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915-VV 7/2/2001 Landscape Department Plans for Menifee M Country Club Dr,Holland Dr,Bradley Rd Is.rasrw N. ..w.R•F Yur.ss[Y. > 0 a � O Y All r -I .nasn sRs n. ; • - pp a _ y O P. • �n I•YL.N N C • .rw ua ru.r..eJ n. .p . LANDSCAPE . DEVELOP -M- ENT PLANS FOR . iNYt GM. r feN4 G,. • .WM Yl. � iT 0,00 -4 i = r = a . A O O • _ [t j ►n Z Z F 3 , YYY.Ip•G,. f : to wiYt sr � i N W ♦ ; iC tt4. GL T i � �•D.Gi+ 1��'�AM �, fi+lURAiET�AQ �.O.C. lGt� r+zAM I N (MCI #z� r'D 301 BRAN BRA ROAD 11,60FKAA VICINITY MAP QED�Ri�{E s GENERAL PARKWAY IMPROV M NTSNOT TO SCALE 4 TO TEMECULA N,s . 7_7 GENERAL NOTES BASE SHEET DERIVED FROM INFORMATION PROVIDED BY _ SEXTON ASSOCIATES, CIVIL ENGINEERS t Le. 13#,4 �U-1 1033 DRACENA COURT s•"• 33 REDLANDS, CA 22373 (714) 792-4876 000110. 24-.r LEGEND Silt. IN/ OF %8 CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PREPARED FOR : THE PEGG TRUST - PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NOR- ON-111F RECLAIKEO •AIER APPROVED BY: MAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE EASTERN MUNICIPAL WATER DISTRICT GAINER/DEVELOPER, THE CSA 145, COUNTY OF LOCAL.JURISDICTION, AND THE LANDSCAPE AR- C HITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH WITH THE COUNTRY CLUB DRIVE PERFONCE of WORK oN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 4 a). ILIA lal _ IL 23 Z NEGLIGENCE OF THE OWNER/DEVELOPER, THE CSA 145. COUNTY OF LOCAL JURISDICTION, OR TIE-ESCAPE ARCHTECT._ CIVIL ENCINE(t.OF SU8 IvISIONS 811E . lNlilAl DATE APPROVALS PALM DESERT, CA 92260 APPROVALS PAOJEC' ENC. `O /J . TITLE SIGNATURE DATE TLE SIGNATURE ATE OESICN - Lodlw�jsoffir 'pi..600 / Z J CONTACT : MARILYN FOX o�,NDSCgp� �FGa .y cpApFESS/Uk ��C. ��A NENfr,{ 9,pr , G3Y W/Lr.D4^ y yy REVISIONS No. o---�te� * 0. DATE REVISIONS BY: APPROVAL DATE NO. DATE REVISIONS BY: APPROVAL DATE FCA Jf r, E O M SHEET - INDEX 06 0 0 s N DESCRIPTION SHEET NO. DESCRIPTION SHEET NO y5 a pt asaaena COVER z>o IRRIGATION PLAN L-1— 4 -0) t5 y5� ,e Ontarro San Semarono co t.OS ANGELEe °na yv IRRIGATION LEGEND L-11-12. o 6: r �S Rivemde Q s,o, IRRIGATION SPEC. 'S L-13-14 w Os S7 — w 5 Crxona Ramona 1 V PLANTING PLAN v !!ll 9, 79 _��1. —1 Q. Ia,ance E,.pressway - Ananei ...._. _.._ - M mcn zys San,atint PLANTING DETAILS L-25 �• �•► KOS n7a Ana 5-name dim Sm� SITE Hemet PLANTING T I N G SPEC . 'S S L — �t1 • L 2� � Lan Pnining 74 O s w OU � Hal — � � • � f • Rammill CA 10113 • � San Juan Capauaw - WALL PLANS L--27CK Raneno Cautornia 0 WALL D ETAI LS L-28 } CONSULTANTS -10. 0 10 Lt. 25 WOES 0_ tL1 IRRIGATION: SCALITER IRRIGATION z 902 AARON DRIVE REDLANDS. CA 92374 [714] 794-5811 LO CATI 0 N MAP 0 9/:5 - uV cl) UNAunwim CHANM AND itSES 36M.{iElt ttZRtBAitOM Eti81t1EERItiB. lMG. CAU TIOW SCALITER wj6AT10N 1B16Nrt33 m,1NC.wiLL NoT eE ALE IM16ATION DES16N-WATER h ANAME f FOR.OR LIABLE FOR,LWAUTHORM MAKES TO OR USES OF THE MRMTM 902 AARON DRIVE PLANS. ALL LUNGES TO THE IRRIGATION PLANS MUST BE IN WRI W AND MUST REDLANDS,CALIFORNIA 92374 BE APPROVM BY SCAURR WM"TM ENINNEEIM.INC. (714)794-5811 (714)794-5673 i /A7 ft8 �2 48 PARK BASIN PARK 11lIIlttti I 1l11lt1t1l littiiiliitl t t t11iIItI Iiillil) I. I IIII11111111 ' J J 3,� I° �° 2' w I� Vi VZ J 1`' H ' 34 + '� SI�L!"e 9� • 78 " e 1 .a. r B � i sI/L s•* 8• •,� N',• . , '... > a3 , .a .` s f t '2k 007 13 as HOLLA es SO g I A - 0= X 0 N.I.C. REFER TO SHEET L- 11 FOR IRAMMATION LEGEND AND GENERAL NOTES ... �iEFER TO SHEET L- 13) AND 1 I,4 FOR IRRIGATION SPECIFICATIONS. PARK SEE SHEET L- 7 BASIN PARK PKG.OF ,- c - _ W will s 94 HOLLAND 91 96 97 ROAD + wig Zo a� l.O.l3 CJs E ra L) � S.A. 33 to COORD. NmI: • I1 SNi. OF ze oN a - a 01-1ITE RECLAIMED WAI R APPROVED BY: - - EASTERN MUNICIPAL WATER OISTRICT CIVIL ENGINEER Of SUBDIVISIONS OATf • c� INITIAL AT GENERAL NOTES PROJECI ENG. APPROVALS THESE PLANS ARE DIAGRAMATIC ONLY. THEY ARE TO BE USED IN DESIGN ---- NOTES(TYPICAL): CONJUNCTION WITH THE APPROVED STREET IMPROVEMENT AND ACTUAL CONSTRUCTION. INTERFERE A PRE- 1) WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) CISE GRADING PLANS FOR - INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM THE CONTRACTOR IS TO CONFER WITH THE APPROVED GRADING c� Underground Service Alert BYINSSTALLINGAQUARTERCIRCLEORHALFCIRCLESPRINKLERHEADON EA044SIDE ��rOR AGREES TO ASSUME SOLE RESPONSIt3IUTY FOR JOB SITE CONDITIONS DURING PLANS FOR ALL ELEVATIONS AND OTHER SITE CONSTRAINTS. OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS THE COURSE OF CONSTRUCTION OF INS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND • SHALLBEMADEATNOADDITIONALCOSTToTHEOWNER. PROPERTY:THAT THIS REQUIREMENTSHAL,LAPPLYCONTINUOUSLYANDNOTBELIMITEDTONOR- THE CONTRACTOR IS TO NOTIFY ALL:.APPROPRIATE UTILITY AGEN- 0 Call: TOLL FREE 2) MAINLINE,VALVES,IRRIGATION METERS.ETC.,ARE SHOWN ON THE STREET AND/OR MAL WORKING HOURS.AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE SIDEWALK FOR CLARIFICATION ONLY. INSTALL IN PLANTER AREA THROUGHOUT THE OWNER/DEVELOPER, THE CSA146. COUNTY OF LOCAL JURISDICTION, AND THE LANDSCAPE AR- CIES BEFORE ANY EXCAVATION WORK TO IMPLEMENT THESE PLANS. , 'o 1 .800 SITE. CHITECT HARMLESS FROM ANY AND ALL UA8{UTY REAL OR ALLEGED. IN CONNECTION WITH THE THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS j a� 3) ADJUST ALL SPRINKLERS FOR HEAD TO HEAD COVERAGE. PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR UABIUTY ARISING FROM THE SOLE AT THE !OB SITE A N fl NOT{FY THE LAN flSC A PE ARCHITECT OR H{S L 2- 1 83 4) INSTALL BACKFLOW PREVENTER IN GROUND COVER OR SHRUB AREA ONLY. NEGUGENCE OF THE OWNER/DEVELOPER. THE CSA 145. COUNTY OF LOCAL JURISDICTION, OR o 5) AFTER ESTABLISHMENT OF ALL PLANT MATERIAL,CONTROLLERS SHALL 13E THE LANDSCAPE ARCHITECT. REPRESENTATIVE OF ANY DIMENSIONAL ERRORS, OMISSIONS, OR © 1 A ® 3® �® FEET n PROGRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO TWO WORKING DAYS BEFORE YOU DIG NOT SCALE THESE DRAWINGS. I]ItRI `TATION PLAN 0 - - - ........ RECOMMENDED FOR SEAL .COUNTY SEAL Ap VEp g DATE 7 = p L SHEET NO. o APPROVAL �tiDSC,4 �O��I1 z_ s" �OFfSsip 0jjj F TRUST ' y�Ll.l r 44 ' Q� `�f �'�� u 4W �- F ROAD 1 ER,R RSIDE COUNTY,CALIFORNIA v- �Ub1 CS u 1�., ; 4` P Architeeturt a p� r,. 1 U 7 i u, "' c� XP. ATE ENIFE �� > i aA4W_Sd4WL6_ u a� w a = � , � ,i NO. E D � � ��5 a d t. 1345 4 � TRACTS 1 S 22543 � 22544 Old CkA►Malt•Third 19oor OF Zs SHTS. The private engineer signing these plans is responsible tot assuring the accuracy DATE 01 s`, E X�. 6-1-no 04 P� * * APPR BY DATE 901031 3612 Seventh Street Riverside, California UM FILE NO. end acceptability of the design hereon.in the event of discrepancies arising after CHECKED t3Y 7r 01 V 1 L �4.1 30 t lance A1i512 {T1`)7111-,930 g g' re DATE 13Y MARK APPR DATE �� ql ��T SCALE S r BENCHMARK county approval or during construction the private engineer shah be r E �'�' F �a1� for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE --- e0F CAS-�� DATE FOR WOL 3 the county. DESIGNED BY DRAWN BY-j'j,S, CHECKED BY R.C.E.NO. EXP,DATE o 9/5&,PVV UNAUTHORIM t:URKS AND USES ORIGINAL DESIGN E3Y: SCALITER IRRIGATION£NOINEERINB. INC. CJ1ilfit)il: SCAEITER iRR16A710N EN6NEfRINfi,INC.WIlL NOT BE RFSPOHSIBLE IF�IGAFION DESI�iH-WAFER PIANA6EPIkTIF FOR.OR LIABLE FOR.UNAUTHORIAD CHANEIES TO OR US5 OF THE IRRIBATION IN ON ALL IRRIGATION PLANS ARE PLANS, ALL MANTES TO THE IRR16ATION PLANS MUST BE IN WRITM AND PAST APPROXIMATE ONLY. WATER METERS AND ALL CONNED 9O2 AAREIN DRIVE BE APPROVED BY SCALITER 1RRI6ATIQI ENGiNEERI06,INC. TIDNS MUST 8E APPROVED 8Y E.M.W.D.'S CUSTOMER I €EDLANDS,CALWOMA 92374 SEIRYICE DEPARTMENT AND SUBDIVISION DEVELOPMENT ____-___ I * {714)79+5011 (714)794-5673 sEcnoN (714) IRRIG,4TION G-1ANGES eY RHA-LANDSCAPE II 00 SE R E S ' • � � � � J'r � � `,� �°y.. $ . � t 'fie AR 1 g 5, SEE SH'I. L-?. r _ _ _ tl2 N •IN P PK I" 1/ �,� j�_ ,� 1, _ N y ` ...r ._.aw. m.•r. f - 6 ,w.�r.�. ( . / 1/2 f12• �/. • I su�> ter! •r 31 �� ® ..��.r rrar�wr ... .... ... ... .moo :.. o®_ srarw i��riw ®® urn arm s rr�e �r� �r ss �w aws re�a w�� 7_147, 7 7 # a q F _ ._ ._ __ _, _ _, ..a , , r. _._. _ _. _ 1 4 L H 0, ROAD Air;,t -h v.�ivaw,w.urcr5>"4 .. �, ffi+->: "VS+:.,.-? _—. �... Inw - — `•.sK' ate+-avr ' .•�-.--.,,.n,,, � 't.._ +$. _ __ .. , ' � d.,..ri• '0°'�r._."°�'^:°^.._..,,..,.r..suN `.-aw�ey,wa4�x. .-,..,._.�,... ,...¢,..-...,._,.�.- -� d4sq'�::+"'..;,w...._-,...-�..". ,��..,.,.¢.�4..� .a.. ♦ �67"" ..__ ., -_:,__ ,_-..r.w, �r.�4,,,..,�,.. Ri ^""�.^ ,.- .. - _ .d cam..-•..:..............u... _�.;x+a'�.•_. 's'w� --. . " . a I � 4.. BYr'M'._�.._...--.-.-w�'aP c-'dA�'=..:.,•....•.,�-.^.+OtF4'+_,.. - :p2".,..,.. ..�._._._ Q '_..:,..".,,,,,. ., " $ �, � ��,_,.-r. m�F f ....... ,r .... ,,._ ^ '...T ''� � :M� 3 R 1 ,.. ._•.a`""",.�.» a_,,...._ ._,.,u., ``' 6 .1µ __... ,..,... .� '=. -r„av�atc�e.'.`a:a`sr� "".�.;�.-.snc�xx ww.x..�,;w_._..._ .......- .... _.,. ,., s,.... ....:. .,.,....,.,..- x- ... __-__ , �.. � -- `--^ ... .....z�<rn`..w.P.�•.-f.�.fir a.C+, „......... _,rtxn, _ __� 9� " .::- -<.e-....-_-_�.__t:...._ „.:,,..V.-�..�-..,.......,..<......_-.w_...v..-_..- •..._..._.._.. .._. .._.e._._.w...__w.__--__.�._. ae�...._.-...._-__-._-. --_.._ ...-..-..__.r �`�•x:,:_ 9da ��,y b',E�,. '<° , s i _ x� 'aaa_ y � � '� I � t -,.�.., .��,�..o..« s.:,�v,,;.,,�..,,..�..y..-<.�.,�>,..�<.�.��...:.............f.��....._:..,�,.,.�.-.,._.<.-,.,...<......-.:�.,« ---.,zgaN-.-_ ......,��w...c<..- � & .a,..«nw.-,..,.....e..w,.a,�,,.r...,....w.y.,,«s..,..,Hr....w...,,-,.�...<..�-�,�..w.�..r...,..._...-�.,..F'�„:e...:,,.._.� �„m�.:.,�.,.�.-...�..�,.�,r,.�.,_.,.,..�.,........-�..._...,-�.�-.a....._, -..- :.,�.,.:..,,..,....,.....x.,.3,...m.,,-.....�.....,�....,.....,....,.,.....,....�.-�w,_.._.�.rvs,�...-....''q-..,___,�.-�..,..�...-.,o�>a,...,<�.e�..,...d-... N.LC a -411 .. ate.. {Qf REFER TO SHEET L- I I FOR IRRIGATION LEGEND AND GENERAL NOTES. REFER TO SHEET L- IS AND L- 1'I• FOR IRRIGATION SPECIFICATIONS. 0 TRUCTION DETAILS. rC72 2 p 24 REFER TO SHEET L-3 OF THE RHA PROJECT # 01106 11/2 'I ' I 1 I/2 1A10 IS 0/2 2 205 v i 24 a .zJ, � � tr }'� 1h �, 1,,. n 1` jn a U2 VZ „m° Q 3 int '�✓ -A M _.._,.,.,.,.,___.... _..,,..,. :.9....,:a,,..,�...�..��.,m,,..�. _ .,,.._.,,,...�„_�•_.,.,......:...,��,.--:...... -- ..�.,..�..._.�,.,..<...,,....:�.,,,Y....,...,.......,._...,,,...._...:.��._,....,�,,.,...:._.n.�.,.�,.,�...�.f,..x,�,a...,�,.....,.-„�.......��,.w,.,,....,.«.,..,,_„_,.....w�....,x.,.-_,:..._,.»..�..��..a..... P.:,,.,•..,........,.,�,»„ .... .,...�,.....,w>..,....._,..,...w._._............ ...�,�. _... �..o.«+'°"'.k.."°` 11/2' 1�n' 1112 I +J� �w�wr�r�r� r_• re wws ��i®�� a� arw�r� —s ��r � � ® ®ems +��e�rw wow moo e�� maw•i �rw�ww�w ire�w�o•ear r�� o s �� Q C r I i S ', '°' N .�.�,.,.,�.»,,::,.��.,..n.,,�..`�a....w.......�,,.._...y..�,�:,�-.�....�.,..;� ,.'�. oii ^ TM.`"-g.Ti. �..,s,..-a..a.;�,g-4.:.....< au.:_:w;.�.'i...av-'.:w.ca�?+o :,...,..,.w -.,.s�✓:� w....._ ..,.,..,..r_....Jw: �'tilJrAmay.w e'en.. ......_... ............_,,..,.,_,....... ..:........,. .._ ._. _.<w,,:.,.:.:�,.«..,.. -°erM'"..`:"`. ......». e.. _.._.. .-,,..X ? "'_..�'_—...,^ ,. �,,.,: -..-,._..... w .� .... �,...-.,- _ ham..-..-.•-_�� _ -. w. .. _ _,. - - w ` zAl (� O L 8 i : i { SRT, Z Of N RA ER API'RO EO 81� I -' � I �'� ,1. ON-SIZE RECLAIMED T — N EASTERN MUNICIPAL WATER DISTRICT o V) CIVIL ENGINEER OF SIN VIVISIONS DATE a INCTIAL AT GENERAE, NOTES APPROVALS PROJECT ENG_ THESE PLANS ARE DIAGRAMATIC ONLY. THEY ARE TO BE USED IN a NOTES (TYPICAL): CONJUNCTION WITH THE APPROVED STREET IMPROVEMENT AND PRE- DESIGN -��-'" �--y 1) WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) CISE GRADING PLANS FOR ACTUAL CONSTRUCTION. a INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT Underground Service Alert RRbPERCbVERAGE,TNECONTRACTORSI-IALLFIELDADIIISTTHESPRINKLER SYSTEM CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILJTY FOR JOB SITE CONDITIONS DURING THE CONTRACTOR IS TO CONIFER WITH THE APPROVED GRADING BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PLANS FOR ALL ELEVATIONS AND OTHER SITE CONSTRAINTS. OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NOR- rn Call: TOLL FREE SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. MALWORMNGHOURS,ANDTHATTHECONTRACTORSHALLDEFEND, INDEMNIFY, AND HOLD THE THE CONTRACTOR IS TO NOTIFY ALL.APPROPRIATE: UTILITY AGEN- 2) MAINLINE,VALVES, IRRIGATION METERS,ETC.,ARE SHOWN ON THE STREET AND/OR OWNER O CIES BEFORE ANY EXCAVATION WORK TO IMPLEMENT THESE PLANS. 12) SIDEWALK FOR CLARIFICATION ONLY. INSTALL IN PLANTER AREA THROUGHOUT THE OWNER/DEVELOPER, THE CSA 145. COUNTY OF LOCAL JURISDICTION, AND THE LANDSCAPE AR- ICL SITE. CHITECT HARMLESS FROM ANY AND ALL UA131LITY REAL OR ALLEGED, IN CONNECTION WITH THE o 3) ADJUST ALL SPRINKLERS FOR HEAD TO HEAD COVERAGE. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UAB IUTY ARISING FROM THE SOLE THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS 422'413 4) INSTALL.BACKFLAWPREVENTERIN GROUND COVER OR SHRUB AREA ONLY. NEGLIGENCE OF THE OWNER/DEVELOPER, THE CSA 145, COUNTY OF LOCAL JURISDICTION, OR AT THE JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT OR HIS o 5) AFTER ESTABLISHMENT OF ALL PLANT MATERIAL,CONTROLLERS SHALL BE THE LANDSCAPE ARCHITECT, REPRESENTATIVE OF ANY DIMENSIONAL ERRORS, OMISSIONS, OR 0 1020 30 60 FEET TWO WORKING DAYS BEFORE YOU DIG PROGRAMMED TO IRRIGATE SOLELYDURINGNIGHTTTIME. DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO Q NOT SCALE THESE DRAWINGS_ IRRIGATION PLAN 0 RECOMMENDED FOR SEAL SEAL AP D DATE Z / � SHEET NO. 3/1 CA � REVISION APPROVAL Pa0fl1=i/0 �p,NDSCq p m,� I �o h �1 Ills. 0 T �iv N HLUS 9�}, THE PEGG TRUST �� b� L �,� �►� T�. �� p�Q 'Iq� `' COMhtI E RSME COUNTi CALIFORNIA .= T� ,�— 0- r �Aa�cectjurr Planning t z w >� W R.C.E.NO. EXP. DATE MENEFEE MEADOWS �`—z s 1N. 35930 � OF 28 SHTS�, EXP i-30-02 s °t° TRACTS 22543 & 2.2544 3Old61 City 1�. Ttet Floes g At assuring y DATE <Q�?�dl .f `� �( �is,ro, 7k APPROVED �Y DATE 90103 3612 Seventh Street • Riverside, California 9=sm FILE NO. iz The private engineer signing these plans is responsible for assuri the accurst /� ! R � �+� and acceptability of the design hereon.In the event of discrepancies arising after CHECKED BY 7j C�Vf L aft S ' p,,e �P SCALE rp_ f BENCH MARK L.I� 01512 (714) M-1930 � DATE 8Y MARK APPR, DATE E county approval or during construction, the private engineer shalt be responsible ��Q 3" � c for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE T£ \FOB pA FOR W.O. 3 the county-, DESIGNED BY V DRAWN BY ,G CHECKED BY OF CA R.C.E.NO. EXP.DATE o 915 w UNAUTHORIZED CHANGES AND USES CAUTION: SCALITER IRRIGATION ENGINEERING.INC.WILL NOT BE RESPONSIBLE ORIGINAL DESIGN eY: FOR,OR LIABLE FOR,UNAUTHORI2ED CHANGES TO OR USES OF THE IRRIGATION PLANS. ALL CHANGES TO THE IMSATION PLANS MUST BE IN WRITING AND MIST BE APPROVED BY SCALITER IRRIGATION ENNORMtG,INC. - SCAtiTER IRRI®iAT10N EHBIIIEERINB. INC. _.. _..._.-.._. ............_... ... (RRI6ATiOH DESI -WATER . HANA6EHENT 902 AARON DRIVE REDLANDS,CALIFORNIA 92374 (714)794-5811 (714)794-5673 P.O.C. CHANGE 5Y IL 1MT OF WORK SHA-�,4Nt��CAPE ARCHITECTS PARK r SEE SHEET L--7 BASIN PARK PKG. �� :::=:• •• I� ••r,,,,R,r,. ., :•:c•.:::• ..._ .. -- - ----- , REGULATIONS „ • � .•. ., •. ::..••.• .,.,..,.,.;... .....•:.:•.•r{,..err.. . .{ . .... r•. :.:❖..,. . .rr�. .• .. . .... g.,... ...... ... ..... .. rr .•3'•;"• w' V ALyE RAEI gO 8 CsPM) METE I :,:.;:. .::•• r. ti.•: .••:•: I $ • • LOSS THRU 2" WATER METER 1 .S ••: •...,:: .r. •%A •T•• :• S••}. ..•:'••.S}• • • • • . • • t a•:'l.•r.r .00P D CE SI .�• 'r• . mill V j LOSS THRU 1 605 OF 3" MAI N 4.1 PSI 3/ • • �((. ''- p I • , ', a, 3 •,� ' ;, ..' . • • . • v { / .' ' 1 y •u ' • ' 4 ' �a• LOSS THRU I GATE VALVES 1.0 P51 LOSS THRU 2" VALVE 1.2 PSI 2 �S L L INES 6. PSI ELEVATION LOSS l PSI �� era ter•�r era era �� ter: era fir• �� r�rn�� t�� r �� 1 r�� r �� .�s i!!� I ... ax�aw z..••ewma.:�:x.�..x'cu•rc:�v�_a.>s.:==s. ____ -•• C.-- --�. � ✓� •; - ,___ � __ _:, ; '•�,�. MIS LOSS THRU FITTINGS 2.9 P51 TOTAL SYSTEM LOSSES 32.4 P51 PRESSURE REQUIRED AT HEAD 30 PSI REGULATED STATIC PRE65URE Toro PSI 148 S a�• 4 s BR U.4 A A 5 ROAD 5 3 5 4 +� PUMP BOOST 10.2 P61 -} t g - - �� ® �I 6 �� RE51DUAL PRESSURE 15.0 PSI Ile /i �•trL �� rr�� r�� O� t� •� �It� O�rrrrrrrrrl��r� ollilimieo�tiiitiiim timiiiiit mmi `s - - PEG TRUST-PALM DESERT PUMP#A April 10, �z 2001 3/4 3/ �4 I f !" Ir 34 3� / FURNISH AND INSTALL A PREFABRICATED IRRIBOOST MODEL IBGA5-.5-2 ONE �q PUMP WATER PRESSURE BOOSTER SYSTEM AS DESIGNED AND FABRICATED r` �, GREEN TECH(800-427-0779).THE SYSTEM SHALL BE CAPABLE OF PROVIDING A cis (12 2tr MINIMUM BOOST PRESSURE OF 17 PSIG WHILE SUPPLYING A FLOW RATE l f I l l I l l l If 16 I• m rn ITfT 1 tT fill 1111111111 FROM 0 TO 48 GPM WITH A SUCTION PRESSURE OF 66 PSIG MINIMUM. LMT OF WORK PUMP SHALL BE SINGLE STAGE, END SUCTION DESIGN,CAST IRON BRONZE __ ® FITTED CONSTRUCTION, EQUIPPED WITH MECHANICAL SHAFT SEAL,BACK PULLOUT DESIGN. PUMP SHALL BE MODEL 5GA5-1.25 RATED 48 GPM AT 40 FEET HEAD, AND DRIVEN BY 1/2 HP, 110 VOLT, 1 PHASE,60 HERTZ,3600 RPM, ODP MOTOR.. L- FOR IRRIGATION LEGEND AND GENERAL NOTES. PROVIDE A METAL OXIDE VARISTOR PROTECTED ISOLATING PUMP START REFER TO SHEET L- REFER TO SHEET 12 AND L- FOR IRRIGATION SPECIFICATIONS.9 BY BARRETT ENGINEERED PUMPS,SAN DIEGO,CA.AND PROVIDED BY UNITED REFER TO SHEET L- FOR CONSTRUCTION DETAI RELAY TO AUTOMATICALLY CONTROL PUMP ON/OFF OPERATION IN - CONJUNCTION WITH THE IRRIGATION CONTROLLER. INCLUDE A H-O-A SWITCH TO SELECT MODE OF OPERATION. FURNISH A NEMA 4 CONTROL PANEL, CIRCUIT BREAKER, MAGNETIC STARTER WITH OVERLOAD PROTECTION ,AND ALL NECESSARY WIRING AND COMPONENTS FOR AUTOMATIC OPERATION. QTHERE SHALL BE A LINE MOUNTED FLOW SWITCH THAT SHALL MONITOR THE 1 WATER FLOW AND AUTOMATICALLY TURN THE PUMP OFF SHOULD THE WATER FLOW STOP. THE FLOW SWITCH SHALL BE SENSITIVE ENOUGH TO REGISTER FLOW RATES OF 1 FOOT PER SECOND. THE FLOW SWITCH SHALL OPERATE IN CONJUNCTION WITH A TIME DELAY RELAY TO PREVENT FALSE ALARMS. o ,j THE SYSTEM SHALL HAVE SYSTEM MOUNTED PRESSURE GAUGES FOR ( .�� 112 t& �4 I/ 1� 1�2 �'12 I �� I/ 1" 8� ! J/�L rh 3� I" �� I/ I'\ (� �� Ir j�/ (� ®� INDICATING SUCTION AND SYSTEM DISCHARGE PRESSURE.SYSTEM SHALL ..... v-1, USE BRASS QUARTER URN BALL VALVES ON SUCTION AND DISCHARGE I LINES INCORPORATE FULL PUM P SYSTEM PIPE SIZE BYPASS WITH ALL BRASS :l CV •: :s'=:��r •rX•:� •t.'s1. :•:r:r:• ��i •`• =:c�-:c::';_:`; .A.1:,.�.:::a�r:G• :.ri•: ::ti:�• S :' DISC CHECK VALVE. THE SYSTEM TEM SHALL USE TYPE"L"COPPER ON ALL ABOVE ] S � 1 :•r�:rrr:•:•:r L` :=':rh .•�! :;:ti•' :;. ��:....'•••:':.•:•::�. ��:'?;• •. ::��':'•:;:;:;:•:;::':•. R PIPING. MP SYSTEM PIPING SHALL LL BE 2"SIZE ON INLET T AND ,7 ti :•S 14: ti•:;:} 4:• :••{r::•: ��' :�ti=:'�'• r•:�::��•• OUTLET S:�;�' •-'`•:=:=:'' ::.• ALL PREA SEMBL ED_ •f� ,•erg .. ....... . . .. ...... . ....... ::::. . .... . .......:............:......... :is i:fi::::r: �:�:::ti;: .. THE SYSTEMSHALL H ALL BE MOUN TED O O N COMMON STRUCTURAL TR TURAL STEELSTAND S.:.L•J�.454>• { � U AS WITH PIPE SUPPORT PPORT REQUIRED. D. THE SYSTEM COVE R ' '' ' =r • ::l1liM4klk�iM� ' . r. SHALL BE VA N DAL i AND WEATHER RESISTANT MARINE GRADE ALUMINUM ALLOY 505 -H32 :;t�tiFti<� .r.. � CONSTRUCTION WITH •�.• ., T TH RECTANGULAR PUNCHOUTS O VIEWING::tip' :•..•� .: FOR I WING AND HEAT DISSIPATION. THEENCLOSURE S RE SHAL L BE CENT .t` AS SS :: r: ER SPLIT DESIGN.THE :.3 S MECHANISM LOCKING M SM SHALL E B FULL RELEASE STAINLESS _ INL STEEL WITH .t •• s• •.. �'•.: .. .. ::•:: ::::;:.•{: .x ••;•••is•:. ... :s':'•F.s is{�:�.� :�� $:•:f: :v. PADLOCK I N. THE COV..:. •a•: ::�•%• ER SH•. .r.. •.�F:�:�'�' ALL BE SECU E O C... .+. .., .�. a•.•..• R D T THE ONCR TE l PADamps WITH STAINLESS STEEL • ��d!! HARDWARE. 1/ P` a a • a ' 1 R 1 '3� e ' "�� jq . . `!y,• . �• >�a i. 11• a • • 3 ' ^ t/ Iy // MAKE V D fEIY CONNECTION At NEW it" IRRIGAtION METER, to RE Phovloeb by NaAL CONTRACTOR, f tftft to .:E�IGI�IEliRING I I bilAWIN63 POh# ADDITIONAL 1NEORIl1AThON. EXtENo NEW I'RE�URE ®+ ® FAIN, AS SHOWN. PRESSURE SUPPLY LINE to EACKPLOW UNIT t0 // �� 1 14t:0 45 . BR 5 8 �, �'S 5 9 BE At PER LOCAL CODE - 61 AS 45 �"� I.O.7�1�A f U- c STATIC WATER PRESSURE 66 PSI � NOTE: �a �hu � SYSTEM DESIGN PRESSURE 30 PSI Off ALL IRRIGATION SCREENED ON THE WEST SIDE S•A• 33 A PEAK IRRIGATION DEMAND 48 GPM OF BRADLEY ROAD IS NOT A PART OF THIS V•O• R - 1 MV SUBMITTAL. C.o i 2 i�L �2l F5� / i r cooRoI OF - r �� x �2 SNi. 3 OF 2d . — - - -- — t ON-SITE RECLAIMED •A1ER APPROVED 81: 3i4 3� I 2° i/y IN I• 3�y lh 3�4 V I� _ .__ I" 3� Ir' 34 , 3i �, �` �'� EASTERN MUNICIPAL WATER OIS1R1C1 AUTOMATIC IRRIGATION CONTROLLER 'A', RAIN BIRD ISC-24 AND ISC-120 EQUIPPED WITH AN i$C-RC REMOTE CONTROL WTERPHASE TO PREVENt OveRLA • �at 13 L 'u O � VANDAL:RESISTANT CONTROLLER ENCLOSURE, MODEL NO. Sb-18DSS, SEE GENERAL NOTES CIVIL ENGINEER OF SUBOI SIONS DATE r CONSTRUCTION DETAIL NO. 8 SHEET L-I2 AND IRRIQAtION St+ECIPICATIONS INITIAL DATEc ® FOR ADDITIONAL INFORMATION GROUND CONTROLLER WITH A i/2" BY W THESE PLANS ARE DIAGRAM I ONLY. THEY AR TO E USED IN � PR01ECt �,�� !J NOTES(TYPICAL): COPPER GROUND ROD. ELECTRICAL METER AND/OR 11N/120 VOLT POWER CONJUNCTION H THE A ROV STREET IM VEMEN ND PRE- APPROVALS ENS' 4z 6 1) WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, EES, ETC.) STUB-OUT AT THIS LOCATIO BY OTHERS. INSTALL RAINBIRD'UhIKRAINSO.' CISE GRADING L ACTUAL TION. INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO NT .PROPER COVERAGE,THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SY M THE CONTRA OR IS TO CONFER WITH THE APPROVED GRADING Underground Service Alert BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EAC SIDE CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING PLANS FOR LL ELEVATIONS AND OTHER SITE CONSTRAINTS. OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTM NTS THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND • SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. PROPERTY:THAT THIS REOUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UL41TED TO NOR14 - Call: TOLL FREE 2) MAINLINE,VALVES,IRRIGATION METERS,ETC.,ARE SHOWN ON THE STREET AN OR MAL.WORKING HOURS.AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY. AND HOLD THE TH CONTRACTOR IS TO NOTIFY ALL:.APPROPRIATE UTILITY AGEN 11 - SIDEWALK FOR CLARIFICATION ONLY. INSTALL IN PLANTER AREA THROUGHOUT OWNER/DEVELOPER, THE CSA 145. COUNTY OF LOCAL JURISDICTION. AND THE LANDSCAPE AR- Cf BEFORE ANY EXCAVATION WORK TO IMPLEMENT THESE PLANS. SITE. CHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH ti;..'.••�� : < t� 1 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS :: -• 3) ADJUST ALL SPRINKLERS FOR HEAD TO HEAD COVERAGE. PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISI FROM TH OLE .,sa. • •::s':; NOT A PART NI ,s ti" •• 422-4133 4) INSTALL BACKFLOW PREVENTER IN GROUND COVER OR SHRUB AREA ONLY. NEGLIGENCE OF THE OWNER/DEVELOPER, THE CSA 145. CO NTY OF L J N OR AT THE JOB SITE AND NOTIFY i F Y THE LANDSCAPE ARCHITECT OR H I S 5) AFT'ER.ESTABUSHMENT OF ALL PLANT MATERIAL,CONTROLLERS SHALL BE THE LANDSCAPE ARCHITECT. REPRESENTATIVE OF ANY DIMENSIONAL ERRORS, OMISSIONS, OR s '•s1 (Rs#•r To Basin Park & Bicycle Pathway) g 1020 30 60 FEET DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO DD7 PROGRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME. I[ZRICrATION PLAN ' TWO WORKING GAYS BEFORE YOU DIG NOT SCALE THESE DRAWINGS. � c G sisiml ca 1 RECOMMENDED FOR SEAL COUNTY SEAL O( SHEET NO. c FMASION APPROVAL AP ED BY DATE R�arOi �OfE==N Lp,NOSCgp THE PEG-G TRUST t� A. � QN HLUB!¢ q� Hlubl�C Inc WI LNJ �I �! O 0 ow tiQ�s,C�' F R, RSIDE COUNTY,CALIFORNIA iY a j I Li.. e �Architectare • Planning L 3 c. � � W = W . .E.NO. EXP.DATE MENIFEE MEADOWS 28 a>< Mo. 33950 j we Old City HA •Third Noon OF SHTS. APPROVED BY DATE t/� TRACTS 22543 & 22544 L EXP 6-.�0-02 • •#C �isvo, * 3612 Seventh Street o Rivtrside California lZS01 The private engineer signing these plans-is responsible for assuring the accuracy DATE�(a1la � ! 901 lJ3 FILE NO. and ace tabilit of the design hereon in the event of discrepancies alai alter 'Ir I Y{ Liceam#1512 (714) 7$1-19'30 couy DATE BY MARK APPR. DATE , CHECKED BY E �,�` S We art SCALE n_ r ! BENCHMARK for dete�ng or during olutiontandnrevising gthe plans for approval hall be � by ENGINEER REVISION$ COUNTY DATE E T��F OF CPS-��0 rATE 3� FOR W.Q the county. DESIGNED BY V,Cj DRAWN BY� , CHECKED BY IZ9. J5 R.C.E.NO. EXP.tjATE 9/5 _V V UNAIiTHMaD CHANGES AND USES CAUTION: SCALITER IARISATW ENGINI MN6• 4C.V At.NOT BE MIMNSIBLE FOR.OR UMI•E FOR. CHANGES TO UMS OF THE IA UTION ORIGINAL DESIGNR.UNAU �: PLANS. ALL CHANGES TO THE ffJSATWN°PtMG MUST BE IN VMTM AND MST BE APPROVED BY SCALITER 110116ATIM PMAEM4.INC. _ PRESSURE LOSS CALCULATIONSr SCALITER IRRIBiATION EN8)INEERIN6, INC. (VALVE 51 tv 50 GPM) METER 2 WIGATION DES16N-WATER MANA6Et1ENT LOSS THRU 2" U)ATER METER Ub PSI 902AARONDRIVE -6 LOSS THRU 2" R/P DEVICE 1100 PSI REDLANDS.CALIFORNIA 92374 ! (714)79+5011 (714)794-5873 LOSS THRU 960 OF 2 iz MAIN 1.3 P51 LOSS THRU I GATE VALVES 1.0 PSI _.. LOSS THRU 2" VALVE U PSI DISCONNECTION OF LOSS THRU LATERAL LINES 13.0 PSI ELEVATION LOSS 3-0 PSI MAINLINE FROM NORTH MISC. O AL SS'STEM LOSSES S 422 PSI SIDE 5 PSI � STREET � �N I LIMIT OF WORK i � PRESSURE REQUIRED AT HEAD 30.0 PSI CI-ANGED 5Y & �� ( 3� 3 r til '� (� `� Jill IIIIIIIIII IIIIIIIII i fill REGULATED STATIC PRESSURE 13Z PSI RHA-LANDSCAPE r,• PUMP BOOST 142 PSI ARCHITECTS :tip=• r. R :S gm- .1 S -•% R S•❖• AS•A:•.• S 7. :•�•::}:;�:::•:::::;�;�.}-.•:;:�.:�:tiff r;::�•• •1�� ' RESIDUAL E SSLI L PR RE 1 Y• :ti�� RE D 5. S I .A.•r r`. A. 20 ••Y 1 :tiff••: I :. `:Sti:•Y: t.S •Y.• .A } •�1• ....... .... Y{r44 ��'-•' �y�y,� •S ar• : •• • _ r�:SAL ••.•-` .• : •.• •.S•.5:.�•: .: •` _ Y 3 ( f i t • p _ ..,... .A:.......:•..1.•. _ PE TRUST-PALM.A.• l G DESERT PU MP#B Aril 10 •J ti :•h- n 9 7L C •h . A. •tiff..•-:.Y.: Y'•' 2001 .•.•:•' IMF( _ _ h. E Y• U Ram F RNISH AND INSTALL A PREFABRICATED - IRRIBOO O ST MODEL IBGA5•. O •.J En z75 2 ONE • • •, •, .Y,•, ••:.Y.•• ❖:. :••❖• Y.,, •:•❖•• •. : {•.