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VIGINITY MAP: GENERAL NOTES A.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE SECTIONS Of THE CITY OF NEWPORT BEACH'S CONSTRUCTION STANDARDS, APV'lA, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND STATE STANDARD SPECIFICATIONS. I PROJECT t LOCATION PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH, CA BONITA CREEK PARK B.THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE LANDSCAPE ARCHITECT OR STRUCTURAL ENGINEER. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING THE NECESSARY SAFETY PRECAUTIONS AND "'1EASURE NECESSARY TO EXECUTE THE rlORK. OBSERVATION VISITS TO THE SITE BY THE LANDSCAPE ARCHITECT OR ANY OF HIS CONSULTANTS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITE"'1S. C.DO NOT rllLLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED rlHEN IT 15 OBVIOUS THAT UNKNOV'lN AND / OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IM"'1EDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. I d 2; ,,,°f if/If LOCATION MAP: SYNTHETIC FIELD TURF REPLACEMENT PROJECT C-5856 (A) APPROVED: APPROVED: PU-BLIC WORKS DIRECTOR DEPUT PWD /CITY ENGINEER RCE 61527 DATE: DATE: I':, . J D.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OPERATIONS IN SUCH A "'1ANNER 50 AS TO PREVENT DA"'1AGE TO EXISTING SUBSTRUCTURES. IN THE EVENT OF SUBSTRUCTURE DAMAGE, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND TOTAL EXPENSE FOR REPAIR AND / OR REPLACE"'1ENT OF SAID SUBSTRUCTURE. E.THE CONTRACTOR SHALL PROVIDE 12-HOUR NOTICE TO AFFECTED UTILITIES rlHEN RELOCATION 15 REQUIRED. F.THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFOR"'1 ANY rlORK PERTAINING TO THE PROJECT EXCEPT DURING NORMAL rlORK HOURS OR rllTH PRIOR APPROVAL FR0"'1 THE ENGINEER. NORMAL rlORK HOURS ARE Ll"'11TED TO 1,30 AM TO 4,:30 P"'1 "'10NDAY THROUGH FRIDAY. G.THE CONTRACTOR SHALL NOT BLOCK DRIVEV'lAYS OR VEHICULAR TRAFFIC DURING THE PROCESS OF CONSTRUCTION. H.THE CONTRACTOR rllLL C,0"'1PLY TO rl.A.T.C.H. TRAFFIC CONTROL HANDBOOK DURING CONSTRUCTION. I.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION (800)422-4153. J.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL DURING CONSTRUCTION AND MAINTENANCE PERIOD. K.CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PER"'11T5. L.MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS. "'1. THE GENERAL CONTRACTOR rlARRANTS TO THE CITY AND THE LANDSCAPE ARCHITECT THAT ALL "'1ATERIAL5 AND EQUIPMENT FURNISHED WILL BE NEIAI UNLESS OTHERV'llSE SPECIFIED, AND THAT ALL rlORK WILL BE OF 600D QUALITY, FREE FR0"'1 FAULTS AND DEFECTS. N.VERIFY ALL PROPERTY LINES OR Ll"'11T OF IAIORK LINES PRIOR TO C,0"'1"'1ENCING WORK. 0.IN THE CASE OF DISCREPANCIES IN THE DRAV'llN65, SPECIFICATIONS SHALL TAKE PRECEDENCE OVER DETAILS, AND DETAILS SHALL TAKE PRECEDENCE OVER FLANS. F.SUBSTITUTIONS MUST BE APPROVED IN rlRITING BY THE ENGINEER. Q.THE CONTRACT DRAV'llNGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECT UNLESS '° OTHERV'llSE SHOV'lN; THEY DO NOT INDICATE THE "'1ETHOD OF CONSTRUCTION. THE GENERAL G CONTRACTOR SHALL SUPERVISE AND DIRECT THE rlORK, AND SHALL BE SOLELY RESPONSIBLE. � FOR ALL CONSTRUCTION MEANS, "'1ETHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND HIS EN61NEERS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE "'1EASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR 5A"'1E, rlHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FR0"'1 CONTINUOUS AND DETAILED INSPECTION SERVICES, rlHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS, rlHETHER OF "'1ATERIALS OR rlORK, AND rlHETHER FERFOR"'1ED PRIOR TO, DURING OR AFTER C0"'1PLETION OF CONSTRUCTION, ARE PERFOR"'1ED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEYIN6 CONFORMANCE rllTH CONTRACT DRAV'llNGS AND SPECIFICATIONS BUT THEY DO NOT 6UARANTEE GENERAL CONTRACTOR'S PERFOR"'1ANCE, AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. z 0 <l) 111 [l ll (l NOTICE TO GONTRACTOR: w I' I=, A.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE SITE PRIOR TO MOBILIZATION AND THE BEGINNING OF CONSTRUCTION. ANY EXISTING ELE"'1ENTS TO BE PROTECTED IN PLACE, WHICH SHOW ANY TYPE OF DAMAGE (E.G. CRACKED CONCRETE, DA"'1AGE TO TREES, ETC.), SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER. OTHERWISE, CONTRACTOR "'1AY BE HELD RESPONSIBLE FOR REPAIRING OR REPLACING ANY DAMAGED EXISTINGELE"'1ENT5-TO-REMAIN AT THEIR EXPENSE. :s: [l llJ lL (\ ll' (l [l. =, llJ C>'. B.A DIGITAL FILE OF THE HORIZONTAL CONTROLINCLUDING HARDSCAPE 1"'1PROVEMENT5, SITE FURNISHINGS, ETC. WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR USE BY THE CONTRACTOR'S SURVEYOR IN THE LAYOUT OF THESE AREAS AND THE PREPARATION OF THE STAKING PLAN. I.T-0.012.C,-1.0 3.C,-1.1 SHEET INDEX PROJEC, T Tl TLE SHEET CIVIL TITLE SHEET DETAIL SHEET [l w'"' -llJIll _,I 4.C,-1.2 DETAIL SHEET lL () C.CONTRACTOR SHALL VERIFY ALL CONDITIONS ANDDl"'1ENSIONS AT THE JOB SITE AND NOTIFY THE ENGINEER OF ANY Dl"'1ENSIONAL ERRORS, 0"'11SSIONS,OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. 5.C,-2.1 6.C,-2.2 1.C,-3 1 8.C,-4.1 Cf. C-5.1 10.C,-6.1 PRECISE GRADIN6 FLANS/SECTIONS PRECISE 6RADING PLANS/SECTIONS DE"'10LITION PLAN EROSION CONTROL FLAN/DETAILS HORIZONTAL CONTROL FLAN w I I- D. DO NOT SCALE THESE DRAWINGS. PROJEG T DI REG TORY: OWNER, CITY OF NEWPORT BEACH 100 CIVIC, CENTER DRIVE NEWPORT BEACH, CA "!2660 PHONE, (Cf4Cf) 644-:3316 CONTACT, PETER TAUSCHER, P.E. LAND5CAPE ARCHITECT, RJ"'1 DESIGN GROUP, INC. 315"!1 CA"'11NO CAPISTRANO SAN JUAN CAPISTRANO, CA "!2615 PHONE, (Cf4Cf) 4"!3-2600 CONTACT, CRAIG SENSENBACH CIVIL ENGINEER, "'1CE CONSULT ANTS Ill CORPORATE DRIVE, SUITE 210 LADERA RANCH, CA "!26"!4 PHONE, ("14"!)542-1220 CONTACT, RICH "'100RE SCALE, N.T.S. IRRIGATION CON5U). TANT, SWEENEY+ ASSOCIATES 321 RA"'1PART ST., SUITE 20"! ORANGE, C,A "!2868 PHONE, (114) "158-0456 CONTACT, TOBY "'1ERTENS 6EOTECHNICAL/SOIL5 EN<SINEER, GMU GEOTECHNICAL, INC. 23241 ARROYO VISTA RANCHO SANTA "'1ARGARITA, CA PHONE, ("14"!) 888-6513 CONTACT, DAVE HANSEN 11.C,-6.2 12.C,-1.1 1:3. LI-I.I 14.Ll-1.2 15.Ll-1.3 16.Ll-1.4 11.L-1.1 18.L-1.2 SYNTHETIC TURF DRAINAGE FLAN SHEET SYNTHETIC, TURF DRAINAGE PLAN SHEET SYNTHETIC TURF DETAILS IRRIGATION FLAN IRRIGATION PLAN IRRl&ATION LEGEND IRRIGATION DETAILS PLANTING PLAN PLANTING PLAN 2 [l z<( \) L IL Ii<Dz<D,o w [l ,:-,,1 IL C-5856(A) (l t-----------------------------------------,---B-A-S-IS __ O_F_B_E_A_R_ I _N-:G-:S-:--------------,---;;-;;_jls-."-. 0=s--cA:-P-J--'¾--------------------,--A-;-;P--PR"'o""'v--AL""'R::E--CO:-M--ME:::-N:-.-D:-:ED,--, ---,------------r--Tc-:AP:-::P�RO:-V--AL""'R:-:E-::-co::-M::cM-:::EN-:-:D:::ED,--, --r=R:::-Ev"'1E::-:WE::D-, -------r-------------------"T"" ____ :.._!.......! � ;/4�;,;•;{;,;:;;--·· � Plans Prepared by: NEWPORT BEACH I' BU.RINGS N�� DAS�I) DN THE BEP.RING BETWEEN ORA.NG[ COUNTY SURVEYORS CON IINIJOUS GFS STATIONS "FVPk" TO "S1\CY" B[ING r-123'25'57.8"1:. CALL TOLL FREE 1-800-422-4133BEFORE YOU DIG ;/#:,r,'� . WfifL--, , �---�-·� BONITA CREEK PARK ,o ,-,,p; '/ ,.,-1 °1'"" 1 315l1CairlnoCapistrano RU M � SYNTHETIC FIELD TURF REPLACEMENT PROJECT 1- SMJ"'"'''"'"'·'""'' DGERSOIUGPN MUNICIPAL OPERATIONS DEPARTMENT N ND SENOR CiR1s-[EE RCE 65329 TITLE SHEET T-0.01 W . BENCHMARK I I www.RJMdesigrgroup.com S DIRECTOR EER L : ORANGE CDUNT'i SUKVLYOHS elNCH M,\R'< "CM-40-81",,>>,1 1�91400-1690>, SENIOR CIVIL ENGIN => // ,1 -+--------1 \) A 3 3/4� ALUM. BLNCIIM/\l�K UISK SET IN THE S.W. CORNER OF/>, 4.6 FOOT BY 12.0 ,\ (J)� //�/l949J493-2!!00pm,;� DESIGNED DRAWN p 23 s ��?�u�•:�� ���N s���i�rn IN THF N w CORNFR OF me 1NTrnscc110N DF PLl,CENn., '\.�;�",,:_"';';';�;>,��:;1 DATE: 3,-\{) . \ <;DATE ______ � • cs • GM CITY OF NEWPORT BEACH 5 5 8 �, o" CP-L 1 .-7 CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 1 OF 18 <n [l[V. = 106.829 FEET (NAVO 38, 1995 AD�IUSTMFNT, YFAR LFVl:UD 2005)-.. -/ CS �• 09/20I" I '-----------------------------------------'--------'-------------'----....1.----'-·�=-=---·-------------------'-----------....l.------------'--....l.---------'----"';...J..--==="...J...-------------------'---------' 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. IJJ I • I \ \ • SCALE, N.T.5 . m ' , • • • • • • , • ---------- , • • • • • • • • • " • > L • • • L • ~ _£ S!' ,_ <( " C (l_ ~ Q L I!) C S!' • • C\ ,: °J_ 'i IL i ,: 7 I)( ~ I- lH < I If) I-I)( <( IL () ~ (>'. IU IL VICINITY MAP: PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH, CA BONITA CREEK PARK SCALE, N.T.5. m LOCATION MAP: SYNTHETIC FIELD TURF REPLACEMENT PROJECT C-5856 (A) NOTIGE TO GONTRAGTOR: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAHININ6 THE SITE PRIOR TO HOEllLIZATION AND THE ElE61NNIN6 OF GON5TR.IJGTION. ANY EXl5TIN6 ELEHENT5 TO BE PROTECTED IN PLACE, WHICH SHOW ANY TYPE OF DAHA6E (E.6. CRACKED CONCRETE, DAHA6E TO TREES, ETC.), SHOULD BE 6ROU6HT TO THE ATTENTION OF THE EN61NEER. OTHERWISE, CONTRACTOR HAY BE HELD RESPONSIBLE FOR REPAIR.IN& OR REPLAGIN6 ANY DAHA6ED EXl5TIN6 ELEHENT5-TO-REHAIN AT THEIR EXPENSE. El. A Dl61TAL FILE OF THE HORIZONTAL CONTROL INGLUDIN6 HARD5GAPE IHPROVEHENT5, SITE FURNl5HIN65, ETC. WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR USE BY THE CONTRACTOR'S SURVEYOR IN THE LAYOUT OF THESE AREAS AND THE PREPARATION OF THE 5TAKIN6 PLAN. G. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIHEN5ION5 AT THE JOB SITE AND NOTIFY THE EN61NEER OF ANY DIHEN510NAL ERRORS, OHl5510N5, OR Dl5GREPANGIE5 BEFORE ElE61NNIN6 OR FA6RIGATIN6 ANY WORK. D. DO NOT SCALE THESE DRAWIN65. APPROVED: APPROVED: ' ... .... \ PUBLIC WORKS DIRECTOR DEPUTY PWD/CITY ENGINEER RCE 61527 -1~-~-~ ) 0 fu":\ ... .. m \..,_,J IU • -.- ■ -o .. -<5 RY ...... ? . o .. ~ ,.. ~ _ f.:}.;o ,,,. ---~~!,!II _,, , • - I - DATE: DATE: " er ,..,., . -.-.,,,,.._ §~:t: - ) -0 "I' -.,-..._ --~::a,<? ~11--'>--....::::,-.__1::: • --~, r-,',"''' --'-----. -' . ::-..:::::~::-__ ,·,._.__ - ·-:·--~ . : ... ;., •.;(:,·-. -.. : .. ~::_,. .... _ ',,_ .-.-.-_' . . ... ...... . . -- •• •• -. , :·,,: '. ... _, __ ; .' ~-" ~•-,(. .. -~ • ·. .• . . • .. -.-.• ,, ... ·'.~-:,·: • ·.;~. : •.•.. "::.) ' C , ~>"' > ' . • " • ,ai,,. ' -. ' ,, . :· . .;-~.':·:: -, ..... • •• ":"" Q . ·-at; Q ~ ... 0 ( 1 , ..... . -~ ----· '1'."J..11,( . . '· -. •• ...,_ •. . . . • • \~--~ ·".-.-.' ' • ~ :---. -·-'--, l" .. - "f .,. -' I"\ I --- - - - -!.all_ - - SCALE, N.T.5. PROJECT DIRECTORY: OWNER, CITY OF NEWPORT BEACH 100 CIVIC GENTER DRIVE NEWPORT BEACH, GA "12660 PHONE, ("14"1) 644-5516 CONTACT, PETER TAUSCHER, P.E. LANDSCAPE ARCHITECT, RJH DE516N &ROUP, ING. 515"11 GAHINO CAPISTRANO SAN JUAN CAPISTRANO, GA "12615 PHONE, ("14"1) 4"15-2600 CONTACT, GR.Alo SENSENBACH CIVIL EN61NEER, HGE CONSULT ANTS Ill CORPORATE DRIVE, SUITE 210 LADER.A RANCH, GA "126"14 PHONE, ("14"1)542-1220 CONTACT, RICH HOORE IRR.16-ATION CONSULTANT, SWEENEY+ A550GIATE5 521 RAHPART ST., SUITE 20"1 ORAN6E, GA "12868 PHONE, (114) "158-0456 CONTACT, TOBY 1"1ERTEN5 --. --- (D -• • .. - -· - - 6EOTEGHNIGAL/501L5 EN61NEER, 6HU 6-EOTEGHNIGAL, ING. 25241 ARROYO VISTA RANCHO SANTA HAR.6ARITA, GA PHONE, ("14"1) 888-6515 CONTACT, DAVE HANSEN "12688 GENERAL NOTES A. ALL WORK SHALL ElE DONE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE CITY OF NEWPORT BEACH'S CONSTRUCTION STANDARDS, APWA, STANDARD 5PEGIFIGATION5 FOR PUBLIC WORKS GON5TR.IJGTION AND STATE STANDARD 5PEGIFIGATION5. El. THE DE5I6N ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, 6RAGIN6, 5HORIN6, TEHPORARY 5LJPPORT5, ETC., 15 THE SOLE RE5PON5161LITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE LANDSCAPE ARCHITECT OR 5TR.IJG11JRAL EN61NEER. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDIN6 THE NECESSARY SAFETY PRECAUTIONS AND HEA5URE NECESSARY TO EXECUTE THE WORK. OBSERVATION VISITS TO THE SITE BY THE LANDSCAPE ARCHITECT OR ANY OF HIS CONSULTANTS SHALL NOT INCLUDE INSPECTION OF THE ABOVE I TEH5. G. DO NOT WILLFULLY PROCEED WITH GON5TRIJGTION AS DE516NED WHEN IT 15 OBVIOUS THAT UNKNOWN AND/ OR 61'<.ADE DIFFERENCES EXIST THAT HAY NOT HAVE BEEN KNOWN DUR.IN& DE516N. SUCH CONDITIONS SHALL BE IHHEDIATEL Y 6ROU6HT TO THE ATTENTION OF THE EN61NEER. D. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OPERATIONS IN SUCH A HANNER 50 AS TO PREVENT DAHA6E TO EXl5TIN6 5U65TRUG11JRE5. IN THE EVENT OF 5U65TRUGTURE DAHA6E, THE CONTRACTOR SHALL BEAR FULL RE5PON5161LITY AND TOTAL EXPENSE FOR REPAIR AND/ OR REPLAGEHENT OF SAID 5LJ65TR.IJG11JRE. E. THE CONTRACTOR SHALL PROVIDE 12-HOUR NOTICE TO AFFECTED UTILITIES WHEN RELOCATION 15 REQUIRED. F. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORH ANY WORK PERTAININ6 TO THE PROJECT EXCEPT DUR.IN& NOR.HAL WORK HOURS OR WITH PRIOR APPROVAL FR.OH THE EN6INEER. NOR.HAL WORK HOURS ARE LIHITED TO 1,50 AH TO 4,50 PH HONDAY THROU6H FRIDAY. 6. THE CONTRACTOR SHALL NOT BLOCK DRIVEWAYS OR VEHICULAR TRAFFIC DUR.IN& THE PROGE55 OF CONSTRUCTION. H. THE CONTRACTOR WILL GOHPL Y TO W.A.T.G.H. TRAFFIC CONTROL HANDBOOK DUR.IN& GON5TR.IJGTION. I. CONTRACTOR SHALL NOTIFY UNDER.61'<.0UND SERVICE ALERT BEFORE START OF GON5TR.IJGTION (800)422-4155. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL DUR.IN& GON5TRIJGTION AND HAINTENANGE PERIOD. K. CONTRACTOR SHALL BE RESPONSIBLE FOR 5EGURIN6 ALL NECESSARY PER.HITS. L. HAINTAIN SANITARY TOILET FACILITIES DIJRIN6 GON5TRIJGTION AS REQUIRED BY APPLICABLE RE6ULATION5. H. THE 6-ENERAL CONTRACTOR Y'IARRANT5 TO THE CITY AND THE LANDSCAPE ARCHITECT THAT ALL HATERIAL5 AND EQUIPHENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL Y'IORK WILL ElE OF 600D QUALITY, FREE FR.OH FAUL TS AND DEFECTS. N. VERIFY ALL PROPERTY LINES OR LIHIT OF WORK LINES PRIOR TO GOHHENGIN6 WORK. 0. IN THE GASE OF Dl5GREPANGIE5 IN THE DRAWIN65, 5PEGIFIGATION5 SHALL TAKE PRECEDENCE OVER DETAILS, AND DETAILS SHALL TAKE PRECEDENCE OVER PLANS. P. 5U65TITUTION5 HUST BE APPROVED IN WRITIN6 BY THE EN61NEER. Gl. THE CONTRACT DRAWIN65 AND 5PEGIFIGATION5 REPRESENT THE FINISHED PROJECT UNLE55 OTHERWISE SHOWN; THEY DO NOT INDICATE THE HETHOD OF GON5TRIJGTION. THE 6-ENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, AND SHALL BE 50LEL Y RESPONSIBLE FOR ALL GON5TRIJGTION HEAN5, HETHOD5, TECHNIQUES, 5EQUENGE5 AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND HIS EN61NEER5 SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE HEA5URE5 OR THE GON5TR.IJGTION PROCEDURES REQUIRED FOR SAHE, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY 51.JPPORT SERVICES PERFORHED BY THE ARCHITECT AND EN61NEER5 DI.JR.IN& GON5TR.IJGTION SHALL BE Dl5TIN6UISHED FR.OH CONTINUOUS AND DETAILED INSPECTION SERVICES, WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORHED BY THE ARCHITECT AND HIS EN61NEER5, WHETHER OF HATERIAL5 OR WORK, AND WHETHER PERFORHED PRIOR TO, DIJRIN6 OR AFTER GOHPLETION OF CONSTRUCTION, ARE PERFORHED SOLELY FOR THE PURPOSE OF A5515TIN6 IN QUALITY CONTROL AND IN AGHIEVIN6 GONFORHANGE WITH CONTRACT DRAWIN65 AND 5PEGIFIGATION5 61.JT THEY DO NOT &UAR.ANTEE 6-ENERAL CONTRACTOR'S PER.FOR.HANCE, AND SHALL NOT BE GON5TR.IJED AS SUPERVISION OF GON5TR.IJGTION . - <( " C • ~ ~ 10 Cl ('l © () z \}_-~ i m ~ :,: "J. IL Cl ~ () z ~ ~ ~ !:; g ~ [l w IL [l ~ It Cl [l- w Ill ~ Ill f------------------------------------------1 [l- tH ~ SHEET INDEX f------------------------------------------<ilj I. T-0.01 2. G-1.0 5. G-1.1 4. G-1.2 5. G-2.1 6. G-2.2 1. G-5.1 8. G-4.1 "I. G-5.1 10. G-6.1 II. G-6.2 12. G-1.1 15. LI-I .I 14. Ll-1.2 15. Ll-1.5 16. Ll-2.1 11. L-1.1 18. L-1.2 PROJECT TITLE SHEET CIVIL TITLE SHEET DETAIL SHEET DETAIL SHEET PRECISE 6RADIN6 PLAN5/5EGTION5 PRECISE 6RADIN6 PLAN5/5EGTION5 DEHOLITION PLAN EROSION CONTROL PLAN/DETAILS HORIZONTAL CONTROL PLAN SYNTHETIC TURF DRAINA6E PLAN SHEET SYNTHETIC TURF DRAINA6E PLAN SHEET SYNTHETIC TURF DETAILS IRR.16-ATION PLAN IRR.16-ATION PLAN IRR.16-ATION LE6END IRR.16-ATION DETAILS PLANTIN6 PLAN PLANTIN6 PLAN RECORD DRAWINGS The.e Reeord Drawing, IIOYe been prepared based on the best ovaTiable Information. Whfle thll i'lformouon rs believed to be reliable, City of Newport Beoch is not responlible for its oecurocy, nor the errort or omfs,lons MIich may or may not hove been Incorporated Into the,e pl«II, _J i ~ ~ It <( I}_ Cl z i () z i- z <I) ~ :,: "J. t i C-5856(A) a 1----------------------------------------,-----------------------,-------------------------,---,-.,,,,,,,,,,.,,...