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Etiwanda High School Field Imp.
DEVELOPER/OWNER FIELD IMPROVEMENT PLANS CITY OF RANCHO CUCAMONGA0A H QH1 10500 CIVIC CENTER DRIVE P.O. BOX 807 RANCHO CUCAMONGA, CALIFORNIA 91730 RANCHO CUCAMONGA CALIFOR-NIA LANDSCAPE MAINTENANCE DISTRICT NO. VICINITY MAP GENERAL NOTES SHEET INDEX 13".Luum Cy 4COQ T �` I � `.� I PROPOSED 1 I FRWY L- COVER "�`""'"" SHEET I'M « HIGHLAND • a I _ _ _ _ _ _ L-2 DEMOLITION PLAN. - - + L-3 DEMOLITION PLAN ,�; • DI GTA i . OQ� , 1. A preconstruction meeting shall be held with the contractor, city and school district prior to any work VWa ! �' ,. ; ! t . L-4 CONSTRUCTION PLAN , n I Etiwanda .•o , i L.OS CEoaos 2. All work shall be performed according to CCR Title 24 and currant City standards and the Standard L-5 CONSTRUCTION PLANIDETA1LS © ! ,A ST ' Specifications for Public Works Construction. L-6 EXISTING IRRIGATION _ PLAN " '"rlcIqu = 3. At the conclusion of rough grading, an agronomic soils report shall be furnished to L-7 EXISTING IRRIGATION PLAN LU ti,., 1 " the inspector and all such recormlendations from such a � report shall Supersede soils affendment recommendations shown on the plans. «rs,.ruor n ' L-8 NEW IRRIGATION PLAN L-9 NEW IRRIGATION PLAN s ? 1 > 4. Upon completion of installation, a maintenance period of one hundred and eighty (180) days is required prior to final acceptance of the work by the City. Maintenance shall L- 10 TREE/GROUND COVER PLANTING PLAN rfs I Q include mowing, weeding, irrigation, pruning, raising tree root balls which Settle REE/GROUND COVER PLANTING PLAN 1 0 BASE LINE below grade, fertilizing, �y proper L- T qr ng, and applying such sprays as are neves for r r care Q 2900 I and upkeep. Maintenance also includes all repairs, replacement, cleaning, and % I adjusting necessary to keep the irrigation system in good working order with proper P_1 .PROJECT SITE coverage. Commencement date for the maintenance period shall be approved in writing DRAINAGE/PLUMBING PLAN w _ �y Z _ I inspector. 0-2 DRAINAGE/PLUMBING PLAN CY s' C"Ali I 5. One controller chart shall be provided for each controller. Controller chart shall be P-3 U. N I Q the maximum size the controller door will allow and shall show the area covered the DRAINAGE/PLUMBING PLAN I : 0) I automatic controller. The chart is to be a reduced drawing of the actual as-built � MILLER � system. However, in the event the controller sequence is not legible when the drawing W ! is reduced, it shall be enlarged to a size that will be readable when reduced. The 4 i chart shall be a blackline print and a different color shall be used to show the area of coverage of each station. When completed and approved! pp by the Public Works l Inspector, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum of 20 mils. thick. The chart shall be mounted using Velcro or uh A ed equal q acceptance of work typetape.the y- hese charts must be completed and in place prior to Z f j CL ! 8 V 6. 8" wide x 611 deep concrete mowstrips shall be provided between all shrub/ground cover W areas and turf areas. j rn t \ U1 MAINTENANCE RESPONSIBILITY MAP '. 7lpplicatien•of any chemicals shall be by state licensed personnel. CONSULTANTS ZS. No trees shall be planted within three (3) feet of curbs. �+l 9. All trees are to he located: ten feet from any street 1 ight, power pole, or KM N ' reinforced eoncruLe wx; five feet from any drive approach, fire hydrant, underground STRUCTURAL ENGINEERING structure (e.g. c:atch -basins, vaults) and sewer lateral or clean-out; and three feet rc. RJM 854 Town a Country Rd. from any water meter or sewer line. DESIGN GROUP INC. Orange California 92668 Jk � "'' PLANNING AND LANDSCAPE ARCHITECTURE V=I"RAMONA&suss sw,wraoa VOW.CA.p (710!a lilt' AM RJALE �AFtJALA AND �SSO(.IATES,INC. 1i DERDISH, GUEIZRA lit ASSOCIATES, Inc. ELECTRICAL ENGINEERS ASSOCIATED IRRIGATION CONSULTANTS CIVIL ENGINEERS LAND PLANNERS 31M Airway Awmbe 2014 89PULVEOA BLVD. LOS ANGELES CALIFORNIA 8331 UTICA AVENUE, SUITE Iso Costa Me". CA 92929 901 90028 TIL.1)10.11218)477-Oils RAX NO.(211)477-2013 RANCHO CUCAMONGA, CALIFORNIA 91730 Ts"phorle(714) 751-1961 (714)987-4306 LANDSCAPE QUANTITIES CA . G� MO 0 v TURF 6249058 S.F. TREES BRACHYCHITON POPULNEUS 15 GAL. 61 `-•J w GROUNDCOVER 56 831 S.F. KOELREUTERIA BIPINNATA 24" BOX 25 Q rte.., DESCRIPTION OF REVISION -T DATE CITY z LKMAMBAR STYRACIFLUA 15 GAL. 42 �r PPROVE O � ..r w PINUS SP. 15 GAL.' 64 "mooT CITY OF RANCHO CUCAMONGA Q TOTAL � _ O AL TREES 192 >0 �v �1 a. Z 1 J > ETIWANDA HIGH SCHOOL p %MooO COVER SHEET = U W APPROVED BY DATE _ CITY ENGINEER RCE No 22397 O DESIGN RJM RECOMMENDED TOTAL SQ. FOOTAGE — 6809889 S.F. = ''` DESIGN GROUP, INC. Q .Iwlr<AM AM I.APOWAM Aac�nc rues DRAWN ,.rw....�r.......�.r.r.a.w��.r SHEET 0 JOB NO. 290-26L_1 OF--1-1— F 1 Q TOTAL ACRES — 15.6 ACRES CHECKED DRAWING NO. _ _ R.C.E NO. _ DATE _ FILE NO. F-- - W SHEET.OF._, I , x1367;3 1375 ' 13 71.4 LIMIT OFWORK L�R�r . r�N�rr� r� rw��rr�rr •r�• � ■�■:�r,sr�.�.�■�.��.r■�,r �i�rr�4��r•r�■n�rr�r•�rr���■�■r•�■�.w� r�r�Ir■�.�r���.r■rrMr�rr�.�r�l,■r � 36 t E1. 1374.91 _ 1 70 4 �..._ ._...... xr75.7 136 _ 10 x El 361.31 w 1361.8 5 1363.4 xx 1363.2 1362.6 1 x 1361.6 � � x r Ix 1364 , i Op I ,. 364.5 x 1362.6 I .a BALL FIELD INLI K EXISTING BASE , CIA SACKSTO BLEACHERS TO REMAI " 1 x1360.7. i 1363.5 r` x �r" ,......... 2 EXISTING FOOTBALL FIELD AND TRACK TO REtlAIN K 11361.5 x } - � PHASE ONE FUTURE PHASE 3 11360. `_'A �• ` �/ O �• �`�`'----- O 10 4r i rLL lil N 3 14 • ,� .� . o 1355.6 �•� .. 4 �• 3 t �• �! W 5 x1354.9 1356.5 �• • 1 x1357.3 1 \ 5 '• _� M 10 ' 1360 ` fw � •� � r. �� � � � � � � � � � r. � � � � � � ���r �� ��� ��� �� � �� � � r�M� x1358.4 1358.9` 1 �,I WA H S IN; Vii.' F: `SHF; _.. ---- -- - _ 1355- --,-- - _ - 1 Yemper., 1 LIMIT OF WORK E1. 1 50.1 1350.4 IA&Q 7 1 x1350.5 x1350.4 .1 •.1349.9 350.4 ^ r OiL'l 1 OVA^ .+ i J DEMOLITION LEGEND bEMOLITION NOTES KEY' .1-. -ERIST we BASEBALL. FIELD, BACKSTOP, CHAIII_HNC BACKSTOP 1. Rim CCNTRIkCTCR SHALL VISIT THE SIRE PRIOR 70 BID. SCALE: 1"=40' AND BLEACHERS TO REMAIN. 2. CONTRACTOR SEAIL VERIFY IA(?►TIONS OF ALL U UTIIm LINES, PIPES, R E V I S 1 O N S YON CITY USE ONLY 2. EXISTING FOOTBALL FIELD AND TRACK TO REMAIN. QAN TS. OR BOXES PRIOR 70 Y EXCAVATION. ANY DCMM TO ANY �STIM DATE DESCRIPTION APPROWED WITIAL DATE ITEMS TO BE REMOVED trT XN MMM SHALL BE REPAIRED PF01>?StT.Y AM 3MMIAZEGY AT NO ADDITIONAL STREET 3. EXISTING CH'AINLINK FENCING TO REMAIN.. COST 70 THE OWNER. CONTRACTOR SHALL NOTIFY AGENT PRIOR TO. ANY vwTEA SEWER EXCAVATIQN. ITEMS TO REMAIN 4. EXISTING TRACK AND FIELD EQUIPMENT TO REMAIN. 3. IIJCATICNS OF aoN�-TR lM N E[�'S: LIGHTS, SIGNS, vEl'lTs, HYDRANTS, TRAGRO a oR,►.N ETC. ARE APf�Q�ATE. SPALL Narn?y OWNER'S AInHRIZED TRAFFIC n"L CHECK 5-, PORTABLE SOFTBALL BACKSTOP TO BE REMOVED BY SCHOOL DISTRICT. IM®IATa'Y S[D[IID ZHE LOCA?IQN OHF RISE IZg!!S INT E WI'II3 ZINE R w W pFJOPEt EXDalTZO1 CF HIS III M. Z .6. SOFTBALL BACKSTOP AND ALL RELATED BASES AND FIELD •DELINEATIONS AS coNsT O TO BE REMOVED BY DISTRICT. 4. CCNTSt erm SHALL LIST, ON HIS PNMT MATlNtM QARAN=, ALL B MWM 'IIIEs4 TW WILL H&VE V= PEPdK M W17M 6' OF 'IIBW. THESE PLANS WERE PREPARED BY' FOR PFWATE USE � 7. SOCCER FIELD DELINEATIONS AND RELATED SOCCER EQUIPMENT TO BE �M awnAL DATE Q REMOVED AND TURNED OVER TO THE OWNER. 