•••••::l:•:•:•}:••❖. J. ti.. •;•,.•S ••;'Er.,iOS;:;•�•••:•a:'•• •::ji'.:�ti••:.•.S•: .::'I'-.. L••:I SS. -•S•• .} A .h• .Y:• PUMP WATER PRESSURE O::�'• Y ..•s. RE BOOSTER SYSTEMA h. .:a A. •:•�:.• �.• h ..• •>:�••�•• :. R S DESIGN D ND•�:.� •.:..�::•:. ::• E A FABRICATED Y:• }. .:'.� Y• g C'❖••i y:{ ::\•: :••Y•. BY BARRETT ENGINEERED PUM PS,SAN DIEGO CA.AND PROVIDED BY UNITED GREEN ECH 80 T 0.427- 779 .TH E HE SYSTEM SHALL BE CAPABLE OF PROVIDING . R VIDING A ,Y C,3 ',�/ (fl Ih ° 3 • } • v 3/ ` �}/. Aal 3 .s - MINIMUM BOOST PRESSURE OF 23 PSIG WHILE SUPPLYING A FLOW RATE --- -} `— -- FROM 0 TO 50 GPM WITH A SUCTION PRESSURE OF 73 PSIG MINIMUM. ® ��. ��.• �� .� �..�. ..� A �. ... .�.. PUMP SHALL BE SINGLE STAGE, END SUCTION DESIGN,CAST IRON BRONZE EQUIPPED WITH MECHANICAL SHAFT SEAL BACK PULLOUT DESIGN. PUMP SHALL BE MODEL 7GA5 -1.25 RATED 50 GPM AT 40 FEET HEAD,AND DRIVEN BY 314 HP, 110 VOLT, 1 PHASE,60 HERTZ,3600 RPM, i , `, � _ ri ODP MOTOR. 62 63 44 a►9 64 ]BRA � � 65 6S ��%� ST 5O IV� R.O.A �, � PROVIDE A METAL OXIDE VARISTOR PROTECTED ISOLATING PUMP START i l • h 11 RELAY TO AUTOMATICALLY CONTROL PUMP ON/OFF OPERATION IN Ili f� I CONJUNCTION WITH THE IRRIGATION CONTROLLER.INCLUDE A H-O-A SWITCH Q f ® TO SELECT MODE OF OPERATION. FURNISH A NEMA 4 CONTROL PANEL, T (�� 8 CIRCUIT BREAKER, MAGNETIC STARTER WITH OVERLOAD PROTECTION,AND 2h ALL NE THERE SHALL BE A LINE MOUNTED FLOW SWITCH THAT SHALL MONITOR THE (� � / ----, � WATER FLOW AND AUTOMATICALLY TURN THE PUMP OFF SHOULD THE WATER FLOW STOP. THE FLOW SWITCH SHALL BE SENSITIVE ENOUGH TO REGISTER Is FLOW RATES OF 1 FOOT PER SECOND. THE FLOW SWITCH SHALL OPERATE IN .v DO y • 4 ' -- ---- - CONJUNCTION WITH A TIME DELAY RELAY TO PREVENT FALSE ALARMS. !, [` �d THE SYSTEM SHALL HAVE SYSTEM MOUNTED PRESSURE GAUGES FOR INDICATING �r (r / �1 rz 3/A P./1,1 3/ (" I� 1. :�/a (�' 3/ � 3� 34q �/ll � (�` (f� >�Z IY4 lyre (r �•-•�iI I� SUCTION AND SYSTEM DISCHARGE PRESSURE. SYSTEM SHALL USE BRASS QUARTER J �h TURN BALL VALVES ON SUCTION AND DISCHARGE LINES.INCORPORATE FULL PUMP r I ` SYSTEM PIPE SIZE BYPASS WITH ALL BRASS DISC CHECK VALVE. THE SYSTEM SHALL USE TYPE"L" COPPER ON ALL ABOVE GROUND PIPING.PUMP SYSTEM PIPING SHALL Q fill TTTT�fT I I I l°1-#T 1 1)i i I I I I I I I I -YET Z254f� -rzAx_•f 2251=-1 BE 2" SIZE ON INLET AND OUTLET,ALL PREASSEMBLED. - LIMIT �' ��.�. y� �t THE SYSTEM SHALL BE MOUNTED ON COMMON STRUCTURAL STEEL STAND WITH PIPE NOTE: Y SUPPORT AS REQUIRED. THE SYSTEM COVER SHALL BE VANDAL AND WEATHER MATCHLINE STA. 98 + 43.00 SEE/SHEET L--,, ry RESISTANT, MARINE GRADE ALUMINUM ALLOY 5052-H32 CONSTRUCTION WITH ALL IRRIGATION SCREENED ON THE WEST SIDE RECTANGULAR PUNCHOUTS FOR VIEWING AND HEAT DISSIPATION.THE ENCLOSURE REFER TO SHEET L-It FOR IRRIGATION LEGEND AND GENERAL NOTES r SHALL BE CENTER SPLIT DESIGN. THE LOCKING MECHANISM SHALL BE FULL RELEASE REFER TO SHEET L- It AND L• N' FOR IRRIGATION SPECIFICATIONS. OF BRADLEY ROAD IS NOT A PART OF THIS STAINLESS STEEL WITH PADLOCK PROVISION. THE COVER SHALL BE SECURED TO CTWN D I SUBMITTAL. ' l� ' �2� D„ �2, a�, � 1, /�,L THE CONCRETE PAD WITH STAINLESS STEEL HARDWARE. A AUTOMATIC IRRIGATION- CONTROLLER 'a', RAIN BIRD ISC-24 AND ISC-12,. 0 iERF.I/EI x - " 1 < < OVERLAPPING. OPERATION, ENCLOSED IN 'STRONG BOX' STAINLESS' STEEL, A r/Z i -� '' .i I<s lfi VANDAL-RESISTANT' CONTROLLER ENCLOSURE, MODEL NO. SO-181DSS, SEE -Arm ' • �° 9S 3/ r CONSTRUCTION DETAIL NO. $ SHEET L-1� AND IRRIGATION SPECIFICATIONS y FOR ADDITIONAL INFORMATION GROUND CONTROLLER WITH A 1/Y BY 5' <61 y 1 2��2 4 ( _ COPPER GROUND ROD. ELECTRICAL METER AND/OR 1101120 VOLT POWER ■ ,4,v STUB-OUT AT THIS LOCATION BY OTHERS. INSTALL RAINBIRD'UNIKRAINSO' +1 1, a RAIN SHUT-OFF DEVICE. .� --- -- �-.- a -- - '-•"tea Pill 3/ Ir�' 4 Ir S 3/ j ••ti'`•:= Y` 0� / � Ik _ J _ •O S•.•• a•• h Y i S h r, :A •i s} .� ::•u}: A AT APRAO EO BY:..... •::� : .�•.... 1 RECLAIMED E 1 0., -Siff .T.: .Y. rY T TR C PA WATER DISTRICT MUNICIPAL E 01 EASTERN RN 1� NICI 3 ESE 1 I • 14.4 # �-Z i�rre�o Ly.Lela .xe�: is/z3ft • _. .�,...� �� *•� _ ..r .�+ S.A. 33 ( (!)CIVIL ENCINEEA OF SUBUIIVISIOiIS OAIE _ r.0. 93- 231 INITIAL AT 2 A ` �' C.0 PIIO.IECI ENG. 11(9192, E COORO. 24_iA APPROVALS s� ?C 50 2 T1 RADU �� 41 8� 4 ;4t 7 ro -�. t 75 8� 43 SHL 4 al _ DESIGN M 2r' ® 4 _ tt METER ;2 0 �m�� r��i� ��.� �� _ - .ram a� �� CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 1�1 Q • I Zi 2 THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND Q PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NOR- "' 4 4 2 ,�, • / --�" i • ! , a`c ,° �=-�" 4 MAL WORKING HOURS AND THAT TH -ifE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AN Ow woffor:! OWNER/DEVELOPER, THE CSA 145, COUNTY OF LOCAL JURISDICTION, AND THE LANDSCAPE AA- � A CHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE 3 3/ I'� IzhJ �a d /h Z�/ ifi 3/ 3� �„ )�4 �" PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UABIUTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER/DEVEL.OPER, THE CSA 145, COUNTY OF LOCAL JURISDICTION, OR 0 THE LANDSCAPE ARCHITECT. 0 G'Ei&FRAL NOTES `L THESE PLANS ARE DIAGRAMATIC ONLY. THEY ARE TO Br USED 1 I' ` E° 2 2, MAKE POINT OP CONNECTION /LIT NEW 2" IfthloAtIoN MITER, to bE u NOTES ITYPICAL): CONJUNCTION WITH THE APPROVED STREET IMPROVEMENT AND' PRE- COI�TR'AC i) WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) CISE GRADING PLANS FOR ACTUAL CONSTRUCTION. l , DRAWINGS FOR ADDITIONAL IN€ORMAtION. EXtENt1 NeW PRESSURE INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT (MAIN, AS SHOWN. PRESSURE SUPPLY LINE t0 RAckft 1N UNIT t0 Underground Service Alert PROPER COVERAGE,THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM M M IMf ti THE CONTRACTOR 1S TO CONFER WITH THE APPROVED GRADING 9E AS PER LOCAL CODE w BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE PLANS FOR ALL ELEVATIONS AND OTHER SITE CONSTRAINTS. � �I ' ' T01+10. } SSE L,�° 0 STATIC WATER PRESSURE 73 051 x OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS STEAM DESIGN PRESSURE_; — _ _ 30 . .PSI Call: TOLL FREE SHALL BEMADE AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR IS TO NOTIFY ALL;.APPROPRIATE UTILITY AGEN- EAK IRRIGATION DEMAND 5o GIPM 2) MAINUNE,VALVES,IRRIGATION METERS,ETC.,ARE SHOWN ON THE STREET AND/OR SIDEWALK FOR CLARIFICATION ONLY. INSTALL IN PLANTER AREA THROUGHOUT THE CIES BEFORE ANY EXCAVATION WORK TO IMPLEMENT THESE PLANS. a 1 -800 SITE. ti THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS hha'•.hf ON ALL iRRIGA PLANS ARE Q �a 3) ADJUST ALL SPRINKLERS FOR HEAD TO HEAD COVERAGE. Y�•,, h�-•�•. •,:, NO-T A.-PART- Q 4 INSTALL BACKFLOW PREVENTER IN GROUND COVER OR SHRUB ONLY. AT THE JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT O R HIS ,.,,.,.,,,, :,,:,r',• APPROXI ONLY. WA S CONNE 1 0 422 4133 ) :> • a .• Refer To Basin Park & Bicycle Pathway) 5) AFTER ESTABLISHMENT OF ALL PLANT MATERIAL,CONTROLLERS SHALL BE REPRESENTATIVE OF ANY DIMENSIONAL ERRORS OMISSIONS OR r• .Aa•�a-.;;�•• • Y TIONS MUST B D .D.'S A 1O 2� � S� FEET TWO WORKING DAYS BEFORE YOU DIG PROGRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME. DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO SERVICE DEPARTAiIEN 7 AND SUBDIVISION DEVELOPMENT % NOT SCALE THESE DRAWINGS. IRRIGAnON PLAN sisrml ca RECOMMENDED FOR $ + �' SEAL AP VED B DATE _ • i �� h SHEET NO. 0 REvISIaN APPROVAL 0�0 A• oTy��s �p,NDSCgp�, THE PEGG TRUSS' Hlubi z HLUB�k NQ9,jjC� 40ft TRA ,RIVERSIDE CALIFCiftlJiA �`• �,,_ C� � Inc (L-4i �, Lan&ml*Architecturt.a Plamuing v s No. 33950 s w R.C.E.No. EXP.DATE MEN I. EE MEADOWS . Zg x 5 _ -�2 TRACTS 22543- & 22544 ' 'TIC R b 7 • o; -� OF . SHTS, DATE �► � �c��►� ��`! � "�'1,%�e * APPROVED BY DATE 90103 36u sev«�th stet R;„e,,;�, calife>�ia � FILE NO. ; The private engineer signing these plans is responsible for assuring the accuracy E I ic�cnie /1512 (4dq} 781-1930 and acceptability of the design hereon.in the event of discrepancies arising after DATE BY MARK APPR. DATE CHECKED BY DF C A' ' ,, � �Q SCALE 1 ri_30r-0" BENCH MARK � for decounttermining an acc or eptable s olutionsthe private and revising the plaanns foe�rovalble by ENGINEER REVISIONS COUNTY DAB Tyr- OF CP•�-��0�= DATE F� w0 3 the county. DESIGNED BY CA DRAWN BY C CHECKED BY t2n J R.C.E.NO EXP.DATE c 0 915 -VV UMA61110RUM CNAN6E5 A11b IMS FC (714) ITER iRR141iATlON ENOINEERIN6. INC. CAUTION: SCALITER IRRIGATION ENGINEERING,INC.WILL NOT BE RESPONSIBLEATION DESIG -WATER MANAGEMENT ARON DRIVFOR,OR LIABLE FOR,UNAUTHORIZED CHANGES TO OR USES OF THEIRRIGATION nNDS.CALIFORNIA 92374 PLANS. ALL CHANGES TO TIE N2RIGATION PLANS MUST BE MI WI11T1N6 AND MUST .�.I.R.RPG AT.10N--:L.EG,EN-D 794-5811 -(714)794-5873 BE APPROVED BY SCALITER U06ATION ENGINEERING.INC, SYM. DESCRIPTION MANUF. & PART NO. REFERENCE RECLAIMED WA R NQM,- • REMOTE CONTROL VALVE.SIZE INDICATED GRISWOLD 2000 SERIES DETAL NO.6 IN -SITE E AI THE METER REMOTE CONTROL vALVE,SIZE wDICATm GP9WYOLD 2MO DETAL NO 5 INFORMATION REQUIRED, THE FOLLOWING SPECIAL ON-SITE RECLAIMED WATER NOTES ARE TO BE SHOWN ON ALL ON-SITE RECLAIMED WATER SYSTEM GENERAL IRRIGATION NOTES: P BOOSTERPUMPASSEMBLY BARRETT ENGINEERED PUMP / DETAIL NO.9 CONSTRUCTION PLANS: ,�='I"ffiE'iRR1GA'710N'SYS'1gEAifDESit3N'IS°BASED'ON1"IFiE MINquIUM•OPERATiNG�PRESSI]RE AND7F"iE MAXIMUM FLOW- . -. ....- IBGA5.5-2 METER 1 & IBGA5.75-2 METER 2 1. THE INSTALLATION OF THE RECLAIMED WATER SYSTEM SHALL CONFORM DEMAND SHOWN ON THE DRAWINGS AT EACH POINT OF CONNECTION. THE CONT SH RACTOR ALL VERIFY BACKFL DW PREVEN ION UN HM T JONS 575W WITH A YSBR ER STRAIN DETAIL NO,1 WATER PRESSURE PRIOR TO CONSTRUCTION,REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE ®TO THE REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGALINE SIZED PER EIiAWD STD. DWG. B-�7 YION POINT OF CON SYSTEMS WITHIN THE EASTERN MUNICIPAL WATER DISTRICT. NECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. SHUT-OFF VALVE(BALL_TYPE},PIPE SM 2'AM NIWO T-0BO DETAIL NO.3 2. THE EASTERN MUNICIPAL WATER DISTRICT INSPECTION DEPARTMENT 2.THIS DESIGN IS DIAGRAMMATIC. ALL PIPING,VALVES.ETC.SHOWN WITH IN PAVED AREAS ARE FOR DESIGN 2-10 AND LARGER EH wo WD-m CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE, BELOW PAVED 0 (�CI( VALVE •NgFl6orf 7*44O R 4r) DETAIL.NO.4 SHALL BE NOTIFIED TWO (2) WORKING DAYS PRIOR TO THE START OF AREAS A MINIMUM OF Ir LAYER OF CLEAN FILL SAND SHALL BE INSTALLED ABOVE AND BELOW PIPING, ALJ'TOMATiC CONTROIi:ER RAIN BUMS ISC-SERIES-8,N0.OF STATIONS. DETAIL NO.8 CONSTRUCTION AT (714) 7W18W, AND EACH WORKDAY THEREAFTER 3• BEFORE ANY WORK COMMENCES,A CONFERENCE SHALL BE HELD WITH THE OWNER'S REPRESENTATIVE UNTIL COMPLETION OF PROJECT. AND THE CONTRACTOR,REGARDING GENERAL REQUIREMENTS OF THIS WORK NEW IRHIGATON METER BY DEVELOPER NA NA 3. ALL ON-SITE RECLAIMED AND POTABLE WATER PIPING INSTALLED ON a. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES PROTECT ES AND ANY SIZE INI"TED ON PLANS OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS,AND HE IS RESPONSIBLE FOR OR THE PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH THE DISTRICT'S PROTECTION OF,AND ANY DAMAGE TO THESE LINES OR STRUCTURES. �-- PRESSURE SUPPLY LINE TO METER AND TO TYPE W COPPER.OR AS PER LOCAL CODE SPECIFICATION REGULATIONS AND THE IRRIGATION SPECIFICATIONS. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 86P•U o%M INDICATED DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND f A. COLORED AND STENCILED PIPE OR WARNING TAPES SHALL BE USED WORKI HOURSANDco�TTo GREEST�NDAsmI EMNIFYAm OLD NORMAL mDESIGN � My MASTER VALVE WITH REGULATOR RAINEiIRD 1200-PESB ON ALL PIPING CARRYING EITHER RECLAIMED OR POTABLE WATER. PROFESSIONAL HARMLESS FROM ANY AND ALL UABIUTY,REAL OR ALLEGED,IN CONNECTION WITHTHE FS BRASS FLOW SENSOR DATA INDUSTRIAL%R22813-2 PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE Ok B. WARNING TAPES SHALL BE A MINIMUM OF THREE INCHES (3") WIDE DESIGN PROFESSIONAL BROWNLINE,`ALERTUNE' VIOLET COLORED PVC SPECIFICATION AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL a. DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN FT IS OBVIOUS,IN THE ■fir PRESSURE SUPPLY LINE,SIZE INDICATED r AND LARGER USE PVC CLASS 315 FIELD, THAT OBSTRUCTIONS,GRADE DIFFERENCES,OR DIFFERENCES IN THE AREA DIMENSIONS EXIST PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE. -_ 11/2"AND SMALLER USE PVC SC 40 THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES C. WARNING TAPE FOR THE POTABLE WATER PIPING SHALL BE BLUE IN SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. IN THE EVENT NON PRESSURE LINE,SIZE INDICATED PM M 40 SPECIF"TION THIS NOTIFICATION IS NOT PERFORMED,THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY �� COLOR WITH THE WORDS "CAUTION: BURIED WATERLINE BELOW" REVISIONS NECESSARY AT No ADDITIONAL COST TO THE owrEA, DENOTE MAIN LINE SLEEVE,SIZE INDICATED PVC SC.40 2X LINE SIZE SPECIFICATION_ IMPRINTED IN MINIMUM ONE INCH (1") HIGH LETTERS BLACK IN 7. THE CONTRACTOR SHALL FLt1SHAMADJUSTALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO DENOTE LATERAL LINE SLEEVE,SIZE INDICATED PVC SC.40 2X LINE SIZE SPECIFICATION COLOR. IMPRINTING.SHALL BE CONTINUOUS AND PERMANENT. PREVENT OVERSPRAY ONTO WALKS,ROADWAYS,AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS --� DENOTE SLEEVE FOR WIRES,SIZE INDICATED PVC SC.40 SPECIFICATION SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT-THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH D. WARNING TAPE FOR THE RECLAIMED WATER PIPING SHALL BE LAVENDER IN COLOR WITH THE WORDS "CAUTION: RECLAIMED SYSTEM. WATER'IMPRINTED IN MINIMUM ONE INCH (1") HIGH LETTERS BLACK 8•ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB GROUND COVER AREAS SHALL BE INSTALLED CONTROLLER SEQUENCE 1N COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. SO THAT THE TOP OF THE SPRINKLER HEAD IS 1•(INCH)MOVE FINISHED GRADE, 9. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE INSTALLED SO THE TOP OF 4. ALL PRESSURE MAINLINE PIPING FROM THE RECLAIMED WATER SYSTEM THE SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDEWALK OR CURB GALLONS PER MINUTESSHALL BE INSTALLED TO MAINTAIN A TEN FOOTAPANG. '} MINIMUM 1D.IN OPEN SEEDED LAWN AREAS SETTOP OF POP-UP TYPE SPRWKLER HEADS 3-ABOVE FINISH GRADE � UNTIL LAWN IS ESTABLISHED. LOWERING OF ALL LAWN HEADS BY THE CONTRACTOR SO THAT THE TOP OF HORIZONTAL SEPARATION FROM ALL POTABLE WATER WHERE THE SPRINKLER HEAD IS FLUSH WITH FINISHED GRADE,SHALL BE ACCOMPUSHED WITHIN TEN (10) DAYS 0 - RECLAIMED AND POTABLE WATER PRESSURE MAINLINE PIPING CROSS, AFTER NOTIFICATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE. REMOTE CONTROL VALVE SIZE THE RECLAIMED WATER PIPING SHALL BE INSTALLED BELOW THE 11•ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED POTABLE WATER PIPING IN A PVC CLASS 200 PIPE-SLEEVE WHICH EXTENDS A MINIMUM OF FIVE FEET (5'} ON EITHER SIDE OF THET_;P$TARLE WATER UNLESS OTHERWISE�SIaNaTEo ON THE PLANS. PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF ONE F 12,110120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION WALL BE PROVIDED CPAINKt°�r NPADC B K Y OTHERS. FT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM 5. ALL AUTOMATIC CONTROLLERS MUST BE SET TO OPERATE BETWEEN THE THE ELECTRICAL OU LETTO THE AUTOMATIC CONTROLLER 13.INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE SYM DESCRIPTION MANUF. & PART NO. GPM RAD PSI ARC DETAIL NO. HOURS OF 9:00 P.M. AND 6:00 A.M., UNLESS OTHERWISE PERMITTED BY DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBUES. ® FULL CIRCLE SPRAY HEAD RAIN BIRD 1806-15F-.SAM 3.7 15 30 36V 5 THE DISTRICT. - 14.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMIUARUE HIMSELF WITH ALL GRADE DIFFERENCES, ® HALF CIRCLE SPRAY HEAD RAIN BIRD 1806.15H-SAM 1.86 15 30 1800 5 6. CONTACT THE DISTRICT INSPECTION DEPARTMENT TWO (2 WORKING T`RRaACCTOR�'S OF FORTHEL.OccA IONWALLS,T INSTAL A� HIS H�u�� @ 1/4 CIRCLE SPRAYHEAP} PAIN BLED 1806-15Q-SAM 0.93 15 30 90° 5 DAYS PRIOR TO THE IRRIGATION SYSTEM COVERAGE TEST• AT ROADWAYS,PAVINGSTF=TURES,ETC, T ADJ.CIRCLE SPRAY HEAD RAIN BIRDl8O6-15VAN-SAM WA WA 30 NIA 6 (909) 928-3777 AND ARRANGE FOR A SYSTEM WALK-THROUGH., I S.IN ADDITION TO THE CONTROL WIRE SLEEVES AND PIPE SLEEVES SHOWN ON THE DRAWINGS,THE CON- O FULL CIRCLE SPRAY HEAD RAIN BIRD 1806-12FSAM 26 12 30 36w 6 7. ALL VALVE COVERS FOR ON-SITE RECLAIMED WATER FACILITIES SHALL BE TRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE AND PIPE SLEEVES OF 0 HALF CIRCLE SPRAY HEAD RAIN BIRD 1806-i2H-SAM 1.3 12 30 1Ei0° 6 SUFFICIENT SIZE UNDER ALL PAVED AREAS. m 1/4 CIRCLE SPRAY HEAD RAIN BIRD 1806-120-SAM 0.65 12 30 90° 6 LAVENDER IN COLOR WITH THE WORDS "RECLAIMED WATER" CAST THEREIN. X I FULL CIRCLE SPRAY HEAD RAIN BIRD 1806-10FLA-GAM 1,57 10 30 360° 6 - V - HALF CIRCLE SPRAY HEAD RAIN BIRD 1806-10HLA-SAM 0.79 10 30 180° 6 8. ALL - MAINLINE VALVES SHALL BE ACCESSIBLE DURING PROJECT V AM CIRCLE SPRAY HEAD RAIN BIRD I BWIOHLA-SAMM 1.45 10 1 30 jar 6 DEVELOPMENT. ALL VALVE STEM TOPS HAVING OVER FOUR FEET (4) p 1/4 CIRCLE SPRAY HEAD RAIN BIRD ISM100LA-SAM 0.39 10 30 lar 6 COVER ARE TO HAVE AN EXTENSION INSTALLED AND PINNED TO THE ® STWSPRAYHEAD RAIN BIRD ISM168ST-W 1.21 WA 30 OW 6 VALVE OPERATING NUT PER STANDARD DRAWING NO. EA-2. 0 1 END STRIP SPRAY HEAD RAIN BIRD 1806-15EST-SAM 0.61 NIA 30 4X15 6 • FULL CIRCLE ROTOR HEAD HUNTER I- 08 14.3 55 50 3&r 6 A& HALF CIRCLE ROTOR HEAD HUNTER 1-25-ADS-06 14.3 55 50 1a0° 6 r4) ,N,TALL (TYPICAL): 1/4 CIRCLE ROTOR HEAD HUNTER 1-25 ADS-04 79 46 50 900 s NVERTICAL OBSTRUCTIONS`(FIRE-HYDRANTS;STREETLIGHTS; TREES, ETC:)`-- PART CIRCLE ROTOR HEAD HUNTER I-26 ADS 08 14.3 56 50 270° 6 ERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PER COVERAGE,THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM �.a♦1�5 PARTCIRCLE ROTOR HEAD HUNTER 1-25-ADS-07 13 50 50 1350 6 NSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE I%rb PART CIRCLE ROTOR HERD HUNTER 1-25 ADS.06 10.9 40 50 1350 6 THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS FULL.CIRCLE ROTOR HEAD HUNTER PC*00D10 6 35 40 36M 7 LL BE MADE AT NO ADDITIONAL COST TO THE OWNER. NLINE,VALVES, IRRIGATION METERS,ETC.,ARE SHOWN ON THE STREET AND/OR HALF CIRCLE ROTOR HERD HUNTER PGH ADJ-DO7 3 35 40 law 7 EWALK FOR CLARIFICATION ONLY, INSTALL IN PLANTER AREA THROUGHOUT THE 0 PART CIRCLE ROTOR HEAD HUNTER PGH-ADJ-D04 1,6 35 40 12(° 7 E. P1o® FULL CIRCLE ROTOR HEAD HUNTER PGH+�3W4310 5.6 30 3D W 7 UST ALL SPRINKLERS FOR HEAD TO HEAD COVERAGE. Qp� PART CIRCLE ROTOR HEAD FENY<'ED PCiH-ADJ�D07 26 25 30 90° 7 BACKFLOW PREVENTER IN GROUND COVER OR SHRUB AREA ONLY.ER ESTABUSHMENT OF ALL PLANT MATERIAL,CONTROLLERS SHALL BE P.ei 0 PART CIRCLE ROTOR HEAD HUNTER PGH�AQJ•DO4 1.3 25 '30 18(r 7 GRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME, 11 FULL.CIRCUE ROTOR HEAD HUNTER PKaHF380.Dll 89 40 50 360` 7' 50 HALF CIRCLE ROTOR HEAD HUNTER PGH,AD►!`M- 42 40 50 1W 7 5 PART N4 CIRCLE ROTOR HEAD H T'ER PGH4 J-DO5 2i 38 50 9V 7 Q _ NOTE: 50 PART CIRCLE ROTOR HEAD H UNTER PGH ADJ•DW 2,1 23 5o 180r 7 2 PART CIRCLE ROTOR HEAD HUNTER PCHADJ-(= 1 2D 50 SIM 7 CONTROLLER $EDUENCE POLL01NEb BY AN '11', '.b' or 'C' LETTER Zoo PART ROTOR HEAD HUNTER PCRIi,AD.I•D10 6.8 40 50 - 270r 7 I iNDICATE4 THAT THE VALVES ARE TO BE CONNECTED tO 1 NE SAME STATION NUI 159111 AS NOTED ON bgA*INGS t0 STANt 8 ' PARTCIRCLF ROTOR HEAD HUNTER PGHADJ-D09 4.2 40 50 14W 7 IRRIGAtiNQ SIMULTANEOUSLY. e.g., VALVE E0 AND VALVE •E1b o ARE TO ME CONNECTED TO. tHE 6AME STATION NUMSEp i AT - N CONTROLLEII 'E'. TYPICAL. - co C.0 cooRo. q�1 SKI. 6( OF %6 0 GENERAL NOTES NOS` / IN NARROW ALAS (6 FEET OR LESS)USE NOZAE RAIN BIRD. 10 SLIt1ES.A5 INDICATED ON ON-SIZE RECLAIMED WATER APPROVED RV: o DRAWINGS,WIN PRESSURE COMPENSATOR SCREENS RAIN 6IRD I)CS SERIES, TO OREVENt EASTERN MUNICIPAL WATER DISTRICT THESE PLANS ARE DIAGRAMATIC ONLY. THEY ARE TO BE USED IN OVERSPRAY ON STREETS. SIDEWALKS .WALLS. ETC. AS 5NOWN IN TILE FOLLOWING TABLE. Q CONJUNCTION WITH THE APPROVED STREET IMPROVEMENT AND PRE- CISE GRADING PLANS FOR ACTUAL CONSTRUCTION. TYPICAL ~ L � Underground Service Alert CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE C NTRACTOR IS TO, CONFER WITH THE APPROVED GRADING _. MODEL IPCCS-020 pCS-030 pC3-0•lo pCS-b6® PCS-IHOO pCS-125 pCS-1M75 c CIVIL EMCtttEEa OF SU801 IONS 6.P.M 0.2 0.3 0.4 0.6 0. 1. 1.75 PLANS OR ALL-_ELE1%ATIONS AND OTHER. SITE CONSTRAINTS. - INITIALpill ,,� THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND COLOR BROV61 SILVER ORANGE - BLACK- __. WHITE. GREEN . YELLOW • ' PROPERTY.THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NOR- `' lOF WA WA 1' �JB. 5 4' 6 10' PROECC I EN6. !/ ? Call: TOLL FREE MALWORICINGHIOURS,AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY. AND HOLD THE THE CONTRACTOR 15 TO NOTIFY ALL :APPROPRIATE UTILITY AGEN- ION N/A WA 5' 7 10• APPROVALS OWNER/DEVELOPER, THE CSA 145, COUNTY OF LOCAL JURISDICTION, AND THE LANDSCAPE AR- CIE:S BEFORE ANY EXCAVATION WORK TO IMPLEMENT THESE PLANS. 10T T 51 7• IV DESIGN 0 CHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE ,, 104 5' . 5' 10' • THE CONTRACTOR SHALL VERIFY ALL. CONDITIONS AND DIMENSIONS - i PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE dd 422-4133 NEGLIGENCE OF THE OWNER/DEVELOPER. THE CSA 145. COUNTY OF LOCAL JURISDICTION, OR' AT THE JOB SITE AND NOTIFY THE LAN SCOPE ARCHITECT OR HIS - THE LANDSCAPE ARCHITECT. REPRESENTATIVE OF ANY DIMENSIONAL ERRORS, OMISSIONS, OR - 0 DISCREPANCIES BEFORE BEGINNING_ OR FABRICATING ANY WORK. DO TWO WORKING DAYS BEFORE YOU DIG NOT SCALE THESE DRAWINGS. IRRIGATION LEGEND & N o TES RECOMMENDED FOR SEAL, TY SEAL EAPPO. D: BY DATE ,� an� 0 SHEET NO. 0 APPROVAL \A nu q TIDE PEGG TRUST i N HLL►e,� �'4 H1ub� 3w p0' Q �� R TRANSP. IVERSiDE COUNTY,CALIFORNIA LA �,, Inc ®j EXP.DATE Lan&ml*Archtecture • PlanningyZ MEl'�TIFEE MEADOWS � 28 SHTS.D !N.33550 s~ gnolure TRACTS 22542 22543 � 22544 Old City r!� �Third�°°r The private engineer signing these plans'is DATE (1 9X 6-30-02 • * 731ot * APPROVED BY DATE AA responsible for assuring the accuracy [ t1y Da1e 7V 103 ! Street • Riverside, California 925f)1 FILE NO. and acceptabMity of the design hereon.in the event of discrepancies arising after CHECKED BY r C!V rl� �� S e Q SCALE License 1512 (fig}781-1930 , county approval or during construction:the private engineer shall be responsible DATE BY MARK APPR. DATE f 4F CA`�(� l•4T e �� BENCHMARK C, for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY £ CFO FOR W.O.he count � y. �^•�y DATE OF CPS- DATE . '3 DESIGNED BY s, DRAWN BY y/r CHECKED BY R.C.E.NO. EXP.DATE PUMP COVER-14 GAL.HOT DIPPED GALVANIZED SHEET METAL.PAINT ALL SIDES WIT" DUNWEDWARDS NO. V-6 MACHINERY GREEN �f FINISH GRADE OR APPROVED EQUAL,2 COATS OVER PRIMER. CARBONAPPROVED OR EQUAL VALVE BOX . � LAWN AREAS SECURE 10 FOOTING USING FLAT STAINLESS STEEL ,t� CUT 5 LOUVERS WASHERS AND NUTS. t x x \ , •4 �1F AS SHOWN BALL VALVE (TYP.) FINISH GRADE: ,< >4 JA die ,� ,I3` x \�tN` SHRUB AREAS (7YP.BOTH SIDES X x x x x x ,� x ><��` ,0 x CsUARDSHAGK' STAINLESS STEEL - >c �e x x x ac x x N X K >K \� _ PER AND LOCKING LREQUIIRNEMENRDWARE FULL RADIUS BRASS NIPPLE (TYP.) Y STRAINER ,k BAGKFLOW PREVEN R " " 5i8"OiA.-TYP. •---- APPROVED VALVE BOX �\ �"1O� 40 - MESH 5.5. CARSON OR EQUAL �' BRASS ELBOW QUICKCOUPLING VALVE, og HANDWHEEL J. TOP OF VALVE SHALL BE OMMON BRICK. 2 REQUIRED 3" NOTE: / \ 5RA55 ELBOW 2 BELOW VALVE Box COVER ••• ':,t�e•s. � bIMEN510NSA5REQUtRED BRASS PIPE 5RA55 UNION PVC SUPPLY LINE `� i 7\ TYP' 12" MIN 4" MIN PEA GRAVEL. 2 CUBIC FEET MIN. 21/2'" WEATHERPROOF PADDLE-TYPE� - FLANGE ELBOW OR FLOW CONTROL SWITCH ON THE 1=1NISN GRADE 12 DEPTH MIN. PIPE UNION CONNECTION DISCHARGE SIDE- ITCH ON FOOTING V----_•1/2" STAINLESS STEEL HOSE CLAMP. {I ___ PEA GRAVEL GATE VALVE _ - PEA GRAVEL----,-I -I 3 REQUIRED : ` (MIN. 2 CU. Fr.) 'PUMP MILLER FSBV.' o 0 0 0 0 0 0 0 0 0 FlANGE'OA _ 3td BbASS OR COPPER NIPPLE ',• PIPE UNION CONNECTION I I-III a'-8.11 oMa1o1o�ar�po�or�p •.. -III-III-I 18' .. GATE VALVE BRASS DISCHARGE LINE -III-I I (- o 0 0 0 0 0 0 0 0 0 o. I I III-I PRESSURE LINE FITTING L, GATE VALVE �---- PRESSURE GAUGE(o-20o Psi.) III-III-III-III-III-III-I BRAss ELBow I=1 I I=1 =1 I I=1 11=1 11=1 I I PVC MALE ADAPTOR PRESSURE GAUGE(6400 PSI.) if::Y 'i:•..:.:. I::.i.r \ 3'x 3'x 6"CONC.FOOTING __:...,..,�. 1t' (stEEL REINFORCED). I ` I :III-I I I-I I I-I I I, I 1 ' BRASS GRASS ELBOW y6 i/8' - +• NIPPLE -- COMMON BRICK 3 REQUIRED L ,I ALL BOLTS SHALL BE PRESSURE SUPPLY = I-,i ii-i i,- ;, PRESSURE SUPPLY LINE - INTAKE III-I - I1= LINE - D15GHARGE i ® STAINLESS STEEL EMBEDDED ii,, , , , ,i -, BRASS ELBOW A BRASS SUCTION LfNE `.� ,�' 3'",MIN.IN FOOTNJG WITH 2" 12 MIN. SG2. CONCRETE BRASS ELBOW W MIN.1EXPOSED THREADS. 12" BRASS NIPPLE PRESSURE SUPPLY LINE GRASS NIPPLE ALL TING DOLTS SHALL THRU5T BLOCK (TYP. if!" BELOW FINISHED GRADE - BRASS ELE10W NOTE: � BE OF A SIZE AND NUMBER AS PVC SCH 40 MALE 1. GATE VALVES 2-1/2"AND LARGER SHALL BE AWWA APPROVED AND HAVE WATER SOURCE f REQUIRED BY PARTICULAR PUMP. ADAPTER (TYP.) kd REEIAR STi4KL 3E►" LONG A 2" SQUARE OPERATING Nut IN LIEU OF 13HASS CROSS HANDLE AND / ON"OR FIT TLETS IN ON INLETS FLANGED CONNECTIONS IN LIEU OF UNIONS. DiELECtglc LL BE NOTE: i 2.GAVE VALVES 8"AND LARGER SHALL HAVE TRANSIT ADAPTERS. CHECK VALVE 1. BACKFLOW OREVENTER 2-1/27 AND LARGER t0 BE PROVIDED Willi I'LANOto NOTE: PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. A LINE TO SYSTEM CONNECTIONS IN LIEU OF UNibFis• AID THE 40 MESH STRAINER TO 0 A WILKINS ` ��..F_x�...�,PLACE PF R�►1tEl..P_H>IL21 .70.1t &TALLI► ISSN iDE VALVE X._. _ d,. VALVE,SHALL BE INSTALLED IN SHRUB AREAS UNLESS OTHERWLSE_... NotE: MODEL YFLC Ott APPROVED EQUAL. 1.SUCTION AND DISCHARGE LINES SHALL BE ONE SIZE LARGER THAN THAT OF PUMP XALVE TOOT(GAVEL TO-W-:BOLTED DOWN BY LANDSCAI E CONTRACTOR PRIOR AP EO - - OUTLETS -= 2. EQUIPHENt TO BE INSTALLED At A MININUH OF 24- FRON,WALLS. BUIt6NNB5. TO,'F111; IE TO C S A'[DISTRICT ! TO ME D -B LANM��PRIOR 2.ALL UNDERGROUND PIPING SHALL BE BRASS OR COPPER FITTING AND SHALL BE T® TO�'i:'$.A- ITtvT' WRAPPED WITH AN APPROVED TAPE. \ ETC. COVERS TO®E LANIENIDER COLOf�DAND LOCKING. IRS TO BE LAVENDER COLORED AND LOCKED. _.3.