-,===,,....--,-------------,---..,..,,.,,,i,,,,.,,-,....,,.,.,,,,,.,,.,..,.,,,,.,,.-...,...,,,.,.,,=,--------,--------------------,------'-"'-I~ BASIS OF BEARINGS: ,..1,i.DS~~ APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: REVIEWED: ~ CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS r,,<:J <'"'"-''c ;'.¼,c>,' Plans Prepared by: • NEWPORT BEACH ~ -~ -·-a••~••,,_,-,,,,. --~•••· BONITA CREEK PARK ·" CONTINUOUS GPS STATIONS "FVPK" TO "SACY" BEING N23'25'57.8"E. <JJ, _.. •, ·-"' () c:, q ((\•1 l- l'i:::;I,I1~ ~ ~1',,1'-1''1 r.:•;,~~;.~;~675 RU M8~8~ MUNICIPAL OPERATIONS DEPARTMENT ~ BENCHMARK: ORANGE COUNTY SURVEYORS BENCH MARK "CM-40-81" ,\-;, ~"""'"""~-*) ;;;::~-:rr!""'= '5 FOOT CATCH BASIN LOCATED IN THE N.W. CORNER OF THE INTERSECTION OF PLACENTIA ,,, ... __ 4~ , u SYNTHETIC FIELD llJRF REPLACEMENT PROJECT RECREATION AND SENIOR IRIS LEE RCE 65329 TITLE SHEET T-0.01 SERVICES DIRECTOR SENIOR Clv1L ENGINEER DESIGNED: DRAWN: CITY OF NEWPORT BEACH P 5235 S cs GM DATE: A 3 3/4~ ALUM. BENCHMARK DISK SET IN THE S.W. CORNER OF A 4.6 FOOT BY 12.0 ~(JI~ .. ~~~:'~~-&),,~ l949l493-2Soop11one f-----~---+------------------~---_-_-_-_-_-_-_-_-_-_: Ill~ AVENUE AND 16TH STREET OF CAI.\< DATE: _____ _ L _____________________________________ ..1._~EL~EV~-~:..:10~6.8~29::....:..:FE~ET~(~NA~VD~B~B-~1~99~5~AD~JU~S~TM~EN~T,~Y~EA~R~LE~YE~LE~D~2~00~5) ____ L_....::~-~-~--;;:. _________________ L __________ L _________ ..1. __ L _______ ..1. __ ..£U...Bt!!!J.~!Ll---_:...:..::..::.:...:....:..:..::..:.:...:.::.....:..:~.::...:.... __ .....L...:.::::.:.....:........:....:::...JF CHECKED: DATE: PUBLIC WORKS DEPARTMENT cs 12 5 SHEET 1 OF 18 GENERAL NOTES CIVIL SHEET INDEX CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5856 Plans Prepared by:NEWPORT BEACH SYNTHETIC FIELD TURF REPLACEMENT PROJECT BONITA CREEK PARK AS-BUILT TITLE SHEET C-1.0 RECORD DRAWINGS GENERAL GRADING SPECIFICATIONS G!iNERAL 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 3. 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. 4. FAILURE TO REQUEST INSPECTIONS AND/OR HAVING REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT. EROSION CONTROL 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY 15. 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. REQUIRED INSPECTIONS 1. A PRE-GRADING t.tEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO THE START OF GRADING WITH FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, LANDSCAPE ARCHITECT, SOILS ENGINEER, OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. GRADING FILLS/CUTS 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED FLOOR. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COt.tPACTION AS DETERMINED BY ASTt.t TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND or SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED or 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 ADDmONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED, OR CRUSHED IN PLACE AND BACKFILLED, AND APPROVED BY THE SOILS ENGINEER. 8. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 9. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT AND APPROVED BY THE SOILS ENGINEER. 10. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE ENGINEER. 11. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. it' 10/21/15 /p. 08/13/15 NO. DATE: DOCUMENTATION 1. AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS-GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUB-SURFACE DRAINAGE FACILmES. HE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TEST, SUMMARIES OF FILED AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MODE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COt.tPLETION OF WORK IN ACCORDANCE WITH THE NBMC. 3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL AS-BIULT DESCRIPTION OF THE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF THE SAt.tE ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY THE GEOLOGIC FACTORS. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NDT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. LOCATE ALL UTILITIES BEFORE CONSTRUCTION. UTILITY PURVEYORS GAS TELEPHONE ELECTRIC WATER SEWER CABLE SOUTHERN CALIFORNIA GAS COMPANY -1.800.427.2000 AT&T -1.800.288.2020 SOUTHERN CALIFORNIA EDISON -1.800.990. 7788 CITY OF NEWPORT BEACH -949.644.3309 CITY OF NEWPORT BEACH -949.644.3309 ADELPHIA COMMUNICATIONS -714.542.6222 COX COMMUNICATIONS -866.272.5111 REV'D FIELD HASH MARKS RAM CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG DESCRIPTION BY APP'D REVISIONS EARTHWORK QUANTITIES TOTAL SIJE: 4.10 ACRES DISTURBED RAW CUT RAW FILL SUMMARY RAW CUT RAW FILL REMOVAL/RECOMPACTION " EXPORT 1,100 CY 1,100 CY 4,500 CY 0 CY " BASED ON 8-INCH REMOVAL/RECOMPACTION OVER SITE -VERIFY WITH SOILS ENGINEER. NOTE: THE QUANmlES SHOWN ABOVE ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION PRIOR TO THE START OF GRADING AND ACCOUNT FOR DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING SITE TO DESIGN GRADE. ENGINEER STATEMENT: I HAVE COMPLIED WITH THE CRITERIA OF THE NEWPORT BEACH WATER EmCIENT LANDSCAPE ORDINANCE AND DESIGN STANDARDS AND HAVE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE GRADING DESIGN PLAN. LEGEND ---• • --- 123.DO 123.00 FS ----SEW---- ABB RE VIA TIONS BLDG. BUILDING C.B. CATCH BASIN C/L CHAIN LINK TRENCH DRAIN FLOWUNE EXISTING ELEVATION PROPOSED ELEVATION SUBDRAIN PVC PIPE DRAIN LINE/DRAIN INLET EXISTING SEWER INVERT IRRIGATION C&G CURB & GUTTER INV. IRR. LP. M.H. P/A PCC P.P. R.D. R.O.W. LOW POINT MANHOLE PLANTER AREA C.L CENTERLINE C.O. CLEANOUT CONC. CONCRETE SD STORM DRAIN DWY. DRIVEWAY EL ELEVATION ELEC. ELECTRIC E.P. EDGE OF PAVEMENT F.F. FINISHED FLOOR F.H. FIRE HYDRANT F.L FLO\\UNE F.S. FINISHED SURFACE G.B. GRADE BREAK H.P. HIGH POINT BASIS OF BEARINGS: ST. T.C. TEL T.G. T.F. T.W. s w W.M. w.v. PORTILAND CEMENT CONCRETE POWER POLE ROOF DRAIN RIGHT OF WAY STREET TOP OF CURB TELEPHONE TOP OF GRATE TOP OF FOOTING TOP OF WALL SANITARY SEWER WATER WATER METER WATER VALVE n-Record Drowlnp how bes1 prepared bOled on the be.t awlable lnforfflotfon. 'Mlle thll Information r, bellewd to be reliable. Cit)' of Newport Beach r, not reaponllible for Its occuroc:,,. nor the erR1R or omlnlon• which may or may not ha'l'III bNrl lncorporoted Into th-pl-. BEARINGS ARE BASED ON lHE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS STATIONS "FVPK" TO "SACY" BEING N23"25'57.8"E. CIVIL ENGINEERING LAND SURVEYIN!l BENCHMARK: ORANGE COUNTY SURVEYORS BENCH MARK "CM-4-0-81" A 3 3/4" ALUM. BENCHMARK DISK SET IN lHE S.W. CORNER OF A 4.6 FOOT BY 12.0 FOOT CATCH BASIN LOCAlEO IN THE N.W. CORNER OF THE INTERSECTION or PLACENTIA AVENUE AND 16TH STREET r::-7 111 CORPORAlE DR., #210 ,;1 / r. 1\1 ~N LA□ERA RANCH, cA 92594 \,1·,-"-l~\. 'I /I.e • ._ 06/05/15 PH: 949-542-7220 ELEV. -106.829 FEET INAVD BB, 1995 ADJUSTMENT, YEAR LEVELED 2005\ RICHARD A. MOORE, RCE 23971 DAlE FAX: 949-542-7230 NO. (i) © ® CONSTRUCTION NOTES & ESTIMATED QUANTITIES DESCRIPTION CONSTRUCT CONCRETE MOWCURB EDGE PER DETAIL 1, SHEET C-1.1 -CONDITION @AND@ CONSTRUCT 4" PVC (SDR 35) STORM DRAIN, BEDDING PER DETAIL 2, SHEET C-1.1 CONSTRUCT 6" PVC (SDR 35) STORM DRAIN, BEDDING PER DETAIL 2, SHEET C-1.1 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 4, SHEET C-1.1 CONSTRUCT AONCRETE MOWCURB EDGE WITH TRENCH DRAIN PER DETAIL 1, SHEET C-1.1 - CONDITION t£) -AND DETAIL 1, SHEET C-1.2 @ RECONSTRUCT EXISTING CATCH BASIN AND ADJUST TO GRADE (j) CONNECT STORM DRAIN TO EXISTING CATCH BASIN @ REGRADE EXISTING INFIELD PER SPECIFICATIONS @ INSTALL SYNlHETIC TURF SUB BASE & SUBDRAIN PER SHEETS C-6.1 TO C-7.1 AND SPECIFICATIONS @ INSTALL SYNTHETIC TURF BY OTHERS -AS PROVIDED FOR BY aTY {j]) PROTECT IN PLACE @ REMOVE EXISTING CATCH BASIN @ CONSTRUCT JUNCTION STRUCTURE (18" TO 24") PER CITY STD. 312-L @ CONSTRUCT 18" RCP (2000 D) WITH BEDDING PER DETAIL 2, SHEET C-1.1 @ CONSTRUCT CONNECTION ASSEMBLY PER CITY STD. 312-L @) CONNECT 4" PVC STORM DRAIN PIPE TO 6" PVC STORM DRAIN PIPE @) FURNISH AND PROVIDE TWO SETS OF FOUR WEIGHTED SOCCER CORNER FLAGS @ CONSTRUCT GOAL POST PER DETAIL 6, SHEET C-1.1 @ CONNECT 6" PVC STORM DRAIN PIPE TO 12" PVC STORM DRAIN PIPE @) CONSTRUCT CONCRETE MOWCURB WIDTH TRANSITION (L=5') @ CONSTRUCT CONCRETE EDGE DETAIL AT INFIELD ARC PER DETAIL 3, SHEET C-7.1 @ ADJUST TO GRADE (SOFTBALL FIELD EQUIPMENT) @ FURNISH AND PROVIDE FOUR SOCCER GOALS PER DETAIL 3, SHEET C-1.2 @ CONSTRUCT LODGE POLE FENCE PER DETAIL 5, SHEET C-1.1 IBID ALTERNATE NO. 11 (241 CONSTRUCT PIPE GATE PER DETAIL 3, SHEET C-1.2 IBID ALTERNATE NO. 21 @ CONSTRUCT SUBDRAIN PER DETAIL 1, SHEET C-2.2 ) @ CONNECT SUBDRAIN TO STORM DRAIN (27) NOTICE TO THE CONTRACTOR QUANTITY THE GRADING CONTIRACTOR SHALL BE RESPONSIBLE AND ACCOUNT FOR EXPORTING & DISPOSING OF ANY EXCESS MATERIAL OR SUPPLYING Afff DEFICIENCIES TO BRING THE SITE TO DESIGN GRADE. REVIEWED: IRIS LEE, RCE 65329 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: RAM STAFF CHECKED: DA TE: RAM DEC., 2015 SHEET 2 -C-1.0 SHEET 3 -C-1.1 SHEET 4 -C-1.2 SHEET 5 -C-2.1 SHEET 6 -C-2.2 SHEET 7 -C-3.1 SHEET 8 -C-4.1 SHEET 9 -C-5.1 SHEET 10 -C-6.1 SHEET 11 -C-6.2 SHEET 12 -C-7.1 TITLE SHEET DETAIL SHEET DETAIL SHEET PRECISE GRADING PLAN/SECTIONS PRECISE GRADING PLAN/SECTIONS DEMOLITION PLAN EROSION CONTROL PLAN/DETAILS HORIZONTAIL CONTROL PLAN SYNTHETIC TURF DRAINAGE PLAN SHEET SYNTHETIC TURF DRAINAGE PLAN SHEET SYNTHETIC TURF DETAILS P_5235_S SHEET 2 OF 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5856(A) Plans Prepared by:NEWPORT BEACH SYNTHETIC FIELD TURF REPLACEMENT PROJECT BONITA CREEK PARK AS-BUILT C-1.1DETAIL SHEETRECORD DRAWINGS Ill -I~ \ \ I I / CD 'FflEHP: FOOT6AL.L. ISOAL POST, BY 111 ClltJ I, MODEL. FBl-e.52-HS..PC., COL.OR, YEL.L.Ol'l. INSTAL.L. EACH l'llTH 1' POST PAD BY :511 I I vffWr, MODEL. PP-166. CONTACT AL.L.AN SHACl<L.ETON (626/ 463-22'12. INSTAL.L.ED COMPL.ETE PER MANUFAC'TIJRERS INST1'Wc.TIONS. C.ONCFIETE FOOTINIS REINFORCED l'llTH (4) 114 RE-BAR l'llTH 415 TIES -POURED IN PL.ACE SOFT POUR CONCRETE AT 1000 P51 l'llTH 1/2" TOOL.ED RADIUS AT AL.L. EXPOSED CORNERS AND EDeES, MEDIUM BROOM FINISH. ENLARaEMENT AT EXPAN51ON JOINT FOOTIN6 DE516N (AS SHOi"IN), WIND LOADS, iO MPH SEISMIC. ZONE, 4 C.ONc.RETE PSI, 2500 "l4" DIA. ISALV. DRAIN o,;--__,,. GOAL POST BASE PLAN VIEW SCALE, N.T.S. 36" FOOT6ALL./50CC.ER FIEL.D ENDL.INE FINISHED iSF<ADE c:f6" ALIISN FACE OF ISOAL POST r. l'llTH INSIDE _r EDISE OF O FIEL.D ENDL.INE G) ISALVANIZED L.EVEL.IN6 BOL.TS SUPPI..IED BY ISOAL POST MANUFACTURER. COVER HARDl'lARE l'llTH SIL.CONE AND DUC.T TAPE PRIOR C.ONC.FIETE POUR 1/4' RADIUS EDeE. 1/2' ~"l'POAM EXPANSION MATERIAL BY, ~ l'IIICll"IIJi!& OR APPROVED EGUAL TO CONTINUE THROUISH ENTIRE DEPTH OF CONCRETE POUR .. INSTAL.L. PER MANUFACTURER'S SPECIFICATIONS. ('10'1) 46'1-2606. "ISUN-GRAC>E" TJAIO-PART POL. YIJRETHANE SEALER BY, 9ffCM'l.f!X -20 9L (1!>00) '1'3-1542, OR APPROVED EGUAL. SEAL.ANT COL.OR TO MATCH ADJACENT PAVIN6. SC.ORE JOINT PER DETAIL. I!>, SHEET C.-1.1 EXPANSION JOINT, SEE ENL.AReEMENT, THIS DETAIL.. SU66ASE PER ISEOTECHNIC.AL REPORT 2><4 TREX COMPOSITE L.ANDSCAPE BOARD, 5EE SPEC,S. 4' CRUSHED AISISREISATE ST1'Wc.TURAL BASE, SEE SF'EC,S FIEL.DTURF 1'1.EVOL.UTION -Ol'lNER RJRNISHED 4 INSTAL.L.ED NOTES, DISTANCE BETI-IEEN ISOAL POSTS IS 316' C.-C. ISOAL POST FOOTINISS TO BE C001'1.DINATED l'llTH MANUFACTURER 4 FIEL.D MEASUREMENTS. PRECONST1'Wc.TION MEETINIS, DEVEL.OPMENT OF SC.AL.ED SHOP DRAHINISS, SUBMITTAL 4 1'1.EVIEl'I OF SHOP DRAHINISS SHAL.L. OC.C.UR PRIOR TO ACGUISITION OF MATERIALS 4 COMMENCEMENT OF C.ONSTRUC.TION. SOAL POST SLEEVE AND FOOTINS SCALE, N.T.S. SOAL POST ELEVATION 6 7 8 SC.ALE, N.T.S. GOAL POST FRONT VIEW 5·.3· GROUND 1~ /=~ 0/ 1---.. • "-... '°"'•"I!"' "-y ·· ✓•• L.EeEND, 1) HIGH IMP.\CT P\IC CONSTRUCTION -IDEAL FOR TURF, l~DOORJOUTDOOR USE (7"\ FURNISH AND PROVIDE TWO SETS OF FOUR \.!.J l'IEIISHTED SOC.C.ER FL.AISS BY !Qoll!CSOAL M0DeL NO. 6191-404 OR APPROVED EGUAL. CONTACT (1!>00) 111',-t!>eb<t. 2) FlNISH: O~ITE 3) INCl_llOEO 12" DIA. HIGH DENSITY lN RESISTAfJT RUBBER STACKABLE ~ASES 4) ASSD.murn WEIGi IT: Jal LBS. p[R S[T S:NGLE FLAG POLE WEIGHT: 8.5 LllS. SOCCER CORNER FLAGS 1/4" A. TOOL.ED CONTF<OL. J~INT •1 I Effl!P: CD 1/4" RADIUS EDeE. @ PAVINIS FINISH SURFACE PER PLAN. NO'[e, @ L.oc.ATE JOINTS PER SPECIFICATIONS UNL.ESS OTHERHISE INDICATED ON PL.AN. * 3/4' IF PAVINIS L.ESS THAN 4' THICI<. I' IF PAVINIS 4" THICI< OR ISREATER. CONCRETE SCORE JOINTS SCALE: N.T.8. SCALE: N.T.8. SCALE: N.T.8. L.EeEND, (7"\ 5" DIA. PRESSURE TREATED L.ODISEPOL.E PINE \.!.J POST. BUTT TREATED Y'IITH COPPER @ FINISH ISRADE NAPHTHENATE OR PENTA SOL.UTION, 24" MIN. (';\4 PRE-DRIL.L. POST TO Ac.c.EPT 3-AAIL.S. \::!) PROVIDE DOMES RADIUS AT AL.L. POST TOP5 ® ~ 3-1/2" DIAMETER PRESSURE TREATED DOl'IEL.ED f7-:\, 1.6/ L.ODISEPOL.E PINE AAIL.S '-fv @ NOTES, II!>" DIAMETER X 24" DEEP CONCRETE FOOTINIS . I C.U. FT. 3/16"DIA. CRUSHED AeeREISATE '10% COMPACTED SUB-ISRADE PROVIDE DEEP TOOL. SC.ORE JOINT PER DETAIL. SHEET C.-1.1 AT AL.L. POST LOCATIONS fA\ C.ONTRAC,TOR SHALL. OBTAIN ENISINEER \Cl APPROVAL OF SPECIFIC. FENCINIS L.A"l"OUT PRIOR TO EXCAVATION OF POST HOL.E FOOTINISS. © FENCINIS AVAIL.ABLE FROM 60URBON VALLEY C.O, RAIL l"ENC,INe, C. • e IJJl,EER, TEL. -('10'1) 626-35'11. ® CONTRACTOR SHAL.L. INSTAL.L. CORNER, END AND L.INE POSTS AS REGUIRED BY SPECIFIC. L.AYOUT. CD @ ~ ,---.__,_ ---. . . ~ r,..... . . ---- . . -. 4 . ~ ' • ' ,..... I" ' ' Ll L &1-0 11 O.G. r --' -,, -J :,----. . --. . . . . . ---" . . . -.::::0..,, . . --' . . . . --. . . 4 C C . . --- ,, I' ,, ' ' ,, I ,, I ,, I' ' 11 ' 11 11 ' 111_ I 1_1 I _ , ELEVATION ell =Ill= =- SCALE, 1/:2" = 1 '-0" = I I=" - PLAN ALL. MEMBERS SHALL. BE Ac.G TREATED L.ODeEPOL.E PINE. SECURE RAIL.S TO POST l'llTH 16d ISALVANIZED NAIL.S, (I) AT EACH CONNECTION. • "' ~ - it ~ - CD @ 'I I ! I • --,--a,. • I ' it 15\f>, / .I~, - -~P" : --,."""'"""""'" ! / ' i'11111M @--,Jc= @-x, @--..LI • ' : I • 111 I - 1 1 "1=111 rt • I -I I i/ 1~1= / / I • ,'J,,' u• - -- - ~,~,, I I I II I II I 1-1 I 1= DIA. SECTION 5 LODGEPOLE FENCE IBID AL TERNA TE NO.1I SCALE: N.T.8. 10/21/15 AS-BIULT 08/13/15 REV'D FlELD HASH MARKS RAM CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG Th-Reoard Drawing, haw been prepared baaed an the beet a111111able lnfGrmatlan. 'Mlle thlll Information ii belleYed ta be rellable, City of Nnpart Beach ii not l'NpOlllble fot lte accuracy. nor the errore or am..i-which fflG)' or ma,-not ho111 been lncarpo1 ated Into th-pl-. NO. DATE: DESCRIPTION BY APP'D REVISIONS 4 3 2 12"x12" PRE-CAST CONCRETE BOX BROOKS PRODUCTS OR EQ. \ DRAINAGE PIPE SIZE &: /1/2' MAX. SLOT PER PLAN TYPE:\ I T.C 1212 STEEL GRA (TRAFFIC L -GAL~ .B. PER PLAN JE W/rnAME OADING TYPE) ~NIZED FINISH . . \. . . I I • • "' <D • • N o:> -- . • • . "' <D . . L,,J L,,J 0.. 0.. 