ .,,. It 1$/J • ·!% .<ft RE\1EWEO: 13TH <t I.BIKE PATH--. 14.10 EQGR IJ.55 AC 'ASPHALT LOT , ~ ,., ¢-,., i1.00 i1,(i.l (1111' ().f 'II' ¢- fS ~lSo I ,f, I ~,q ~ It, ._..<?~ ;fo 14.00 ¢-NG It, ~ 'S.PT ~ ◄ \4,96 ,~~ IP toe ;~[%, ~ 14.89 &l ' ...... @' AC il-10 ~ APPROVAL RECOMMENDED : '(It} , ...... ...,, ..... E:RJC G.CJo715 PA1RICK Af!ONIEGA DA1E: 12/22/2017 RCE 70740 SENIOR Cl\-11. ENGINEER ' ~=;;;;:--"'m=::---7,oc'sir.i"'=-~-ToDRAlii-~·-7 DAir, 1212212011 'CHECl<ED: DA 1E: .,,,,..,, ""' ---~ . -- £F 12 22 2017 £F EA 8 i:l 13.10 NG 13.tl0 NG J,/ BLOCK WALL ~,(I .{q~ ~ 13.90 OSfW'II' 10.q 1(/~ F'S ~ ~✓ io (0 'BEACH, 0 SCALE: 1" = 20' 10' 20' LEGEND: AC ASPHALT CONCRETE APX APEX BLO BUILDING BW BACK OF WALK CLF CHAIN LINK FENCE CPD CONCRETE PAO CTVBX CABLE TV BOX D DIAMETER EM ELEClRICAL METER EDC EDGE OF CONCRETE EOGR EDGE OF GRASS EP EDGE OF PAVEMENT FD FOUND FS AN I SHED SURF ACE GM GAS METER GlP GA TE POST H HEIGHT HSE HOUSE IN INCHES L/T LEAD AND TACK MS MOW SlRIP NG NA TIJRAL GROUND OH OVERHANG OSFW OUTSIDE FACE OF WALL S/W SPIKE AND WASHER SLPB SlREET LIGHT PULL BOX 1BX TELCD BOX TC TOP OF CURB TG TOP OF GRATE 1P TOP lRN lRANSFORMER TW TOP OF WALL TWR TOWER UBX UTILITY BOX UP UTILITY POI.£ WI.IN ~ MONUMENT YI. YARD LIGHT BLOCK WAU -o -CHAIN LINK FENCE Ct CENTERLINE • FOUND MONUMENT • GAS METER • GRATE • SlREET LIGHT PUU BOX ID lELCO BOX • UTILITY BOX ==O== UTILITY POI.£ ¢ YARD LIGHT C-8150-2 TOPOGRAPHIC SURVEY NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5244-S SHEET 03 O' 17 40' ---- ---------- ft-t-_ ---- 11 .,,,__ - ----------- f:?.r ELf:i'1EN; A ~--PROPOSED PLA'fFIELD UPCS.RADE5 ' - "Q;~t', 0 w-¾i-.__ 7 - A.P.N. 047-290-03 LOT COVERAGE EXISTING NEW PROPOSED BUILDING 0 SQ.FT. 0 SQ.FT. PAVED AREA 94,473 SQ.FT. -13,973 SQ.FT. LANDSCAPED AREA 25,766 SQ.FT. 13,573 SQ.FT. UNIMPROVED AREA 744,197 SQ .FT. 0 SQ.FT. GRAND TOTAL OCEAN FRONT LOT COVERAGE EXISTING NEW PROPOSED BUILDING 0 SQ.FT. 0 SQ.FT. PAVED AREA 8,550 SQ.FT. 3,300 SQ.FT. LANDSCAPED AREA 12,786 SO.FT. -3,300 SQ.FT. UNIMPROVED AREA 7,064 SQ.FT. 0 SQ.FT. GRAND TOTAL OCEAN FRONT LOT COVERAGE EXISTING NEW PROPOSED BUILDING 0 SQ .FT. 0 SQ.FT. PAVED AREA 1,255 SQ.FT. 0 SQ.FT. GRAND TOTAL ULSANG RCHITECTURE TOTAL 0 SQ.FT. 80,500 SQ.FT. 39,339 SQ .FT. 744,197 SQ.FT. 864,036 SQ.FT. TOTAL 0 SQ.FT. 11,850 SQ.FT. 9,486 SQ.FT. 7,064 SQ.FT. 28,400 SQ.FT. TOTAL 0 SQ .FT. 1,255 SQ.FT. 1,255 SQ.FT. REVIEWED: DATE: 12/22/2017 LOT COVERAGE BUILDING PAVED AREA LOT COVERAGE BUILDING PAVED AREA LANDSCAPED AREA UNIMPROVED AREA A.P.N. 047-300-03 EXISTING NEW PROPOSED 0 SQ.FT. 0 SQ.FT. 3,102 SQ .FT. 0 SQ.FT. GRAND TOTAL TOTAL EXISTING 0 SQ.FT. 107,380 SQ.FT. 38,552 SQ.FT. 751,261 SQ.FT. -- I I /4 ✓ NEW PROPOSED 0 SQ.FT. -10,673 SQ.FT. 10,273 SQ.FT. 0 SQ.FT. - TOTAL 0 SQ.FT. 3,102 SQ.FT. 3,102 SQ.FT. TOTAL 0 SQ.FT. 96,707 SQ.FT. 48,825 SQ.FT. 751,261 FT. ---------------- 'l: ;l A.P.N. 047-290-02 N I I APPROVAL RECOMMENDED: PATRICK ARCINIEGA PAlRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER MAG-N SCALE@ 11x17: 1'" = 200"-0" SCALE @ 24x36: 1'" = 100"-0'" o· 50" 100· 200' C-8150-2 OVERALL SITE PLAN NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 3471 VIA LIDO, SUITE 202 NEWPORT BEACH, CA 92663 PHONE: (949) 838-4139 CHECKED: DATE: DESIGNED: DRAMII: DATE: -~12~/2~2/~201~7 __ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5244-S SHEET Q4 OF 17 Ef 12 22 2017 EF EA \ I ~ \(E) GATE---1--------4--------(E) SCHOOL (E) BUILDI NG I I \ O' I\ L-----------i ~ I >--(E) CMU V'lALL il'IJ·-~ I I ~ CHA IN LINK FENCE \ _ _. ____ ------ ----- -,~1 C\ \ -/\r> \ ~ I I I ---__ __). _____ __._ ---b....===--==-1=~==..=I i 'I!----,..---,Nt~~ _Q(lo,a./ E,,,. r"I--• ' --_ _Pr,;tDI . _1,I ~---, V on7~ .)p fa.. 'f<S \," C!rr-.JJ - ------- (E ) CMU \IIIALL TO 6E -+-++------~"'-. REMOVED --...__ ,-, "'-. I (E) PAVEtvlENT TO 6E -111\---it==~-----../ REMOVED C") 0 I 0 0 C") I ~ 0 • z • Q_ • <( 0) 0) I I \ I I \ lb====\I I \ r (E) BEACH SAND___) FLATY't:>R.K LE6END, ~ ~ PROPOSED C.ONc.RETE ~ PROPOSED PAVEMENT I I \ I I -~ I \ I I I - b :i ~ . 2e,1°-I" ' I EB EB EB EBEBEB D (E) PAVEMENT D (E) USA LOGO, PROTEC.T IN----' PLAc.E - r ) ED5E OF PAVCMENT I *NOTE: EXISTIN6 6R.ASS FIELD AND IR.R.16ATION TO BE REMOVED, RE6RADED AND RE-SODDED. NEY11 IR.R.16ATION S"l"STEM TO 6E INSTAI I ED W SMART DR.OU6HT TOLER.ANT C.ONTR.OL S"l"STEM. I I I I ULSANG RCHITECTURE 3471 VIA LIDO, SUITE 202 NEWPORT BEACH, CA 92663 PHONE: (949) 838-4139 _j I ! ~ V L I, ~ C\ ~ ✓~1-d l~ \~6'.~ I \ ... ------------- (E) SLOPED PAVING TO 6E REMOVED, RE6RADED AND REPAVED r (E)BEA CH SAND___) D [ /~I\ D [ r I I I DA TE: 12/22./'lOl 7 _) APPROVAL RECOMMENDED: PATRICK ARCINIEGA PAlRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER CHECKED: DATE: DESIGNED: DRAWN: DATE: __ 1=2/=22=/=20~17 __ Ef 12 22 2017 Ef EA GMC!) : '.V.::n-,.. SCALE@ 11x1711" = 40"-0" -·ng lfte. • , Suitis l 80 SCALE@ 24x36: 1" = 20·-0· o· 10· 20· 40' C-8150-2 SITE PLAN NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5244-S SHEET 05 Of 17 \ \ 11 ~-----+-(E) Y'lA TER JvfETER I w, II ,-----------t-PROPOSED BACKFLOY'i PREVENTOR ,------+-PROPOSED RAIN MASTER ;, I \ CONTROLLER I 82'-0" \ \ " ~----(E) 6ATE ,------i-----(E) Ll6HT POST TO REMAIN I ,: -;, I \ ,-----(E) CMU Y'lALL I",/ CHAIN-LINK FENCE 2 · I .:L-+--d:.,_ ___ __.1 ____ __. ,----(E) 6A TE 8 " -I 1\~;;;;;;;;;;;;,~~=::::::=·=·"' ,T=-=·-···=•-·=-.="'·'"=·--=-p==--~.--=-=· -=·-""'·--=~::""""~-="""'I~_-_----PRO--Pos~E=D-6'=-o-·-· c.o~N=c.=RETE=_s _1D=E=l"IAL_K_E""""~~==-~F'· -~--+-""""'_L_.,...,,,,,"""""""'"'""""'""""""""'""""'"""""""""""""""'·==·'=~-~==""1""""""""'""""~F~r-~--, --,~·<·~---"-_8=1-·~-4 •-·., ~,1 -v-"-1 ',1-,11-',/ V --v -,1-i i:_T_C.~-E-:is-T-1~6 ',/-,J-',/-,J-',/-',/-',/-',/-,1 ',/-,1-',/-',/-',/-',/~-',/-;L-~-~~-~-Nfo_R_~_A;N--',/ " ..,_.., ',/ ',/-',/-',/-',J-',/-,1 -',/-',/-',/-',/-',/-',/-,J--',/-',/-',/-',/ ',/-\/ ',/-~-~ ---i\ PROPOSED 6'-01-+-<c-+----- C.ONC.RETE \ -11' SIDEY'iALK EXTENSION, SEE CIVIL DRAY'ilN6S (SHEET 16 OF 11) \ L(E)SAND~ PLAYGROUND TO I REMAIN ---++-r-- - -------+-- I I \ I I 2 1 (E) PAVEMENT TO Bl---1--'-fL--s--15' -~~- REMOVED I (N) PAVEMENT LINE TO+-+--+-~ ALl6N W PROPOSED l"IALL CORNER -------------===d=.==,i l-1--..;.11---14' CD CD CD C.MU BLOC.K l"IALL WALL SPEC., 'OR.c.O' BLOCK COLOR 'J/'IHEAT' I I \ I I \ I I \ 8Xf'JXl6 SPLIT FACE, BOTH SIDES RUNNING BOND PAI ,ERN C:AF SPEC., 'PACIFIC. STONE' FINISH: 'Ll6HT SAND'/ C.OLOR: #II 'MARRIONE' MODEL ll'lc.-102-11 'PALISADE' 11.00 FS 12.00 FS 14.00 FS 5'-8" ---------------------------~ .>.,,----------------------------II' --PROPOSED C.LEANOUT (TT'P AT (5) LOCATIONS ALON6 SIDEl"IALK) 10 .,,.. (E) CMU Y'lALL TO 6E REMOVED 4 REPLACED W PROPOSED 8" SPLIT FACE C.MU l"IALL W C.APSTONE AND SKATE STOPPERS --(E) CONCRETE JIIIALKY'lAY TO ----- -~ 6E REMOVED 4 REPLACED W NEY'i -- ---------14-- ---...... (E) CMU Y'lALL TO 6E REMOVED 24'-0" --.... '---..__ (N) ED6E OF PAVEMENT 16'-11" PROPOSED I?)" SPLIT FACE C.MU l"IALL W CAPSTONE AND SKATE STOPPERS 9 24" OC., TT'P 281'-1" --¥-----------------------------PROPOSED l"IALL D --- -(EJ 6RA~ANE:> rRRl6ATION To-+-----oHtrv , EIE-REl-10YED AND REPLAC.ED ,,..-/' W NEll'l PAVEMENT -- (E) ED6E OF PAVEMENT EXTEND»-1---...,,.,-- TO l"IALL (E) CONTOURS~ ,,..-,,..- ,,..