-�I�f5T ILL A KfLL1W.QE1EaCE: _GiZtN>IN CbVERQR_SItiRUS_.At#Eti1S1_,.StNL1P . p - 4 OUT . C. RLIN _. VANE 3 SHUT-OFF VA V 1,000 (BALL TYP 2` BOOSTER PUMP 1 BACKFLOW PREVENTER ASSEMBLY r ? SIDEWALK,CURB, ETC. 6" OR AS APPROVED VALVE BOX CHRISTY I.D.VALVE TAGS TO INDICATE EOUENCE OF.MkLVES .� CARBON OR EQUAL TAGS TO BE A HED TO VALVE STEMS. ' - MO U iC C ROLLER ON MOUNTING BRACKETS INSIDE SIDEWALK, CURB, r r APPROVED PROTECTIVE ENCLOSURE. ETC. +((� 1� .Y A r r . M FINISH GRADE , APPROVED WATERPROOF r" r r r KM Mrrrra0'" r60VX CONCRETE FOOTING- INSTALL 3" MIN. SPRINKLER NOZZLE CONNECTORS N w K M ~r r ft 29 an r r rie r I I I S 0"" ` r EXPANSION LOOP rr»urwxr I= \ SPRINKLER NOZZLE w»x K r M �+ COMMON WIRE SHALL BE TIED INSIDE I I I ABOVE GRADE AND SLOPE CONCRETE �(` HOUSING WHEN REQUIRED I AT 2eib TO DRAIN ��\�� POP-UP$ODY ASSEMBLY (INSTALL FLUSH WITH " • 1 / i,�►�I�` \ FINISH GRADE) FINISH GRADE NON-PRESSURE 1 i LINE FITTING 8•+ •• � �. FINISH GRADE I POP-UP ASSEMBLY(INSTALLED i"' PVC. SC7�1• ® PI 1 1 -t ABOVE FINISH GRADE IN OPEN AREAS FINISH GRADE: ( OR AS NOTED) COMMON BRICK 4 CORNERS ELECTRICAL CONDUIT CHECK VALVE WHERE NOTED 12•• TO SOURCE(CONTROL i2'" UNIT ELECTRICAL PVC SCH. go NIPPLE MAX. - MIN. `�� ( �,'< REQUIREMENTS: 120 V, 3/8" x 1/2"INSERT ELL(PVC) SIZE AS REQUIRED 12" ;y'tk.; , (MI. 3 CU. FT. r g" y�/ 60-, 2 AMPS. MAX.) / PVC SCH. 40 1MARLEX STREET ELBOW MIN • + f. • , ``#''�•p .. 1 COMMON WIRE / ., _ • J BRASS NIPPLE & UNION PVC SCH. do ELBOW MIN. , 2 DIAMETER PVC SWEEP ELBOW TO ALL RCVS(TYPICAL) LATERAL LINE: PVC TEE ram, PVC S 1 CONTROL WIRE , S x S x T OR PVC SCH.80 NIPPLE(SIZE AS TO EACH RCV(TYPICAL) PVC TEE(S x S x T) ELBOW REQUIRED)IN FINAL POSITION CONTROL WIRE i� _ ADAPTOR CONTROL WIRING(AWG. UP N14) ( OR ELBOW RISER SHALL BE AT A 45°ANGLE SECURE TO CONTROL UNIT AT TERMINALS PROVIDED IN, �� CONDUIT AND IRRIGATION COMMON WIRE PRESSURE SUPPLY LINE FITTING CONTROL UNIT- UNLESS OTHER- INTERCONNECT WHEN REQUIRED SWING `..__-_ ' Y PVC. LINE WISE NOTED. OR EQUAL(NOT ® Sid'"x 1/2" INSERT ELL(PVC) CONTRACTOR TO PROVIDE ON/OFF SWITCH FOR AUTOMATIC CONTROLLER ASSEMBLY REQUIRED IF HEAD IS . PVC SCH. 40 STREET ELBOW PIPE.MIN. SCH. 40 ' INSTALLED A MIN.OF 6" ws"x 3/4" INSERT ELL(PVC) / (MIN: 6") ABOVE FINISH GRADE) NOTES: LATERAL LINE(SIZE AS NOTED ON DRAWING) VALVE BOX COVERS TO BE BOLTED DOWN BY LANDSCAPE CONTRACTOR PRIOR TO 1. COMMON WIRE TO BE WHITE AND CONTROL WIRES TO BE COLOR CODED. R TO C.SX DISTRICT COVERS TO BE LAVENDER COLORED. 2.NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVE. NOTE: NOTE: 1. INSTALL CONTROL AND VALVES MINIMUM OF 2' APART, 2' FROM STRUCTURES 3. ALL VIlIRENG,-UONQt�IT OR PLUMBING TO GO THROUGH BOTTOM OF CONC..RE.TE . _. _. _ NOTE: 1. INSTALL HEAD RUSH WITH TOP OF NA11f71SCApEAT INTEITSEC1lDNS.AI,1171:C.GQElh1E65.. ... FOOTING. - 2.USE TEFLON TAPE ON ALL THREADED FITTINGS EXCEPT HEAD. _._�.T.______-_... _._- :._. _..._ USE TEFLQN mM QN-ALL_..T-HEIEADED-m-aftGS- _ _.. _ _ _ OR HARDSGAPE IN SHRUB AREAS 1"P.V.C. SWEEP FOR FUTURE TELEPHONE HOOK UP FOR AUTOMATIC SPRINKLER 3.WHERE NOTED pHE:CK VALVE SHALL WE INSTALLED UNDER HEAD USING SCH.So 2. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX CONTROLLER ASSEMBLY NIPPLE. _ 3._:PLACE BOXES AT RIGHT AN,GLE�S:TO.HARQSGAPE Of3_STRUCTURES._K-=_ _ ..-EXTE.RIO;R MOUNT AUTOMATIC CONTROLLER 7 HIGH POP-UP SHRUB HE_ _- f _PO-P-U.P. SPRINKLER . .HEAD., . 5 REMOTE CONTROL VALVE EN ERAL.-N:OTES-i THESE PLANS ARE DIAGRAMATIC ONLY. THEY ARE TO BE USED IN CONJUNCTION WITH THE APPROVED STREET IMPROVEMENT AND PRE- CISE GRADING PLANS FOR ACTUAL CONSTRUCTION. t -; THE CONTRACTOR IS TO CONFER WITH THE APPROVED GRADING 2 6 FINISH GRADE As Il oulaEO E PLANS FOR ALL ELEVATIONS AND OTHER SITE CONSTRAINTS. Go THE CONTRACTOR IS TO NOTIFY ALL-..APPROPRIATE UTILITY AGEN- 3 110 CIES BEFORE ANY EXCAVATION WORK TO IMPLEMENT THESE PLANS. o g,. MIN I CLEAN RACKFILL-- I THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS 7 W a AT THE JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT OR HIS Q NON PRESSURE 3 N REPRESENTATIVE OF ANY DIMENSIONAL ERRORS, OMISSIONS, OR I.D. 131A4 1 LATERAL LI NE \ DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO S•A• 33 No T SCALE THEE DRAWINGS, ••0, - L ® C.0 3 �) PRESSURE SUPPLY a CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 000 LINE THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 0 0 00 s 1 cooRo. 2a-r � PROPERTY;THAT THIS REQUIREMENT SHALL.APPLY CONTINUOUSLY AND NOT BE LIMITED TO NOR- 0 00000 O SN 1. /2 OF Z$. CONTROL WIRE S MAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE 0 0 0 0000000 0 0 a o OWNER/DEVELOPER. THE CSA 146, COUNTY OF LOCAL JURISDICTION. AND THE LANDSCAPE AR- O O 0 O 0 D 6 10 6' MIN I " CHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE D 00 O 0 D 0 �' , r`P 30' DO DO .4 OM-SItf RfCLAlYfO VAIER APPROVED if: t PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 0000 ~� NEGLIGENCE OF E OWNER/DEVELOPER. THE CSA 145 COUNTY OF LOCAL JURISDICTION OR 0 0 0 O I EASTERN MUNICIPAL WATER DISTRICT a NEG CE THE THE LANDSCAPE ARCHITECT. 0 0 0 0 0 s z u 00 00 0 -� NotEs: - o 0000000000 CJ. Gtl ,IIr,ti is 13 I I. BELOW N11VE[1 AaEAs A MINIMUM t3F 6 LAYER OF CLEAN FILL. sANq SHALL cn DO DO DO IYIL ERcINfER Of Su80(rIS10 O�IE Z) 0 DO DO DO RE INSTALLED AHovE ANti gELoVY f�IpiNG, � SGILITER IRR16AT10N ENfTINEERig9,INC. D D O 1. CLOSE-COUPLED CENTRIFUGAL PUMP, CAST IRON BRONZE FITTED. 0 O 0 2. NEMA 4X SIMPLEX CONTROL PANEL FOR AUTOMATIC OPERATION. INITIAL A I 1 00 00 �� . WHEN USING RECLAIMED wVATE1tE MAINTAIN MINIMUM 10' HOh1zONtAL ~ Underground Service Alert IRRIGATION DESIGN-WATER 0 00 3. BRONZE 1/4 TURN BALL VALVE SEPA"ATION betWEEN POTARLit AN 40 RI:CLAIMCD PRtSSUI IE LINES. - WHERI 4. BRONZE NON-ADJUSTABLE FLOW SNATCH. PRO.IEC I EMG. /7 3 �?s LLJ 902AARUNDRIVE OO / 5. TYPE "L" COPPER. APPROVALS LINES CRoss PROVIDE PVC, SLEEVE FOR P&AIPLE LINE MIN. S' EAcI-t n • REDLANDS.CALIFORNIA 92374 42' 6. BRONZE UNION ADAPTER. � � • 7. PRESSURE GAUGE, LIQUID DAMPENED. DESIGN Cali: TOLL FREE (714)794-5611 f7l4)794-5873 1 30' 8. BRONZE DISC STYLE CHECK VALVE. ttI OF ttECLAIMEU LINE, _............ . __ ,.--. 9. MARINE GRADE ALUMINUM ENCLOSURE, HINGED TOP. 10. STRUCTURAL ALUMINUM BASEPLATE. 11. 6" INCH THICK CONCRETE PAD, ASTM C-94, ACI STD 318-83 MIX, 2500 PSI RATED LO /(� •' - WAOTNI71I12E0 CNAIWS AM USES 12. MAIN POWER CONDUIT, sZ II 13. IRRIGATION CONTROLLER SIGNAL CONDUIT. Q IN 422-4133 CAUTION: SCAUTER IRRI6ATION ENGINEERING,W.WII.l NUT K RESPONSIBLE FOR.OR LIABLE FOR,UNAUTHORIZED WANKS TO OR USES OF THE 11I NGATION p PLANS. VE CHANGES TO THE IRRIGATION PLANS N6, BI Of WRI11N8 AND I1USt g IRRIGATION PUMP DETAIL 9.__. TY_Pa L T _ E N c H N TWO WORKING DAYS BEFORE YOU DIG BE APPROVED BY SCALIIER IRRIGATION ENGINEERNNB,INC. r% • IRRIGATION DETAILS - - Ts o RECOMMENDED FOR SEAL COUNTY SEAL AP D BY ATE = �' 1 SHEET NO. o APPROVAL \,pt4DSC4,P, o V1,� NLU9Ik 9P THE PEGGTRUST .Hlubi _ z OFE$ p� yQ js Oy FOR NSP. DE COUNTY,CALIFORNIA it j,,, �� O . Or � � � N M - � ��ctu�'tercture�+ Pian>:�iT.1tg �, La! s U *� � -0-4 R.C.E.NO. EXP.DATE MENIFEE MEADOWS y z f gnature TRACTS 22542, 22543 & 22544 °� "all-Thi`d ®F?$sHTB�7/31/O7 APPROVED BY DATEDATE (Q(��n( "" rn ��newo °at 90103 3612 -%venth Street wnera&, CaliforWa 925Q1 the private engineer signing these plans7s responsible for assuring the accuracy t N`� 3 3 U i .=ZJAZ�L.L FILE NC and acceptability of the design hereon.In the event of discrepancies arising after CHECKED BY EXP 6 �,� f3 2 • s'T Date �� SCALE i.icense ti1512 (qpq) 781-1930 DATE BY MARK APPR DATE �► � 2 BENCHMARK county approval or during construction,the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY L\FQ DATE f o � OF CP DATE FOR W.O. the county. DESIGNED BY p,s DRAWN BY L;. CHECKED BY � �� R.C.E.NO. EXP.DATE •a L 0 915-VV i DIVISION. 2 UNDERGROUND SPRINKLER SYSTEM 1 2. Sprinkler pressure line routing (Provide dimensions for each 100 lineal feet(maximum)along each . 4. Record drawings: received by and date 2.05 JOINT CEMENT AND PRIMER SECTION 02811 , � routing,and for each change in direction.) 3• Gate vat 5. Controller charts: received by and date PART 1.00 - GENERAL A.i Non-pressure plastic pipe and fittings shall be cemented using a 100% active solvent, blue in color. k 4- Sprinkler control valves (buried only) 6. Materials furnished: received by and date B. Pressure plastic pipe and fittings shall be coated with a primer and then with a 100%active solvent. 1 .01 WORK INCLUDED .A.. Furnish all work and material,appliances,tools,equipment,facilities,transportation,and 5. Quick coupling valves 7. Operation and maintenance manuals: received by and date C. Both primer and solvent shall be similar in all respects to that manufactured by Christy's or approved services necessary for and incidental to performing operations in connection with the 6. Control wire routing 8. System and equipment operation instructions: received by and date equal. installation of landscape irrigation,complete,as shown on Drawings and/or specified herein. . 2.06 ELECTRICAL WIRING AND SERVICE B. Work noted as"N.I.C.," "existing,"or"to be supplied and/or installed p • 7• Other related items as maybe directed by the Owner's Representative. 9. Manufacturer's warranties if required: received by and date pp by others is not a part of this A. High voltage Section. B. Locate all dimensions from two permanent points(buildings, monuments, sidewalks, curbs or 10. Written guarantee: received by and date C. The work in this section shall be coordinated with all underground utilities and.trades pavements). 1. Service to automatic controllers and booster pumps shall be provided by others. However,responsible for their 11. Lowering of heads in lawn areas: if incomplete,so state Irrigation Contractor shall provide final hookup to equipment installation. C. Record all changes which are made from the Contract Drawings,inducing changes in the pressure and 1.1 fl GUARANTEE 2. Electrical equipment installed outside building shall be NEMA 4 e. non-pressure lines. g type. 1 .02 RELATED WORK SPECIFIED ELSEWHERE D. Record all required information on a set of blaccline prints of the Drawings. Do not use these prints for A,: Guarantee the Irrigation system to provide service as designed and installed for a period of one year 3. Ali connections between electrical services and equipment shall be in rigid galvanized electrical A. Landscape planting: Division 2 (Section 02482) any other purpose. from date of acceptance by the Owner's Representative. conduit,with conduit and wiring size as required. B. Electrical: Division 16 E. Maintain information daily. drawings at the site at all times and available for review b B. Correct all problems which develop in the system due to faulty materials of workmanship during the 4. Electrical requirements to automatic controllers and booster pumps- (120 v) .To be complete in C. Mechanical: Division 15 Representative. guarantee the Owner's guarantee period• every respect to county Electrical code,ready for use and in accordance with manufacturer's q requirements. Provide separate power shut-off switch at panel for each controller. Ali wiring in F. When record drawings have been approved by the Owner's Representative,transfer all information to a C. Repair or replace such work as directed by the Owner's Representative. galvanized conduit and fittings from source provided under the electrical section.'No running D. Site excavation and grading (Section 02210) set of reproducible prints using permanent India ink. Changes using ballpoint pen are not acceptable. threads accepted; use nipples. Conduit system shall be 660 volt insulation, NEC standard annealed D. Make repairs and replacements promptly when notified. copper wire and shalt be minimum AWG#12 TW or RW. Protect each controller by a code approved E. Examine all Drawings and Specifications pertinent to the proper completion of the work. 1. Make dimensions accurately at the same scale used on original drawings,or larger. If photo reduction E. Provide a written guarantee for each segment of the project,stating date of completion and ground connection. Supply to be 120 volts,60 cycle,single phase,one amp. Use only galvanized steel fasteners in securing controllers in position. Install new controller as detailed on drawings. is required to facilitate controller chart housing,notes or dimensions must be a'rrinimum 1/4 inch in guarantee period. 1 .03 QUALITY ASSURANCE size. 5. Irrigation contractor shall provide and install electrical breaker,time delay switch,and magnetic A. F. The Owner reserves the right to make temporary repairs during the guarantee period as necessary starter of size to correspond with pump horsepower and electrical service. Permits: fain and pay for all permits and inspections required by outside agencies. G. Reproducible prints (5 maximum)will be furnished by the Owner's Representative at cost for printing and to keep systems in operating condition without voiding the Contractor's guarantee, nor relieving the handling. B. Ordinances and regulations: Local, municipal,and state laws,and rules and regulations governing or Contractor of his responsibilities. B. Low Voltage relating to any portion of this work are hereby incorporated into and made a part of these specifications, H. Use appropriate eradicating fluid for removing original lines and dimensions where changes are made. 1 .11 PRODUCT HANDLING and their provisions shall be carried out by the Contractor. Anything contained in the specifications shall Completed reproducibles shall be equal to the original drawings. 1. Connections between controller and remote control valves shall be made with direct burial AWG- thickness 3/64 inch, utilizing low density high molecular weight not construed to conflict with any of these rules and regulations or requirements of the same. A. Storage: payeeinsulation. UF,600 volt wire, insulation However,when the specifications and drawings call for or describe materials,workmanship,or 1.06 ALTERNATE MATERIAL APPROVALS construction of a better quality, higher standard,or larger size than is required by theses rules and i. Store materials at a location directed b the Owner's Representative.regulations,the provisions of the specifications and drawings shall take precedence. A. Substitution of any product,material,or equipment without the prior written approval of the Owner's 1. 2. Splices,where permitted,shall be waterproofed using Rain Bird, Pen-Tite Connectors or Representative will not be permitted fusable heat shrinking tubing,and house in a box. C. Protection: Erect and maintain barricades,warning signs and lights,and provide guards as necessary or 2. Store materials in an orderly manner. Avoid interference with other construction activities. required to protect all persons on the site. 1- Approval of any item as a substitution or alternate is for design only,based on information or samples 3. Wire sizing shah be according to Manufacturer's recommendations,in no case less than no. 14. mp 8 Protection: Provided by the Contractor, 4. Ground wires shall be white in color. D. Underwriters Laboratories: Electrical wiring,controls,motors,and devices shah be U.L.listed,and so 1. It shall be the Contractors responsibility to protect all materials from theft or loss. labeled, 2. Contractor shall be responsible for the total performance of such substitution to equal or surpass the 2.07` WATER SERVICE original in every respect. 2. Protect all materials to prevent intrusion of dirt and moisture. E. Installer qualifications (for solvent and rubber gasket joints): Each person shall be trained by the � A. Water service to be provided by the others at locations shown on drawings. manufacturer's representative in techniques for making correct joints prior to performing work on the site. 3• If the substitution proves to be unsatisfactory in the opinion of the Owner's Representative, 3. Protect the installed work and materials of other trades. Contractor shalt remove such work and replace it with originally specified item (including installation) 2.08 GATE VALVES F. Work of this Section which is allied with the work of other trades shall be coordinated as necessary. as part of the work of this Section. PART. 2.00 - PRODUCTS G. Superintendent: A superintendent satisfactory to the Owner's Representative shalt be present on 4. Manufacturer's warranties shall not relieve Contractor of any liability under the specified guarantee. 2.01 GENERAL PIPING Al: 2-1/2 inches and smaller, (unless otherwise noted on Drawings): ASTM B62 brass body, 160 pound the site at all times during progress of the work. Such warranties are intended only to supplement the Contractor's guarantee. saturated steam rated;with screwed joints;non-rising stem;screwed bonnet,solid disc. Provide with hand wheel. 1. The Superintendent shall not be changed, except with the consent of the Owner's 1 .07 CONTROLLER CHARTS A Pressure supply line from point of connection through backffow prevention unit: as per local code Representative. �:�ja [�pn1�Ss;�hth_e_rwisenol�dor�Urauiting;i)::.AST_twl.Ail.6.yCfass.i3,.aeonbtzdyFtS£t. _u��-. 2. The Superintendent shall be authorized to represent the Contractor. A. Do not prepare charts until record drawings have been approved by the Owner's.representative. t,.. ..B All gr §uce.:Et!{ t ligee„under vehicular paving to be installed with..a:p v.c.Sctodule-an sleeve, pound O.W.G.with flanged joints, non-rising stem, bolted bonnet, and double disc,equipped with the sleeve shall be a minimum of twice the irrigation line diameter and shall extend a minimum of 12 operating nut, or as otherwise approved. H. Discrepancies- When discrepancies exist between drawings and specifications,and no specific B. Provide one controller chart for each automatic controller installed, inches beyond such pavement. interpretation is issued prior to bidding, the decision regarding this interpretation will rest with the 2.9 QUICK COUPLING VALVES 1. Chart may be a reproduction of the Record Drawing,if the scale permits fitting the con troller door. Owner's Representative. The Contractor will be compelled to act on this decision as directed. In the If photo reduction dints are required,keep reduction to maximum size possible to retain ftii! C= Pressure supply fines 2"and larger downstream of backflow prevention units: class 315 p.v.c. event the installation deviates from the directions given,it shall be corrected at the Contractors As Two piece type brass body, 150 pound class,with 3/4 inch female threads opening at base, expense. D. Pressure supply lines 1 1/2 inches and smaller down stream of backfiow prevention unit: schedule permitting operation with a special connecting device (coupler) designed for this purpose. 2. Chart shall be btacktine print of the actual system,showing the area covered by that controller. 40 p.v.c. L Explanation of drawings: Due to the scale of drawings,it is not possible to indicate all offsets, fittings, 1. Coupler threads: lug type sleeves,etc.,which may be required. Carefully investigate the structural and finished conditions affecting C. Ikien' the area of cover E Non-pressure lines: sch.40 p.v.c. I all of this work and plan this work accordingly,furnishing such fittings,etc.,as may be required to meet such age of each remote control valve, wing a distinctly different pastel color, conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shah drawn over antra area of coverage' 2.02 2. Hinge cover: Provide with rubber-like vinyl cover. COPPER PIPE AND FITTINGS be installed in such a manner as to avoid conflicts between irrigation systems, planting and architectural D, Following approval of cheats by Owner's Representative they shall be hermetically sealed 2.10 CHECK VALVES 3 A Pipe: Type K, hard tempered features. between two layers of 20 mil thick plastic sheet. A. Swing check valve,2 inches and smaller on non-pressure lines: bronze or plastic,construction, 100 J. Manufacturer's directions: Manufacturer's directions and detailed drawings shall be followed in all cases B Fittings: wrought copper, solder joint type pound S.W.P.female i.p.s. E. Chats must be completed and approved prior to final review of irrigation system. where the manufacturers used in this Contract furnish directions covering points not shown in the C; Joints shall be soldered with silver solder,45%silver, 15% copper, 16%zinc,24% cadmium,solidus B. Svvt check valves,2-1/2 inches and on pressure larger lines: cast iron, 150 drawings and specifications. 1.08 OPERATING AND MAINTENANCE MANUALS ppe 9 p pound class with no- at 1125 F.and liquidus at 1145 F. siam feature. K. Work called for on the drawings by notes or details shall be furnished and installed whether or not A: Provide two individual bound manuals detail individually detailing operation and maintenance requirements for 2.03 BRASS PIPE AND FITTINGS C. Anticirain valve: plastic construction,with soft composition disc,stainless steel intemai parts an specifically mentioned in the specifications. , irrigation systarris' with spring tension adjustable from 4 p.s.i.to 15 p.s.i. L.'It The Contractor shall not install the irrigation system as shown on the drawings when it is obvious in the A Brass pipe shall be 85% red brass, American National Standard Institute(ANSI),Schedule 40 r B. Manuals shall be delivered to the Owner's Representative no later than 10 days prior to completion screwed pipe. 2.1 1 BACKFLOW PREVENTION UNITS field that obstructions,grade differences or discrepancies in equipment usage or area dimensions exist p p that might not have been considered in the engineering. Such obstructions or differences shall be of work. brought to the attention of the Owner's Representative. In the event this notification is not performed, C. P��descriptions of all installed materials ands stems in sufficient detail to permit maintenance B. Fittings shall be medium brass,screwed 125 pound class. A. valves pre field test designed to operate on a"reduced pressure" principle; equipped with gate the Contractor shall assume full responsibility for any revision necessary. At no cost to the Owner. e personnel to understand, operate and maintain the equipment. waives and field test cocks. 2.04 PLASTIC PIPE B. Pressure vacuum reliefs,inlet and discharge gate valves, and field test cocks. D. Provide the following in each manual: A. Identification markings: 1 .04 SUBMITTALS , C , 1. Index sheet,stating Irrigation Contractors name, address,telephone number and name of Wye strainers at backfiow prevention units shall be 85% red brass,American National Standard � A w ' Prior to installation of any work, prepare a detailed list of each material proposed for e in the project and pew to contact1. Identify all pipe with the following indelible markings: Institute (ANSI),with 40 mesh morel screen. submit to the Owner's Representative for approval. Prepare type written material list using the following format. Double space between each item. 2. Duration of guarantee period Manufacturers name 2.12°' AUTOMATIC CONTROLLER Nominal pipe size , ITEM NO. DESCRIPTION MANUFACTURER MODEL NO. 3. Equipment Alt providing the following for each item: Schedule of class A Type: fully automatic operation, capable of operating the number of stations and remote control Pressure rating p.s.i. valves indicated on Drawings. NSF(National Sanitation Foundation)seal of approval 1• Pressure Patti WeSlarrl Schad 40 a. Manufacturer's name. Date of extrusion 1. Automatic controller assembly shall consist of a stainless steel,vandal resistant enclosure,as Supply pov-0. lines manufactured by Ted Sales Inc. ("Strong Box%) , model No.SB-18I., stainless steel predrilled b. Make and model number B Pipe (solvent weld type): manufacture from virgin polyvinyl chloride compound in accord with ASTM removable backboard,Controller of same manufacturer and model No.as called out on 2. Lawn head Rain Bird 1804-812 c. Name and address of kcal manufacturers representative D1784 or ASTM=41,cell classification 12454B;hydrostatic design stress rating not less than drawings,terminal strip,and 117 volt outlet. The 117 volt duplex box shall be provided with an 2,000 p.s.l. on/off switch and 117 volt receptacle. All power within the housing shall be properly phased. '- A rewired terminal strip shall be provided clear indicating the r 3• d. Spare parts list in detail 1.D. t1 ,(t3-•� p p i� ly g proper points of connection of ati C Fittings: standard weight, Schedule 40, injection molded p.v.c. Comply with ASTM D1784,cell appropriate wiring(stations valves,common,master valve,pump start,and sensing.). The ` classification 134548. controller assemb shall include a limited five year warn 1 .05 RECORD DRAWINGS e. Detailed operating and maintenance instructions for major equipment N y ; A Record dimensioned locations and depths for each of the following: 1.09 CHECKLIST C•0 1. Threads (where required): injection molded type i 1. Point of connection A. Provide a signed and dated checklist and deliver to the Owner's Representative prior to final review 2• Tees and ells: side gated 2.13 REMOTE CONTROL VALVES G - 9 p P SN1.(3 OF 'Z � . of the work. Di Threaded nipples: standard weight, Schedule 80 with molded threads A As per Drawings ! WAUTER IRIUMTiN Et+101NEERINB.INC. B. Use the following format Obi-Sill RECLAIMED WATER APPROVED Ott: � �A S�E R� MUNICIPAL Mk'A 1 E R 01 S�R I C 1 E'. Rubber gasket p.v.c. pipe, couplings and fittings: ASTM D1784,Type 1,Grade I, 2,000 lb. design 2.14 TREE IRRIGATORS Lkx*. Service Alert lARl"TION DES18N-WATER MANABEFENT 902 AARON t>Rlvl: 1. Plumbing permits: if none required, so note. stress,class 200 ` AEDLAWS,cAUFoaNiA 92374 A. Provide assemblies as indicated on Drawings, including vents and filters. Call: TOLL FREE (714)794-5811 (714)79+5873 2. Material approvals: approved by and date I'Al 3 Zf 1. Couplers and,fittings: 14 gauge steel, epoxy coated, 200 p.s.i. pressure rated. 