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HomeMy WebLinkAbout839-L 1 BENCH MARK : t. 14 -7 P7WMJ�t o `fir' '- � . • , - "•, �, /\'�� . •', �r :t �J 1 t a r. . ti•. 7. :. �: •� }. el C-P v `} t u` q(J%6 F-h.Jl,1.ED P7 •{"11.IDI'. ,, r ' �, 1V MOM I'L 2 a WILL IKE/V .4 VE"UE p dt too DESCRIPTION of REVISION ' - - - . ' PATE 1APPROVE MAP F q9�y I'ZCITY of RANCHO CUCAMONGA � 1+LIJB/k*o z TERRA VISTA 4 oe azure * SE LINE ROAD * / Date BASE - TFOF CA10F�� PLANTING PLAN APPROVED BY00, DATE4 Randolph GTY ENG,NEE 44RCE No 23889 • /� Hlubik M OLE AND ASSOCIATES, INC. • RECOMMENDED ' ASSOCIateS Inc. ` "� ' F SAN BERNARDINO COUNTY CONSULTING CtVIL ENGINEERING Landscape Architecture DRAWN AND LAND PLANNING SHEET 545N. Mountain Aw.,Sults 05 lblbMe„ ,I,ut Ilwr,�„Ik l..,hlunud'i•?`JOtj UPLANDCALIFORNIA 91786 Pr"OF Lu ellm- x 1'�1 7 1 r�el�f,unr 1!141 /N 1 1 J30 PNONE'(114) 94,,- -294x► CHECKED RCE No DRAWING NO. OATS 9 3 B5 FILE No 85134.05 035 - L/20 i I ` R* TAPE & BUNDLE CONTROL WIRE QUICK COUPLER W/LOCK EDGE OF PAVING OR @ 20 0/C (TYP. ) TOP AND RUBBER COVER ' FACE WALL SET HEAD FLUSH WITH ADAPT TO LATERAL LINE . • ' CONCRETE VALVE BOXLEGEND) FINISH GRAD rr BROOKS COC R EGEND FLUSH IN TURF AREAS (OR EQUAL) WITH LOCKABLE, ELECTRIC VALVE (PE L ) .. : F CAST IRON LID 6 CONCRETE _ 2 IN GROUND COVER AREAS 'SNAP TITE' CONNECTORS 8 -_ II�;I�I• i j;�� I T `� 'L>IL'I FINISH GRADE r. EXTENSIONS AS NECESSARY. EXPANSION COILS, 15 WRAPSFINISH GRADE AROUND V PIPE (TYP. ) ��I ': IIIIi (VIII . 'BROOKS' CONCRETE VALVE BOX " IN TURF, 2" IN GROUND WITH HINGED, LOCKABLE, CAST _ SPRAY COVER AREAS IRON TOP (OR EQUAL) 3/4" GALV. NIPPLE HEAD I '' - FINISH GRADE I PVC 9CH NIPPLE SITE FINISH GRADE IMV , - �1�IIII i 30" LONG X 1" GALV. ANGLE AND LENGTH AS REQUIRED IIID II�Ii IN TURF, 2" IN GROUND COVER I IRON STAKE W/ 2 S . S. BANDS DOUBLE SWING JOINT 2" OPERATING NUT GALV. ELL 4 4" PEA GRAVEL GALV. ELL i " GALV. STREET ELL " MIN 8 PEA GRAVEL ii1. 2"x4" REDWOOD FRAME I PVC STREET ELL AND 18 :k. :t::::'• '' GALV. NIPPt£(TYP) I 3/4"X6" GALY. NIPPLE PVC ELL ADP'T TO MAIN LINE CONTROL WIRE (TYP) I PVC TEE OR ELL ON MAIN LINE LITERAL LINE WITH PVC �i WITH GALV. STREET ELL TEE OR ELL TO CONTROLLER MAIN LINE PVC STREET ELL MAIN LINE WITH TEE OR ELL SLIPxSLIPxFIPT - - - •'. GATE VALVE - - I i — �I �:_.:L_•� _,:,.:.:._.. --- CONTROL WIRE TO OTHER VALVES COMMON WIRE TO OTHER VALVES A . GATE VALVE B CONTROL VALVE C QUICK COUPLER D TURF HEAD NOTE: INSTALL CONTROLLER PER MFG. PRINTED INSTRUCT- IONS & PER LOCAL CODE. DOUBLE CHECK VALVE umljwcror TO *Cpr • LOCATION TO BE APPROVED - I N THE FIELD BY THE LAND- BACKFLOW PPEVEivT ION DEVICE WrrN �Ni3U�5 --• I~DaE C7••- 'A�'I iYi I OR Fka OF WAu SCAPE ARCHITECT PRIOR TO GATE VALVE (TYP. ) CONSTRUCTION. PAINT CONDUIT TO MATCH ADJACENT SURFACE. GALV. ELLS (TYP. ) FII�IMi r EDGE OF PAVING OR FACE OF WALL 6 GALV. NIPPLES-4 PLACES .l - WALL MOUNT CONTROLLER ,, !j»I 11 1 iI I -�-•� , �,► �flj�� l -1 � SHRUB HEAD PLF- Oo Mu U �, ���� - - M I-�'Ot C.l�L '�J &I 12" PNC S IRET ELL FINISH GRADE s•E:: LOCK NUT = 12 MIN. ABOVE F.G. LATERAL LINIE W"W PVC TEE OR ia.i r:. 111, 1,1 l Illi► i (i)ll ' ;1111�'"" l�i7i,il.; UNION 120 VOLT WIRE IN RIGID CONDUIT (PER LOCAL CODE) FINISH GRADE CC.MMON WIRE/CONTROL WIRES GALVANIZED INLET AND OUTLET LINE, ADAPT TO SWING PVC STREET ELL IiI RIGID CONDUIT P.V,C, MAIN SWINNGG JOINT 12" MIN G� -FINISH GRADE 12"XVN12" cow. THIRUST BLOCKS (TYP. ) -,�-- •.I ,. _ ;l • , LATERAL LINE WITH PVC TEE OR ELL Yo a "• ' ° ,:; ' °:« . ''• :• T -_ OF DIRECT BURIAL WIRING ; IIF -,Ill TO VALVES no�e.F SWING JOINT - ++ 2 SA. PSK SMET ILL$ 2000 Prpi , HI F BACKFLOWDPREVENTERG P P _ SHRUB E CONTROLLER GPM1. GEW[a - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE 8. IRRIGATION DESIGN IS BASED ONi3�PS1 AVAILABLE WATER PRESSURE 19, SON 14VR.QWr - UPON APPROVAL OF THE FINAL AS-BUILT JIMDSCA � SYMBOL MANUFACTiJRER- MODE- NUMBER PATTERN RADIUS PSI -r �t I DETAIL REF REMARKS CITY AND.� COUNTY CODES; AND THESE PLANS, THE CONTRACTOR AT*0 GF'11. CONTRACTOR "LL VFRIFY PRESSURE PRIOR TO CONSTRUC- DRAWINGS, PROVIDE ONE CHART PER EACH CONTROLLER INSTALLED. �O 4 Q F' F WILLXPLY FOR ALL PERMITS AND PAY FOR SAME. TION; SiIUUiD A DISCREVANCY EXIST, NOTIFY TIC LANDSCAPE ARCHITECT Q► NNLUB/,� 9 PRIO47 TO BEGINNING CONSTRUCTION. A. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED CS CS' O ® �+� '- I A. THE CONTRACTOR SPINEL VERIFY ALL CONDITIONS AND DINEN- AS-BUILT SYSTEM (A BLACK LINE PRINT REDUCED TO THE y e2O l.r, I� T IZ C � �� 12� Aja ,�jGj 1,�� i Z•(o 1 ,67 Y' ' 4-?&H T. SIONS %0*4 ON THE PLANS AT THE. SITE PRIOR TO COMIENC- 9. WATER METERS SHALL BE INSTALLED BY I-Ekiri 1iomfSs MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, COLORED Cz y O MENT OF ANY WORK HIPPER THiS-CONTRACT. ,� WiTH A DIFFERENT COLOR FOR EACH VALVE STATION). W Cl) U I��J Ib12 w/�n l�� ��� /'F�111 qZ �d .� I,2� 9th �j•l 10, CONTRACTOR SHALL MAKE POINTS OF COHNFCTION (P,O.C.) AT.If2WATER * , gnat * y "C fi !