- / --+-(N) EDGE OF PAVEMENT 2 e 16'-10" 00'-0" 5'-8" D -+-/'' l ..._, 1 I \ t I I ;T, \ I I I I I I ] I I I ] I ~ I \ I I I I \ I / I / ' I / I , 'E) BASKETS-Alt-e('.)t.JR"f---: :To BE REMOVED : I I I I I I I ,_..._ I I I --------~-------------------~ • j II\ SCALE ill 11x17o 1/32" = 1'-0" SCALE ill 24x36, 1/16" = 1'-0" o· a· 1s-32• FLATll'lGRK LEGEND: C-8150-2 ~ ~ PROPOSED CONCRETE ~ PROPOSED PAVEMENT •NOTE, EXISTIN6 6RASS FIELD AND IRRIGATION TO BE REMOVED, RE6RADED AND RE-SODDED. NEll'l IRRIGATION SYSTEM TO BE INSTALLED W SMART DROU6HT TOLERANT CONTROL SYSTEM. ULSANG RCHITECTURE 3471 VIA UDO, SUITE 202 NEWPORT BEACH, CA 92663 PHONE: (949) 838-4139 DATE: ~~12~/~22_/2~0_17 __ CHECKED: DAlE: DESIGNED: DRAWN: EF 12 22 2017 EF EA APPROVAL RECOMMENDED: PATRICK ARCINIEGA PAlRICK ARCINIEGA RCE 70740 SENIOR CII/IL ENGINEER DATE: ~-'-'12.,,./.,,,22,,..,/2,,,,0-'-'17 __ ENLARGED FIELD PLAN NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5244-S SHEET 06 Of 17 EAST ELEVATION WEST ELEVATION • NORTH ELEVATION __A__O.O"AMSL Y6ENC.HMARK • I- I6'-e" I, 4.2'-0" • • '12'-4" -----1,E) LIGHT POLE TO REMAIN (E) C.MlJ VIIALL TO 6E REMOVED-------, 4 REPLACED J/'1/ PROPOSED t'J" SPLIT FACE CMU V'lALL J/'1/ CAPSTONE AND SKATE STOFFCRS 19.95' I4.0.2' 12.6t'J' I TM 11.94' 1.2.01' T/Vi / TM .25'-4" ..... .......,__ (E) LIGHT POLE TO REMAIN ---------PROPOSED t'J" SPLIT FACE CMU l'IALL J/'1/ CAPSTONE AND SKATE STOPPERS 14.0.2' TM 15.6'1' TM SLOPE - ' ' f'FI' 111)::ii I d:\ . -' ~ GMCEn , Wan'0 Tust1, ,, 'ng Inc. /80 "?fE l<f:'l~.D WALL--rzR\LE... 'f'i'f'.. 't\.,AN 'l)A\E:D 4-r.io-t6 1,~ fu1.--s~~~ ~<i:'a\C1€CTv~E SCALE@ 11x17: 1/16"' = 1'•0"" SCALE @ 24x36: 1/8" = 1'·0-0' 4" 8' . 1 16' GMC E, '9 lne. ' Tust, 80 ™/TM ~~ ---· ·,~•s£~~ @~J~ •'•-",Tijh~ w •,: j • a~~~'il,_, •' 1\1.101 \_!V <j) T/F STEP FOOTIN6 N6' <S~t:: ~~ 'Nt\LL. ~,t..E. f~ f\.AI-\ ~Tev 4 -?7o-\<z3 _ _,!. --------FS----------------------------------------·----------------!---------------I--------6ENCHMARK I/ e'-o" ,., , . ., / ----f"F.i!OP __ ::-oSED e" SPLIT FACE CMU l'IALL J/'1/ CAPSTONE AND SKATE STOPPERS SCALE@ 11x17: 1/16'" = 1'-U-• SCALE @ 24x36: 1/8" = 1"-0" 0' I.2'-0" • I6'-e" , - • 3 4' 8' 16' , .24'-0" 25'-4' , I.2'1 '-0" PROPOSED t'J" SPLIT FACE CMU ---- V'lALL J/'1/ CAPSTONE AND SKATE STOPPERS , ,., .2.2'-0" I2°-e" -----1,E) LIGHT POLE TO REMAIN - ' ' ., t'J'-4" , , SCALE@ 11x17: 1/16" = 1•.o·· SCALE @ 24x36: 1/8"" = 1 '•0'" 0' (E) C.MU VIIALL TO 6E ----, REMOVED 4 REPLACED J/'V PROPOSED t'J" SPLIT FACE CMU l'IALL J/'1/ CAPSTONE AND SKATE STOPPERS I I I I I I . .t::::o:::::O:::::r:::::r:'.::1::I'.:r:::::c:::o::::c::::i:::::r:::::r:::::r:r:r;i 2 4' 8' 16' ~-----------------------------------------~--------------------------- .26.2'-0" 2t'J1'-I" -uLSANG ,§:.0 ARc.~ :-<' '/,>, JJ~~ I fl/ii.~~ -.:' I, " • """ __, 1 I ff 't, RCHITECTURE * ., 30715' 11' ~ 06 30/2019 J ,[ DAlE: 3471 VIA LIDO, SUITE 202 -Y,>, -~&.; NEWPORT BEACH, CA 92663 I;: Of: CA\. 1'< CHECKED: PHONE: (949) 838-4139 REVIEWED: ~'1~ ERIC I ANG, C30715 12L22L2011 DA1E: DESIGNED: EF I DRAWN: DAlE: EF 12/22/2017 EA APPROVAL RECOMMENDED: PATRICK ARCINIEGA PAlRICK ARCINIEGA RCE 70740 SENIOR aVIL ENGINEER 12L22L2011 ., C-8150-2 WALL ELEVATIONS NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5244-S SHEET 07 OF 17 EAST ELEVATION WEST ELEVATION NORTH ELEVATION (E/ L. 6--0 OL.:: TO REMAIN - ~ <fl "'::;, , --,:?---------~~::======== =======,--~---------~ :11 ~, +~---t-----l----------~---------------------------, -------------------------------------------------------- ., 8'-4' I., lb'-8" , 4:2'-0' ,., 25'-4' r A / , 'j,., ~ q~ ~ (::) GMU M.-L TO BE REMOVED f REPLAGEV l'V PROPOSED 8' ----\ SPLIT FACE GI-ti~ l'V GAPSTONE AND SKATE STOPPERS 14'-0' 18' • , 42'-0' ,., 7 ., 7 ,, ; ~ ~ _; = =; ===',.;c: -----_:-' r;: ==== = = = ~= =;==,("~::~-----7=-=;~=:,;;=====7_,-: == == ==1~ ~· r OSED 8' SPLIT FACE GMU l'V GAPSTONE AND SKATE OPPER5 e·-o· ., 12·-o· l 1e,'::§' .,, 24•-o· ., :2s·:4· 22•-o· .., 12·-e· 4 · r A A , r J\ ~~ ~ /E) L16Hf PO_E TO REMAIN ' ~ SCALE .1 b17: 1l1S-■ 1"-0- SCALI!: 0 24x36: 1,e· • 1·-0-o• •• 1• SCALE e 11,r11, 1111• • 1'-0- (E) GK. M..L TO BE REMOVED f RE'l.AC,ED l'V PROPOSED 8' SPLIT FACEGMU l'\AI.L W GAPSTONE AND SKATE STOl'f'ERS 1 , .. ... 2 ' I lb.st>' ~ El s~ • 24x36: 1,r • 1·-0· o· .-r , .. 3 :281'-_,_I" ________________________ ..., RCH I TECTURE 3-471 VIA UDO, SUITE 202 NEWPO!n BU.CH, CA Q266.3 PHONE; (949) al8-• 139 APPIIOVAL R[C(ll&l()C)ED: OAl[: 04/J0/2010 OiEcxm Er D•~ 18 Dc;IQED: Er DRAW: (Al 0A1[: ____ _ C-8150-2 WALL ELEVATIONS NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH. CA 92661 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5244-S I SKIT 07 OF 17 (N) 8" GMU ~ALL, -- SOLID GROUT ( ONE GOURSE) (N) #4@16"-----~ (E) 8" GMU Y'lALL, ---- SOLI D GROUT (E) ;;4@ 16 "-----~ (c) ;;4@16 " -----~ CMU WALL EXTENSION DETAIL CMU WALL EXTENSION DETAIL (ONE COURSE) PROJECT INFORMATION: NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 DATE: 04/30/2018 PROJECT NO.: FA PLAN CHECK NUMBER: C-8150-2 DRAWN BY: RP SCALE: 3/4" = 1'-0" w = \) N-1 _j :_ (L U) SCALE 1-1/2" = 1 '-0" 1 RCHITECT URE 3♦71 VIA UDO, sum: 202 NEWPORT 8fACH, CA 92663 PHONE, (9♦9) 838-♦ 139 (N) 8 " GHU YiALL, SOLID GROUT (TV'lO COURSES) (N) #4@16 " (N) #4@16 " (E ) 8 " GMU V'lALL, --~ SOLID GROUT (E) :i:;4@ 16"------....___ (E) ¢4 @16" ---------- CMU WALL EXTENSION DETAIL CMU WALL EXTENSION DETAIL (TWO COURSES) PROJECT INFORMATION: NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 DATE: 04/30/2018 PROJECT NO.: FA PLAN CHECK NUMBER: C-8150-2 DRAWN BY: RP SCALE: 3/4" = 1'-0" " ~ -.:t" I ill = \.) N -1 _J =-Q_ IJ) SCALE 1-1/2" = 1'-0" 2 RCH I T E C T URE 3♦71 V1A UCO, SUITE 202 NEWPORT BEACH. CA 92663 PHONE: (9♦9) 838-4139 . SECTION 2-2 (EXISTING) 1.2'-0"± VIF 10.41' AMSL 1.6% SLOPE 1.2'-0' 10.41' AMSL 10.40' AMSL 10.0' AMSL 11.0' AMSL 1.2.0' AMSL 9 . .2% .. SLOPE 195'-0" 15.0' AMSL 14.50' EDGE OF GRASS ~-LIMIT OF (E) GRASS (E) ASPHALT CONCRETE-----' SCALE@ 11x17: 1/16"' = 1'-0" SCALE @ 24x36: 1 /8" = 1 '-0" o· 4• 1 8' 16' _________ __,...._ 0.0' AMSL ______ _ V 6ENc.HMA!<.K ------------------------------------------------------------------------------ ------------- -------------------- SECTION 2-2 (PROPOSED) 1.2'-0"± VIF 10 . .26' AMSL 1.6% SLOPE ±I3 5 '-I" (E) GRASS 9.1% SLOPE 16.0' AMSL 14.40' '----LIMIT OF (E) GRASS SCALE@ 11x17: 1/16" = 1"-0" SCALE@ 24x36: 1/8'" = 1'-0" 14.10' AMSL 2 O' 4' a· 16' (E) ASPHALT CONCRETE----_,, ♦ 0.0' 6ENc.HMA!