1-�� ONAUnMEM s Aga USES 3. Pressure line tests: by whom and date lull ENGINEER Of S U B O I Y t S I O O t i E 11Iillil. AI ' COMM- O OF�422- 4133 D oi APPROVALS fttc. �_ f PLANS. ALL MANSES TO THE IARieATWN PLANS MUST BE N WRnINS AGO i1UST TWO WORKING DAYS BEFORE YOU DIG BE APPROVED aY SCALM IiNUTO�,1tK. DESIGN ` 'IRRIGAnON r"ECIRCAT IONS RECOMMENDED FOR SEAL,. COUNTY SEAL APPROVAL � t10SGgpF AP D BY 7 _ �01 31 SHEET NO. i MEOW, THE PEA ,�r TRUST �4 NE Hub ��y f9� 1RANSP.7.6eWRME COUNTY MWORNu � !�l 1 CS, I�. LL R.C.E.NO. EXP.DATE '� �� Landscape Architecture • Planning Ill,.33950 TRACTS 22542 . 22543 & 22544 old City wu-aTiurd Ro" OF 28 sHTS� DATE ai �%! ; W-1,6�-30-02 * w * APPROVED BY DATE 90103 U12 Scvft tR street Riverside California 9zsm The private engineer signing these plans is responsible for assuring the accuracy � FILE NO and acceptability of the design hereon In the event of discrepancies arising after DATE BY MARK APPR. DATE Ibr CHECKED BY C�t� 4�` <r� ��' SCALE BENCHMARK L.icaue#1512 (IM)781-1930 county t y approval or a during constructi©rR the private engineer shall be responsible determining acceptab►e solution and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE OF i:AL1F DATE FOR W.O. the.county. DESIGNED BY r ij DRAWN BY CHECKED BY R.C.E.NO EXP.DATE i I 2.15' SMALL LAWN SPRINKLER HEADS . B`. Contractor's responsibility: H. Pressure supply steel pipe-and fittings: Assemble using"reed iead`arid`boiled linseed oft paste or an 3.15" COVERAGE TESTS , approved equivalent. Apply to male threads only. A. Sprinkler shall be similar in all respects to type noted in legend on drawing. 1, Notify-the-Owner's Representative for the following reviews,with fours.minimum notice. A. Perform coverage tests after sprinkler system is completed,but prior to any planting, presence of ._� .�. _ 1. Brass pipe and fittings: Assemble using Teflon tape applied to male threads only. the Owner's coverage B. Body shall be equipped with built-in check valve. Representative. a. Pressure supply line installation and testing 2.16 ROTARY SPRINKLER HEADS J. Plastic pipe and threaded fittings: Assemble using Teflon tape applied to male threads only. B. Test system to assure that all lawn and planting areas are watered completely and uniformly. b. System layout" _.__ ..__._. . ...- K. Tape all open ends of pipe during installation to prevent entry of any foreign matter into the system. I C nts,including realignment of head,to provide required coverage as k As peel Drawings Make a necessary a 'usstme g c Coverage tests L. Quick coupling valves: Unless otherwise indicated, locate valves within 12 inches of hardscape. directed by the Owner's Representative. i 2.17 SMALL SHRUBBERY SPRINKLER HEADS d Final review 3.16 EXISTING TREES M. Tree irrigators (bubblers): shall be installed as noted on Drawings. A. Sprinkler shall be similar In all respects to type noted on Drawing. 2. Provide"walkie-talkie"equipment and/or personnel to maintain communication from review area A. Where it is necessaryto excavate N. Sprinkler heads: adjacent to existing trees,use all possible care u avoid injury to to automatic controllers. P trees and tree roots. Excavation in areas where 2 inch and larger roots occur shall be done b hand. 8: Body shall be equipped with abuilt-in check valve. Roots 2 inches and larger in diameter,except directly in the path of pipe or conduit,shalt be tunneled 3. Provide up-to-date as-built drawings at each review. 1. Shrub heads shall be installed as noted on Drawings. under and shall be heavii 2.18. BOOSTER PUMP y wr apped in burlap,to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than 2 inches in diameter,the wall of the 4. In the event Contractor schedules any review and the system is not fully ready,record drawings 2. Elevate full head in lawn areas to a minimum of 3 inches above grad. trench adjacent to the tree shall be hand trimmed,making clean k Booster pump system shall be a factory pre-piped and pre-wired unit,mounted on a galvanized steel h g can cuts through. Roots 1 inch and larger skid base. are not current,or required corrective work has not been completed,the Con tractor shall be in diameter shall be painted with two coats of Tree Seal, or equal. Trenches adjacent to trees whould responsible for reimbursing the the Owner's Representative at the current hourly rate,plus all 3. Elevate heads along curbs,walks, paving,etc., 1/2 inch above grade in lawn areas. be closed within 24 hours. Where this is not possible, the side of the trench adjacent to the tree shall R. Pumps shall be end suction close coupled or in-line type, bronze fitted construction,with bronze travel expenses. No further reviews will be conducted until this charge is paid. be kept shaded with burlap or canvas. 4. Lower raised heads within 10 days after notification by the Owner. impeller and wear rings,mechanical seal with ni-resist seat,bronze shaft sleeve,integral flanged C. Examine surfaces for conditions that will adversely affect execution,permanence and quality of work. 3.17 OPERATING INSTRUCTIONS suction and discharge connections,and keyed motor shaft, back pull-out type. 3.08 EXISTING PAVEMENT i C. Motor shall be open drip roof,and shall be non-overloads on the full range of the impeller curve 1. Verify that grading has been completed and the work of this section can properly proceed. A. Train the Owner`s Representative maintenance personnel in proper operation of all major P P P n9 n9 Pe A. Piping under existing pavements may be installed by jacking,boring or by hydraulic driving,except equipment; including recommended winterization procedures. without use of the service factor. 2. Exercise extreme care in excavating and working near existing utilities. Contractor is responsible as otherwise specified or directed. D. Gauges shall be 2-1/2"diameter,glycerine filled,0-100 PSI a#suction and 0-204 PSI at discharge, for damages W utilities which are caused by his operations or neglect. Check existing utility B 1 B. Provide this training at the Owner's convenience. with brass 1/4" needle valve shut-off cocks. drawings for locations• pipes under pavement surface to be installed a minimum of 24 inches below A C.paving with a 6 inch bedding and a 6 inch cover of sand backfill. C. Submit written evidence that training has been succesfully completed. E. Piping fittings and valves shall be flanged units, not threaded. All nuts and;bolts to be cad plated D. Notify the Owner's Representative in writing, describing unacceptable conditions. C. Secure Owner's permission prior to cutting or breaking existing pavements. 3.18 CLEANUP Shut-off valves to be butterfly type,wafer style,lug type,drilled and tapped,and capable of E. Do not proceed with work until unacceptable site conditions are corrected or existing utilities are remaining installed in the piping. System to include a bypass line with butterfly shut-off valve. Skid located D. Make completely clean cuts using power saws, at approved locations only. A. Upon completion of the work,restore ground surfaces to required elevations and remove excess base to have bolt titles at each corner for attachment to the concrete with cad plated anchors. materials,debris and equipment from the site to satisfaction of Owner's Representative. 3.03 LAYOUT E. Replace and restore all surfaces to original condition,including grade and landscaping. K Control panel shall be a UL listed combination starter,NEMA 3R enclosure, door-in-door type, key lockable and padtOcable,with circuit breaker disconnect,through the door ON/OFF handle, A.. AN piping or equipment shown diagrammatically on drawing outside of planting areas shall be 1. Restoration work shall match thie original work in every respect,including type,strength,texture END OF SECTION j magnetic starter with overloads and heaters,on all legs,HOA selector switch, 115 volt control circuit installed inside planting areas whenever possible. and finish. transformer with circuit breaker disconnect,control terminal strip,a time delay relay'OFF'to prevent pump cycling as valve stations open and close,and a PUMP START RELAY(plug-in module type). B. Lay out each sprinkler head and make any minor adjustments required due to differences between 3.09 NEW PAVED AREAS H actual site conditions and the Drawings. Minor adjustments shall be maintained within the original volt powereebetween pump panel and sprinkler panel (NOT for powering sprinkler panel). When thee G. The electricalwcontractor shall provide all labor and material for main power pump panel,and for design intent. Protect in place all existing trees and shrubs. A. Coordinate installation of piping and wires under paved areas with others trades. time clock in the sprinkler panel is energized,the dry contacts in the pump start relay will close and C. Lay out each system using staking method as approved by the Owner's Representative. Maintain B, Al pipes under pavement surface to be installed a minimum of 24 inches below A.C.paving with a 6 allow power from the pump panel to feed through the dry contacts and back to the magnetic starter and protect approved staking layout. inch bedding and a 6 inch cover of sand backfiii. coil, thereby energizing the pump. Ir 3.04 TRENCHING C. If the only piping installed is over 20 feet long, pressure testing is required for that section at the time Entire unit to be factory finished with two coats of green RUSTOLEUM factory enamel finish. of installation. Upon completion of piping installation,the entire system must be tested. Follow approved layout for each system. I. The services of a factory trained representative shall be made available on the job site to check A. Excavate trenches to required depths. D. If wire under paved areas cannot be continuous,all splices shall be enclosed in an approved box. installation and perform the start-up,and instruct operating personnel. A report of start-up data, B. Trench bottom shall be flat to insure piping is supported continuously on an even grade. including voltage and amperage readings,pressure gauge readings, and general operating pp 3.10 VALVE BOXES characteristics shall be submitted to the architect for record purposes. Three sets of operating and C. Where lines occur under paved areas,consider dimension to be below the subgrade. maintenance manuals and control panel wiring diagrams shall be provided to the contractor. A. Provide at all locations indicated. D: Provide minimum coverage as follows: 2.19 B. Fill area under box with minimum of 3 cubic feet of pea gr�,vef before box is installed, VALVE BOXES 1. Pressure supply lines (2-1/2 inches and smaller): 18 inches t 3.11 LOW VOLTAGE WIRING ��w.�,:.,Al- _._ .izJ .,,.V,�v�.bgots��hEl�:.�e._fsr�►tlwd.frat�S.ds�[abls plasLc r�lte�iai[eels.tent:tp:.7e�aati�,:.s�ligbt.arsd.:.. .....�._ chemical action of soils.They shall be purple in color.The cover shall be secured with a stainless steel bolt mechanism.The cover shall be capable of sustaining a load of 1500 PSf.Valve box A. Place wiring in the same trench and along the same routing as the pressure supply lines unless i extensions shall be by the same manufacturer as the valve box.All valve boxes shall be as 3. Non-pressure lines: 12 inches otherwise approved. I manufactured by Ametek,Carson,or an approved equal, 4. Control wire: 18 inches 1. Install wiring prior to main fine whenever possible. ' 1. Quick coupling valve boxes shall be round.The cover shall be heat branded with the letters 2. When more than one wire is laced in a trench,tape wires together at a maximum 12 feet on "QCV",2"high 3.05 • LINE CLEARANCES P og center. 2. Gate valve boxes shall be round.The cover shall be heat branded with the letters"GV",2"high A. Provide not less than 4 inches clearance between each line and not less than 6 inches clearance I.D. 13#A 4 u-,� I between lines of other trades, unless otherwise noted. B. Provide a 12-inch expansion loop at each connection and directional change. S.A. 33 3. Remote control valve boxes shall be 12"X 18".The cover shall be heat branded with the letters if°®• `��m 23f "RCV"and the valve number in characters 2"high. B Do not install parallel lines directly over any other line. C. Use a continuous wire between controller and remote control valves. C°D 4. Splice boxes shall be 12"X 18" .The cover shall be heat branded with the fetters"SB" ,2" high. C. Non-pressure headers for sub-injected system may be installed in same trench. 1. Except as otherwise approved,do not splice wire at any point. COORS. 24- f SNi. 14 fiF Z$ - 5. Valve boxes for moisture sensing stations shall be 12'X 18".The cover shall be heat branded 3.06 BACKFILLING 2. All approved splices shall be enclosed in an acceptable box, with the letters"MSS",2"high. A, initial backfill: clean,fine granular material as approved by Owners Representative. D. Each controller shall be provided with separate ground wire. _ Traffic areaboxes: concrete with cast iron lid designed for vehicular traffic use. ON-Siff RECLAIMED WATER Al>PA�vEfl illy:B. Compact trench bacikfill to a dry density equal to adjacent undisturbed soil. Restore to adjacent 3.12 SYSTEM FLUSHING EASTERN MUNICIPAL WATER 0 I S T�I C T grade,free of dips,depressions, humps or other irregularities. A. After all sprinkler pipe lines and risers are in place and connected,and nor to installation of sprinkler , 2.20 OPERATING AND MAINTENANCE TOOLS P pr r 1. Where acceptable soils exist,the Owner's Representative may authorize flooding in lieu of heads,thoroughly flush all lines with a full head of water. 3 A Deliver the following items t0 the Owner when work is completed and prior to final acceptance of tamping. B. Do not install sprinkler treads until lines have been flushed to the satisfaction of the Owners CIVIL ENGINEER OF SUBOi IONS DATE work. .Re resentative 2. Compaction by trade or other vehicle is not permitted. P INITIAL 11 1. Two wrenches for disassembly and adjustment of each type of sprinkler head. 3.13 SYSTEM ADJUSTMENT PROJEC i E116. t 3 C. Replace and restore all surfaces to original condition with new sod. A P P R 0 V A L S 2. Two keys for each automatic controller. DESIGN3.07 INSTALLATION A. Valves: Adjust flow control for proper operation. r 3. 6 couplers and matching hose swivels with globe valves. A. All plastic pipe and fittings shall be installed in complete accord with manufacturer instructions for B Heads: Adjust for alignment and coverage. 4. 2 keys for opening valve boxes. same. C. If it is determined that coverage can be improved by a nozzle change,make such changes or arrange GENERAL NOTES B. Provide concrete thrust blocks at each change of direction and at all terminal points of all rubber with the manufacturer to`have changes made,as part of the work of this Section. PART 3.00 - EXECUTION gasket piping. Block in accord with pipe manufacturer's instructions. THESE PLANS ARE D I AG R AM A T I C ONLY. THEY ARE TO BE USED IN i 1. Make changes prior to any planting. CONJUNCTION WiTH THE APPROVED STREET IMPROVEMENT AND PRE- 3.01 UTILITY SERVICES C. Steel pipe protective covering (buried only): CISE GRADING PLANS FOR ACTUAL CONSTRUCTION. 3.14 , PRESSURE TESTS A. Contractor shall connect to existing water services at locations indicated on the drawing and make 1. Clean all pipe and fitting surfaces, removing all foreign substances and film. THE CONTRACTOR IS TO CONFER WITH THE APPROVED GRADING any minor changes in location necessary due to actual site conditions as a part of this contract. A. Provide all equipment necessary to test systems, including force pump. PLANS FOR ALL ELEVATIONS AND OTHER SITE CONSTRAINTS. 2, Coat all surfaces with adhesive primer. THE CONTRACTOR IS TO NOTIFY ALL;.APPROPRIATE UTILITY AGEN- � B. Connect to existing electrical service. Make minor changes in location as necessary due to actual B. Perform all hydrostatic tests in presence of the Owners Representative. site conditions as part of this work. 3. Wrap pipe,conduit and fittings with three layers of polyvinyl chloride tape. Overlap each layer C I E S BEFORE ANY EXCAVATION WORK TO IMPLEMENT THESE PLANS, approximately 2/3 of the width of tape without stretching. C. Test all pressure supply lines under hydrostatic pressure of 150 P.P.S .for a period of 2 hours, 3.02 SITE REVIEWS unless otherwise approved. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS s a. Total map thickness not less than l0 mil over all AT THE JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT OR HISsurfaces,withnovoids. REPRESENTATIVE OF ANY DIMENSIONAL ERRORS OMISSIONS OR � A. Before any work commences,a conference shall be held with the Owners Representative and D. Do not backfill over any line more than is necessary for testing, until it has been inspected,tested and , Contractor regarding general requirements of this work. D. install baddow assemblies in shrub areas at minimum height permitted by local code. approved. DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO 1 NOT SCALE THESE DRAWINGS. c E. Routing of pressure supply lines as indicated on Drawings is diagrammatic. Install lines(and various E. Do not install remote control valves, quick couplers or any other valve assembly until testing is f wAi.Irut INftIeMlOtl EN8111WI RING,INC. Underground Service Alert 1 006ATION DESIGN-WATER t'tANAGRENr )to conform to details on plan. completeda�approved. CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING `02 AAMN DRNE F. Air and pressure relief valve shall be installed in shrub area unless otherwise approved. THE COURSE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 1 . • REDLANDS,CALIFORNIA 92374 PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NOR- Call: TOLL FREE (714)794-5911 (714)794-5e73 G install all specified assemblies in accordance with the Drawings. �-WORKING HOURS,AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER/DEVELOPER, THE CSA 146, COUNTY OF LOCAL JURISDICTION, AND THE LANDSCAPE AR- �M Ctw1GS An� CHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE 1 -� PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER/DEVELOPER, THE CSA 145, COUNTY OF LOCAL JURISDICTION, OR 42 2-4133 c�►tITI01t: SCALITER IIiR16ATION H16i1�16,INC.wELL NOT BE RESPONSIBLE THE LANDSCAPE ARCHITECT. FOR,OR LIABLE FOR,UNAUn*WfD CHAliM TO OR USES OF THE FIRIGATION PLANS. ALL 0iANW TO THE TION PLANS MUST BE Mt VMTMIt3 AND MW BE APPRO�tIED BY SCALITI:I2 NiR16ATlON H16N�(6,K. D D ♦T n c TWO WORKING DAYS BEFORE YOU DIG IRRIGATION SPEC'' ''AT ION�7'' RECOMMENDED FOR SEAL COUNTY SEAL ._._._ Ranld, h APPROVAL �,J,MDSCgp, AP ED BY TE 7 O' P SHEET NO. I THE PIPOGG TRUST woe �\ ® ',(� `'tom s�� TFiAN3p DE COUNTY,CALIFORNIA ` =�C�� e Inc P �� /�I��CZ �111�.. MEI�TIFEE h�IEADOVS �� . Planning R.C.E.NO. EXP.DATE 'TRACTS 22542 . 22543 & 22544 Oid C�IUR-T�Roor OF ,28".Sf4TS. DATE o � �': �,;, - * APPROVED BY DATE 90103 � sit . Ca1,Eo � FILE No. The private engineer signing these pfans'is responsible for assuring the accuracy E A P . , t License#1512 MA) M-1930 and acceptability of the design hereon.In the event of disc►epandes arising after DATE BY MARK APPR GATE CHECKED BY p� y�„ �'jR ��It SCALE BENCH MARK county approval or during construction,the private engineer shaft be responsible For determining an acceptable soibbon and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE �� F �' �S'F CALL�� DATE FOR WO. the county. DESIGNED BY t7,6, DRAWN BY CHECKED BY R.C.E.NO. EXP.DATE cot 9/5-11VV TREES Symbol Qty Botanical/Commou Name Size/Min.Std. Remarks Nursery Brachychkou popui__ 24 Box 9-10'HTx4-5'SPD. i 1/r Caliper Feijoa seitowiana 15 Gal. 7-9'HTx2-3'SPD. 11f 4 Caliper Fraxinus velutina 15 Gal. 7-&HTx 2-3'SPD. 11/4 Caliper Geyera pasvitlora 15 Gal. 7-8'HTia-3'SPD. 1 1/4"Caliper Koeircuteria-Pawculata" 15 Gal. 7-8'HTx2-3'SPD. T�p (� jj�'�++�+ 7 r 11/4'Caliper L.r'E,.R K SEE-SHEET E 1 L— 1 1' 1�. � Laptstroemia x 24"Box Multi LIMIT OF WORK BASIN PARK PKG. Faurieihybrid 6-THTx4-5'SPD. I I I I I I I l i lU.1 I IIIIIIIIII I I l l 1 I I I l I I I I l I I I I l I l I I I I l I I I l_ I l 11 I I I 111 I I I -Muskwe 1'Caliper ►�/ Z Laurus nobilus 15 Gal. ['rl , , ``•�: ! "y 7-8'HTx2-3'SPD. 1 1/4'Caliper t !r 14 Z A77�v Liuidbar Syrailua 24'Box ' Size per plan r 'Palo ko 1a 12HTx3 SPD. � IAA 11 2'Caliper 00 -� __......r.s...... Liqutdambar Styraci lua 15 GaL + 'Palo Alto' 7-8'HTx2 3'SPD. men 11/4'Caliper Magnolia grandiftora 24 Box ?Samuel Sommers' 9-11'HTx45'SPD_ Size per plan 1 1/2'Caliper HOLLAND SO I ROAD Magnolia grandillora 15 Gal. [Samuel Sommers' 3-4 HTxi-4 SPD. s 1 1/4 Caliper Pins'pinea 24 Box 8-1WHTx4-5'SPD. 1 1/2'Caliper i•� Pious thtutbergiana 24 Box �,,tt + : 6-8'HTx4-5'SPD. o u 11/2'Caliper ristacia chioensis 36"Box Triple staked 12-14 HTx6-7'SPD. ,,.,�,�,,,,,, ......�.®....a..��..._.�....�.....,..�,..,._.. �..,.. E X. R/ Y Caliper Platanus race,mosa 36'Box Multi Triple staked N.I.C. { 10-12 HTx4-YSPD. 2'Caliper Puercus agrifolia 36'Box Triple staked 12-14'HTx6-7SPD. 2'Caliper SHRUBS Symms - Qty- —,"-"Botankai/eoummoa'Naiue Siie/Miu.Std. Remarks Nursery Buxus microphylla 5 gal. 4-8'o.c. 'Japonica' 16'w x 16-181 Cistus ladaniferus 5 gal. 36"ox 14wx14t Lantana samara 1 gaL 36'o c. 'Radiation' 1T'w x St PARS �. l:, Leptospermum scoparium 5 gal. 72 or- SEE SHEET L-17 'Ruby Glow' 24 w x 30"t BAw71�N PARK PKG. Leucophyilum frutescens 5gal. 72"o.c. .w full&bushy Osmauthus fragrans4. 5 gal. 72'o.c ' • • _ . •" r a e $ ,i -� full&bushy Piuosporum tobira 1 gaL 24 o-c, 14"w x 8't r I� Pyracantha 5 gal. 10'o.c. 'Mohave full&bushy �- _ • Pyracantha 5 gal. 36'o.c. 'Santa Cruz.' 20'w x 10% 94� OA SS 96 9�` ROAD9 +18' Rham�F'.atifa,", 5 gaL 36 o.c- -I•° cue 18'v x 12"t 0�1 Teucriva►majoricum 1 gaL 12'O.C. full&bushy Xylosma congestum 5 gal. 72'o - 'Compacts' 18"w x 18't E GROUNDCOVER ri r us � Symbol Qty Botanical/Common Name Size/Mia.Std. Remarks Nursery �w.�w�. �.®e.. arr�eYMr. rr.�r�r.r rrr�.ww .r -•�.Y..�r.wrra.e.. w.w+w.. a+wre.rs�./ '. . �swvu�rr.�.�•orwmrr.�ao era.cr®e®o s.. +.ws .xm wa:mowaacnecer m.smns�n.mm _— _ .. mcr - T N. Bacchar pilularis 1 gal 30"oc C 'Twin Peaks' C,� GENERAL NOTES Cotoneaster 1 gal 36'oc. st' ct 'Lowfa C THESE PLANS ARE DIAGRAMATIC ONLY. THEY ARE TO BE USED IN [CONJUNCTION WITH THE APPROVED STREET IMPROVEMENT AND PRE— Gazania rooted cuttings IT o - 'Fiesta Red' CISE GRADING PLANS FOR ACTUAL CONSTRUCTION. Hedera Helix rooted cuttings 12'o.c. t 3 THE CONTRACTOR IS TO CONFER WITH THE APPROVED GRADING 'Needle Point' z PLANS FOR ALL ELEVATIONS AND OTHER SITE CONSTRAINTS. Rosmarinusoflicinalis 1ga1. 24"oc c 'Prostratus THE CONTRACTOR IS TO NOTIFY ALL;APPROPRIATE UTILITY AGEN- c Slope Erasion Control Hydroseed refer to hydro- S&S Seeds cJL ClES BEFORE ANY EXCAVATION WORK TO IMPLEMENT THESE PLANS. GrouodcoverMix seed notes (805)684-0436 c THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS °Triple Crown' Hydroseed refer to hydra-- (213)626-9668 Stover Seed Co. Tall fescue Blend seed notes C AT THE JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT OR HIS � u� � REPRESENTATIVE OF ANY DIMENSIONAL ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO VINES v NOT SCALE ESE DRAWINGS. S.A. Ei r•�. 3-23 i symbol city Botanical/Common Name Size/Min-Std. Remarks Nursery C Underground Service Alert CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING C•® a THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING[ SAFETY OF ALL PERSONS AND C0011p• 2�-I Cissus hypoglauca + 5 gat. = 40'o c. • " PROPERTY.THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NOR- Call: TOLL FREE MALM HOURS,AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY, AND HOLD THE SNi, 19 OF 26 . OWNER/DEVELOPER. THE CSA 145. COUNTY OF LOCAL JURISDICTION, AND THE LANDSCAPE AR- i AN 1 -8W CHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 422-4133 NEGLIGENCE OF THE OWNER/DEVELOPER, THE CSA i45. COUNTY OF LOCAL JURISDICTION, OR THE LANDSCAPE ARCHITECT. 0 1020 30 60 FEET Q TWO WORKING DAYS BEFORE YOU DIG PLANTING 4F GRdtTNDCOVER 5HAL)e.BE CONTINUOUS UNDER ALL SHRUBS THROUGHOUT PROJECT SITE_ PLANTING ING PLAN v RECOMMENDED FOR SEAL COUNTY SEAL APP D.BY ATE Z 0 �l h SHEET NO. c APPROVAL �,NOSCgp p - E THE PEGGTRUST 3 '�pF!lltfp� yew "sc�%► - F cowl R RSIDE ,c.ALI `ti- �Uiak T�w A, ��.�♦Q, R.C.E.NO EXP.DATE MENWEE MEADOWS Latsdscspc Arttslit,reK»• PianninE ®1 7 - rn engineer DATE +> .•IE �;► x.1 •" �,„ * APPROVED BY DATE 90103 'TRACTS 22543 & 22544 361Old�''n•Thl�BOO` OF � SHTS 3612 Seventh Street • Riverside. California 92301 e private eng nee signing these plans is responsible for assuring the accuracy FILE NO. and acceptability of the design hereon.In the event of discrepancies arising alter , �� * Lcatse di512 (71t)72i1-1930 e DATE BY MARK APPR DATE CHECKED BY r �'�• .�' SCALE H_ j BENCHMARK s county approval or during construction the private engineer shalt be responsible � `�► 1 30 —V _ for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY - DATE the county. GATELoF`� OF CALIF FOR W� DESIGNED BY 5 DRAWN BY CHECKED BY . R.C.f.NO. EXP.DATE /5 9 ,MVV TREES oymbol Qty Botanical/Common Name Size/Min.Sid. Remarks Nursery 4 Brachychiton populneus 24"Box 9-10'HTx4-5'SPD. 1 1/2'Caliper ~ " Feijoa sellowiana 15 Gal. ~, Caliper �=�TaiI�INis =iAtil� 'iS� SHEET L-11 1 1/4"Ca Fraxinus velutina 15 Gal. 74rHTx 2-3'SPD. 11/4'Caliper O 38.E Geijera parvillora 15 Gal. CNN PARK �-8'4�per 3SPD. W SEES ET - / + Koelreuteria'Pankulata 15 Gal. 7-8'HTx2-3'SPD. �B k. 11/4"Caliper ti:'.....T�. a d� "rL Lagerstroemiax 24"Box Multi Fauriei hybrid 6-THTx4-5'SPD. 'Muskogee• 1"Caliper i 1 Laurus nobiius 15 Gal. 7-8'HTx2-3'SPD. Joe 1 1/4"Cali .�....-. Pt•r i - _ i �, •• f fir ", . • •� • • Laquidambar Styraciflua 24'Box Size per plan 'Palo Alto' 10-12'HTx3.4'SPD. # 1 ; 11/2"Caliper ! i �iquidambar Styracillua 15 Gal. C1■ _____r_ E X.E.T.W. (DIRT) y !Palo Alto Ma-3 SP . 1 �----- ----^««---- »w. .. ...�..... __ _ _" t� .-� _ "•,- _ _ _ _- __ - - �� _ 1 "Cali per D i i1 i t Magnolia grandiffora 24"Box .e 1 A 14; til Samuel Sommers' 9-11'HTx4-5'SPD. Size per plan I 1100 i 101 HOLLAND1102 i t�t1 10 3 10, R 105 i f 11/2'Caliper _ _. -. .. ` c �4agaolia graaditlora 15 Gal. iSamuel Sommers' 34HTt i-4'SPD. mom 8-10'21/4'Caliper fins pinea 24 Box - .' _ ^ .