� I B. THE CONTRACTOR SHALL CARRY ALL WORI�R S CONDENSATION. B. WHEN COMPLETED AND APPROVED, THE 2) PI CES O BE $ n2lUF . f ' II \ . PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE, AS FERFiLTICALLY SEALED BETWEEN 1W0 (�) PIECES OF ?O MiL fell I� IZ W/ �� � {[� f`►CZ, H i2 3O x,19 RfQU1Rf.1) BY THE CINNER. 11. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING 12O CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER VOLT SERVICE TO THE CONTROLLIR; ILHLiRiCAL POWER SOURCE WILL DOOR USING VELCRO TAPE OR EQUAL. Dal I Ito+ 15 � 4 x 3D � � I,21 ��� C. THE. CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR BE PROVIDED BY TIC OWNER WITH A JUK.TION BOX AT Tit CONTROLLER I3o bl , SAME LOCATION AS SHOWN ON THE PLAN. 2. E-Q NARK - UNLESS OTHFIFNiSE SPECIFIED. THE CONSTRt1C- 12. ALL CONTROL WIRE SWELL BE SOLiD COPPER, PLASTIC INSULATED, OF T�OF � 4X I5 COP Cfil,f4� 1 . TION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FU2NiSHING, DiRECT BURIAL WIRE. ALL COMM WIRE SWILL BE AWG #12 WHITE; 1 r • IP 12 W IZ � E-� tJbr',.t.E Cx E-t 12 3a 6� I,� 87 ALL F'iIDT WIRE SHALL BE AWG q14, RED OR BLACK, INSTALLING AND TESTING OF ALL MAIN LINE, POINT OF CONNEC- G>, Ic_ c r TION, LATERAL LINE, RISERS AND FITTINGS; AND Tit FURNISHING - ( I � � ��►+I J 1 "'�F��� i j/��� • 04 I I I G LJ I` `2 '1 I I F , 13. ALL CONTROL WIRE RIE) IRRIGATION L 1 NE RIMS UNDER A/C PAV 1 NG SHALL + - - - - - - -- -- - — ICJL/ fly -/Tin I`!V �j �X 1"l �O ��, ,SCj I•Z� AND INSTALLING OF SPRINKLER FEND., AUTOMATIC CONTROLLERS, ez �y �/� G CONTROL WiRES (TO VALVES), ELECTRICAL CONTROL VALVES, BE ENCASED IN SCH, 40 PVC PIPE SLEEVES. B7 Uf '/ r1OV t4ozaL 12z f� BACKFLOW PROTECTION, EXCAVATION AND BACKFILL AND ALL OTHER 14. FINAL LOCATION OF CONTROL VALVES SHALL BE APPROVED IN TI# FIELD V1�I�IVI I� WORK IN ACCORDANCE WITH IMSE PLANS, DETAILS AND NOTES, I BY THE 0Wi!\jI_:K; KL-P. ---- - - i�L J ri ETES - L �W/INA Ei I�`� IU LA I�� W 2i�V�GE. ii N L' W ! U ICI{�.I'IG �(�('�O PI(Jlr ��i Y-LY � i•, Iy' � �j TFE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIP- VENT, PROPERTY, TRANSPORTATION AND PERFORM ALL OPERATIONS 15• ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON M i�, ��'�� I Tz-il 1 �I .r' ^ 7- N� ��IL'l— REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS TAPE OR LED-LUBE JOINT COMPOLW (OR EQUAL). ALL PVC THREADED V ® Z hlii,l�lrr-. SCbJF� � �t�F� INDICATED ON, OR REASCONNEClI01NS StiN_L BE COATED WITH TEFLON TAPE. VI ^ A�' i ONAIiLF IMPLIED BY TFE DRAWINGS AND/OR ^ _ � �^ �- � /1 ► ( � � � ,; C PC-Al-1520 F,oU�l,� vH�L,1�- �/hLyE A �Et'1F�L Imo' KFLOw G� I�G� i Y`(/�D �D �iiT•G/�/� NOTES, INCLUDED ASA PART OF IN IRRIGATION MIORK, BUT NOT J r v+r N TITED DY 1T, AR. TFC FOLLOWING ITEMS: 16. ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WiTH SOLVENT- ✓ �. `` I �. �, v ,JILL WELD MATERIALS AS REC(flIENDED BY THE PIPE MANUFACTURER. DATE A OO RC'VE ECA- okiroriATk, GPI411)'•-UL VAIL•N/E1::; 1e7'Z�, er- L,&4 A. INSTALL COMPLETE OPERABLE INDEPENDENT, AUTOMATIC, SOLVENT-WELD PRIMER SPALL BE APPLIED AT ALL CONNECTIONS. 1 NOTSYSTEMS PER THE PLANS, DETAILS, LEGEND � CITY o f RANCHO CUCAMONGA ANDND NOTES.ES. 17. lPp7 COMPLETION OF THE PROJECT, CONTRACTOR TO TURNOVER TO B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIALS AND W)RPNVWSHIP, INCLUDING A. A REPRODUCIBLE SET OF 'AS-BUiLT' DRAWINGS AND CONTROLLER TERRA VISTA ,! y TRENCHES GRADE FOR �I -I VAI.�E Ur�� CZE 'a' ® Ir�� r~ 1L r� �/ SETTLING ONE YEAR FOLLOWING LLOWING THE LATE NAL A CFWRi. !ItUR� �+ { 1 ACCEPTANCE OF TFC WORK, B. 2 KEYS FOR.EACH CONTROLLER. BASE L� ROAD I,VG QvIC.IL (�� �� �G COI-O '� (G, o•5A /ol 6 GY 3. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RE- C. 2 QUiCK COUPLER KEYS AND MATCHING HOSE SWIVELS. HILL gt��. I EATING TO INTERPRETATION OF 111E DRAWINGS AND THE ACCEPT- ABLE FULFILLMENT OF THE CONTRACT, D. 2 OF EACH SPRINKLER FEND SPECIFIED. ' . IG II ,I I G zoo VG LAA �L vIR"C� BILE E2 L,&#1 MI"I IZ" GOVF,F 4. PIPING sFMowN oN THE PLANS IS ESSENTIALLY DiAGftAISATiC. 18. PS-BUILT-DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND I(EEP " STATICONTONARY ELEMENTSHALL �FDPINING SUCHOAAVOID MANNER AS TOTWITHCONFORM SHALL BLTCORRECTTEED DAILY AND CEWWGE PRINTS THE ICM WITH THE VARIOUS DETAILS. VICINITY MAP MIGKnON DUALS r�� �e''11 ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTION, THE CONTRACTOR --- ------ 3I5 I lk iJI9t C+44-vEci FE9 _ 5. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS MARK FRT]M A LTRANSCRIBALL ALIINI'ORMTOMTit TIC'AS-BLLT' SET TOSHALL D , PROCUkFROMLANDSCAPE nn t� * rn �✓I,� ,I p DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS ARCHITECT, ALL WORK SIALI BE NEAT NND LEGIBLE, UXATING THE A P`J RV�' E D BY DATE Hol �HOwt4 U OKE, f IUPAL, � �(� �I�E C1A,v Mf�, uvEF> ccr"1) 1 cam. L CO FOL 14 (amu f'`I/ 1 IP I U^ Ei _ AT HIS EXPENSE UNTIL TFE WORK IS ACCEPTED IN WRITING BY FOLLOWING ITEMS FROM PERMANENT PUINTS OF REFERENCE: CATE r 't1 THE OWNER. VALVES, MAIN LINE AND CONTROL WIRE ROUTING, POC, BACKFLOW CIT Y E N G•N EER R C N o 2 g 9 DEVICE, CONTROL VALVES MID CONTROLLER, QUICK COUPLING VALVES, Randolph 6. EXTREME CARE SHALL BE EXERC i SED iN FXCAVATI NG AND WORKING AND OTHER PERTINENT UNDERGROUND ITEMS. H I l.