0:: 0:: • • <D o:> -"' "' 0 e ... PLAN (FLAT TYPE) NOTE: GRATES LOCATED IN ACCESSIBLE AREAS ARE TO HA~ OPENINGS LESS THAN 1/2" ~DE IN DIRECTION OF TRA~L 6" s· I PROVIDE FOR LOCKED co~ I . -~ •·. a· ' INV PER PLAN"\_ '""'' ~ I I I I 24" 12· j - • <D 6" s· ~ I I I . . . . ' . . . . . . . . ' ELEVATION NOTE: USE TYPE V, 560-C-3250 PSI CONCRETE FOR BASE. I I I . FOR 18" PIPE FOR 4' OR 6" PIPE TOP OF GRATE (TG ) PER PLAN z :s 0.. "' L,,J 0.. I - -""-POURED IN PLACE CONCRETE BOTTOM SLOPE TO DRAIN CATCH BASIN AND GRATE SCALE: .. "' "' I=' lo ~~ Oo.. ::, ,. .Jo "'u . .,,_ z_ ':, --' j,.. --' .... ':x, 0:: d ~ L,,J (/) :::, TOP OF TURF (FINAL GRADE) BOTTOM OF ROCK -WOVEN GEOTEXTILE (MIRAFI S00X OR APPROVED EQUAL) 8" COMPACTED SUBGRADE COMPACTED TO 95% OR EXISTING COMPETENT MATERIAL @ 2-FOOT DEPTH REQUIRING NO REPROCESSING -SEE GEOTECHNICAL REPORT N.T.8. TYPICAL ROUGH GRADE SECTION SCALE: N.T.8. TRENCH WIDTH AS REQUIRED FOR PIPE FINISHED SURFACE -COMPACT TO 95% RELATIVE DENSITY IN SYNTHETIC TURF AR~ AND 90% COMPACTION IN LANDSCAPE AR~ ~--f,,-..,,,---,-,-,-..,,--,...--,--,,,,.,..,.-j---~V.ERIFY W/ SOILS ENGINEER ·,. . ,._., . -. •· ' .. ·. ' ·. . . '· . ·. ,, . ~: 6" TO 8" . -. -... . . ..:'-· ""·:. .. ' ' ... -... . . . ,. .,-, _. .... ,. • • -:-' GRANULAR MATERIAL REPORT FOR REQUIREMENT UTILITY BEDDING DETAIL SCALE: N.T.8. BASIS OF BEARINGS: BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS STATIONS "FVPK" TO "SACY" BEING N23"25'57.8"E. mcE CD @ @ @) G) 1 BENCHMARK: ORANGE COUNTY SURVEYORS BENCH MARK "CM-4-0-81" CONSULTANTS z~ • < (! ll, I' TYP. ~ _,,_ ___________ _ '----15 C.ONDITION@ C.ONDITION ® SEC.TION -1:2" MOll'ICUR6 SCALE: 5" = 1 '-0" 12· SECTION -1:2" MOll'ICUR6 EDCSE SCALE: 511 = 11-011 5":t 6":t $":I: FLUSH C.ONDITION @ SECTION -MOll'ICUR6 EDCSE WTRl;NCH DRAIN SC.ALE: 511 = 1•-011 I EfflD?, POURED IN PL.ACE CONCRETE EDeE l'IITH 1/2' TOOL.ED RADIUS AT AL.L. EXPOSED CORNERS AND EDISES, MEDIUM BROOM FINISH. FINISHED 51'1.ADE. SUBBASE PER eEOTEc.HNIC.AL REPORT AND CIVIL Pl.ANS. PRE-SLOPED TRENCH DRAIN BY ACO, MODEL. FL.Ol'IDRAIN FISIOO l'IITH ADA IRON ISRATE TYPE l'IITH BOL. T AND BAR L.OCl<INIS MECHANISM. IN5TAL.L. PER MANUFACTURE'S INSTRUCTIONS -5EE DETAIL. I, SHEET C.-1.2. DRAINAeE BASE PER SHEET C.-1.1. RECYC.L.ED PL.ASTIC. 2" X 4" COMPOSITE L.ANDSC.APE BOARD NAIL.ER !TREX OR APPROVED EGUAL./ PER SHEET C.-1.1. SEE SPECIFICATIONS . (L.EAVE '¾," -'¾," ISAP E!ETI-EEN ENDS OF BOARDS TO AL.L.OH EXPANSION). ANCHOR TO CONCRETE PER SYNTHETIC. TURF PL.ANS AND SPECIFICATIONS. SYNTHETIC. TURF AS PROVIDED AND INSTAL.L.ED BY OTHERS. ® CONCRETE MOW CURB EDGE CIVIL ENGINEERING LAND SURVEY1N!l REVIEWED: IRIS LEE, RCE 65329 SENIOR CIVIL ENGINEER PROVIDE SC.ORE JOINTS PER DETAIL 1, THIS SHEET, AT 4' O.C.. 5EE PL.AN. UNL.ES5 NOTED OTHERY'IISE CONCRETE SECTION INFORMATION INDICATED HEREIN HAS BEEN PROVIDED FOR BID PURP05ES ONL. Y -BASED ON INFORMATION IN THE ISEOTECHNIC.AL. REPORT AVAIL.ABL.E AT THE TIME OF THIS DETAIL PREPARATION. C.ONTRAC,TOR SHAL.L. OBTAIN, 1'1.EVIEl'I AND PROVIDE REINFORCINIS, CONCRETE SECTION, sue BASE MATERIALS, sue PREPARATION (COMPACTION, MOISTURE CONDITIONINIS, ETC.. ) BASED SOL.EL. Y ON THE PROJECT RECOMMENDATIONS (5TATED IN THE APPROVED eEOTECHNIC.AL REPORT/ SPECIFIC. TO THIS PROJECT. SEE APPENDIX A IN PROJECT SPEC.IFIC.ATION5 FOR eEOTEC.H REPORT. SCALE: N.T.8. A 3 3/4" ALUM. BENCHMARK DISK SET IN THE S.W. CORNER OF A 4.6 FOOT BY 12.0 FOOT CATCH BASIN L0CAlEO IN THE N.W. CORNER OF THE INTERSECTION OF PLACENTIA AVENUE AND 16TH STREET ,..-:'J 111 C0RP0RAlE DR., #210 ''\/ ( ffi Mi LADERA RANCH, CA 92694 ~ v.>--l;\. 'lv1c"-D6/09/15 PH: 949-542-7220 DESIGNED: DRA'M'I: RAM STAFF P_5235_S ELEV. = 106.829 FEET NAVO BB, 1995 ADJUSTMENT, YEAR LEVELED 2005 RICHARD A. MOORE, RCE 23971 DAlE FAX: 949-542-7230 CHECKED: DA TE: RAM DEC., 2D15 SHEET 3 OF 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5856(A) Plans Prepared by:NEWPORT BEACH SYNTHETIC FIELD TURF REPLACEMENT PROJECT BONITA CREEK PARK AS-BUILT C-1.2DETAIL SHEETRECORD DRAWINGS 3 0-------- ®------- / ----------- ----, 2 1------_ PLAN YIEH ----, 2 ,------- SC.ALE, 1/.2" = I' . EQUAL EQUAL . t- . I 4" R TO MIDDLE OF RAIL (TYPJ 111 I I I I I ® @ ® SEC. TION/ELEVATION SC.ALE, 1/.2" = I' 0 I CfflU? PLAN VIEV>l -SATE LOC.K 'A' SC.ALE,1-1/.2" = 1'-0" :t'l :t'l :t'l 20' CD 5" DIA. STD. P.G. SALVANIZED STEEL STATIONARY' POST, 5EE PL.AN. (3} ADJAGENT 5URFAGE. 5EE PLAN. @5" DIA. STD. P.G. SALVANIZED STEEL PIPE SLEEVED OVER 4" DIA. STD. P.G. STEEL PIPE J,,IITH GONGRETE FOOTINS. ~LD STEEL PLATE ON TOP OF 4" INTERIOR PIPE TO PROVIDE SMOOTH TOP 5URFAGE PRIOR TO SALVANIZINIS. HEAVILY' ISREA5E POST SLEEVE TO PROVIDE SMOOTH OPERATION. @2 1/2" DIA. STD. P.G. SALVANIZED STEEL HORIZONTAL MEMBERS J,,IITH SMOOTH RADIUS BENDS. ® POURED IN PLAGE GONGRETE FOOTINIS AND REINFORGEMENT @ FINISH ISRADE G) GOMPAGTED 5UBISRADE, PER ISEOTEGH REPORT, 5EE 5PEGIFIGATIONS @ 1/4" STEEL FLANISE J,,IITH I" DIAMETER HOLE TO REGEIVE GITY' AND FIRE DEPARTMENT APPROVED LOGK AND KEY', GONTRAGTOR. TOP PROVIDE. @ 1/4" X 6" X 6" STEEL PLATE SATE STOP, ~ED TO POST. @ PROVIDE (6) ZERK FITTINIS5 PER POST. @ ~) 113 TIES AT 2" O.G. . @ (4) "5 VERT. J,,IITH 115 TIES X □ AT 12" O.G. @ (t,) "5 VERT. J,,IITH 113 TIES XO AT 12" O.G. I I • ~ . l ~ . d! NOn;S, t,' .....___ f4') -~, // ./ ' I 1 - z l: :0 I ir, SATE LOC.K SEC.TION '6' SC.ALE,1-1/.2" = l'-0" 2% ,....- . ------0 b: I I ~ r-------:---(@) I 12 % N .,_ I I ® a . --~ . . @) . • . 2 Cl • UI "--0 {6) ALL EXP05ED PIPE MEMBERS TO BE 5GH.40 @ ALL J,,IELD5 TO BE GONTINIJOU5 AND ISROUND SMOOTH. C°I GONTRAGTOR TO PROVIDE 5GALED 5HOP Df'!.AJ,,IINIS5 OF SATE ~ AND STATIONERY' POST FOR REVIEH AND APPROVAL BY' GITY''5 AUTHORIZED REPRESENTATIVE PRIOR TO FABRIGATION. @ ALL STEEL MEMBERS SHALL BE METALIZED, PRIMED AND PAINTED PER 5PEGIFIGATION5. FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR DIMENSIONS AND ANY AND ALL ITEMS RELATED TO ARCHITECTURAL, PRECAST ITEMS AND OTHER DISCIPLINES. PIPE GA TE IBID AL TERNA TE NO. 21 Th-Record Draniga hOVII beai pr9pCr9d baud 1111 the i..t awnable .,formallan. Whle thlll hfamatlan I■ bllllawd ta be nll~ City af Nnf!arl Beach I■ not ~■11111 fer It■ 11DCL1racll, nor the lffDl1I or aml■■lari■ whldl may ar may not hawi b■en ~ lnla th-pf-. 10/21/15 08/13/15 NO. DATE: AS-BIULT REV'O FlELD HASH MARKS DESCRIPTION REVISIONS RAM BY APP'D CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG NOTE: HAAGE REFl.£CTS 81 x 24' GOAL WITH 2• NET. K .. p..-Go>I>, A c,~.,.,., OI C I. P Porn. 111,. ·.-;-11 :·a,:·-"'"'"'""" oc .. -,.-:,":11a·m Soccer Goal: MOliW-KD4-024--CD 8'-4" 3'-0" GOAL OPENING 4"0.D.x11G.". / STEEL ROUND TUBE, I,.., POlll'DrnCOATCDW IIT[ 314'' 0.D. X 5132" WALL ,,-K 112" LONG CABLE / LOOPSAT12"0.:::(•'-I \\ . ·. \\ Kl\0B FCR S AKC 1-'0GKlcl \ \ ,-RETRAC-ABLE 1 SCHEDJL.E4C \\\ fJOTE BOLT LOOP ADDS 1"TO THE TOTAL DEPTH AND ST/l.~.E P:JCKETS 01\ BACKBA'1.ADD1 3/8"TO THETOT/l.LDEPT--1 // ~ '><2'x11 GA STEEL TUBE\ \ 1" O.D. 13116" WALL\ ' /-P0\11.'DER COATED 1/JHITE \\ f ~ 1" LOr,:G BCLT L60P ( ,.---. / /:.-.-..._ \\ I //' ....._ \ i , "' \ \ I ,/ VCHllf~ALc'LlcCVC 1/-PIPEx2112 \ 1 (" ·, I l ' , i 0) ', ', ~ __ 1_ __ 1::_t":::IJ+?'""====:!Jt:::J;==,:°::====::::'.i',~"--7.1:aLj,2__1/0"TIIICKl:NDCAP _I_ <·-::/ "-.--·/ ~ ,- GROUtm _ _j :OURFACE ,....,_ ·1□" SEi,11-Pl!EUVATIC 10"' :OEr.11-PNEUMATIC _/ WHEEL WHEEL VIJITH 11'/HEEL LOCKING l••l[CI IANl:JM SICE \IIEWOF SOCCER GOAL Keeper Goals, A DIOISlon or D& P Pans, In<. s""""' Gnni: MRRV\i-Rr:l4-fP4-C:B 12400 Sil·;•r Spring Drivo, Butl•r, 'f\'lsco,sin C30J:' File: Cad Drawings Shar~d\Socc~rW"'heeled Coals'l,IS8\/,'-RD4-82-4-C 3 Dr.awing ~lot Tc s,,ala SHE=l 1:,.,.00,a,.,,,s,-;,, Dfr1e, B"'le·, W~eoa~n 5'0J7 "lle:Cae Jrow~g, ~h,red'.CocceWo'he< eel $oo s•.MMW-R04--024-GC '"'""'''" 10,ci,11>UJlta,.c,.,,,s, "'"" r,c~~'="========~------------mtoie'Joa"I'"'"''"'"" ln"o Speoificators 1 SOG-594-5126 12B2-781-78J•l I Fa,:262-781-9320 ~~~~~------------- i,Fo@ke~p"'!]oal,com c'°~'°~'~"~°'~°'~tior~s-~-~~--------3 ·,,, ... , •. ,..,p,.gook.com -,,te ,1?-C(p,71, NOTE: HAAGE REFl.£CTS FULL-SIZED 8' X 24' GOAL 2 SOCCER GOALS SCALE: 1 TRENCH DRAIN N.T.8. BASIS OF BEARINGS: BEARINGS ARE BASED ON lHE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS STATIONS "FVPK" TO "SACY" BEING N23'25'57.8"E. BENCHMARK: ORANGE COUNTY SURVEYORS BENCH MARK "CM-4-0-81" A 3 3/4" ALUM. BENCHMARK DISK SET IN lHE S.W. CORNER OF A 4.6 FOOT BY 12.0 FOOT CATCH BASIN LOCAlED IN THE N.W, CORNER OF THE INTERSECTION or PLACENTIA AVENUE ANO I61H STREET ELEV. = 106.829 FEET NAVO BB, 1995 ADJUSTMENT, YEAR LEVELED 2005 W'/ll".'.<eeper,;r;,als.com Dat~: 02-20-2014 Dcawn B·.,· CJB NOTE! IWAGE REFLECTS FULL-SIZED 81 X 24' GOAL IIIACOdrain INSTALLATION DRAWING ACO Polymer Products Inc. P.O. Boie 245 Chardon, OH 44024 PH: 440-285-7000 DRWGf 1260Date: 1.0-4.01 FG100: Load Class A-C: Concrete Finish FX: 440-285-8517 WWW.ACOUSA.COM e-mcl: sclesClaccusa.com SEENOTE4~ A EXPANSION JOINT TO ENGINEER'S DETAILS SEE NOTE 3 'l-1 K [). I> ~ <I ., A CONCRETE L SEE NOTE 2 ,.., ' • <.' ' ' c,) ~',,,~ ' ' <} BEDDING LA YER ' z . :::;; ''' ' . , . <l -~ C -• / <O /, / I " ., " A SOIL ;,. . " / 4"-6" MIN 4"-6" MIN NOTES: 1. It is necessary to ensure the minimum dimensions shown are suitable for the existing ground conditions. Engineering advice may be required. 2. Concrete shall be (City mix) C-560-C-3250. The concrete should be vibrated to eliminote air pockets. 3. Expansion and crack control joints ore recommended to protect the channel and the concrete surround. Engineering advice may be required. 4. The finished level of the concrete surround must be approx. 1/8" above the top of the channel edge. 5. Refer to ACO'S latest installation instructions for complete details. IIIACOdrain SPECIFICATION CLAUSE ACO Polymer Products Inc. P.O. 8011 245 Chardon, OH 44024 PH: 440-285-7000 DRWGf 1260Date: 1.04.01 FG1OO Trench Drain System FX: 44-0-285--B517 WWW.ACOUSA.COM a-mall: sol880ocouso.com The surface drainage system shall be Fiberglass FG100 channel system with steel frame as monufoctured by ACO Polymer Products, Inc., Chardon, Oh. Channels will be manufactured from polyester resin fiberglass with either pointed steel or galvanized steel frame. Frame shall be made of angle steel with welded steel concrete anchors and installation brackets. Frame shall have welded cross members incorporating either quicklock locking device or threaded bolt hole for grate lockdown. The system shall be 4 inches (100mm) nominal inside width with a 5.1 in. (130mm) overall width and o built-In slope of 0. 75%. All channels shall be interlocking with a male/female lap Joint. The complete drainage system shall be by ACO Polymer Products, Inc. Any deviation or partial system design and/or Improper instollatlon will void any and all warranties provided by ACO Polymer Products, Inc. Channel shall withstand loading to Load Class __ *(DIN 19 580). Grate type shall be appropriate to meet the system load class specified and intended appllcatron. Grates shall be secured to frame utilizing two bolts. Channel and grate shall be independently certified to meet the specified DIN 19580 load class. The fiberglass shall hove a compressive strength of 16,000 psi, tensile strength of 16,400 psi, flexural strength of 24,000 psi and the water absorption rate of nil. The fiberglass sh0II be resistant to prolonged salt exposure, repetitive frost cycles and chemically resitont to dilute acids and alkalis. The system shall be Installed In accordance with the manufacturer's Instructions and recommendations. •Fill in as required. mcE CONSULTANTS CIVIL ENGINEERING I.AND SURVEYIN!l r'J 111 CORPORAlE DR., #210 ''\/ (' ff, ~~, LADERA RANCH, CA 92694 \j v_,i.J,\. 111\c..,__ 06/09/15 PH: 949-542-7220 RICHARD A. MOORE, RCE 23971 OAlE FAX: 949-542-7230 REVIEVIED: IRIS LEE, RCE 65329 SENIOR CIVIL ENGINEER DESIGNED: DRA'M'I: RAM STAFF CHECKED: DA TE: RAM DEC., 2015 NOTES, CD RJRNISH AND PROVIDE ONE PAIR (2 TOTAL) HHEEL.ED (fl' H X 24' ),,I) 4" ROUND SOGGE!'!. ISOALS, J,,IITH GU5TOM BAGK DEPTH OF 1'6" HITH GASTER HHEEL. BAGK BAR B, rm EA dlOAl,5 MODEL # Mflf,J,ol-RD4-fl24GB. CONTAGT TODD HANSON AT (t,0O) 5"14-5126. RJRNISH, PROVIDE AND INSTALL ONE PAIR (TWO TOTAL) OF BRAID MESH 50GGER NETS (FOR fl' X 24' aSOAL) IN HHITE BY' IC Ct eollL5 "'IODEL. #NP5-60-fl24-4e>-BRPE. GONTAGT TODD HANSON AT (e,oo) 5"14-5126. RJRNISH AND PROVIDE ONE PAIR (2 TOTAL) tT'H X 21'1'() HHEEL.ED 4" ROUND SOGGE!'!. ISOALS HITH GASTER HHEEL. BAGK BAR BY' rm EA SCMI.& MODEL# Mt,t,H-RD4-121GB. GONTAGT TODD HANSON AT (e,oo) 5"14-5126. RJRNISH, PROVIDE AND INSTALL ONE PAIR (TWO TOTAL) OF BRAID MESH 50GGER NETS (FOR 1'H X 21' J,ol aSOAL) IN Y'ELLOJ,ol B, ICE&EA eQAL& "'IODEL. #NP5-40-121-"1-BRPE. GONTAGT TODD HANSON AT (e,oo) 5"14-5126. NOJE m CONJRACTOR: SPECIFY ACO TO MODIFY lHE GRATE TO USE A BOLT --_,, ATTAC/iMENT, EllHER BY lHE TOGGLE MElHOO OR STANDARD NUT/WASHEil. SCALE: N.T.8. P_5235_S SHEET 4 OF 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5856(A) Plans Prepared by:NEWPORT BEACH SYNTHETIC FIELD TURF REPLACEMENT PROJECT BONITA CREEK PARK AS-BUILT SCALE: KEY MAP N.T.S. C-2.1RECORD DRAWINGS .3 I I I I )5.2 35.5 X DA VLIGHT /LIMITill- DF GRADING. • .4 X38.5 X38.6 X 38.6 ) - 37.5 °{f n (J '-,..J , 0 37.1 (J '-,..J {fa X X X37.4 35.7 X 0 0 35.9 X X35.8 a;, ; 38. X • • '6 ~ X36.5 0 0 X34.5 34.49 FS - • • 0 35.8 X35.9 0 0 33.8 TheN ~ DNIWlngll have been prepared bONd on the beet ovaloble lnformatlan. \WIie tllla ~otfon la bellewd to be reliable, Cit)' of Newport Beach la not reaponllble f« ltl OCCl.ll'OC)', nor tt11 errors or amlulon1 which may« may not hove bHII lncorpoiated Into tll-plant. 0 ◊ CONC 35.7 X 0 0 35.7 0 X35.8 X.33.9 10/21/15 08/13/15 NO. DATE: X33.6 X33.8 35.3 {f ,,._.o...____ X33,4 X33.5 X33.9 X 33.7 • • AS-BIULT REV'D FIELD HASH MARKS DESCRIPTION REVISIONS ... 35.2 o X . X33.4 - RAM X31.8 . ><32.7 X32.5 BY APP'D X32.7 • • SEE X34.2 {f 0 G X 34.5 CONC X3 X31.6 X32.2 X 5 '><32.2 ' ' ,· :· ' - ' ' . . 0 X 31.3 ~31.5 • f-, ~/-.. ' <::,/ . . . A 102 • 29.77 X30. 7,,..., X 29. 9 '-./ ..... --- X31.5• --~ .x ~ X31.7 . ' . ' X29.8 X31.5 ><31.5 lYP 16)-----, X29.7 31.2 X31.2 . ' X31.2 ,. -HP 32.3 FL X29.3 _'lsplt ' 0 ' ' ' ' ' ' ' ' /29.5 ,' ~ X32.1 X32.8 - X32.6 • • . -~- ' ,'' ' \ / X.32.2 X32;4 ----•• . . - . 0 31.6 . • X31.7 . 32.85 FS ,95 FS 32.62 FS CONC X35.6 @x35.6:-------• .. ')(3!',_5-- s1-\EEl C-2 •2 CONSTRUCTION NOTES (D CONSTRUCT CONCRETE MOWCURB EDGE PER DETAIL 1, SHEET C-1.1 -CONDITION @AND@ @ CONSTRUCT 4" PVC (SDR 35) STORM DRAIN, BEDDING PER DETAIL 2. SHEET C-1.1 @ CONSTRUCT 6" PVC (SDR 35) STORM DRAIN, BEDDING PER DETAIL 2, SHEET C-1.1 © CONSTRUCT CATCH BASIN & GRATE PER DETAIL 4, SHEET C-1.1 @ CONSTRUCT J:..ONCRETE MOWCURB EDGE WITH TRENCH DRAIN PER DETAIL 1, SHEET C-1.1 - CONDITION (9 -AND DETAIL 1, SHEET C-1.2 @ RECONSTRUCT EXISTING CATCH BASIN AND ADJUST TO GRADE (2) CONNECT STORM DRAIN TO EXISTING CATCH BASIN @ REGRADE EXISTING INFIELD PER SPECIFICATIONS @ INSTALL SYNTHETIC TURF SUB BASE & SIJBDRAIN PER SHEETS C-6.1 TO C-7.1 AND SPECIFICATIONS @ INSTALL SYNTHETIC TURF BY OTHERS -AS PR0"1DED FOR BY a1Y @ PROTECT IN PLACE @ REMOVE EXISTING CATCH BASIN @ CONSTRUCT JUNCTION STRUCTURE (18" TO 24") PER CllY STD. 311-L @ CONSTRUCT 18" RCP (2000 D) WITH BEDDING PER DETAIL 2, SHEET C-1.1 @ CONSTRUCT CONNECTION ASSEMBLY PER CllY STD. 312-L @) CONNECT 4" PVC STORM DRAIN PIPE TO 6" PVC STORM DRAIN PIPE @) FURNISH AND PR0"1DE TWO SETS OF FOUR \11£1GHTED SOCCER CORNER FLAGS PER DETAIL 7, SHEET C-1.1 @ FURNISH AND INSTALL GOAL POST PER DETAIL 6, SHEET C-1.1 @) CONNECT 6" PVC STORM DRAIN PIPE TO 12" PVC STORM DRAIN PIPE @) CONSTRUCT CONCRETE MOWCURB WIDTH TRANSITION (L=5') @) CONSTRUCT CONCRETE EDGE DETAIL AT INFIELD ARC PER DETAIL 3, SHEET C-7.1 @ ADJUST TO GRADE (SOFTBALL FIELD EQUIPMENT) @ FURNISH AND PR0\'1DE FOUR SOCCER GOALS PER DETAIL 3. SHEET C-1.2 X28.6 Q X35.6 Q X35.6 Q X35. 