5• t SHALL IM��f�11TFLY MMwlFY OWNI IF FIELD O0N=ONS VARY Piir![ 21HOW oR� - 1�� CN.7HE PLANS. DESIGN GROUP,INC. _ 8. STORAGE UNITS TO REMAIN. AM M0 CHECKED a 6. ANY DA,MAiGE DONE BY TW OOTRNIIC I R TO EX STIM FLAW IIRTEPIAL OR HARDSCAPE NAME DATE � 9. PORTABLE BLEACHERS TO BE REMOVED 9Y THE OWNER:. FM4ERT5 THAT ARE TO FAIN SHALL BE 1WRI ® OR REPLACM BY RHE AT LICENSE NumBER FILE ND AmmcmL °0v TO RHE OWlw. CITY OF RANCHO CUCAMONGA O 10. AEMOVE EX19TING A.C. RAVING. 7. ALL DB4X=CN ITEM (DELIS, TRASH, VE12M MON, DELErHMM M1ITFRIALS, ETC.) COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION 11. EXISTING TREE TO REMAIN, TYPICAL. NOT R�(TII2ED FOR FILL SHALL BE REBID FKI THE PFCOB:T SITE AND BE DISPOSED CF' It . - ..q. ACOORDDiG TO LOCAL aoDt�s AND R�TICH S. NO 1B3BBISH Cit EBWM SHALL � eta ""� ETIWANDA HIGH SCHOOL cVr) 12 EXISTING FESCUE-TYPE TURF TO BE REMOVED. SPECIFIC AREAS TO BE DETERMINED ON SITE. _ AND DESIGNATED IN FIELD BY CONTRACTOR.-AREAS OF FESCUE tURF REMOVAL TO BE ,8,E ?RRIC�►TI� SYSTEM TO BE R� SHALL BE DOW UP . TO THE POS OF SHEET TITLE 0 e• DEMOLITION PLAN APPROVED BY CITY REPRESENTATIVE PRIOR TO REMOVAL. NOTE: EXISTING BERMUDA TURFTICN. GG'TCR.SHALL II"S'D,IL A I� SIY.E Git�'TE VAIJi1S D� A Qi1liS VJAI>fiS BOAC _ TO REMAIN AND BE RENOVATED PER LANDSCAPE SPECIFICATIONS. FOR IRRIGATIONC J .TICN. D APP110vE0 Q 9. AIL PWIT MUSRIAL IN AMS Aff TED BY ��Qi AI"D/1Qt NEW! CQ141AA3'IAi SANE BE H AMM )I OMLLY UNTIL MWIMUT21 SYSM IS. SEFRUM. DATE 7fellol COMMUNITY SERVICE AN DATE CITY ENG EJ1 Q 1.0. J AIL QEx9D S[RF'XES Wi lERE: Q OUNDOO St HAS BEENRINUM SHALL BE GlfJWW ASO " t I smw L-2 of MOMU TO A CrxzslsTE GRMZ HhVDIG NQ TO TIZ OIF DATE NADINE o�Icu►L IM l� APPROVED I DPJWP4 DATE CITY PLANNER ............. W 11. ALL DFlKXMCN ITEM BALL BE VRIFlED WITH 7M ETINMNIDiA HIGH SCHOOL SHEET __OF_� PRiat W SAL. - -- -- -- - -- - - -- - - = - - - - - -- - = - - ------ ---�; DEMOLITION LEGEND DEMOLITION NOTE 1 1. EXISTING BASEBALL FIELD, BACKSTOP CHAINL"( BACKSTOP 1. THE C1ClTIRAC�CIt S'EAIL VISIT TIS SITE PRIOR 70S QTT'ING BID. 1 ; AND BLEACHERS TO REMAIN. r 2. CLNIRAL'ZCR SEALL VERIFY LOCATIONS OF ALL [TPIIITY LMiF.S, PIPES, —_�,�, �■,�. .� 2. EXISTING FOOTBALL FIELD AND TRACK TO REMAIN. VAULTS, OR BOXES PRICK D 10 ANY EXCAVATICIN. ANY DAMAGE DKXW TO ANY EXISMG 1 ' Q76T Zl� THE CANER. CONTRACTOR SUTILITY ELEMERM SHNLL BE �HAIDLL NOTIFY-UNDERGRROUND AGEY AND NAT NO T NT PRK�i�NAL ` 3. EXISTING CHAINLINK FENCING TO REMAIN.. EXCAVATION. 1 4. EXISTING TRACK AND FIELD EQUIPMENT TO REMAIN. 3. FIXATIONS OF CONSWCTICK ELM'S= LIGHTS, SIGNS, VERrS, HYMANIS, ' 1 TRANSFFO�, EIC. ARE APP%MCLMATE. CCKIRALZCR 9AIL NOTIFYC�ME[t'S AUTHORIZED 1 IIT�IATELY SHOULD THE ID(ATICN OF THESE ITEMS IIS WITH THE • 5. PORTABLE SOFTBALL BACKSTOP TO BE REMOVED BY SCHOOL DISTRICT. FROIPER EXBOLIITCH OF HIS WORK. ' 6. SOFTBALL'BACKSTOP AND ALL RELATED BASES AND FIELD DELINEATIONS 1 M TO BE REl`IOVED BY DISTRICT. 4• ���� SEAIL LIST, ONHIS PLANTM��' aMAMM, ALL �S � ZItIf� THAT . WILL HAVE WORK PERFC16M WITHIN 6' OF TRUNK. 1 7. SOCCER FIELD DELINEATIONS AND RELATED SOCCER EQUIPMENT TO BE . 1 ' REMOVED AND TURNED OVER TO THE OWNER. 5. CQ'TITiACICR SHALLII'!IG®IATEi,Y NOTIFY CMZ IF FIELD C>C�DITICltS VARY Fii<?I THOSE 1 SHOWN ON THE PLANS. 1 S. STORAGE UNITS TO REMAIN. . • ' ' 6. ANY DAMAGE DONE BY TEE CON`ntACXI2 TO EXISTING PUkW MATERIAL OR TARD9('11iPE ' 9. PORTABLE BLEACHERS TO BE REMOVED BY THE OWNER. E1092M 7HAT ARE TO � BE OR BY THE � �� AT AMITICHAL COST TO THE 10. REMOVE EXOTING A.C. PAVING 7. ALL D9EItiDLITIC�1 IT'IIrIS (DEBRIS, YRAiSH, VDGET 11. EXISTING TRREMAIN, 'ATION, DIE MM IMUS MTERu S, ETC.) FUTURE PH ' SE _ . . 1 EE TO REMAIN, TY P I CAL. Wr It FOR FILL SHAILL BE vvw FIS THE ,T SITE AND BE DISP06ED OF AC�O�DIrIG TO LOCM, Gt'1� AND R�ATZONS. NO NISEI OR DEBRIS SHALL BE FxIiNFD 1 1 . ' CN SITE. t 12. EXISTING FESCUE-TYPE TURF TO BE REMOVED. SPECIFIC AREAS TO BE DETERMINED AND DESIGNATED N FIELD BY CONTRACTOR.-AREAS OF FESCUE TURF REMOVAL TO 8E S.• TIE: IRRIGATION SYSI�3i TO BE RAID SHALL BE DONE UP TO THE POINT OF SCPION. OOMIRAG'ICR SHALL INSIERLL A LINE SIZE GATE 'VALVE IN A GhTE VALRE Imo( APPROVED BY CITY REPRESENTATIVE PRIOR TO REMOVAL. NOTE: EXISTING BERMUDA TURF_ PCR FUTURE IRRIGATION Ct�(.TICN. TO REMAIN AND BE RENOVATED PER LANDSCAPE SPECIFICATIONS- 9. ALL PLANT amu, IN AREAS AFF'HCTED BY DEMOEMCN AND/CR NEW !I nw)=w SHUL BE WRTER D IANLAILY UNTIL THE IIiRIGATICN SYSL'EN IS laWAIRED. � 10. ALL GRJ[!® SURFACES WHERE QROUNDODVFlt HAS BEEN R247VBD SAIL ER QiUIBINED AND EROX0HP TO A CONSISTENT CP" HAVING NO IS I ZMEARITM TO THE SATISFACMON 'CF TIE LANDSCAPE ATXHQTH=- 1 � N�( , 11. AIL, DEMOLITION ITEMS SEAiL BEv� WITH Tim.ETIWANDA HIGH SCHOOL EXISTING BASEBALL FIELD. CHAINLI � PRIaz TID amu'. BACKSTOP a BL.EACHERS TO REMAIN �♦, � • 1 • - `ram MGM amamamIMom @Me=am*MGM a—$Me — amaMemlMGM N f N = N W NW V a. Ir J W • � J i Jat OL A 4 v w ` ui 4 E} N� BUILDIN S T REf IAiN jSTI ' I I f j E ISTINP BUILDINGS TO REMAIN j I cc SCALE: 1 "=40' ji R E V I S I O N S FOR CITr USE ONLY APPROVED DATE oESCRPT1oN ► I ( — EXISTING ASPHALT TO REMAIN � STREET WATER SEWER j GRD & DRAIN ` 1 TRAFFC FMIAL CHECK - R w Lu X11 AS CONST. z 0 r THESE PLANS WERE PREPARED BY: FOR PRNATE USE w i IMRIAL PATE I i DESIGN GROUP,INC. DP.WM _ y y NAGE DATE LICENSE NIAASER FILE CITY OF RANCHO CUCAMONGA 0 COM SHEET TITLE SERVICES DEPARTMENT: PARKS DIVISION PROJECT N"* ETIWANDA HIGH SCHOOL U u� - DEMOLITION PLAN 0 • _ D ARROVEO DA 22,p COMMLIr Y S MANAG"M DATE CRY ENGINN A *'1 APPROVED SHEET L_3 Q DATE BtLDNC OFFICIAL OF APPROVED DP.^% dG NO. DATE CITY PLANNER W k SHEET OF- X ............ i-7 LIMIT � ORK . NJ AMELIAM _7 13 E 7T 13612 1 ON I.E 1374.91. An&_ - iii 75.7 . ..... 0100 map NEED momm, 10, 12 x SOFTBALL FIELD 200' x1363.4 A 1363.2 6 • 15�) )CCEF-, FIE, D 195x33() ASEBALLFE .............. ............... ............. ........ -'1364 1362.6 .5 x 1361. + c 3 . • ps L 360. x 1361.5 x K PHASE ONE FUTURE PHASE. a: 01 LL 0 0 JF 91360.4 1361 =E( t cy N j ' -/ i \. ��t_�F ESNIE' ! L. L L.LJ *4V* T 1 x 356.6 -4 tj f4A Ilk Cp uj TYP. rn :k 2 TYP. 1 p n6. # 8 0 LAINaLL F:jLLL2Q F 2 0' 5 TYP. x 357. 19 Vb . ............... A 4'-Om. TYP. • 9- #36n m m M.m M m i 1358.4 1358. -1: TYP. SEEN,Millililim�ONE,IMER 4000 400'NINO ANNNNN"NNN ammo NNN' 1355--- NNN'NNN'NNNN' NNN'NNN' SEEN'�MEMO INEW INEW GIMENEENNONS NEED MONO WOOD o Imploi Ali w \b. LIMIT OF WORK 13 50.4 1A40 7 1350.4 1350.5 11350.4 ..1349.9 CONSTRUCTION SYMBOLS CONSTRUCTION LEGEND SCALE: 1 11=401 1. .'CON_ C1WfZ SIDEWALK, TYPICAL. SEE DETAIL A# SHEET L-5. 16. TURF VOLLEYBALL COURT- R E V I S 1 0 N S PW OTV USE 00&'( ALIGN OF LONG JUMP- DATE DESCRIPTION APPROVED WWW DATE 2. SOFTBALL DUGOUT/BACKSTOP LRYOUT,TYP. SEE DETAIL B, SHEET L-5. 17. FUTURE LOCATION STREET L"T OF WORK- WATER SEWFR 3. DRINKING FOUNTAIN ON CONCRETE PAD WITH DRAINAGE SUMP, TYP- 18. PERIMETER CONCRETE PAD AT RESTROOM BUILDING- GAO & DRAW SEE CIVIL ENGINEER PS PLUMBING PLANS- 3L9. N= ASPHALTIC CONCRETE PAVING_ SEE CML RMGIMZZR#S PLUMBING TWFC - TOP OF SLOPE fro"L CMECR 4. 4w DEEP BRICK DUST INFIRM (604 CRUSHED BRICK - 40% SCR== PLANS. it w LLJ CLAY) . AS WNST. z BRICK DUST 0 SEE SPECIFICATIONS, THIS SHEET 5. EXPANSION JOINT, TYPICAL. THESE PLANS WERE PREPARED BY. FOR PRIVATE USE uj 6. IN DEEP CONTROL JOINT, TYPICAL. SEE DETAIL A, SHEET L-5. WITIAL DATE 0 ASPHALTIC CONCRETE PAVING Rim DESIGN GROUPt INC. DRA" VLA�AM----A!