<.K ____________________________________________________________________________ _ SECTION 4-4 (EXISTING) I I I SEE DETAIL 1-(B-q-'--I --+-----1i I I I I / 1.2'-0"± 10 . .21' AMSL SLOPE '--------- ----" l I I I I I I I 10.0" AMSL 11.0' AMSL 194'-II" 14.0' AMSL A 0.0' BENCHMARK v --------------------------------------------------------~- SECTION 4-4 (PROPOSED) SCALE@ 11x17: 1/16" = 1'-0" SCALE@ 24x36: 1/8" = 1'-G'' o• 4• a· 4 16' ULSANG RCHITECTURE 3471 VIA LIDO, SUITE 202 NEWPORT BEACH, CA 92663 PHONE: (949) 838-4139 REVIEWED: APPROVAL RECOMMENDEO: PATRICK ARCINIEGA PA lRICK ARCINIEGA RCE 70740 DA 1E: 12/22/2(117 SENIOR CIVIL ENGINEER CHECKED: DAlE: DESIGNED: DRA\\tl: DAlE: __ 1,_,,_2,_,,/2,,,2/.,,,20'-'-'17c___ EF 12 22 2017 EF EA SCALE@ 11x17: 1/16" = 1"-D" SCALE @ 24x36: 1 /8" = 1 '•D" O' 4' 8' 3 16' C-8150-2 PROFILE SECTIONS NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5244-S SHEET 08 OF 17 (E) SAND PLAYGROUND TO REMAIN PAYl:MENT WALL CORNER DETAIL 1.6% SLOPE"' cl.) I 11) SECTION D-D (SHEET 16 OF 17) ¥. i II) ~ 3 5'-4" d, b+ I I I I I I I I I I I I I I I ' ,i---,;,__ _____ (E) GIYIU V'IALL TO BE REMOYl:D $ I I I I I I I I I I I I ~ ~ ' ' ' ' ' ' ' S'-e" REPLAC.ED W PROPOSED e," 5PLIT FAC.E CMU V'IALL W CAP5TONE AND SKATE STOPPERS (E) GRASS $ IRRIGATION TO BE REMOVED 4 REPLAC.ED 24'-0" SCALE@ 11x17: 1/8" = 1'-0" SCALE@ 24x36: 1/4" = 1'-0" o· ------PROPOSED CONCRETE 5IDEYIIALK EXTENSION, 5EE CIVIL DRA~INl:>5 (SHEET lb OF 11) ,---------PROPOSED FLO~INE, 5EE CIVIL DRAV'IINl:>5 (SHEET lb OF 11) \'.2,,\ ~ "---(E) SLOPED PAVING TO BE REMOYl:D, REGRADED 2' AND REPAYl:D @ 12: I SLOPE, 5EE CIVIL DRAV'IINGS (SHEET lb OF 11) SCALE@ 11x17: 1/4" = 1'-0- SCALE@ 24x36: 1/2" = 1'-0-o• 1' 4' 2" ULSANG 8' 4' RCHITECTURE 3471 V1A LIDO, SUITE 202 NEWPORT BEACH, CA 92663 PHONE: (949) 838-4139 4 5 (E) LIGHT POST TO REMAIN ------------- ------(E) GHAIN-LINK FENGE -----(E) GIYIU V'IALL SECTION C-C (SHEET 16 OF 17) 11 ;I c:i ' d 'ii ' ' ( ,-----!'Mu; +-Hi41-p, ----PROPOSED CONCRETE SIDEY'-IALK l. ',,,,,.;J' U EXTENSION, SEE CIVIL DRAY'tlN1:oS ::; (SHEET lb OF 11) SCALE@ 11x17: 1/4" = 1'-0" SCALE@ 24x36: 1/2" = 1'-0" o· 1' ___ (E) V'IALL TO BE REMOVED 4 REPLAC.ED W NE~ 2' 1 4' 2!1!. 5LOPE (E) SAND ' ' SECTION B-B (SHEET 16 OF 17) SECTION E-E (SHEET 16 OF 17) REVIEWED: DAlE: 12/22/2017 '------------GOJvfPAG TED SAND '-----------PROPOSED CONCRETE 5IDEY'-IALK, 5EE CIVIL DRAV'IINGS (SHEET lb OF 11) SCALE 314•• = 1"-0'" ,---------------PROPOSED CONC CURB, 5EE CIVIL DRAV'IINl:>5 (SHEET lb OF 11) ,------------PROPOSED A5PHAL T PAYl:MENT, SEE CIVIL DRAV'IINl:>5 (SHEET lb OF 11) ,, ~ .. . . . -.. ,· .. -,· •. '------COMPAC.TED SAND SCALE 3/4" = 1'-0'' 2 3 C-8150-2 APPROVAL RECOMMENDED: PATRICK ARCINIEGA PAlRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER SECTIONS & DETAILS NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 P-5244-S CHECKED: DAlE: DESIGNED: DRAYIN: DATE: -~12~/'12=/~2=01~7 __ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 09 OF 17 Ef 12 22 2017 Ef EA 05/03 !"'! 10,rur FA-.FR Series Products cont'd Skc,-tesroppers ~ o··ttooemo/k·of lrilel~cept This pqrt Is designed for edges that do. not form a 90° angle and that have a 'Ii' rodiUS (lormerly FA901.5), May be substituted tor FA902.5. Approprlote for most cement benches with ½"radius when specifying SMART PINS1". mis patented part is designed for edges that have a '1/8" radius and have vertical face that is 2' (the face thru hole is located at 1 " so that It centers oh the subslrateJ. Most commonly used on overhang ledges, pre-cast capstones, granite, and ti le, Available in Spiral Drive or SMART .l'lNS"', La rg e Bul lnose FRl .0 This part Is extruded from 6061 •16 aluminum and Is designed to fit 2" bullnose (1" radius). Also may be used on 1" radius troweled concrete. For use wtth Spiral Drive or SMART PINSTM, FRl .25 This part Is cast from alumlnunn or bronze and Is designed to fit 2-½" bulinose (1.25" radius). Part incorporates lntelllcept's SMART PIN™ design. FR l .50 This. part !s cost from aluminum or bronze and Is designed lo flt 3.0" bullnose (1 .5" rodiLJS), Part incorporates lnl ollicopt's SMART PIN"" design. SCALE SKATE STOPPER: FR0.5 MTS 6 RAKED MORTAR---- JOINT (TYP) STOP HORIZONTAL--- 60ND 6EAM REINFOR.C.EMENT@ CONTROL JOINT BUILDINcS PAPER --_.,- 60ND BREAK ON ONE SIDE OF CORE ~ SACKER ROD (n'P) ~-SEALANT (n'P) HORIZONTAL BOND 6EAM REINFOR.C.EMENT VERTICAL REINFOR.C.EMENT IN 6R.DUTED CELLS CAP---------~ ® SKATE STOPPER--~ e" CMU i"IALL, ---------... SOLID cSROUT #4@If>' ------"" V'IALLSPEC, 'ORC,O' BLOCK COLOR 'i"IHEAT' exexlf> SPLIT FACE, 60TH SIDES RUNNINcS BOND PATTERN CAP SPEC, 'PACIFIC STONE' FINISH, 'LlcSHT SAND'/ COLOR, #II 'MARRIONE' MODEL ~-102-11 'PALISADE' CONTROL JOINT DETAIL (20' OC MAX SPACING) SCALE 3 3/411 s 1 '-0" COVER EARTH SIDE i"IITH -~ A STRIP OF MEMBRANE lf<IA TERPR.OOFINcS TO PR.EVENT SEEP~ THR.OUcSH JOINT SMOOTH DOi"IEL, ONE END DESONDED HORIZONTAL 60ND 6EAM REINFOR.C.EMENT (STOP REINF @ EXPANSION JOINT) : ··-~· •• •.:=· "'·'· _·.., ~--.:: 1;"', ./,.,,."--•:·::~ . .-:··.· • .. :,, ... , .. ~----COMPRESSIBLE MATERIAL -----SACKER ROD 4 SEALANT (TYP) •. " • • .. d d • • • . 4,,--.,...--• • #5§12" ----+--~ NOTES, 2'-0" I. ALL CONCRETE SHALL HAVE A MIN 2e DAY COMPRESSIVE STRENcSTH (P'e,) OF 4,500 PSI, USINcS T"l'PE II PORTLAND CEMENT CONFORMINcS TO ASTM CISO, AND A MAX Y'V'CM OF 0.45 2 . ALL CMIJ SHALL SHALL CONFORM TO ASTM C'IO AND HAVE A MIN COMPRESSIVE STRENcSTH (P'm) OF 1,500 PSI B. ALL MORTAR SHALL CONFORM TO ASTM C.210/ARTICLE 2.1 4 2.f>A OF TMS f>02/ACI 5;30.I/ASCE f> (CBC, 210;3 .'I) AND SE TYPE '5' i"IITH A MIN COMPRESSIVE STREN6TH OF 1,eoo PSI 4. ALL e:,ROUT SHALL CONFORM TO ARTICLE 2.2 OF TM5 f>02/ACI SB0.I/ASCE f> (CBC, 210;3.1;3) AND HAVE A MIN COMPRESSIVE STRENcSTH OF 2POO PSI 5. ALL REINFOR.C.EMENT BARS SHALL CONFORM TO ASTM A10f>, cSRADE f>O AND SHALL 6E EPOXY-C.OATED PER ASTM A'IB4 EXPANSION JOINT DETAIL (100' OC MAX SPACING) SCALE 4 3/411 = 1 ·-011 SECTION SCALE 1-1 /2" = 1 "-0"' . . . .. .o ~--#5@12" (TYP) r---(2)-#5 (TYP) r---SENT SAR, SAME SIZE SAR AS HORIZONTAL REINFOR.C.EMENT VERTICAL REINFOR.C.EMENT IN cSROUTED CELLS ~~HORIZONTAL BOND SEAM REINFORCEMENT REINFOR.C.INcS SAR (TYP)--~ FILL ALL CELLS SOLID W 6ROUT BOND BEAM CORNER HORIZ REINF VERT REINF SAR---~ P05ITIONER5 (TYP) INVERTED 60ND 6EAM UNIT SIN5LE ~YTHE ~ALL 1 STEPPED FOOTING DETAIL SCALE 3/4" = 1·-0·· 5 CMU WALL DETAIL SCALE 2 3/4" ■ 1 '-0"' C-8150-2 ULSANG RCHITECTURE 3471 VIA LIDO, SUITE 202 NEWPORT BEACH, CA 92663 PHONE: (949) 83B-4139 REVIEWED: ERIC G, C:50715 DATE: -~12/~2=2/=20=17~_ CHECKED: DA TE: DESIGNED: ORAM,!: Ef 12 22 2017 EF APPROVAL RECOMMENDED: PATRICK ARCINIEGA PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DAlE: 12/22/2017 EA -~~~-- SECTIONS & DETAILS NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5244-S SHEET 1 Q Of 17 I • 8.85 9.72 --------..._ - ------ POINT OF CONNECTION: EXISTING ME TER AND 2" MAIN LIIJE. CONTRACTOR TO VERIFY SIZF, LOCATION /\N11---, STATIC PRESSURE IN FIFLC. STATIC PRESSLRE : 65 PSI DESIGN PRESSURE 61.34 PSI Mft.XIMUM CDAft.ND : 13.4 GPM IN STAL_ A RAIN MASTER E\/O ON DX2 CONTROLLER. CATE IN STR ONG BOX STAINLESS ST ENCLOSURE, MODEL #SB 1 SSW DR APP ROVED EQUAL. CON , AC TOR TD MAKE FINAL HOO UP. CRITICAL ANALYSIS Generated: P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size: Flow Available: PRESSURE AVAILABLE Static Pressure at POC: Elevation Change: Service Line Size: Length of Service Line: Pressure Available: DESIGN ANALYSIS Maximum Station Flow: Flow Available at POC: Residual Flow Available: 2017-02-06 19:02 Existing Water Meter 1-1 /2" 75.00 gpm 65.00 psi 5.00 ft 3" 20.00 ft 63.00 psi 13.40gpm 75.00 gpm 61.60 gpm Critical Station: 9 Design Pressure: 35.00 psi Friction Loss: 4.17 psi Fittings Loss: 0.42 psi Elevation Loss: 0.00 psi Loss through Valve: 4. 