�b i k M OLE AND ASSOCIATES, INC. RECOMMENDED NEAR EXISTINGUTILITIES. CONTRACTOR SWELL VERIFY THE LOCATION AND CONDITION OF ALL 1.1111-11111S AND BE RESPONSIBLE /� ^�+ Q O f S A N B E R N A R D I N O COUNTY LP FOR ANY DAMAGE. Associates Inc. CONSULTING CIVIL ENGINEERING 7. THE CONTRACTOR SHALL KEEP THE PREMigS CLEAN AND FREE OF Landscape Architecture D_RA wN AND LAND PLANNING SHEET EXCESS EQUIPMENT, MATERIALS D RUiB1SH INCiDENTAL TO HiS 545 N. Mountain Ave.,Suite .OE WORK, Mr..,,.,, lun HUIumia, SuHe :'u;; �� UPLAND.CALIFORNIA 91786 _�_ 20 3blb Mn.n UCr. y1 f<.vtri,.ule,G.,hll,.nia 92501 PHONE(714) �► - 2`'4�? OF License N i1312 1elephune(114) 181-1930 CC K D RCE No laBle_ IRRIGATION LEGEND IRRIGATION NOTES DATE 15 5 FILE No 12_+,-(,44. 85134.04 BENCH MARK : Ul Z�b i t O NOTE: WLE� dCrEr AU. rlr,& G� � AF-6 ^4 VBASE LIRE ROAD ° P O K ,, I/a x00 _ �Iz " � r E � ,E �I., 3.. I lu 2" 0 Y7 < _ 0-1 I v A 4 v 1 . ....... .. ... .... .... . .. . ..... ......... . .. . .. . .. . . . . ..... i • 1 i Z PQ Q K W t I 1c Q f2�r-\4 frZ L115. rtol' � I�i3i 1 . PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT THE DESCRIPTION 0 f REVISION OWNER'S REPRESENTATIVE AND CO-ORDINATE ALL OBSERVATIONS, DATE JAPPROVIE CONTRACTOR SHALL REQUEST OBSERVATIONS BY THE OWNER'S REPRESENTATIVE 48 HOURS (MIN. ) PRIOR TO AN OBSERVATION. oVL 0SC,4pCITY of RANCHO C UC A M O N GA A. THE MAINLINE AND POC SHALL BE PRESSURE TESTED (PRIOR TO BACKFILL) AT NOT LESS THAN 125 PSI , FOR NOT LESS TERRA VISTA THAN TWO (2) HOURS AND PROVEN WATER TIGHT, THE TEST Cz r ate', SHALL BE MADE IN THE PRESENCE OF THE OWNER'S � -� REPRESENTATIVE, SIGNED AND DATED. na ure BASE LINE ROAD ate OWNER'S REPRESENTATIVE DATE B. FINAL COVERAGE OBSERVATION - UPON COMPLETION OF THE rFCF *O���Q IRRIGATION SYSTEMS, CONTRACTOR SHALL PERFORM A COVERAGE CAU1RRI�ATI�N PLAN TEST WITH THE OWNER'S REPRESENTATIVE ON ALL SYSTEMS TO APPROVED BY OF IDATE VERIFY 100% DOUBLE COVERAGE. 111E CONTRACTOR SHALL PERFORM -3_ ALL WORK AND FURNISH ALL MATERIALS NECESSARY TO CORRECT Randolph CITY ENG;NEE RCE No 23889- ANY• OVERSPRAY4UACIES AND ADJUST ARC OF SPRAY TO PREVENT FHlubikMA LE AND ASSOCIATES, INC. RECOMMENDED SCALE 1"=2O/ OF SAN BERNARDINO COUNTY OWNER'S REPRESENTATIVE DATE Associates Inc. CONSULTING CIVIL ENGINEERING LP Landscape Architecture DRAWN 545N.AND LANDntain PL NTNGits 05 SHEET I.... Nuiuntld, %UIIC -'l15 f2 UPLANDCAL1fORN1A 917e6 �Y r 2 ;b Ib Md-ii bIluel. FlweI-,Ide.Ci1111UII%Id 92501 PHONf1(714) 9 - --- L-4 1 Or " License M 1517 1 elepnune(/14) 181.1930 C C D R C E No GATE f 5 FILE No S-5134105 -moo 7R . A/0-^T,1�A2y •5 90�{ / UIt, .......... © , M NOTE: k1N-� �JNIJU MIS N� w e�2�I.,t tzE CAN of N 1 A � Y,r iJ �IPf. .,NP�E I�l rF NJ BASE LINE ROAD 2� Q -flf, 070 _ f 35 3�0 37 • KI LCYY.A �Or� D 4� I'�'f R$ t?G 23 8 I 1 ;r R. No . / 23 /6 - 1 VA L ERIC/A A VA4:'NUE' g �vN�l Lrr' . ? DESCRIPTI ON of REVISION DATE 1APPROVE o�pN QA riLue�,�U8/,t CITY of RANCHO CUCAMONGA qq�,y Lu TERRA VISTA n u Date BASE LINE ROAD 4rFVF C Al,%� 0���� , MIGATION PLAN- APPROVED 8Y DATE ,f--)-g 16 Randolph CITY ENGINEER RCE No 23889 Nub k MAD"E AND ASSOCIATES, INC. RECOMMENDED Associates Inc. SCALE 1*20f O SAN BEG CIVIL NO COUNTY L, CONSULTING CIVIL ENGINEERINf3 Landscape Architecture DRAWN AND LAND PLANNING SHE.E T MIs;.11111 11111 Holundd. Suite tub �� - 545N.Mountain Ave.,Sulte 105 f61 d Mem 5tiedhl rl. Nwe�a� e,Caufn�a 92501 UPLAND CALIFORNIA 91786 1-3 OF 2 O License +r 1917 7alephone(711) 781-1930 PHONE(711) 94-G-00-7-49 C Cit D RCE- 140 /41f/4' GATE AID5 FILE No 85134 .05 I BENCH MARK : TR . NO . 12990 - 1 20 r 24 R.lLL A cam_ >✓ 1 6Q- r,� wlf E +� 2A 1-7 3 _ Ir ,. r yam, �4 9., _ 1 +/ _ O o 8 NOTE:, WL&*7 oT4wwrr OrV, ALL rl + I 7A � / t / V ,/ M N ' 4 �/I — - - - ---- - __ - y' __ -_- _�Q _- Y i -- ` Zy rr-t Llt_'AL-'L _7= 7:7 -- —.0I_ _alm ­��15 < At ��,/ I'/ 3�G4" �/ 12� y?�� �1 YZ / t' PIPE Gl�S� �i� ? BASE LINE ROAD J J » I pV/4. y M N N U onI _...._ r r 1/4 1 c li 71 i- S 3 RJLL 1 60,hal- r: 1 c J U Q t o A i nri d. aH i-i DESCRIPTION of REVISION DATE APPROVE O�pN0SC40 1ALue(,�tio'�9�y CITY of RANCHO CUCAMONGA co W "N ' TERRA VISTA Si nature ate BASE LINE ROAD OF1.1F���`? C A JRRIGA110N PLAN APPROVED BY DATE GTY ENGINEER RCE No 23889 Randolph A LE AND ASSOCIATES, INC. RECOMMENDED Hlubi k SCALE 1"=20' OF SAN BERNARDINO COUNTY ' n Associates Inc. _ CONSULTING CIVIL ENGINEERING w Landscape Architecture DRAWN AND LAND PLANNING SHEET M sewn Inn RUtunifa, quite 1U'J 545N. Mountain Ave.,Suits 105 3616 Man sheet. Riveisule,camorma 92501 JF- UPLAND CALIFORNIA 91786 F,4 PNONt'_(714) 941,-0-749 "`- - OF'. O License a 512 Telephone(114) 781.1930 CRECKED RCE. No IY DATE 34er5, FILE No 85134.45 BENCHMARK : O O 4 O O Lati 0 Q V4r " M �r IA �rf l V -- + f" YinSIA 77 ' --- -- -- �11 -- ,�„ 01 ri,r �ti, ie I1 v NOTE: u oTM+FcW�l 0Tsou., fif, Aes t4� � I v V Q BASE LINE ROAD N �/ M 4 1 -- _..--...... 11171 6/ 1/4 4 74M 1/4-N'y4 4 2 u ,r 2• 3� " I" lk' f�4� (0 r y2 4' " r - 1 -- ' r N L - IM 1 Z /7 �' m /' ti N el N ruLL oU� 'ZrA�E Pil oT 01F oil A wmmol WIFt 1a kir PCA-rl,0 0 Al' �WSf_ oF ., Lm o DESCRIPTION of REVISION DATE �PPROVIE rA CgpF CITY of RANCHO CUCAMONGA B//q q9 sa � TERRA VISTA Si nature * at * BASE LINE ROAD qTE OF <.