■1� 11 1 7. RESTROOK BUILDING. SEX ARCHITECTURAL PLANS- CHECKEO • CONCRETE PAVING NAME DATE a. QUICK COUPLER IN VALVE BOX (DONESTIC WATER USE) . SM CIVIL FILE LICENSE HLOMER ZMGINZZR#S PLUMBING PLANS. BRICK DUST SPECIFICATIONS 9. FUTURE TENNIS COURTS. (N.I.C- ) CITY OF RANCHO C_ UCAMONGA 0 60%CRUSHED BRICK COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION 0 40% SCREENED CLAY T_ 10. FUTURE COURTS. (N.1.C. PROJECT NAME 41ST NRIOK OWT C DEEP IN B44ELD ETIWANDA HIGH SCHOOL MARKETED AS'ANGEL DUST'OR cApmovED EquAu Byt 11. STADIUM SEATING- (M-1-C- ) CORONA CLAY SHEET TITLE (714) 737-:5"7 12. EXISTING TREK TO REMAIN, TYPICAL- CONSTRUCTION PLAN SIEVE TESTS AS F<XLOWS.• 2.3. EXISTING nASrX.ALr, FIRM, C[MNLINK s-%ACXST0P AND R!2RCHERS. Atr MIN."I& PASSING THROUGH 915MM STD. SIEVE MIN.65% PASS04G THROUGH 500 MICRON. STD. SIEVE 14. RXISTING FOOTBALL FIRM AND TRACK- MIN. 3D% PASSING THROUGH 53 MICRON. STD. SIEVE DAft'211120 COWAJNTYQRVICES MANAGER DATE CFTY ENGNIfA .03 EXTRACTABLE CALCIUM BASED ON DRY WEIGHT AND UWQM IM QF SOORM ACETATE EXTRACTING SOLUTION. 15. EXISTING COURT. APPP*,/k SHEET L-4 Or 11 DATE SMDW. OFFICIAL wm� 4-O.-W 3" APPROVED DPJWANG DATE CITY PLA;N_m_ w SHEET OF...- a G 'WX CKm#AL lrK FEACe - -- " ", v' 'LIGE LA•#�Y/�f$CorIS . 1'Ll+I !'�[ w r.. ,. rfs w w w w �a r. w �r f•r .r r r.w w rr w w� �r wrr w �e Er! fr w ` Dc41 KT t�i�Tiarl. �—SEE PLMI FOR OVERI►LL L.E1�16T1♦ V J c�a� R��6 , 2' z *"�.9 lllf ay ' ce G.L.. � C^s-+.4 situ►,e�M ` r ` Cflcow RrY,11 Ta�L.�t7�. Exfle.N�ioN JdrIT�, T'A'P r • " �l rl?4Am WL.Go bOFTtK-A_ rr • . as s,w.I�sTsc�r+-) r�-5 � .�r�ra•IoItS w IAM M MAIN sr sa a i - 14'Lave a*c p`a zone mom0w 100 P1Z, W,/205 VA I --� ` iV►R To MPP L.0 I , t FI S o C f^NOLE DIDI�GTIo THIS SIItET 41OFG FIKI'1 &mrl ( I 1 !-"wot m K&vlLb a' b' 8' ALLIMINUH t��s W-WoH �� '- " O° .rata e.C.S1er pY LA140%A E STMArTUKEMb/ ` I.1�11gN GI@A+OE 3 Rem Ni 18 oc. yo•.,oa m.c.wx ME'UGo POKGe sops RCIrarr!rwafnewMoes nNr Ir'ra he;1, U6TOTAl.) • r GaOT R .1. WDLL P'CR GlrrtltW� " • . 4► CaL1C. o. Ta... O'C"1dr a"oeN� rlev�+oroor+ W Cowrmov TJOL W eamcm•s'.e"arc- • I r «.NrJ SEL'd�CN5�'LAVA r p�rw. "r�"r«�.•o RIw..rx j . im- �\ To"D I U N I I ' q�lll t j • \ 1 w�cal� To �o 4WD .11�Tf. FUTURE PHASE % . a taw rlw rka r-r�JNT�N orl GONG. . . r v 1Y1° Trx"v c1oIr1T t tE Mri�ME, . � ��LotttHGN�WIoNs. - - -.._ wIRn- cork. u/A 4c H 5EE DC A,lfll�7 5*1'�• r Tyr .. ` t+ GE�P c9 2 PL�►Gg TE PAVING SECTION A CONCRETE - I CONSTRUCTION LEGEND / \ \�YoUT � ' 1. CONCRETE SIDOUJA, TYPICAL. SES DETAIL A, SHEET L-5. 2. SOlR'BAIs. DUGOUT/BACKSTOP LAYOUT,?YP. SEE DETAIL B, SHEET L-5. \ �� / 3 ON WITH E / \ '" _ _.L,_~_,, -_..'. _ _ ,.._.._�:_ ..�.. .-- ._. ___..._.._ DRINKING FOUNTAIN CONCRETE PAD III DRAINAGE SUM, TYP. SEE CIVIL SNGINZZR•S PLUMBING PLANS. •V QD GALV ►►/E STRINGER 4. 4• DEEP BRICK DOST INFIELD (60% CRUSHED MICK - 40% S� BETWEEN Al". ( CLAY) . f! OA Ely GALv. TOM LI OF NK AMCKE AkR#C ON TOF f, w i 4 • r af /'is T>�11 f11 w V !C a Ir T.Tt.T. T Ti'T Ti 1 MW f WW T�T�T Ti-' a [�r M 7 ■M i f• 7 VW f W'W I'T�'Y1rt�'\I� BRACE 5. EXPANSION JOINT, TYPICAL. N 2 W ` r t , , _ 1 - � 6. 1" DEEP CONTROL JOINT, TYPICAL. SES DETAIL A SNEdT L-5. s�;0 GAIv rrrE O � � 1 � � � �•—,- � � �.." i , / OVERHEAD ARM � lVQD.GAtV IIIE RAts s t ! I SEE ARCHITE('TURAL PLANS r 7. RESTROO![ BUILDING. - TM FRAME JOW !V QD N G EVERY MVO E. IAIYb J B MGIl1E I f S PIAMING PLANS Y (DOME.S•1'IC NATER USES . SEE CIVIL FACTORY WELDED AT ONE 4iIVGAty TENSION 1 � `\ � � MVTERNAL PIPE SLEEVE 1 4 •w1N %-"SET SCREWS. AND OVERHEAD GA/V. AIIE h I I t END. JOMS SECURED ARCHESPAR , SASE IASE ARCH. '� V I 9. FO'1SlRS TENNIS COURTS. (M.X-C-) Z wMs+GRADE r tares 10. FUTURE COURTS. (N.I.C. ) _ t _.. _ ._ r l ►r' '+w :'. CONCRETE A00VAI 1R • F STRIP (OPTIONAL) a 1 i � 11. lZT1ZJRE STADIUM SEATING. (N.I.C. j rte_ �. FooTllrc REoo ,Ad MSS@Wf&V.c„o..r• TN a w A i �;• IVOO FACTORY WELDED S=0 QC. TYR n.w rooi„w• sit,is j INTERNAL OWE SLfE J �__....._ -. LL 2 '` - - -- I 12. EXISTING TREE TO REI�(A3[N. TYPICAL. , Q NCAETE It Vi W _. P AND A 11N t N .... -�. -- z_ AawlNo STOWWEDGE 1 3 _. _ ___. ___. _ __ , _ . __ BASEBALL FIELD, CHAINLINK BACKSTO •�'+,�;aAty ssl ANGLE 13. EXISTING B�►S ; -.�:-ANcnoR sou CRs co . t res Fut WELD To SASE ANCHOR FOR USE w Or MAN PDOI/MG ANCHOR i• $'-O-OC-CENTERED 14 EXISTING l�OOTBALL FIELD AND TRA�t.7C r ARCM-INDTYP &ETNEEN RLS FOOii 1 •r 15. EXISTING COURT. ... ;.: ..._.._.. .x t I.G. TURF VOLLEYBALL COURT. r-r olrL X I S i t�4 G U I L ;NGS t TO E M A '� 17. FUTURE LOCATION OF LONG JUMP. L E 18. PERII�TETt CONCRETE PAD AT itE.4'1'i>oQ01[ BUILDING. SOFTBALL DUGOUT/BACKSTOP LAYOUT B r 1!. NEM ASPHALTIC CONCRETE PAVING. SEE CIVIL ENGINZEIR•S PLUMBING MANS CONSTRUCTION SYMBOLS ING UIL ?tNG TO Eh�` r 4N ALIGN xIS $ ' J � ' _ 1_.._____l •••• LIMIT OF WORK- TOP ORK•TOP OF SLOPE SCALE: 1”=40' BRICK DUST R E V I S I O N S .oRCff use s SEE SPECIFICATIONS, THIS SHEET D,�, „PSD l"ffm oAT�• 4 x STRE T ASPHALTIC CONCRETE PAVING ""TERSEVVER E GNO a DRAIN • . ..; ..•. TRAFFIC _ ___' . . • • ' CONCRETE PAVING �CHECK G It IN ' BRICK. DUST SPECIFICATIONS �� � loll atu*ED 9RICIC THESE PUNS WERE PREPARED fh% FOR PRIVATE USE 1"SCREENED CLAY INSTALL ww* Dusy r DEEP IN MIFIELD RJMDESI INC. DRAWN MARKETED AS'ANGEL OUST'OR cAPPROVEO EQUAU BY: RAAMO�iANNICAMA�ncvs CHECKED CORONA CLAY ........................M (714)737-5667 NAME DATE LICENSE M MAdE11 FILE -E �► t _i _ ___ _. - SIEW TESTS AS FOLLOWS-. CITY OF RANCHO CUCAMONGtA J MIN."S PASSM THROUGH'PUMM STD.SIEVE purr•ss%PAssNc TH+�oucH B000N.sTo.SIEVE COMMUNITY SERVICES DEPARTMENT: PARKS DMStON -----J 14tH. �PATSM THROUW S3 MICRON.STD.SIEVE AS EXTRACTABLE CAUCR)M BASED ON ORY WEICi-IT AND P110JECTNAInE - _ 'LITLffWC VW OF SOOWM ACETATE EXTRACTM SOLUTION. ETIWANDA HIGH SCHOOL ` - uTm CONSTRUCTION PLAN & DETAILS _ APPADM pq ?- Y wTt ar•E�o11a APPROVEDt -1� •� wav 5 CR —..M... ,o. .. DATE - MLDE�Ki � APNIOVlD bPAWW4 00--- 0r� CITY PL SHEET.-CIE...- ' 162. '375 1371�4 LIMIT, OF 3VORK a qw&MNLA�B'NOq Rim"so a V1111 a 11110 111110 a. MR ■ 401060115 a me m a me mom Imam I = a m a m I Mo memamemome�9 mamomf•ima r .71 .................................... E 374.9 0.4 WINS�"Pilitommoun�11000 go, 75 ONE*OUR 40111111111 10 _ - %..f I. 1361.3 —ego x IB13 I OPP L 2 136 11363.4 11353' 2 2 2 364. 6�42 17 4p 36 2.6 I R / • 1 1 - 13 r iBI5 i B L too , , 6 3. i / x136 t coo. Y1 14 D I I L ? L - __ PHASE ONE fUTURE .PHA$E. D 10.1 13 cr- t 0 .......... ' � �' '�� /i� � ` / ..; v 0 LL A I ... ...... ............... 4 �7 1360.4 _j ' l ' _ _ ............. 40000 ..........I LL 0 Ic 18 4 36i 5 CY LL uj tv 135 56-6 uj X & M *N* 0 4 uj ,A LL V, 05 , k %a 'k I — _� 2 2 �I t' 1 �• w r• _ __ . _ t_ 9 .1 I'll r 4 4.0 L x 13 - 57.3 _ 7 *0 0 conno....molim m =1 I gool M m m man vain anot voluim m m m vine M gain m m M m 4001 M M 4001 M m 40,81m an PA V4! oet Jk—1 101 owes,QI 7 mod�mome ■ OWN 0100 of g000p w Follow m*JIII ego t LIMIT OF WORK 1350.5 x 5L. .4 134 7 i . uA EXIST AUM CONTROLLER Uslo EXIST AUTO. CONTROLLER " cc SCALE: 1 "=40' CONSTRUCTION NOTES R E V I S 1 0 N S w_*4 E ONLY DATE DESCRIPTION APPI OWTIAL DATE I Off AND CAP EXISTING UHL STREET WATER SEWER GRO & 0RA*d 2. REMOVE EXISTING HEADS AND EITHER TURN-OVER TO-OWNER OR REUSE. TPI FINAL CHECK A w S. CHANGE EX1SnNG 180 DEGREE ME" TO 90 DEGREE. "CONST. z GENERAL NOTE - I.- 4. REMOVE AND REUSE EXISTIING HEADS, PLUG OUTLET. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE uj RJM WMAL DATE CONTRACTOR SHALL MAINTAIN A MAXIMUM OF 62 FEET SPACING ON FULLS WITH A MINIMUM OF 55 FEET. DESIGN GROUP,INC.