78 psi Pressure Req. at Critical Station: 44.35 psi Loss for Fillings: 0.34 psi Loss for Main Line: 3.37 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 11 .30 psi Loss for Master Valve : 1.60 psi Loss for Water Meter: 0.34 psi Critical Station Pressure at POC: 61 .30 psi Pressure Available: 63.00 ~si ~=====--~--Residua I Pressure Available: 1.70 psi ---, \ I /~---- / I I I ' I I ----;____ I I ~ ~ I y 10.7 13.4 8.85 13 9.72 7.08 f I IRRIGATION SCHEDULE SYMBOL SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird 5006-PC, FC-SAM-R-SS-LA Turf Rotor, 6.0" Pop-Up, Stain less Steel Riser. Adjustable and Full Circle. Low Angle Nozzle. With Seal-A-Matic Check Valve. Pressure Regulating. Rain Bird 5006-PC, FC-SAM-R-SS-LA Turf Rotor, 6.0" Pop-Up, Stainless Steel Riser. Adjustable and Full Circle. Low Angle Nozzle. With Seal-A-Matic Check Valve. Pressure Regulating. Rain Bird 5006-PC, FC-SAM-R-SS-LA Turf Rotor, 6.0" Pop-Up, Stainless Steel Riser. Adjustable and Full Circle. Low Angle Nozzle. With Seal-A-Malic Check Valve. Pressure Regulating. MANUFACTURER/MODEL/DESCRIPTION Griswold DWS-I Brass, In-Line, On-Off, Solenoid Control Valve, Normally Closed, Available in 3/4", 1", 1-1/4", 1-1/2", and 2·. Ideal for use with Reclaimed or "Dirty'' Water, Self-Cleaning, Slow-Closing and Opening Feature. With Internal Bleed. QTY 2 37 27 QTY 14 PSI GPM RADIUS DETAIL 25 0.73 25' 25 1.47 29' 25 2.23 29' DETAIL , / f --------------Rain Bird 33-DLRC 3/4" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring , Locking Thermoplastic Rubber Cover, Double Track Key Lug. and 2-Piece Body. 2 -- ~ ----- -----1" -- IRR IGATIO N NO IES THE DESIGN IS DIAGRA MMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARlrlCATION ONLY AND IS TO BE INSTAI_LED 'fflTHIN FLANTING AREAS AS NECESSARY. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WH EN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS FXIST TcAT WERE NOT Ev1DENT AT THE TIMF THFSF PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO ~HE .ATTENTION OF THE OWNERS REPRESENTATIVES PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUM[ ALL RESPONSIBILITY FOR ANY FICLD CHANGES DEEMED NECESSARY BY TH E OWNER. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBUE TO COMPLY WITH ALL LOCAL CI TY AND COUNTY RFQUIREMENTS FOR BOTH EQUIPMENT AND INSTI.LLATION. Tl IE SYSTEM IS DESIGN FOR A MINIMUM OPERATING PRESSURE OF 61 .30 PSI. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS 13.4 IHE IRRIGAII 0N CON IRA CTOR SHALL VERIFY Th[ .'.VAILABLE WATER PRESSURE ON TI IE SITE PRIOR 10 IHE START OF INSTALLATION. THE ACTUAL LOCATION FOR THE INSTALL~TI ON OF B~.CKFLOW PREVENTOR AND THE AUTOMATI C CONTROLLER IS TO BE DETERMINED IN TH F FIELD BY TH E OWNERS AUTHORIZFn RFPRESENTATIVE AND/OR Ti E LAND SCAPE ARCHITECT. BACKFLOW DEv1CE SHALL BE IN STALLED IN SHRUB PLANTING AREA ONLY 110 V. ELECTRICAL POWER SOURCE TO BE PROVIDED BY OIHERS IO I HE L0CA TICN FOR THE AU TOIi A TIC . CONTROLLER. IRRI GATION CONTRACTOR TO BE RESPON SIBLE FOR THE FI NAL CONNECTION TO THE EQUIPMENT. All QUICK COUPLERS VALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER AREAS WHENFVFR POSSIBLE ANO WITI IIN 18" OF THE HARDSCA PE. ALL QUICK CO UPLER VALV[ LOCATED IN TURF AREAS SHALL BE INSTALLED IN A iO" DIA. GREEN PLASTIC VALVE BOX. nm Davis \..p..NDSC..; <:,;.-c: F s ~"' • 0 Landscape, Architecture Design & Consulting 281.5 Litchfield Dr. Riverside, CA 92503 Cell# (951) 255-0402 Email: tfdavis7@amS-l.com CA uc.-tt 3353 Cl NO. 3 ~ ' . o:: S nature Renew:il cte ----------- ( I @] [9J Matco-Norca 759 1 Brass Shut Off Ball Valve, 1/2" to 4". Two Piece Body, Blow-Out Proof Stem, Chrome Plated Solid Brass Ball, Threaded, with PTFE Seats. Same size as mainline pipe. Griswold 2000L 2" 2" Solenoid, Normally Closed Master Valve. Cast Iron and Bronze Material . NPT End Connection. Febco 825Y 2" Reduced Pressure Backflow Preventer 1 1 Rain Master Evolution DX2 Controller 1 Rain Master Evolution DX2 Controller in a Vandal Resistant Stainless Steel Wall Mount Enclosure with Flow Sensing, Radio Communication and Antenna Flow Sensor 1 1112" Rain Master FS-B150 Brass Flow Sensor Water Meter 1-112" 1 Existing Water Meter Irrigation Lateral Line: PVC Schedule 40 2,380 l.f. PVC Schedule 40 lateral line pipe. Size as Indicated on drawings. ----Irrigation Mainline: Type K Copper Pipe 338.5 l.f. ;----__ \ _____ Vaive l\u;nber I #•'\JI,'. ___ _ if ,.,.._ Volv!.! Fkw \f•·/ , ___ , ---Voive Size GMCE, ~, VV<Jrr~ lus t, 80 \ ALL VALVE BOX COVERS ARE TO BE LABELED WITH I"' HEAT BRANDED LETTERS: "Q.C." FOR QUICK COUPLERS, "G.V." FOR GATE VALVES AND IV.C. AN D STATION NO. FOR CON TROL VALVFS. f\S-~,cr~ /u~Tf'.11u.£.f:-. C..\V'¢:\ CONTRACTOR TO INSTALL AN APPROVED ANTI -DRAINAGE DEVIC[S FOR ALL LOW HEADS TO PREVENT LOW HEAD DRAI NAGE AND POSSIBLE SOIL EROSION. ALL SPRAY HEADS ARE TO BE INSTALLED AS POP -UPS l,S SPECIFIED IN THE LEGEND, UN LESS OTHERWI SE NOTED. INSTALL A.LL SPRAY HEADS WITH NOZZLES OF TH E APPROP RI ATE DEGREE OF RADIUS FOR THF ,0,RF A -o BE COVERED. ADJUS I ALL NOZZLES ro ELIMIN ATE SPRAYING WATCR ON BUILD!NGS AN D IIARDSCAPE. ADJUST A.L VALVES FLOW CONTROLS TO PROVIDE OPTIMUM PER FORMANCE. THE IRRIGATION CONTRACTOR SHALL BE RESPONS BLE 'OR TH E COORDINATION OF POSSIBLE CN-SITE INSPECTIONS l'nTH TI IE LANDSCAP[ AR CIIITECT TO BE SCHFOIJLFO AT THE FOLLOWING STAGES OF INSTALLATI ON: I. PRESSURE IEST OF IRRIG ATION IIAINLINE PRICR TO BACKFILL OF TR[NCI IES. 2. C0vERAGE TEST OF SPRI NKLER SYSTEM PRIOR TO PLANI INS IALLAIION. 3. FIN AL WALK-THROUGH OF TH E PROJECT WITH ALL PARTIES CONCERNED FOR THE VERIFICATION OF JOB C0MPUETI0N AND EXECUTI ON OF WORK PER THE PLANS AN D SPECIFICA-IONS. THE CONTRACTOR SHALL PROVIDE TO THE OW~ER. UPON THE COMPLETION CF Tl IE JOB, A SET OF REPRODUCIBLE AS- BUILT DRAWINGS, WHICH SHALL BE VE ~IFIED F8R ACCURACY AT THE TIME OF THE FIN AL JOB WALK-lH:,OUGH. THE IRRIGATION SYSTEM SHALL BE FU,_LY CLARANTI ED FOR A PERIOD OF (1) YEAR . ANY DEFECTIVE EQUIPMENT. MATIERIALS OR POOR WORKMANSHIP SHAL_ 3E REP LACED OR CORRECTED BY THF IRRIGATION CONTRACTOR AT NO ADDITION AL COST TO THE OWNER. REVIEWED: DATE: 12/22/2017 CHECKED: DATE: DESIGNED: 0RAWN: EF 12 22 2017 EF EA APPROVAL RECOMMENDED: PATRICK ARCINIEGA PA TRICK ARCINIEGA RCE 70740 SENIOR Cl"1L ENGINEER DA TE: __ 1=2~/2=2~/2=0~17~- ~£KA \l1-$T~ l.AN~E:... 0 20 40 80 feet I I I 111 = 201 C-8150-2 IRRIGATION PLAN NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5244-S SHEET 11 OF 17 CERTIFICATION OF LANDSCAPE DESIGN I hereby certify that: (1) I am a professional appropriately licensed in the State of California to provide professional landscape design services. (2) The landscape design and water use calculations for the property located at 14th St. and Ocean Front were prepared by me or under my supervision. (3) The landscape design and water use calculations for the identified property comply with the requirements of the City of Newport Beach Water Efficient Landscape Ordinance (Municipal Code Sections 14.7) and the City of Newport Beach Design Standards for Implementation of the City of Newport Beach Water Efficient Landscape Ordinance. (4) The information I have provided in this Certificate of Landscape Design is true and correct and is hereby submitted in compliance with the City of Newport Beach Guidelines for Implementation of the City of Newport Beach Water Efficient Landscape Ordinance. Tim Davis 1/2/18 ~ame . 1~f~ Signature Date #3353 License Number 2825 Litchfield Dr. Riverside, CA 92503 Address (951) 255-0402 tfdavis7@gmail.com Telephone E-mail Address Landscape Design Professional's Stamp nature -; '"''° • ,t, /; 112118 ,'" Dcte ~~ -:~~ Tim Davis Landscape Architecture Design & Consulting 2825 Litchfield Dr0 Riverside, CA 92503 Cell# (951) 255-0402 Email; tfdayis7@gmail com CA.Uc.