�F���`� �" IRRIGATION PLAN APPROVED BYATE -3 8� Randolph GTY ENGINEER RCE No 23889 Hlubik / MADME AND ASSOCIATES, INC. RECOMMENDED SCALE 1, l2 Or Of SAN BERNARDINO COUNTY LP Associates Inc. — CONSULTING CIVIL ENGINEERING Landscape A'c Smile DRAWN AND LAND PLANNING SHEET T mr—III-11 11111 Nul 545N. Mountain Ave.,Suits 105 -- OF 0 st 11Md rr tilreel Hweraule.C,rhturma 92501 ,IF- UPLAND CALIFORNIA 91788 r� License IF Ib 12 1werthune(I 14) 781-1930 PHONe(714) 9-4G-0-1.49 C C KEfl RCE. No . oATE �� FILE No 85134.05 1 ' BENCH MARK : 8 O i. F o • O + BASE LIRE ROAD . An DD +' _-�___ IX+r� � � Ir /f �C' sdF " �/�� �` fir" �/2" ,► ,�• IM t1i' !�" fM � � � �� \ .I/t• �/r _ '//`11 I�fM t� vZ/I *w �4r �• Z s ' J 3� N A40 24 t I F _j I i I vavr M U G X XII"1�1 0 I � 44 45 10 1 1 12 13 14 N N � _ � I � W I 2 3 0 ,Z Q I � o I TR. Ng 12-364 - 1 TR. NQ 123�4- 6 PR UCE A VA!�'/VUE DESCRIPTION of REVISION PATE APPROVE i0SCgpF� CITY of RANCHO CUCAMON (3A ���► tv KLUB/,r NO 9C W TERRA VISTA Sgnatur BASE LINE ROAD 4 Date ��9TFOFL1F���`� �A IRRIGATION PLAN APPROVED 8YATE -3- Randolph GTY ENGINEER RCE No 23889 Hlubik MADOtE AND ASSOCIATES, INC. RECOMMENDED SCALE = 2 OF SAN BERNARDINO COUNTY L(J Associates Inc. CONSULTING CIVIL ENGINEERING Landscape Architecture DRAWN AND LAND PLANNING SHEET MlsbIofl Inn Roturnla, Suite 105 545 N.Mountain Ave.,Sul to 105 Mala Street, 1eersute.Cahlorn�a 92501 UPLAND CALIFORNIA 91756 PHON?(714) c14�o License +r 1512 Telephune(/t4) 181-1930 C -_0949 �� OF C GClyD RCE No 14eY DATE FILE No 85134.05 8_5"D - L �0 1 BENCH MARK : . o 0 0 o • . o 8 _ _ 117/S-TUP.7 OUT rlAOL40t MOF o +p + L PPa I p I.IU L4, 3 POL, l J I V ANpp I Go4or� ISE j I►J y'1 GO►JGT!✓ VALVE PAX ,1y 1 ,1 , 3" I°II — GHi�FL %2� G►,�f� �y1v I�2" M /i y i +� I/LI �W / ,1 1�� ,� I _ ' YL ZZ ttlt LL n _ _- __ A U ) 1 0,� • I�� 1 /4 i° /4 11 � 211 o,/SII I 1� 8c 9 'A ��I I I 4 ~ T� Ni�l�wor_ 10TO E�ISTII--1 a 4 - 5TU1� OLrl BASE LIME ROAD - z z rtirrLlr� I�+� _J -j � .� TU coir-1Gt y com W/ L�CI�T W A.U� I►,I Tt �T �lyt r-r OIC V�e1G N� 123Cv4. � U 11/1 14, - +� ✓2 %z %/� ./4 3yy 3/4 L 3/q D 4 \ `l 1 - yz 3y j V4 yr ___ � � � I.. li %z Q --__ _ 3/1 21I qP -- __ I � 2 t O � O� /tQ � yy ,0r7_271 � 4 XZ � i I, 14, yi fZ 1 ;i4 ,hyz t-h-11 IL. ro 1��t1�Ti 0 13.0 ��,b - - ,� ,,, c o O ATL �fl �� pa,r� r--1�+����1� I►J1�1 N N ��� N �-,�, y��� MAa cam►-�TaoL_ 3 4 5 S 9 wlls ul.ir Z a a o� C� TFZ. NO 1231x4 TR. NQ 12670-1 TR. NQ . 12670-2- i DESCRIPTION of REVISION DATE P�Rov �C,14' CITY of RANCHO CUCAMONGA *�o �y C TERRA VISTA Nu S. nature BASE LIME ROAD * ate djgT�oF 1.�F���`! Ca IRRIGATION PLAN APPROVED 8Y ATE C(^ - O Randolph GTY ENGINEER RCE No 23889 Hlubik MAME AND ASSOCIATES, INC. RECOMMENDED Associates Inc. s ALE 1.16 Of SAN BERNARDINO COUNTY LP CONSULTING CIVIL ENGINEERING Landscape Architecture DRAWN AND LAND PLANNING SHEET +� Misr.,un Inn Hotunda, 5urte lU5 545N.Mountain Ave.,Suite 105 F7 OF 20 3ti 16 Mani titreet. Hwe��ide,Cnl�lorma 92501 UPLAND CALIFORNIA 91786 • PNON�(71 41) License x 1512 Telephone 1/14) 781-1930 °140-2149 C C to RCE No /¢� DATE &--7-8* FILE No 85134.05 BENCHMARK : O o BASE LIME ROAD8 p + a dill h� each(141r)-i �� ^, >>I0 Cy g/9� \„ -T- - - t M A I � Ott �t �� �i+ ,II ► M _ - _ Q � ��`� �" �� I+�' ,�� it y��►� ��I ii I�, t�`+ ,� III 25,72 , ILJ W e 2" W'� CHO,G(T`j P•) 7 z J J 11 PAZ U NA ---_ _ / I h0 lip Int lu 3� lu+ IM �t ���,� I 1 I 9j4 /Z /Z 1 /q 1 �272 3 3/ Z yq ?ir �✓� /?' %z" �i -/1411 O tk i� All �l C G D ri X53.1 I tL E I� L.,4t',A 7 8 9 10 i i i 3z 5 33„ Q �J �E' s�� .c ;� 8 i yt; M�� L l ►-Il )krf 10 1 1 12 13 N ` �>AT10 u, TR' Ng 12670-2 TR. NO 12670-3 NDSC0 -q\1A 1,11840 LU e a t 1 Signature * Date OF CA I`>UN L�l�ll`� r5 VIt"itill DESCRIPTION of REVISION DATE APPROVE CITY of RANCHO CUCAMONGA , _ TERRA VISTA BASE LINE ROAD IRRIGATION- PLAN APPROVED BYATE _3�G Randolph CITY INE RCE No 23889 Hlubik MWOLE AND ASSOCIATES, INC. RECOMMENDED CAL,E• 1"= 2 OF SAN BERNARDINO COUNTY IP Associates Inc. CONSULTING CIVIL ENGINEERING Landscape Architecture DRAWN AND LAND PLANNING SHEET 545N.Mountain Ave.,Sults 105 dm 6liii t, ivetwFjolulida, Suhte'lU5 � UPLAND CALIFORNIA 91766 �s 2Q 3616 Main Sheat, Hwe�side,Cahlumiff 92501 PHONE'{714) -1,111,-00-1-4-1 �F License x1512 leferphune(/11) 7fi1 1930 CHECKED RCE. No �'¢� DRAWING NO. DATE A b FILE No $S 134,-Q5 839- L-/rS i 1 BENCH MARK : I 1 O 0 Mpn-►u►Jt ( P.� � �Y 0 N �� I'� III � I� � � 'lip �i'' � ►� �' I'' � II y2il SII �,I ��I ,fir �, � I �� �,I d 9 .I to 2 Q 'Z t ---- _ -71 ---- 211 ---- . - -----.. -, - A i2 - - --- — 2N - - --7 . __.._ I) " '- �_ a�9u ��9111 II�Z�in 11i� �,I fit ► �1I n�911 6 - Val ��► �. .i� I r: W ,y 9 /9 l T ���� ��I BASE LINE ROAD � Qpttm H NOU-Itt IBJ f uu— a1.l_ ovir" 1 a cow�� , LZ 314 *4 � I N— �2 �Z M /z ' ..._ y �/4 Q, . /4 T R . A10. 12670 -- 3 A ��� Imo` 6TT � OHI DESCRIPTION of REVISION DATE 1APPROVE �pNDSCgp� CITY of RANCHO CUCAMONGA HLU8/KNo 99Cy W ���° 'sa TERRA VISTA ig ature ' BASE LINE ROAD a Of1.