- DPA" 111. CHANGE EXISTING 100 DEGREE HEAD TO 360 DEGREE. BACK-TO-BACK HALF HEADS ARE TO BE A MAXIMUM OF 32 FEET AND A MINIMUM OF 25 FEET. ALL HEADS PtANIP01 AM:.L"=W Al C"ECKEID ADJACENT TO MOVED HEADS SHALL 89 ADJUSTED TO THOSE TOLERANCES. KMAE DATE 6. EXTEND PIPING TO NEW HEAD LOCATION. LICENSE NI FILE CITY OF RANCHO CUCAMONGA 0 COMMUNITY SERVICES DEPARTMENT PARKS DIVISION 0 ?. RELOCATE EXISTING HEAD. PROJECT t4mx ETIWANDA HIGH SCHOOL I. CONNECT TO EXISTING PIPING. SHEET TITLE EMTNG FVVGATK)N PLAN 9. IINSTALL NEW REMOTE CONTROL VALVE W EXISTING MAK SURVEY DATA PROVIDED BY: XOPPVaD AFFFA)VED 10- IINTERCEPT EX39MG CONTROL WIRES AND EXTEND TO NEW LOCATIONS. OLYKNC LL"_4_tk 96&. A10' DqE Z__1_10 COWI;;FVaS MANMM PATE Cff Y EW&IONEW z a"4 11. APPF4 DISCONNECT EXISTING REMOTE CONTROL VALVE AND REUSE FOR NEW. SYSTEM. ASSOCIATED IRRIGATION CIm DM 6VED SI OFFICIAL SHEET -LdL OF 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA 00026 TE-11110.013)477-064 FAX NO.(213)477-2813 119APIP11410SYSTE1141 0=9411410WO APPROVED DRW IMG No. Ile— _j L DAM CITY PLANNERw SHEET- OF. � r r rrrrrr ��rrrr — rrrr �E� �r � rrr � rrrrrrrrrE�rr ; r � IN �D7 I' L_ ► 1 1 c 34 _ ! FUTURE P �► . . D \ ! I F64 I It U L"1 j. ; i 1 i 1 D I 11 ui F- - � .. � • •�r 1 rr• ...+.. «r . ..r•.fr�t• crit. �.r��r. �.'�.•. . .r• .�. +r• " • ..�...r• ..r. .r.�..�....r. .�..«�... ...�. ....•... ...�• '1 r, L I � I z I i o..._ ._ a v o q L <> —+ —o-- co k 3 e - CONSTRUCTION NOTES ... ...- - �_`_.. 1 CUT AND CAP EX,',TENG LINE. t2 HEI,AOVE EXISTING HEADS AND EITHER TURN-OVER TO OWNER UFi REUSE. t s CHANGE EXISTING 160 DEGREE HEAD TO 90 DEGREE. E �---J - REMOVE AND REU'�E EXISTING HEADS, PLUG OUTLET. :j CHANGE EXISTING 180 DEGREE HEAD TO 360 DEGREE. v EXTEND PIPING TO NEW HEAD LOCATION. Ir RELOCATE EXISTING HEAD_ H n CONNECT TO EXISTING PIPING. SCALE: 111=4A 01 y INSTALL NEW REMOTE CONTROL VALVE IN EXISTING MAIN. R E V I S I 0 N S KA CITY USE ONLY DATE DESCRIPTION APMiOMEO wrTIAL 0ATt. t 0 INTERCEPT EXISTING CONTROL WINES AND EXTEND TO Nf. STREETWAT W LOCATIONS STEp SEWER GAO i DRAW TMffC DISCONNECT EXISTING REMOTE CONTROL VALVE AND REUSE FOR NEW SYSTEM. TPWFFw"LCHECK a w (JJ AS CONO. Z ., O THESE PLANS WERE PREPARED BY: FOR PRfVATE USE w ^ '' rf offn*L PATE V J DESIGN GROUP,INC. DPJWlf Q W ! FLA .n.LANOW...aCHECKED a GENERAL NOTE � D�►TE~ LICENSE NUMBER FILE C �r.TRACTOR SHALL MAINTAItJ A MAXIMUM OF 62 FEET SPACING ON FULLS WITH A hIINiMl/M OF 55 FEE ' CITY OF RANCHO CUCAMONGA 0COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION BA i%-TO-BACK HALF HEADS AHE: TO 6E A MAXIMOM OF 32 FEET AND A OF 25 FEET ALL HEAL , Ai?.,aCENT TO MOVED HEADS SHALL bE ADJUSTED TO THOSE TOLERANCES P110JECT""''* ETIWANDA HIGH SCHOOL U SHEET TITLE U K V E Y JATA PROVIDED BY: �C STNG TION PLAN D APPFIDvED cxymC m=m=c7za rm DATE�/� _ CO ""TYSqfAMSMANAGER DATE CITY ENGINEER Z A330CIATED IAAIaATION CONSIILrANTSUWAiiimlihn APPROVED _ Q 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIAIA DATE . BULOSr(` OFFICIAL *q" OF 90026 TEL NO.a1�e77-BS!• PAX NO.�11i)477-0613 MAMMSTSTEN 0= • •001lMdMM APPROVED d1l.NM1G NO. ��� DATE CITY PLANNM ui SHEET- OF. 4 LIMIT 0� WORK _7�' •EW"oniaone•mks sonesso@MeI'@dam,ow■tlel=Adam/=@rasiisilmaam@i■son amSAME lan•mEr1ssoL ■�1�d��s• amaape me nosp1mesonesso ••• +s . .w. . ♦ . +�• • • , • wr • • r .� . r • a. , 4M - rri ■ rr , ,W tw ■ ..r •r . . r ,.w , o w a � r a.• • o" • mo , . a .w ..w -w .w a. • ,r, . w.. . . « e.« .rw , .r.• : •.. . %.A. .% 1 • ;r ell �� Via.:�iii i�..•w��=='� _� `.�-- ,.� —c: ,r--�_� �-.,, - GENERAL NOTES _ — ' 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY x----- X X— r- , • } EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE PITEMS r , B 13 SA N 011TS10E SUCFI/1AEAS FOR PURPOSES OF p.l1RIlY ON.Ya L ALL SOLV% NT SHALL BE SELECTED AND NSTM=N ACCORDJ�NCE f I �r t ` . - wRH SECS.APD COPfSTR4JCTION DETAILS.SEE SHEET L l — __ - _ _..... ._.. _. - z FOR DESIGNATION•SEE LEGENDON SHEET NGL L -e sYMeol _ / r I -L WHERE PRESSURE REGULATING VALVES ARE USED;VALVESARE TO �• BE ADJUSTED FaOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWNQ, 1 � x614 Tr I N I •� L ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS.WALKS.AND ROiAD- I I 8 WAYS BY N�IVQUALLY ADJUSTNtG SPNKLR HDS AND CONTROLWILV'EN COI�fTRACTOR S ADJUST ._ ____ _ - ` r ,.' _ 1 LOCATION N THIS AROF EXIS ES IF �1 L—J ,- I (� !•4 .. —� i. AREn THAT NEED TO 8E DEFNJ® IN OROEaTD D�ExACf"'"'� • LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE NSTALINO i I x ' I 1 , CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO NSTALLATIOK • Z' • B I ' BLZI ; 9i '• ES.AAS WILT DRAWINGSDINSF�LBE UPDATED OWN DALYYBBASIIL 1 1 a ( , NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUTTHESE DRAWIM& �.` "1 ! AREAS RECEIVING'AN IRRIGATION SYSTEMA SHALL BE REVEIAIEDAND • C.,� ''�' .,r— _—'1- �Y VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACYOFSIZE 1 I I-�/ % 1 AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD I w PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE SROUGHir ••• ••• ` t M H THE N CONTRACTOR BEFORE INSTALLATION. FAILING TO AOJUST- I'T MlENTS REQUIRED. • I I I 1 1 r ` r _ - • I • PHASE ONE ♦ �UTURE PHASE of S �• LL —� �► • , ' � �� .O V8 + �' r� � r � - R 4 Y U. AWA 65 •� C19 : FBWJ ' w o uj �! 4 8 820 W 1ACT, - pLL ir w 1' ' \ L� - -.. - _...._. ✓; '? , '. Www .w. rr ... +w .� r ww . Lir rr .r. +r. <,. «r ,rr ...� ,� cru ««r� .w .�w i �r iwiw �• i .w ,i irr +� r •rr w �rir r•�+r r� .� r r • � �������������������i ����i�� ......... -_.___._ _.���������� F '.tet' AL • LIMIT OF WORK f CONSTRUCTION NOTES EXIST. AUTO CONTROLLER " B" ., Cr/t�TRCt_L_ h "'C ♦. CVT AND CAr MUTING LINE. - -----= SCALE: 1 "=40' R E V I S I O N S POR CITY USE ONLY GENERAL LEGEND SPRINKLER HEAD LEGEND �, ��q,�r,o,, „moo ,�T DATE 2. REMOVE KXWTMIo HEADS AND EITHER •TURH-OVEII TO OWNEII OR IIEusE. STREET SYMBOLS DESCRIPTIONS MANUFACTURER b PART NO. REFERENCEWATER SEWER SYMBOL ARC RA TRJ DESCRIPTION PSI GPM MFG. BODY NOt. REFEREI cao a auN+ !. CHANGE E7gS71N0 tA10 DEGREE HEAD TO 90 DEQAEE. �' •.�w47, EXISTING PRESSURE SUPPLY LINES CLASS 200 P.V.C. 90° 55 LARGE U1WN ROTOR HD 50 10.30 RAN4BIFiO 47-A >iA/s4 DETAIL N0.3 TRAssIC �..i. PRESSURE SUPPLY LINES b SIZE 21R'b U3R CLASS 200 P.V.C. FWµCHECK SPECIFICATION 'tS 180' S5 LARGE LAM ROTOR HD 50 13.40 RANBIRO 47-A 1/4 DETAL NO.3 A 4. REMOVE AND REtNE EIOSTMq HEADS, 'LVO OUTLET. NON-PRESSURE ONES b SIZE SCHEDULE 40 P.V.C. �TK�1 380° 55 LARGE LAWN ROTOR 1•D 50 14.40 RA1NOiO 41-A 13/e4/11/d4 DETAIL NQ 3 AS CONST. —— — E LINES 8 SIZE-EXISTING SCHEDULE 40 P.V.C. SPECIFICATION EXISTING HEADS • CHANGE EXITING 1A10 DEGREE HEAD TO !!AI OEOIIEE. D 1 3 CONTROLLER SEQUENCE '�• 9GP INTER LAWN FMR HD 30 I pO HLKrER P8P IL 4 DETAIL LIQ 3 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE GALLONS PER MINUTE ZS0. 1,80• INTER LAWN NO HD 30 1.60 HUNTER P8P * 6 DETAIL N6.3 �M WITu►a DATE a. REMOTE CONTROL VALVE SIZE ZSb 180° MED. LAWN ROTOR HD 30 400 PANS= *10PIC #10 �DEJpL NO:3 DESIGN GROUP,INC. DRAWN Q EXTEND LINO TO NEw HEAD LOCATION. 8 AUTOMATIC CONTROLLERS-EXISTING �•+••s•�•&•'••C ••�••�,� CHECKED Tr NAME GTE 1 REMOTE CONTROL VALVES-EXISTING LICENSE NLJIiA9ER 11.E 7. RELOCATE EXISTIND MEAD. REMOTE CONTROL VALVES RAIW8IRD PE SERIES DETAIL N0.1 .1 QUICK COUPLING VALVES RAIN BIRD 3RC D�ETAL NO. CITY OF RANCHO CU CAM O N GA a. CONNECT To ExISTINo hip_ COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION � REMOTE CONTROL VALVES(FRES.REO.) RAIN8IRD PE-PRS SERLfES DET7ULIIq. I ETIWANDA HIGH SCHOOL L� ' •. INSTALL NEW DEMOTE Colfr!!OL VALVE IN E>nsrwo MA,N_ 1 SHEET TITLE ExISTINo Comm WIRE: AND EXTEND To NEW L°cA"°Ns' SURVEY DATA PROVIDED BY: NEW FRIGATiou PLAN, , 7rD +ovEo Q 1• oMcoNNEA:T ExaTMAo IaMOTE coNneoL VALVE AND REUSE FOA NEW. SYSTEM. GENERAL NOTE OLtc ,�, ,� °� DATE COMMLR�TY S MAN DATE CrTr ENGMIEfJI 1!M A�o.9.