#B 53 DAT£: 12/22/2017 POINT OF CONNECTION # I PROJECT SITE: TOTAL LANDSCAPE AREA: 36,284 SF TOTAL NON-IRRIGATED LANDSCAPE AREA: 6 285 SF TOTAL IRRIGATED LANDSCAPE AREA: 36,284 SF /48.2" Annual EToJ MAXIMUM APPLIED WATER ALLOWANCE (MAWA) TOTAL MAWA = rlETol x /0.70) x /LA in Sq. Ft.Ix /0.62)1 + f/ETo) x /0.70) x /SLA in Sq. Ft.) x /0.62)1 = GALLLONS PER YEAR FOR LA+SLA where: MAWA = Maximum Applied Water Allowance (gallons per year) ETo = Reference Evapotranpiration Appendix C (inches per year) 0.7 = Evapotranspiration Adjustment Factor /ETAF) 1.0 = ETAF for Special Landscaped Area LA = Landscaped Area (square feet) 0.62 = Conversion Factor /to gallons per square foot) SLA = Special Landscaped Area (square feet) MAWA Calculation: ETo ETAF LA or SLA (sq. ft.) Conversion MAWA (gallons per year) MAWAforLA= 48.2 X 0.7 X 0 X 0.62 = 0 MAWA for SLA-48.2 X 1.0 X 36,284 X 0.62 = 1,084,311 TotalMAWA= 1,084,31 I Gallons per year for LA+SLA Estimated Applied Water Use EAWU = ETo x K,_ x LA x 0.62 / IE = Gallons per year where: K, =KsxK"xl<m, EAWU = Estimated Applied Water Use (gallons per year) K, = species factor (range= 0.1-0.9) (see WUCOLS list for values) ETo = Reference Evapotranpiration Appendix C (inches per year) K" = density factor (range= 0.5-1.3) (see WUCOLS list for density Kc= Landscape Coefficient LA = Landscaped Area (square feet) value ranges) 0.62 = Conversion Factor (to gallons per square foot) Km,= microclimate factor (range= 0.5-1.4) {see WUCOLS) IE = Irrigation Efficiency= IME x DU WUCOLS -www.owue.water.ca.gov/docs/wucolsOO.pdf IME = Irrigation Management Efficiency (90%) DU = Distribution Uniformity of Irrigation Head EAWU Calculation: ETo Kc LA Conversion IE EAWU (gallons per year) Special Landsacped Area 48.2 X 1.00 X 36,284 X 0.62 0.75 = 0 Total EAWU = 36,284 1,445,748 Gallons per year WATERING SCHEDULE-90 DAY ESTABLISHMENT PERIOD NUMBER MODEL TYPE PRECIP SUN MON TUE WED THU FRI 1 Griswold DWS-I Turf Rotor 0.50 in/h 18 min 18 min 18 min 18 min 18 min 18 min 2 Griswold DWS-1 Turf Rotor 0.47 in/h 19 min 19 min 19 min 19 min 19 min 19 min 3 Griswold DWS-I Turf Rotor 0.55 in/h 16 min 16 min 16 min 16 min 16 min 16 min 4 Griswold DWS-I Turf Rotor 0.47 in/h 19 min 19 min 19 min 19 min 19 min 19 min 5 Griswold DWS-I Turf Rotor 0.34 in/h 25min 25 min 25min 25 min 25min 25 min 6 Griswold DWS-I Turf Rotor 0.31 in/h 28 min 28 min 28 min 28 min 28min 28 min 7 Griswold DWS-I Turf Rotor 0.30 ln/h 29min 29 min 29 min 29 min 29min 29 min 8 Griswold DWS-I Turf Rotor 0.55 in/h 16 min 16 min 16 min 16 min 16 min 16 min 9 Griswold DWS-1 Turf Rotor 0.31 in/h 28min 28 min 28min 28 min 28 min 28 min 10 Griswold DWS-1 Turf Rotor 0.31 in/h 28min 28 min 28min 28 min 28 min 28 min 11 Griswold DWS-I Turf Rotor 0.47 in/h 19 min 19 min 19 min 19 min 19 min 19 min 12 Griswold DWS-I Turf Rotor 0.35 ln/h 25min 25 min 25min 25 min 25min 25 min 13 Griswold DWS-I Turf Rotor 0.48 in/h 18 min 18 min 18 min 18 min 18 min 18 min 14 Griswold DWS-I Turf Rotor 0.46 in/h 19 min 19 min 19 min 19 min 19 min 19 min TOTALS: 307 307 307 307 307 307 WATERING SCHEDULE -POST ESTABLISHMENT NUMBER MODEL TYPE PRECIP 1 Griswold DWS-I Turf Rotor 0.50 in/h 2 Griswold DWS-I Turf Rotor 0.47 in/h 3 Griswold DWS-I Turf Rotor 0.55 in/h 4 Griswold DWS-I Turf Rotor 0.47 in/h 5 Griswold DWS-I Turf Rotor 0.34 in/h 6 Griswold DWS-I Turf Rotor 0.31 in/h 7 Griswold DWS-I Turf Rotor 0.30 in/h 8 Griswold DWS-I Turf Rotor 0.55 in/h 9 Griswold DWS-I Turf Rotor 0.31 in/h 10 Griswold DWS-I Turf Rotor 0.31 in/h 11 Griswold DWS-I Turf Rotor 0.47 in/h 12 Griswold DWS-I Turf Rotor 0.35 ln/h 13 Griswold DWS-I Turf Rotor 0.48 in/h 14 Griswold DWS-I Turf Rotor 0.46 in/h TOTALS: REVIEWED: SUN MON TUE WED 61 min 64min 55min 64 min 88 min 97 min 102 min 55 min 98 min 98 min 65 min 86 min 63 min 66 min 1,062 APPROVAL RECOMMENDED: PATRICK ARCINIEGA PA TRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER THU FRI SAT 61 min 64 min 55 min 64 min 88 min 97 min 102 min 55 min 98 min 98 min 65 min 86 min 63 min 66 min 1,062 SAT IN./WEEK MIN ./WEEK GAL./WEEK GAL/DAY 18min 1 121 856.7 122.4 19min 1 128 1,244 177.7 16min 1 110 973.5 139.1 19 min 1 127 1,124 160.6 25 min 1 175 2,345 335 28 min 1 194 2,080 297.1 29min 1 203 2,720 388.6 16 min 1 110 778.8 111 .3 28min 1 195 2,613 373.3 28 min 1 195 2,090 298.6 19 min 1 129 1,142 163.1 25min 1 172 1,844 263.4 18 min 1 126 1,225 175.0 19 min 1 132 934.6 133.5 307 2,117 21,970 3,139 • t·· IN./WEEK MIN.IWEEK GAL/WEEK GAL/DAY 1 121 856.7 428.3 1 128 1,244 622.1 1 110 973,5 486.8 1 127 1,124 562.0 1 175 2,345 1,173 1 194 2,080 1,040 1 203 2,720 1,360 1 110 778.8 389.4 1 195 2,613 1,307 1 195 2,090 1,045 1 129 1,142 570.8 1 172 1,844 921.9 1 126 1,225 612.4 1 132 934,6 467.3 2,117 21 ,970 10,985 C-8150-2 IRRIGATION SCHEDULES NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 P-5244-S CHECKED: DATE: DESIGNED: DRAWN: DAT£· 12/22/2017 EA • --~~'-"-'-'-- CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 12 OF 17 EF 12 22 2017 EF -------- :----~ <~-·.----...:._~,. -: ... ::~:~ 0 PLANT SCHEDULE GROUND COVERS CODE BOTANICAL NAME/ COMMON NAME CONT FIELD2 SPACING QTY PA Paspalum vaginatum / Seashore Paspalum sod H 36,284 sf PLANTING NOTES: WEED CONTROL THE CONTRACTOR SHALL PERFORM A THOROUGH WEED ABATEMENT PROGRAM, KILLING AND REMOVING ALL WEEDS FROM THE SITE AND SHALL BE COMPLETED PRIOR TO THE ADDITION OF ANY SOIL AMENDMENTS. THIS SHALL BE DONE FOR ALL PLANTING AREAS, SPECIFICALLY, BUT NOT LIMITED TO SLOPES & GROUNDCOVER AREAS. THE CONTRACTOR SHALL FOLLOW THE FOLLOWING STEPS: 1. KILL & REMOVE ALL EXISTING WEEDS. 2. IRRIGATE ALL AREAS TO BE PLANTED FOR (2) WEEKS. 3. KILL & REMOVE ALL NEWLY GERMINATED WEEDS. 4. REPEAT STEPS 2 AND 3. 5. PLANT OR HYDROSEED GROUNDCOVER. 6. APPLY PRE-EMERGENT HERBICIDE AFTER PLANTING OR HYDROSEED GERMINATION. CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTION OF HERBICIDE AND ITS COMPATIBILITY WITH PLANT MATERIALS. SOIL TEST AFTER SOIL HAS BEEN SET IN PLACE & PRIOR TO ANY SOIL PREPARATION, THE CONTRACTOR SHALL FURNISH SOIL TESTS OF THE SITE FOR AGRICULTURAL FERTILITY ANO TO DETERMINE PROPER SOIL AMENDMENTS. TEST ARE TO BE PERFORMED BY A MEMBER OF THE CALIFORNIA ASSOCIATION OF AGRICULTURAL LABORATORIES WITH COPIES SENT TO THE OWNER & LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION. SOIL PREPARATION THE FOLLOWING IS PROVIDED FOR BID PURPOSES ONLY AND SHALL BE MODIFIED AS NECESSARY GIVEN THE RESULTS OF THE SOILS TEST. THE CONTRACTOR SHALL BE PREPARED TO PROVIDE DELIVERY SLIPS AND EMPTY FERTILIZER BAGS ON SITE FOR VERIFICATION OF MATERIAL. t. FOR TURF AND GROUNDCOVER AREAS THE FOLLOWING SHALL BE UNIFORMLY AND THOROUGHLY ROTOTILLED INTO THE SOIL TO A MIN. DEPTH OF 6 INCHES FOR EVERY 1000 SQ. FEET OF AREA. 6 CU. YDS, NITROGEN STABILIZED ORGANIC AMENDMENT SUCH AS REDWOOD OR FIR SAWDUST. 15 LBS. 12-12-12 COMMERCIAL FERTILIZER. 120 LBS., AGRICULTURAL GYPSUM. 2. BACKFILL MIX FOR USE OF PLANTING ALL TREES, SHRUBS & VINES 6 PARTS BY VOLUME ON SITE SOIL. 4 PARTS BY VOLUME ORGANIC AMENDMENT. 