` C' � HTx4-5'SPD. T. 2..I 11/2"Caliper e Pins thunbergiana 24'Box �i� • �: •.� � �- ..._.._ ._.... 2:I �.. _._ _._._ ...,_ .......- ..� -...... _._.-.. -.,.,.- ~~ "`_' -'..- G-8'HTx4-5'SPD. l� 11/2"Caliper EX.1116\ R . yy Pistacia chinensis 36"Box Triple staked N.I.C. NIC . . a f 12-14'HTx6-TSPD. 2 Caliper a Platanus racemosa 36 Box Multi Triple staked rr ' 1 .• to 10-12'HTx45'SPD. 2 Caliper Quercus agrifolia 36"Box Triple staked 12-14WTx6-7'SPD. 2 Caliper' SHRUBS Symbol Qty Botanical/Common Name Size/Min.Sid. Remarks Nursery o Wk Buxus microphylla 5 gal. 4-8"o.c- 'Japonica' 16tiv x 1&18"t 2 Cistus ladaniferus 5 gal. 3W'o_c ® REFER TO SHEET L-3 OF THE RHA PROJECT# 01106 14wx141 Lantana camara 1 gal. 36"o_c. Q - 'Radiation' 12'w x 5"t a I Leptospermum scoparium 5 gal. 72"o.c. Q 'Ruby Glow' 24"w x 301 � I .{ Leucophyllum frutescens 5 gal. 72"o.c. full&bushy Osmanthus fragrans 5 gal. 72"o.c 1n3Ea L'uflif flll:l is dlNlf lflit :n,•t full&bushy LIMIT OF WORK _-_ 1 >~3'l Pittosporum tobira 1 gal. 24'o.c. ■ = - M 'Wheelerp 10'w x 81 R. Pyracautha 5 gal. 10'o.c. 'Mohave' full&bushy --- - - ..•:.z• n:.: AMR--- :I _ 4 9,: 36" - acanthi 5 o.c. 0 � 8� r • . • 'Santa Cruz' 20"w x 10"t o • " a 3 + , Rhaanes Canfernica 5 gal. 36"O.C. 'Eve Cate I"x 12% Teucnum ma ri i to cum g . 12 o.c. ._N.__-__ •- ._..�. ._ ..-- ._,_ -- _ <__ . �- - . ..� �, _ ® �'� l &bushy - Xylosma cougestum 5 gal. 72"G.C. 18"w x 18%AD 1 s' I t O GoLLAND 109 ! I O I I I 'Compact GROUNDCOVER e �- �,..._ - - _w- p --^ - - --.•-��- p - f"'a� symbol Qty Botanical/Common Name Size/Min.Std. Remarks Nursery j �`"'------..,-.• .,,,•�,� "`""--------•�.."`"`....`.'"_--•„•-.•-...,___,~„-.,. 1�+ ,�: r�a: �� Baccharis pilularis 1 gaL 30"a.c C 'Twin Peaks' C E" o �" -"- r - �_""• .--.-....-- -- r`"p ( Cotoneaster 1 gal. 36'o.c. �..�''`' 1 'Lowfase `/ - ---- Gazania rooted cuttings IT o.c.W ja Req'd. 'Fiesta Red' N.I.C. ! As Hedera Helix rooted cuttings 1Z o.c. ® Req'd. 'Needle Point' X C s� Rosmariaus officinalis 1 gal. 24"o.c. - 'Prostratus' III t ! Slope Erosion Control Hydroseed refer to hydra- S&S Seeds t Grouadcover Mix seed notes (805)684-0436 C ' e GENERAL NOTES Triple Crown" Hydroseed refer to hydra Stover Seed Co. t Tau fescue Blend seed notes (213)626.9666 'THESE PLANS ARE DIAGRAMATIC ONLY. THEY ARE TO BE USED IN CONJUNCTION WITH THE APPROVED STREET IMPROVEMENT AND PRE- CISE GRADING PLANS FOR ACTUAL CONSTRUCTION. F Symbol Qty Botanical/Common Name Size/Min.Std. Remarks Nursery � t_ Underground Service Alert CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CONTRACTOR IS CONFER WITH THE APPROVED GRADING THE COURSE OF CONSTRUCTION OF THUS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PLANS FOR ALL ELEVATTIONS AND OTHER SITE CONSTRAINTS. Cissus hypoglauca s gal. 40'o.c. • PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NOR- Call: TOLL FREE MALWORIONG HOURS,AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY,AND HOLD THE THE CONTRACTOR IS TO NOTIFY ALLs.APPROPRIATE UTILITY AGEN— OWNER/DEVELOPER. THE CSA 145. COUNTY OF LOCAL JURISDICTION. AND THE LANDSCAPE AR- CIES BEFORE ANY EXCAVATION WORK TO IMPLEMENT THESE PLANS. 1 -8W CHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED. IN CONNECTION WITH THE ntt� PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABIUTY ARISING FROM THE SOLE THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS 422-41 33 NIEGUCENCE OF THE OWNER/DEVELOPER, THE CSA 145. COUNTY OF LOCAL JURISDICTION. OR AT THE JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT OR HIS ' THE LANDSCAPE ARCHITECT. REPRESENTATIVE OF ANY DIMENSIONAL ERRORS, OMISSIONS, OR 0 1020 30 60 FEET TWO WORKING DAYS BEFORE YOU DIG DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO_NOT SCALE THESE DRAWINGS. PLANTING OF GROUNDCOVER SHALL BE CONTINUOUS UNDER ALL SHRUBS THROUGHOUT PROJECT SITE. PLANTING PLAN 1 = RECOMMENDED FOR SEAL COUNTY SEA NDSCq A P D BY TE 7 Z d I SHEET NO. APPROVAL LP � 1Zandolph ,it_Uek� q� TRUST - --�� 0 4 'THE PEH1ub� C/ !� ��' 'sue F f)COMMf HER, R31 E COU CAI t ,. _ � L-lb Landscape Architteecture • Plan ac -� R.C.E.NO. EXP.DATE MENIFEE MEADOWS ""'s rwture • � ,o, * T 44 ��I� .Thiel Ro" OF?$SHTS. G2Ia� o� APPROVED BY DATE TRACTS 22543 & 225 3612 Seventh street Riverside, California s2S01 is The private engineer signing these plans is responsible for assuring the accuracy DATE ` '' ' =• - • ° 90103 FILE NO and acceptability of the design hereon In the event of discrepancies arising alter DATE BY BY SCALE BENCHMARK ' a! sT �� License p1512 (714) M-1930 , MARK CHECKED y�s .� qT �� 1 ii_ i ! county approvel or during consUuction,the private engineer shad be responsible APPR DATE for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE OF CPS-C DAIS FOR W-O •? the county. DESIGNED BY 5J4, C DRAWN BY e;i+. C,4 CHECKED BY J5 R.C.E.NO. EXP.DATE 915-P V Vr 14 TREES i Symbol Qty Botanical/Common Name Size/Min.Sid. Remarks Nursery Bra:hych;t on t,oYsl:.:':s 24'Box 9-10'HTx4-5'SPD. 1 1/2'Caliper _ Feijoa sellowiana 15 Gal. 7-9'HTx2-3'SPD. — 11/4'Caliper LIMIT OF WORK 47 Fraxious velutina 15 Gal. �D� \ TI f l f l l l f 1 11 1. 1 I I l f l 7-8'HTx 2-3'SPD. V-3 `: �' 11/4"Caliper Geijlera parviflora 15 Gal. \ �4�► 7-8'HTx'1-3'SPD. PARK ,' rlri�l 11/4'Caliper �+ ' 15 Gal.Pan;cuiata JLF ?LFFTL_ 7-8HT x2-3'SPD. 11/4"CaliperBASI PARK PKG. A Cal 7 S•, RCP. Lagerstroemia x 24•Box Multi •.G R.N. {{r:4F;{l r r'rF�.::• s•;:',;. r r --- Fauriei hybrid 6-7'HTx4-5'SPD. t+i r.MR fir'." >� ' ,? t+{.{'{:•.,•r ❖•.f'{;r'' .s}f'(r,`o,• ?.r :r ?h{•:. r ��4,,�, r .hJ''4.J f J } A r.r :{ '� s.•.•. .v}x•.Y•. :r .•:: x .•wr• •'•} tip:• .ti•'•: ..r.•.• ..r•J• - 1.•:•l Caliper SW 'ti• 1. .:v.• {'•:d•.•' li'.:'. '�'.''• l � •.A J•• {• • �.LY.Yr•'r'•S'r:{A J r wry � . } :•''':••'•' .''• '.�J J.•R Y• .rY'.J••: A Y :•re i.. �p 4•'sr'' fi' .Y .r.. ..fi..r...••. Vl Ism, a r r r ✓'•.Y ..•. . •Lr •r v fi•r r.. .L:ti:ti•.'K•�•• J v I�} .'} .�Yrr.•'. .J... r. r4. t, J r.• - r SY.::•:..: 4• r .•l:. v :•'r 37•.rr•'v : r{`' •.:rr4 .{ :•.sr:,;..;..;;.:.,. .4.. •r:•J�. :s ••�. 151 : . .�}t d>i:•.• ::. r..•.%•:.•.❖•.:•:.•.•:•.{❖:•.•:rr.,..•4.;.❖.•::Yr:.'.::•::•:•::r:. ..Er:"•.'•. .J •S Y❖'.•.• ❖AS . ..L.:Y Y•• .r. P• r •rJr •lh••4•r: ✓. .• :j r .:•.r Ati:4 "•*`:•.•d r.I�''•S •-• :-� •::.••}.•:rl✓r•••• V •.J .:: • :••:•: z.OlS :r Sr • .r.....•• •.•.. • .:. ; }};"r{Yl.;•}: • .I••.S 4rJ. Jr.Y rw:S• •J..:.DS.h r.Y. .v❖• :Y..•..•r••.•h':ti":•:•:• .r.•.ry•••❖. :•:•:•:y.:.•. ..:✓,.,•✓••:C•;•r••:•:••.{•2�'•S':;:�::�:•:t:;'{..•:>:::};..;..:::.�::::-- L" Laurus noilusY: ris Gal. 1-8HTx2-3'SFD. r •'•• _ .. '� - r.s - • `. �q 11 4"Cali °r _ -- - Liquidambar Styraciflua 24'Box Size per plan J `" •. r. ■ 'Palo Altd 10-12'HW-WSPD. �" "~ ■ 11/2'Caliper e Liquidambar Styraciflua 15 Gal. 'Palo Alto' 7-8'HTx2-3'SPD. 11/4"Caliper 81 48 49 BRADLIZ, 11 1505 t 152 ROAD 54 Magnolia grmditlora 24 Box 155 00 'Samuel Sommers' 9-11'HTx45'SPD. Size per plan b°■ 11/2 Caliper ® Magnolia granMora 15 Gal. /0 'Samuel Sommers' 3-4'4 3-Tx3-WSSPD. > E y.. iper �inus phtea 24'Box i 8-IWHTx4.5'SPD- 11/2"Caliper s • -�` • -�-- #�" Pinus thunbergiana 24 Box ` 11/2°Caliper Pistacia ehinensis 36 Box Triple staked y 12-14'HTx6-7SPD. 14 2'Caliper 1111111 fit f I Immatimm11 I t I 1!I I I I 1 I I Platanus racemosa 36 Box Multi Triple staked LIMIT OF WORK � 10-1THTx4-5 SPD. ® 2"Caliper Quercus agrifolia 36"Box Triple staked 12-i4'HTx6-7'SPD. ? T Caliper SHRUBS -Symbol Qty Botanical/Common Name Size/Min.Std. Remarks Nursery .__. BWM microphyHa 5 gal. 4-8'o.c. 'Japonica' 16'wx I&IS't - ® 86 Cist.ladaailem 5 gaL 36"ox 14"w x 141 Cancans Camara 1 gaL 3b"o.c. 'Radiation' 12'w x 5"t Leptospermum scoparium 5 gal. 72,o.c. 'Ruby Giovr 24"w x 30"t Boa , Leueophyllum frutescens 5 gal. 72"o.c. 1 fiJ full&bush. '.r••• �lr'r' :1.:.• y r Y• -ex �j 4 � ❖l r•J• •}t• l:•:!t' :�t :•r'1r'•• }r• .r. .•:r. �•r.�r='�'�s• J.. :.4 ct�ant6iS feagralS 5gal.i Y: V 6:Y:'• :'=•;•• }t =�.. fait&bush :� 'i'• :'•. :j i• •�f { •}:• �•• :{::r��••'::':.... •�l it M. �' Pitt rum Ira 1 24'o.c .r ospo fob . .:Ylr Wh•CAL N.:rrh'.YYNa:Y �{•':NIX, rea:. l i:•iri{rie'• 1 W x ..•.; •'.;ram':.••� '.�'r:...' .< 'Wheeler? 0` 8'e P•s•?:':Y••."..',:'..ter 7.• .•r- yr t�t . . ........ .. .: ••: :;:;':•:..�l.•:!:':':':}•'':'':::•:Y.•.•••�':•:•.>:•:;:;:;}::;:!:!:':':'J: '�'��'' ;.;:; ;:;:.•;l;:•.':':'.�r%'`•:• :•.� '�•;:.�::r•:r••!-%':•:.•:.;::�::':V�:>r'�'�''''•:;:;:!::!:•':;:;:;::;!.!!!;�':•.•.•.•}:r>:.':':;{{;.:;Jd';:;':':;:;:::•�'•:;:;:;..:.:':•''"''.-:.'y>.V •:.•.':!�:•.•:;:••.>•.;';:J ': :5::�;:>-�;}!;:;:�::{ ::.�:;fir.}:S'::.;:;�L 5;.:•!!;.•..!';•}..:•:!:!':��:;:•:•V'.:•': can h t a 5 gal. i c 0'o � - o s- 'M have fu il&bushy ` 36"o -•r::•r-• - a 5 .C. :r :y _.[.a✓..•.❖:::.:. 01 rrr:. . r.•r• 'I'a`.a.'s" gal- ...:.•.. ._... ;•::. •:r .,.; ...... ::•::•.:••. .•r::-:.• r:.•r.•:. r: :•:.-.::•v vi'=tir �:s.:rr.r.... :}•:::::. :x,. .Y. ?:•..Y:•. .x}. Ciu2' w x 1 •:::R<:•:. . .I.....:.r 'Banes 2tY tY'E J Jr 1Vr:• .>t:•: .r. . Raphiolepis Indica 5 gal. 36"o.c. �" >- • ,s . { 'Clara' 18°w x 12"E i2"o.c.I gal. Teucrutm J rteum full&bushy oc. Xylosma coogestum 5 gaL 72' y: + 'Compacta' 18'w x 181t ' GROUNDCOVER L$ g56 BRADLEY 5 O -- - . 57 Symbol Qty Botanical/Common Name Size/Min.Sid. Remarks Nursery - N Baccharis pilularis 1 gal. 30"o.c. r 'Twin PC" � C OEM Cotoneaster 1 gal. 364 o.c. ►�, � 'L,owfasP c Gazania rooted cuttings 12 o.c. , ■ " T • , :. • • �. • . • .. . . fTj 'Fiesta Red' • • • r t..i ® As Hedera Helix rooted cuttings 12'o.c. Req`d. 'Needle Poin!' a l � Rosmar;aus olBcinalis 1 gal. 24"o.c. . u �•f 'Prostratue C ®� ,.. is z It s.. Sloj a ion Control Hydroseed refer to hydro- S&S Seeds C Groundcover Mix seed notes (805)684-0436 GENERAL NOTES c -Triple Crown' Hydroseed refer to hydro- Stover Seed Co. THESE PLANS ARE DIAGRAMATIC ONLY. THEY ARE TO BE USED IN Tail fescue Blend seed notes (213)626-9668 CONJUNCTION WITH THE APPROVED STREET IMPROVEMENT AND PRE- # I.O. l.�tf (�•S VINES h CISE GRADING PLANS FOR ACTUAL CONSTRUCTION. S.A. 0 �•�• t�al"7iRjK Symbol Qty Botanical/Common Name Size/Min.Sid. Remarks Nursery ` Unchi 'ground Service Alert CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CONTRACTOR IS TO CONFER WITH THE APPROVED GRADING C•0 c THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PLANS FOR ALL ELEVATIONS AND OTHER SITE CONSTRAINTS. COORO. ® �: Cissus hypoglauca 5 gaL 40 G.C. o PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NOR• Z4-I y THE CONTRACTOR IS TO NOTIFY ALL;.APPROPRIATE UTILITY. AGEN- SNi. (7 OF Z6 - Cail: TOLL FREE MAL WORKING HOURS.AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY.AND HOLD THE CIES BEFORE ANY EXCAVATION WORK TO IMPLEMENT THESE PLANS. ` OWNER/DEVELOPER. THE CSA 146, COUNTY OF LOCAL JURISDICTION, AND THE LANDSCAPE AR- •� CHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS rJ•:rr , r PERFORMANCE OF NOT A PART ` tt 422-4133 NEGLIGENCE OFTHEORK ON THIS OWNER/DEVELOPJ�THE CCSA7l145.FOR LIABILITY ARISING FROM THE SOLE AT THE JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT OR HIS �✓�'•''•'•J'r �''''�" i COUNTY OF LOCAL JURISDICTION, OR REPRESENTATIVE OF ANY DIMENSIONAL ERRORS, OMISSIONS, OR � ft- fer To Basin Park & Bicycle Pathway). THELANDSCJIPEARCHITEGT. ® 10 20 30 60 FEET DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO TWO WORKING DAYS BEFORE YOU DIG NOT SCALE THESE DRAWINGS. PLANTING OF GROUNDCOVER SHALL BE CONTMUOUS UNDER ALL SHRUBS THROUGHOUT PROJECT SITE. PLAM ING PLAN ` c RECOMINEND�D FOR - SEAL SEAL - _._ 'Z } APPROVAL oQAOFESSIO, o�,NDSC,�p� APP BY GATE 7 ��ar&il h SHEET NO. c o THE PEGG 'TRUST � i DE COUNTY,CALIFORNIA te Tw+ i EXP.DATE MENEFEE MEADOWS Lattdseape Arc utettttar Ptattttins Zg.. - c Cr. No. 3.3950 ,� Old�Hail,Third Floor SHTS, N� K XP 6.3Q-�� `�, t>�: >t APPROVED BY DATE- 90103 TRACTS 22543 & 225" 36u Sevmth Stmt . Rives, Cahfar�a The Private engineer signing these plans is responsible tor assuring the accuracy DATE FILE NO. I:kxmu A11S32 (71�K?iI-1930 L and acceptability of the design hereon In the event of discrepancies arising after DATE BY MARK � APPR. DATE CHECKED BY ll' ' �� 'J. 04 SCALE n_ r_ tountyapprovalo►duringconstructiMtheprivateengineershagberesponsible OFCAt``•�Q 9j �.'� I =30 0 BENCHMARK t for detemtining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE FOF CAUL DATE FOR W.Q t- the county. DESIGNED BY �'sjrj, DRAWN BY CHECKED BY R.C.E.NO EXP.GATE _ 915-WVV ' I o � .i .�'�b'�Ss'Rb.'�Ss'RU'� ,t'�-'SSc'�Ss. '�. � �.�h�k.'RD�'Ssc'�c,'��-`.$c'�'�. tx•�oac-.-'ogoow�rooa� uw«.a�vsisa�- - �s�saaa�aa�.v� `�se'.ar�zc=1t - :,., ,•. .. .'--,:>�s. ; .� a!>r _ - _ 1 V n .�RS � S�'?� r �^ � ��S 9'�Q .�MILMrf1�11�1Ysa�w••is�.ww�-r��r ear +ii...w�-...o� �� .ry .. -,. r. <�v - � -. .. 4 ,�- .v � `- ,Y ti -.r=.f . Kr�.- .< 'ri r - �-. .1 '� �¢ W •c- v'...a+r - .-. . •--^. .1 2^`s,i 'v2"• '''.,L. ..>. - p. r: _4 � -2 . i� _ ''�, {r .. a .n.�{a .'.- - •. �,[. ; .tk .. r ih�.' �.` _.h Y �a rr�, - - .. ?� . rx ..o ��i o- J -'�5,. 3 ,r h,< �s-�n -L� ., T x: :' -?, 3r�'�'tr�jr �.� -• ... � �'S -��7 � h� `r'4 �J g+ P x .tr // � 5- �t ,r^^ _ w .. S. •r .. Y' ,, ,. .r Y .'4-,.- 1 ,+ '� '� ? .. - 4 �Y, 'X Y �. � I r`.i2 ->:4.1 _ M x.... �_a Y .. `V.'X, �{::. A �_h �,_ ..• ,.. 'v � � .Yr_... _,�c '� "� ... {� �S, -a�A' lSPk _ �' �'.>._�k ._ tfh,u .-...t'L _.-ti�- ,.. �.-. �._.x 'h1 ^tw -^. 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IF - "� ��_ I♦ � _1, l"- \F- ♦-�► `� ,►� '..`�Y; �r0~"I►�O��'�� \+r_,,-,/ ��+�� _!�� 1/ ._ _ ! i .l 11� _ _ /1! .�!► !! _ �_ ! - �/ 11. �► 11 - lf,+ - f► _!!_ �_ 1 r�_ /! ��,, _ - 1 =1!- ► * 1�- 1 _ , /- . - : 1 -!1�•/fl1- •11�:1 t�- w _ ..�1 . . . _�s _ _ ,. .r►� �L .► -�►., .�� _ f__.n� c �.� 1-► �..�_a 1 a w.,_ . �,,!r .,.. -/1. �1 .;I r. -/ !_�� . .► //l ar_11� n r o c '] � ► w ►►"^`.' •!`.. �r - A �i_ O w►� - .a �rl► s� - 14 a • • • • • . • a i • Call: TOLL FREE" i i s • • s s i • • i i ' • i i i li, • • i • ' i • i ' i • • • 133 • • i • • i i • i i i i . ^i s i i • • ' • i i • i i i i • ! • WORKING DAYS BEFOREYOU i • i i IV—IAi i i �' i i ; • i ' • ' i ! • ! • ° • i RECOMMENDED FOR __i ,APPROVAL TRUST OqO ='WA A A� 4, THE PEGG ke Inc EXPi_ MENEFEE MEADOWS .� ...�- APPROVED BY DATE TRACTS 22543- & 22544 3612 seveli sired Riveni&, California 92M The private anginew signing them plans is oil ,. _ : : 90103 . i ., approval or durmp construction,the private engineer shall be responsible = � • 1 iCHMAK I - i'- t NOTE: G� INN ALL TURF AREAS,ONLY is GAL TREES a MIN.SHALL SE PLANTED LAI TEo - db - • c • eti _ . - I� 1,IIL I COT 120 TUiI� --- -- AMA APDLIND ALL-! TLW AREAS. n � CUT OFF TOP SECTION OF STAKE DAMAGED D CUT OFF TOP SECTION OF STAKE DAMAGED , O II ' BY HAMWIERING - BY HAMMERING TREE TRUNK 1 TREE TRUNK 9 CANCAN TIES OR APPROVED EQUAL RUBBER V.I.T. CINCH TIES OR APPROVED EQUAL RUBBER V.I.T. FINISH GRADE. WATER RETENTION BASIN-4'HIGH (2j ray?. 8Y ia•-o-REDWOOD STAKES OR (a) 2'BY t BY 10'4a'REDWOOD STAKES OR TAPER 1:1 MAX.CUT I — k LODGEPINE POLES = LAOGEPINE POLES _ F€PTILIZER TABLETS PERMANENT BASIL �� SLOPE Q Pl ANT PIT AI III (SEE SPECS.) 1 s I - i FERTILIZER TABLETS EXISTING SLOPE (SEE SPECS.) PLANT GUARDS-ALL TREES IN TURF AREAS. .� TAPER 1:1 MAX.CUT SLOPE 0 PLANT PIT b 5, tt EXISTING SLOPE ION WATER RETENT BASIN-4-HM PERMANENT FINISH GRADE BASIN 1/2x MINIMUM ROOTBALL DEPTH ROOTBALL. :1 1 I= ---------_ /emu .' .. _,Ni00TBALL -- - ...E W!I3...OF P100T9A1- - - - -LBACKFU L MIX.SEE SPECS. - -- ----- _ �.THE 77.1 1 J PUDDLE AHD SETTLE SACKFUL PRIOR TO 1/ z MINIMUM ROOTBALL D ROOTBALL BACKFILL MIX(SEE SPECS.) PLACEMENT OF SHRUB EPTH SACKFUL MIX(SEE SPECS.) I 1 FERTILIZER TABLETS(SEE SPECS.)- 2{THE WIDTH OF ROOTBALL ROOTBALL . I I (I FERT1tJZER TABLETS(SEE SPECS) I I I SETTLE SACKFUL SETTING SACKFULPRIOR TO SETTLE E ANb SETTLE SACKFUL,PRIOR TO _ TREE PLACg ENT OF SHRUB Li ACKFILL PRIOR TO CKf�ILL MIX,(SEE SPECS.) SETTING TREE _ I V TRANSITIONAL ZONE OF COMPACTED, TRANSITIONAL ZONE OF COMPACTED, UNAMENDED NATIVE SOIL UNAMENDED NATIVE SOIL a,p=5ftL - - ----------------------- ------- �ieGDiB6111mG.U3{. - r RIV. CO. CSA-145 DET.#B-3 RIV. CO. CSA-145 DET.#B-4 RIV. CO. CSA-145 DET•#B-5 RIV. CO. CSA-145 DET.#B- 6 A TREE PLANTING B TREE PLANTING-- (SLOPE) C , SHRUB PLANTING D SHRUB PLANTlN.G,_,(SL0PEj___ -------------- • • • • * • • • • • ""`"'---- FENCE CONC. BLOCK WALL OR FE - �-� �• .. • 'LEAD ANCHOR [EXPANSION SHIELD] • . • s • . s • s s SECURE VINE TO WALL • • 3/1ir STAINLESS STEEL EYE SCREW ---- ---- ---- - - -— --- --- -- �: W/ STICK—N—TIES OR , . • • • • i--o.:� • • • • AN APPROVED EQUAL HEAVY DUTY. GREEN PLASTIC. RIBBON TIE • • • • • s • • • • ROOTBALL ? NOTE; BACKFILL MIX REMOVE NURSERY SUPPORT STAKE. - PLANT • • • • • • • • • • ^C(�3N�CRrETE�ii■tASONRY -- - - OR ROOT SALL_ PVWT NEE IN ' 5URFrCE5 ACCORDANCE WITH SHRUB P'_kf*MIlC DETAIL (THIS SHEET). EDGE OF PAYING,WALK,WALL,ETC. FINISH GRADE ALL VINES SHALL BE ATTACHED TO FENCES.WALLS. OVERHEADS OR OTHER 11/2" X DIAMETER ADJACENT VERTICAL SURFACES AS OF ROOTBALL PER DETAILS NOTED. — FIVE (3)TIES EMwl PER VINE —GROUNDCOVER MULCH ION FLAT GRADES ONLY) I I I I r w HEAVY DUTY, GREEN PLASTIC, RIBBON TIE I— I RfACES - — — — � -�--� � WOOD �U 1/>� STAINLESS STEEL EYE SCREW Lu 1f j1 II�! I r LQ L CONDITIONED SOIL - I I-1 (I -2X•-DIAMETER - - - NOTE: SUSGRAOE 06 OF ROOTBALL LOCATE PLANTS SPACED EOUIDISTANT(D) FROM EACH OTHER AS SHOWN. O Js AS 8140WN ON PLANING PLAN RIV. CO. CSA-145 DET. B-8 C. GROUNI"COVER PLANTIN�''- "FINE P'L-.AllkmlTi iNG G VINE Tooms -__- - - - - - - - - - - - - - GENERAL NOTES THESE PLANS ARE DIAGRAMATIC ONLY. THEY ARE TO BE USED IN CONJUNCTION WITH THE APPROVED STREET IMPROVEMENT AND PRE- CISE GRADING PLANS FOR ACTUAL CONSTRUCTION. THE CONTRACTOR IS TO CONFER WITH THE APPROVED GRADING PLANS FOR ALL ELEVATIONS AND OTHER SITE CONSTRAINTS. THE CONTRACTOR IS TO NOTIFY ALL-.APPROPRIATE UTILITY AGEN- CIES BEFORE ANY EXCAVATION WORK TO IMPLEMENT THESE PLANS. . - 1- _ 1 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS -- - - Al- T 1- JOB SITE A.In NOTIFY I AniDQrAUC ADrLJl-r1=f--r nD ;-,IS 1 ---"--- ------------ - 17V i\ { ■ ! iiL Llti♦ ./V!►. L Iti\VJJJ . i_L J VJ\ - REPRESENTATIVE OF ANY DIMENSIONAL ERRORS,- OMISSIONS, OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO NOT SCALE THESE DRAWINGS. 1 I CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF PR"CT, INCLUDING SAFETY OF ALL PERSONS AND _ PROPERTY;THAT THIS REQUIREMENT SHAH.APPLY CONTINUOUSLY AND NOT BE UMITED TO THE -- - - - - — -- - - i.0. / �d tip, PROP � S.At 3 NOR- MAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY. AND HOLD THE OWNER/DEVELOPER, THE CSA 146. COUNTY OF LOCAL JURISDICTION. AND THE LANDSCAPE AR- CHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE C•O PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE COORO.ZQ. NEGLIGENCE OF THE OWNER/DEVELOPER. THE CSA 145, COUNTY OF LOCAL JURISDICTION, OR SKI.Z6 Of Z6 . THE LANDSCAPE ARCHITECT. PLANTING DETAILS RECOMMENDED FOR SEAL SEAL APP D BY DATE 7 _' � mp� SHEET NO.aD$#� ` '' j --_ -_ __ _-_ ___ __ _ _ A p. ty Asa+ y�� • o" T�1W, WATa E CouNRY,CALIFORNUI a i L iL.. -; �I,� is 2 E NMADOWS •R.C.E.NaNQ EXP.OATS OM Cie►HA*Ti*d Row flF�_SHTS nw +Romswmv �P�k Ibrowebwmeaccumw DATE U1a'7101 �,� E�R5�30-D? `! iL * APPROVED BY DATE 9010� TRACTS 22543 �i 22544 luu S�I,, . . cafiform" am FlLE NQ and occapm6w a Me d"lon Awom In the swell of dficnpandas*daft a/ar Du1TE BY !►HARK - APPR DATE CHECKED BY ��f Cl V I �� r, �' SCALE Lkvnn fun t9D!)M 1930 000wemmwsrdwftconstnrcibma»PASIOsnbinosr"sw" bsmwasmit � �AtA�Q J4 t BENCHMARK br d urnlbbp an aooppf w sokmm and rovm&p tM plans kw*A wow by ENGINEER REVISIONS COUNTY _ OF CA1.��a _ DATE wn ais - DESIGNED BY 5�" DRAWN BY CHECKED BY R.C.E.NO. EXP.DATE i U EML PLANTING NOTES WEED ABATEMENT 1. - ALL.WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE RIVERSIDE L ALL TREES AND SHAM SHALL BE PLANTED PER THESE NOTES AND AS DETAILED ALL 11. MAINTENANCE PERIOD THE MAINTENANCE PERM SHALL COMMENCE UPON THE COUNTY AND RIVERSIDE COUNTY SERVICE AREA 145 CODES AND SPECIFICATIONS. AND PLANT MATERIAL SHALL BE OF HIGHEST QUALITY AND LARGEST REASONABLE SUE AVAIL- OWNER'S AND THE LANDSCAPE ARCHITECTS WRITTENRECOMMENDOF ALL PHASES OF THESE PLANS. ABLE FOR THE SPECIFIED CONTAINER SIZE (WITHOUT BEING ROOTBOUNG). SHRUB PLANTING INSTALLATION AND SHALL BE FOR NINETY(00)CONTINUOUS CALENDAR DAYS. AFTER EARTHWORK INSTALLATION OF MMGATHM SYSTEM, AND SOIL PREPARATION. BUT PRIOR MATERIALS SHALL W VIGOROUSLY GROWING HEAL-THY PLANT MATERIALL, FULL AND MAINTENANCE WORK SHALL INCLUDE TWO (2) FERTILIZER APPLICATIONS TO ALL PLANT- TO PLANTING.PERFORM WEED ABATEMENT PROGRAM TO ALL PLANTING AREAS AS FOLLOWS: A THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE AND VERIFY ALL CONDI BUSHY; OF HINES WHOLESALE NURSERY/MONROVIA NURSERY COMPANY QUAUTY OR ING AREAS DURING THE MAINTENANCE PERIOD(REFER TO-MAINTENANCE PROCEDURES- TIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS EOUAI_ THE LANDSCAPE ARCHITECT WILL REVIEW ALL PLANT MATERIAL WHEN SPOTTED FOR TYPE.APPLICATION RATES.AND APPLICATION INTERVALS). TO ALL PLANTING AREAS- CONTRACT. FOR MANTIM AM WILL NOT HESITATE TO REJECT ANY MATERIAL QE QUESTIONABLE QU&M,OR OF=8 THAN THE LARGEST REASONABLE SIZE Mi.AVAILABLE. 12. MA*fW= PROCEDURES -THE GENERAL CARE AM MAINTENANCE OF ALL AREAS 1. APPLY SULFATE OF AMMON11i THE RATE OF 5 LOS.PER 1,000 SO.FT.TO ALL AREAS TO B. THE CONTRACTOR SHALL CARRY ALL WORKER'S COMPENSATION. PUBLIC SHALL,CONSIST OF PROPER WATERING,FERTILIZATION.WEEDING,CLEAN-UP,AND AS FOL. BE PLANTED. LIABILITY.AND PROPERTY DAMAGE INSURANCE AS REOLURED BY OWNER. 6. NO PLANT SUBSTITUTIONS ARE TO BE MADE WITHOUT WRITTEN CONSENT OF THE LOWS. LANDSCAPE ARCHITECT. 2- KEEP AREA MOIST BY REGULAR IRRIGATIONS FOR A PERM OF TWO(2)WEEKS TO GER- C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. A. CULTIVATE AND WEED AT NOT LESS THAN Till WON"DAY INTERVALS. MINATE EXISTING WEED SEEDS. 7. SOS.AMENDMENT AMOUNTS ARE FOR BID PURPOSES ONLY SEE LIST BELOW D. ALL IRRIGATION WOW Sill HAVE BEEN RECOMMENDED FOR APPROVAL BY THE B. APPROXIMATELY 46 DAYS AFTER INITIAL PLAmTm,APPLY 26 IN OF GRO410WO 3. AT THE END OF TWO WEEKS, APPLY'MJND-UP`OR EQUAL SYSTEMIC HEfUNCIDE. DO LANDSCAPE ARCHITECT PRIOR TO BEGINNING ANY PLANTING WORK CONTRACTOR SHALL CONDUCT SOIL TER AND SUBMIT TO. A&L WESTERN LASS. 1311 PER 1000 SO.'FT.AND IRRIGATE THOROUGHLY. THE SECOND APPLICATION USING NOT IRRIGATE WITHIN SIX(6)HOURS AFTER APPLICATION. HERBICIDE SHALL BE APPLIED WOODLAND AVE. MODESTO. CA 95MI. THEN REOUEST A&L WESTERN[ASS TO SEND THE ABOVE PRODUCT AT THE SAME RATE SHALL BE APPLIED IN ANOTHER 40 DAYS. BY AN INDIVIDUAL WITH APPROPRIATE LICENSE. REFER TO MFG. SPECIFICATIONS FOR E. THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT WILL REVIEW SOILS REPORT TO. GRO*OWER, MAC., P. O. BOX 480T, EL MONTE, CA 9i734.0007, ATTN: THEREAFTER,FEED WITH SAME PRODUCT EVERY 8 TO 12 WEEKS. DEPENDING ON PERIOD OF TIME REQUIRED FROM TIME OF APPLICATION TO TIME OF IMPLEMENTING THE PLANTING WORK PRIOR TO STAMM WORK THE CONTRACTOR SHALL CON. BRENT HOLDEN,TO MAKE RECOMMENDATIONS. CONTRACTOR TO AMEND SOIL PER ORO- USAGE/MAINTENANCE OR USE C4040AIER PREMIUM HI-NITROGEN. PLANTING. AFTER COMPLETE WEED KILL,REMOVE ALL WEED RESIDUE AND TOP GROWTH TACT THE LANDSCAPE ARCHITECT AND COORDINATE ALL OBSERVATIONS. POWER'S FINAL SOILS REPORT. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHAM SUB- AND DISPOSE OF IN A LEGAL MANNER. 'MIT A COPY OF THE FINAL SOILS REPORT TO LANDSCAPE ARCHITECT AND CSA 145'FOR a CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN ALIKE NEW. OPERAT. F. THE QUALM OF WORKMANSHIP AND MATERIALS SHALL,BE OF THE 2 NGI ST STAN. REVIEW. ING CONDITION.ADJUSTING HEAD HEIGHTS.THROW AND SPRAY ARCS AS NECES- 4. SUBMIT TO CSA-145 RECORDS OF PESTICIDE APPUCATK)N. DARDS. COOPERATION AND FLEXIBILITY IS EXPECTED OF THE CONTRACTOR SARY- THE CONTRACTOR IS RESPONSIBLE FOR PROPER WATERING OF ALL PLANT- TOWARD WORKING WITH THE OWNER/LANDSCAPE ARCHITECT IN PRODUCING THE TO ALL SHRUB AND GROUNDWVER PLANTING ARM "-SLOPE), ROTOTILL ALL SOIL ING AREAS. AND SHALL REPLACE ANY MATERIAL DAMAGED DUE TO IMPROPER BEST POSSIBLE PRODUCT. AMENDMENTS AS RECOMMENDED BY THE sm ANALYSIS 6r4r DEEP AND IRRIGATE MOISTURE. THOROUGHLY.80 THAT A MINIMUM OF 6-8 NICHES OF WAITER PMM THROUGH G. UPON COMPLETION OF,EACH.PHASE OF THE WORK THE CONTRACTOR SHALL THE SOIL PROFIL.E. D. ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH THAT MAY APPEAR IN THOROUGHLY CLEAN THE SITE OF ALL ACCUMULATED RUBBISH. Dill AND BACKFILL MIX FOR TREES.SHRUBS.AM VINES SHALL BE PER RECOMMENDATIONS OF THE PLANTING AREAS DURING MAINTENANCE PERIOD SHALL BE REMOVED AT THIRTY OTHER EXTRANEOUS MATERIAL SOIL ANALYSIS. (30) DAY INTERVALS. THE CONTRACTOR MAY ELECT TO REMOVE SUCH CON- 2. IQ=OF WOW-FURNISH ALL MATERIAL. LABOR. TRANSPORTATION, EQUIPMENT AND CENTRATIONS OF WEEDS MANUALLY OR BY AN APPROVED HERBICIDE PROGRAM. LOS•GROPOWER PLUS/I=S.F. THE CONTRACTOR SHALL CONSULT THE LANDSCAPE ARCHITECT PRIOR To USING PROPERTY TO COMPLETE THE LANDSCAPING OF THE PLANTING AREAS SHOWN ON THE SOIL PREP �517076=AGRICULTURAL UMESTONIl&f PARKNWS SOUTH OF EARLY DANN AD.ONLY AREAHERSIODE. DRAWINGS. OR REASONABLY IMPLIED TO COMPLETE THE CONSTRUCTION. INCLUDED AS -3 CU.YOS.NffPZUZED FIR SHAVINGSA000 S.F. A PART OF THE WORK.-BUT NOT NECESSARILY LIMITED BY IT.ARE THE FOLLOWING ITEMS: 6 PARTS BY VOLUME NATIVE ON-SITE SOIL E. CURING THE COURSE OF THE MAINTENANCE WORK THE CONTRACTOR SHALL PARTS BY VOLUME NITROLIZED FIR SHAVINGS REMOVE SURPLUS MATERIALS AND DEBRIS FRO THE SITE AND SHALL KEEP THE INSTALLATION OF FINE GRADING OF ALL PLANTING AREAS PREPARATION OF ALL PLANT BACKFILL 17 LBS.GH04K*"PLUS/CU.Y0.OF Mix PREMISES IN A NEAT AND CLEAN CONDITION AT ALL TIMES. ING AND TREE HOLES;FURNISHING AND INSTALLATION OF ALL REQUIRED PLANTING BACK- 2 LeS.AGRICULTURAL LIMESTONE/CU.YD.Mix PARKAWS SOUTH OF EASILY DAM RD.ONLY FILL MATERIALS. TREE STAKES AND MISCELLANEOUS MATERLALS, FURNISHING AND W- ORO-POWER PLANTING TABLETS PER NOTES BELOW AND CSA 145 FOR REVIEW F. DURING THE MAINTENANCE PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE STALLATION OF ALL PLANT MATERIALS; PROVIDING MAINTENANCE THROUGHOUT THE FOR MAINTAINING ADEQUATE PROTECTION FOR ALL PLANTING AREAS. ANY SPECIFIED PERIOD;CLEAN-UP AND WEEDING OF ALL LANDSCAPE AREAS;GUARANTEE OF & LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REPOSITION PLANTS WITHIN PROJECT DAMAGED AREAS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. ALL PLANT MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR. SITE PRIOR TO INSTALLATION. PROVIDE 72 HOURS NOTICE PRIOR TO INSTALLATION (UNLESS OtHERWISE NOTED)REFER TOPLANT PLANKM PLANT LEGEND. 