► • Ist. EXTEND NEW WIRES TO NEIN VALVE LOCATION. ASSOCIATI&D IRit QATIONT CO1rSIILTA�fTB ���`" A# sulo.+c OFFICIAL, SHEET , OF- CONTRACTOR SHALL MAINTAIN A MAXIMUM OF aZ FEET SPACING ON FULLS WITH A MINIMUM OF 55 FEET, (71,4)9as•9s4� � 1014 41[lb VEDA dLYD. LOS ANAELEAI CALIFORNIA !RA!l4EG3T87Ei1 aoolsasaw9 APPROVED BACK-TO-BACK HALF HEADS ARE TO BE A MAXIMUM OF 32 FEET AND A MINIMUM OF 25 FEET. ALL, HEADS •0011 •?L N0�1l1!)4»•�:e F�Mp,.M�II 47TH:i1i DATE CIT rtANNE1t ADJACENT TO MOVED HEADS SHALL BE ADJUSTED TO THOSE TOLERANCES. SHEET 0E_... i i i i a i i MrM i i i i a MMM• M� . •MIM i i i i i i i A i i 1MY/ Irl iM w i i i i MMS MMMw I - 1 COCK CDt1PLIW, VALVE • ' M SET FLUSH WITH FINISH GRADE W LAWN AREA SIDEWALK,CURB, 3`ASOVE FINISH GRADE ETC. • IN OTHER AREAS • �� ter~ -- "4" FINISH GRADE BOX TO SE PLACED SIDE LAWN AREAS AT RIGHT ANGLE TO l 0? / CUB,ETC.- - 1A06APEDGE FINISH itADEr "UlmtEAS C. ✓I 4 I r M 112 TT�{fit -fl%44 q `• _• 11!"R 10 PLASTICS.B01 O COKER • +7�� +7 i f2`ROUND PL Inn T _ J *t++ + SOX• COVER iF r4' LOCK OP • _ •� .• M + CURL TYPE EXP�ISION ! • '�' � ~' f r STAINLESS STEEL CLAMPi LOOP( YIN.24 •: -�` M s ^ VATLAPROOFED WIRE . - NOM-PRESSUgIL �• r�r^�fI ,,s � SIZE 0 LENGTH AS REOD ONt ISTY S ID. TAS(STAfOARD) „.- = - =-=-=: ;, - a. LINE FITTING , SCK. d0 PVC NIPPLE '$ SECURE TO SOLENOID PIGTAIL - ` EA GRAVEL FINISH G SCH.40 PVCSi•(3.- '.S� LAWN M _ ELSON' »y SCH.40 PVC STREET ELBOW I S1rWGRADE PVC LRIE PIPE SOLENOID PVC SUPPLY SCH.60 PVC NIPPLE - • LINE (S:SRT) SIZE • LENGTH AS REQ*D FLAW ADJUSTMENT FITTING ,gyp �L � :,.•T ,� •�:•'� • PEA GRAVEL (' FUTURE PHASE �µ IN. 3CU.FT.) PVC SCH.40 MALA ADAlTOR � PVC SUPPLY LINE P!PLACES) PVC LINE PIPE SUPPLY LINE ITTNW S R S S S) SCM.40 PVC STREET ELSOW WIRE OL WIRE UNLESS OTN AR S 0VALVES"ARE TO NOTE: USE TEFLON TAPE I-W PVC PIPE STAKE h VBE 11KTALLED MISMSEAS EIIWISE AFPAObED. ON ALL THREADED (SCH.40) IbWNEII MORE THAN ON VALVE IS LOCATED N THE SAME AREA.PROVIDE A SPACE FITTING A MIN. 3FT.APART MIN SITE 36`LONG OR AS SIREQUIRES 31 UK TEFLON TAPE ON ALL THREADED FITTINGS. TYPICAL REMOTE CONTROL VALVE ASSEMBLY Z TYPICAL QUICK COUPLING VALVE "D :""E ASSEMBLY CONSTRUCTION NOTES 1- CUT AIM CA' am"m LBM. r ... . 2REMOVE WSTINO MEADS AND EITHER TURNOVER TO OWNER Olt 11 ML SIDE WALK, CURB, R - w ETC. : . 1 S• CHANGE E70ST1I10 160 OEOREE MEAD TO M OEOREE. NOME .I . 4. REMOVE AND REVSE E7gST1Ni0 MEADS, 'LIRE OUTLET "`IB-UP BOOT ASSEIMSLY (INSTALL I/eA90VE FINISH.GRADE) i S. CNANOE EXISTNIO in OEOREE MEAD TO !S.0 DEOItEE. W z 4. EXTEND PI'MIO TO NEW MEAD LOCATION. FNNSH ORAOE a ¢ v v @ T. RELOCATE IMSTINO IkAD. -PW . 90 NIPPLE LL q ! SIZE AS REQUIRED 05 1 3TO v EXISTBIO N/MQ PMC KK40 STREET ELWW A 9. MST'ALL NEW REMOTE CONTROL VALVE IN EXIiTINO PAIN. PMC 2011.40 EIBOM ie PVC SCH.00 NIPPLE SM AS Pw REQUIRED)M FINAL POSITION 16• 101TRIMM EXISTBIO OOKTROL WIRES ANO EXTEIM TO NEW LOCATISuSRT OA ONS• TEE RISER SHALL SE AT A aSpw 45AIMA 11• OISC0_0Ime EXNITINO REMOTE CONT110L VALVE AND MUM FOR NEW. BYSTUL PVC SON•40 STREET lLUM LATERAL LIME(SIZE AS ROM- 011 ORAWIMSI GENERAL NOTE NOTI : USE TEFLON TAPE ON ALL TNREAOEO FITTIIIq CONTRACTOR SMALL MAINTAIN A MAXIMJM Of 62 FEE SPACMO ON PJLLS Tfi t A MEMUM Of FBET. 3 TYPICAL LAWN HEAD ASSEMBLY BACK-TO-BACK HALF HEADS ARE TO BE A KAXMM.Of 32 FEET AND A WM&RW Of n FEET. ALL MEADS ADJACENT TO MOVED MEADS. SMALL BE ADJUSTED TO THOSE. TOLERANCES, NO SCALA JR-004-041 cc GENERAL NOTES SCALE: 1"=40' I. NSTALL ALL PRltSSURE ANO NONPRESSURE LINES AND ANY EOUIPMENT INSIDE MANfTNG AREAS WHEREVER POSSIBLE. (rmw R E V I S 1 0 N S POA OTT USE ONLY SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARffY ONLY) DATE DESCRIPTION APPROVED IWTIAL DATE L ALL EOUFWENT SHALL BE SELECTED AND INSTALLED N ACCORDANCE STREET VATH SPECS.AND CONSTRUCTION DUALS.SEE SHEET NO.L'4d " « V"TE A SE WE A Z FOR SYL400L OESIQNATIONM SEE LEGEN D ON SHEET NO. L-¢J TP TAa oAAMI AfFC 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO rW"LL CHECK BE ADJUSTED FOROPTN12Ad PRESSURE':OR AS NOTED ON DRAWING. A w uj AS CONST. & ADJTALL SYSTEMSTQAVOID SPRAYONTO BLDGS.WALKS.AM ROAD- WAYS BY 14XVDUALLYADJUSTIN13 SPNQR HDSAND CC*M OLVALVES THESE PLANS WERE PREPARED BY: FOR PRIVATE USE A .. ..wAS"AT NEED TO 8E DEFINED N OADERTO DETERMINE EXACTRKTMI DACE - r LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE NSTALLINp DE D�E.S GN GROUP,INC. � + CONTRACTOR TO SEE THEY ARE DEFINED PRIORTO INSTALLATKK SI .r.LANSWAIR .> �. ..._ ___ _ __._ _ _..__ -...,r ,, _. . _ _ _ .�...�.►..M.►S+MM,..�...�.., CHECKED AS4MT DRAWINGS AND SPECS.SWILL BE MANTANED ON SRE AT NAMIE DATE ALLTIMES.AS-BOLT DRAWINGS SWILL BE UPDATED ON DALY BASIS LICENSE NUVAER FILE I .' NO WE REVIEWS ARE TO BEOONDUCTED WNTHO(!TTHESE DRAWNM CITY OF RANCHO CUCAMONGA VERIFIED L AREASRECEfvING AN�"���SHALL W��� COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION ED BY THE INSTALLING CONTRACTOR FOR ACCUWYOFSIZE MID CONFIGURATION• IF DISCREPANCIES ARE FOUND THATWOULD AAIIE PROVE DETRUEWAL TO FINAL COVMAGE.THIS SMALL SE BRaJGHT "XXMECT"' ETI WA NDA HIGH SCHOOL U TO THE OWNERS ATTENTION BEFORE INSTALL ATION. BY FAIIJW(i TO (� DO SO.TI-IE CONTRACTOR MAY f*RWONSME FOR ANY ADJUST- SMEET�TITLE MENYTS REOUIREQ � SURVEY DATA PROVIDED BY: i - D APPROVED p OLYIImC OM1 1�" rep �� J COMM UNITY S MANAGER DATE OT ENGMIEER ASSOCII� ATED JaRl"TION CONSULTAT8 / �aM APPAovED 2014 BEPULVEDA BLVD. LOS ANGELES CALIFORNIA (714)966415" DATE - 8UE_DING OFFICIAL �V � OF .1��+m 00026 TEL110.(21st)477-0646 FAX110.(!1i)4772.13 NKApF11N6Sl3ZtaE f•oo1s�s�ae APPROVED DAAYVv4NO. -� DATE PTY PLANNER SHEET_ OF.�. 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IIII'll = 1 . aH SCHOOL - PHASE ONE - . �\ TREES .� SYMBOL KEY BOTANIC& NAME COMMON NAME REMARKS TOT ETSI _._._._..._..._.._ \,\ _....-_.r__._. �ww ww�s����� � ��w*'w' "w` w' � ww'� I� � �' wII � � � � aIa►~!_ ww a�Law w>r SrA« L4vcvFPVL.E 5T 5 O BP BRACHYCHITON POPUNEUS BOTTLE TREE 15 GAL 61 ."q "'�' .� �'�. •��• Gf>1rt" Amako TRUNK (,� �) KB KOELREUTERIA BIPINNATA CHINESE FLAME TREE 24" BOX 25 LS LIQUIDAMBAR STYRACIFLUA SWEET GUM 'PALO ALTO' 15 GAL 42 PLAN PS PINUS TO MATCH EXISTING. 15 GAL 64 1p EXISTING•PNWJS SP. TO REMAIN. j "� J Z" I,OCX�EPb1.E 5T/1KE hIGO`t,�, v$R ,� •• . . ' - • . - I 1 � $TAR�1 '�lJ�C"�[J L�0l�fs �� BOTANICAL NAME COMMON NAME Z '' � REMARKS OUAIITITT1f. �( cood'v.. woop �.�..IZ�w5• 1/2 LB. RYEGRASS CALIENTE r, 11 RENOVATED HYDROSEED SPECIFICATIONS HO E � 12 GA. WIKE 5-1/2 LB. COMMON BERMUDAROUNDCOVER HYDROMM �i IIXX�� .� - _ ZBS/ACRE PZiRITY GERMINATION GAZANIA SPLENDENS 15 709 859 tw SGAILIJI►RDIAPULCHELLA 3 859 759 • '1 *•A L TISES IN A PAS TO � ALYSSUM 'CARPET OF SNOB' 1 989 859 O CONNORS LEGUME • • C �. :� ` ` R �IIAC.MW LL MIX" F HYDROSEEDING OPERATIONS. SEE SPECIFICATIONS OR r' ' • er FUTURE PHASE x PLA, .: -- /' GENERAL PLANTING NOTES • / 24" BOXI & LARGERA - %6 A�L Treve.) Ig FT 1. FOR TREE STAKING AMD SHRUB PLANTING, REFER TO PLANTING DETAILS. •♦ 2. COMNITY SERVICES REP SHALL APROVE PLANT MATERIAL. PLACEMENT BY R PRIOR TO INSTALLATION. 3. ALL TREES 24m BOX AND LARGER SHALL BE TAGGED AND/OR APPROVED BY THE V. ♦ LANDSCAPE ARCHITECT PRIOR TO THEIR DELIVERY TO THE PROJECT SITE { r / ' . - • ' \\(�• 4. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE _ ♦ AND QUALITY. N Z m ,'T1Vtr 5T TN I .SID,LA�i 5. ALL SHRUBS AND GROUND COVER SHALL EQUAL OR SURPASS "NINES NURSERY" 1 �► • i - - G&�V WOOp t STANDARDS FOR SIZE AND QUALITY. 5 6. ALL TREES SHALL BE PLANTED A MINIMUM OF 3' FROM WALKS AND WALLS. �S Z L.OIC1�'liorl 1 TREES TO SE PLANTED IM SMALL AREAS SHALL BE CENTERED IN PLANTING ��. AREAS SHALL 88 AS ' x 7. SOILS ED IN A CURRENT SOILS REPORT (REFER TO LANDSCAPE N�� - I ► SPECIFICATIONS) . �Erl a>a . araa�aa� asaaa�aa>• • am 11 1111110 aaw>ramaw>iaa�as0 m a�aa�aaa�aa m a 6mIma ar• � aaaa�1 m a�.sa .amftsmawa.Imawwl"1... ' � — � ` FIN" c 8. SEE GROUND COVER 'LEGEND FOR HYDROSEED SEED MIXES. REFER TO LANDSCAPE SPECIFICATIONS FOR HYDROSEEDING REQUIREMENTS. i N � �IL ��� � AT 90- W Y 9. ALL SHRUB PLANTING AREAS SHAIJ. INTERSECT HARDSCAPE AREAS c _ ����„�� � TYPICAL. I C70-powM TAmZM-12 TO 15 io. SGiL FERT-LIZING AND CONDITIONING SHALL BE IN ACCCRDA.WCE WITH SE(:TION o a I T/� am..' S GT�� 212-1.2 OF THE STANDARD SPECIFICATIONS FOR POBLIC WORKS COIiSTRU(.'TION. Z TYPE I ORGANIC SOIL AMENDMENTS SHALL BE USED WITH THE RATIO OF 1 PART ORGANIC AKENDIMMiTS TO 3 PARTS NATIVE SOIL. ALL AMESIMUMTS ARE TO •BE U B z I THOROUGHLY GALLON TREE - THOROUGHLY MIXED PRIOR TO BACKFILLING. Q. ' GRO-POWER APPLICATION CHART W � I U. w + 1 GJILSAN 2 — 3 TABLETS ti S GALI<AN 6 — 9 TABLETS ` � - - 15 GAIdOM 12 15 TABETS tt — w FOR EACH 1/2 CALIPER 1�EASVRED 14 ABOVE SOIL LEVEL, VSE 3_ 4 .TABLltS. Z>KSTALL !!R NANVFA�TIIRER'S REpp101EMQATION3. t i ; , cc t SCALE: 1"=40' R E V I S 1 0 N S POR OTT USE ONLY DATE OESCRIPTION APPROvED ' WIAL DATE STREET WATER SEWER GRp 1 DRAW TRAFFC F06 AL CHECK !+ RW W t AS CONST. Z i 0 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE w RJM WITIAL DAZE cncn DESIGN GROUP,INC. DRAW _ ..w..oa A.uINNICAM .ova■ DATE CHECKED NAME `,� r_. r � + ` `t ,rte LICENSE NUMBER FILE I CITY OF RANCHO CUCAMONGA 0 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION 0 PROJECT NAME ETIWANDA HIGH SCHOOL SWEET TITLE. TREE AND GROUNDCOVER PLANTING PLAN D Eo - < Lw,"t:4r, - 0 WITS _ o COMMUNITY ICES MANAQER DATE OT EMOw1Eip Z A ED SWEET , 11 � 11 DATE - k&DNG OFFICIAL �1 APPROVED DR/MNNdG NQ�— DATE CITY PLANNER SHEET OF__..- YV STORM DRAIN GENERAL NOTES ESTIMATE 1 . All work shall be done in accordance with these plans, the OF QUANTITIES City of Rancho Cucamonga Standards and the Standard T RM DRAIN CONSTRUCTION NOTES pE 1 PHASE it PHASE III Specifications for Public Works Construction, current INDEX MAP EVEN edition. Contractor shall be fam 1 ar w th and shall be responsible for adherence to these Standards and - Y Specifications. ' . " �; �� `'' CDN STRUGT IS f ESP. sTorN OQq to 10- ItSc). ENGINEER �• ;. ,�.� ' ' �` �� ° ®t -- INSTALL ALNAM6RA FDUAIOKY A. 14" "M4&JWaLE LOVE•' �N'� as w'►!� Equ1L / E4 2. All pipelines or substructures of an kind telephone or "` ' Pe Y P a, n�> � .. ,• e�ww��w;a�.�jyiWW �ti�ti r {. �.r � r °+ � .: +�. , }r vim;•., . ..•::::`:::;: ;;>+..� :: :: ::•:`•- ' 3 D T 4? 4•x • LW 51�.) •� APPRI VE EA. f ..: :,• �; . . lu sTA LL 6eacKs PEI! 11 G s IJo. ? 4, t t4 L�1 T 6A , QV X. d t���:,�:.�:w..��.,.:,;,:•..::..:•.`.:,•:::?::,..-.:�:.:.:::•.:.:�..!.w•b..•;:..:;:.;�•.,:.•.::::.::,.�::..•:r:.::.�:.::::..•:,:.t•::.•P?:..:-+•::•.:. ::::-:..•.:.-.,.:r..: w,�,..•:w:.•.5:r:.�..;,:.,w;..,�».�..,�.-..t•:o.:•:wru•.. ,.'.�.,•:.:r...••,.:,.Y...::..�::.:..:.-..:, .....;...,.......•...,..;.:.'y. ,:.,.:•.:�.. ......:.:.,..+.:..:.�,.:.:..:.�..:..:...: •....�...•::..::..::..::..::.:::..:.•.::::.:•::..:•..:...::.:.:.•.::..:..:.:.•.::..::..:•..:.::•..: rRoTFL7 EXIST. M.N. 1W PALEs JDIUL iKR/EIPLAElOEPUAEIS" / T Rf PPomer Poles mater meters, valves, fire hydrants,s etc. shown XA • DIRt WPORT ( JIT ApJ15Tc0 FOIL SISIyK A , SUis11Eor not shown on these Plana within the right limits or G ERRA dASSOCIATES. In , LsN° LTEO 1W PLACE,. : . :•:in adjacent areas where improvement work is to bedoneshall Extwvcs 31 xIAVAT a� mow r�MvACML be removed relocated protected in1 e as required at /I6o C A AVE SUITE 30 : . :::.;::•:::• "`' `' ,: " :�,. yap .,r+ra ::::•::.::•: ::•::::::::::•:�. no cost to the t331 uTtc 1 owner. r ::::::::::::•:::::::::.::. ����fy�a,�/� /may -u/y� /�� .lw ti • .. :.}•.• :•.'••:'•:;;;.; v .x.•wt V4 YW' !VVW'; r y r RANCHO CUCAMONGA CA 91730 .\Y.t�:4y:•! �, >K�••� . ••i. 41B • e •:v ti:}.titi,v� .•W •ti' �`:' :.Vrfpyr�yp.Vl;+;i.M.N;:ritlY rsw•:'Y}a::i::•:;:r;:;:: :: 3. 14 "7-430 •:..•.`w�:,;:.�.�w,•r::;f:a:;y;,•:::}::,;. r �� '' r Date contractor Performing work on this project shall . h • Y� SEWER CONSTRUCTION NOTE ,$ familiarize himself with the site and shall be solely `' """" " '" responsible for an damage •� rte. - - d ma to existing facilities resulting •,r ^" � �� �'�,.;' � � � �:•• � � � Po Y g g g Daalsl E. GYs[ri R.C.E. 29224 �.DaN �� ••`�;•;.ti's" ,r �'°• . , �!w� �..r% :�+-+rw►.-tiw.•.•r+.:rTi*�t:::•:-. . 'IOW .+�!�!wi�Www�k' " " .'`" AMALL GLEAM -DUT PEE e4W.D. STD. OWy 40. M. � EA. :�., •:::_::`v V\''4,a r •- wL-?'±df ti,. rf. ` ref'6,, yg.t"t�c•rW!WYMtr,. ,}y .,�M,wc+k r.+.+•'!Mli!::. directly or indirectly from his operations, whether or not ..:..•...•. . . , such facilities are shown on these plans. r ";� ,,,fes''° :: : • REGIaAUIJEL EXIST. MAIJNOLE PE1z DETAIL 514EET t •� 3• 1 EA. wJ ., x , z+ S uJ�T4LL b" V.L.P. E PIPE.AL :. :;:' 3 WEA S90 LR 4. All sewer, water, electric gas, phone or other utility �. �*.� -•- _ • - - p. 1•-`� LS. D a .C. T R G ! J S 3 ��k� . ., �.. .� -� � � ::-•::: :. : ::•::::: ::��:::: : TeE WG NI IJ y Pee G w 5T a � � 31 , is IE laterals, stains, or crossings shall be constructed prior to A M EXIST P v M N So =sa paving. M w , x S KZ f ee OVE X T A.G A E E T COW57EUCT 3' AG PAVENIEWT OVEIC 46101v T I�eITIwE '6� s�F 5. Compaction tests of embankment construction trench backfill 1 P . i } *: .A, 7 IIJSTAL L 45' (i" V.L.P. 139N1D. 1 EA. � �: : '• = .+. :` , O- -*TALL G" If Kc•R WYe PiL_ c.C•WO. sTP. pWq. NO. 1'1 ( EA. compacting original ground and all sub-grades shall be y :: ;: performed at no cost to the Owner. A written report with ��•• : ;. «r ,.. .+ IN'sTA�I 4 /r V•�P. KNv. AS Razq..l�sev. these compaction tests shall be submitted to the owner for I �^� ,� approval prior to the placement of bast materials and/or � '�' surfacing. �` r GRADING CONSTRUCTION NOTES 6. Estimate of quantities is provided by the Engineer only for , the convenience of the Owner; the contractor shall make '' ` *7 IRIS 'IsF r e01JST1CLJGT 3 AL• OVEC NATIVE. his own determination of construction quantities beforeLOWSTCUZ.T P.L.L. PER AMCH1TEGTIS PLANS. WA• submitting a bid. Any item of work required by these plans fONsTQUGKfT CEpoD NEADE.1' Zso Lo which is not specifically listed in the estimate of I �; • Z w quantities shall be considered as included in the other items k : • ' �: Q- CEMDYE 1 )CIsT• L'EDruooO HEADEe. (.Iola/ E1tIsT. A1. w1 Pio POctw.) 1`' L� W H of work. 7. Work site shall be in a neat, clean and hazard free, orderly ' state, throughout construction. Site shall be cleaned upon request of the owner. WATER CONSTRUCTION NOTES J 1� � ss�ws•ww� � U V I t wl LOa1sTeUGT 2l/t" t *ALVAQIZ7EP5TGEL x/ATEC LIME. �f Z Q •'`�-, _ +It LOMSTCUCT V4' pr' 4ALVANICEO STEEL. WATEC L.Ia1E. 1 w17'�!2_ 6 As, TALL Vlk" 4ALV. STEEL 4ATE VALVE f soy A4saLY• PEC c.c.w a sTo• ♦. Z i` CA a o ? a4 INSTALL 94" 6�ALV. STEEL G�ATIE VA LYE T Boy A55 151-1t. P6C C�W.Gt sTR 4• 5 >✓ eA louj EXIST. tVk" *ATE VALVE. W/ PLOP• fVs" CVALV. PIPE. I EA ©� -- cON!51reUe.T 'peIWICIA ej FrdamTM W A SSEMs L•Y ' PEC P91AIL *NMT t 00 � 1r �► 7 uJsTALL t'ls" to 44' *ALV. CePUe-191C . 