1 LB.12-12-12 COMMERCIAL FERTILIZER PER CUBIC YARD. 1 LB. IRON SULFATE PER CU. YD. OF MIX. MOWSTRIPS THE CONTRACTOR SHALL INSTALL CONCRETE MOWSTRIPS REFER TO PLAN & DETAILS FOR SPECIFICATIONS FOR ALL SHRUB AND/OR GROUNDCOVER AREAS ADJACENT TO TURF AS SHOWN ON THE PLANS. -·_-...,_:_ Tim Davis LandscapeArchiteCWA! Design &Consulting 2825 Litchfield Dr. River,ide, CA 92503 Cell# (951) 255-0402 Enlil il; tfdavis7@gm51il com CA.Uc.#3353 --------------------- ~ :·. •• . . . :...,;,,;,_.· • ~ __ ... ~. !>•>:~}}, . . -,· ...... ·_ :·· ,· •• / .\,'(:/){ ----'(~ff' . -~--'.·-:<:\~:-:-. . . ~···~ . .. . '.I~f 1 / A'--- ··-•-·?'.'·: :·:••·•:.:<./ r:;i,,,~-J-- -...;;;;:-.:--.;,, P' \ 0 20 40 I I I 1" = 20' REVIEWED: . . 01!!',1._( - o □hi 0 ~/31/1~ -, ene'NO l]o(l r 1LtfJB [~~\ DATE: 12/22/2017 CHECKED: DATE: DESIGNED: DRAWN: EF 12 22 2017 EF 60 I EA SOIL ANALYSIS RECOJl,fMENDATIONS August 3, 2015 Tim Davis Landscape Architect 2825 Lit ch field Dr. Riverside, CA 92503~214 Attn : Tim Davis Project Name: Newport Elementary School Project Number: 15007 The fo llowing recommendations are based on the results of soil analysis and soil lexlure lesl #53442 from A & L Western Agricultura l Laboratories dated July 31, 20 15. SOIL PREPARATION: Materials recommended per 1,000 square foel 200 lbs. Oro-Power® (5-3-1) 25 lb s. soil sulfur 10 lb s. agricultural gypsum 4 cu, yd. of nitrolized shavings or good quality compost Apply recommended materials and rototill a minimum of two directions, lo a depth or4-6 inches. After soil preparation, but prior to planting, irrigate with overhead irrigation so tbat a minimum of 1-3 inch es of good quality water passes through the soil profile, beyond the root zone. BACKFILL: Materials recommended per cubic vard of mix 60% native on site soil, by volume 40% nitrolized shavings or good quality compost 16 lb s. Gro-Powcr® (5-3-1) I ½ lbs. soil sulfur 1/S lb. agricul tural gypsum Oro-Power® Planting Tablets for extended feed/condition ing Dig planting pits I ½ times the width and I time the depth of the roo t ball. Fill pits with backfill mix to the depth of the root ball and irrigate thoroughly. Be sure entire root bal l area is covered when planting. *-i<Specialty plants may require special backfill mix and planting instructions . GRO ■ POWER®INC. 15065 H :LEf'HONE AVENIJF. CHINO, CA 91710-9614 • (909) 393-3744 • FAX (909) 393-277.l www.rropowcr.com • c-muil:gropowcrinc@vcri20n.net INTERPRETATION OF ANALYSIS NAME: Tim Davis Landscape Architect PROJECT: Newport Elementary School LAB NO.: 53442 DATE: 07131115 Page 1 of'2 CLAY SOILS Collrse textured, low water retention, infertile; fertilizer leach(:s easily and nee<ls frc:quent irrigiltinn. Organic matter henefits \',later and nutrient retention. Have desirable properties of clay and sand, gooJ moistur~ arJJ f.::rtiliLer releulion, not too sticky or droughty. high water retention, slow wate1· penetration, compacts easily; tiigtJ fertilizer retention. Need organic matter ro keep workable. Sand, Loamy Sand Sandy Loam, Loam, Silt Loam, Silty Cla Loam, Sand· Clay Loam, Clay Loam Sandy Clay, Silty Clay, Clay "Tu.:turc estimate derived from CEC value. For more precise texture h1forrn11tio11, further testing is req ui red. Cont11et l11b for informtition. - I I I I IXI 7,8 -· - L[ME (:mmu11! ol solid linn· db,tnhutcd iu soil) - ---- ----------- - ----- HIGH Plams sensitive to "Lime-induced Iron Cblorosis", (i.e. azalea, gardenia, liquid amber, roses, etc.) must have corrective chemical added to soil. MODERATE Plants sensitive to "Lime-induced Iron Cb lorosis", affected but not as severely as "high" readings. Corr(:ctivc: dir.::mical may be: a<l<lcd. L OW Plauts sensitive to "Lime-induced Iro n Chlorosis", not affected No crni-ective chemical needed. Normal pH values for lhis are;;i vary from 6.5 lo 8.0, however variations in either direction may exist. Soil amendments may be recommended to help bring the soil pH into a more optimal range. To lower pH, soil sulfur or an equivalent acid- forming chemical recomms::ndcd. To raise pH. lime is usually recommended. ------------------- EC RORO-... (ppm) Electrical Cond uctivity of the soil saturation extract is a measure of Is expressed as ppm in the saturation extract. A small amount of die total salts in the soil. Thi.;; can be related to plant growth as boron is essential for plant. growth, but a concentration slightly follows: (Unit3 arc mmbos/cm @ 25 degrees C) above tbe optimum is to.xic for plants. [X] II -1.9 No damage from salts. IXI 0.0 . .6 Nol loxic for any, bm m:1y be too low for some . I I 2 . .1.i.J Sensitive plant<; may he damaged . I I .7 . 1.4 Sensitive plants restricted . I I 4 . 7.9 Many plants affcclOO. I I 1.5 . 4.9 Many plants restri cted. 80 feet I I 8 . 16 Most planes damaged I I 5.0 . 10.0 ()n ly tnl erant plants satisfactrn)'. I I I over 16 APPROVAL RECOMMENDED: PATRICK ARCINIEGA PATRICK ARCINIEGA RC£ 70740 SENIOR CIVIL ENGINEER DATE: -~1=2/~2=2~/2=0~17 __ Few plants survive. I I 10.0 . over Few plants survive . C-8150-2 PLANTING PLAN NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5244-S SHEET 13 OF 17 SET CONTROLLER 6111" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIFIED. SECURELY BOLT CONTROLLER TO WALL. INSTALL BACKUP BATTERIES AS REQUIRED. GROUND AS PER MFG. SPECIFICATIONS. 1 /2" DIAMETER RIGID STEEL CONDUIT FOR 11 Ill VAC ELECTRICAL SOURCE. INSTALL AS PER LOCAL ELECTRICAL CODES. FINISHED GRADE. r---STRONG BOX SB-16SSW WALL MOUNT ENCLOSURE OR APPROVED EQUAL. ---'l' DIAMETER L',;;;;i::-==~i,:;w 00 9' -;o RIGID STEEL CONDUIT FOR RCV WIRES. 1 'l' X 12" X4'' STEEL JUNCTION BOX. GROUP WIRE BUNDLES AND SPLICE TO 18 GA. WIRES WITH TERMINAL STRIP AS PER SPECIFICATIONS. lh,ci.1 ... ~-,.,L-2" DIAMETER RIGID LONG SWEEP ELL. STEEL CONDUIT FOR RCV WIRES. u------USE PVC SCH. 40 BELOW GRADE. (. 1 ";....._EX_T_E_R_IO_R_W_A_L_L _M_O_U_N_T_C_O_N_T_R_O_L_LE_R ____ _ .._ ,, 1• = 1 '-Ill" I-IR1-06 ,,---{2 111------10 11 111 v NOTE: 1. LOW VOLTAGE WIRES, 3 MAXIMUM 2. WIRES PASS THROUGH GROOVES IN TUB LID TO ALLOW LID TO CLOSE 3. CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 4. POLY TUBE PRE-FILLED WITH WATERPROOF GEL 5. LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED 6. SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE INSULATION PRIOR TO INSERTION INTO THE TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. 5 --------© WIRE CONNECTOR 1 • = 1" I-IR3-02 SPECIFIED RECTANGULAR VALVE ------,-...._ BOXES WITH EXTENSIONS AS NEEDED. FINISHED GRADE. ::; FLOW METER AS SPECIFIED §/ (2 WIRES TO CONTROLLER). z :::, 2X6X16 CONCRETE -~ WALL CAPS, 1WO PER BOX, ONE EACH SIDE. 2X12 PVC --, SCH 80 PIPING. PVC MAIN LINE WITH REDUCING BUSHING. _J 1t' MASTER VALVE AS SPECIFIED. ~-it-WATER PROOF CONNECTORS. 2X24 PVC SCH BIil TOE PIPING. 24' 1WO STAINLESS STEEL CLAMPS. 1/2" X 36" GALV ---i STEEL PIPE. THREE PVC SCH 8111 ELLS. / Hl" DIAMETER VALVE BOX. HEAD BRAND .. ave:· ON LID WITH 2• HIGH CHARACTERS. FINISHED GRADE. 3• PVC SCHEDULE 8111 NIPPLE. 12• PVC SCHEDULE 8111 NIPPLE. ui ;::s ui ~ ;::s "' z ... ; <g "' ZI -(/) Iz (/) -::, _J • LL N , QUICK COUPLING VALVE IN 1 O" ROUND BOX I 2! i-1---------------------------------------- ... ,, 1 1/2" = 1 '-ill" I-IR1-05 REMOTE CONTROL VALVE, ONE PER BOX. SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT TURF. 20X14 JUMBO --~ PLASTIC VALVE BOX AND COVER. WATER PROOF WIRE CONNECTORS ON 18" LOOPED WIRES. w C> ... "' "' ;o 0 _J w ro ' N OUTLET PIPE SAME SIZE AS VALVE, 24" MIN . TO FIRST FITTING. 