3. THE CONTRACTOR SHALL REMOVE ALL WEEDS. ROCKS OVER r DIAMETER. DEBRIS AND OTHER EXTRANEOUS MATERIAL FROM THE JOB SITE IN A LEGAL MANNER PRIOR TO a ALL TREES TO MAINTAIN A DISTANCE OF: PROCEEDING WITH ANY WORK UNDER THIS CONTRACT. X FROM SIDEWALK,CUR8$.MOW CURBS.REDWOOD HEADERS,SHOVEL CUT EDGES.AND 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADE INCLUDING ANY IMPORT LIMIT OF WORK SOIL ADJUSTMENTS TO EARTH BERM AND SLOPE SHAPES. PROVIDE FINISH GRADE IN PLANTING AREAS 1% MINIMUM FLOW. FINISH GRADES SHALL BE 2'_BELOW ADJACENT 10 FROM WATER ANID SEWER LINES WALKS.CURBS.DRIVEWAYS.ETC. IN GROUNDCOVER AREAS AND I*IN TURF. 10 FROM DRAINAGE STRUCTURES 5'FROM ROAD EDGE 11W FROM FIRE HYDRANTS IV FROM D"APPROACHES 26'FROM BEGINNING OF CURB RETURN AND END OF CURB RETURN I& ALL VINES SHALL BE SECURED TO WALLS OR FENCES WITH *STICK-N-TIE-S'WINE TIES AS MANLIFACTUREA,OR EQUAL.(UNLESS OTHERWISE NOTED). PLANT TABLET CHART GRO-POWER FERTIZILER TABLET CHART 3 TABLETS PER ONE GALLON CONTAINER 6 TABLETS PER FIVE GALLON CONTAINER 9 TABLETS PER FIFTEEN GALLON CONTAINER 16 TABLETS PER 247 BOX CONTAINER 18 TABLETS PER 3(f BOX CONTAINER 24 TABLETS PER 4ar BOX CONTAINER 36 TABLETS PER 60* BOX CONTAINER LARGER SIZES USE 4 TABLETS FOR EACH 112' CALIPER GENERAL NOTES THESE PLANS ARE DIAGRAMATIC ONLY. THEY ARE TO BE USED IN CONJUNCTION WITH THE APPROVED STREET IMPROVEMENT AND- PRE- CISE GRADING PLANS FOR ACTUAL CONSTRUCTION. THE CONTRACTOR IS TO CONFER WITH THE APPROVED GRADING PLANS FOR ALL ELEVATIONS AND OTHER SITE CONSTRAINTS. THE CONTRACTOR IS TO NOTIFY ALL:.APPROPRIATE UTILITY AGEN— CIES BEFORE ANY EXCAVATION WORK TO IMPLEMENT THESE PLANS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE OF ANY DIMENSIONAL ERRORS, OMISSIONS, OR I.D. DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. DO S.A. NOT SCALE THESE DRAWINGS. CA CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY Of ALL PERSONS AND D Ill LIMITED NO C0010. PROPERTY.THAT THIS REQUIREMENT Sill APPLY CONTINUOUSLY AN NOT E LIL TE TO R- sNt.Z6 Of MAL WORKING HOURS.AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY. AND HOLD THE OWNER/DEVELOPER. THE CSA 145, COUNTY OF LOCAL JURISDICTION. AND THE LANDSCAPE AR- CHITECT HARMLESS FROM ANY AND ALL LIANUTY REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER/DEVELOPER. THE CSA 145. COUNTY Of LOCAL JURISDICTION. OR THE LANDSCAPE ARCHITECT. I 'p1,C_ ------ PLANTING Sv RECOMMENDED FOR. jFz 0 SHEET NO. S SEAL APUWED BYQATE T 0S APPROVAL Vj 9,42. - I . 0 AV THE PEGG TRUST Hlubi I IV TRA DEFT. 011DECOUNTY.CALM10ANIA kes 6 4%pa:aIj ,I nc. > me L®2 aWc No, 31 mids, 6 No Lo EXP.DATE MEI�AH`EE MEADOWS • '110 EXP 6-30.0,12 cw OU C"IM ThW Now _SIM DATE !3M_ APPROVED BY DATE TRACTS 22543 & 225 44 36Ub ShvdWveni&, Cafifecnl& 9MIft pdvwo on*"swilift the"pbm is fawns&*forassw6v the acewsw 90103Licemot 01512 MI)M-1930 FILE Na 0 CA116% andsocegi of the~hwwA In the ovent ot dillsempandes wilift aftor DATE BY MARK APPR CHECKED 13Y SCALE BENCHMARK wunty aWmW of dudag"anwswlM hfi P*10a1to0 090 1" b"nk ap " ENGINEER me couft REVISIONS COUNTY DATE DATE FOR W.OL DESIGNED BY —151A DRAWN BY VLI(, CHECKED BY R.C.E.NO. EXP.DATE t_ co V lit -"prn, :Zi4 "f A D NOTE: zJ U.1 Z M/14,1-14 xv NZ fi4 i -y CONTRACTOR AGREES TO A56UME 60LE RESPONSIBILITY FOR J05 SITE CONDITIONS A .......... A 7 _1 DURING THE COURSE OF CONSTRUCTION OF TH15 f='ROJECT, INCLUDING SAFETY FO ALL k PERSONS AND PROPERTYi THAT TH16 REQUIREMENT SHALL APPLY CONTINUOUSLY X I's J AND NOT 5E LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR 4 15 J, SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER/DE VE LOPE R, THE CSA 145, COUNTY N a� V _.�41:03 7 "14101 A 4 ft OF LOCAL JURISDICTION, AND THE LANDSCAPE ARCHITECT HARMLE55 FROM ANY AND ALL LIA51LITY REAL OR ELLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON TH16 PROJECT, EXCEPTING FOR LIA51LITY AR15ING FROM THE SOLE NEGLIGENCE OF TRACT 29997 Z" M now.- P 4 P�g �,v 4.w 42,Uit3k 4 6 c,� Mal r k 7 ix THE OWNER/DEVELOPER, THE 6CA 145, COUNTY OF LOC DICTION, OR THE ,AL JUR15 5 4 P 7,�. 3 Z' 4�1 Ir2 '01 3 LA 12 Wl _J 4 i4 A 5 TiF_.: A'� 4 , V , Aq 3114 W., I i .., LANDSCAPE ARCPITECT. tv 16", IV,,�,iIJ -A i :,A_t �14 P 44 85 z GENERAL NOTES; THESE NOTES ARE DIAGRAMATIC, ONLY. THEY ARE TO 5E USED IN CONJUCTION WITH W A A-0,44Y I wLk,66 rA 4� y, W J. at a E 1PI;I A .0 le, -,, 1 0 jr THE APPROVED STREET IMPROVEMENT AND PREC16E GRADING -P V � I - 1�.-7 J..... 4 ,o -Nk 0 V t A-0w, I I - ,ik" i WO PLANS FOR ACTUAL 7:,- CONSTRUCTION, -zv, M 4 1 -lit 1�ftl -4 In k4 _Fj 91 MI. RM 1_4 v Q b, Ap, Ak y 44c, Aq G PLANS FOR ALL -A THE CONTRACTOR 16 TO CONFER WITH THE APPROVED GRADIN *x I t. C . I . , - .-U ELEVATIONS AND OTHER 51TE CONSTRAINTS. o yv ii, --a Z� cjp I - i _4 rR1.0 1_14 R, 1 �u �fj 4P. i PAI �A �_R_k G CIIE5 5EFORE ANY Wiia A4 A U" t4 Ij A Oki THE CONTRACTOR 15 TO NOTIFY ALL APPROPRIATE UTILITY A EN 4 j� V�T I &i A. IV g Ar U, EXCAVATION WORK TO IMPLEMENT THESE PLANS. 7 Sit q V, Old,24 -§,1P6_D0 g 4'1 fm x, 1W 40 5 d, MC e-,a,� i : 4 q�',k g� Ak to ow o , ska .........I THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN [ON l............. 44 v-64 a-6 WIF �i: fA 147 14 _� I �.�k IF _i I w u , "At, J_ 6 AT THE J05 SITE AND NOTIFY THE LANDSCAPE ARCHITECT OF H15 REPRESENTATIVES OF ANY M 'A k -a, i 4W is I_1 - I , "t L__: -7, .2 :Fki ct;, ,I -- 'J A"! R'. E t 3 ,REPANCIE5 5EFORE 5EGINNING OR IDIMEN51ONAL ERRORS, OMISSIONS, OR D15C 471 FA5RICATING ANY WORK. DO NOT SCALE THESE D il`,�1, OP, RAWING5. WFE ltk l IF 4, *PuA 16, " - -_ - 1�,' V_1_� `;�_ - I 1-1a, T I- �7' 101 iR ;�4, Ti ? iC f FI, R l ��! ZA; _R_ x E 6 411 uww' %g wg i , - ; t j -,6o,. Q3, , 4 t qa I ] I tg� 1 41 r 4_4 IP itz_5� U IF 2 5i-I.k�F IF W H 01� hg I �2�d t-3)�1 4Z �-3 R :J '45 2---0 1 -PE 53A Jv 1A k 0 n; 3 10 40 41� v .114 -3"X �p V., f -1 h 4-P I I 0.2 , r _15 krl. k i4 iA rr,� 4 -v _I iT A �C, I's 01 C 'T -n4' ng a b.3 A W Elk 04 6 4 -r IF & 41 % gq 3 n & tap! Ai-:- e T �A� " � 5 IE4 wmff WNW 41 ao J A i,4if_U0 406051 Qh)l 6 N5 4 j. Pt.,' Q R .4, 4 7f� _, �t I _1 i_4` 1, `1- ,_ . _� ��Q,� 14. I'l- _-E-7 tf� M, ;i,t r,-4 .21 A ,t4 4 !"Pt E 6 4 1 Z K� \j flar �4 IF 344 - t- I t- z# 0 �A 1, - A _4 V� 4F, -Xi _ .5 Ok - - _4 - w * 3 J" 0 Zq W f 40 a IM J 'J'A X Pt 64,4 i N& 41, % if P_ -IM 5 k,_ ok (4 x &7, I ON q 3 "NO) T n�o 77 Jim A 3 4,Q f kV J: 3 ? g 4 A, n �t. '0,�, 4 up's T, -4 4 p _5 x 'v 4 If te.. iF4 4 �4 -�4 I �,z�, �i 0 , (11 o . - ,- . 7 A4 L kl-P 11'.1 i'.4 -k f, 1 - , 4_ 4:i R , ,1 ew ZA - i, 4411 qJ4 U. Ca �cN S W_W 4_10 V U W W, 4, uIF ilz� A -fiEt x; mr. 44,0 RFR t', + A_ -I RAPIR _2 tom"PI-i VA p, -3 P_-. Ot g 7 10, If 'ig "�R 4 N.- At + Fr` 4� �J IF MA" P 1A 4 P: -c, zxi" MM"' tWAN A WOW W��11,1, & b%l 4� 1A vt] _q. Fif FF Z; 'FF r A 4 I. la;5 fl,i:.' "i t4l a to M N111) b ".9 LA J 4 A-A Y d -w, tb ns, x a �` II.,, i,, !.. t", -", `0, 61-0 X j 3� U 4 45. a f i Z�,J Ap. tp- 9 7-2 APT a K _'Til Cd M '47 21, LZ . �.7. , jr� , t X M 13 X i_J A # f - a �R IW& .r,-,) oei V.- - j-'. . 1 6 x jig io _5� _R A i0A P Z A - I �' IF ` , I.`, x�, . �,- , " , " , , , "" , - -. - I t ia 'K 4"A I 17 s-r %R 'J _9 t kz� 4 EA Z _65 5�. I J,� - I F`� Z io A 3 �d q 4 f V "I IF i).1., 24 Y �w, wmmj� J�; ,.jj i 2xv M g F 4 f f 4, KOW 14011� ZZ N M IL3, M, FF 14 7 N E L0 6; (01-0" PRIC15ION 5LOCK 4 STUCCO WALL W1 PILASTER Cq r:,O'-O" O_C_ SPACING (TYP) ENTRY MONUMENT *A M Underground Service Alert 0 ENTRY MONUMENT #5 - 0 1-800 227-2600 NOTE: REFER TO SHEET L-20 FOR Ilms 200' 300, CONSTRUCTION AND LAYOUT DETAIL5, TWO WORKING DAYS BEFORE YOU DIG 7"rLrMMM%=" NOTES 4 SPECIFICATIONS CL 1� I to Work contained wihtin these plans shall not commence until a grading 3/13/01 CA SHEET REMSION RECOMMENDED FOR S EAL couNw SEAL A D DATE 3612 MISSION INN AVE SHEET NO. permit or encroachment permit is obtained. APPROVAL S4%, THE PEGG TRUST RIVERSIDE, CA1dFORNIA UJI LLb -1 4 Eta�POR TWNT, RIVERSIDE COUNTY, 0,� HLU 4, -=ORNIA 92501 R.C.E. NO.- 7%,7 MENIFEE MEADOWS L- 27 EXP. DATE- (909) 781-1930 L A 1) k P E DATE Uj I Ib No. Sig ur* DATE A R C H 1 '1' E C T S UC. #1512 EXPI 30 7/31 01 TRACT 22543 & 22544 OF 0:�-;U SHTS. PLANNERS INC FAX (909) 686-8091 The private engineer signing these plans is responsible for reassuring BY clok, SCALE FILE NO. LL_ the accuracy and acceptability of the design hereon. In the event of DATE IMARK Or r,&%- We I =30,_O,, BENCHMARK YA discrepancies arising after county approval or during construction, the R.C.E. IN 0. - -EXP. DATE FOR RHA JOB # C private engineer shall be responsible for determining an acceptable ENGINEER DATE 0 C DATE i solution and revising the plans for approval by the county. 01106 Designed by CA Drawn by CA I 91 VV �b DETAIL A DETAIL 0 AIL B DETAIL C DETAILD #4 REBAR CONT. 18" PER MON 'B' ire - �. MUSHROOM CAP U. F.. 8x4x10 ORCO PRECISION CONC. , , O W a REFER TO DE : ►IL 'B' THIS SHEET FOR DRAIN NE INFORMATION. ` ' n " Co.2 ui • W E- X / ! ! —6 16 " " 00 4W y o , a !-- U-; 10 \ / Q W C 0 # 6818 STUCCO INTERLOCKING z w . • o CA Z 4 REBAR CONT. _CONC. BLOCK 2 -6 HIGH WALL �` m ~ u _ Z F _ _ ' O #4 REBAR 0 32" Q.C. z = z Z I 4 6 HIGH WALL W/ SIGNAGE K \ O -i(6 �_ C7 p ��. tr _ MUSHROOM CAP �Z Z U w 'a o #4 REBAR F-Q W H J 6'-0" HIGH PERIMETER WALL (TYP.) �� _ a = a o v O 6x4x16 PRECISION CONC. BLOCK \ �► W CC 4 CONT. o W l p a'a �_ " vJ O' z Lu O oC 6818 STUCCO INTERLOCKING 6 10 HIGH PILASTERS (TYP.) _ \ FG a w LL W FG j A w C�' . ° FG CONC. BLOCK 4 co PERFORATED DRAIN LINE k _ 4" PERF. P.V.C. DRAIN — t #4 REBAR COP 24" O.C. FG \ --R.O.W. LINE ` S PITCH MIN. 1%& DAYLIG o x a CURB FACE 3" O.C. CORE Y W a W a': Z n 14 aD z FILTER FABRIC a '" - r _ t7 _ pG C3 4. e p 6" . DTI ► r- ® oo H G 04 ` FG a 3/ CRUSHED FG # O Z F a c� •- FG Z w > AGGREGATE Z `t z_ Z _ • a t. Lr kjJ Oa. _ a _ 9. . y 'Jai; r, ► ' .. e, - ,A � : w ,:. ;I @ o o °.. ° '° )#4 REBAR CONT. ° WALL DETAIL REFERENCE, THIS SHEET �1 N �' (2) #4 REBAR • ' Q' r :y *CY - a • 1 95% RELATIVE COMPACTION 22" GROUT CELLS W/ REBAR WHERE WALL IS RETAINING 22" Z 18" 18" OF SUB SOIL 96% RELATIVE COMPACTION OF SUB SOIL ENTRY MONUMENT A - PLAN SCALE: 1�=20" PERIMETER WALL SCALE" 3/4"=1'-0" MONUMENT WALLS SCALE: N.T.S. �• #4 REBAR HOOP TOP,MIDDLE,BOTTOM FRENCH COLUMN CAP *CC-F-18-22 - DETAIL E D b. BY CALIFORNIA PRECAST STONE, INC. (619)443-6863 #4 REBAR CONT. u�. ..2-8x6xl6 PRECISION-CONC. BLOCK MUSHROOM CAP 10" X 4" X 8" BY ORCO PRECISION -6x4x 16 8x6x 16 PRECISION CONC. BLOCK m 8x4x 16 n " 6x4xl6 A ' I v 1 71 a 45" i -1 6x8x8 C. ALT. BLOCK d �- _ 6x8x 16 W ' FG ti ~ CONC. BLOCK Llr O . r , •' 8818 STUCCO INTERLOCKING LOC � Z a � 4" W U.l'-6" HIGH WALL �� I- �' .� #4 C 2 2'-6" HIGH WALL C9 Z ,; a z > O.C. Z 41=6" HiGH WALL W/ SIGNAGE fi Wca e #4 CONT. Q .a a = a 6'-W HIGH PERIMETER WALL (TYP.) % " _ o m 6'-10" HIGH PILASTERS (TYP.) ........G 8x6xl6 PRECISION CONC. BLOCK - } 9" ° ® !V \DRAIN LINE ---- _.. ..._.. . .....-.PERFQ�iATED __._.__.._.... . ,�•-- R.O.W. LINE cv FG • co FG f (3) #5 CONT. = WALL DETAIL REFERENCE, THIS SHEET .A cm P= ' ' , ° 9596 RELATIVE COMPACTION OF SUB SOIL }' . #4 ° � m c }. Q 24" O.C. 95% RELATIVE REFER TO DETAIL 'B' THIS SHEET FOR DRAINLINE INFORMATION. COMPACTION OF SUB SOIL ' 4 28" 36" REFER TO DETAIL 'B' THIS SHEET FOR DRAINLINE INFORMATION. ENTRY MONUMENT 137 PLAN SCALE: 1"=201-011 �Aa SCALE: 3/4"=1'-a' MONUMENT WALLS SCALE: 3/4"=V-0" 4 '42"86" 18" _10, 1916 �,, OUTLINE OF COLUMN CAP 10'-0"72" •� LASTERS..TO. BE SPACED --.2- #4 6" O.C. BEND ALT. GROUT CELL SOLID ILI *, PROX. EQUALLY SPACED NOTE: b. A� �� ®�,, y� _tfHESE DETAILS ARE DIAGRAMATIC ONLY. THE CONTRACTOR IS TO 16x8x8 C. ALT. BLOCK REFER TO THE STRUCTURAL ENGINEER'S (STAMPFL ENGINEERING 83 6818 STUCCO INTERLOCKING CONC. BLOCK (714)628-9611) CONSTRUCTION DETAILS AND SPECIFICATIONS FOR ( ALL STRUCTURAL CALCULATIONS, FOOTING SIZING, STEEL, GROUT, DRAINAGE rcy'j I 11V AND MORTAR SCHEDULES AND ALL SPECIAL CIRCUMSTANCES. N THESE PLANS ARE APPLICABLE ONLY TO THOSE CONDITIONS AS o O S V o IDENTIFIED BY THE STRUCTURAL ENGINEER. ADDITIONAL WALL N T DETAILS MAY BECOME NECESSARY WHERE CONDITIONS NOT ILLUS- 1'5 ,. i Q TRATED ARE PRESENT, l fi m T 1'-6" HIGH WALL a a ' o° v ;� q o • o a : .,° .Q' . ALL EXPOSED WALL SURFACES ARE TO RECEIVE STUCCO (COLOR � �' � \ � �\ 2'-6" HIGH WALL a ''�'"''`�='" 4 I • ° EQUAL TO X-82 HACIENDA) PER LA HABRA STUCCO -(714)774-1186 a �' --�- - " =%'' MINIMUM STANDARDS. - 3 � \ _ 4 -6 HIGH WALL W/ SIGNAGE w t COLUMN CAPS ARE TO BE 'MANUFACTURED BY CALIFORNIA PRECAST I�.P\ \ p ° ti ° •' ° . 4 ; "' ► `' a. o o STONE, INC. (619)443-6863 CAP #CC-F-1$-22 OR EQUAL. COLUMN o CAP COLOR TO BE EQUAL TO DAVIS COLORS (213)269-7311 #160-2 LBS. HIGH WALL 'yi�,ye, y\ , . .zs - TRU-TONE CEMENT COLOR. �0•, N. (4) 6'-10" HIGH PILASTERS WHERE QUESTIONS DEVELOP, CONCERNING THE EXECUTION OF THESE 0 �) DRAWINGS, LANDSCAPE ARCHITECT IS TO INTERPRET THE DESIGN R.O.W. LINE INTENT. PERFORATED DRAINLINE 1C" \ _ 0 LLJ WALL DETAIL REFERENCE, THIS SHEET EIS WALLS OF ° • Q _ (2) 4'-4" HIGH PILASTERS '. _ CTiO�N 45 Q O } ENTRY MONUMENT C - PLAN SCALE: 1N=20'-ON PILASTER LOCATION SCALE: 3/4"=1'-0"/ 3/8*=11-0" WALL DETAILS RECOMMENDED FOR SEAL SEAL qp BY _ // SHEET NO. g APPROVAL oQPOFESS/ O�'A �q'°FRarxW z ! 14LUeiTHE PEGG TRUST 4 LI. y ter '�� c �0 4�s! � p011 I+�P.DERT. OOUTAI/,CAIIFORNYI W Y z wMENWEEA 0 L-28 s No. 33450 $ ��• - R.C.E.NQ OW DATE 28 90103 TRACTS 22543 & 225" ,�. Caut mb a= °� 8H1` I " EXP. 5-30•(* t �( ��s,io, * Old Cy!'W•TYA ftw TNs py�►Ma snpNasra Mq fMsapl�ns Ir waponaws Auraoou*o as aa=mw DAB e? ��r c i v i` ,apt °°� APPROVED B DATE Sus SewAek Sena FILE Na ` Oneaoo�ptaawya aw a.woa In 00 awnto/d60*pWN*8 ad8Np~ F v. .r �� Lio"�e nsu t9dA ra iato 0 ordu a�vlkK� PMns h y ENGINEERDATE I BY I REVISIONS COUNTY CNECKEC 8Y OF C�ti�� rF OF CPS- �� SCALE BENCHMARKFOR w!Q 3 c Mw°O % -DESIGNED BY 5 DRAWN 8Y CHECKED 8Y �� R.C.E.NQ EXP.DATE DATE L � G9 �� VV i I I \ I I FUTURE STREET TRACT 28676: \ I RCFC ESM'T. I CONSTRUCT CURB RETURNS, INST. NO. 341604, \ I CROSS GUTTER, SPANDRELS EX. LINE "D", RCFC i I AND SIDEWALK. BACKFILL REC. 91390 STORM DRAIN PLANS I / / WITH EARTH ONLY. REMAINDER PCL 10 N o \ \ (W=25') - - PM 39/70-72 i� I RIM CREEK PATH -�w EX. LINE "E", RCFC GENERAL NOTES CHESTER MORRISON WAY STORM DRAIN PLANS 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE 41 2 3 4 5 6 7 8 9 SHEET N0. 2 10 11 Il 12 (20 DRN. EASEMENT)� RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT 11-1 1 SH ET O. 3 co PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT OF WAY, DEDICATED AND ACCEPTED N I I EXISTING CONSTRUCTION IS PER qw wwlyl VIWi FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT SAWYER ROAD O 13 ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. I I VOLUNTARY CASE 2760. �p -_- -_-_- _____ __ l Z ^ ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. I I P/P 890-FF y�P '� �'�' - - - - - - -Aw �"` I Nto Q(10)=2.1 CFS I w Q 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA Q(100)= 3.2 CFS 36 35 34 = 14 a a AND THE RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY 40 Q 10 4.8 CFS I I OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. SEC. 3, T 6 S, R 3 W, SBM. Q(10)=2.2 CFS 39 38 3 Q 10 =7.5 CFS I i I ,�,Q` c� \ 7 I 15 Q 100 46 7CCFS PHONE: 909/955-6885 SUN CITY �° N Q(100)-_ 3.5 CFS a I 150' 50' I II 16 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. CANYON LAKE � - O J ` - - T�- NEWPORT ROAD Q O I I I O� - 29 30 31 32 33 III 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION 1 I 1 1 DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS LATEST EDITION, PROJECT a. � I I 0 I hX p"�` MENIFEE SCHOOL DISTRICT _ N HET 0. 4 17 N0. 461 AND SUBSEQUENT AMENDMENTS. N, COUNTY ORDINANCE II o, I - N i SITE - - - - I i O i �'�P• P�� INST. N0. 106958 I -� L III 18 - - - - - - LA PIEDRA ROAD I I �� REC. 4/17/87 \ _ w w 28 to 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. I i I (NOT A PART) I r 0) FROSTCOURT II z 1 g cv I I I - 27 1 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET 0 6 1 I I I - tO INCLUDING , BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. � HOLLAND ROAD � �- I (- 22 1 w I w I i I I I I _ _ - 26 G� �,� I II 0 20 M ,�. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING UJI o i >WW" i \ r 25 24 23�� • I 21 TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. � I J I I _ - TR. 22543 O �� ¢ N m I I D I '� a s 8. BLANK Ix I 1 - - I I m I I _. - - � TR. �2543-�6, M.t3. / I , I.> I � � SCOTT ROAD i I I I I - - - cn I v v 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH I I L I I I I I I I v �o o - - GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF o o 1 EXPANSIVE SOILS ARE ENCOUNTERED. VICINITY MAP ( N TS) U I I I COUNTY OF RIVERSIDE, CSA NO. 145 jj o 0 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING w W I I INST NO. 088785, REC. 3/12/90 0 o v PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT (NOT A PART) A RATE OF 0.05 AND 0.03 GALLONS PER SQUARE YARD, RESPECTIVELY. ASPHALTIC EMULSION N Z I I I o SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. QI I 11. BLANK � = I I i 0 l ( LEGEND 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NOS. 460 AND 499. (� U I I I (PLATANUS ACERIFOLIA, BAUHINIA PURPUREA OR UQUIDAMBAR STYRACIFLUA) U I I I INDICATES STREET LIGHTS 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. INDICATES STREET TREES U I I 14. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A I I I MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE Q I I INDEX-DRAINAGE MAP STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. cL- n I I 0 100 200 300 400 SEWER, WATER AND STREET LIGHT PLANS FOR THIS TRACT ARE ON FILE AT THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT: 15. ONLY LANDSCAPE CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARK- Lj hi% AND WATER PLANS - FILE NO. 909-VV ST LIGHT WAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES SCALE: 1 INCH - 100 FEET LANDSCAPE PLANS - FILE NO. 903-N. OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990. 60' 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN 3 ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS EXISTING IMPROVEMENTS SURROUNDINGS AND TO PROVIDE SAFE PASSAGE FOR THE TRAVELLING PUBLIC AND WORKERS UNTIL 3 THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 4' 6' 8' 12' 12' 8' 6' 4' 2' MIN 60' OVERLAY 17. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY o 0 0.10' SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES ARE 0 * 1 o o a MIN THK. 4' 6' 8' 12' 12' 8' 6' 4' IMPLIED OR INTENDED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. N + I• + + d X - o 1 0 18. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST �' LU OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS / 01 1.7% - 1i_ EXIST; - o N DEVELOPERS ARE REQUIRED To FILE A NOTICE OF INTENT (N01) WITH THE STATE WATER RESOURCES --I + Y. � + v Z �fa CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) -I - 1.7�0 AND MONITORING PLAN FOR THE SITE. OVERLAY DETAIL (NTS) BENCH MARK: RIVERSIDE COUNTY STANDARD NO. 104. O 1 2 M-16, RESET 1979, BRASS DISK TOP OF CONCRETE POST; LOCATED 53' SOUTH OF CHESTER MORRISON WAY NEWPORT RD; 108' WEST OF BRADLEY RD; CL 2 A.B. 0 6" C.F. VERSIDE COUNTY STANDARD NO. 104. T.I. 5 A.C. 25INE "D" AND LINE "E" STORM DRAINS, INCLUDING APPURTENANT AND 10' SOUTHWEST OF P #2065819 E. Q . . , . . , . . . . , . . (PRELIMINARY "R" VALUE = 59) SAWYER ROAD FACILITIES ARE SHOWN ON THE BRADLEY ROAD CHANNEL NNEL PLANS, ELEV. 1434.410, DAIS: 6/84. TWAIN DRIVE O T.I. 5.5, A.C. 0.25', CL. 2 A.B. 0.80', s" C.F. (PRELIMINARY "R" VALUE = 59) PROJECT N0. 4-0-0112, DRAWING N0. 4-648, APPROVED BY RCFC AND ARE NOT A PART OF THESE PLANS. CONSTRUCTION NOTES FROST COURT O2 T.I. 5.0 A.C. 0.25' CL. 2 A.B. 0.75' 6" C.F. (PRELIMINARY "R" VALUE = 59) LINE E , 48 RCP, AND LINE D , 18 RCP, IS EXISTING. 10 PLACE 0.25' A.C. OVER 0.80' CL. 2 A.B. WITH FOG SEAL COAT. " " " PLACE 0.25' A.C. OVER 0.75' CL. 2 A.B. WITH FOG SEAL COAT. CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIV. Co. STD. No. 200. QUANTITY ESTIMATE THE FOLLOWING SHALL BE CONSTRUCTED PER THE ABOVE PLANS CONSTRUCT CONCRETE CROSS GUTTER PER RIV. CO. STD. NO. 209. (W=10') CONSTRUCT CONCRETE SIDEWALK PER RIV. Co. STD. NOS. 400 & 401. 1. ROADWAY EXCAVATION ------- 1500 CY. THE FOLLOWING ITEMS, TO BE CONSTRUCTED PRIOR TO PRIOR TO COUNTY ACCEPTANCE OF THIS TRACT: CONSTRUCT HANDICAP RAMP PER RIV. CO. STD. NO. 403. 2. CL. 2 A.B. --------------- 1320 CY. ACCEPTANCE OF THE PROJECT BY THE COUNTY, ARE CONSTRUCT CONCRETE DRIVEWAYS PER RIV. CO. STD. 207, W=16'. 3. ASPHALT CONCRETE --------- 740 TON SHOWN ON THE BRADLEY ROAD CHANNEL PLANS. LATERALS AND CONNECTIONS TO LINE "E" WITHIN ® INSTALL STREET NAME SIGNS PER RIV. CO. STD. NO. 816. 4. PCC CROSS GUTTERS -------- 1672 SF. 16. 18" RCP, CL. IV. -------------- 42.80 LF. 1 . CATCH BASINS REMOVE EXISTING BARRICADE (RIV. CO. STD. N0. 810). 5. PCC SIDEWALK ------------ 11,352 SF. 17. CATCH BASIN No. 1, RCFC sTD c6100 - TRACT BOUNDARY. 6. CURB & GUTTER (TYPE A-6) --- 2064 LF. W=6.00', V=5.96' -------------- 1 EA. 10 SAWCUT EXISTING PAVEMENT 1 MIN., OVERLAY A.C. 2 MIN, TH.=0.10 , 7• PCC. DWY. APPR. W=16' (41 ---- 4059 SF. AND FEATHER To SMOOTHLY JOIN EXISTING PAVEMENT AS DIRECTED. W=6.00' V=5.38- -------------- 1 EA. SEE SHEET NOS. 4 6 AND 8 OF ABOVE PLANS. 11 INSTALL BARRICADE PER RIV. CO. STD. NO. 810. 8. HANDICAP RAMP ----------- 4 EA. > Underground Service Alert INSTALL R 1 (STOP SIGN) ON STREET NAME SIGN POST. 9. STREET LIGHTS ------------- 10 EA. 18. LOCAL DEPRESSION, RCFC STD LD201: EA. DETAILS FOR THE FOLLOWING ITEMS ARE SHOWN ON 10. UTILITY TRENCH ------------ 1566 LF. CASE C -------------------- 2 EA. RCFC PROJECT NO. 4-0-0112. 11. STREET TREES ------------ 41 EA. . Call: TOLL FREE CATCH BASIN N0. 1 PER RCFC STD C8100, W=6.00', V=5.96'. 12. STREET NAME SIGNS -------- 2 EA. 13. ASPHALTIC EMULSION -------- 2 TON 1 CATCH BASIN NO. 1 PER RCFC STD CB100, W=6.00', V=5.38'. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN 1 LATERAL "E-4", 30.83 LF. OF 24" RCP., CL. IV. 14• REMOVE EXISTING BARRICADE --- 2 EA. (�((� 1 '800 LATERAL "E-5", 11.97 LF. OF 24" RCP., CL. IV. 15• BARRICADE -------------- 36 LF. ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. 227-2600 LOCAL DEPRESSION NO. 2 PER RCFC STD LD201, CASE C. TWO WORKING DAYS BEFORE YOU DIG RECOMMENDED FOR SEAL TY SEAL APPROVED BY DATE 3- zz_5'9 APPROVAL X' JOHN SEXTON TRACT NO. 22543 SHEET NO. KHALED OTHMAN N CT. /00:'��FESSI� SEk F FORTRANSPORTA ON D T., RIVE IDE OLINTYCALIFORNIA1033 DRACE A COUNTY OF RIVERSIDE REDLANDS� CA. 92374 SCHEDULE A�. R /S.SMAN � �O Oy ?� R.C.E. NO. 33950 EXP. DATE 6/30/02 RCE 14358 909 / 792-4876 STREET IMPROVEMENT PLANS OF 4 SHTS. I6 M.y 1Z 117 F i PREPARED BY DATE 11/14/98 The private engineer signing these plans'is responsible for assuring the accuracy DATE i * Exp. 3 31 m * TITLE ITLE SHEET FILE NO. and acceptability of the design hereon.In the event of discrepancies arising after CHECKED BY F DATE BY MARK APPR. DATE f �� xr � '�'-✓ SCALE I" = 100'. BENCHMARK county approval or during construction,the private engineer shall be responsible � for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY , of CALIF N SEXTON FOR W.O. the county. DATE 14358 3/31/01 DATE SEE LEFT, THIS SHEET. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. EXP. DATE /5dbVV9 — - :- -- . - - - ._._ _.__ - - - - - .. - —.:.....— - } _ ...... — _ -- - - f }-...:. _...___ :.. - - - _ _.. TA.1+96.00 PVI 33.9 --- . - __.. . - _: _ _ - - - _._... t.=- 11 L 54.98 EX. - - '._ . ..___ ..._- .1 _ - __. _.... }} _ 1.__... zl— ...._. -_... -- -.- ._ _ __ ........ ..- ... - - -fi _. L. _..._ .....__ ._ ._ ...... - - .__. .. _ -. .... ._ ..._ _. _.... _-t- _......._ __. _..... .-. ..-_...._ - __. ... - _....- _ �..__ __ 1 -.. _- _ ._ ..._. _ _..... - - _. P V1. - - - - _ - - - - - _ - _ - - _ _. ART 100 C. - __ - - - -_ - - 1 �- _ - - - z CURB RETI RN -- - - - - -- -... _. ___ __ _ o STA.1+46.00, BVC >- to - - - . a BK. 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N0. 341604 ' 1 � I I I 0° ,N of� w M ONSTRUCT FUTURE rn CURB RETURNSEET TRACT 76� FUTURE STREET (W=29/1' 3/90 I a 1 i I I I I o0 � w ci t CROSS GUTTER, SPANDRELS v�` o. TRACT 28676 I w 1 Q II I n v Q 1* co AND SIDEWALK. BACKFILL �h I I } Q I I I ± N W Z to � WITH EARTH ONLY. oo�'I Q M 0• 4 I " 0 1 M - I N ~ o (n REMAINDER PCL 10 STA• 0+42.0 V) �* . I �/ 1 \\ STA. 90+57.50, ECR. PM 39/70-72 Tc. 3s_s3.111 F1,535�R• �� N89'42'32"W(TC. 32.08, FL.31.58) 3 � ,to TRACT BOUNDARY T- '.'.'.'.'.'.'.'.'.'.'.'. �. .'.'.'.'.'.'. .'.'. '.'...'.'.'.'.'. ..'.'.'.'.•.'. 3' .'.'.'.'.'...'........................ ...' .............................'.'.......'.'.' .'. . ., . . a t1 STA. 0+42.05, ECR. INDICATES STRUCTURAL SECTION o .M . . .6 TC. 35.63, FL. 35.13 . . . . . . . . . . . . . . . . . . . . . . . . . . — --7— 9;-7— — — -4 — — I — N 89 42 32 W �` o — . : .'.' � 41 .•.-.-.' - - - - - - - - - - - - - - - - - - - - - - - - - s � �_Icz' , �,, 2 2. CHESTER MORRISON WAY �_ - g �� \ F# ` ' c��x�`a F,G�1 NOTES + � T Q. . . . �, , 60, CONSTRUCTION 1 } 1 �( / \ \ \ ' S x. cam' G 1 PLACE 0.25' A.C. OVER 0.80* CL. 2 A.B. WITH FOG SEAL COAT. � 13 WIIII m 3Q N ,,/ \ �'� .gyp.•6`L�' G`1�� ' 4 CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIV. CO. STD. N0. 200. Z J M EN I FEE SCHOOL DISTRICT / ♦ \ \ CO GIs •�.