�Fp��`� C" IRRIGATION PLAN APPROVED 8Y ATEq_3 -8 Randolph GTY ENG;NEE RCE No 23889 V Hlubik MA LE AND ASSOCIATES, INC. RECOMMENDED Associates Inc. A +�_ 0 SAN BERNARDINO COUNTY LP I� CONSULTING CIVIL ENGINEERING Landscape Architecture DRAWN AND LAND PLANNING SHEET M1�:.n.11 11111 Hc111,m1a, S111te :U.1) 545N.Mountain Ave.,Suite 105 3blb Ment 5treel HivetSule.Catlfurma 9'1501 UPLAND CALIFORNIA 91786 '�� F 20 L1ce1,se0IS12 1elephtme(114) 181-1930 PHONe(714) °14�-2I49 CHECKED RCE No DRAWING NO. DATE a es FILE No 85134.06 BENCH MARK : f I , 4' 1 Q �z ... ._..... - Z � � i '�� ,�I► wires � �..�.c.E N .ia,� � ______y--- J Q BASE LINE ROAD Y I MIL L /KEN Q VENUE DESCRIPTION of REVISION CATS �PPIROVE DSCgpF CITY of RANCHO CUCAMONGA . h���o�e�Nwei,�No g9cy ° 's TERRA VISTA n °c gnature BASE LINE ROAD ate �TFOF CA��FIRRIGATION PLAN APPROVED BY DATE q-3-8�, Randolph G TY ENGINE E RCE No 23889 Hlubik M BOLE AND ASSOCIATES, INC. RECOMMENDED Associates Inc. OF SAN BERNARDINO COUNTY L, CONSULTING CIVIL ENGINEERING Landscape Architecture DRAWN AND LAND PLANNING SHEFT 11111 Holovi ta. 5kiltr :05 545 N.Mountain Ave.,Suite 105 3dtb Mdal bl�eet �1i�ri5i�lb,l alilurnt/14) 7ri1-1930�a 92501 UPLAND CALIFORNIA 91766 1'"`1 0 OF 20 PHONE(714) -140-2-74°1/¢eI \ la'vntir. K15t2 Ir1eNh�x,trCHECKED RCE. NO _� DRAWING NO. DATE � e� FILE No -- 85134.05 I LEAD ANCHOR [EXPANSION SHIELD) BOTANICAL NAME SIZE DETAIL REFERENCE REMARKS a ► 3/16" STAINLESS STEEL EYE SCREW SHRUB OR VINE HEAVY DUTY, GREEN PLASTIC, -UCiP� Uh LP �t�UI-� I� 1�7(.'iP[ �� I 1 , 71-� ("'IIF I,•I! Z �� • �.�, RIBBON TIE �0� -,'E„gA / 16ULAA A C I l L�LITIIrl> 614 NI I N 1,-8 ' MW ( l.[1 % 4 IA�E�'�ot:,(''IIA IfJr/IGA `I,.IA rlE o Imo' 16 'k C + IBJ , -7 5 rllIS 7 GRAN PLANT TABLETS : GAL 6 PER S GAL , 3/4 �:-� 3 PER 1 � . • e441ZJec' 9 PER 15 GAL '.•'i� - NOTE: AZAL4A \0P0C:,K--7 H :ar' r 61k, UU, eusa OONNC_REU MASONRY REMOVE NURSERY SUPPORT STAKE; %A' SURFACES TAKE CARE NOT TO DAMAGE THE PLANT �u�, I. `�.' I,1. P1�lSH ,A EARTH WATERING BASIN ORROOT BALL I THPLANT VINE IN NNG A 61 p �� %+�F� l ��PWAH9 6iQU� ' S—*A, �A U- 1.x (RAKE SMOOTH PRIOR DETAIL (THIS SHEET] . ' TO SEEDING) OS �M P�� L, P` ku U. 4 P.�,ISH'f 4" ALL VINES SHALL BE ATTACHED TO I �M SRA. `��� � DW CAU. gyp` LL FENCES, WALLS, OVERHEADS OR OTHER (U IJ_ 4I�hM1 - II_ VuI iII IIII ADJACENT VERTICAL SURFACES AS ►lDl� =K �VQu � �✓ GI{kt,, VN I -, �I�I IA�11t FINISH N I SH GRADE PER DETAILS NOTED. 2x � - 111111 / V COMPACT BACKFILL MIX / .-.r 1 FIVE [5) TIES [MIN. ] PER VINE. r it00TBALL (PER PLANTING NOTES) VI0b:-;,�� � I CTIA UU. ��I-I SAI N� k� DI ROOTBALl� - SET CROWN ` Ti FLUSH w/FINISH GRADE il, ! ; h`1� 'I ,til� UI�GiLI�i-GI I GIA L, �' •�' �S >AGIAI►� �H� ,i ( OVER-EXCAVATE AND 2X _ _ RECOMPACT NATIVE SOIL HEAVY DUTY, GREEN PLASTIC, OOrtBALI P)P A RIBBON TIE 6 QNIA ��� (2 �,OI„�' �DI''I ''E'v I�C1S Ly 1(0" 04111 WOOD SURFACES 1 1/8" STAINLESS STEEL EYE SCREW 4•V% 1-NaU,ED 13ERMuI�A nj 12 / 000 APLANTINGSHRUB B Ve TIES ' >r eizEY izzim yf8+, M4X.Jdt�tT hlit7TH; ;mcx- F=S 4,"o I" r4t4(- VAP_IA7. 10t4 IN NOPE: THIS DETAIL EXCEEDS THE MINIMUM REQUIREMENTS SET FORTH BY THE CITY MILL) 0!'MAX- I--1AN.D �O '✓ P-.1�=J..-IIS Of RIVERSIDE PARKS li RECREATION DEPARTMENT FOR STREET TREE PLANTING, PVAc�o AND F17T � NOTE: (I�TA<-�- ��Y �I� p` �' d� >1 IN I �` AND HAS BEEN P VED FOR USE IN LIEU OF. STANDARD DETAIL #501 y,VDQY P�C.KFrD n,b�TAa� ��' �X�� ... TREE (PER PLAN) _ JOINT;, 7 exbLEGEND PLANTING 'l ? _ Cllr 1^✓�� BLACK), STAPLE PER MFG. C.Ot�[T11�ll.Ch3S. '/i' J� M no. 210 1. '�.:' =• r RE 0 U 1 R E M E N T S_ 14 TIES 1r,fo� EXCa>= I ORAL - ALL WORK SHALL BE DONE IN ACCORDANCE .WITH APPLICABLE 6. THE OW IJ P: I E�I?I V SHALL APPROVE THE LOCATION OF ALL CITY AND COUNTY CODES, AND THESE PLANS, OF THE ONE GALLON, FIVE GALLON, AND FIFTEEN GALLON PLANT PER 5 GAL, ,4 TIES PER a o� z'� MATERIAL AS APPROXIMATELY SPOTTED IN THE FIELD BY THE 15 GAL TREE: ) �' STPD SETT-tT.tc, d CONTRACTOR ALL BOXED MATERIAL SHALL BE STAKED FOR LACA- • ` • `- a: A. THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE MID VERIFY p�,� M- o : I TION APPROVAL, PRIOR TO PLANT PIT EXCAVATION. PRIOR TO u" CROSS TIE - ON DIMENSIONS LAWS PRIOR - _ - � �., • :' .• . ���� •.:�.: :�' ::• :.�.�•. . . •. : . • � .•� : -�Y�� •� C(k'MENCDEMENT OF ANY DWORK SIUNDERSTHIS CONTRACT. PLANTING, THE OWNER'S REPRESENTATIVE WILL SELECT THE BEST , TO PLANT BETWEEN STAKE 6 TREE _ _ �� SIDE AND FACE ALL SPECIMEN TREES. 1 B. THE CONTRACTOR SWILL CARRY ALL WORKER'S COMPENSATION, PUBLIC ], ALL (,ROUND COVER AS NOTED 2" 01A X lO' LONG '� 1 --� a ���� LODGE POLE STAKES LIABILITY, AND PROPERTY DAMAGE INSURANCE AS REQU I RED BY OWNER. IN THE LEGEND SHALL tE ROOTED TIP CUTTINGS FROM FLATS AND SHALL BE PLANTED IN STAGGERED 7 GRAM PLANT TABLETS H A R D S C A P E SECTION C. THE CMTRACTOR SHALL_ APPLY FOR ALL PERMITS AND PAY FOR SAME. ROWS CONTINUOUSLY UNDER ALL TREES AND SHRUBS IN THE AREAS AS DESIGNATED ON THE PLANS AND AT THE SPACING INDICATED � [6 PER 5 GAL , 9 PER 5u01�.: I�- I' - D. ALL I RR I GHAT i QN WORK SHALL HAVE BEEN INSPECTED AND APPROVED IN THE LEGEND, 15 G A l TREE] BY p��-� Rf�, p,TNe, PRIOR TO BEGINNING ANY GROUND g, TO ALL PLANTING AREAS AND PRIOR TO IRRIGATION SYSTEM IN- F ARTH WATERING BASIN COVER PLANTING WORK. STALLATION CROSS RIP OR OTHERWISE TILL .12" DEEP. AFTER 24" (RAKE SMOOTH PRIOR CROSS RIPPING, ROTO-TILL SOIL PREP AMENDMENTS 4" DEEP. 4 TO SEEDING) ��g � E. THE OWNER'S SUPERINTENDENT AND THE OW FI Fri �TA?