28.1 X ·,-:~\ ' /, ' ,>{,\/ 1 ~28.6 ; ,; '• <,'\ 0 __ ,// 30.4 X31.5 x24.1 I I 30.4 I X I \ \ I I I I I I I I X30.6 j • SCALE: 1 "=20' 20 40 @) CONSTRUCT LODGE POLE FENCE PER DETAIL 5, SHEET C-1.1 IBID ALTERNATE NO. 11 @ CONSTRUCT PIPE GATE PER DETAIL 3, SHEET C-1.2 IBID ALTERNATE NO. 21 @ CONSTRUCT SIJBDRAIN PER DETAIL 1, SHEET C-2.2 @ CONNECT SUBDRAIN TO STORM DRAIN CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNlY SURVEYORS CONTINUOUS GPS STATIONS "FVPK" TO "SACY" BEING N23'25'57.8"E. BENCHMARK: ORANGE COUNlY SURVEYORS BENCH MARK "CM-4-0-81" A 3 3/4" ALUM. BENCHMARK DISK SET IN THE S.W. CORNER OF A 4.6 FOOT BY 12.0 FOOT CATCH BASIN LOCAlEO IN THE N.W. CORNER OF THE INTERSECTION or PLACENTIA AVENUE ANO 16TH STREET ELEV. = 106.829 FEET NAVO BB, 1995 ADJUSTMENT, YEAR LEVELED 2005 mcE CONSULTANTS CIVIL ENGINEERING LAND SURVEYIN!l ,..-::-1 111 CORPORAlE DR .• #210 ''\/ ( ffi Mi LADERA RANCH, CA 92694 ~ v.>---l.;\. 'lv1c"-06/09/15 PH: 949-542-7220 RICHARD A. MOORE, RCE 23971 DAlE FAX: 949-542-7230 X25.3 ~ \ 25.2 \ X I I \ 25 .. \ 25 I I I I I I I 25 I , I , I I I I I ,,. I ~ I -..i i I RE"1EVIED: SYN. TURF SYN. TURF SYN. TURF IRIS LEE, RCE 65329 SENIOR CIVIL ENGINEER DESIGNED: DRA'M'I: RAM STAFF CHECKED: DA TE: RAM DEC., 2015 12" 12" LEGEND . ' ' • VARIES -5' lYP. SECTION A-A NOT TO SCALE SECTION B-B NOT TO SCALE 5' & VARIES VARIES --- SECTION C-C NOT TO SCALE FIELDTURF (2-1/4" THICK) FIELDTURF (2-1/2" THICK) INFIELD MATERIAL / EXIST. SLOPE / / / !i: I " - ~I I ---"!-- PRECISE GRADING PLAN / EXIST. SLOPE EXIST. SLOPE -. P_5235_S SHEET 5 OF 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5856(A) Plans Prepared by:NEWPORT BEACH SYNTHETIC FIELD TURF REPLACEMENT PROJECT BONITA CREEK PARK AS-BUILT SCALE: KEY MAP N.T.S. C-2.2 SCALE: SNOW FENCE ALIGNMENT RECORD DRAWINGS • • .~, I I I I I I I I: I 36 I I I © 15.8 I I I I X 3 X35.9 I I I I I I I I I I I X I I I \ X3~. I I I I , __ ] 2 TG 4tJ2 INV I I I I I I X 5.~ I r-)> i (") I I X I I I I I I I I < -0 ¥2 I X 'i' .., I I I I I \ \ \ \ \ \ \ \ \ )> X35.7 35.7 X X 36.1 I I I I I I I I I \ \ \ \ \ \ \ \ \ \ 35.6 I \ - I \ \ \ \ I I 35.4 \ X \ 34.9 .• - ··:~/' - /'k-H,•ii/1 --- X -- -- I I 5.8 I X I I I I I I X 5.4\ I I 1 35.2 - - I ' I - - -. • - • I ..:. I -• - . -· .&)J:;_ ~-~>2• ... ~;...c~~----::.---~----~. " . • -. -- . .., -. • /·---"\·-;•,,, • 1-, -\ • •• \ ',. __ \-···· - \------ .... ' .... ·- 10LT. STD. 35.10 FS G 34.57 INV DA YUGHT /LIMITS OF GRADING • • ,._ .J..J. 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V) ,, I 32.6 X 32.9 X // I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------X33.8 ---------------------------------------------------✓ X32.6 -----0 ------0 0 ------X33.3 X32.9 ----X34.3 ---------X33.5 X33.9 33.6 33.9 34.1 33.2 ----------33.a__-------------------- X34.4 .,.,------1 NOTE ,. 11---"' - I .- .. ., -. .. .. I - - -I - PROVIDE SNOW FENCE PER SPECIFICATIONS AT DRIP UNE OF EXISTING PINE TREES />S INDICATED. CONTRACTOR TO PROVIDE CHALi( UNES ON GRADE TO INDICATE PROPOSED SNOW FENCE AUGNMENT FOR REVIEW AND APPROVAL BY CllY PRIOR TO INSTAUATION. n-Re:orcl Drcrwlnge hG1/II .,.... prepcir9d bGl9d on the beat IMllable Information. Whle thll Information Is bellevecl to bl relklble, Ctty of Newport Beodl Is not reeponltile fell' It. ac:curoc:y, nc,r the emirs or on,llllone whldl m111y or m111y not hlMI been Incorporated Into theN plGnS. 10/21/15 AS-BIULT 08/13/15 REV'D FlELD HASH MARKS RAM NO. DATE: DESCRIPTION BY APP'D REVISIONS 0 8D' 160' SCALE: 7"=80' CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 33.4 33.1 ASPH X32.5 ----------------------------------- CONSTRUCTION NOTES (D CONSTRUCT CONCRETE MOWCURB EDGE PER DETAIL 1, SHEET C-1.1 -CONDITION @AND@ @ CONSTRUCT 4" PVC {SOR 35) STORM DRAIN. BEDDING PER DETAIL 2, SHEET C-1.1 @ CONSTRUCT 6" PVC (SOR 35) STORM DRAIN. BEDDING PER DETAIL 2, SHEET C-1.1 @ CONSTRUCT CATCH BASIN & GRATE PER DETAIL 4. SHEET C-1.1 @ CONSTRUCT _.C.ONCRETE MOWCURB EDGE WITH TRENCH DRAIN PER DETAIL 1, SHEET C-1.1 - CONDITION ~ -AND DETAIL 1, SHEET C-1.2 @ RECONSTRUCT EXISTING CATCH BASIN AND ADJUST TO GRADE {Z) CONNECT STORM DRAIN TO EXISTING CATCH BASIN @ REGRADE EXISTING INFlELD PER SPECIFICATIONS @ INSTALL SYNTHETIC TURF SUB BASE & SUBDRAIN PER SHEETS C-6.1 TO C-7.1 AND SPECIFICATIONS @ INSTALL SYNTHETIC TURF BY OTHERS -AS PROVIDED FOR BY aTY @ PROTECT IN PLACE @ REMOVE EXISTING CATCH BASIN @ CONSTRUCT JUNCTION STRUCTURE (18" TO 24") PER CITY SID. 311-L @ CONSTRUCT 18" RCP (2000 D) WITH BEDDING PER DETAIL 2. SHEET C-1.1 @ CONSTRUCT CONNECTION ASSEMBLY PER CITY STO. 312-L @) CONNECT 4" PVC STORM DRAIN PIPE TO 6" PVC STORM DRAIN PIPE X32.8 -- @) FURNISH AND PROVIDE TWO SETS OF FOUR \'1£1GHTED SOCCER CORNER FLAGS PER DETAIL 7, SHEET C-1.1 @ FURNISH AND INSTALL GOAL POST PER DETAIL 6, SHEET C-1.1 @) CONNECT 6" PVC STORM DRAIN PIPE TO 12" PVC STORM DRAIN PIPE @ CONSTRUCT CONCRETE MOWCURB WIDTH TRANSITION (L=5') @) CONSTRUCT CONCRETE EDGE DETAIL AT INFIELD ARC PER DETAIL 3. SHEET C-7.1 @ ADJUST TO GRADE {SOFTBALL FIELD EQUIPMENT) X32.6 X32.5 0 0 © X32.5 0 © ASPH 31. x31.B '--....,, X31.8 ~/// ....... _ -------- SCALE: 1"=20' 0 20 40 @ FURNISH AND PROVIDE FOUR SOCCER GOALS PER DETAIL 3, SHEET C-1.2 @ CONSTRUCT LODGE POLE FENCE PER DETAIL 5. SHEET C-1.1 (SID ALTERNATE NO. 11 @ CONSTRUCT PIPE GATE PER DETAIL 3, SHEET C-1.2 (Bl> ALTERNATE NO. 2( @) CONSTRUCT SUBDRAIN PER DETAIL 1, SHEET C-2.2 @ CONNECT SUBDRAIN TO STORM DRAIN BASIS OF BEARINGS: BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS STATIONS "FVPK" TO "SACY" BEING N23"25'57.8"E. BENCHMARK: ORANGE COUNTY SURVEYORS BENCH MARK "CM-4-0-81" A 3 3/4" ALUM. BENCHMARK DISK SET IN THE S.W. CORNER OF A 4.6 FOOT BY 12.0 FOOT CATCH BASIN LOCAlEO IN THE N.W. CORNER OF THE INTERSECTION OF PLACENTIA AVENUE AND 16TH STREET ELEV. = 106.829 FEET NAVO BB, 1995 ADJUSTMENT, YEAR LEVELED 2005 mcE CONSULTANTS CIVIL ENGINEERING LAND SURVEY1N!l ,..-::-1 111 CORPORAlE DR .• #210 1 '\ / (' ff, ~ii! LADERA RANCH, CA 92694 \j v_,i.J,\. '1 1\C-"-D6/09/15 PH: 949-542-7220 RICHARD A. MOORE, RCE 23971 DAlE FAX: 949-542-7230 SEE CHEE! C-6.2 FOR RE-ROUTE OF ELECTRICAL CONDUITS BETWEEN MUSCO POLES. REVIEVIED: IRIS LEE, RCE 65329 SENIOR CIVIL ENGINEER DESIGNED: DRAWl'I: RAM STAFF CHECKED: DA TE: RAM DEC., 2015 LEGEND ~~··~1 FIELDTURF (2-1/4" THICK) FIELDTURF (2-1/2" THICK) INFIELD MATERIAL EET C- ·--"!-- PRECISE GRADING PLAN \ P_5235_S SHEET 6 OF 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5856(A) Plans Prepared by:NEWPORT BEACH SYNTHETIC FIELD TURF REPLACEMENT PROJECT BONITA CREEK PARK AS-BUILT C-3.1DEMOLITION PLAN RECORD DRAWINGS EXISTING SUBDRAINS REW.IN IN PLACE AND REMAIN CONNECTED TO EXISTING SYSTEM OR CONNECTED TO NEW PERFORATED PERIMETER DRAIN. • 0 I "' • <0 ' ' " +\ 1, "'', ·, ' '' '' \ \ '' " ' '' '' '' \' \ \ '' ' I' \ \ \ \ \ \ \ \ \ \ \ \ LI TS OF DEMOLITION ' I' I' " I', I' I', I I', I' \ i 'i I\ \ \ \' \' ,•, ,·, \ \ ',, ,, \' ,·, \' \' " '1 ·,, " ' '' ' " " " " " ' " " " " I '1\ \ ·, ,, ,, " OLI 'I I I I' I I I I \ I \ I 011 1 ' ' ' ' i', \ I I I ', I ', I i I 'I ', I '' \ I \ I \ \ '\ \ '\ \\ \' '\ ,_ \ '\ '' ' '' " ' ' '' ' '. \ " " ' ' ' ' ' ' \ \ \ \ ~-I fri_ SUBDRAIN FABRIC FILTER w 18' SURFACE MATERIAL (SANDY LOAM) ATHLETIC FIELDS ONLY SEE LANDSCAPE PLANTING SPECIFICATIONS DRAIN LINES O 40' O.C. MAX. 0 2' -o• DEPTH ENCASED IN 3/8" PEA GRAVEL & FABRIC FILTER EXISTING SUBDRAIN DETAIL SCALE: N.T,S. • 0 0 y 4 ,/1 • I • C " -"' l; .\' 2 '~ ' / y / / / / IJ1I ~> ------Q ' - I 10/21/15 08/13/15 NO. DATE: / / ' / / / / / / / / / Q /~ / ~ / AS-BIULT / / / REV'O FIELD HASH MARKS DESCRIPTION REVISIONS / / / / / RAM BY - ---- APP'D / / / LA SALUD A 102 .,,,_n / / / / CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ASPH ------- 0 "°"c / / / I ,/ ,' ' Q liz]iYP -- BASIS OF BEARINGS: Q Q 2 Q Q Q \ \\ Q Q \ Q C ~ ~ Ii I i ~ ,. { I I :r ------- IMll!l: OF :DEMOUTI 1------------ . i::. ,.-- BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS STATIONS "FVPK" TO "SACY" BEING N23'25'57.8"E. BENCHMARK: ORANGE COUNTY SURVEYORS BENCH MARK "CM-40-81" A 3 3/4" ALUM. BENCHMARK DISK SET IN THE S.W. CORNER OF A 4.6 FOOT BY 12.0 FOOT CATCH BASIN LOCATED IN THE N,W, CORNER OF THE INTERSECTION OF PLACENTIA AVENUE ANO 16TH STREET ELEV, = 106.829 FEET NAVO BB, 1995 ADJUSTMENT, YEAR LEVELED 2005 ' ' ' ' ' ' ' ' ' ' \ ' ' ' ' \ \ _______ ~ ' ' ' ' ' I I I I I ' ' \ \ \ \ \ '' '' , I I I ' ' ' 0 SCAILE: 1"=30' 30 60 mcE CONSULTANTS PROTECTION OF TREES CONTRACTOR SHALL PROVIDE A SNOW FENCE (ECONOMY BARRIER FENCING, BEN MEADOWS, OR EQUAL) SECURED WITH A 6-FOOT HIGH, 2-INCH DIAMETER LODGE POLE WITH STAKES AT 6-FEET O.C. SNOW FENCE SHALL BE PROVIDED BENEATH DRIP LINE OF AUL ADJACENT PINE TREES. REFER TO SNOW FENCE ALIGNMENT, SHEET C-2.2. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF THE UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEAIRCH OF THE AVAILAIBLE RECORDS. THE PLACEMENT OF THE LINES AND VERTICAL CALLOUTS MAY DIFFER FROM ACTUAL CONDmONS DUE TO INCONSISTENCIES IN THE RECORD DRAWINGS VERTICAL AND HORIZONTAL INFORMATION RELATIVE THE THE EXISTING TOPOGRAPHY SHOWN HEREON. THE CONTRACTOR SHOULD TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. NOTE TO CONTRACTOR: ALL UTILmES SHOULD BE SHUT OFF AND CAPPED PER CITY REQUIREMENTS. CONTRACTOR SHAUL COORDINATE WITH THE CITY PRIOR TO COMMENCEMENT OF WORK. DEMOLITION NOTES PROTECT EXISTING LIGHT & POLE IN PLACE p T G ~ EXISTING SUBDRAIN RBIAIN -SEE DETAIL THIS SHEET (FROM ORIG. PLANS) R IN O OF S [fil REMOVE/RELOCATE METAIL BLEACHERS PER CITY DIRECTION (ID REMOVE EXISTING VEGETATION & DISPOSE -SEE SPECIFICATIONS (I] PLUG END OF EXISTING SUBDRAIN AT CONNECTION (ID PROTECT EXISTING STORM DRAIN IN PLACE (ID PROTECT INFIELD IN PLACE -SEE SPECIFICATIONS Ii]] PROTECT C/L FENCE OR HANDRAIL IN PLACE [TI] PROTECT CONCRETE WAILK IN PLACE IJ1I REMOVE EXISTING TREE ~ PROTECT EXISTING STORM DRAIN INLET IN PLACE IJ1] REMOVE/RELOCATE EQUIPMENT BOX PER CITY DIRECTION Ii]] REMOVE/RELOCATE SOCCER GOAL Ii]] REMOVE EXISTING IRRIGATION -SEE IRRIGATION PLAN liz] PROTECT EXISTING TREE IN PLACE LEGEND ----PROPERTY LINE ------LIMITS OF DEMOLITION SEW ow so MH C&G T FF LT SEWER DOMESTIC WATER STORM DRAIN MANHOLE CURB & GUTTER TRANSFORMER FLUSH FLOOR LIGHT POLE REVIEWED: CIVIL ENGINEERING LAND SURVEYIN!l IRIS LEE, RCE 65329 SENIOR CIVIL ENGINEER n,-Reoon1 Druwlngs hove bNf1 prepcred boNd on th11 beat owuloble lnformoUon. Whle th!■ lnformcrtlon .. belleved to be nlllobla, City of N11wport Beooh Ill not reapomllble for Its occ111·ac): nor 1M wren or cm1•kln■ llhlctl moy or may not 11-bNl'I lncorporcited Into th-pklnL r'_-J 111 CORPORATE DR., #210 1 °\ 1 ( /fj M! LADERA RANCH, CA 92694 ~ v->---l.;\, 'lv1c"-06/09/15 PH: 949-542-7220 DESIGNED: DRA'M'I: RAM STAFF RICHARD A. MOORE, RCE 23971 DATE FAX: 949-542-7230 CHECKED: DA TE: RAM DEC., 2015 P_5235_S SHEET 7 OF 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5856(A) Plans Prepared by:NEWPORT BEACH SYNTHETIC FIELD TURF REPLACEMENT PROJECT BONITA CREEK PARK AS-BUILT C-4.1EROSION CONTROL PLAN/NOTES RECORD DRAWINGS CONSTRUCTION ' ' " +\ 1, "'', ·, ' '' '' \ \ '' " ' '' '' '' I' I I I I I I I I I I I I I 'I I I I I I' I 1', ,·, I I ',, ,, I' ,·, I' I' " '1 ·,, " ' '' ' " " " " " ' " " " STORMWATER MITIGATION ~su:IES (BMPs) I I ' I I"" '> I '< ,_ ',O ', > ' I I I I I I I I I I I I ' ' I I ' ' ' ' ' ' ' 'I I I I' I I I I I I I I I I 'I I I I' I I I I ', I ', I I I 'I ', I '' I I I I I I 'I I 'I I I I' 'I 'I 'I '' ' '' " ' ' '' ' '. \ " " ' ' ' ' ' ~ THE FOLLOIMNG BMP'S AS OUllJNED IN, BUT NOT LIMITED TO, THE BEST MANAGEMENT PRACTICE HANDBOOK. CALIFORNIA STORMWATER QUALITY TASK FORCE. SACRAMENTO. CALIFORNIA 2009, OR THE LATEST RE~SED EDITION, APPLY DURING THE CONSTRUCTION OF THIS PROJECT. (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY CITY OF SAN JUAN CAPISTRANO INSPECTORS) NS-1 NS-2 NS-3 NS-7 WM-1 WM-2 WM-3 WM-4 WM-5 WM-6 WM-7 WM-8 WM-9 NS-8 NS-9 NS-10 WATER CONSERVATION PRACTICES • DEWATERING OPERATIONS ' PA~NG OPERATIONS • POTABUE WATER/IRRIGATION • MATERIAL DELIVERY AND STORAGE ' MATERIAL USE ' STOCKPILE MANAGEMENT * SPILL PREVENTION AND CONTROL • SOLID WASTE MANAGEMENT * HAZARDOUS WASTE MANAGEMENT • CONTAMINATED SOIL MANAGEMENT ' CONCRETE WASTE MANAGEMENT ' SANITARY /SEPTIC WASTE MANAGEMENT ' VEHICLE AND EQUIPMENT CUEANING • VEHICLE AND EQUIPMENT FUELING • VEHICUE AND EQUIPMENT MAINTENANCE • NOTE: WE-1 TC-1 TC-2 SE-1 SE-3 SE-4 SE-7 SE-8 SE-9 SE-10 EC-2 IMND EROSION CONTROL STABILIZED CONSTRUCTION ENTRANCE • CONSTRUCTION ROAD STABILIZATION SILT FENCE SEDIMENT TRAP CHECK DAMS STREET SWEEPING AND VACUUMING GRAVEL BAG BARRIER STRAW BALE BARRIERS STORM DRAIN INLET PROTECTION PRESERVATION OF EXISTING VEGETATION • LOCATIONS TO BE DETERMINED BY CONTRACTOR 0 91 J.,. 10/21/15 08/13/15 NO. DATE ..L-. ..L- ----- A 102 .,,,_n 91 /z /~ "°"c ~ 0 ~ I ,/ ,' ' ~ ~ ~ ~ ~ ~ ~ /~ e • n '-~/~-~® .... ""'~~--_..,._ __ --=--::--===--~---~ ~iii)_ ~~= -\ ~ ..L- ..L- ' 1--······· • ~ I /------·----- l!Q1E;_ ' CONTRACTOR SHALL COMPLY IMTH THE APPROVED STORM WATER POLLUTION PREVENTION PLAN AND SHALL MAINTAIN A COPY ON-SITE AT ALL TIMES. ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' \ I I I I I I I I ' ' ' ' ' ' ' ' ' I ' I ' I I l1 ~ I I i :l I I I I I; I I, I' I I: I I I I I I I I ' ,------1 I I > ~ ~ i"-----1 t------·1 i I I I \ ....... ~ ' ' I ' I STAGING Iii.EA TO BE DEIERMINED BY CONJR.ICTOR (WM-1, 3, 4, 5, 6, 8 & 9 NS-1, 6, 8, 9 o!o 10) TIRE WASH Iii.EA CONJR.ICTOR TO DEIERMINE LOCATION IN THE FIELD NPDES NOlES 1. IN THE CASE OF EMERGENCY, CALL ____ _ TBD AT WORK PHONE # ___ -1J!ll,_ ____ OR HOME PHONE # TBD 2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE. 3. STOCKPIUES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRANAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TACKING, OR WIND. 4. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS. 6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OR THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 7. AT THE END OF EACH DAY OF CONSTRUCTION ACTI~ ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTIED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS. 8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORMWATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A ~OLATION OF ANY WATER QLIAUTY STANDARD: CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302. 9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, WBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRill WASH WATER; CONCRETE, DillRGENT OR FLOATAIBLE WASTES: WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING AND SUPERCHLORINATED POTAIBLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY SEPAIRATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDAINCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 10. OEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS ~ SURFACE EROSION IS PROHIBITED. DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. 11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTIED TOWARD DESILTING FACILITIES. 12. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 13. THE PERMlfilE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDAINCE WITH THE APPROVED PLANS. 14. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, UESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED. 15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 16. ALL REMOVAIBLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 17. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND STOCKPIUES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRANAGE FACILITIES OR ADJACENT PROPERTIES ~A RUNOFF, VEHICLE TRACKING, OR WIND. 18. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF. EROSION CONTROL NOlES: 1. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RANY SEASON. 2. 3. 4. 5. 6. 7. 8. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES IMHEN RAIN IS IMMINENT. DEVICES SHALL NOT BE MOVED OR MODIFIED IMTHOUT THE APPROVAL OF THE CITY INSPECTOR. ALL REMOVABLE PROTECTIVE D™CES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE-DAY RAN PROBABILITY FORECAST EXCEEDS 40 PERCENT. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERM AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RANSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FILL SLOPES AT THE CONSTRUCTION AREA PERIMillR MUST ORAN AWAY FROM THE TOP OF THE SLOPE AT THE CONCWSION OF EACH WORKING DAY. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY D™CES EXCEEDS TWO FEET. DURING GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRANAGE CONTROL SHALL BE PRO~DED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. ALL EXISTING DRANAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRANAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING CONSTRUCTION. SANDBAGS (GRAVEL BAG)= 1. GENERAL: SANDBAG SHALL INCLUDE PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT TO FAIBRICATE AND INSTALL SANDBAGS AS REQUIRED TO FACILITATE THE CONTROL OF EROSION. 2. LOCATION: SANDBAGS SHALL BE PLACED PER PLAN, AND IN LOCATIONS SPECIFIED BY THE ENGINEER, AND IN LOCATIONS DEEMED NECESSARY BY THE CONTRACTOR. 3. FABRICATION: SANDBAGS SHALL BE FABRICATED USING FACTORY SEWN OR SEALED BAGS OF WOVEN POLYPROPYLENE, TREATED TO RESIST DEGRADATION BY ULTRAVIOUET LIGHT AND HAVING SUFFICIENT RESISTANCE TO TEARING TO ALLOW RELOCATION OF BAGS IMTHIN SIX MONTHS OF INITIAL PLACEMENT WITH A LOSS OF NOT MORE THAN FIVE PERCENT OF THE BAGS. ---. -------- -------I THE BAGS SHALL BE FILLED WITH SUBROUNDED TO ROUNDED GRAVEL UESS THAN 3/ 4-INCH IN DIAMETER, WITH UESS THAN FIVE PERCENT OF MATERIAL PASSING A NO. 30 SIEVE. THE FILLED BAGS SHALL HAVE THE OPEN ENDS SECURELY FASTENED PRIOR TO DELIVERY TO THE SITE. AS-BIULT REV'D FIELD HASH MARKS RAM DESCRIPTION BY REVISIONS ---- APP'D CONSTRUCTION NOTES EROSION CONSTRUCTION NOTES CONSTRUCT GRAVEL BAGS PER DETAIL IN SE-8 CONSTRUCT GRAVEL BAGS AROUND DRAINS PER DETAIL IN SE-10 CONSTRUCT TEMPORARY GRAVEL ENTRANCE PER DETAIL IN TC-1 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ASPH ----------- LEGEND I I ' '' '' , I I I SCAUE: 1"=30' 0 30 60 4. INSTALLATION: SANDBAGS SHALL BE INSTALLED IN A SIDE BY SIDE MANNER TO ENTRAP SILT AND MUD, AND TO DIVERT THE FLOW OF WATER. NOTWITHSTANDING THE OTHER REQUIREMENTS OF THIS SPECIFICATION, FAILURE OF THE BAGS TO PERFORM THIS FUNCTION SHALL BE REASON TO REJECT THEIR INSTALLATION. SANDBAGS SHALL BE INSTALLED WITH THE WIDEST FACE AGAINST THE GROUND SURFACE OR THE UNDERLYING COURSE OF BAGS, AND PRESSED IN PLACE TO CONFORM TO THE UNDERLYING SURFACE. THE BAGS SHALL BE PLACED WITH THE TIED ENDS IN THE "UPHILL" OR "UPSTREAM" DIRECTION, BEGINNING AT THE LOWEST OR MOST DOWNSTREAM BAG, TIED ENDS WILL BE TUCKED UNDER BAG. SUBSEQUENT BAGS WITHIN ONE COURSE OF BAGS SHALL BE PLACED SO AS TO REST UPON THE TIED END OF THE PR™OUSLY PLACED BAG, WITH NOT UESS THAN 10 PERCENT OF THE BAG IN CONTACT WITH THE PR™OUS BAG, AND NOT MORE THAN 20 PERCENT IN CONTACT. SUBSEQUENT COURSES OF BAGS SHALL BE PLACED AS DESCRIBED PREVIOUSLY, WITH THE MID-POINT OF THE BAGS STRADDLING THE JOINTS OF BAGS IN THE UNDERLYING ROW. CONSTRUCTION OF A SANDBAG BERM PERPENDICULAR TO THE DIRECTION OF FLOW SHALL INCORPORATE BAGS PLACED IN A "PYRAMID" CONFIGURATION, WITH ALL INDMDUAL BAGS ORIENTED PERPENDICULAR TO THE DIRECTION OF FLOW. THE BERM SHALL BE CONSTRUCTIED WITH A SPECIFIED NUMBER OF ROWS AT THE BOTTOM (IN CONTACT WITH THE GROUND), WITH SUCCESSIVELY FEWER ROWS IN EACH OVERLYING COURSE. THE UPSTREAM AND DOWNSTREAM FACES OF THE BERM SHALL BE NO STEEPER THAN 1 1 /2 FEET HORIZONTAL TO 1 VERTICAL. DAMAGE WHICH COULD REASONABLY BE PREVENTED BY PROPER SANDBAG INSTALLATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY. Th-Rac:ard Drawings hava b-. pn,pared bllNd an th■ bat avalabl■ lnfarmatlcn. Ylh .. thla lnfarmatlan la ballewd to b• r.irm:N,, City of Nnpcrt a.ach Is not rNpCll'l.rbl• far It• occuroc:y, nor th• arra11 or amllllllcm• which may or may not hava b... lncarporated Into th-plan& BASIS OF BEARINGS: BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS STATIONS "FVPK" TO "SACY" BEING N23'25'57.8"E. BENCHMARK: ORANGE COUNTY SURVEYORS BENCH MARK "CM-40-81" A 3 3/4" ALUM. BENCHMARK DISK SET IN THE S.W. CORNER OF A 4.6 FOOT BY 12.0 FOOT CATCH BASIN LOCATED IN THE N.W. CORNER OF THE INTERSECTION or PLACENTIA AVENUE AND 16TH STREET ELEV. = 106.829 FEET NAVO BB, 1995 ADJUSTMENT, YEAR LEVELED 2005 mcE CONSULTANTS CIVIL ENGINEERING LAND SURVEYIN!l ,..-::-1 111 CORPORATE DR., #210 ''\/ ( ffi Mi LADERA RANCH, CA 92694 ~ v->--l.;\. 'lv1c"-06/09/15 PH: 949-542-7220 RICHARD A. MOORE, RCE 23971 DATE FAX: 949-542-7230 RE~EWED: IRIS LEE, RCE 65329 SENIOR CML ENGINEER DESIGNED: DRAIM'I: RAM STAFF CHECKED: DA TE: RAM DEC., 2015 P_5235_S SHEET 8 OF 18 206 207 208 209 210 211 220 221 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5856(A) Plans Prepared by:NEWPORT BEACH SYNTHETIC FIELD TURF REPLACEMENT PROJECT BONITA CREEK PARK AS-BUILT C-5.1HORIZONTAL CONTROL PLAN SCALE: SOFTBALL INFIELD ENLARGEMENT RECORD DRAWINGS ' I ' ' " " ' '' '' '' I' 'I \ I I' I '1 I I I' I I I I I' I' I', I' I' I' '1 ', I' I' I I I 1 I 1 I' I' " I' I 1 I ' I', 1', I I I' I' 'I I I I' '' ' " " '' ' I \ \ ' ' ' ' ' ' ' ' ' ' \ \ I ', I ! I I I I I 'I I I I' I I I I I I I I I I 'I 'I " I I I I I I I ' Q I I I I\ I Q '1 I I I I I • 8.00' Q 1, I I I I I Q I I 111-Record Drawings how been prepared baled on tile beet owllllble ~otfon, WIiie thll lnformotlan II bllleYed to be rllloble, City of Newport Beocb ii not re■ponlllble for ltl 0CCUN1cy, nor the emn or omilllonl wtlk:h moy or moy not hll111t been lnc«poloted Into th-plona. • 0 • • Q C ¢0 :¢ C) Q • • C • ' I • I I I • CONC • ---~ • • -._,>c~\, :~~·:::;~ . ~~s,,lj .J . . ., . ff) ,,,.,.,,,, ,;-.~ / ~:'° sr...iND -----1.> n "'" -------,,,.,,,,,, • • CONC ~! ,;~ ....... ~~.£-----, , •. ~/ I ·2:,t /1 •• ···•..................... \ • ' ,,r. ......_, • (I /! 1/ ! ! ,., I I I ' I I I I ' ' ' ' I I ' ' ' ' Q ! / _/t i,.""'~~ ' / , ! ,- Q 2182658.1238 E 6070648.9248 ,..L- .le ! "' =i :c '!!. g ~- r:'.18· 0 2 2i\ l ..L- - ,- .le ';l ~ "' ~ l ij 0 r:'.\ o. 0 _, C 2i\ -0 i ..L- --- ,- , 350.00' SitHHETIC WRF -\/ERIFI' '/1\'lll LA SALUD A 102 29.77 ..L- y/ N 218Z783.771J E 6070887.9075 \ N 2182797.2781 E l5070892.1051 ') ,- CONC Q Q Q ' L . . ' -__ .,, ' I I I I ..L- Q I I '1 I I I \ I Q Q Q Q Q Q Q Q I Q ' I ' ' I I ------------ 1 .......... .. ·----------- _/ i n ----------- ~ .1··· .. -· ... ij .u - ' ' ' ' I I 'I I I I 'I I ------- 10/21/15 AS-BIULT 08/13/15 REVD FIELD HASH MARKS NO. DATE DESCRIPTION REVISIONS RAM BY APP'D CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ASPH BASIS OF BEARINGS: BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS STATIONS "FVPK" TO "SACY" BEING N23"25'57.B"E. BENCHMARK: ORANGE COUNTY SURVEYORS BENCH MARK "CM-40-81" A 3 3/4" ALUM. BENCHMARK OISK SET IN lHE S.W. CORNER OF A 4.6 FOOT BY 12.0 FOOT CATCH BASIN LOCATE□ IN lHE N.W. CORNER OF lHE INTERSECTION OF PLACENTIA A VENUE AND 161H STREET ELEV. = 1D6.829 FEET NAVO 88, 1995 ADJJSlMENT, YEAR LEVELED 2005 ' ' ' ' ' ' I' I' \ I I I I I / I I I, ' I I I I I I I I ' I I I, I I I I' Ii I I I I I I I I I I' I I I I! I: 1 i I I ' ' ' > I I I I ( ...... 1 I' I I I ' ' ' I ' I I I I I I I 0 \ 'J /! ~- 1 0 ! ' / SCALE: 1 "-30' 30 60 mce CONSULTANTS 6'o· 20' SCALE: 1"-20' NOTE JO CONTRACTOR: A DIGITAL FILE OF THE PROPOSED IMPROVEMENTS CAN BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION TO ASSIST THE SURVEYOR IN THE LAYOUT. COORDINATE POINT LIST PIS FI L NIJUHING 206 21B2625, 1B74 207 21B2674,6646 20B 21B2496,3727 209 21B2446,B955 210 21B2560, 7B04 211 21B2959,9377 GOAL POSTS 220 221 21B25B6.61B2 21B2534.9419 BENCHMARK EASTING 6070577. 4454 6070934.0292 607095B, 7679 6070602, 1B41 607076B, 1091 6070663.5603 6070954. 3226 60705B1. 8907 0 40' ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "CM-40-81", A 3 3/4" ALUMINUM BENCHMARK DISK SET IN THE SOUTHWEST CORNER OF A 4.6 FOOT BY 12.0 FOOT CATCH BASIN LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION OF PLACENTIA AVENUE AND 16TH STRffi ELEV. -106.829 FEET (NAVD 88, 1995 ADJUSTMENT, YEAR UEVELED 2005) BASIS OF BEARINGS BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS STATIONS "FVPK" TO "SAr::(' BEING N23'25'57.8"E. NOTE: COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAO, (2007.00 EPOCH). CIVIL ENGINEERING LAND SURVEYING REv1EWED: IRIS LEE, RCE 65329 SENIOR aviL ENGINEER ~) 111 CORPORATE DR., #210 \\ (' ~ \\A I LADERA RANCH, CA 92694 \,\ v-\.(.~_.,\, '11'<::<~06/09/15 PH: 949~542~7220 DESIGNED: DRAWN: RAM STAFF RICHARD A. ~OORE, RCE 23971 DATE FAX: 949-542-7230 CHECKED: DA TE: RAM DEC., 2015 P_5235_S SHEET 9 OF 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5856(A) Plans Prepared by:NEWPORT BEACH SYNTHETIC FIELD TURF REPLACEMENT PROJECT BONITA CREEK PARK AS-BUILT SCALE: KEY MAP N.T.S. LEGEND PERIMETER CURBING W/NAILER PER DETAIL 6, SHEET C-7.1 AND DETAIL 1, SHEET C-1.1 CONCRETE PERIMETER CURBING WITH NAILER AT INFIELD ARC PER DETAIL 3, SHEET C-7.1 PROPOSED PERFORATED HDPE PIPING SIZED PER PLAN 352326('3(5)25$7('81'(5'5$,1 DRAINAGE NOTES: NYLOPLAST BASIN #2 TOP OF STONE: 31.96 8" INV IN (NW): 26.67 8" INV IN (SE): 26.67 12" INV OUT (NE): 26.57 /)62/,'+'3(3,3( @ 0.5%. TIE INTO EXISTING STRUCTURE AT INV ELEV 26.50 /)3(5)25$7('+'3(3,3( @ 1.0% 30 ' c - c ( T Y P ) (1'&$3 7<3 INLINE DRAIN #1 RIM ELEV: TOP OF STONE 6" INV OUT (SE): 31.30 NYLOPLAST BASIN # 1 RIM ELEV: 31.84 6" INV IN (SW): 29.21 8" INV OUT (SE): 28.79 /)3(5)25$7('+'3(3,3( @ 0.22% /)3(5)25$7('+'3(3,3( @ 1.0% &211(&781'(5'5$,172 +($'(5:,7+35(02/'(' HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS C-6.1SYNTHETIC TURF DRAINAGE PLAN 4" PERF HDPE U N D E R D R A I N T U B I N G ( T Y P ) PER DETAIL 1 , S H E E T C - 7 . 1 - SEE SHEET C-2.1 30 ' c - c ( T Y P ) RECORD DRAWINGS .3 ~ I I \ \ \ \ i5.2 \ I I I I 35.5 )( ·-,,.- / .4 ----------x -----..... 36.2'---.... >< 38.5 X38.6 X 38.6 I I I / 0 I / 3 I I I 37.5 X ) - 37.5 °*.!'--?CJ "'.J , q 37.lx q *o ..... I I X37.4 X34.3 X X35.9 35.7 X 0 0 0 CONC 35.7 X 0 0 35.7 cA-....... 0 & ><33.3 I .J.:. X33;!__ --_/ ·-----l I 35.3 * sr,,.tvo I I I I X33.2 - I I X33,4 I K I -· -.)j-33.~ - -- -.-_..&.-:.---;---/ X-33. 7 ./ I X33.9 .- / >< 33.B I , I -, -n ' --iT . //. I I . I/ -X33.8 I I I --,, __ X31.8 35.2 ..,.. ><32.7 'X'33.2 -·- ·..-,-' - X33.4 · '' -->< 34.5 • - 0 X35.8 I ' I I \ ~ I ---I \ 35. \ X \ I \ I f )( 35 38. )( I 11-Record Drallingll haw HM prapar9d bCINd on the belt avalabl• lnformotlan. Vltll• this lnfcrmatlcn la IMIIIIWd to be Nlllatlle, aty of Nnport Beach II not ,-ponllllll• for Ill accuracy, nor the ...an or omluian1 which m~ or moy not have HIii ~ Into tllaapllll'IL ---.-X33.5 x33.8 -X33.9__. -· --- 10/21/15 08/13/15 NO. DATE ><.33.9 X33.7 ·--~ --,-- AS-BIULT REVD FIELD HASH MARKS DESCRIPTION REVISIONS ----· - 33.4 RAM BY APP'D - 0 X34.2 * 30.7 f,. 102 • 29.77 @> X t::) G CONC X X 34.5 X3 . 0 - X3L6 • -- .----X31.6 ~31.5 >< 32.4- ----·-31.7 -x 32.2 • --1x31.9 X '.5 • i<32.2 .- X32.1 X32. ·x32.7 ------~-2 -- X32.2 -----' ''5<328 >< 32.6 >< 32'4 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG -- . , X29.8 X30.9 - X29.7 --•• 0.9 - •. -. Q ••• . - X29.3 ."'s"'f.f , 0 ' . , ' /29.5 / , , ,' X I , : • -X3~-., ' ---X31.5 --· -- ---- ><31.2 X31.7 --- - X31.5 ,-, _, ~-6--, --,~ , , ·x31.7,.- ,----, , , , , , ,. , 35.7 X .X30.6 -. -. CONC X35.6 , X31,ly. , @x35.6-------35.6 c-6.2 BASIS OF BEARINGS: BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS STATIONS "FVPK' TO "SACY" BEING N23"25'57.B"E. BENCHMARK: ORANGE COUNTY SURVEYORS BENCH MARK "CM-40-81" A 3 3/4" ALUM. BENCHMARK OISK SET IN THE S.W. CORNER OF A 4.6 FOOT BY 12.0 FOOT CATCH BASIN LOCATED IN THE N.W. CORNER OF THE INTERSECTION OF PLACENlA A VENUE ANO 16TH SlREET ELEV. = 106.829 FEET NAVO 88, 1995 ADJUSlMENT, YEAR LEVELED 2005 ; X35. ,-, \\ \\ 11 \\ \\ \\ X28.6 \\ X35.6 Q /1 ; /i cl I I I I I I ii '/<29.3 ,\ 5 ·-------- x24.1 I I I I 30.4 X \ \ I I x3'ITT I ·-----><31,3-X30.6 SCALE: 1•-20' 0 mce CONSULTANTS 20 40 CIVIL ENGINEERING LAND SURVEYING ~) 111 CORPORA TE DR., #210 \\ (' ~ \\A I LADERA RANCH, CA 92694 \,\ v-\.(._~_,,\. '11'<::<~06/09/15 PH: 949-542-7220 RICHARD A. ~DORE, RCE 23971 DATE FAX: 949-542-7230 X25.3 \ I I 25 \ \ \ I I I I I 25 I . I , I I I I I I i-+-t-1 I I :,. !fl J:: REVIEWED: 1. 2. 3. IRIS LEE, RCE 65329 SENIOR aVIL ENGINEER DESIGNED: DRAWN: RAM STAFF CHECKED: DA TE: RAM DEC., 2015 ---➔---- -t-- EXISTING STORM SYSTEM SHALL REMAIN ACTIVE AT ALL TIMES. CONTRACTOR SHALL TAKE CARE NOT TO DISCHARGE ANY POLLUTANTS (CHEMICALS, SEDIMENTATION, CONCRETE, ETC. INTO THE EXISTING SYSTEM. ANY SUCH DISCHARGE SHALL BE IMMEDIATELY CLEANED AND ADDRESSED IN ACCORDANCE WITH THE APPROVED PROJECT SWPPP. INSPECTIONS SHALL BE IN ACCORDANCE WITH THE AIPPROVED PERMITS AND SHALL BE COORDINATED WITH THE CITY OF NEWPORT BEACH, CALIFORNIA. . ' ' . ' FIELDTURF (2-1/4' THICK) FIELDTURF (2-1/2' THICK) INFIELD MATERIAL ... · .. _,. .. . . ·- . . ·- P_5235_S SHEET 10 OF 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5856(A) Plans Prepared by:NEWPORT BEACH SYNTHETIC FIELD TURF REPLACEMENT PROJECT BONITA CREEK PARK AS-BUILT SCALE: KEY MAP N.T.S. INLINE DRAIN #3 RIM ELEV: TOP OF STONE 8" INV OUT (NE): 28.85 NYLOPLAST BASIN #1 TOP OF STONE: 32.25 8" INV IN (S): 26.93 12" INV OUT (NE): 26.83 196 LF 8" Ø PERFORATED HDPE PIPE @ 1.0% 14LF 12" Ø SOLID HDPE PIPE @ 0.5%. TIE INTO EXISTING STRUCTURE AT INV ELEV 26.80 4" PERF HDPE UND E R D R A I N T U B I N G ( T Y P ) INLINE DRAIN #4 RIM ELEV: TOP OF STONE 8" INV OUT (SE): 28.89 4" Ø ENDCAP (TYP) CONNECT 4" Ø UNDERDRAIN TO 8" Ø HEADER WITH PREMOLDED HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS C-6.2SYNTHETIC TURF DRAINAGE PLAN 4" PERF HDPE UN D E R D R A I N T U B I N G ( T Y P ) PER DETAIL 1, SHE E T C - 7 . 1 - SEE SHEET C-2.2 LEGEND PERIMETER CURBING W/NAILER PER DETAIL 6, SHEET C-7.1 AND DETAIL 1, SHEET C-1.1 CONCRETE PERIMETER CURBING WITH NAILER ATINFIELD ARC PER DETAIL 3, SHEET C-7.1 PROPOSED PERFORATED HDPE PIPING SIZED PER PLAN PROPOSED 4" Ø PERFORATED UNDERDRAIN DRAINAGE NOTES: 30 ' c - c ( T Y P ) 3 0 ' c - c ( T Y P ) (2) 1 1/2" CONDUITS FOR MUSCO SPORTS LIGHTS. WIRE PULLED BY CITY CHANGE ORDER #3 (N) PULL BOX INSTALLED BY OTHERS (E) PULL BOX RECORD DRAWINGS I I I I I X 3 X35.9 X \ X3~. I I \ I \ __ l 36.4 X I I I I I I I I I I I I I I I I I X 5. < O' ~ (, 0 z (, 36. 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'.: ... X4 2 -• " -' o'. .··X34,8-.· ' I \ - I X40. .................. . ............... .. .................... · · · · · · · · · · · · .·.·.·.·.· ·.·.·.·.·.·.·.·. x;;:; 'i · :x':32:a I I I I I . .. I I \ 35.8 X35.7 xi.6 I I I I I G'il. I X35.6 .. ' I I c;'iJ I I I 35.5 X I c;'iJ I -· I 1\ 135.6 I X lc;'J I I I \ I 5l5 I I I I 0 Cl z VJ "' 0 "' z X30.6 I I 0 0 z 0 X31.3 X31.6 ------------ )> VJ :,: X32.7 X 32.1 ·---------- ·---------- 32.1 X ----------- X -----x32.6 __ 33.2 X X32.7 X3 • --------- (") ·--------- 0 z 0 32.3 X )> Vl 7J :,: 32.6 X I I I I I I I I I I ,26.6 I X I I I I I I I 12 I I I I I I 127.6 I X I [------ I 127.9 VJ 7J :,: X2,2 [------· I l ______ _ I I I I I 28.7 I X I I I 29.2 X X X2! 1. 2. 3. X35.7 35.7 X I I ::::::::::x:;53~7:::: >:>JI/{: F:::}:>±-:::\/t~· • ...... ·· • · ·: · • ·:.·.·:~:·:·>:·:·~::::'.·: X29. I I I I I I I \ I I I I \ \ \ X 36.1 \ \ \ \ I \ I I \ I I I \ 35.6 I 35.4 \ X \ 1i, "' -:SC 35.2 \34.~ \ X \ \ \ \ \ 34.9 \ \ \ X \ \ I I I \ I I I I X 5.4\ 35.2 I \ \ X34.6 @ 1heu Recard Dn:1wln9■ h111111 b■• prepar■ d ba■ad an th■ be■t avalabl■ lnfarmatlan. 'MIii■ thl■ lnfarmatfan I■ b■llawd ta ba r■llllbl■, City af Newpcrl 8each I■ not reapan■III■ for It■ accuracy. nar th11 errar■ or amlalan■ llltilch may ar may nat h111111 b-lncarparated lnta th-plan■. ·::.:::::::::.::::::::::::~:~s:!f.::: . .. ................. . X37.6 X38.1 X36.2 -----X34.3 ___ _ ---1 ---------X33.9 -- ------ ------34.1 ------ X34.4 --------·---.