2 u+ Q Il WSTA LL A14', 4s•, 4ALV• STEEL SE111P. fA WMYTALL e f 61ALVAWIZSV STuroL. 'sTtig ? e• t11 � 3 EA ®b -- TCEJJ6NIAJ4 PEE Cz W O STD. 30 # S1 i jr C STD. WO. 34. L• . LS. 1.s �-- IN_-�TAU. Vlea 4ALV. STEEL "TEE" Z f eE SEWER & WATER SYSTEM GENERAL NOTES I&- W-5-TALL 3/40 4ALV. STEEL -TEE- 1. All sewers shall be constructed in accordance with the B wt-TALL 'QK,11er e6aPLIM4 vALVE' 455E)A3LY PEC -VATAM, "NUT Z.� 5. _ __ _____._ >f t e►. _ �-iW3TALL 3,4' f 4ALV. STEEL seV*' 1 aO. I KV "• GRADING GENERAL NOTES Cucamonga County Nater District standards and Specifications. r MEEMENSMJs?ALL �{'1 4.JLV. STEEL 90e NE�JV- «_ Z. Contractor shall return a legible and clean set of "As Built" iso &s drawings to the owner. -UJSTALL =" AAL-4. >&T"L wATE¢ L)MR . 1 . All work shown hereon shall be done in accordance with the i49TA1d t" d 40 A14"O 4Aty. STEEL ~MeA< Z A. Uniform Building Code, latest edition. 3• All sewer lines shall be V.C.P. (vitrified clay pipe) andL.S. L.F.shall conform to the Specifi ations of the Cucamonga County 1 --Rea�eve >ta�l t"� wA-►Ely: L�rJE 2. Prior to the start of grading all existing vegetation and Nater District. 'bJ5r1 %W'T TEMFOWAsY eAr (ewes. raw n.n•a) Z debris, including existing structures, footings, foundations, 4. An Contractor E IAL NOTE '' Y performing work on his project shall � ' rubble, trees and root systems shall be removed from the site j e familiarize himself with he site and shall be solely ALL IIxlz�y�Tlo+J; sYsTrsa+Is,liiqulPME1JT, LA/JDSGAP . to the satisfaction of the Soils Engineer. responsible for any damage to existing facilities results 3. After removal of debris, any existing fill or disturbed directly or indirectlyfrom his o n9 su6sTS"TUR.Es &Tc. 6N"4J#JTEtctp PWXoIJ4 ALL natural soils shall be excavated to the satisfaction of the such facilities are sown on thee* plans. ether or not PIIASts OF COUSTir"T100 SHALL 6E ; .rwT*6Tr&v Soils Engineer. S. Any changes resulting in a change of manhole de iM PLA", eem"ep Amp cc-eo*1sTCu4TeP ag weL"ATev 4 . The exposed soils shall then be inspected by the Soils concerning sewer construction shall be re depth or changes - - Engineer, and any additional over-excavation shall then be ported to the TOstrrs�XcTtaN Tt•t� eMs�. Engineer. made in accordance with the Soils Engineer's recommendation Separation between water mains and sancta L.s. .S. L.S. and as contained in the Soils Report. 6' sanitary sewer lines shall 5. The exposed soils shall then be scarified to a minimum depth conform to the State of California Environmental Health Code, FOR ANY FIRE HYDRANTS OR SUPPLY LINES, of 6 inches, brought to proper moisture content and compacted Title 22 Section 64630-C CONTACT LOCAL FIRE DEPARTMENT FOR g P � � 7. All water lines shall be installed with 24" minimum cover. to at least 90% of the maximum density, as determined by 8. Prior to the activation of an newt constructed water line, REQUIREMENTS. R E V I S I O N S PORpTrUSE oNlr U.B.C. Standard 0-1 or equivalent compaction shall be testing and sterilization shall Y l be r DATE DESCAFTON ASD &*TIAL DATE obtained by methods specified by the Soils Engineer. the provisions in Section 5 of Cucamongaformed to comply with 6. If any unforseen sub-surface structures are encountered District Standard Specifications. County Water STREET WER during construction, they shall be immediately brought to the Pe GAD & RAM attention of the Soils Engineer before proceeding further. Tao a Damm 7. Protection measures shall be taken by the Contractor so as TaAsric not to cause any mud, silt or debris to be deposited onto F�"A�C'EOK public or adjacent property at all times during construction. LOCATION P N TET ca+n. Z NTRACTORS eW ' itZ Any mud or debris on public property shall be removed As immediately. Dust shall be controlled by watering or other ' 0 approved method throughout the grading and building "The 'existence- "ehd location of any underground utility pipes or PP 9 9 g g structures shown on this plan are obtained by a search of THESE PUNS WERE PREPARED BY., FOR PRIVATE USE construction operations. available records. To the best of our knowledge there are no 8. The soils Engineer shall also be responsible to verify and existing utilities except as shown on these plans. The contractor aanAL DATE Q is required to take due precautionary measures to protect the duwN ..1.G. i-90 report that proper compaction has been obtained by �'" utilities shown and any other lines or structures not shown on _ subcontractors and agencies concerning utility line backfill these plans. CHECKED CL including, but not limited to sewers, water lines, a7vamrr O electrical, gas and landscape irrigation lines. 3 "ICE DATEvEs� �, i.e. 40 LICE All contractors and subcontractors performing work shown on or NSE NUMBER F1l.E ' related to these plans shall conduct their operations so that all SITE employees are provided a safe place to work and the public is CITY OF RANCHO CUCAMONGA 0 ,t► protected. All contractors and subcontractors shall comply with the "occupational safety and Health Regulation" of the U. COMMUNITY SERVICES DEPARTMENT PARKS DIVISION IN Department of Labor, and with the State of California Department _ of Industrial Relations' •Construction safety Orders." PFK)E{`TKUM ETIWANDA HIGH SCHOOL. The civil engineer shall not be responsible in any way for the contractors' and subcontractors* compliance with the "Occupational safety and Health Regulations' of the U.S. Department of Labor or T'TdRADING/ DRAINAGE MODIFICATION _ � with the State of California Department of Industrial Relations' "construction safety orders." --$t; ,SEWER -/-WATER -UTILITIES � �• Contractor further • ress that he shall assume sola and complete APPIIOVED responsibility for �ob site conditions during the course of Q 2 construction of this project, including safety of all persons and property; that this requirement shall apply continuously and not ok. - p COMITY MANAGER WE WY ENGINEERbe Z s..+ APPROVED detenAited to normal inAemnify and holding the�ursi shall owner nandhatheheengineertharmless or Q from any and all liability, Baal or alleged, in connection with GATE 91J�DIrGOFFICIAL SHEET OF the p'rformance of work on this project, excepting for liability APPROVED ariwinq from the sole negligence of the owner or the engineer. DATE CITY PLANNER DRAWWO NQ W �aM1T�T10wJ '�� saw ����Iwrrttsrt� r ..rr �rrtrrir +rt� rr �ri� r x13ago % `• „ `� ` ` `��; . . •mss v .,v .6 1 ' o MANHOLE ICE CNA N N E L L 1 ! D E AIL + � \ T . ... tlµ..vE v \ \ `'�' �� �fELT'IGI►1•u�e,Tp'ric;�lollS St + I x 355 �U�l MIA tcmjST49"T 140 b �3 5 !� FIND � ASE__ONF r _FUTURE PHASE RIP tWATEPLSERVIC P.O.C. r` ♦ 134 `--� �+ u � I 11JSTALL GL EA OUT PER C-G.W. D• STD. tI. Q .. T����'i.l'�IJtlfiLri. +! J Q \ \ +• �— [EC 1.14 w V EL Eu 1sT. CI` 13UI"P c 1 • ' W.W. LER C►tTAIL b1EeE01J. IWSTALL W Of V.G.P. SEWEC LINE ' Pte`- "0 0 71k TCmFJcw1wA Pte C.GW.D. STDs Be f Al f t.4. STO. 31E ).5 1355.9 , v - j SAwcLAT 4 CEMovE ExIST. A.C. PAVE MEMT. bF'MdW Ft�•IP 1 -'±' t ,�:•. p 5 5 ®_ IGAlo3�Sn71CtIG f G+f SGP. 6END. SEC 4" �I$. Irl R!"MoVAL ACEr4S . 4CAW • 06P � ':f � sUMI D�TA(L N t 4 �� ®-- w,.TAL.L. �."LL v.cv. wYa PFS cc1w.n sT)Q 17 D1r114KIIJy • oWJTA14 PETAIL (5) r �J` : 1' f •� GOW*TCde-T W 41 V.C.P. iENp As CEQNIIcaD. .