��ti WILL (SEE SOIL PREP/BACKFILL NOTE) - INSPECT THE PLAITING WORK, PRIOR TO STARTING WORK, THE GRADE s CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT AND CO- FINISH 9. FOR BACKFILL AROUND TREES AND SHRUBS, USE THE FORMIULA AS INDICATED Sr�EET ikl "� n �T�T ORDINATE ALL. INSPECTIONS. IN THE SOIL PREP/BACKFILL NOTE, MIXING SHALL BE DONE AT ONE ( ' �I COMPACT BACKFILL MIX M1=o�1V - - LOCATION, ( P E R PLANTING NOT E S) -- n F. THE QUALITY OF WORKMANSHIP AND MATER I ALS SHALL BE OF THE 2x HIGHEST STANDARDS. CO-OPERATION AND FLEXIBILITY IS EXPECTED MAI SCE PER 10D _ THE MAINTENANCE PERIOD SHALL COKO ENCE ROOTBALL ' _ ROOTBALL, SET CROWN OF THE CONTRACTOR TOWARD WORKING WITH THE OWNER/oW45r_le-, �' —r-- I UPON THE OWNER S AND � s DIA f LUSf� W1F I N I SH GRADE S} .L LP �I$. �GY> >� I fTfct �ITA.`I�Vr IN PRODUCING THE BEST POSSIBLE PRODUCT. THE U�,INEJz 1�,TIv� WRITTEN 110 r _L -APPROVAL OF ALL PHASES OF PLANTING INSTALLATION AND SHALL BE _ �s R FOS A� Op I�ru I L.JD " I OVER-EXCAVATE AND _GRADE SECTION ���� � �, G. UPON COMPLETION of EACH PHASE OF WORK, THE CONTRALTO SHALL m, 24 I RE(:OMPACT NAT i VE SOIL S: �_ I+ Gp �D�/�-�i �� -1'p THOROUGHLY GLEAN THE SITE OF ALL ACCUMULATED RUBBISH, DEBRIS, 2x Gr-IOrfir� 5 ►� I zip P�t-I� AND OTHER EXTRANEOUS MATERIAL. khoOTBALL DIA 4---At j f:;LGD f� A�� 2. SCOPE, OF WORK - CONTRALTO" SHALL FURNISH ALL MATERIAL, LABOR, C TREE PLANTING © D MEDIAN GRADE & HARDSCAPE . o OF THE PLAN I ON, EQUIPMENT ADD PROPERTY TO COMPLETE THE LANDSCAPING OF THE PLANTING AREAS AS INDICATED ON OR REASCANABLY IMPLIED BY THE DRAWINGS AND/OR NOTES. A.. INCLUDED AS A PART OF THE WORK, BUT NOT NECESSARILY LIMITED BY IT, ARE THE FOLLOWING ITEMS: NULTI—TRUNK TREE (PER PLAN) FINE GRADING OF ALL PLANTING AREAS; PREPARATION OF ALL PLANTING 12" LONG X }"p REINFORCED AND TREE HOLES; FURNISHING AND INSTALLATION OF ALL REQUIRED RUBBER HOSE OVER WIRE @ PLANTING BACKFILL MATERIALS, TREE STAKES AND MISCELLANEOUS TRUNK (TYP. ) OR 3/16"9 x i}" MATERIALS; FURNISHING AND INSTALLATION OF ALL PLANT MATERIALS; GALV. LAG THREAD SCREW EYE IF PROVIDING MAINTENANCE THROUGHOUT THE SPECIFIED PERIOD; CLEAN- BRANCH CALIPER EXCEEDS 2"0 UP AND WEEDING OF ALL LANDSCAPE AREAS; GUARANTEE OF ALL PLANT MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR. GALV. GUY WIRE (NO SPLICES) LOG. w d W/ TURNBUCKLE 3. THE CONTRACTOR SHALL REMOVE ALL WEEDSDEBRI , ROCKS OVER 2 DIAMETER, �� K rto1 - I _— d LEGALSAND MANNERTPRIOREXTO ROCEED I NGEOUS RIAL WI THFROM THE JOB SITE IN ANY.WORK UNDER THIS A MP`i�G� 1°E- i 1�-l..t i� }'�Dr'► ;i�2'�8` ' d �j��141`) ��2 G7T' -- — �;W66 J LJ 1. CONTRACT, 7` �" X 36" WHITE PVC SLEEVE A (1 EA. PER GUY WIRE) _ _ _ 4. THE OWNER SHALL PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF d FOOT OF FINISH GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE A r „ ^ , ,d 7 GRAM PLANT TABLETS FOR FINISH GRADE, INCLUDING ANY M I NOR ADJUSTMENTS TO EARTH 0 AT E 1APPROVE —' (12 PER 24" BO;:, 15-30" BERM AND SLOPE SHAPES. PROVIDE FINISH GRAD IN PLANTING CITY 1 RANCHO C U C A M 0 N GA 18-36", 21-42", 24-48") 1/3 MTROOEN StAWLfMD AREAS 1% MINIMUM FLOW. FINISH GRADES SHALL BE 2" BELOW 1,t1DSCgp AND APNERALIZED ADJACENT WALKS, CURBS, DRIVEWAYS, ETC,, IN GROUND COVER ��� NHluei "_4 — EARTH WATERYNG BASIN — RAKE SAWDUST l AREAS AND 1" BELOW 1N TURF. ��� `y TERRA VISTA SMOOTH PRIOR ':0 SF.EDTNG i/S MEAT S TIMES DIAMETER Of ASE LINE SAD _ FINISH GRADE 1/3 Nt�RvSVC ROOT BALI. 5 ALL TREES AND SHRUBS SHALL BE PLANTED PER THESE NOTES AND AS B R 4" / OIAAETER OF ROOT BALL DETAILED, ALL PLANT MATERIAL SHALL BE OF THE HIGHEST QUALITY $ignatur _ AND LARGEST REASONABLE SIZE AVAILABLE FOR THE SPECIFIED CON- �` Date 1 j STAKES - 2 X 2 X 30" RWD OR PLANT SLIOHTL V ABOVE TA I NER SIZE (WITHOUT BEING ROOT BOUND). SHRUB MATER I ALS SHALL 1" X 30" QALY IRON- PIPE SOIL LEVEL BE VIGOROUSLY GROWING, HEALTHY PLANT MATERIAL, FULL AND BUSH(;WhTW USED IN A OF H I NES WHO NURSERY/MONROVIA NURSERY COMPANY QUALITY, OF CA UFPLANTING DETAILS I COMPACT BACKFILL MIX OR EQUAL, THE WtOZY- Wge; r*-nw-WILL APPROVE ALL PLANT :mss-.. (PER PLANTING NOTES) THIS DETAIL IS 70 BE MATERIAL WHEN SPOTTED FOR PLANTING, AND WILL NOT HESITATE TO APPROVED BY GATE - . i y 2x ;;;..: •.<<<�;:;. :. .• DEPTH OF ROOT BAIL REJECT ANY MATERIAL OF QUESTIONABLE QUALITY, OR OF LESS THAN Y-3 — ROOTBALL _ EXTENDm 1N WIDTHS , ,.�. ROOTBALL SET CROWN FLUSH THAT THE SOIL MIX /S I ; ', THE LARGEST REASONABLE SIZE MATERIAL AVAILABLE. ALL SPECIMEN Randof h GTY ENG,NEEZ RCE NO 2�8?9 D A. :;;.... ,;. :.