�. G-9 =�N u) CONSTRUCT CONCRETE SIDEWALK PER RIV. CO. STD. NOS. 400 do 401. I O Q 11 I I o � \\ • • L� P' I - CONSTRUCT HANDICAP RAMP PER RIV. CO. STD. NO. 403. (N I V) I INST. N O. 106958 �, \\ \ ' . . ,�� _ � -W N CONSTRUCT CONCRETE DRIVEWAYS PER RIV. CO. STD. 207, W=16'. I O 1 0 Q II i I p . \ '.'. �� S ti3 i i w. 1 SAWCUT EXISTING PAVEMENT 1" MIN., OVERLAY A.C. 2' MIN, TH.=0.10', ® I r II I I REC. 4/17/87 \ \\ ZO � \ . .0 . 1��'Ltii / i �W o AND FEATHER TO SMOOTHLY JOIN EXISTING PAVEMENT AS DIRECTED. \ z w J 1 I � W / \\ \\ '� 0 tii -- � 2k00 0 - � 0 11 INSTALL BARRICADE PER RIV. CO. STD. 810. M z I (n g f� II I � � _ � \\ k Q ' 0 � a_ I o 0 0o II I I CURVE DATA \\ _ ,06 _ , _ a. 00 � O N N I Cro Or \\ \\ 0 `J'ro k � i 6' + } 1 00 + j� II I I N0. DELTA RADIUS LEN TAN L o;�, �� \\ o � � � `moo o to o cri m I ± o II I I 1 17°00'16' 300.00' 89.04' 44.85'1 . o0 \� \\ ��i�ti �o I � a o 1 II I I 2 63°05'38" 300.00' 330.36' 184.18 ; iT� 4 �� , \ �I /� �� 1 E E II I, I 3 22°28'58" 300.00' 117.72' 59.63' �'� py; \ 1 .k D w 38' Al `` 4 85°34'36" 300.00' 448.08' 277.69' S°N �` \` 1' �►��► sr �� 1 5 55*35'57" 320.00' 310.52' 168.71 ' M°�o �\ \� �3 \� \� �' . 0 '-8X 6 07029'41 " 300.00' 39.24' 19.65' c��s�RROP �� \\ ` `, \�P eo. � �sss°8 � D Underground Service Alert 7 18°00'51 " 300.00' 94.32' 47.55' k16$�0 SPA �� \\ 11 \�• ocs '� �� `� 0 6 82°30'19" 25.00' 36.00' 21 .93' SAP' �Nk00* \, \\ + �� r ' �<"0 sus N . Cali: TOLL FREE O c�'(P`' 1 1 0 11 I '� 2 .P 0 40 80 1 0 200 �I ii 'IIll 1 800 II I 1 N Wo he" - 111111111111111111111111111111111 1 "" 227-2600 'III EC.- 9+34.56 II I TWO WORKING DAYS BEFORE YOU DIG RECOMMENDED FOR SEAL COUNTY SEAL APP D BY DATE 3- z z - 9p TRACT NO. 22543 SHEET NO. APPROVAL _ -- pFESSIpy� JOHN SEXTON COUNTY OF RIVERSIDE 1 �J6 '' �`//�'jr,I Oj-\'� ��P� SE,r Fy FO RANSPORT 10 EPT, RIVERSIDECOUNTYCALIFORNIA AC NA CT. SCHEDULE "A" �� o'�' To KH OTHMA 1033 DR E 2 c K/SS7�J/9'�Y _� 7 z � R.C.E. NO. 33950 EXP. DATE 6/30/02 REDLANDS, CA. 92374 STREET IMPROVEMENT PLANS cox zm d No. 33950 M CK RCE 14358 909 / 792-4876 CHESTER tMORRISON WAY: OF SHTS. DATE I6 /V7J-)1z 99 * EXP. 6-30-02 * * Ex. 3/31/01 * PREPARED BY DATE 11/14/98 STA. 1+00.00 TO STA° 7+77.60 FILE NO. T,be private engineer signing these plans is responsible for assuring the accuracy LP and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY "x CfV ji. �� _al � �� SCALE BENCH MARK DATE BY MARK APPR. DATE 9 7 county approval or during construction,the private engineer shall be responsible F 0 CFO OF �1F for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE F CAL. HN SEXTON DATE SEE SHEET 1. FOR W.O. the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 14358 EXP. DATE 3/31/01 9/!5d&VV . _ r- t_ - - - - _ - __ - - -... _ .... - - - - - - -- _ - - } -� # r - - - -r - -.. - -- _._. ._ 1..._.._ _. - - __.... t _-_- - r _- - _�......... _ _. _. - - -.... • - - 4 - -- _.. - - -- -- - N -- _ - .. _._._. . -i- -- - -- ..._. _ - - . 7 - -1:_- t F_ _-_.. _ _ ...._. __.. ..___.. .. .... _.. _. ..... _-..R p _ I - - .._ ... .. _ ---- �V __ _ ._ _. 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I _ - - 1... _ -= r T...�% _ -: -� * .* N M N•N T _ -�_ •HQa - + + d cS NIN f `� 0 0 SCALE: � � � �T"-! ��" � � � -I - • ... ..._ --1-... a + I--:E- I - H OR' 1"=40' = -�� - i- , - - - - .. tn _ Qla 4„ _. a -_ VER. 1 - -_... _-,- ,-. ,�_ - _ - I - -_ - -r-.-.T_ �_._ .. ... _ .. L ! _ i i L ....._. � ._ T .. 0 1 2 3 4 5 ` ` r 1 8 INSTALL 3/W65 ON REMAINDER PCL 10 MARBELI E6(LIGHT) POLE. CURVE CUR � E DATA N89'42'32"VV 1250.95' PM 39/70-72 PAINT "SCHOOL" MARKING r- I N0. DELTA RADIUS LEN AN ' ' ' N 1 1 17000'16' 300.00' 89.04' 44.85' 41 .43 47.91 59.08 5s.35 4s.00 4s.00 49.4a 4s.00 46.0o 47.50 76.21 -�. 20, 116.79 r- o !-'I I cD 2 09954'06" 300.00' 51 .85' 25.99' N W Co WII1 3 26°54'22" 300.00' 140.88' -71 . ;6' -- z W w w w w W It P N ? � � ® 00 o 00 o 00 0 00 o °0 0 `J N It o�z � 4 110°26'18" 60.00' 115.65' 86.39' p N O N O N O N O N O t�0 U I! 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Z� • N o STA. 00 80.64 / CONSTRUCTION NOTES �ii O Z :� 40 to �3 �s k.� -n a ri 5 I O "� N PLACE 0.25' A.C. OVER 0.80" CL. 2 A.B. WITH FOG SEAL COAT. a 0 o 0 M + z 7 II BC CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIV. CO. STD. NO. 200. `\ \ o p' m w 3 9 3 4 'n 1 2p 20' ' -j P, 15 CONSTRUCT CONCRETE CROSS GUTTER PER RIV. CO. STD. NO. 209. (W=10') STA. 1+00 SAWYER RD.= rn�° a'. w 38 ,-5 CONSTRUCT CONCRETE SIDEWALK PER RIV. CO. STD. NOS. 400 & 401. 3 5 v TA. 7+19.76,• END KN, BK= ' STA. 8+16.14 CHESTER \ �' � �, 36 m STA. 8+11.63 AH. CONSTRUCT CONCRETE DRIVEWAYS PER RIV. CO. STD. 207, W=16 . MORRISON WAY `\ ® INSTALL STREET NAME SIGNS PER RIV. CO. STD. NO. 816. 1\ ,-, MATCHUNE, TWAIN DR., SEE SHT. 4. `` REMOVE EXISTING RIV. CO. STD. 810 BARRICADE. No. 810. V ..� TC. 31.73, FL. 31.23 1 R,SON WP543-6' SAWYER ROAD 1 ANDCUT FEATH R�TO SMOOTHLY JOIN NG PAVEMENT 1- I EXISTING NG PAVEMENT AS OVERLAY A.C. 2- DIRECTED. SCR MO .�R p,Cj 22 n CHE SN-T, 2, Z STORM DRAIN MAINTENANCE: DETAILS FOR THE FOLLOWING ITEMS ARE SHOWN ON SEE C 40 80 1 0 200 THE 48" STORM DRAIN IN TWAIN DR. SHALL BE MAINTAINED RCFC PROJECT NO. 4-0-0112. Underground Service Alert � o BY THE RIVERSIDE COUNTY FLOOD CONTROL CATCH BASIN N0. 1 PER RCFC STD C6100, W=6.00', V=5.96'. n � IIIIIIw% " 1 CATCH BASIN NO. 1 PER RCFC STD C8100, W=6.00', V=5.38'. • 0 -4 � THE 18 STORM DRAIN IN SAWYER RD. SHALL BE MAINTAINED 1 LATERAL "E-4", 30.83 U=. OF 24" RCP., CL. IV. . Call: TOLL FREE -I " BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. LATERAL "E-5", 11.97 LF. OF 24" RCP., CL. IV. N N LOCAL DEPRESSION NO. 2 PER RCFC STD LD201, CASE C. ((((� CP 1 -800 � W 227-2600 1 0) TWO WORKING DAYS BEFORE YOU DIG RECOMMENDED FOR SEAL COUNTY SEAL AP VED B DATE 3- 2 2 -9-9 TRACT NO. 22543 SHEET NO. APPROVAL r -Ff : JOHN SEXTON COUNTY OF RIVERSIDE ,. . U, QROFESSIpN �/�/ ,<� v�6 0�`�\��c y��p'r� SE* ,-,, K FED OTH T N DEPT, RIVERSIDE COUNTY CALIFORNIA 1033 DRACENA CT. SCHEDULE "A" 3 C. 1Z ) S�/YI,4/Y r� �_:. W R.C.E. NO. 33950 EXP. DATE 6/30/02 REDLANDS, CA. 92374 STREET IMPROVEMENT PLANS `D OF SHTS. c No. 33950 L`t RCE 14356 909 / 792-4876 SAWYER ROAD: STA. 2+59.24 TO STA. 7+19.76 4 ! 6 MA)z 9'y PREPARED BY DATE I I/14/98 ±d be private engineer signing these plans is responsible for assuring the accuracy DATE EXP. 6-30-02 I/ 'k Exp. 3 31 01 * FILE NO. and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY �� `r sr �r SCALE DATE BY MARK AP PR. DATE 9� etVl�- ��` �i BENCHMARK county approval or during construction,the private engineer shall be responsible F O 40- , CALit for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE F CAL\ OHN SEXTON SEE SHEET I. FOR W.O. the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 14358 EXP. 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I -- I——.....I-------a'----L'-- :" , - ._ -- --I__- ... __ - - LL'L-a La' - I I-- I-- I ___� ---'L...a...- .. -a....+�........�....- -L-1-- - -r1__ I +_ 4 � - r , 1 -i- I I : __ . .- =i::- . - _. - - -- - a : .---_... --- .......-_..., I i W� W + j 4- __r Lr_f. � r 1.... , ETE E�n I �� 1�) - --_E;;;�==r=-f-a aa .. - , �___- --.----- ----_ -=_�=_-f---==-- ` -- - : Ill . . .........- -_LL_=...��r.1--��=-.=�,=.....�r.=�.��=-=r��_=...J-__L� _.�L_ I—— ��== 1�1�� I -=�=_.... V ----I------r-- . A 11 ... - - .-- �� _r.�__'__----------,J_._.1=__- 11__ . TWAIN DRIVE � -_...--a A�l -- -- i ....177 r -1 ....� ..--. ...... I - .......'r. --...--..__...............,,� � J_... 'r........__f__.r.........J.- _. __= _..... - __ - =........ .- ........ , � __.. _ -- to . -... a.... I..............I... � -- --- _a- ' L ___ [ r.j. .__ r.......j___r.r......�._..._ L __L_ ___ - __ - -- __+_ 1 ___4 . __ � . . ... �----- � ----- ___ __ -__Ei=r_ I V)ii �.....aaa . ._ �=�== . =Ei�_-EZELE 1 i .. , r- ill., � _ � L EF SCALE: -= =�� 0! >.: : Iq . I.....E__ � L_L - - ......._-LL.....�......r.- aL+L a--a--L- rr ......... .......a L----I �--L ��L-�_777t7__..- - i at------"r-,,,� T--�-_I I � . in - ::._t_....7-__ __-_-_ ...-_r-r+ r r a-a.......- - r........ ..........a ..... - - __-=E_ rr- 1 ........------i .++ . +_- ..... =�' �= i . --- , . - -A -____.....--, - --.....A= I=...��..._ r...=j....� ........ .......... ....�... �.... - - __ -++--L - __- _--...---------....... _ aal__'._______L-------------------_.r.--_ - _........_..._._....._____f___ --, I . __ � - _. - _._. --:::T---:4--4 __ ______. _-------__...a a-- _. V_ - -�:.��..___j____ __ 4===�7=#____ ....____-- I _:�__7 ---r-f --f-..... .-...a.� ,'r ,, ,-r.......-+'- -'................�.............-j - I Lj 0) = _ - I�H , � �-- =4L-- - HOR: 1"=40P F4! z ! z I - L- -.- ....�....r __* __.- -----------_F_ _____rr , - ��===... -��=.�..........--- ____t ---T == ==Z=== ==.. �.....- - ...... �-�� =.......... --- - __.-= 4- 1-.__ a __--- r _-r r... r,,"_........___._.... - - ___ - ._ ___... ...... - ------- 4--:-= -'. . I __T_ I I I . .1.... .....-" L =++ rrrr_ - __...___= ...=I=- 4��,- �__r___�......__..... .........- -.- - =- ............�__.-..........-_..._................................r.- --=�-f_- - ..�..� -_�� I...I ----_______ +.... �....... ......-_L" � __..._________..... - - +I ! x cc, r- - - � -_____-.....-- ==1 . �................... - �__ . , ---1 -==F==:F=- 1==:3 I - VER: 1"=4" a ....- -I. Ill -- - aLLa._.... . r.r.. r �... -4-...L- L-L a'a .�--''+r...a-_.... .. ...r....... .....L...L-----------aL"' �...1. -... - -.....-_.....-.-+""-......... ,__ .-a- . - _=...a-""a---------a ",_ __ ==._.. __ - =......- '.-'--".r---------t_' -- i I....- _. -� --L'a =4==,j==t...-,- r,r- ..........................__ ....... ....a.......=-al��:..-. =.�..:�_==.. __ �::�===--=-_= ___ = . - L,L L r -=La La-aaaaa ...-a.----- _��11= ......r.....r...........r...r----------�...-_L+-�a... ...��. �.. .1__ ,-a....-aa a"'a�--+L a--",r_,,", =_.---===...:�....t_- _.....___..____....._._.._a............_'.._______..... - - I -- - . _. _ . j < --------a"-----'++- . _ - __ .......... ..........:1-_.....___ ...- ____T___ �= I ____---..-_... �___. __ . . .......... i 0 ---._* ...aLa ==�_ - aaa....... . ___ � =- _Z:..==_.._:_=- -- -9 I ====-_- 7_ -----___._ I 4 �. � ��T - _ - I . = I i I - - <! < : <�_ _ . " a' L' ==�_ -----.± .__ - ..--- "'"a........A.......a....L"...a... I I i ___.+..__ .......-...rr-+- '-------- ��= �MEEE� ......... -- � ___- .........__ i f� =---L.+.--] �f=====-..-.-... 'r, _� + - . __L�±L�__ . ----=:7-.- - . - _ 1' i L______ -, I _....-__- __�. ..... =:�== ---------------�.....I—.......- - I +$_�-1+-.a+_....................-'-'. a�L'L':'- ,L,rrr r -=-t...=.J�E I _�__:_.' __�i��__ _--4- -- t�_+,- -0 7-U) V) =��=- _V_. ._ _ _='f-=4=....�4. �.....�__L..... .... ...�'J:' -��-r� 'a La— _r_ - ______- � _=4_=- . ...... iff=_ 47 -t-*...� L _ _�_ .,- --_-La' LLi ..=.=.........-------I........-_.........-------- � L -1 5 6 7 8 9 10 0 1 2 4 , CURVE DATA TWAIN DRIVE . N 0. DELTA RADIUS LEN TAN SEE LEFT 6 0 x 1 90000,00, 25.00' ,39.27' 25.00' C, I ix 1(3]1201 !j 20' 1 C, (6 : 2 1 5000'38" 110.00' 28.82' 14.49' 00 V_ \\ I I 1� 1%11� 16 1 C4 WO Ill, : V )I I 1 0 0 C-4 �Ij 8(n FROST COURT < 3 21 0*01 '1 7 38.00' 139.29 141 .71 ' 30 3 W < n W to I I (A . � SEE RIGHT __4 (n (.j4 : i 11 W W ,32 33 0 c'4 0 __q Id . X . (do � 1M I �_ * 0U_P (P . (A iLiaz 29 Ill I b �j -a L11 + 1011 20' 1 20' 1 V u w y 0 11i . >: ; :- 0 . -- " 0) Cil - T K 0 . 00 00 � 06 (0 r-- 0 0 1 > :... + Ill i + i Ill 1-4 1 0<z 00 + :D . (115 1 -7 -I- n . . : i�: Uj Ill . AVM 04 C4 04 14- i I 11 F1 " I _j - 04 re) . ") ". I 01 LL1 . C.3� to in �3 ! (/)ii tei, w 4 Ca . "i I 0 :0, r\3 (A M _1l z . 9�(.) li. C." C49) I d d i z CC--) cf) 0 . CID 0 00 i# P0 0 i i En Ill I I 0 i -Il N) 0 ;0 0 (0 0 (A i i CTI ( : I.-* 0; L_- CA (A , . . -A -- + I : 0 -9-- .` 0 . - I -* STA. 6+87.24. BCR. I 11 I I 01 " 41t (D ;V i O -0, : M + + 21 5' 27.2.3 BA I w - I M:CID i . to TC. 32.19, FL. 31.69 *C _11ilb " �- p� : STA. 2+65.00, BCR -4 STA. 2+65.00, EC , '28.77, L 0 - 0 ol . w - I I TC. 32.51, FL. 32.01 TC. 32.51, FL. 32.01 . . i 47. 4L 7356,11 38.37' 40.00' 11 a (6 18 : P1. :� I <�_ --%_� .-I . 0 - % /,-i 0) .* (A 91 A;2 -- . 0 89.9 8 11 8i 7-Cn Cn ID M -1 G) C_ to - - 28 3 . I I W) . ../ I 0 c 0 --i . Q� 1 M -.1 i - 7- . - > = - LP- - - - 0 tn CA z . : �D 1_�_ -,)%*i-k`51- ...J1.1);> U3 -0 # 1+00 . 2+00 (D 4 3+f 0z . = (A � M Ln - - - - - _44-414 r_ - - - - (N - , I -4 3 C14 0 - - - - --!-= - - '1� - a. q11 . ;1D as! �__ - - - I T I - 3 . X + _� - ___; - - - - - - - 19 , 0 . " - - - - - , .I P > " I- - I - - -I- - 1 "��- - r N 89*44'41 0 T, I �9 . Z -0 .-I Xk C14 p 0 > 0 la� N0001 5'1 9"E _0 (14 02 'r -1(D �:- N : 0 \ - .A, I STA. 3+1 0.00 FROST CT.= -58 CA . n3 I I 10 \0/ 0, STA. 6+42.24 TWAIN DR. > : JI .::��_�__ I 1i - 0 LA a:4�j I Tsl _01T_ I I I __j p I . 111 - _�j I _. Ln 0 11 27 Lz= V *0 0 - N P >* C: ' : 4.6.00' 46.00 8 4-6.00' 4-6.00' 46.00' 46.00- V 4110 8 (0 38.37# 40.00,8 ). 0 1 0 " � 3,� A .56 V + , ;0 Z r< STA. 5+97. 4. ECR. CONSTRUCTION NOTES . I I b . . j' 0 -1h. . .2c 9 0 CA 101! 61r' L= 'I'• TC. 32.51, FL. 32.01 T_ V � * 00 w 0 1 : * . . � ___% 0 PLACE 0.25 A.C. OVER 0.80 CL 2 A.B. WITH FOG SEAL COAT. 22.30' 00 � ab __" ---A ---I ---I 00 0 Cq 11 20 . it N rQM LAPLACE 0.25' A.C. OVER 0.75" CL. 2 A.B. WITH FOG SEAL COAT. C4 C4M I C-) + (D 00 __j 0) (iiRB AND GUTTER PER RIV. CO. SM. NO. 200. 26 totnL) C4 IIi:�. � 0 0 a! I 0 CROSS GUTTER PER RIV. CO. SM. NO. 209. (W=10') I d N 0* �3 b Ill M U,i a! Lill I I .1ii. 0 SIDEWALK PER RIV. CO. SM. NOS. 400 & 401. W W CID 1: ,L3 � (6 0 to 0 �-33 CONSTRUCT HANDICAP RAMP PER RIV. CO. SM. NO. 403. 81 00 I Go- + . -- . o DRIVEWAYS PER RIV. CO. STD. 207, W=16'. + _j r- . W) , %56.0 .!, 3 -2 CA =) (4 23 22 N " - I ` 0 i ip INSTALL STREET NAME SIGNS PER RIV. CO. SM. NO. 816. I 9 2 1 $ REMOVE EXISTING BARRICADE (RIV. CO. SM. NO. 810). 0 . U) 00 TWAIN DRIVE � 25 24 "-' " p I z�! . . ...-- ?113 7i SAWCUT EXISTING PAVEMENT 1- MIN., OVERLAY A.C. 2' MIN, TH.=0.10", (n 14j TRACT 22543 11 . �1.9 AND FEATHER TO SMOOTHLY JOIN FXISTING PAVEMENT AS DIRECTED. ITRACT 22543 1 1 4�!) TRACT 22543-6 INSTALL RI ( STOP SIGN) ON STREET NAME SIGN POST. ___j TWAIN DRIVE BA INSTALL TRACT 22543-6 STA. 5+21.01, TR. BND. JOIN EX. PAV1l CURB, GUTTER AND SIDEWALK. I Underground Service Alert 0 4u 80 1 4u 20L TC. 33.06, FL 32.56. I FROST COURT SEE SHT. 4, TRACT 22543-6. . . 0i,111111111" I I = . , Call: TOLL FREE 1 -800 227-2600 TWO WORKING DAYS BEFORE YOU DIG - ___1111111111- - IIIIIIIIIIIIII--- RECOMMENDED FOR SEAL COUNTY SEAL AP ED B DATE 3 -2 2- 5`3! 1 SHEET NO. APPROVAL I I .1_1_��1:�7,)'/ 0, FESSI JOHN TRACT NO. 22543 1;_1__1 111� -- .I 9 SEXTON �,-, - cc� �) �,� ()�,�,�,, $ 0 1 DEPT.: RIVERSIDE CO COUNTY OF RIVERSIDE \,- IF TRANSP COUNTY CALIFORNIA $I it 4 A�l , ,�, - LED OT N I I 1�1 I 5i 0 i z 15-ri-17/57 �? z 7 0 R.C.E. NO.-33950 T� 66/30/02 REDLANDS, CA. 92374 SCHEDULE A CD .�r 2- rn w ig - - EXP. DATE - I - 1Aj M a: RCE I M 4 cc No. 33950 x OF SHTS. I I -; -a . .-r___�_ __... - . EA I F �. 4 U_ I F . - I - U, '* ,w ,: J.#L ! I L 4=2 -L= `0 ,, - + J��T * 1 (0 C " P, -- - ill X :A-_- . ) C k- iv RLI'2-9- 9 .- -;�-- - �7vf____.i V I - 1 4 f I 1 4. �__ - _0__�- I F_�I-,__U� t-- - i I I � =w__ k�; 14 I , �; I I - I ,00 `��__ tI 77T ---- ___ I i I "I - 10 - : ill, I w i. . DATE I & /�_7 J::)fz q 9 1 Ill 6-30-02 . * I 2ZLZOI PREPARED BY DATE 11/14/98 909 / 792-4876 STREET IMPROVEMENT PLANS The private engineer signing these plans is responsible for assuring the accuracy (PA � _ TWAIN DRIVE: STA. 5+21.01 TO STA. 8+11.63 FILE NO. y . I �J>, and acceptability of the design hereon.In the event of discrepancies arising after DATE I APPR. I DATE CHECKED By -1 lV11- , 1 90,4, 4��lll SCALE BENCHMARK FROST COURT. STA. 1+00.00 TO STA, 3+10.00 county approval or during construction,the private engineer shall be responsible REVISIONS �\�a 4-OF CALXf for determining an acceptable solution and revising the plans for approval by ENGINEER ---f COUNTY 0 CA- 1OHN SEXTON FOR W.O. the county. DESIGNED BY . DRAWN BY CHECKED BY - DATE -wx...W� . . R.C.E. No. 14358 EXP. DATE 3/31/01 _ I DATE SEE SHEE"S" I. I : 9/5-V V N�_wPORT _ ROA,o CREEK ROAD O Ay A TOPOGRAPHY: PICTORIAL SCIENCEGENAL NOTES L. AERIAL SURVEY, DATED 1987. ? Peek Rv. Q /R�i'vE L 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 33 W � W �'� m �i �►✓ vW AS AMENDED BY ORDINANCE 457. � ";!7wEWPo T ROAO� p �� -I 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1% IF SEE SHEET NO. 2 �I9 Vi CUT OR FILL IS LESS THAN 10' . 2% IF CUT OR FILL IS GREATER THAN w rh w R 0 // Q W `1 /GJ /D 40 /D /5 10' . DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CON- C Z (�l� Q J v STRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. ��.l_. •i:. I-'.'v�J�• �j:'% /' %`. __ `+ J �\ o p Q� ¢ 2D - 2O Q ` L ¢ O 3. MAXIMUM CUT AND FILL SLOPE = 2: 1 j/ 0lI0k0.5/QI100>•0.9 �I --� /5 ' i'S 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL J PAD 4.I 4_ `� V LEl/EL FILL SLOPES OVER 5' HIGH. 41 m 1_ R. 2 54 PRO J EC T /'j \+ 2 O y/�FT p LEVEL L/NE p 03 Q /• O' s? �� 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS c�N 2 3 4 5 6 7 8 9 10 11 12 S I� E N _ - /,7�%_ 17� Y /T ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED �� 13 L A P/E RA ROAO , AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' •° � %•�^ / DEEP. l o 5Aw yER - ROAO _ ��. � W � SIDE WALK' v / • . ° W ROUG/Y GRADE L/NE s/�w4 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN t!: I N "D" 34 O` 14 Q 0 J 4t Q CURB Ej' ro CURBFj' ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE 36 35 a!3 m GurTE�P C,UTTEIe BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE. ELEVATION CAI ` 2 5 C, 1 40 39 38 37 AND LOCATION OF CUT FILL SLOPES. Q! v/£JU •n' , 3. Q' - 48 15 TYPICAL STREET SECTION lY) Qloo 2 W S,'LVE •5 � o, � 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN `� o SAWYER RD, FROST CT� TWA//V DR, W/LLtSM/TN RD., ONE FOOT. /C �l �_ I I _ r, _�.�I v 3 29 30 31 32 33 , 17 o BL.UN1E CIR., /1/I/C/-/E/vE/P OR . CLE,4RX ST. SCNQx 8. ALL GRADING SHALL BE DONE I N CONFORMANCE WITH RECOMMENDATIONS OF THE w PARK JR. LAMD/rV AVE. TOL S ToY COUR7` F SOILS INVESTIGATION. TWO SETS OF THE FINAL COMPACTION REPORT SHALL t--i r-s t r.^t't r-�` ' c-�� ' t ' S y/W[ BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL • �_�_�_��i�_� v i r'.f. Y .�..,t-I�� )�_ � N¢ECT �NE3TER MORR/SON W.4Y(STA. /21�,3.0� - ST/A/7{:o¢.3/� y 4 28 W 18 VICINITY MAP Z .1 i INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT - - --- '7�'' Coo �� GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF NOT A PART ) 3 5 �,eosr oc%vr # J 19 (, NOT TO SCALE SOIL REPORT BY: LAJ 27 I , I� 20 /5 /O 0 �Q 9. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY ,c T 7 26 25 24 23Qo° �y 21 � � � � DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE • (o QO 2p AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO 225 3 J 0 /5 BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. TR. 225 3- 15 x x 16 PAD Q /2 8 I 10. CUT AND FILL (j) I TRACT BOuvOARY 10 1) 12 13 L�!/EL cn LEVEL L/NE EEC/S T. /MPRDYEMEiVT _ SLOPES EQUAL TO OR GREATER THAN 3' I N VERTICAL HEIGHT SHALL BE 9 Qt Ol»2 !z 17h. \, 2 O y" FT I oAR. ° PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION -- - I /25/ To45� AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE ot 001■ .3 Go18 - �-- APPROVAL OF FINAL INSPECTION. 0 Qio = 1.5 - - - - `.\ Q Q/oo = 2.3 w��GSM/TN --� ,QOcp �� 19 - - - - - .. I 1 1 . NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 38 Q - - - `[ 20 (Y /DEN/ALKJ ,I ( EX/ST 12. I F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL I S TO BE PLACED, I T _ 1 182 C.�; o-. ! 2 33 S \ \S/DEN/ALA' MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL f J ROUGf1 GR40E G//VE �) G CURB P C"CUR45 f/ SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS EN- SCHOOL PARK 39 37 36 35 34 32 `�: 21 GuTTE/e vUTTER (EX/ST.� G I NEER PRIOR TO PLACEMENT OF FILL MATERIAL. 40 ° '' 22' 1 3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF Lj °° * it CURVE DATA 31 Lo TYPICAL STREET SECTION PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD !Y_ w 0=89'36'18" 41 11 12y , («TD a� 23 (,') W CNESTER MOR/e/SON WaY<ST,o. /{73.GYM - STA. /2 f 43.0�) B I ESPROVIDED TO PREVENT POND I NG WATER AND DAMAGE TO ADJACENT PROPER- 10 J TR. 22543-5 T= 397.25' �� 42 ��4 / 30 24 �- L i - �0 CFORMERL Y /VEWM,4AI ST.PEET) 1 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. JOIN EX. 48" RCP. L=625.58' � i I I S� 43 -b i 13 w FUTUIPE' , < S lL y 15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO G R/yl/ FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES -I 44 29 AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING N8 '4 27 98ScNcgg�p L � 8 14 400� S PROPERTIES DURING GRADING OPERATIONS. ;i 45 4�• I r oq 28 27 J�� (� �G' f, TIP. BiVOR1' 16. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH 3 i t ( t 7 ; N 15 TR. 2 543-6 26 cr W /2 ¢ �2 (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND Qa'2 2 32 \ L o T 2 5 TR 1.10 • 22543 TF_ I.1D, 22543-1, SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL ,3 2 cB 30 33 3 6 (�It>D - ! 17 18 19 20 21 I 6 _6 / 20 2 ' 32 �o ' �/ ! 17. AEREG I STERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SU 3 BMIT rB 2Q 5 16 22 O 12,' 2' CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS 3 4 4 y - , ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SUR- V I . I `� �/ 45l ih PAD LEl/EL FACE I S REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND 4 28 3J �� M/CN ER OR/✓E 3 Q h - 23 �` y a ?/ 2.00 0� 2� SHALL BE GIVEN. - - �� 1i1' 18. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE m \p /\`y Z 27 �i, 51 39 38 h 24 U) N y -p. -, PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES d. , _ W W E.r/ST GeGr/ND -t ` n \ ^ t11 I' _ _1______ OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 6 26 37 JJ 5� 50 zi 40 37 25 �L N'�� nr 1 PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS .25 0 � Q FUT __ SHALL BE PLANTED 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS ' 4g (�` 41 36 O ROuGN GR40E L/NE 15' ON CENTERS. SLOPES OVER 4' I N VERTICAL HEIGHT SHALL HAVE PER- - 8 24 } Z 5/OEW,4L/C \ s/oEGv4L,� 23 22 21 54 1 26 z FUT. B CURB 8 CUPB MANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P. <f L- 9 hq0 I , 55 48 42 35 X 27 4 � G•urT�ie �' GUTTER C. , CHAPTER 10.R. 19. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT --� E W f- CONCRETE DRAINAGE SECTIONS LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. p IS 47 � '}3 34 w 28 cY ,- , TYPICAL STREET SECTION 10 �� x 56 U ;� a � W AT EAST TRACT BOUNDARY L,4 P/Eo/eA ROAD 20. "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE �� PERMITTED." LAT, G_ 14 57 44 33 29 0_ R K _F I 1 12 13 16 17 18 19 20 46 45 CL ' V) 21 . ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED I N THE FIELD PRIOR 56 32 % 30 �pv I' 2' 0.5' ( TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. TR. 2 543-5 cr3 T '. 2 43-4 3 lA l9 O tilq ,,1 6 j k 47 N89'S3'46'E GA 629.77' P/Eo�eo ,ecAo W 0 Se0 22, ALL C�12AD1NcT 15HALL 5E T01.1E IN C0fJF0P_N ANJ� WI-rH �ZEe�t-mmF iC7,ATSc,,,)t) �' a�o0� q�\' * OF THE PKEL1M1k1AIZy It_� 1,.1 VE�Tt HTt®1`I� BY AIL T��F•d We< ��01 �'� 4w � 3.y Q� � 0^-re® gt=t--r t td%87 . TAO iE>T-6 OF TtiF- F14Atr �MP�-T16,4 10 `o0 '� FUT LAT, c-6 TR. 22543-4 - r .° s I EX. GND. 1 ¢ I JOIN EX. 42 RCP. 21,00 SB Dc LINE C y d• SHALL. 5E �L15MITTE-P TD T'N�. 13LtILDIW66 AND t)h\FET--/ C7.EPAI�T7✓1EEfj r / 1Q ` ,,., ' ' WKICH SHALL IWC LLLIDE t'O1.KIPA.TIO1�1 l?E�P�h1 t�E�Q(v11�/11 ;.➢17AT1U�.1�� V L9 'I r• �o`' AfIp cERTIFt�.ATtO!J THAT GRAD11�Cj HA5 FBI=1.1 oDI,IE 11.( 'MiFoI�IvIAc. rc9p_ 0 ° p`° L9 �,3. TRACT _ NO. 2254_3_-1 �0 �FuT. L&ZIF, C-7 1(�!(Tf-4 rNE R��oMMEaDATi®4� O� TH€ Pr��Llr�► Ja�� t�� r�T. a L9 �� GUTTER SECTION A INDEX MAP SCALE: 1- = 150' 0.5' 2.5' 0.5' 0.5' ) - 0 150 30o soo ENG 1 NEER' S NOTICE TO CONTRACTORS ; 38 I3 PRIVATE AND PUBLIC UTILITIES, IF SHOWN, REFLECT AVAILABLE RECORD DATA. ` y-` ,g *� . GND. I THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AFFECTING EX THIS WORK AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO I% MIN. - 0• 6,: �OLJ6114 G-+IKA►I7E STARTING CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL UNCOVER PAD ALL EXISTING UTILITY LINES AFFECTING THIS WORK AND THE PRIVATE ENGINEER L E GE N D _ = r I pAo LJt=�/�L SHALL VERIFY THE JOIN ELEVATION OF THE EXISTING SEWER WHEN MAKING CONNECTIONS. o/435 s \ \ *' NOTICE TO CONTRACTORS: EXISTING CONTOURS `° 1 S ALL CONTRACTORS AND SUBCONTRACTORS P EX. G�VD. ERFORMING WORK SHOWN OR RELATED TO TC TOP O F CURB ;° SE CT ON D THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CON / FLOW LINE TyP lCA L RSA I2�(/�121� � �M CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY W I TH THE "OCCUPATIONAL SAFTEY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND - _ 1- PROP SLOPES ( 2 - 1 UNLESS SHOWN) 0=5.6 CFS OI`I TOP OF SLUM WITH TTHE STATE ON SOFECALIFORNIA TY DEPARTMENT OF INDUSTRIAL RELATIONS 33 LOT NUMBER �* TR. 22543-4: INTERIM GRADING AT BACK OF 'LOTS 7-10. CHANNEL SECTION THE CONSTRUCTION ENGINEER AND CJUAI/Y �F RlV�2S/G SHALL NOT BE --v- DRAINAGE F L.O W RESPONSIBLE I N ANY WAY FOR CONTRACTOR'S AND SUBCONTRACTOR' S COMPLIANCE VERT. & BOTTOM SLAB STEEL: NO. 3 BARS AT 40" ON C/L. WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DAYLIGHT LINE HOR IZ. STEEL: NO. 4 BARS AT 24". _ DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF 440.D PAD ELEVATION Q NOTE 1rVHEN "H"=2.5', ADD NO. 4 BAR AT H/2. �� INDUSTRIAL RELATIONS •'CONSTRUCTION SAFETY ORDERS'•. 3 IMPORT 2400 CY. FROM GENERATED CONSTRUCTION WHEN "H"*6", NO HORIZ BAR IS REQUIRED IN STEM. I I STORM L REIN SCHEDI)LE: STORM vr�AIN OESiGN 1S PER RGFC 'kCJE✓T N`). CONTRACTOR FURTHER SHALL ASSUME SOLE AND COMPLETE RESPONS I B:L I TY MATERIALS IN PAR. 2 P.M. 28315. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION O�= THIS 38.4 INDICATES FINAL GR. I 4- 0--114, NORM DRAINS �►NE "B", LINE "C", LINE »G" A,ND MISC. LAI-ERALL. PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS TPACT NO. 22543--5: TRACT NO. 22543-4: TRACT NO. 22543-6• TRACT N10. 