-:;:::7 ----- 10/21/15 AS-BIULT 08/13/15 REVD FJELD HASH MARKS RAM NO. DATE DESCRIPTION BY APP'D REVISIONS ----- 33.9 X36.9 X33.7 ----X33.8 ------------- X33.5 33.6 33.2 ---------- CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG .2 X36.7 .3 X36.4 X36.7 X .8 X33.3 33.3 X I~ 1'-'+-~""" 33.8 I X 32.9 X I I I I I I I I I I I I I I X31.4 X33.3 ---------------------------------------------✓// '-...., X32.6 \ ' \. ', 0 X33.3 X 2.9 33.4 33.1 ASPH X32.5 ------------------------------ BASIS OF BEARINGS: BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS STATIONS "FVPK" TO 'SACY" BEING N23"25'57.B"E. BENCHMARK: ORANGE COUNTY SURVEYORS BENCH MARK "CM-40-81" A 3 3/4" ALUM. BENCHMARK DISK SET IN THE S.W. CORNER OF A 4.6 FDOT BY 12.0 FOOT CATCH BASIN LOCATED IN THE N.W. CORNER OF THE INlIRSECTION OF PLACENTIA A VENUE AND 16TH STREET ELEV. = ID6.829 FEET NAVD 88, 1995 ADJUSlMENT, YEAR LEVELED 2005 ---------~ 0 0 X32.6 X32.B X32.5 0 0 @ X32.5 0 @ ASPH 31. x31.8// / \ I I I 31.7 I X I I I I I I I \ ',......_ __ x 31.8 __ .,,,,..,,,,,/ ----- SCALE: 1"-20' 0 20 40 mce CONSULTANTS CIVIL ENGINEERING LAND SURVEYING ~) 111 CORPORAlI DR., #210 \ I (: f\i l'i\l LADERA RANCH, CA 92694 \,\ v---'K.(~\. 1 '\C<~OS/09/15 PH: 949-542-7220 RICHARD A. ~DORE, RCE 23971 DAlI FAX: 949-542-7230 RE\/1E\\£D: IRIS LEE, RCE 65329 SENIOR a\/1L ENGINEER DESIGNED: DRAWN: RAM STAFF CHECKED: DA TE: RAM DEC., 2015 ---➔---- t- EXISTING STORM SYSTEM SHALL REMAIN ACTIVE AT ALL TIMES. CONTRACTOR SHALL TAKE CARE NOT TO DISCHARGE ANY POLLUTANTS (CHEMICALS, SEDIMENTATION, CONCRETE, ETC. INTO THE EXISTING SYSTEM. ANY SUCH DISCHARGE SHALL BE IMMEDIATELY CLEANED AND ADDRESSED IN ACCORDANCE WITH THE APPROVED PROJECT SWPPP. INSPECTIONS SHALL BE IN ACCORDANCE WITH THE APPROVED PERMITS AND SHALL BE COORDINATED WITH THE CITY OF NEWPORT BEACH, CALIFORNIA. FlELDTURF (2-1/4" THICK) FlELDTURF (2-1/2" THICK) INFIELD MATERIAL • EET C- • • P_5235_S SHEET 11 OF 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5856(A) Plans Prepared by:NEWPORT BEACH SYNTHETIC FIELD TURF REPLACEMENT PROJECT BONITA CREEK PARK AS-BUILT OVERLAP PER MANUFACTURER'S FIELDTURF REVOLUTION (OWNER FURNISHED & INSTALLED) WOVEN GEOTEXTILE - MIRAFI 500X OR APPROVED EQUAL UNDERDRAIN 8" PERFORATED 4" HDPE 4" MIN. RECOMMENDATIONS BOTTOM FLANGE OF CASTING MUST BE SUPPORTED BY CONCRETE COLLAR 4" THICK CONCRETE COLLAR HDPE RISER PIPE PER MANUFACTURER'S RECOMMENDATION 12" NYLOPLAST DRAIN W/ PEDESTRIAN GRATE. FIRMLY SECURE GRATE TO CONCRETE COLLAR CONNECT RISER TO HEADER PIPE WITH APPROVED FITTING AT INVERT ELEVATION SHOWN ON PLANS. TOP OF INFIELD MIX 8" X 8" CONCRETE CURB FIELDTURF FOLDED OVER AND STAPLED TO 2"x4" COMPOSITE LANDSCAPE BOARD NAILER (TREX OR APPROVED EQUAL) -SEE SPECIFICATIONS. NAILER FLUSH W/ OUTSIDE EDGE TOP OF CURB. FIELDTURF REVOLUTION (OWNER FURNISHED & INSTALLED) BASE TO REMAIN INFIELD MIX PER SPECIFICATIONS INV. EL VARIES ELEV VARIES FIELDTURF REVOLUTION (OWNER FURNISHED & INSTALLED) COMPACTED SUBGRADE - PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT WOVEN GEOTEXTILE - MIRAFI 500X OR APPROVED EQUAL ASTM #57 CRUSHED STONE PIPE BACKFILL STABILIZED SURFACE2-1/2" OR 2-1/4" SIZED PER PLAN COMPACTED SUBGRADE - PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT CAST IN PLACE CONCRETE ENCASEMENT 4" MIN. C-7.1SYNTHETIC TURF DETAILS OD PIPE + 12" MI N . COMPACTED SUBGRADE - PREPAREDIN ACCORDANCE WITH THE GEOTECHNICAL REPORT FIELDTURF REVOLUTION (OWNER FURNISHED & INSTALLED) FIELDTURF REVOLUTION (OWNER FURNISHED & INSTALLED) 4" CRUSHED AGGREGATE STRUCTURAL BASE (SEE SPECIFICATIONS) 4" CRUSHED AGGREGATE STRUCTURAL BASE (SEE SPECIFICATIONS) 4" CRUSHED AGGREGATE STRUCTURAL BASE (SEE SPECIFICATIONS) 4" CRUSHED AGGREGATE STRUCTURAL BASE (SEE SPECIFICATIONS) 4" CRUSHED AGGREGATE STRUCTURAL BASE (SEE SPECIFICATIONS) COMPACTED SUBGRADE - PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT COMPACTED SUBGRADE - PREPAREDIN ACCORDANCE WITH THE GEOTECHNICAL REPORT 2" X 4" COMPOSITE LANDSCAPE BOARD NAILER (TREX OR APPROVED EQUAL) -SEE SPECIFICATIONS 5" 6"6" 6" ASTM #57 CRUSHED STONE PIPE BACKFILL COMPACTED SUBGRADE - PREPAREDIN ACCORDANCE WITH THE GEOTECHNICALREPORT WOVEN GEOTEXTILE - MIRAFI 500X OR APPROVED EQUAL COMPACTED SUBGRADE - PREPAREDIN ACCORDANCE WITH THE GEOTECHNICAL REPORT PROVIDE FRAME AND GRATE SET TOP OF GRATE TO TOP OF FINISH STONE PROVIDE 5' OF SOLID HDPE PIPING AT EACH STRUCTURE - ALL OUTLETS PROVIDE 12" DEEP MAINTENANCE SUMP FIELDTURF REVOLUTION (OWNER FURNISHED AND INSTALLED) 6"6" 6" 4" THICK CONCRETE COLLAR 4" CRUSHED AGGREGATE STRUCTURAL BASE (SEE SPECIFICATIONS) WOVEN GEOTEXTILE - MIRAFI 500X OR APPROVED EQUAL COMPACTED SUBGRADE - PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT 2-1/2" OR 2-1/4" SIZED PER PLAN 2-1/2" OR 2-1/4" SIZED PER PLAN WOVEN GEOTEXTILE - MIRAFI 500X OR APPROVED EQUALWOVEN GEOTEXTILE - MIRAFI 500X OR APPROVED EQUAL ASTM #57 CRUSHED STONE BACKFILL 1-3/8" FOR 2-1/4" TURF 1-5/8" FOR 2-1/2" TURF ACO DRAIN -SEE DETAIL 1, SHEET C-1.1 RECORD DRAWINGS Th-~ On:101911 .,_ b..i p...,._ bOMCI on th• bwt ownGbl, Information, 'MIi• thll lnfom!Gtlon II bll•d to be rllklble, Clly o1' Nftport BeRh I• not rwpomllbl• for rte oi:c1,1r<1i:y, nOf th• ""1)Jlll or omlNlol'I• 'llhldl moy or mi:11y not ha.,. bNn lnecirporc1t«I Into th-pl-. NO. DATE AS-BIULT REVD FIELD HASH MARKS DESCRIPTION REVISIONS RAM BY APP"D CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 6 SYNTHETIC TURF EDGE DETAIL@ACO DRAIN SCALE: N. T.8. 3 CONCRETE EDGE DET AIL@INFIELD ARC 5 TYPICAL INLINE DRAIN SECTION 4 NYLOPLAST BASIN DETAIL BASIS OF BEARINGS: BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS STATIONS "FVPK" TO "SACY" BEING N23"25'57.B"E. BENCHMARK: ORANGE COUNTY SURVEYORS BENCH MARK "CM-40-81" A 3 3/4" ALUM. BENCHMARK OISK SET IN THE S.W. CORNER OF A 4.6 FOOT BY 12.0 FOOT CATCH BASIN LOCATED IN THE N.W. CORNER OF THE INTERSECTION OF PLACENTIA A VENUE AND 16TH STREET ELEV. = 1D6.829 FEET NAVO 88, 1995 ADJJSTMENT, YEAR LEVELED 2005 SCALE: N. T.8. 2 TYPICAL FIELD SECTION SCALE: N. T.8. 1 TYPICAL FIELD UNDERDRAIN SECTION mce CONSULTANTS CIVIL ENGINEERING LAND SURVEYING ~) 111 CORPORATE DR., #210 \\ (' ~ \\A I LADERA RANCH, CA 92694 \,\ v-\.(._~J\. '11'<::<~06/09/15 PH: 949-542-7220 RICHARD A. MOORE, RCE 23971 DATE FAX: 949-542-7230 REv1EWED: IRIS LEE, RCE 65329 SENIOR aviL ENGINEER DESIGNED: DRAWN: RAM STAFF CHECKED: DA TE: RAM DEC., 2015 SCALE: N.T.8. SCALE: N.T.8. SCALE: N.T.8. P_5235_S SHEET 12 OF 18 LA SALUD LA V I D A NAME LICENSE # DATE UNDER THE SUPERVISION OF: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone Plans Prepared by: C-5856(A) P_5235_S SHEET TITLESignature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT S T A T E OF CA L I F O R N IA SCALE: KEY MAP N.T.S. MATCHLINE S E E S H E E T LI-1.2 MATCHLINE SEE SHEET LI-1.2 SWEENEY & ASSOCIATES HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN IRRIGATION POINT OF CONNECTION; REFER TO NOTE 'A' BELOW NOTE A: POINT OF CONNECTION (POC) SHALL BE CONNECTION TO AN EXISTING 3" RECLAIMED WATER MAINLINE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE ENGINEER. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WATER PRESSURE AT POC: 80 PSI (STATIC) DESIGN WATER PRESSURE: 64 PSI MAXIMUM SYSTEM DEMAND: 77 GPM PRESSURE BOOST REQUIRED: 0 PSI RESIDUAL WATER PRESSURE: 16 PSI NOTE B: POINT OF CONNECTION SHALL BE CONNECTION TO AN EXISTING 2" DOMESTIC WATER MAINLINE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE ENGINEER. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NOTE C: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE D: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH ENGINEER PRIOR TO STARTING WORK. PROPOSED IRRIGATION NOTES IRRIGATION POINT OF CONNECTION; REFER TO NOTE 'B' BELOW VALVE "A10" TO BE REMOVED AND RETURN TO OWNER VALVE "A12"; RELOCATE AND REPLACE WITH NEW VALVE AS SHOWN VALVE "B5" TO PROTECT IN PLACE VALVE "B5 & B6 "; RELOCATE AND REPLACE WITH NEW VALVES AS SHOWN VALVE "A9" TO BE REMOVED AND RETURN TO OWNER VALVE "A8" TO BE REMOVED AND RETURN TO OWNER VALVE "A7"; RELOCATE AND REPLACE WITH NEW VALVE AS SHOWN IRRIGATION POINT OF CONNECTION; REFER TO NOTE 'A' BELOW IRRIGATION PLAN NOTE 1: CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE ENGINEER. NOTE 2: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. NOTE 3: ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH ENGINEER PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. NOTE 4: CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY ENGINEER SHOULD ANY DISCREPANCIES BE NOTED. NOTE 5: CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY ENGINEER. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH ENGINEER PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 6: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS. REMOVED CONTROL VALVES SHALL BE TURNED OVER TO THE CITY OF NEWPORT BEACH PARKS DIVISION. NOTE 7: PRIOR TO BIDDING WORK AND COMMENCING WORK CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES . VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO ENGINEER. NOTE 8: CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH. 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH ENGINEER PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. NOTE 9: EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION. NOTE 10: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH ENGINEER. NOTE 11: CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH ENGINEER PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 12: CONTRACTOR SHALL ADD CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. NOTE 13: ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. NOTE 14: ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECYCLED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A CLASS 200 PURPLE PVC SLEEVE WHICH EXTENDS A MINIMUM OF 5 FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 6-INCHES. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3-INCH WIDE PURPLE WARNING TAPE WHICH READS "CAUTION, RECYCLED (OR RECLAIMED) WATER". IRRIGATION NOTES VALVE "A11" TO BE REMOVED AND RETURN TO OWNER VALVE "A1 & A2" ; RELOCATE AND REPLACE WITH NEW VALVES AS SHOWN TEE TEE 10 ' P.B . 45 (2") TEE 45 (2") TEE A10 TEE 4' 45 TEE TEE 2" P.B. 2" 2" 2" RECONNECT EXISTING 2.5" RCW TO NEW 3" RCW EXISTING 4" RCW RECONNECT EXISTING 4" RCW TO NEW 3" RCW These Record Drawings have been prepared based on the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not have been Incorporated into these plans. RECORD DRAWINGS (1 'i (1 ;\ I \ I \ I \ _....._ _ _,___..,1 I I n I I \ I I I I I I I I I \ I I I / • I / ~ I / f 1...J I I I I I , I I ,..._ "'--,..,_/ I '-ff I , .... I ,J I I ', ,,, /1 I I . I 1/ 0 I n CONG (J ~ (J r-17•, 106' Q .,. ~ .,. .,. ~ /\ A12 1.5" 38 45 1 R .70 3,661 A2 2· 77 45 1 R .70 10.590 A1 2· 49 45 1 R .70 7,528 y ------------\,.,- 1 • CONC ~ .,. ~ ~ y ----------- A 102 29.n • , , • , • • , ' . , ' ' • ' , ' . ' , • , • ' • ' ' ' ' ' ' ' ' ' ' EXIST ' ' ' ' ' ' ' EXIST EXIST ' ' . B5 EXIST EXIST EXIST EXIST EXIST .......... .......... ..... > > I I I I --- . ' ' . ' ' ' ' ' ' , ' , ' ' ' ' , , ' , ' 56 .70 lJ I I 08/31/201.5 . ' ' . A.spli , , ' ' ' . 0 ' ' ' , ' ' , , ' ' 45 , , ' , , , ' , 5,041 ' , , ' ' ' I /· , , , , () . Q 0 Q - CONG .......... \ I \ \ I \ \ \ \ I I I I \ \ \ \ \ I \ I I .......... .......... \ \ --, Q Q Q Q Q \ \ I \ \ \ \ \ \ I \ I I \ \ \ \ \ \ \ \ \ 1;, \ \, 1-\ \ \ \ \ \ \ \ I \ I I -------\ I \~--------· \ __ , \ ---' A ___ ., \ W x\ _________ _ ~P' ____ .. --- ', -------- '~-----~~~---, __ .... -\ 0 -- -z. -- I \ I I \ \ \ \ \ I \ \ \ \ \ \ \ \ I I \ \ \ \ \ \ I I 0 \ ------ (1 \ B5 EXIST EXIST EXIST 1L-:;;?iEEXxi:1STrrTEEXX1isSTiTEEXxi:1STrrTEEixis1STrl ----------- ----------------- 1 1 I I o' 10' 20' 40' -- sweeney + associates ;;:R.lf3,'\J"l:J~l r,:Cc'.0·3~l ,\~JC -:C~JSL'~TC:-1::3 ;,f<,,;:}s,,e~•,~,,ss,,, c,>·o ,~,t "•'O'-,C~\(. ••·• ,._.,_,,,, •.•M·•' ~'/••<" . .C-, c,,,.-. C-{1'.t ~,,.;,slfC • t-----+----+--------+------, --•·1---+--+-----------1----1 R I M K~8~ 1----11-----1------------+-AP-P---,'D DESIGNED cs ~ DA TE BY DESCRIPTION • I DRA'M-l • ' ' ., GM REVISIONS CHECKED DATE cs 121415 -.: . ----~~ • • NEWPORT BEACH BONITA CREEK PARK SYNTHETIC FIELD TURF REPLACEMENT PROJECT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT -::,,, ·-------......._ Ll-1.1 SHEET13 OF18 LA SALUD L A V I D A LA SALUD LA V I D A NAME LICENSE # DATE UNDER THE SUPERVISION OF: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone Plans Prepared by: C-5856(A) P_5235_S SHEET TITLESignature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT S T A T E OF CA L I F O R N IA SCALE: KEY MAP N.T.S. MATCHLINE S E E S H E E T LI-1.1 NOTE 1: CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE ENGINEER. NOTE 2: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. NOTE 3: ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH ENGINEER PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. NOTE 4: CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY ENGINEER SHOULD ANY DISCREPANCIES BE NOTED. NOTE 5: CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY ENGINEER. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH ENGINEER PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 6: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS. REMOVED CONTROL VALVES SHALL BE TURNED OVER TO THE CITY OF NEWPORT BEACH PARKS DIVISION. NOTE 7: PRIOR TO BIDDING WORK AND COMMENCING WORK CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES . VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO ENGINEER. NOTE 8: CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH. 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH ENGINEER PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. NOTE 9: EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION. NOTE 10: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH ENGINEER. NOTE 11: CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH ENGINEER PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 12: CONTRACTOR SHALL ADD CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. NOTE 13: ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. NOTE 14: ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECYCLED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A CLASS 200 PURPLE PVC SLEEVE WHICH EXTENDS A MINIMUM OF 5 FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 6-INCHES. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3-INCH WIDE PURPLE WARNING TAPE WHICH READS "CAUTION, RECYCLED (OR RECLAIMED) WATER". IRRIGATION NOTES EXISTING 3" IRRIGATION MAIN LINE + EXISTING VALVES AT THIS APPROXIMATE LOCATION; REFER TO EXISTING IRRIGATION NOTES TO THE RIGHT VALVE "A3"; RELOCATE AND REPLACE WITH NEW VALVE AS SHOWN TO THE RIGHT VALVE "A14" TO BE REMOVED AND RETURN TO OWNER VALVE "A15 & A16" TO BE REMOVED AND RETURN TO OWNER IRRIGATION PLAN IRRIGATION POINT OF CONNECTION; REFER TO NOTE 'A' BELOW SWEENEY & ASSOCIATES HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN A3 A2 TEE TEE TEE GV. TEE TEEA11.5" TEE TEE GV. TEE TEE A4 These Record Drawings have been prepared based on the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not have been Incorporated into these plans. RECORD DRAWINGS --I ~--I ct: i I I Le Q': g ...,, I I I I I I I 0 C I :z_ I 0 I I I I I I I I )> I \{l I I I I I I I I I I I I I I \ \ I I \ I I I I I I I I I I I I I I I I . I L-l I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I \ I \ \ I I I \ \ I I I I I I I I I \ • I I I I I I I I I \ \ \ I I \ I 0 ;\ ::o I I o I I I o 11 \1, 87'~ Q\ I ~ I I 0 \ I \ \ \ \ \ \ ' 60' ■ ~4' \ @ / 2' .. ------------\.,,- \.,,- -1-- -------------- ----- @ -------------.