>: -_..F�;; .,, W/ FINISH GRADE CONTINOUS FROM PLANT I I!I MATERIAL TAGGED BY THE D�,I q` FfPl4l!' gngr, FOR THIS PROJECT S RE COMMENDED `r'�� ' ' I�,s TO PLANT !II TWICE DEPTH OF ROOT ' DESIGN LE AND ASSOCIATES. INC. ' OVER-EXCAVATE AND RECOMPACT I �� '; '� � WILL BE AVAILABLE AT KEELINE-WILCOX NURSERY, BERGEN NURSERIES, HlUblk � OF SAN BERNARDINO COUNTY n NATIVE SOIL I i I I BALL OR OTHER SOURCE EQUAL IN QUALITY. A LIST OF SOURCES WILL BE L 2X KEEP SOIL MOIST, 11 SUPPLIED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PURCHASE Associates Inc. CONSULTING CIVIL ENGINEERING R001'BALL DIA. NOT WET TAGGED MATERIAL, ARRANGE DELIVERY, PAY FOR SAME, AND INSTALL Landscape Architecture DRAWN AND LAND PLANNING SH fv1,a�•,tu, Inn Hownda,Smte ZOS PER PLAN. UPLAND CALIFORNIA 91788 P- �T • 3f.lb Man,5uart. R,vers..+e,Gahfum,a 92501 PHONE (714) `��-2"14 '1 �1545N. Mountain Ave.,Suits 105 � �F 20 MULTI-TRUNK TREESACIDLOVING PLANTS. PLANTINGNOTES L.censex151'l Teleph"ne(ll4) IHf-1830 C IC�CED RCE. No /4tB�,E t DATE 7-29-� FILE No X44 ` BENCH MARK : I d LL L 1- 5PI2114 mg4i - �5r,QZ_ F p I *gyp f-N'4P 6-MUPA G7rZi°NI P I hU Ihl%_ W BASE LINE ROAD �' olI Io' o" � 0 3'-0'� 3.2 0 � •'� + W. x 00 - r 0 . t i T Q Q _. - l L •� _ - .. s ...._- _.. �.-. - .... �..0-s.... - ...... } { ..... .._- "17�777777 P1 v Q 151_1 N�1 Z T EMF PQ R K 8 rur ��vi 'gv ' 40 rrar t h ' ' � �)4ydroseed Note & ...... J w 1. -ALL TURFGRASS AREAS AS DESIGNATED ON THE PIANS SHALL 1 BE HYDROSEEDED AS FOU-DWS: . 2. PREFARE SOIL IN ACCORDANCE WITH THE SOIL PREPARATION NOTE. SMOOTH ALL SURFACES, FINISH GRADE SOIL PREPERATION : ai , TO I" BELOW ADJACENT WALKS, DRIVEWAYS, ETC. ROLL AREAS TO EXPOSE SOIL DEPRESSIONS/SURFACE IRREGULARITIES; FILL ALL AREAS TO BE LANDSCAPED SHOULD BE C►20SSRIPPEO OR OTHERWISE LOW SPOTS AND EVEN IRREGULARITIES. LIGHTLY RAKE AREAS TILLED TO A DEPTH OF 9 - 12" . FOR GENERAL LANDSCAPE , THE PRIOR TO HYDROSEEDING. FOLLOWING MATERIALS SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A 14INIMUM (,on DEPTH BY MEANS OF ROTORTILLER . 3. THOROUGHLY MIX AND EVENLY APPLY THE FOIL LOWING HYDPO- OR EQUAL : SEED MIX TO ALL DESIGNATED AREAS FOR TURFGRASS HYDRO- SEEDING: AMOUN_L1000 SQ. FT . CELLULOSE FIBER 30 LBS/1000 S.F. ALL TURF AND GROUNDCOVER CU . YDS . NITROGEN STABILIZED 16-20-0 Av"ONIUM PHOSPHATE 7 LBS/100 S.F. AREAS ORGANIC AMENDMENT DERIVED FROM �j �j �j t211y �j I (Ila,IP�r 1 REDWOOD SAWDUST ,' FIR SAWDUST , OR � tdd j.�0+•� � 1 IBDU 31-0-0 SLOW RELEASELBS/1000 S.F. CEDAR SAWDUST '� � �lQl'I�j e-17 . SOIL SULFUR 3 LBS/1(J00 S.F. i 15 LBS . 12-I�L-NZ 6or1 .FfM IZ� _ — AG, GYPSUM 25 LBS/1000 S.F. THE BACKFILL MIX FOR USE AROUND THE ROOT BALL OF TREES AND SHRUBS SEED MIX PER LEGEND 12 LBS/1000 S.F. SHOULD CONSIST OF THE FOLLOWING FORMULA: DESCRIPTION cf REVISION 6 PARTS BY VOLUME ONSITE SOIL DATE APPROVE 4. HYDROSEEDE D ARL=AS SHALL RECEIVE SEVERAL OONSECUT I VE 4 PARTS BY - VOLUME NITROGEN STABILIZED WATE R I NGS THE DAY OF THE HYDROSEED I PIG TO THOROUGHLY ORGANIC A M E N D M F N T `p,N 0 S Cq pF CITY of RANCHO C U C A M O G A SATURATE THE SOIL. ' AFTER THE FIRST IRRIGATIONS, WATER 1 L B . ; I'L-I!�I�L PER C U . Y D . ��� QN A LU Rik q9� ND SHALL BE APPLIED AS OFTEN AND 'IN SUFFICIENT AMOUNTS AS OF M I X COND I TI ONS MAY REQUIRE, TO KEEP THE SOIL MOIST ABOVE. 2 LBS . IRON SULFATE PER C U . Y D . OF MI co Q�� sa � TERRA VISTA AROUND AND BELOW THE SEED/ROOT SYSTEMS AS MAY BE u' ' Cl) NECESSARY FOR PROPER GERMINATION AND PLANT GROWTH. THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE CC - Ig alure 4 BASE LINE ROAD FOR BACKFILL PURPOSES . +` Date 5. THE CONTRACTOR SHALL RESEED ALL PDN-{FERMI NATI NG OR ERODED AREAS WITHIN TWENTY (20) DAYS OF INITIAL- HYDRO- SEEDING. YDRO-SEEDING. TURFGRASS AREAS SHALL BE FREE OF BARE SPOTS �rFOF CA1ffSLANTING PLA AND FULLY GERMINATED PRIOR TO FINAL ACCEPTANCE. zep7 N �� 11 APPROVED 8Y DATE u 6. WHEN HYDROSEEDED TURFGRASS REACHES A HEIGHT OF wl BEGIN MOWING AT A MINIMUM HEIGHT OF 2". REFER TO r ' IG�'��205Rando h CGTY ENG:NEER RCE No 2M889 MAINTENANCE NOTES FOR ADDITIONAL MOWING REOUIREMEPITS, Hlu kMA15W AND ASSOCIATES, INC. RECOMMENDED SCALE i'-ZO' OF AN BERNARDINO COUNTY LP ASSOCIateS Inc. CONSULTING CIVIL ENGINEERING Landscape Architecture DRAWN AND LAND PLANNING SHEET ti11 ...1,1, I..,. 1+„ „11.1., >•Ili,• . u', 945 N. Mountain Am,Suits1O, tt,►t, Ma 11 S,I.rrl 1(Iv.n .111r ( n�11u1md y1bU1 UPLAND CALIFORNIA 91786 PHONE'(714) �F L.c.an�e 1!,17 I..ICI�hu„e(/14) /tl1 1k/1U C►� �p CR E No /4eY V DATE 7-302?r;! FILE No d39- L r- e ! dd 1At- 1rr•c- . i N i. I i r r K-K r-\/I&j 5 UPL, ��Ir ��ur� Ih� ` L►..vI�1' v F, I`°►� �°a1 u�TT,rh �� v.�., u��t u�uI� OOT C"UTTTI vlh la OIC/1 O f _ 1• ii 1! i Qe. Ir V> )100P SLI ,. 41 1.1 Aot^ PSI BASE LINE ROAD 6j fz E ! f!;PWE' �v Z Q � 'sl 3P !3 3 �4 TP " 0 , / 23I� -- NO . 12 -31re — I/ V41 FNc�/A o i DESCRIPTION of REVISION OATS 1APPROVE ��,pNOSCgpF CITY of RANCHOCUCAMONGAo aure TERRA VISTA Date BASE LINE ROAD OF CAL PLANTING PLAN APPROVED 8Y ATE -3-$Co Randolph CITY ENG;NEE RCE No 23889 Hlubi kDOLE AND ASSOCIATES, INC. RECOMMENDED Associates Inc. SCALE f=20' OF SAN BERNARDINO COUNTY LP CONSULTING CIVIL ENGINEERING Landscape Architecture DRAWN AND LAND PLANNING SHEET Mi... ,n gni I(uluuld h pile :Ub 545N.Mountain Ave.,Suite 1O5w OF 20 Ab Ib Mani 11irri H vriti lr l ahluind 91501 UPLAND CALIFORNIA 91786 P—3 lcrnse rrlbt7 Ta1Ct�hunt(/14) Ibl-11)30 PNON�{714) a1�o-2"I4�1 C I(E 9 RCE No DATE FILE No S�" - L-113 BENCH MARK : 7 t r• l� ISL 'JkK evAr�' < ,` IrlMAC 2f*,* Ill uwt '- I COV'LL1 �• 4 , • 'r_.. . . .