22543• H=2.0' INDICATES "H" OF CHANNEL. "H" ON EAST SIDE SHALL BE FIELD ADJUSTED• t I FXISTi G L!NFS ARE LINE " " N LA PIEDRA ROAD AND THE FORT)ON OF LINE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL TO ACCOMMODATE OFF SITE DRAINAGE ENTERING THE CHANNEL. "B" CRCISSI�JG BRAT LcY ROAD TO NEAR THE B✓Ft OF SCHOOL PARk LI�1'/E. WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND VJT - 18, 618 CY. CUT = 9800 CY. CUT = 3090 L,Y. I CUT = 1710 i,Y• +► SLOPE VARIES* 2:1 MAX. HOLD THE OWNER, ENGINEER, AND THE C040 0, RtJ -RS!D HART1LESS 1 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE F ILI - 898n (,Y. !I = 17.146 L Y. FILL = 89RO �.Y. r Ia ( = 17.060 GY. Sdi l r s GIB 12. OwtJr-rL DEVF-LOPER: TRACT NU. 22b%43-5: REMAINDER OF LINE "B", CAT"IH BASINS ANII LATf�RALS. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING IMPORT =72400 CY. 4 , I ( ATCH BASIN AND LATERAL TO LINE "C" LOCATED AT SCHOOL PARK DR. BCR. ! FROM THE SOLE NEGLIGENCE OF THE OWNER, ENGINEER, OR THE cojljTy Of fc�1,KNILE-, =)11tj �,,. i �,w,►-�,;F f- a3, CY. I ►MPOPT-16,: 70 CY. THOMAS PEGG i RIJER 1p . _ - --� 28270 MARCALOPE LANE, ., �,,,,� T- „ » � TS:ACI ti� t. 22:�43-5 UISF'D:,r�►L ;1 ��:;: ' SOIL TicP? )NC. 28270 M RC 92584 3-3t'93 TFALT N ). �4 4: O.b. IN 6�_IJME CIRCLE AND: _INE E TO GUT_ET. MENIFEXPORT 1301 Cf. TO SITE PER GhAu0f ►-1_A,J, �Ak 2. P.M. 28315, LOCATED AT IH` SOUTHEAST CORNER I 41 CoO-7 1=k1TEgpp.ISF_ CIRCLE �• � OF WINTEF Ft^ r PD. AND NEWPORT '��.• I ';,1-',;;L' Of 'v=MAINING, APPROXIMATELY ',800 CY. IN STOCKPILE I Tt✓ME.cuf_A GA. '123`JO ` TPACT N ). 2%41-F: LATCH dA`' NS ARIL' LAR'_ ALS LOCATED " TRACT. TPACT NO. 22,J43-4 AS SHOWN ON 1,�EtT 4, .,EF;H •- 4' -r;'-.) i t TELE: 909/672-1465 I ' _ ►.E+GAL OFJ:R'"]�;I: f�4 S .l Nt t L( 1 11 1=EEI 7 THE •%EMAINuER OF PARLEL 1.., r''-A 8706, KE,,ORDEJ iN + I'g.C714, 676- S74.5 TPAr N a. '.7-41: �.b.�, LATERAt- , ANL _INE "L" TO LCNf IF;,T WITH LINE BOOK OF PARC L MAr i 39, PAGES 77 THROI11H d2, IN L'IS'\/E, AS SHOWN ON ?RA•:' 2254.',-5, RE .ORDEU III MAP B(%Ok 2- , r,'- .F;, 22 THROUGH .24, `P :L+I,'.0'_, c::4.EF flNG THEREFROM THL wrSTERLY 4s FEFT. l REVISIONS: PREPARED BY : MADOLE AND ASSOCIATES. INC . APPR DATE ` CIVIL ENE;I NEERS RIVERSIDE COUNTY CALL, °UKJD.F_ C4ROUND SERVICZ ALERT �l U5A @ �ti �aoF�ss!°� i?A1E: 1D/2�3/`96. _� J. M. MADOLE SURVEYORS LAND PLANNERS �� '"� ,- C JS 5/I/9 DATE:.' REGISTERED CIVIL ENGINEER NO. 14814 1820 E . 16th STREET [714I 835-2548 PLAN 1 C •-� r �F ��;,• 4 R€V GRADING, ADD GUTTER a CHANNEL SECTION A 227-2600 QT LF-AST 45�+ H40L.JRS P2[O� �I�j® 0"d' m�, 3 ADDED IBM QUANTITY, TOPO SOURCE, SEC. "M"; REV. SEC. "D" JS 12/17/ SANTA ANA. CA. 92701 TR. 22543-4 TR. 2543- z. � �-�� PPROVED BY: ' ' .�- 2 ADD STORM DRAIN CONSTRUCTION`9OHEDULE JS Io/28/ sA SCALE : BENCH MARK : 2 OF 4 SHEET, -� * , ^ �-+� •-gyp P .� TR. 22543-6 & TR. �2543 O C01Y 1 !�lF_N C 1NGI L OM5 I rC LJCT I ON . *�\ +01 ram"'''" �',L=Z �-s� '' +°�', M-16. RESET 1 NEW RIV. CO. LOCATED ` I ADD DISPOSAL SITES & LEGAL DESCRIPTION JS l0/28/ s /�S SHOWN TITLE SHEET FILE N0. ' •e= " "• -' 25' SOUTH OF NEWPORT ROAD AND 25' &4 1^I-i F:T?N, kC%E ,4j 3 =- REV TO SHOW TR. UNITS, W/LOT NOS. & QUANTITIES REGISTERED CIVIL ENGINEER N0. EAST OF BRADL_EY ROAD. SEC, 3 T65. Ras '.5»3 ` JS 10/28/ s FOR TFAt3�_)2TATld�1 Pr:pAf;M-,M DATE ELEV. 1434. 15, DATE: 6/84 W 0 • FOR OI DATE: OCT 9 F . B . -- - DES I GNED BY: RC DRAWN BY: [,L.P CHECKED BY: -4:GC .IR I VERS I DE COUNTY CA. TITLE SHEET GRADING PLAN - 28[0,230] PF: 22543 954 15-Oct-9' 94:4r-I PM / 52771306-1 N()P 0 G R A C` ORIAL Sl- 'ENE E AL NOTES #4`�-�AEIRIAL SURVEY, DA'TED `987. NC F P' T 0 T HE I L I T\4(_ FN c� A.Ll GRA S HIA CHAPTER-Y CRDINAlNICE 457. S AMEEN-DED A�11,T N T li U f,i 0 E. E, ------ ANE DRA!N�,GE SAL S L kALL BE 1 10' 2% lF CLJ� OF IS S F -L REATER` AND BE S E"jr- I4 4 t�,E F fL 5 I2'1,2,., T b GIR A UNDER OF A COMPE'E14T A` AL' I-IAS 13EEN PROPEPLY 1 F�r E� SHA-L OEi'7 SUBM T A F"NAL TC)N F CIR A L F 1 L 3 C R L DEEP. "mcogM A, G R E D E NEI R S H AL L_ j'� 7;-I D�N� tl,N,D SA� ETY I`EN �CF' ',PTCAI'ION OF It Ak 4 PLAN -0 ISSUANCE- OF THE LDING PER�ITI. �4 -11AI L N E E V,4 N 1 Of C 5 CERTFICAT -�D OCA 7'ON OF CUT F I SLOPES A V J7) P 0 P,T i4 1 L R E R,,-:-0 L; P;--'L) FOR ALL GREA7 THA�IA L C OM P A 1 0 N 2 29 3 A 7 A,.-:,- GRADING SHALL DONE IN CUN'FOR�I,NNCE WITH S I; S N VE S I A 11 0 N K A r '�, IA, !-�' .' (-,/- , � - -,I w 11 I'-7 L c r 4 B"ll ��ING AND SAFE-'Y DEPAPMEl' 7 _)E A, i ONS AN;*) CER F )N 4 Z It C L i_j,'- rESIGN 4 r,; A D 1 HAS BEEN 7� E IRFCOrjr�' 1,T A PAR rEPOR,:, BY: I27 N R AC p SHALL N(_: �7Y -HE 1-:)TR T NG A�A R T M.E N AT LEAST' 24 N,SH L.0-1 CPADc- j 'PECTl V D 26 4 -`ND OIN �IL;� T TH 5 P: T BE A�E-P,r-I _'E zIT FINAL, FO,R EAM LC R, 12 2 5 43 ---------- A! E A UAl- R �"_-'REA-ER N VE AL G H T ANTED WITH �'71RASS (�R UND �:OV__� T F R CT _'HE 51-OPE N[I T----- -- NSTABT, T N_'E ,AO t' flp, C,�� TF� TijE A F P V A F 0,J -t.f - , E X INO F HAL__ B A't ON E B R OTHE-P, R F C F.S 'W ST P SLOP NO A IL -)ANCI BE Us 1' E.D N R SO F NA ri F iPPOR7 . P R F P A R,A ON S'HA' 1 - 0-t.S A V 2 'T IF_/77' T NEER. 2R C7, "O P;A� 2 R I N R,'OUGH OPF �'AT AND' P 0-UR- �IP` DRAINACE SHOULD "URVE DATA IS ud R- 4 WN-1 AD z R= 400�00' 44, TIES, IT= 397.25' 4 -E R A P;��7, )E D E 5 1 4 EX. 4 13 8 T NAf_ !E '11 Ot -lAi T' :f-'TllV;- lj'� P7 5 F 1 C ESPE, -i-Y DU7�T N('Ai-L. EX'�, 44 TE NA,E IOVISIONS 'l 1, BF D PRI. TEi 7�2 NE9 4c ),_"T_ _R 1 / 4i L I I ( 6 I . i I I 1 N G G, OlPf T N 45 LLJ I------------ At A F A C 7 0, A N I ENT�l I 'I 53 SHALL BE 51�H �7 IT�,LL IEP 9'y A S 0 L A T AN0 F T VER7 ICA,I I NIENT or. I'Lj7-42 1 GIL Io 3 TERED VD _R OR�7 L A R F G T f'F t,4 _R SHALL�r R7 1 FF I A T T G NI 0 F 1-1 1 D G A D E E� C. P7 V A 21 X HE ELFVA['TON l.'ITLi ES�-_A A Q. R E L j IG 1 v,N A�, ELE ,�Tl()N TH Ril_-_'SPEC7,'4 ACENT ED� TL E IIABOV� i'HE iH A L BE GIVEN. i t9 ER 0 S 0 N', 0 N T R 0 L A L L G R A D D F`E SHA BE A N ,rH PLANT A 12" ON CENTERS OR ANOTHER APPRVEP, 0 r,1 .W IOVER, 1 5' HIE'GHT, N A�,'( 1----------- 4 IIPLANTED APPRC3VED TREES, SHRU r B NA------ ON H A' BE P1 AN'ED 25 ^4 i 4 9 m SHA' L AVE PEI`ES H BACKFI V I CHAP[ER I4 22 IA 19� F�"N T SH GRADE SH'Al BF A M OF I7" 5 S P'A !itp DO R RA, R 0"`N- F I 'LA 20. R> P E R�M,L I`4 I4T .4,12 _RT A' L BE CL`-ARLY DEL I rD Ei. f PR OR 21 . A L PROFE CORNER 5� J AN "NE 1, GRAD IN.',---IY r'0'k TQ. 2Z54Z r- t 4 2.Z, 4,-4-489'53'46"E 629.2 L------- TPE- prep—ID i".'X. L r-�A 5 H tQ C_�L,�,!Cl Zt t:�_ L109, I LY� 1 1-H -rqk—, >r IIiZ I2 4 3 % I 'Ile o* 0 jl�j TT INDEX NAP SCALE: I 50' o p 50- 0 0 $' I�'P VAl AND PUBLIC E S S H 01*IA`/AlLABLE r BE R -PON,3T I . - t, ALL .'7 r7- r r E NTRACTR SHAL�_ HE_r' FUi I ION H ES P L 1 N 1 M- FOR ANy DA' A t-:t E R IT T'ON OF r" UCli -NTRACTOR I1 T 7 I I N -9. A N D E ALL Ilo N L E V,�7 U F, N G E W E R,ND LEG CuONNEC IONS. CI 7S: -RACTORS AN' Sl UR RELATED)p GND� To -A...... TFcE. PLANS SHAL ��ON[)!ICT F'E AT 1 0 ARF I SE LACE �itO lN INTRACTRS SHAL COMPLY HE L T A' E r, SAF-EY A,N D L H Rk E 1")U L A T 9 N 5 F H E 0 F C A L I F 0 R A E P A F F A Of SAFETY ORDERS". N U M B E R G R A D IN G AT C C K OF LOT S 7-10. P A N,,-,�I G E A,,,4 N E E C.I 0 N IN �,N` iWAY FO��ONAL SAF-,,.: r AND, IIL 7'D, YL ; � 1'. - .: I -FA R' .- I - ��ARTMENT LAFOR OR THE ��T,�TE 0 AL 4 7 Mici Al r)L�c�'TR Al RE; i, N!:,A T 4 D NOTE 0 A D D �7/3 -JE,I M P 0 R T 2 4 0 0 Y i:R 0 M E N E R A'F E I0 N VV HE N Hej'R,--,' SHAi-L ASSU-E SC �3 p DESIGN MA-TEERIALS lN FA FOR OB 1 E CONDITIONS DURING THE COURSE* N S3 R, 2, P-M. 283i5 4L IrFINA' N ILA I , SAFETY OF ALL A N LINE "D"' A IN D,b K Ar T 2 2 4: TRAr T �4r L L ,"H OF' 14" SkD'I 'H SHAI APPLY Y H__F AR E' ' I A FIEDRA ROAD ANF� E R 0' OF T TO ACCOMMODATE UF%F S�'rE 14 0 R t�1,N G HOURS; THAT THE SHALL D;:FEPID,C'A NEAR THE KR OF FWRK Olfil* 'E. '�LD _NGINEER, AND _H�4 8, ��a I i- T ,N i-'F ANi' T gcj'O 0 IY� S(_�:,PE VARIES* AX A T H LE OWNER, F AN A, j ALL LIABILITY, A,,:,;:-GF D, 1�_'CRFOR! ANCE 'WOF�K ON' 1 5 PROJ�C_ f�EP F' Ff T� A R. LNG A LA T H 2400 CY OLE OF THF 7"IdNER, ENGIhEt-7R, �4 -;-HL-'WPOR R, t-�L'M. TE 5, I EGL_I G,E[qCF 'T RASW L.ATF,RA�?.. E, PARK 1*3 f-P 0 Fv— 83 J_--- 741�; C P E C,'M A L F�"I 7 I2 Nj _op' ANL Zf� 7�ACI N 43-5 Iriii INE TO (,;UT,,.E- IP.M. 28-3115, LOCA r� A'_XPORT 130 T,",l P E R TE_ 0 I'-'I% IN E L.OF 'WINTEF H,4fl� A.;qD NFAT-ORT ICa_A iK A AS SHOW �m 4 2 IF TE NuER OF P Y PAR As SHOO- �`N 8 )Iri, G S, PAG'ES THRlu 2' ICHROU-rl 24, T NL V S i()N` A T E cS CI---------- ....... 1; EN�- NEEPS Al S Ir ----------- r:,,e 25 4 6 V EET 'RAD ' P` AN F- V?-T- PLAN p E V J.4A ADD L 027C i T 2 27 2 0 0 TR,, 22543-4 ,e C H Rl-,ITR, 22547)-t','3l eiv Lj c 4 I7 A A'RED S'�H 0 W 7 "Tc I A I�T ��c"/ /�_;� �',,E G 'S T F TT fi-ICT� Nf�ENE I0 IA 4 3-1 1 A C I 10 -4 F:11 y DRAW lvvl 'J �►� �. .a 2 RCFC 20' DRAINAGE EASEMENT ( °a I' •� a 16 PARKWAY ; 0- �o = z = v •m 91DE I_IG TRAA151no N -- ! a EX. .. " I TOP OF WALL Q U al S��pF w , _ GND• '.• ( QT DEPTH OF FLOW 1/4"/f7 < -/Ilopra. sr.oPE,as sHcwN SECT I ON m � � I � � •;• �. TRACT 22543-C: LOTS 16 - 23 w 10 10 d TRACT 22543: LOTS 12 - 21 N o� G �c 0(100)=56 CFS LINE "E" 0 o �p(' � �� S�GT I DN a N89-42'32"W + h Q ; 5=0.005 48 RCP. TOP OF WALE TRANSIT � -+- -�-- � Q > � d1n1=' I.33 le"Or N 50.00 ALA 3 Q n:0.025�"pio �`��2N SECTIONBato �� , 0GRADED DITCH EMERG CY OVERFLOW �A�L1�,rl-r F1�� on'9 42 32 W 1250 95 � C-i261 0 - - . - R _ _ :. - ' 'z R.� 47.91' q R 59.08' � 37Y 56.35 . ti � 46.00 77 46.00 � ' (D R .44.00 �� 46.00 • 1 • � .I TR. 22543 1k a�41.43�1b 9 ��. �2 ��9 �°� 64s:4e I ` 93 47.30 �33 7s.21' c 11s.7, ,�. o y a 1 a► �R �- o �(� 6 �. . I % - k�/ k� � N zI k�°/oo'v��' I, �c =433.�'9�IV N 89°42'32-u 38s.48'- - I I - CHESTER- -_ _ (ED 1 ju 1 00 q � �2+0 4A �' W 0 3+00 `�'� 'T 4+00 0 + � ` G� • lk 1 I I °o 5 00 4.57.B 4- 37% 3� �2' �,.°� i k3� N1�3kIG 3�' 'o so I 3a� � •4 3B / �38 2 438.2 4 37•9 j �36.�o I 4 3.4.9 ¢3�. I �33 .�1 �33,9 1,!1- �► •433.9 _. 41 ,�,�1 ,❑ 7G 8*0o77:7 O \O stj J <g� N o $ b o I 0 " 8 1 11 ' I ,I C6 O 12 I`^�" ® fi r. .�/w I o� �43y.5 y % °D 3 4 _ 2. a - - 1'' 1 e c 3 . z x X NG N,�/ --x ❑ \ �435'I aa\ ..., I 2 a 11 EX/3T G CN.a/ / JI x OO o J S° ` a_ � lI ' _- �" 41 F /VCE Q J Q 520 3''s ` 8.3- 33 23 /� W � E ,, � � � C� I Q � 3 \ d-I , f0' L=-2.40. 1 1�� • N L•43.00 46.00 46.00 46.48' 4&.00 17.8� a � ail P L-43 54 _ G � R \ 1 � cn , 1. 3 Q oo .9 F �3� •� w M (� �g C� (�� ? 'h �G �' oy o y . 6'• } M ►� W RB / I o '►� G a ��' G I ,' r) z4 c �3 A ti' ► ' l� N Dc ( Iop I �i k g �' k 1 �, oB A� '� I "� ��. 393/. W � SAWYERS 8 O I OAD0.35 ; LINE D c� ��• N VC � _ N 99 42'32" � -� -_ _-�-_ - - _ � � �; 7i113 ° A "_�=�' p + _ A�91 7c�j-43G.7 TO o_VC=�, 7, 7Z l- 32. I x _ s - W W W o �'� °° T �Q N I (� 1 ��% I� 4 + � y� s.e •3 ` , N� � � z C /97e 29- c ez5� a�G �.�Im �' 31D' G T��' 4.79�' �c� �c`�c��q 1� �sss o0 6 "� Y .°1 O - k. - c 4e 9 714is PRajEL-� o� �, ,� 3- _�. �E s�''°., w b 'T5 �j. (� p tp Oy 0 , • L a (( y 46.00 46.00 50.00 -50.00 C 46.00 29.95 •\• �!6 2D WIDE DRA I h1AC�1- IE�S�f�E-i�T _ o � d- ^� \ M 1 3 c 1'� K� a D RCFG1� r �UIJfJ/� Q \ - 0i 4 - STA 8+16.84 CHESTER MORRISON WAY � 1°0 6 2 �3S o3 �` � � �. � I o��% � =' F-'+ + M1 °w.,' i � �� 2' 2 __-- OD STA 1+00.00 SAWYER ROAD �h \ 04� ,� a .� 1s ,� h i Vc ��. aC a a / Co <o APP90-X FI_1TLIRE �� -o � ri � o 0 0 0 I o o �' � ¢�� co N 105.95' FA E.LrzVA'P10ti( � ,p � � '` � 40 0 3'� � 3S � 37 � 0 35 0 3 � �� a��I 13�� ; � � `, Ro�N Q�D� I I ► cu pi4D :LEYAT 01� u I 1° \ r �� I 0 c 6 I 1 �� I_n��l �1Pa 1�+1 �,o' �1 ��o°° ti o 4 38.2 -¢ 38.2 37 •¢310.3 G 3 ,0 3. I I -C3111 5 to a. `o _ - N //fin? �� °` � ' R I + T � � a �><15T• �i2 Q �. Q 0 y 110.00 � o A''/47.75'- - - 46_00 4�.oo 50.00 1 0 o o TEM Rb ��r�'�19 0 �' a m 1j 124-2 _T = J� -=65.55 - 25 46.00 55.00 I� , o I g , RAt2Y �L�PE �. . a 2 Q > .r � �1. �?� III , +� PIT EME12�1=h1c�/ oveRFLt� ICJ �' .=+ �� j S• .� k�j q sr k/ 1 -- I 16 �(. LL; Hw�cYs. Q1o0= 56 cfs CIS II co �'; �' 2�i1 20, ¢ -> S; O.46% do= 1.5 �� O 101.00' .4.54.8 -� 43¢.7 '�✓ 5 '¢34 '¢3¢3 I _ G •� q3 C F 110.00 <! 1- Q 0 2 30 n I 32 0 0 (� • o ss � W ICI - I L� Q 3 �o• O 9 33 o ? /5 17 m 04 CD I k� o ' 'roc ` 71 II M ; v I a• I M � d' I G of q ' . o } Q Q 101 .00 2"I � F 'I Ih, I 32 o t 10.oo 4,f 'cV - -�- + 1�� f%G °� o N ��OC � 23� , I - r. _ / OO I lS a 28. -7.64' -�1 lh o �"1r= �� i [= 1'? v�1 ��`� ,_� i']� 1 r- I r_ s •I �" NI "r /� rj �� > �� 1-1 /I o I O 4 M / �� /`85 �� '\ \�h�� jk� !Z� M o L. t0 �J8f3: �� / 6 38.37 40.00 �7j ; /I�T' YP. `�;` ~ ),/� o� �6� �� Dc��(� �32G d ro J w NOT A P/aRT _ ,01 .00 �`� d N o ,+oo FROST �y� h 3� �� (,� I 110.00 0 " t �°� 1. '" %-' M �� _ �2 o �z+o NCO Tk 2°� I 3+d oOD ,. Qto .k G (6 O v' q� G�� N 9 °44�41 W 0.3 h A \ w oLL p � 6 c F- 1 I 5 to I \ SE6 stm 1 � 33�1 c� �� C �? N ,�� G R`'?�?�s� 3��I O1 1O d- p 1 ++ u j a cm CHESTER MORRISON WAY 9 CURVE DATA SAWYER ROAD P CURVE DATA co \�' d' �� \N ' a �G N o a ( ' I n! o W 0 85 34 36 M o I . I O o �G a�' �(, a I - � - 26 54 22 � � � ` � � R = 300.00' R = 300.00 h, x T = 277.69' T = 71.76' �,�v I 1 v ,01 .0o N 27 �� ` 8.56 L=7.6 38.37 40.00 2 1 Z'2k I cn M 110.00 L = 448.08 L = 140.88' N %y 9 2e �� + YO I I a 0 B.C. TO 4 SAWYER ROAD L-23.30 ��III cn�to d s B.C. TO TRACT BOUNDARY 3� � G � 2, 2 G � � �s`I �I � 1 ~ � O o � �\0 = 63 05 38 = 17'00'16" t o _ X R = 300.00' R = 300.00' 0 F Ito 7-? N I T = 184.18 T = 44,g5' I + o � I L = 330.36' L = '= / a III 2 69.04 0 10, .00 �_' m a �o �I 21 110.00 / Av 9 SAWYER ROAD TO E.C. I 1 TRACT BOUNDARY TO E.C. k R = 300 00'81• =09'S4'OC" 1°�j L '$I I 26 25 24 c 2� c 22 o TG 0 21 1 0 Lr T - 59.62 - = $ �-- L = 117.72' T = 25.99, ry '' 362 "�3¢ 9 �¢34 7 -¢3¢.5 -�3�. .¢3¢3 ��' �,I I o I TR. 22543 n L = 51.85' o N89 4 '41'W, 319.55' /215E/C I " - v k 30 3 3 I N89 44 41 W 170.00 �q. � N 4'89f9'E q�31 ICI �3. 110.00 �, .-... TR. 2 543 9�F • \� k \. k q I ,, p G C � . p 60.94 F 46.00 46.00 55.0 Z TR. 22543-6 \7 p 43 63.75' 0 �y 50.01 'h 50.01 50.01 q, ' S ,--yC 0 0o iLi 8 � o I�a 1 s `� � Q. �� 105.78' I > �Ico I I TR. 22 43 6 � n �� 37.0 I 435.3 ,� '434,4• •434.Q �' l5' R3�III �o� I t10.00 lJ :1 � 9 10 0`° . I I o I2 I3 c 10ss9' I�o� �� 0 0 F- O O o III o� IT so 1w 3 t C j co 20� 20 G 4, +� , o � I Io EX/ST, /RE a3Q� 110.00 14 o v 3-31-`13 I I a �I 18 + W . HYDRANT o � z 1 - w 0 40 80 120 200 • SEE SHEET 3 Z Z REVISIONS: PREPARED BY: MADOLE AND ASSOCIATES . INC . MARK APPIR DATE ' ``" CIVIL ENGINEERS RIVERSIDE COUNTY oFESSI uAIFE: 'r ''�ui9F. \ ' i SURVEYORS LAND PLANNERS �oQR �N;� .� R. I ERED C ROUGH GRADING PLAN 2 DATE : -' - .` '° REGISTERED CIVIL ENGINEER N0. 14814 1 820 E . 1 6t h STREET [71 4] 835-2548 SANTA ANA . CA . 92701 TR. 22543-4 TR. 22543-5 2 ADDED EMERGENCY OVERFLOW, SECTION 6. JS 6/I/9 APPROVED BY: SCALE: BENCH MARK: ' �� ' OF SHEETS • -16, RESET 1979. RIV. CO. LOCATED TR. 22543-6 & TR. 22543 I REV GRADING ADD CHANNEL SECTION AT E. TR. BND. JS 5/1/6 _ 1 - 40 5' SOUTH OF NEUPORT ROAD AND 25• FILE NO. Exp. 3�31 s? _� 1 •m. � - - REV TO SHOW TR. UNITS W/LOT NOS. QUANTITIES JS 10/28/ 6 REGISTERED CIVIL ENGINEER NO. • AST OF BRADLEY ROAD. F/: I k�E 4 . . FOR TRAnsswt�rA-noi,4 P-Emrrrmr=ts LEV. 1434. 19, DATE: 6/84 �T`u a wX1''1�F.,: :,':��' al DESIGNED BY: RC DRALJN BY: LLP CHECKED BY: DC DATE : RIVERSIDE COUNTY CA. T DATE OCT. 91 W . O . FOR : F . B . GRADING PLAN SHT. 1 TR. 22543-1 - 2810.230]PF: 22543 955 11-0ot-91 02:45 Pll-/ 52T-1306'0 g$¢ % /Yl., t RCFC 20' DRAINAGE EASEMENT ra - -{A (( , A? spy } cr • w•e p,_„g ..._-k_o_ A ^�l u. 9. r j f r,I.a r.u...,.+.n..,n,« r, __ # ,Tfit;;' L_ 'no"i T �� J I,� __ �-/ <, I t) DEPTH OF FLOW _,. I + ;' �! '�� i � `, i 1,- 4 . _...__. �. 'A �., _ ---- s / �_ . . / f --' t Lw ^. '" - 10 >^ �y - _ -� �, o ___ , _ I �I rRA 54' r ` t p r� e a a 6 w1 1 •i _ • It1�.- .'', s '�" . ... . ,., , �.9 16 aG I �--- 0 ��! _- __ __ _-,_!. -._,,..a.-- % '' ` T R A C�T 2 5 4 3: I.. 1 ,�� I 21 0,cc: �1% : v �i 0I100)=56 CFS L I Iu1E "E+' _j ® r'', �'��,{.,otlttV ;= � �f t,� 1�-1 N89.42'32"W 4- RI�1 Q" d(n)=• 1.33' Ci �j\ #' D �` �`��,..L, '" ,At ,E-_,i 1 �-� -'-�--- -{__ �: 50.00, �� ZI� �'--j n=0.025 1 ,1) I .;�g�, • �\, Q � tz i i 6 a! 5.1t Xvq. �1 l 'i 14 ��. 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''.♦ -N- E' �'t v"P "'.l " .. .. -.. 1. _ __L_,___.... _ : , I. jp, _'_-_ -. _ _-_ I _._ ._-,.__. -_ N4 ty - I °nt 'Ct� - nt, i ! •#fi,�l0 4F `C -+. ^ � �,r. •7 q- � -.a ,gr� 5 � Y 1 C lJ rf '� N aw #. ; t,.�G b�. 31J 5 .0� 46.t-,r 9.-,`� ``i I I I 2La VVl1�E D9WA JADE- F:A!4-~ME►.3T • / -� �1,g " ra Y; 1% �F� .-�'•! .'*_ '� l t� �, ; �� i P 11� `� e9 ,.:,�\. ; � , 1 1 I }'C -- --- F-�t"1rJ1 �..7 l �: t �t 4+^.., ..,� ltk! 9� �i: r ,-,?,, ' l I:11 -S• r A pr � , t a { 1`-, I t I I L 1 R C G P 7 5r 150t-1 fe 0A \ `gyp • ` 'f -` O. ., �' r �1 I p .�' :9 i� �� ^1 Ir t C, t i I -- ----- -- ---- F / 3 ,, ` I „r" 1; a I 1 , � - STA 8+16.84 CHESTER MORRISON WAY w � - � �ng�� ! K � � i I, I 2 2° STA I r00.00 SAWYER ROAD �; � vi ) �i !` 4 ' 1 �° e i ' i I ;` I }j t` ) o./ I s -_ _ _ l to i - I �„� �"t t d43�' �i APP2C?� Fu?URE `1 N I°* f Via\; � i �;,' o r � ' �`' �i. , _ �'S �3 s _ a�'. 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( 1 " T--- -4i '- jx/ , "F; - I ,p 1 pg C I T = 277.69' T = 71.76' 'j' ;, �____t ,0- t� �i,�� ____-,�' ' � ? 3 s.3; .` "� .00 �'''\1 ` ( �' i �r�� i �- � �0 t t C,.cis - ��t -__ i� t j i L 448.08' L = 140.88' ` ;lk'/ 'y ' -_: 2 +-� 7. 4 �I ��a-_-_ , , 3 ;�` - I I ! ( B.C. TO + SAWYER ROAD B.C. TO TRACT BOUNDARY t1 '% 1 '' `�, 1 . 1 .23.-tom' `l I r d' ' ' ', 1 fIrl �' 1 Ij W ' 1 1 63 05 38 +. # e t vr' � � 4. ) I N l , 1 + A = 17 0 0 16 1 6 ; t ! � a I N I 1--"�=. ,. � i I j `r v , i ! 1 I I V, I , I I, R a 300.00 R = 300.00' , # i 0 � i ( � � , �� c I,� `� I � I �t.1 I 1 ; T = i84»18' T 1 `' r 4 ` � � I �' I ; 1 i r L = 330.36. = 4 4.8 5' 1 ! _... -- :. ! ,....f i _ 4 �__.___ ! I �[` .PAYER ROA TO E.C, F 4gl i I ° ei � . 1 j f ! A z 22'28'58" TRACT BOUNDARY TO E.C. Ill 'I 11 °'� 2� r��t �� I 23 2� 2? ��F c� , � �<tr I$ , � �� : I i 1 ; i R 300.00 ` .1"6" 1 - _ % 0)/ I I Olt} +,` t 1 ( "'�# I T = 59.62' R = 300.00" i rP ,, t' 9 f / -`1 r �,._,� °'1 ... 1 "______�. � �� ' II � 1 o � i�1 � � t I = I17 72' T = 25.99' 1 "I 1 g '�1 �,� � ,;' =s 1 i �� 1 T . ,�� +y t f 1 ' 1 1 S + ice'_-_ -. ,-! g,..k- ,°7j,2 '10 �._....,.., i �- �.vmd.°° ' `,,_�.-_.,.,._.-...._.._.._,1` I :..___„-�<,_„_._�,✓ }l. ` r I 6 �f - }' ` Y I "l �, 51.85 5a 1 I i ( ,,f - .t« 9�r4 t u_,.) ) s' r r i>fr >!�� 1 . I1 .,.,.......»...,,..r..,�,.., _I - --- - '� - - [� i i "� �t � ,� i I a. O.t��`l, t f 2 f `1 '` I I: Ce i { �^�` °s w 1 k,�'` I H-`. :.5{ /` S r r `' I I 11f�' .: �� j j 9 *_1, ! at r' F �1.94' i 3` #5.C1C 4�.0<J �3T. 4 1hl Iv I 1' �`"� -43 II I I 6 � i , _ � 8 "i 4Z � 6,�i_T5` r r ;i �,y 50.01 ., /��'y SG.ui ��'i ��,� 50.Ot ti,d/ I �� i"��.�A?' $ , Z�#i)---v G I I � �s I ,. i ' - A; 'S'� ,' I -.:]e° I r ,,� ,.\ i ._ .f .a, - g - -� - ! > 1as ( r 1 1 } , # 1 }i +�„11� 1" �� / ; 1 �' [ T r fC ��• h C': 1 r 4Ca G 11v I ; 1 , _�, ¢ - 1 u� 1 I TR. 22 43,"6 ;'` I° :kt S i j t l I 1 I I \,_,r t� _,__ , 1 I, I , s i I # ! n , .;, \ f , 1_• ) ! gam--�'---•••r\ I S I ^`. % ' I ' f - 1 "r• 1 a I 1 - IT - i (�' - _ __ --- i 4 ca i ` - - _ __ t .1 -- _. 1 I t - - _,,,-_-.� _�__ �_ __ _ ._a �t Ie �� , i Y #. gp $$ 1 1 I I i , i - , ,-, - I, �1 ..._ _.-----------_ __-._- .-__, s f I {1 _ , , ' �_ ,.�.. ,a 9 , It :1 1 t l�`Ft'• _..-_a.. - I :i F '""i bfn i �-l3 "'T ,�, -, n I `' _. _{� i V_ _,.. ._........_ ----------�1 I ; i �i tia i# ; ';,f i I � ...w S �_ sr . 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I: - Ai I ED EMERGENCY OVEN F-L--,. d SECTION B. - €�a`;;i. r I ;�_ - t9 V G A Dp `� g D CH q,N,p @ Se p-T• Otag T p� �gD y _.,_q_.._d_�.5_�_. p. L y$�� i�.+qf', I _j' �'�- 1 Fl Ar 7S (i YJ 10� PR 6:+.� 1sRD37T &m SECTION X 1'AA rtB d R TS., S�$t'» g - I 1d @6 tp q. Y p ry- a r i /�i r 1. +. '.�1�e 1-.i. ,.� t'-.+ I •5 ".."'� +• YX T; :d a r., r ------_._,-_.. _-...-___-.-.,___-__--- ,--_-,__-;_____..._-._<_ 8 • 1 � a N I w .,� 4 r W .�. ,� ..�, ..�._._._._......_.- y t ... ,. --. '� ,t ,`r„ 4P t � ,+ .�:� _,.. .._ '""' a , _ M a _ - NA 3'f. LYA i';<. ri�it_ K�.i�a1��K,;. fVa _ Y4�? ; ''" a��.�s.�.i I�LiS€de 1!_,,,. f�'tii ---�- , Z REV 1O ;s1- OW ?F�. U1VIlS, W/LCT �35» � OUA�ITITIE � _ �..� r.; � t DATEt1. \T� , `; ' F'�[f�'h? 1 �g�yp;b®g yM� , � , z r �n��I� r,!., i I� - Tr' OQ , I F h3 I F.,J g DRA X�3 5 ,B p -. I e�<1< C - !��, �`. g _ - _. __. ..__._ _. ................__15 d.t�i'.:?5....., -, ._3 N i� �C�. `t t �+ P T \S� C,41.'. �_ __,- DES I I.aNFI� 1;.-R�T 1'C� � . - s_ - • �.F�. � �,.. . 4.._..: ., , __, `_ f_. 1 - _r a 02:4,, , J:. ., _ FLAT OUTLET DRAINAGE STRUCTURE 20 WIDE DRAIfJAGI=• •EAs1=MEh1T TO � CO PER R I V. CO. STANDARD NO. 303 12 LOTS 13//3 0 SEE STREET IMPROVEMENT PLANS - LpTS �•c•T D. � VAtt1E� 4-.O ' c /31 to 10' -� 7�r r -- 1.0 PAD Lf=/V=L 0,6 MIN. PAD LF��L - - -- - -- 2 • w � I )=t�E)✓i30�4120 � �2.2'MAC - I *� n = ui SEE SHEET 2 % W I I a 30 0t I i-� TR. 2254.3 I b \ ` 7 g' - 101 .00 3. I 1 �� 110.00 5�GTtON A �� I 26 25 24 23 22 Y, 0 OIRT 5VVALE E MF-9r-A-NICY OVERFL-OW 4.0 2. LD ? s -' 362 0 ��'¢ '/ , 21 F�c1sT G�o�IIJr� 0D c - i 434.9 43� 7 �:5'019'E / `_ IN89'44'41"W 31g.55' 20 20 4 M89.44'41"1N,170.00'Q Igo - 22. 1 cFS. s- 0- .�{- do = 1.1 n= a,023 1 L TR. 22543 '1 �i k/ LINO 129oMUD, - 1 2 v+ '� k• `� �' � � 14.8 ' N110.o0 111.6 I' F 60.94' 46.00 46.0055 p 8 63.75' 1 �s h. pt 105.78' 1 G o o I 3 g V 3 0 y 50.01 y C 50.01 50.01 �\ o i6o o o I N I o `� TR. 225 3-6 SF-GT101�I OH 41 o 1 o Z '`'�9 I '" 4 37 0 35.3 34. ¢ •¢34.2 I ct' � s 1 + �' �I I to N Qf07,3 /p/•GY7 T C �'�oa✓c a��r✓ I 110.00 y �' �Oc Oc Raj Q p I D 1 1 ti I Z 13 106.89' Q �o T P, c _ LO O O O o R pia 0 CD y 17 K1 !Y C C f\-'� I IF , ... s N I I Q. 1 tG C a ` I Y� /N to c 14 F,o> 19 � 0 110.00 - -- -- - - - - o - - - - - - - i t\ 1 - 2 y �, _ - - - - - �' T �2a5L =>o /vim I n c� a�' q,°I a�' �� 1 0 ° "' S W4L E I we �q r • - -- -- t-- di cr 1@ STA 1 8.29 CHESTER MORRISON WAY I ��\� 87-86 53. 8' 50.00 50.00 50.00 92,72' sa '� z m ST 1+00.00 W ILDSM ITH ROAD c '}° �G�� p� / a �� G N �o G '� �0 to O.35� 2 �O Dc \ \ �� 3 I o>, 1 10.00 a W I L U S M I I� � � � � . �, r0j 2 a oti o o 1� 88 36 09"bl I a A a3 �� 1�a to v I 2 1 CURVE DATA oo �6 oo q�4 boo �c a, +0 TG PI=¢3G.5b ioo vc a�� rc pz= 3? - _ %a 541('v Tc 5= �I Ik o p th .6 0 II It CUR gQ ' .. 6 ��' k lV '�.� N 11 \�� + \� 8 43, � v� g4+00 � 432.0¢ o N 0 = 41 57 06 �� . 13( s I a• N ti 2 y Q o 5+0o y -D + + 19 T = 0.00, I 6• k �(\ `� cr' ca3 �3 133 ^�,, Q,�1�G , G• �320 � ��1 N� W d a Q C. _ - i 85.37"- 55.01' � 50.01, 50.01' , 50.01' j un b2 1 to.0o f rlo . � 81.32 ��2 I o �•(� 3a� I I l� o 01. N -� N I oo I o o M O �k I Z o 0 ,.I ► 3q NOT A FART ' ' � F � � � �� •�� U ' �- PARK SITE ; �- ° 0 3s °n7.26' 37 ri �" �, b �r �, I , 110.00 . vi _ co a� a1 s:J r o / 106.00 Q w I I I I i 0 t 0 39 '�3�•8 -�35.L 4 3� -¢34.2 0 3 2 4 20 20 4 �. � ! y cY 2 '� \C J 110.00 f` ' T R. o, 225 �� 43-6 I 2` R� 42 / a/ham �� / ss• s 55.00, So.oo Q I v L_ n. Q I o O - 5Q.00-- Icy cn , o o � i/� ti v 40 ` f�_ , TR. 22543-4 4 » �� s �, �, m 2; 9 NB9 44 41 W, 200.00 r' F o, Q �. p _ oo �, •s�. Vie►/ /��i.° -¢35.8 o F 1C. �3�1 M t to.o0 ?��' = Oi G u? N I �Q'2 / �� ap♦' / / '��° g4j� x�S I0 PROP.5D'Rci� 6E1= h o y - o J � 41 /�a i I 12 _/� G•(0 �� t� ` 109.81 f3 G a m c -_ �' 1� 438 Y / �` Q v p'E" ^, 6. ,♦�� 9ss Tk l ,jy5�` �y C F•t @ 0.44`/� rx� 104.52' irs m `'� 6• tih co Cr i DI)ZT 5WAJ-E q�� ' Q - co, 1� � � i N �MERctcnlcyo✓�RF[aly' 8 S ��,'�� o' 1 �`•' �`- Z O L16 U �°� dj �� / p � L 30.59' � �,•�° y Cj. 30 /� 9'33.�' I r� �. � to Ir �" .♦� `O OO• /F-. C ♦:•'� o •9j. �� N a' gt�.6� 0 92.43- IV 3 2 43 �� a a �� c / /�� 13 m \3 tr m 2°. 3 O ,' rh 9 g4TG (6 F C m 2S � �� 'I!~ C FL3 -45 2 = W W o 33 f' 1 v7 m n �. w a \ c� w 9 - - - c / �� 111.87 _l ,� \� J - _ �o �A rssr, / .� c�8 � B� 06 Q 99.b 3' I 0• ^y♦" �• a �A 44' rJ i a ►--� a3 T�� a ea `Y / c ��o U TG13 �'y \�a. ��iP OCy'Qi`� ?ass, O1 SCHOOL o P A R K o o `� /� 'oo `�' / pc� a �q `%3 ' ,`� �g ° F�q�'NFFs� (- W o N 89.42'32"11 a /./2/, 0 227.98' D 6 \cy ,�" qgt�• 5 l� ` 5 sz / 1 M s -� �; 'O i Z - Q- - O ► \ �. 1'G. D ,� ♦ m R ��, m t s; '% Z 15+QO .s'�t-1� 6+00='rJ, ��_ -� (�27 17+ 0 2 N \ N I Qt k3 G 1 y /�l` I a ' � .�. 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'f' O ° o ¢ / 437.1 � ¢37. 2 437.5 437<0 � ¢37.7 � -i-37.8 � -¢380 � - � 0 o 2 151 N ` � - I �J% 30 33 o��•�, , 0 14 0 14�00 4 6 20 20 � i � 22 I 0' �,i • 20' 00' ) �� o •�• �� _ � , I If 17 l 14 20 21 �1I 110.00 - 9 -�- ` f�C I c F ` F r 1 F 200 TR. 22543-5 \A 1 0 40 80 120 b 1SEE SHEET 4 z REVISIONS: PREPARED BY : MADOLE AND ASSOCIATES . INC . RIVERSIDE COUNTY 1 � ) ' CIVIL ENGINEERS ` 0",L) SURVEYORS LAND PLANNERS ¢OFESS/p ,��: ir.,'2v,'9 ROUGH GRADING PLAN 3 • - Q iy , e , J. M. MADOLE DATE : '' "`' REGISTERED CIVIL ENGINEER NO. 14814 1820 E . 16th STREET 17141 835-2548 SANTA ANA , CA. 92701 �+ y �^ APPROVED BY : SCALE : BENCH MARK: TR. 22543-4, TR. 225�4-35, OF 4 SHEETS F L 1 i:j`� .. - -16. RESET 1979. RIV. CO. LOCATED TR. 22543-6 & TR. 22 # oy G�- �,�-�d�d�-✓ _ 1 REV GRADING, ADD CHANNEL SECTION AT E. TR. 8ND. JS 5/1/9 � - 40 5' SOUTH OF NEWPORT ROAD AND 25' FILE NO . Exp. 31 °a + T A. n - - OT NOS. QUANTITIES JS 10/28/ 6 REGISTERED CIVIL ENGINEER NO. AST OF BRADLEY ROAD. 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'E: ,L.'2o;'9F. zzzzz_ 4- EX. l_AT.G 7 � I 1 I 0 40 80 120 200 w �., Exp. 3 3, t� * �_L _. \s\ �r JOH�1 CE�C�''�t`i, I�r✓E 143v�t - q,F cnl�F LXPIRF,-: 11ZI�'� 01 \ U� T. REVISIONS: PREPARED BY : MADOLE AND ASSOCIATES . INC . R 1 VERS 1 DE COUNTY I ? ;� CIVIL ENGINEERS � ....%.° ,.. DOLE. , U S RVEYORS LAND PLANNERS ROUGH GRADING PLAN 4 - • � DATE: � : ' -� � REGISTERED CIVIL ENGINEER N0. 14814 1820 E . 16th STREET [7141 835-2548 SANTA ANA. CA . 92701 - 2 REV GRADING, ADD GUTTER CHANNEL SECTION AT E. TR. BND. Js APPROVED BY : 777LE: BENCH MARK: TR. 22543-4 TR. 22543-5 I ADDED DISPOSAL./STOCKPILE AREA (SEE SHT. 1) 5/I/9 _ JS 10/281. G ' •• = 40 • - 16. RESET 1979, RIV• CO. LOCATED TR. 22543-6 & TR. 22543 OF SHEETS - - 5' SOUTH B OF EY ROAD ROAD AND 25' REV TO SHOW TR. UNITS, W/LOT NOS., & QUANTITIES JS Ir3l28/ 6 REGISTERED CIVIL ENGINEER N0. AST OF RADL ROAD. FILE N0 . 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