---------.... ---------------------------_j_ ' 82' \ 10' c-__ .:.,-_-~ ...... ------ I I \ I 162' ------ I -----56' EH \. \ I .i -- Q Q Q - -~,eG 3' 8' I I \ I I s\'.l Q' M 0 "' z (/) G) "7 z < ;rj Qf:i (/) . -1-- 14 • _____ , @ 1.5" 39 45 Q R .70 5,651 Q 2' 2' 13 • Q Q Q 48' Q Q .Q Q Q. - -------------------- 0 ----------- -\ ------------------------------------• / • ---------------------------------------0--"5,'\\ 0 -----------------ASPH -------------- ------------ -----------.;-~ BROUP 08/31/201.5 • 1.5• R • DATE ------- 3B 45 .70 7,680 ~--- 8 ---- z 0 BY --- ..... --- 0 )> (/) 7J I 0 7J I 0 O@ i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ ...... \ ............ ' ' I I I I I I I I I I I I I I I I I I I I I I f--· I I I I I I I I I I I I I I I I f--- 1 f-- 1 I I I I I I I I I I I f-- 1 I I I I I I I I I I 1- \ I ' ,. ' ' ' ' \ \ ASPH ..... ------- i o· 40' i i 10· 20' DESCRIPTION REVISIONS I APP'D DESIGNED cs DRA'M-l GM CHECKED DATE cs 12 14 15 < . . < < . > > (D NEWPORT BEACH BONITA c ' > SYNTHETIC FIELD REEK PARK TURF RE PROJECT PLACEMENT CITY OF NEW PUBLIC WORKSPORT BEACH DEPARTMENT Ll-1.2 SHEET14 OFlB MODEL NO. / DESCRIPTION IRRIGATION MATERIAL LEGEND (RECLAIMED WATER) FQ T H SYMBOL MANUFACTURER DETAILRADIUSPSIFLOW RATE (GPM) P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED). PILOT DBR/Y-6 DIRECT BURIAL (I.L. APPROVED) WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS AS APPROVED AS APPROVED AS APPROVED 3M PAIGE ELECTRIC MATCO EXISTING EXISTING VALVE, PROTECT IN PLACE, SHOWN FOR REFERENCE ONLY. KSC-XXX-S SWING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS LOWER THANNDS (K.B.I.) EXISTING VALVE TO RELOCATE AND REPLACE WITH NEW VALVE, REFER TO PLAN FOR NEW LOCATIONEXISTING LASCO ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GRAY IN COLOR, AND SIZED TO MATCH THE THR MAINLINE PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS. P.R. (TRI.) OPERATING PRESSURE (PSI) ZONE AREA (SFT) VALVE FLOW RATE IN G.P.M. VALVE SIZE IN INCHES CONTROLLER LETTER / STATION NUMBER HYDROZONE NUMBER SEE CHART IRRIGATION METHOD SEE CHART ZONE PRECIPITATION RATE (IN./HR.) THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. CHRISTY'S 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 VOC "PURPLE PRIMER". MAINLINE SOLVENT CEMENT SHALL BE LOW VOC, "GRAY-HEAVY BODY" CEMENT. LATERAL LINE SOLVENT CEMENT SHALL BE LOW VOC, "RED HOT BLUE GLUE" 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. 3" 754 SERIES FULL PORT BALL VALVE. INSTALLED INSIDE A 10" ROUND PURPLE RECLAIMED VALVE BOX. DWS-R PRESSURE REGULATING, BRASS REMOTE CONTROL VALVE (RCV), SIZE AS SHOWN (1", 1 1/2" AND 2" SIZES), SET 7645 1" QUICK COUPLER VALVE WITH PURPLE LOCKING RUBBER COVER AND A LASCO G13S-218 SWING JOINT. INSTALL INSIDE A 10" ROUND PURPLE PRESSURE REGULATOR TO PROVIDE THE OPERATING PRESSURE OF THE SPRINKLER / BUBBLER HEAD TO THE HIGHEST OR FARTHEST HEAD ON THE CONTROL VALVE ZONE. INSTALL THE RCV INSIDE A STANDARD RECTANGULAR VALVE BOX. NELSON/SIGNATURE GRISWOLD NO SYMBOL NO SYMBOL WIRES SHALL BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE IN COLOR, SPARE WIRES SHALL BE YELLOW IN COLOR. WHERE MULTIPLE CONTROLLERS ARE USED ON THE PROJECT, EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR FOR PILOT WIRES. THE CONTRACTOR SHALL ROUTE TWO (2) SPARE CONTROL WIRES (YELLOW) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FROM THE CONTROLLER. LOOP SPARE WIRES UP AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP. NO SYMBOL NO SYMBOL NO SYMBOL KC-XXX-S SPRING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS HIGHER THAN THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. NO SYMBOL CARSONNO SYMBOL VALVE CALLOUT LEGEND NUMBER 1 DESCRIPTION OF THE HYDROZONE TURF WITH ROTOR HEADS HYDROZONE DESCRIPTION CHART NUMBER DESCRIPTION OF THE IRRIGATION METHOD R OVERHEAD ROTOR HEADS IRRIGATION METHOD DESCRIPTION CHART B C D N/A D E E,H H N/A N/A E,F,G G N/A N/A N/A NDS (K.B.I.) 45 45 45 1.00, 1.38, 1.98, 3.82 1.40, 1.85, 2.96, 5.78 1.92, 2.46, 3.81, 7.58 35 FT 30 FT 25 FT 0.70 IN./HR. 5006-PL-(PC)-SAM-R-NP 6" POP-UP TURF ROTOR WITH MPR-25 NOZZLES (RED) 5006-PL-(PC)-SAM-R-NP 6" POP-UP TURF ROTOR WITH MPR-30 NOZZLES (GREEN) 5006-PL-(PC)-SAM-R-NP 6" POP-UP TURF ROTOR WITH MPR-35 NOZZLES (BEIGE) 0.70 IN./HR. 0.70 IN./HR.RAIN BIRD RAIN BIRD RAIN BIRD A A A EXISTING EXISTING VALVE TO REMOVE AND RETURN TO OWNER N/A PURPLE (RECLAIMED WATER) PVC PIPE 3" CL. CL. 315, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 24" BELOW FINISHED GRADE PURPLE (RECLAIMED WATER) PVC PIPE SCH. 40 AS SLEEVING, 2.5 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. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE. NO SYMBOL PURPLE (RECLAIMED WATER) PVC PIPE 3/4" - 3" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE PURPLE RECLAIMED WATER WARNING TAGST CHRISTY'S N/A ALL VALVE BOXES SHALL BE MODELS 910-10-4 FOR 10" ROUND AND 1419-12-4 FOR STANDARD RCV BOXES. COVERS FOR BOXES IN TURF AREAS SHALL BE PURPLE ALL BOXES SHALL BE SECURED WITH A PENTA HEAD BOLT, WASHER AND CLIP. NO SYMBOL RECLAIMED VALVE BOX. AS APPROVED E,HPURPLE (RECLAIMED WATER) PVC PIPE SCH. 40 AS SLEEVING, 2.5 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. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE. MODEL NO. / DESCRIPTION IRRIGATION MATERIAL LEGEND (POTABLE WATER) SYMBOL MANUFACTURER DETAILRADIUSPSIFLOW RATE (GPM) LASCO PVC PIPE 2" CL. 315, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADEAS APPROVED ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GRAY IN COLOR, AND SIZED TO MATCH THE THR MAINLINE PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS. P.R. (TRI.) CHRISTY'S 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 VOC "PURPLE PRIMER". MAINLINE SOLVENT CEMENT SHALL BE LOW VOC, "GRAY-HEAVY BODY" CEMENT. LATERAL LINE SOLVENT CEMENT SHALL BE LOW VOC, "RED HOT BLUE GLUE" 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. 42- 1" QUICK COUPLER VALVE WITH 40K KEY AND A LASCO G13S-218 SWING JOINT. INSTALL INSIDE A 12" VALVE BOX.NELSON NO SYMBOL NO SYMBOL ALL VALVE BOXES SHALL BE M-SSB SERIES, WITH OVERLAPPING COVERS. UNDERHILLNO SYMBOL C E N/A N/A N/A NAME LICENSE # DATE UNDER THE SUPERVISION OF: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone Plans Prepared by: C-5856(A) P_5235_S SHEET TITLESignature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT S T A T E OF CA L I F O R N IA 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE ENGINEER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE ENGINEER. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. 14. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. IRRIGATION NOTES IRRIGATION LEGENDS SWEENEY & ASSOCIATES HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN These Record Drawings have been prepared based on the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not have been Incorporated into these plans. RECORD DRAWINGS CITY OF NEWPORT BEACH RECYCLED AND POTABLE WATER NOTES A. THE INSTALLATION OF THE IRRIGATION WATER SYSTEM SHALL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF IRRIGATION WATER SYSTEMS WITHIN THE CITY AND THE ACCOMPANYING PLANS AND SPECIFICATIONS. B. ALL ONSITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH THE CITY OF NEW PORT BEACH REGULATIONS AND THE IRRIGATION SPECIFICATIONS. C. RECYCLED WATER PIPING SHALL BE PURPLE PVC MANUFACTURED FOR RECYCLED (RECLAIMED) WATER SYSTEMS. D. MARKING ON THE PURPLE PVC PIPE SHALL INCLUDE THE FOLLOWING: CAUTION RECYCLED (OR RECLAIMED) WATER; NOMINAL PIPE SIZE; PVC-1120; PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES; ASTM DESIGNATIONS SUCH AS 1785, 2241, 2672, 3139. PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE. E. ALL RECYCLED WATER SPRINKLER BOX COVERS AND CONTROL VALVES, ISOLATION VALVES. QUICK COUPLERS, AND ALL APPURTENANCES SHALL BE TAGGED WITH IDENTIFICATION TAGS. 1. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"X4", PURPLE IN COLOR WITH THE WORDS "WARNING RECYCLED (OR RECLAIMED) WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISA AGUA IMPURA-NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 2. ONE TAG SHALL BE ATTACHED TO EACH APPURTENANCE AS FOLLOWS, OR; IDENTIFICATION SHALL BE AFFIXED TO EACH IRRIGATION VALVE LID COVER AND VALVE AS FOLLOWS: (A) IDENTIFY VALVE COVER WITH LABEL OR BRANDED HOT STAMP THAT READS "RECYCLED (OR RECLAIMED) WATER DO NOT DRINK'' OR USE PURPLE COVER WITH SAME IDENTIFICATION. (B) ATTACH TAG TO CONTROL VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP. OR (C) ATTACH TAG TO CONTROL VALVE SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP. (D) ATTACH TO BODY OF THE RELATIVE APPURTENANCE WITH A PLASTIC TIE-WRAP. F. WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYING POTABLE WATER. G. WARNING TAPES SHALL BE A MINIMUM OF 3-INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. H. WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH THE WORDS "CAUTION BURIED WATER LINE BELOW' IMPRINTED IN MINIMUM 1 INCH HIGH LETTERS, BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. I. GARY TEGEL SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF IRRIGATION CONSTRUCTION AT (949) 718-3412 AND EACH WORKDAY THEREAFTER UNTIL THE COMPLETION OF PROJECT. J. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECYCLED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A CLASS 200 PURPLE PVC SLEEVE WHICH EXTENDS A MINIMUM OF 5 FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 6-INCHES. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3-INCH WIDE PURPLE WARNING TAPE WHICH READS "CAUTION, RECYCLED (OR RECLAIMED) WATER". K. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO AND MUST BE OPERATED BETWEEN THE HOURS OF 9:00 PM AND 6:00 AM UNLESS OTHERWISE DIRECTED BY THE ENGINEER. L. ALL NEW COMMON AREAS WHERE RECYCLED WATER IS USED AND THAT ARE ACCESSIBLE TO THE GENERAL PUBLIC SHALL BE POSTED WITH CONSPICUOUS SIGNS THAT INCLUDE THE FOLLOWING WORDING IN A SIZE NO LESS THAN 4 INCHES HIGH BY 8 INCHES WIDE: "RECYCLED WATER-DO NOT DRINK'' "RECLAIMED WATER -DO NOT DRINK". EACH SIGN SHALL ALSO DISPLAY AN INTERNATIONAL SYMBOL CONVEYING THE SAME WARNING. M. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE: POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALKS. N. CONTACT GARY TEGEL AT THE MUNICIPAL OPERATIONS DEPARTMENT TWO DAYS PRIOR TO THE IRRIGATION SYSTEM COVERAGE/AND CROSS CONNECTION TEST AT (949) 718-3412 AND ARRANGE A WALK THROUGH OF THE SYSTEM. 0. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES WILL PLACE THE SYSTEM IN VIOLATION OF CITY OF NEWPORT BEACH RULES AND REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE MEASURES HAVE BEEN TAKEN. P. WARNING TAPE ON RECYCLED WATER CONSTANT PRESSURE MAIN LINE PIPING IS ONLY ALLOWED ON PROJECT-BY-PROJECT APPROVAL FROM THE OISTRICT ENGINEER. IF APPROVED, IT MUST FOLLOW THESE INSTALLATION SPECIFICATIONS. 1. WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAINS. 2. WARNING TAPE SHALL BE A MINIMUM OF 3-INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. 3. WARNING TAPE FOR THE CONSTANT PRESSURE RECYCLED WATER PIPING SHALL BE PURPLE IN COLOR WITH THE WORDS "CAUTION RECYCLED (OR RECLAIMED) WATER" IMPRINTED A MINIMUM OF 1-INCH HIGH AND BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. POC or Conb'oller A ETo I Month finches): ETo I Day !Inches): Irrigation Days/ Week: Plant/ lrrig. Type AKc I Pr Rate I IE Turi 0.80 I 0.70 I 0.80 Rotors Number of Zones: I 6 Total Number of Zones: I 6 Total Controller Run Time in Hours: JAN 2.20 0.07 2 JAN 21.3 127.7 128 2.13 JAN WATER PRESSURE LOSS CALCULATIONS WATER METER NUMBER HYDRAULIC GRADE LINE (FT] ELEVATION DIFFERENCE (FT] REMOTE CONTROL VALVE# RC.V. DEMAND (GPM) A2 77 WAlER METER SIZE (Inches) POC ELEVATION STATIC PRESSURE (PSI) REMOTE CONTROL VALVE SIZE (In) TOTAL DEMAND (GPM) 35 7 80 0 2.00 77 HIGHEST HEAD SERVED (FT) 40 3 STATIC PRESSURE AT HIGHEST HEAD PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY OTHER PERSON, COMPANY OR PROJECT IS FORBIDDEN WITHOUT WRITTEN PERMISSION. SIZE (Inches) DESCRIPTION 3 00 3 00 3 00 2.00 SERVICE LINE (50 FT OF TYPE K COPPER) WATER METER (XXXXTYPE) BACKFLOW PREVENTER (RIP TYPE) FILTRATION (WYE FILTER) PRESSURE REGULAmR (WILKINS 500HLR) BFDASSEMBLY PIPING (BRASS W/ 4 ELLS) MASTER CONTROL VALVE FLOW SENSOR ISOLATION VALVES (BALL TYPE) 860 FEET OF MAINLI NE. CL 315 PV C X.XXX FEET OF MAINLINE: CL. 315 PVC X,XXX FEET OF MAINLINE. CL. 315 PVC 10 • 00 DEGREE ELBOWS REMOTE CONTROL VALVE ASSEMBLY FLOW 77 77 77 77 10% LATERAL LINE LOSSES 77 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) NIA 4.60 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) NIA TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #17) PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE) TOTAL PRESSURE REQUIRED (SUM OF #18 AND #19) STATI C WATER PRESSURE (FROM ABOVE) RESIDUAL PRESSURE (SUBTIRACT #20 FROM #21) SET PRV OR MCV AT (#20 PLUS 10 PSI) PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) IRRIGATION CONTROLLER RUN TIMES FEB MAR APR MAY JUN JUL AUG SEP OCT 2.50 3.70 4.70 5.20 5.90 6.30 6.20 4.60 3.70 0.09 0.12 0.16 0.17 0.20 0.20 0.20 0. 15 0.12 2 3 3 5 5 6 6 5 3 FEB MAR APR MAY JUN I JUL I AUG I SEP OCT 26.8 23.9 31.3 20.1 23.6 I 20.3 I 20.0 I 18.4 23.9 160.7 143.2 188.0 120.8 141.6 I 121.9 I 120.0 I 110.4 143.2 161 143 18B 121 142 122 120 110 143 2.68 2.39 3.13 2.01 2.36 2.03 2.00 1.84 2.39 FEB MAR APR MAY JUN JUL AUG SEP OCT # LOSS 1 0.00 2 000 3 000 4 0.00 5 000 6 000 7 0.00 8 0.00 9 1 00 10 5.68 11 0.00 12 0.00 13 1 12 14 3.40 15 4 50 16 1.14 17 1.99 18 18.8 19 45.0 20 63.8 21 80.0 22 16 2 23 73 8 24 N/A NOV DEC 2.60 2.30 0.09 0.07 2 2 NOV DEC 26.0 22.3 156.0 133.5 156 134 2.60 2.23 NOV DEC PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI Total I Avg. 49.90 0.14 Min./Day/Zone Total Min./Day Total Min.may Total Hrs./Day Note: These schedules are intended only for compliance with local municipal codes and the water efficient landscape ordinance. These calculations represent the MAXIMUM REASONABLE run times and are used to ensure that all irrigation may be completed during the specific watering window allowed. These schedules do not include rainfall, site soil types, specicic exposures (shade versus sun), actual irrigation days, or specific slope position. It is solely the responsibility of the irrigation contractor to program the controller as required to apply the correct amount of irrigation water for the landscape. All smart controllers shall be programmed using the specified ET or weather sensing equipment, satellite provided ET data, soil moisture sensors, and rain shut off devices as required. Contractor shall provide a controller schedule inside the controller cabinet prior to final turnover of the project to the owner. {I 08/31/201.5 lillliiiil~~ ~ IQ 1,,1 IQ] Ill Ill Ill Iii - ~ lii"'I EE @ - ~ ,2,111..1?01!\ A .~ A20 ,.s· 35 :io - 1 S 1.75 1,500 - suJeene!::l + associates 11< ::: ! G ;, -~ 1 C I\ r: [ s ! (; N f.. t.; ::i {: t; ~, ;; i; :. ·; ( ~·! :: '~"-~"~,. C ;,fo,~:otc,>eOi'"'~C c~C, ,;: 9)~-,) .,; w· ,._,,•11•.-.,·,,ceoc·,•,cc~,.,oc, -'-'i s,e-o ,; I NEWPORT BEACH F . BONITA CREEK PARK f •· f---+---+--------------+----, SYNTHETIC FIELD TURF REPLACEMENT R s ~ ~ I MK~8~ >---+---+--------+----+--------+------------4-L_l_-_1_._3__, ~ DATE BY DESCRIPTION APP'D DESIGNED cs DRAYot<GM CITY OF NEWPORT BEACH REVISIONS CHECKED CS D~'i/14/15 PUBLIC WORKS DEPARTMENT SHEET15 0F18 FINISHED GRADE IN TURF AREAS SECTION VIEW - N.T.S. SECTION VIEW - N.T.S. C C CCC A SEAT FIRMLY. SECTION VIEW - N.T.S. SECTION VIEW - N.T.S. SECTION VIEW - N.T.S. DIMENSION 1 1/2" TO 6" IN SIZE D 36" A 24" C 24" B D DD C A B 4" D LANDSCAPE FABRIC BRICK SUPPORTS 3/4" GRAVEL, 2 CUBIC FT. BRASS NIPPLE PRESSURE SUPPLY LINE FINISHED GRADE IN SHRUB AREAS BRASS UNION DEPTH AS PER SPECS. PVC MALE ADAPTER INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE NOTE: INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. B BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, USE STAINLESS BOLT, NUT, AND WASHER. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN EDGE. HEAT BRAND "BV" ONTO LID. FINISHED GRADE IN TURF AREAS BRASS BALL VALVE, SEE LEGEND FOR SPECIFICATION 3" 1" MIN. 2" MIN.FLOW OF F P O S I T I O N U P NAME LICENSE # DATE UNDER THE SUPERVISION OF: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone Plans Prepared by: C-5856(A) P_5235_S SHEET TITLESignature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT S T A T E OF CA L I F O R N IA IRRIGATION DETAILS SWEENEY & ASSOCIATES HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN These Record Drawings have been prepared based on the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not have been Incorporated into these plans. RECORD DRAWINGS • NOTE: --------INSTALL POP-UP SPRINKLER HEAD FLUSH WITH 1-------POP-UP SPRINKLER HEAD, SPRAY OR ROTOR, SEE LEGEND FOR BRAND, MODEL, POP-UP HEIGHT AND NOZZLE REQUIRED 6------INSTALL PDP-UP SPRINKLER HEAD 112" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS '-------UNDISTURBED SOIL c-------DO NOT INSTALL USING SIDE INLET ,-----PRE-ASSEMBLED TRIPLE SWING JOINT, HUNTER SJ SERIES (OR APPROVED EQUAL) LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER INLET ,----SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE ~--LATERAL LINE, SEE SPECIFICATIONS ,c-----",--.....=L,__J_'....,. FOR TYPE AND DEPTH REQUIRED SECTION VIEW -N,T.S, ........ s.., ............ INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. INSTALL SPRINKLER HEADS 12' FROM THE FACE OF BUILDING WALLS OR WINDOWS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. POP-UP SPRINKLER .. •. ,; ",Iii :. PAVING I I I I SLEEVE IN ST ALLA Tl ON SECTION VIEW· N.T.S. eo.ffil ............... - @ BALL VALVE NOTE: 1--------LOW VOLTAGE WIRES, 3 MAXIMUM ~-----WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE ~➔r'F.'-----CLOSE TUBE LID AIFTER WIRE IS INSERTED INTO TUBE llf------POLY TUBE PRE-FILLED WITH WATERPROOF GEL OIJIIIIIJllllll'fillllllil ........ ~--LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A 3M DBR/Y-6 DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCH LOK 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. © WIRE CONNECTION ----------FINISHED GRADE IN NATURAL TURF AREAS e - PVC MAINLINE---, SEE LEGEND AND SPECIFICATIONS ----PLASTIC 10" ROUND VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LDC-KIT. HEAT BRAND "QCV" ONTO LID. '-----FINISHED GRADE IN SHRUB AREAS ff[!!,!ffi----QUICK COUPLING VALVE, SEE LEGEND FOR BRAND AND MODEL .----1\'i'c'mc'cc------314' CRUSHED GRAVEL, 4" MINIMUM DEPTH •-------LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX ==c:..,t:;,-:;:1-----BRICK SUPPORTS, 3 REQUIRED '<'---------LASCO SNAP-LOK PVC SWING JOINT W/ MALE BRASS STABILIZER ELBOW AND SNAP-LOK COLLAR 314' QCV USE MODEL G13T-310 1" QCV USE MODEL G13S-310 \..------,,-r___jL_:::__J::::-=r--SCH BO PVC SxSxT TEE FITTING, MAINLINE x QCV INLET SIZE NOTE: ~ ...... t ........... ----------REBAR STAKES, 112" DIAMETER X 24' LONG, TWO REQUIRED USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. © QUICK COUPLER VALVE fTT' I 'ffi~ I ~rr~:-:--illm~ 3,lj;:;.,~--CONCRETE, TYPICA ....... ------1: ·.: · __ -r _, -, uir MAINLINE PIPE '--I~ ~11···11~ ~ TT''1tr 1 I I • I ._ -----UNDISTURBED SOIL------- 11 !, ,_1_1~ -I 45 DEGREE ELL THRUST BLOCKS TO BE 1 CUBIC FT OF CONCRETE THRUST BLOCKS TO BE USED FOR 2.5" AND LARGER PLASTIC PIPE WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE ALL CONCRETE TO BE CITY MIX C-560-C-5250 90 DEGREE ELL ~I I I" ·r --, m·" \?'<'<'(1-----CONCRETE, TYPICAL --L~J--~ MAINLINE PIPE = Tl r· J I -.----,, I 11_.:..:. =1 I : ~ ----UNDISTURBED SOIL TEE SECTION VIEW -N.T.S. ® THRUST BLOCKS ,------FINISH GRADE IN NATURAL TURF AREAS --PLASTIC RECTANGULAR VALVE BOX WITH T-CDVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. PVC PIPE, SIZE PER PLANS, TYPEPER ,r-~~ LEGEND~-{_-~_ USE STANDARD BOX OPENINGS FDR PIPE, DD NDTCUTBDX BRICK SUPPORTS, J 4 REQUIRED LASCD #896 PVC UNION SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FDR ASSEMBLY ELECTRIC REMOTE CONTROL VALVE, SEE LEGEND FDR TYPE SPARE CONTROL WIRE, LOOP--~ 48" LENGTH INTO EACH RCV BOX ;;;----24" WIRE LOOPS AND 3M DBR/Y-6 WATERPROOF WIRE CONNECTORS ..,__,._-;-~~-scH. 80 PVC SLIP 90 DEGREE ELL •>--SCH. 40 PVC PIPE DR SCH. 80 T.D.E. NIPPLE WITH D.I. SERVICE TEE ~-TAPE WIRES TO PIPE r::,,--SCH. 80 PVC SLIP TEE OR LEEMCO DUCTILE IRON BBT SERVICE TEE FDR USE ON BELLAND GASKET MAINLINE PIPE '-----3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH -----LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX ._... ............... REMOTE CONTROL VALVE l■il•---■-■ll■--■IIII • FINISH GRADE ~I I &1 I I~ 11~111~111~111~111~111~111~1 I 1k W~1 I I~ I 1™1 I 1™1 11~" ,_I I I,, ,ill, ,ill, ,,_I I I,, ,l ~I I I~ I I 111 111 I 3" WIDE METALLIC MARKER TAPE ~I 11ill~11J1111ill111ill=1 I 0-"ALERTLIN~'PURPLELATERALNOfll'RESSURE = = = = = ~ RECLAIME0WATERPIPEFR0MIRRIGATI0NHEAD :111=111=1 11=111=1 'P'l"'""l'PP TO IRRIGATION HEAD. WHENEVER THE LINES Efff~lf 111 11i_11m111 cRossrnEPOTABLEPIPENOsLEEVEIsREouIREo. Wmilli1r II I I I I II I I 1~0--------"ALERTLIN~'PURPLE COLORED PRESSURE MAINLINE PIPE NOTE: WHERE POTABLE LINES AND CONSTANT PRESSURE RECLAIMED WATER LINES CROSS, THE RECLAIMED LINES SHALL BE INSTALLED BELOW THE POTABLE LINE IN A CLASS 200 PURPLE COLORED PVC SLEEVE, THE SLEEVE SHALL EXTEND 5-FEET ON EITHER SIDE OF THE POTABLE LINE FORA TOTAL OF 10 FEET. t~----POTABLE WATER LINE 12" -------------12" MINIMUM CLEARANCE (TYPICAL) 0 '-------RECLAIMED PRESSURE MAINLINE AIND SLEEVE CD POTABLE MAINLINE CROSSING DIMENSION A 112" TO 2-112" IN SIZE 18" 3" TO 6" IN SIZE 24" B C 12" 4" X 4" FINISH GRADE CLEAN COMPACTED BACKFILL: PER CITY STANDARD-NO FOREIGN MATTER LARGER THAN 112" PERMITTED IN BACKFILL LATERAL LINES, SEE SPECS. CONTROL WIRES, SEE SPECS . UNDISTURBED SOIL PRESSURE MAINLINE, SEE SPECIFICATIONS PIPE INSTALLATION SIDEWALK.----~ ~-~--METER BOX WITH METER /24" t / APPROX.8" 6--+---_____,.___ 12' MINIMUM NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM THE POTABLE MAINLINE IN THE STREET. 0 POTABLE MAINLINE CROSSING ~c. ~, ci c ;,fo,~:a:c,,oo,•,,c,~c ,~c, ,;, 9)~-,) .,; w· ,._,,•11•,.,·.-,ceoc·,•,cc~,.,oc, -'-'' s,e-o ,; • i---+----+--------+-----, --•·1--+--+-----------1----1 NEWPORT BEACH BONITA CREEK PARK SYNTHETIC FIELD TURF REPLACEMENT PROJECT 08/31/201.5 R I M K~8~ f--+---+--------------+-A-PP-'0--IDESIGNED cs ~ DA TE BY DESCRIPTION Ll-2.1 DRA'M-l GM CITY OF NEWPORT BEACH REVISIONS CHECKED cs DATE 12 14 15 PUBLIC WORKS DEPARTMENT SHEET 16 OF 16 LA SALUD LA V I D A PLANTING SYMBOLS PLANTING NOTES NAME LICENSE # DATE UNDER THE SUPERVISION OF: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone Plans Prepared by: C-5856(A) P_5235_S SHEET TITLESignature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT S T A T E OF CA L I F O R N IA SCALE: KEY MAP N.T.S. MATCHLINE S E E S H E E T L-2 MATCHLINE SEE SHEET L-2 GENERAL NOTE PLANTING PLANRECORD DRAWINGS \ ) lJ CONC • ( 0 0 ~ ~--' 0 \ A 102 2!/J.n \ • ' , • ' • ' • , , • • ' , , , , • , . , • • ' , • , ' • , , 0 ! , , , • , • I • , • , • , 0 ; • • , ; I .. '\;_···· ' ... , .. ,. , .,. .,. . . ·.· . ~ ' ,. ,,. . ·' ,, ' ' .. . -, ,. •· . ., .. ' > < < ._ ... V • . . . . . ,. ., . . ·. • V • > ,. > " . ' '· •, ,, . (. . . '• . , ' . , ' - ·, . . . . •' ., ', . --:--..:__·" •• " ,, ·• ,. . . -. . . ~ •• .. ••.• . . . . ., . . . ,. ,· . . . , .. , ., ·• . ' . , . .. ' . ,. . ,. . ., ' ' ,_ '. -· ' . ' t::; I ... , ... • ....... ·,•.•-·,_._ ... ,., ....... ., ..... ,, ................. _ ....... ·'---~ .>~:'.\\: •,-.:: ~~·\?: ~ ;~>--:"·~",; ~>:./ ~ .... -.~~:._;:.: ¥--·:-/ ~\,_:._;:,.\;:..{.~ \.:':'~~-\:~ ~'.: \;~:--::.,.: ~ \\::·.;. :-:~,: ,/:..;-:-:::/ t ~ j.,1 ··"~· ....... ~ ... -:······''" -:-.. , .. ' .... --.. 1, ~ .. ,-.~ .• .,_ :, .•••• , ____ ., ~--,,~. ··•=-· -· i~ ·~ ,, • ct 1.-:;:li_::2(~}\iil\~/ttfi~I~sls~\~\1~:~t}l~? }iii:::_};~l(J)~~\tf {::t;~}?f {t:r:: • 1::-/ ,~~--., -~.:' ····""·· , ........ ,.-. -•·,.•, ~--,. --~·······--··· ,.fJ. ............ _,1,-¥' _; :!·: .. ~·:··.\ :;)/~,~>}:~ ~~:-·/~ ... ~:~?-.·/.'(~:/ ,;:;'•;.:,.::•-~ (,·:.~::·>:"./:"t, ~ :~<~ (~.~ ,.~~/ ~ ._;\-.,.·-::,t.\\ ~<:-~:t~\~--,. ....,, ,,, .... , .. ·-· .. -,".,•-,.-~ . .., .. -~ ... "'' -.. --~ .. -~-.... -... ~ ... ----·· ' ~"--~ ---- '. ~----,_,.,,· "" .... , ...... _ •. · ........ INffi:;lill;fN"JE,J{o'btk" , .. , ... ,c .. '• •• ,, .. , ...... ' ~~-:~:?~ .. :":·':~:~: .. -_:~/{:':\,(·~r>;·.;., -~:>? ... ;": '::~ • -_;-----: -~,. :·: :r:i · .. ·":_(...-;.\--<~/~~-\:_\:,;":.·:·>_;:_,~- . ' , ' • 1 .... _... . < .... , . . .. · .. , ,._ • ,, .... , .... -· ,,.· .. -·:· ... , .~ ... ~t:;$!C.,'\1.IDN9'.,..... . , ., .. ·:,· ... , ... , .. "" -... ·- : , ' - . • •' -· ,. ' .. ' . .. ' . ' .,, ', .. ' ' .. •' ' ' ,. ., " -' .- -, . ' '. .. ,. ,, ._. ., '• .. ' . .. . ' ' . , • ' ' ' ' .- ' , , . •, •' RF-(By ,OTHERS) • ' ' . , . • . ' ,. . ' .. ' C-1!,J ,ANDCfl .f ~'. , . ·., ,, ' ' ' --' .: . , ., ,, .. ·'• ·, -· ' . .· ,, ,, .. '. . ' ·, ., .. • • ' -----~ • \ '·' , . '. • -. . , . .. " . . . . . f ,. ... , . • . . ' ,· . .. ,· ; ·- ' ' .. • ., .. . . ' , -. '. ' ', ' ', " .• . . . ... ---• ' , : •" .. .. . . .' ,. . .. . -, ' , ,. , ... ·- ' - ' • ., , .. . . '. ' • J' ·- '' ', ' .. ( " , '. -. ' • .. ·, •. • . ' " ' ' ' , ' ' . . ' , . ' . • , • .. •. • . . ' .. •. '•• .. .. ' .. < _, ' ! . . .. .. • .-·---. ' " , '. ., ., .. '. ,· '. • • •. .. ,. ,. . ' .. , ,, ' ·, · . ' ·' , " ' ' ,. ' .. -. ., . -' , ' • - ,' . . '. .. '. ... . • .. , -· ,' ·- . ' < -----.. ... -'"'"'.' • -, lhese Reeord Drowlnge how boilen prepanid based on the best oYGlloble Information. Whle thle Information Is bellewd to boil reliable, City of Newport Beach le not ree:poneble for lte oc:c:urac:y, nor the em:ira or omlselone whic:h moy or moy not how been lnc:orporoted Into these plans. • , • • ' , • • ,- ,· , , '. ·- . , , ' . ' ., ., .. \ . ' • • • , • • • • ! •' .. -. ' ' . . '' " • I • , • • I , • ,, -. ' , • ' • ' I • • , ' ! -· / , , , ' • , ' • --T • , , , • • , I , • .. • • , ' ' • I , , , -- • , • , • ' • , , , • 0 . ·1 . . . . . ·• , .. . .,. ,. . . ., . ,. ,. ,. . .. , .... , . .,. , . .,. . . -. . ,. ,. ,. . . ' ., ' , ' ~ \ \ \ \ \ \ \ \ \ \ \ \ __ , \ \ \r--, \ \ \ \ \ \ \ 'J' \ \ \ \ \ ---1 .. ----~ -- \ \ \ \ \ _,-.._ \ -------- ---------- ---------- -· ------.-- ) ------------- \ \ \ \ \ __ ·-\ \ \ \ \ \ I I I I I I I I I GROUNDC.OVER LEGEND 60TANICAL NAME SIZE/ REMARKS COMMON NAME SPACING . SEE . . . . GC-1 1\JRF 50D 'MARATHON II* SOD SPECS . .. . •AVAILABLE FROM SOUTHLAND SOD (e,os) ,4e,e,-55e,5 NOTES, I. CONTRACTOR TO PROVIDE HORTICUL 11.RAI. SOIL SAMPLE LOCATIONS, PER SPECIFICATIONS, FOR APPROVAL PRIOR TO TESTING . <5ROUNDCOVER VARIETY-SEE PLANTINe LEGEND LOCATION OF AGRONOMIC SOIL TESTINe NOTE, SEE THE SPECIFICATIONS FOR DETAILED INFORMATION ON THESE ITEMS. REFER TO PLANTINe SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATIONS, AND OTHER PLANTIN<5 INFORMATION. ALL PLANTIN<5 AREAS TO HAVE POSITIVE DRAIN<SE OF 2% MINIMUM ALLOY'IED . THE PLANT QUANTITIES ARE SHOY'IN FOR REFERENCE AND BID COMPARISON PURPOSE ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING HIS OY'IN AREA TAKE-OFFS AND UNITS COUNTS . PLANT SYBMOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. ---.:iirl--------' ------------I f. --i RJ r O' 10' 20' 40' IMA<SE AREA THIS SHEET • t-----+---+--------+----, •• t-------it-------i---------------j--~ 12/15 RECORD DRAWINGS A DIGITAL FILE Y'IILL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION TO ASSIST THE CONTRACTOR I SURVEYOR IN E5TABLl5HIN<5 HORIZONTAL CONTROLS NECESSARY TO FIELD CONCRETE ED61Ne, CATCH BASINS, FENCE ALl<SNMENTS, ETC. AS SHOY'IN ON THE CONSTRUCTION PLANS. ) 0 0 0 0 0 SHEET 0 0 0 NEWPORT BEACH BONITA CREEK PARK SYNTHETIC FIELD TURF REPLACEMENT PROJECT C 7 L-1.1 MDESIGN GROUP f---+---+-------------------f---+----------------1-------------------+-----------I DATE BY DESCRIPTION APP'D DESIGNED cs DRAWN GM CITY OF NEWPORT BEACH CRAIG SENSENBACH CA 2547 12/7/15 REVISIONS CHECKED DATE 12/7/2015 PUBLIC WORKS DEPARTMENT SHEET 17 OF 18 cs LA SALUD L A V I D A PLANTING SYMBOLS PLANTING NOTES LA SALUD LA V I D A NAME LICENSE # DATE UNDER THE SUPERVISION OF: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone Plans Prepared by: C-5856(A) P_5235_S SHEET TITLESignature Renewal Date Date L ICENS E D L A NDSCAPE A R C H I T E CT S T A T E OF CA L I F O R N IA MATCHLINE S E E S H E E T L-1 SCALE: KEY MAP N.T.S. GENERAL NOTE PLANTING PLANRECORD DRAWINGS ) ,, I I .... I I \ \ I I \ I I I I I I I I I \ I I I I I I I ..... i.' •. "'-d I • ' I • • • ---.. ~-- \ \ \ \ \ I \ \ \ \, \ \ \ \ \ \ \ \ \ \ \ l y I I /_,, I \ I I I \ I I I I I I I I I I I \ I I I I I I I \ I I \ \ I I \ \ \ \ \ \ \ \ ------I --------- , . ' ' . , . . -'v -_,.,. . . ' . . :V , " -----------1 ------------------------------ ' , . . . .. • ' -. ' -: . , -- ,. .. , . i . . ·""-,-,c,•yNTHETIC TIIRF !BY OTHERS) . ER SHEETS C-1;.2 AND C-1.1 ~ - I/_---------------------------- ------------ ------------ ------------ ------------ ) ------------ 4 ------------ ------------ ------------ ------------ ) F ----------- ----------- ----------- ----------- ----------- ---------------------------------------------------------------------~ -------- - ------~ ---~~ -------------------------------------------------------- -- 0 0 • oo I I I I I I I I I I I I I I f--· I I I I I I I I :1 1 I I I I I I I f--- 1 l_ __ ASPH GROUNDGOVER LEGEND 60T ANICCAL NAME SIZE/ REMARKS COMMON NAME SPACINS . .. SEE . ec-1 TIIRF SOD 'MARATHON II• SOD 5Pl=C5. •AVAIL.ABLE FROM SOUTHLAND SOD (1>05) 41>1>-551>5 NOTES, I. CONTRACTOR TO PROVIDE HORTICULTIIRAL SOIL SAMPLE LOCATIONS, PER SPECIFICATIONS, FOR APPROVAL PRIOR TO TESTINS. ® © SROUNDCOVER VARIETY-SEE PL.ANTINe LESEND LOCATION OF AeRONOMIC SOIL TESTINS NOTE, SEE THE SPECIFICATIONS FOR DETAILED INFORMATION ON THESE ITEMS. REFER TO PLANTINS SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATIONS, AND OTHER PLANTINe INFORMATION. ALL PLANTINe AREAS TO HAVE POSITIVE DRAINSE OF 2% MINIMUM ALLOV'ED. THE PL.ANT QUANTITIES ARE 5HOV'IN FOR REFERENCE AND BID COMPARISON F'URPOSE ONLY. CONTRACTOR 15 RESPONSIBLE FOR CONDUC.TINe HIS OV'IN AREA TAKE-OFFS AND UNITS C.OUNTS. PLANT 5YBMOL5 AND 5PEC.IFIED SPAc.lNe SHALL TAKE PREc.EDENC.E. A DISITAL FILE V'IILL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF C.ONSTRUc.TION TO ASSIST THE C.ONTRAC.TOR I SURVEYOR IN ESTABLISHING HORIZONTAL C.ONTROLS NEC-ESSARY TO FIELD CONc.RETE EDGING, C.ATc.H BASINS, FENC.E ALIGNMENTS, ETC.. A5 SHOV'IN ON THE C.ONSTRUC.TION PLANS. ---~ ----~ -- --------------~ ------------ These Recor-cl Drawings hove been prepared based on the best available lnfom,otlcin. While this hformatlon Is belieWtd to be reliable, City of Newport Beach Is not responsible for Its accuracy, nor the erro~ er 0mlHions which moy or may not have been Incorporated Into these plans. 0 1 101 20 1 40 1 IMAeE-~,. AREA THIS SHEET • t----+---+--------+---, --··t-----it-----i-------------j--~ 12/15 RECORD DRAWINGS NEWPORT BEACH BONITA CREEK PARK SYNTHETIC FIELD TURF REPLACEMENT PROJECT L-1.2 RUM8i~3~ e---+---+--------------+--+-----------+---------------+-------_, DATE BY DESCRIPTION APP'D DESIGNED CS CRAIG SENSENBACH CA 2547 12/7/15 REVISIONS CHECKED cs DRAWN GM DATE 12/7/2015 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 18 OF 18