45 DOWN AS REQ. TO LATERAL \ LINE PIP DEPTH. \ INCREASE LATERAL LINE AS PER PLANS. 6X2X 16 CONC. BLOCK CAPS, ONE EA. CORNER (4 TOTAL). 7 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP ALL SIDES. TXS PVC 90 ELBOW. -~ KBI BTU 'V' THREADED TRUE UNION BALL VALVE WITH SCHEDULE 80 NIPPLES. SET VALVE 2" -3" BELOW TOP OF BOX. 4" MIN. SCHEDULE 40 RISER. ~-MAINLINE WITH PVC TEE. 6 1---------® RCV WITH UNION S.O.V. 1 1/2" = 1'-111" 1-EL-08 FLOW FROM EXISTING RP BACKFLOW. FLANGED REDUCER. f.{ ->---18"X18"X18" CONCRETE SUPPORT " .l) BLOCK. FLANGED ELL. Tim Davis 10·x1s" RECTANGULAR BOX WITH 6" EXTENSION. ISOLATION BALL VALVE AS SPECIFIED, SAME SIZE AS MAIN LINE. SCHEDULE 8111 THREADED NIPPLE AS REQUIRED. ADAPTER. ------..... SET BOX FLUSH TO GRADE. PVC MAIN LIN;E~. -=~.tJt::r-,;,;~'lf~7-m-i--\\.-------, II 1WO 6X2X 16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF BOX. 1/2" WIRE CLOTTH GOPHER SCREEN, WRAP UP SIDES. 3 i----------0 TRUE UNION BALL VALVE 1 1/2" = 1'-0" I-IR1 -04 w 0 ... Q'. (0 ~ w ro ::; ::, ::; z Si ~ - CLEAR TO FENCE OR HARDSCAPE, WHERE APPLICABLE. FINISHED GRADE. ------,. SHRUB ROTOR POP UP.-----i MARLEX STREET ELLS, INLET SIZE DIAMETER. 12" 1----SCHEDULE 8111 PVC NIPPLE AS REQUIRED, SET AT 45 DEGREE ANGLE. r " TURF ROTOR MARLEX ASSEMBLY I 7 :~------------------------------------~ , 3" = 1'-111" I-IR-03 Landscape Architecture DL!!ilign 61. CoruUting l1!25 Litch~eld Dr, Riverside, CA 92503 Cell# (951) 255-0402 , , MASTER CONTROL VALVE AND FLOW SENSOR ASSEMBLY Email: tfdavls7@gmeilcom DAlE: _ ___.1.,.2/22=1..,2 ... 01.,_7 __ VALVE BOX LID, HEAD BRAND "J BOX" ON LID WITH 2" HIGH LETTERS. 1111X15 STANDARD BOX. LOOP, BUNDLE, AND LABEL SPARE WIRES THAT ARE TO CONTINUE, AS OCCURS. 1 /2" WIRE CLOTH GOPHER PROTECTION SCREEN, WRAP 6" UP SIDES. 1WO 6X2X 16 CONCRETE -~ BLOCK CPAS, ONE ON EACH SIDE OF BOX. J BOX SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT LAWN. SPARE WIRES THAT ARE TO TERMINATE AT THIS BOX: COIL 30" LENGTH AND I.D. TAG. WIRES TO CONTROLLER MAIN LINE AS OCCURS. r ~ WIRE BUNDLE JUNCTION BOX I 4: ~------------------------------'-,, 1 1/2" = 1 '-111" I-IR3-01 - NOTE: WALK OR PAVEMENT SLEEVE AS SHOWN ON PLAN 6" HIN. NOTE: TRENCHING AND BACKFILLING SHALL BE PER STANDARD SPECIFICATION ---NON-PRESSURE LINE ~-PRESSURE LINE (MAIN OR LATERAL) FINISH GRADE DIRECT BURIAL LOW-VOLTAGE CONTROL WIRE CLEAN SAND BACKFILL MINIMUM BACKFILL RELATIVE COMPACTION SHALL BE 90% 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES 2. BUNDLE & TAPE WIRING AT 1111' INTERVALS 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE OF DIRECTION GREATER THAN 30 . DEGREES. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE. 4. INSTALL ALL CONTROL WIRE ON THE UNDERSIDE OF THE MAINLINE PIPE . 5. SEE IRRIGATION SPECIFICATIONS FDR BACKFILL AND COMPACTION REQUIRMENTS. 6. PIPE DEPTH FOR PRESSURE MAINLINE SHALL BE 18" MINIMUM. 7. PIPE DEPTH FOR NON-PRESSURE LATERAL LINES SHALL BE 12" MINlh.tUM. 8. PIPE DEPTH FOR ALL LINES UNDER PAVEMENT SHALL BE 24'' MINIMUh.t. ® ~I~~-TRENCHING I-IR2-06 C-8150-2 APPROVAL RECOMMENDED: PATRICK ARCINIEGA PA lRICK ARaNIEGA IRRIGATION DETAILS NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 RCE 70740 SENIOR QI/IL ENGIIEIR P-5244-S j'-9 _,;1-:.::1•.::..;=~1:...'-:...lll"=..;..:...;;_:;...;_;_;_;,.:..:. _________________________________ I--E-L---02-CA Lie. ·11 335~ CIIEa<Ell: DESIGNED: DRAIN: DAlE: _ ___.1 .. 2/_.22,../_.201......_7 __ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET14 or17 7 EF EA GRADING NOTES GENERAL 1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 4. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 5. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 6. WORK HOURS ARE LIM ITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8: 00 AM TO 6: 00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. 7. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 8. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SI TE AT ALL TIMES. 9. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. APPROVED SHORING, DRAINAGE PROVISIONS AND PROTIECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 10. APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUS T BE USED TO PROTECT ADJOINING PROPERTI ES DURING THE GRADING OPERATION. 11. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BU ILDING OFFICIAL. 12. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 13. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 14. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON -SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A 'STOP WORK" ORDER. 15. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SOR 35 OR ADS 3000 WITH GLUED JOINTS. 16. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTIERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. REQUIRED INSPECTIONS 4. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CON TRAC TOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 5. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB -GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PR ESENT: OWNER, PAVING CONTRACTORS, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. GRADING FILL/CUT 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 2. FILL SLOPES SHALL BE COMPACTIED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES AND CISTIERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETIERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER.THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTIESTED BACKFI LLS TO FACILITATE TESTING. 11. THE STOCKPILING OF EXCESS MA TIER I AL SHALL BE APPROVED BY THE BUILDING DEPARTMENT. 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL -"BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. 13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL. BASIS OF BEARINGS: CALL TOLL FREE Dial 81 1 BEFORE YOU DIG THE CENTERLINE OF BALBOA BOULEVARD BEING NORTH 72'31'30" WEST PER PARCEL MAP NO. 87-341, P.M.B. 238/34-35, RECORDS OF ORANGE COUN TY. BENCHMARK: U.S.G.S BENCH MARK "BM 8" UNITED STATES GEOLOGICAL SURVEY BENCH MARK "BM 8" AS SHOWN ON THE "NEWPORT BEACH" 7.5 MINUTE QUADRANGLE MAP. CT/VE ENGINEERING CONSULTANTS W W 'ii'. P ~OJ'> C-f I V f" EN.G IN E E"R ING .-NET 200 South Main Stree1, Corona, CA 92882 Su ite 3()0 Q5 1•2 B0 •3-5 0 0 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE BUILDING DEPARTMEN T PRIOR TO CONSTRUCTION. 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTES T TO THE STABILITY OF THE SLOPE AND ADJACEN T STRUCTURES UPON COMPLETION. 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATIER. IF CONSIDERED NECESSARY BY TH E ENG INEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 17. THE ENGINEERING GEOLOGIST SHA LL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILI TY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEO LOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL. DOCUMENTATION 1. AN AS-BUil T GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGE FACILITIES. HE/SHE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CU T AND/OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS. SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATIED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENG INEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. 