� S T TION NOTES \ WATER SDN KUC D - _ w� Gonl5Tet1GT ty yALV. K/ATEC LIME. 'a K/A AI J6r At I . ,;; `�� ;�, 4 :. Y. 'r. ,i _ �— mM13TICULT 4" GIALV . TE[ LIME. � I f l 55. +..___ r ..--X ,, r re - MJSTALL Zfs" DATE VALVE I' 1503( ASSfM6L`l PEC zz w.D. STP. ♦.. ``,T. ��fi�'� �; ,� t " ;,- r.,.,w�-x ; __ __.__ a— µ!STALL SY4" 4 ATE . VA LVE f ROY ASS EM 6 LY PF a c•G W D. STV. 4. � f►•dpJ a N _ � -. _ __w �_ . ______ _ _...._ ---�— ---> • JoIA� EXIST. Zile 447E YALVF W1 PCoPOSf D t Vs"f .4glV. rlre. a �I I esf+ 4 4,n W y+ g 1&— 4-415TeI T " PLEA IC1A1fj FOLIAITAIM A55EM15LY"PEI[ DETAIL AsovE , WECEow .. I �-- a hIsu LL t Ys" TO 94" ! 4ALV. eF PL4cec I 1 I { ItJSTA Ll- *1" 1! 4S• 4AL1. STEEL sL•s1>7 � - - +� WAIJZ IED lAl STA k t'I � AN r . - ,- c_ ►�., _, c:nu " > --' i to — TEFUCU144 PEC cc.w.D � s1 f rt.c. sv. s+Z. ATOS SO T ! t -05TAU Z'19" jol 44LV. STEEL "TEE,' I � Wb \, ►+JsrA LL >~4" 4ALV. STEEL ,.TEE" L CAP'te&'F.« {�k)C ,t C � ��s� T �S co>�� �R� T q INSTALL `QtJILg LOUPLI" V4LVE ASSEM6LY " PEC �'CAIL LO+v�Ns E-dJ' I Jew EXIsT s"IVATst 1 - wwrA LL A4" f a4ALVA W ICED STEEL VE"P • v I4 I " FOR ?NRE �" ; •, �NtJ ww o MsTA� � r14ALVA11LED STEEL AD• 8EJ0. ? wATai /r d4AWAQIrGV $TMWAT99 LAWS LAWS .j IMSTALt"� 4ALVAIIED TESLQ 1&-- 'Fu , REDLiGER• l -".... ,_.,�----x-----• .._ _.._. 1<s* ovg xXxOT ed pf VJATtF L.mj& As $JECOSSAWY. cotr,+tcTa.J ! . EXISTIw►g �lslr.�ITs°► :. ..�.x._--- _ _ GoiJSTWeT Ti�APbRo►i'f WATEG TleljLiT e.Ar (BICE �� rLA�N) , h Ft.ITLIGE TEw►4►5 C. " WATEIE LINE REL OG ATI ON MODIFIGATI ETAIL. � - tE1rIsT f�I. 4v. (LAw� ARtA� .4 t' I' 4 j g s ' .r• 'i• r. -1 ;1. . t jt . It PLAfTIG - • t + SOK t t i . �` ' •�•' Lt t �. �. lV - , II , 9TAWLESS sTIML 6LAINP (l EA. TYP.) } - i ``� ,• 4ALV. STOOL MI'rLLW, -91915As LIh44TW A% PSIQUIV4W. SCALE: 1"=40' 4�AWTE . SL �r� y _ti R E V I S I O N S AU-8010 /sA GRAVEL DATE DESCRIPTION APPROVED Rp11GTruiE Mr11TtAl DATE STREET gALd. S�14PLY LM1E .. — . NMTER SEWER GAO & DRAIN _ t " FITTIA161. y TRAFFIC r✓ o /MULL CHECK A ' ■ AS CONST. <r.I LE;N4T$1 cegylRaEa. THESE PLANS WERE PREF AHED W. FOR PRIVATE USE V ONT1AL DATE Li I \\ ti,.7 _ 3tTO REQtllatdS CHECKED' 1 - 4AV x. NAME DATE s 1 b11- 1 +tint �-�j FrMw LICENW NuIw4ftR FILE ;L a ��, ,,.�., ; � _ • _ __ _ - ti - — •---.--_ __ _ _. �','g �.w. �T�tL CITY OF RANCHO CUCAMONGA t� ° ° • " 4AU/AM It<D STOOL *W09 UQ&. "R PLMJ V m'~' ' ; ; v^ f ! , COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION RAUDIIRL? 3rc " u1Cr e0UPLEle ASS50 •r- APPIe E4UCkL PRDJECTNAME ETIWANDA HIGH SCHOOL . 13 e se-A%-19 - ' SHEET TITLE -" GRADING/ DRAINAGE MODIFICATION ---- SURVEY DATA PROVIDED BY: . SEWER / WATER UTIUTIES • D APP�avED OLYmP1C DA d COMMUNITY DATE CRY EN004vt APPROVED SHEET POF )KARAIC9!>R>a (714)986415" DATE . BUILDING OFFICIAL x. Goal a°awa APPROVED DATE CITY PLANER _a _ rte- - �1 1378 «1371.4 \ LIM1T1 OF�K - rrr /rn r rrrl t r■• • nr••.nr r ri r rrr r rrw a • wr • riw a rw • , • .M. ■■•a•r• tr r ME" ■ _ � • -•�■rr •�tt�r� �ru■t rr�rrwr.■ r�rrr �rr■rw■ rrr�.� r�rnwtw. ... •�■ r . M - - �j t �r rr■ r�� ■■ � _ - -- -- - - - m - -- ---- -- 1 ,* E I. 13 74.91 4 _. : l �� r .T ^f c 13 6 �^\ f'3� - Vicar - ....... r - Wj 75.7 r „ 0 E y L.ti x 1361.6 ' x x1363.2 x1362.6 w y 1363.4 r f % 4. -- \��364.5 x1362.6 �/ •� I .. _ - „ r z / / ♦� d 4 - a !! t... N � 1 3 x 3.5 / I p• r. 1 / 1361.5 ' PHASE. ONE - FUTURE PHASE ' a j i rim5e Z - wATEC VICE LONST.LL •/ > ♦ _.._ - `� O A e' ``.,''`. l x1360. ._.• � ----• ___._ - __ _. _ 35 1361.5 x O _t r a; / ' ' f 361.5 N �' ■ x U. E ■ � I W ■ M / . x T` ~A9r� 1 TJX �► _ _.____ SEE SHEET P-2 F04 PHASE I WATER z Li�i �,' SERv40E :POINT OF ONNECTION. _ 14 , 9�° ro w / 1 _ Qt.�T2A ���� [n�1Mr ' A�'T Q F T 1+ G. �-- pct tc. k' `t w DS .` k K + Oft- CL . 3 ■ 1; ��� ,�� -� � , YEN-.� �r i - s �Q� '1 1358.4 ( �� � � �`' � ` �• � r � x x1356.6 �3 9 56.5 --� i r 1 - _ �� ��� �� � x1357 3 F '_ ATS" w)k k"w" -'A ? vAi__ 1= 1 fW Alf r- Eie 3E E COWS- r- E st-;O - XISTIN e Go a s c k, E AP �- ,,JaTE •r i r, 136 G• w •■r � mom arr ,�■ �s r w, rr. ��■ r ■■ r� •� r� r� an r� r� •r■ ri■ r� m r rMr am as 1 wr 1358.4 L.F. - - 4 , MT l ■ ___ _ - _ r r it r rw r�1r s t1s•Tar r wr• rrr r r ``- / __ r r= A.4.. sasTiA/4 ctx6 L( F RK Et. 1350.10 1350.4 50.5 x1350.4 - iK/f T. LtA! � x1350.4 _1349.9 U i�do �� ArYlar 7-6 2 /4/V VAOUTAO ��� AL• / Le/ .ES/ - t-6-o • �� d /0.G. 1740 A c C �F� V� ; �. I15EE 5NEF , 2' 0; 31\ -�trt z o _ SCALE: 1"=40 4?vsr. oho oeP aroe1�11pow �� } e � �� r R E V I S I O N S PON CITY USE°MLT - • 7b Aopxo•4ov DATE OESCAIvfloM APNXWD "T"L DATE GRADIN4 tJA13TlM4TIDIJ DATES STREET vwTEA SEWER 1 fTR11LT s" O✓ER 4" A.S. � lorJsT[Ilct J�L.c Prxz AIrcN1r)��r� ruts S Oitm PEAIM MODIFICATIOM C045TeUCTIOW IJGTE5 Asts �s L/1JlTRLIcT CED�A�D NEA�E� ( CO�sTRUGT !>6" 9� RCP• STORM P¢AI►J �D- IZltD T�rc FWAL CHECK 0EMIOVe EIl 6r- REDWOOD A6APdWz JOIA 4x1sT. A•C V4/ fCorlfrEG ct INST4U ALIIA1ABRA Fouoiory A- 14,9s; "M�4NNOLE eivow 4 CMJoR A1g• I�awit.. �`" ! JN STJQU OWN" PO VUe-TS $0. Z4 t4, t4'x j4" tAT CA 1sA3#fid, •r AtPRI JED EQL,JJL• ®-•-- + MOTE a- MUCT Lxlsr. M-N. 64 FLA6e, jow W/ P� M" f ISP PICT IMPACT ) eoMPAGT IIJ MAGEI ALL ; I9RI4ATIOIJ SYSTEMS, E&J)PUEUT, T sEPLIwswEREv wwEoer: FOR PRIVATE USE WATEP SYSTEM L01J ,T000Tt0M kOTEs s = 4 a � Mft4kL WE - LAUDS64MA4, SUfSTRUGTUIRFS ETC. DRA" _7 . �d)c '� I 4(011/TCaR t 4( 4ALVAJ J)ZED STEEL WATBe ijoE COASTLucT A4" � 4AIVAIJIZiD STEEL wATOC W01E. EA1loUUTEQED DURINy ALL PHASES � DATE �,.CHE`�1ED IIJ*'rALL. 1*0 4AtV• STEEL 4AVV VALVE 4' J9,0-1 A�OLx PEC tt•w o size 4. OF LOWSTEL16TIOM SHALL 4E �EA)CHA4.4 i4( • LICENSE NUVAbER FILE � EIIt/Eh 5`�STEM 011ISTIZULTl01�1 IIJdTES ��se �.4_ ��M. ,vo / a-- *IfTAtd. IY4' 4ALIJ. STAEI. 4ATE VALVE � >� AWSSLY. Pse t•c W40 STZE 4. FrdlE[TE� 111 PLACE, IMMOVED t �� , WiTAU aEAiI -Dur PEP c•cwv. sTR Dw14 1•JO. ZI. (SIZE As sNOVIM .VI/L .A/ LffwTffC � K/}1/TE CITY OF RANCHO CUCAMONGA t?><IsT• C 4A1TE VALVE TNI P04R 9 Vs 4A L%l PIPE. lJr1JlTSIJCT 'OI[I►JKI FrovIJTAI+J ASseM�LY " Pie DE'TA1L s1 T Z �l s st F6LWA'JJIJW_ TWIST. 04AIJHOLZ PEE PE TAIL , SJVW?r Z of $- �14E ECOAISTKUGTEa, d�' ><ELoCaTEfl TO �,IIAIrIFo " t" ,t0't EAST ofM , - I�IsTALL A" !r v.GP. sEw1EIe L��E i SATISFACT 1dN dF TME OWHEK. 4 T�,�,� „c/ NICE�l M� COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION �.-- IIJsTAi1 Z� >I• >�(j 4r1 LV. R e fit¢. o- wsTALI 44" , 41F*, 4ALV STOWL tE+Av. �-- TM0464414A PEC c� w-17 sTos. so 4 sl a q vJ R•c sTR sic. PROJECT""A ETIWANDA HIGH SCHOOL .INSTALL tr gI'WA►l1tlD yftt3. "TI54 �----SI►v1"T 4 ¢EL*A*v m E)/13T A.C. PARI EMEWT £LE✓10T/GA/ /3SiD./D t OxJ S T21JGT 3` A•e- PIA VVME1JT O V F'Ic 40 A-8 • IIJ �Mo dAL AREA S. � �.. 7WR&J 11"4 91k 4A 44W-P sTa So 4 s► 4 fEc WTCP Ms Scz. , NsrAu T1s; �' f Vic% � D "'GRADING/ DRAINAGE MODIFICATION �t}--- Ilsr�w. t1A 4At� sT st yes �J -IIJWMU •,,syr» "C ezvj . sTv. I. SURVEY DATA PROVIDED BY: EWER / WATER UTILITIES . � 11J STAUe 044, 4 ALV. STEEL "TIE00 IIJsTA/,�, "Qrtltx lOIJPLl1.� 1fALVE' 'A fis<JrIN,( rE! >t7�TA14 SHtET 2 �s 4TA�CT 4'� 1bO►ID As 9t41pRED; O �OvEo . C�JLY�iC -- WISTALI Aid Pf 4AL•t STEU Zi/9 s 6i D. y1sTAlC ALP STS- 70', iaF►Jv. �7- o COM�AMTr onTt CITY 10010111111% y f 4 IIJlrrALL * 4ALV. STSUL WATSC L.IN! DATE �IJLORKi O iiI Late Cam w A �� .�r OF . A* 4ALV. sTOPM& �raacse. f4PN1eVi s111a rW 1itJATM LINE As i/tfcJOSUP. IAA/lNCSlsiist nq ' APPP4OVED 1p�TtuGT IWTlS TI+MT 4O (SIR fs/� /LIMN DATE DI�NN1gG 1Q CITY PLAlit7t