3. A GEOLOGIC GRAD ING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SHALL PROVIDE WRITTIEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTIED BY GEOLOGIC FACTORS. ULSANG RCHITECTURE 3471 VIA LIDO, SU ITE 202 NEWPORT BEACH, CA 92663 PHONE: (949) 838-4139 REVIEWED: DA TE: 12/22/2017 CHECKED: DA TE: DESIGNED: DRAWN : EF 12 22 2017 EF EA CONSTRUCTION NOTES QUANTITIES 0 PROTECT IN PLACE ® NOT USECONSTRUCT 12' WIDE -6" THICK CONCRETE SIDEWALK Q) CONSTRUCT 6" THICK CONCRETE SIDEWALK 0 CONSTRUCT 4" THICK ASPHALT CONCRETE ® CONSTRUCT 6" CONCRETE CURB ® REMOVE EXISTING CMU WALL 0 SAWCUT AND REMOVE EXISTING PAVEMENT ® CONSTRUCT 4" PVC PERFORATED PIPE WRAPPED WITH FABRIC MESH WITHIN ONE CUBIC FEET OF r GRAVEL PER LINEAL FEET ® CONSTRUCT 4" PVC CLEANOUT PER CITY OF NEWPORT BEACH STD -406-L @ REMOVE BASKETBALL RELATED ITEMS INCLUDING STRIPES AND BACKBOARDS, ETC. 6 1,140 2,810 4,360 54 150 4,274 383 3 LEGEND EARTHWORK QUANTITIES NEW AC PAVEMENT NEW PCC PAVEMENT BLOCKWALL DISTURBED AREA: .99 ACRES -----11-DAYLIGHT LINE CUT: 606 FILL: 176 NET: 430 CUBIC YARDS CUBIC YARDS CUBIC YARDS (CUT EXPORT} EA SF SF SF LF LF SF LF EA LS C-8150-2 APPROVAL RECOMMENDED: PATRICK ARCINIEGA PA TRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DATE: __ 1=2~/2=2~/=20~1~7 __ NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5244-S SHEET 1 5 OF 1 7 EX[ST!NG 7 SAND CALL TOLL FREE Dial 811 BEFORE YOU DIG . I .. . --~-. I \ EXISTING CONC. WALKWAY TO BE RE~WVED /,ND REPL AC ED I I / \~ SAWGl..!.Y AND REMOVE EXIS TI NG PAV[MENT f77 I I rr;:;--·: ~ PAVEMENT LI NE TO ALI GN WI TH PROPOSED WA LL CORNER 7 EX ISTING,/' / GA IE '"') •1------GB ---------- ,, ---8" CllU WALL ~ ARCHI TECTS PLA.N DETAIL 1 SHEET 10 6' ~ 282' 95.22' -----------------= ----+-----+-------+---------1---------t--'--------="'-------jl-------t------ll--~--l EXISTING LIGHT CJ) / POST . --- ~1 EXISII NG~ ) ---All D IRI GATION ---- TO EE REMOVED -11-----11-----11 .[__ --c --LI ITS OF ,RADIN I 135' 129' "---'-c-EDGE g" CMU WALL P~R ARCI-I IT[CTS PLAN ---..__ DETAIL 1 SH~E I 1 CJ --------- P,~ ME\JT (10.1 0 F_fil_ 2::' 2 EDGE OF PA.VEl,1ENT TC ~X TEND TO \/IAI_L 0 - PROPOSED CONCR E IE~ EXTENSION SIDEWALK 12' EXIST/NC SIDEWALK 10.40 11. 00 /Fs 12.00 /FS I 13. oo I/FS-GB PROPOSED /GRASS 1 SU"FACE PROPOSED 6 " THICK CON CRETE-\ SIDEWALK R-1" CONTROL JO[NTS@ (-8 '-0' o.c. FX TSTT NG WALL TO BE REMOVED ~-,,,,---AND REPL ACED W [Tf-1 NEW '//ALL / PER ARCH[TECTS PLAN ! r-O DETAIL 1 SHEET 10 2.00% 2" 5.5 ' SECTIONB-B N. T.S . CONTROL ANO EXPANS I ON JOI NTS TO MATCH EXISTIN3 --~ #3@2 1 DOWEL ( 12" LO NG), DR [LL & ~ EMBl D 6" l NTD EX l STING CONCRETE WrTH H[LTl H[T-HY200 ADHES[\/E CT/VE EN G INEERING CONSULTAN T S W W W.PROACT!VEENG I NEl::R NG.N ET 200 South Main Street, Corona, CA 92882 Suite 300 95 !•28 0<'i30 ·J 12: 1 ~ 12' VAR[ES 4' -10' SECTION A-A N. T.S. I' SAWCUT UNE EX [ ST! NG ------, SA ND / Ii,TI LIII.JJ :::.: , .< ·.:.i <. :.:--,: 2" :.· .,A .·.·.' '\;,iv:·: :: ·., -: :._i _:_ c . •, .. SECTIONE-E N. T.S. VARIES 2' -8 /,SPHALT CONCRETE 4 PROPOSED FLOWLI NE NOTE: EX I ST! ~IG ASPHALT CONCRETE SLOPE VAR [ ES 1 . 0% -4. 0% ~\ \ 1. ALL REJNFO."CE,E NT BARS SHALL CONFORM TO AST/vi A706 GRADE 60 , AND SH.~LL BE EPOXY-CO.~TED PER ASH 1 A934 . ..___ PROP OSED 6" TH[CK CONCRE TE EXTENSION SIDEWALK SECTIOND-D N. T.S. ULSANG RCHITECTURE 3471 VIA LIDO , SUITE 202 NEWPORT BEACH, CA 92663 PHONE: (949) 838-4139 REVIEWED: DATE: 12/22 /2017 CHECKED: DA TE: DESIGNED: DRAWN: Ef 12 22 2017 Ef EA APPROVAL RECOMMENDED: PATRICK ARCINIEGA PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DA TE: __ 1=2~/2=2~/=20"'-1 .,_7 __ (10 22 FS) ® GMC r:, _,; 'w'Vurr---. Tust, "·ng 1111. • c , Suit<. 180 ------ \ \ \ 6' 11!! iii 11111111111!1 1111 11111111 1 ,I 1 1 1 1 111111 Iii \ GRAPHIC SCALE 20 0 20 40 SCALE: I" ~20' ( IN FEET ) CONSTRUCTION NOTES G) PROTECT IN PLACE ® CONSTRUCT 12" WIDE CONCRETE SWALE PER SECTION 0-0 ON SHEE T 2 0 CONSTRUCT 6" THICK CONCRETE SIDEWALK 0 CONSTRUCT 4" THICK ASPHALT CONCRETE ® CONSTRUCT 6" CONCRETE CURB ® REMOVE EXISTING CMU WALL (j) SAWCU T AND REMOVE EXISTING PAVEMENT ® CONSTRUCT 4" PVC PERFORATED PIPE ~APPED ~TH FABRIC MESH WITHIN ONE CUBIC FEET OF t GRAVEL PER LINEAL FEET ® CONSTRUCT 4" PVC CLEANOUT PER CITY OF NEWPORT BEACH STD-406-L @ REMOVE B. ASKETBALL RELATED ITEMS INCLUDING STRIPES ANO BACKBOARDS, ETC. =t . I SECTIONC-C N. T.S. C-8150-2 NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5244-S SHEET 16 OF 17 i a _-G/OoS---GAS-6'S-A 1~L..--uc,.,..__--..L-----' a ' ' _, -------------- /_--:'till---+-----------------------------II' ~-1 ---11---11' --------I I \.......j...---'---l REMOVE 4 REPLACE EXISTIN6 'C.LOSED PARK' SIGN JflllTH NEJfll (•) I I -,--------------::::_::_::_-_-_---:--::;::_:;::_:;;:_.'.;:,:::;_:-_:=-;===-=-IS' ----------------- -Jj_~----------~~I ----------------------I_ --..____ REMOVE 4 REPLACE EXISTING 'NO TRESPASSING' BACK TO BACK 51GN5 J'IIITH NEJfll I I -..____ 1I --._ I I I I I I I I I I I I REMOVE 4 REPLACE EXISTING ~ 'NO TRESPA551NG' BACK TO ---BACK SIGNS J'IIITH NEJfll (•) ------- -- ----------------------;-3-----(*2 ~TE, REPLACE EXISTING SIGN POST t'll/ C.ITY UNISTRUT SLEEVE DETAIL, SEE SPECS 1 ,,..,- -------------- ---------14------ ---..___ ---- ---- ------------------------------- ADD NEJfll 51GN (•) ---------·--- I I -..____ -----___ --REMOVE EXISTIN6 -----+-'CLOSED PARK' SIGN --- I 1------------;:,-.----1-- 1 /,. 1 '-.,_ ,,,,,. I '-... I 1 1\ t i \ rl I I I I / /°T'-\ / I I I I I I I I f I I I I \ l I I '-I ,, / \ I I \j/ \l 1 \I/ I I '-... J .,...I' ' I / '-.. I ,,/ I 1-----------:..-J..-'--1--,,,. _....,_ ____________ , I I I / I I I I I I / I I I I I I I I I _/ I I I I I I L---------------------_____ I ______ ------------- -----__ _j I ' --------~l;ir-------------~====:::::==--=--=----~=-=-=-=-:--::------------=-14' _________________ ...,;;:._ ____ __.::::,___,-------=-----------t \ /' , CD CD CD CD -------------- /,-------,t--, __ --+6 _ _ \_ ./ "' REMOVE EXISTING _/ /,--+--'---l I / .// / \ --.../ -5 -•c.LOSEDPARK'SIGN --.......__.,, - ---..___ : \ ./ / "----ADD NEJfll Slc!ioN (•) \ ~ ~ ~ / ~ / / ADD NEJfll 51~•)-_ '-:__-..____ ~= =~ __., ( .,J ---__, ..L --t6--.'\ ~ -- - ------ □ REMOVE 4 REPLACE EXISTING _.,__"----' 'NO TRESPA551NG' 4 'CLOSED PARK' SIGNS J'IIITH (I) NEJfll • SCALE@ 11x17: 1132" = 1',0" SCALE@ 24x36: 1/16" = 1'•0" O' B' 16' 3:Z' ULSANG RCHITECTURE 3471 VIA LIDO, SUITE 202 NEWPORT BEACH, CA 92663 PHONE: {949) 838-4139 NOTE5: I. (2) EXISTING 'CLOSED CAMPUS' SIGNS TO REMAIN 2. (S) EXISTINc!io 'NO TRESPASSING' SIGNS TO BE REMOVED S. (e,) EXISTING 'CLOSED PARK' SIGNS TO BE REMOVED 4. (IS) NEJfll SIGNS TO BE ADDED REVIE\\£D: □ APPROVAL RECOMIIENDEO: PATRICK ARCINIEGA PAlRICK ARCINIEGA RCE 70740 DAlE: 12/22/2017 SENIOR CIVIL ENGINEER CHECKED: DAlE: DESIGNED: DRAWN: DAlE: -~12~/22~/~2~01~7 __ EF 12 22 2017 EF EA N NEJfllPORT -ME5A UNIFIED SC.HOOL DISTRICT LOGO SIGNAGE IE:I" PARK/PLAYGROUND OPEN TO PUBLIC during non-school hours SCHOOL HOURS: MON -FRI 8:00am - 3:00pm SEPTEMBER -JUNE m.c. 11.04.050 SIGNAGE PLAN SCALI! 1 NTS C-8150-2 NEWPORT ELEMENTARY PLAYFIELD 14TH ST. & OCEAN FRONT NEWPORT BEACH, CA 92661 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5244-S SHEET 17 Of 17