••--moi-Ilk - - -_ • �• 1 . _ J / , Q l urea 12 IP �i"�1U.11.P O J eo6 e,4g40-f 401AL � , +ln:l ►J-(U�k r5w �� RcrfAL 15U1E + 20 I urs o�ik� 'b�.�t�� L� ' 11P ' N '� p G°� P� Uh ' H, .. ....... • orlt¢ 17 r t . . •��� Int 1. Q ►�t t H f t i f r _ •1 — 1 4. L• - r (n W Z BAS LINE ROAD E �P�rl IP 'purl Ih� okJ' � I� �o�l ` J ~) T Zia TTI IL' O.U. a i I 0 17 . LL 0 7 � P , L TR . N0. 1231 -9 - 3 T R . NO . / 23 /6 9 mus �r.�El.is me ,., aw Q o ylyn DESCRIPTIC) N cf REVISION GATE APPRO Rik L O�pNURik CITY of RANCHO CUCAMONGA ��Q`�•O�QN HUBN/J q9� �I` �. " TERRA VISTA BASE LINE ROAD PLANTING PLA_ N APPROVED 8Y DATE -; - 4 Randolph GTY ENGNEER RCE No 2Me89 /� Hlubik AD E AND ASSOCIATES, INC. RECOMMENDED ASSOCIateS Inc. SCALE 1#-2O' Of SAN BERNARDINO COUNTY LP CONSULTING CIVIL ENGINEERING Landscape Architecture DRAWN AND LAND PLANNING SHEET til.', t l„...1., 1, r, i.45N. Mountain Ave„Sults UPLAND CALIFORNIA 91788 6 P-40 F 20 it-,It)M,, „ ',,,,,a., 14 „•r•,,lla- l .,ult.fI.I•,92`,ul PNONe (714) -,:k, _ —7— �u,cntir• • 1'tl:' Irlr"liti.mvI,'M /ti 1-IV Su C�tE, KED RCE No / �iG.l.i�C, lftiJ DATE 7-24-b5 FILE No BENCH MARK : b7 A'aP pf� uh ' rN' iib ��NAu•� E.�•II�IAI- ATE � 3o�'b �f.1.1'rUGV (3t,uF.�►R�� `��'Al, b1,t1E� 17 PI.�lI—IP �Gk�l l•� t: I i NC' L p G�PZlF�I! i fit-1.010 I o . 11A o c� r I R.. Y •F: f 3� 4 1 � i v = . t�� I BABE LINE ROAD zr 17 '09 • y` �. I C • • I r 6 a. I• V i 4 f ' I • 17 r1mTr,5 0!01!� p 31 � G4PL, CaOL, 15 Up L, e2 &v&L �orC !0 r1 SOA U 6or-v, •cATl 1. PZPI-� 11+1 GUS 5 ■• i O . Q ��� � �� LAW-►`> {-K�I��> ,�i�/P.�'i . DESCRIPTION ct REVISION Q4TF JAPPROVE 0`p,NDSCApF CITY y of RANCHO CUCAMONGA Q��Q�Hl UBk,Vn 99cy . R i , W Q . a�• TERRA VISTA Date BASE LINE ROAD OF C At\F���\P PLANTING PLAN APPROVED 8Y 0ATEcI/-3_8(e Randolph GTY ENG,NEER RCE No 2-3889 HlublkMAD AND ASSOCIATES. INC. RECOMMENDED Associates Inc. SCALE_1*-20' Of SAN BERNARDINO COUNTY —LP CONSULTING CIVIL ENGINEERING - Landscape Arc"'itecture DRAWN �NANDLAa DPL NI eG SNFET 1.. UPLAND CALIFORNIA 917e6 /1 1 f. . -Jil I-toI .nL• l,.Jh.lnley?`,O1 PFIONe(714) A�� �`*.i -�1 P-5 of 20 1 rlr.l w I'll,' Ir.i•t{/h Nlt l:141 H1-ly3U Cu{ Kf^ RCE No r`Y�t' V+k DATE 7-2(p- !7— FILE No I I BENCH MARK : W ����uf.�•1�►J /o � , 1 r IA e=o4 + { � �JF F ' BASE LINE ROAD �1 T. ll f 1 tf' a 1 • IIl IU � J AL. I �w. a t� To p s Z J U _ i i I 11 1)I • 1 7 TF1 T k� . r Js� 123144 SPRUCE Q v�Nt1F LD pn�v► � s V���/ DESCRIPTION of REVISION . OATS PPROvE VWSCApFq CITY of RANCHO CUCAMONGA ��!► o�QN HLUBIKNo 9C �y� TERRA VISTA ature BASE LINE ROAD � J Date SOF A` PLANTING PLAN APPROVED BY DATE4-3 -66 Randolph CITY ENG;NEE RCE No 23889 HlubikMA LE AND ASSOCIATES, INC. RECOMMENDED SCA E 1"- OF SAN BERNARDINO COUNTY LP Associates Inc. CONSULTING CIVIL ENGINEERING Landscape Architecture DRAWN AND LAND PLANNING SHEET 545N. Mountain Ave.,Suite 105 nn„� •„ 11 Erol""'t,, 51111`' :u5 �� UPLAND CALIfORN1A 9171lt3 P-f OF20 3Fi 16 Me.n Sheet HIVelSN1e Cd11tonud 92501 PHONE(714) a14<,o- 2"4-1 License .1512 Joieptfon"it 141 '8 1-1930 C C f(�D RCE No MY GATE 6-7 Bj5 FILE No 85134 �5 83� LI 16 BENCH MARK : , PF,, 11�11� 1- 21� f�k� � -4 I(o �_ qt_=UT�+A. pp.EJ�c r.lt�.TA In tir1T - P 2 O ILL P-1 K L a l 9'. f w Ap BASE LINE ROAD z w ��rl.� w� �� T�-r �►� J • • • E— >r) pyl -1 70- TR. 12670-2 f eCr!.0 4,1 14 40;6 HJL- oep'l ^ qAM fox Aqr 41AL '15 etbL, (P" 0-c" Iwo F�5 7 ecus Eff E a �"�' •GT`'' - _ 3/i3 • , Via,, DESCRIPTION of REVISION DATE 1APPROVE 0SCAPp CITY of RANCHO CUCAMONGA Q�Ht.uei,tN 9Cti 0 C =�r° 's� TERRA VISTA / 'Al- BASE LINE ROAD Date ��qrE OF 11,10���`! PLANTING PLAN APPROVED 8Y 0 ATE - -8Co Randolph CJTY ENG;NEE 0009 RCE No 2M889 Hlubik M OLE AND ASSOCIATES. INC. RECOMMENDED Associates Inc. SCAtE 1 Of SAN BERNARDINO COUNTY lP CONSULTING CIVIL ENGINEERING Landscape Architecture DRAWN AND LAND PLANNING SHEET M , .n•n Im.Nuikimid `•urlr. 105 �� 545N. Mountain Ave.,Suits .05 OF 20 UPLAND CALIFORNIA 91788_. it.lb Marr •1Ireeel Nrvrrtiult•.(.+drlurnrd 97501 PHONE(714) q4-, -�•0"4G1 .! l++.rntir •1517 ItilCirh+,w1/141 /tll•15130 Ck�CKED RCE No r C05 85134 ••y GATE �-�-�� FILE No s r f { BENCH MARK : � ICv D.Gr ,, ' I 0Lo l 306 t-tUu.00 .� �ER�EtiI AL � `�- �% OLdtoTg '"L bUlt' F,6-4D RSA r-o� Clou-_*IaI . � "tom No1'� P-2 O BASE LINE ROAD _ 0 � M fl 0 + p 1 + j r r V — _ a Qy r pit { yy LLJ Z 11111,11 ij�1.0 • Al" • • VM di • • . • . • - • t i 10 12 i 3 rr� ' jr 12 670 3 � r'T U�Ic5�t11 s•�t-rl P5 eFhi , Y06 i0ori IGi IGUS S Cv,A�,, DESCRIPTI ON of REVISION • DATE kPPROVE `aN0SC4oF CITY of RANCHO CUCAMONGA W TERRA VISTA re BASE LINE ROAD ate i °FC PLANTING LAN APPROVED 8Y DATE Randolph G TY E NG:NE ER RCE No 23889 Hlubik MAD tE AND ASSOCIATES, INC. RECOMMENDED Associates Inc. A E•. 1 '2 i CONSUNBERNARDINNG CIVIL O COU ITG Landscape Architecture DRAWN AND LAND PLANNING SHEET 545N. Mountain Ave.,Sults ,05 D_ M I,,,.r. it N elstiln hrrrlr .lia � UPLAND CALIFORNIA 91786 �$ OF 2O W 16 Mdnr :•Irvefl t'tIVCiJlllb l,alr►umre y2b01 PHONt'_(711) 94,,- -0—.4q Lrc.en5e •1512 Inkrphunr(/11) Its 1930 CHECKED RCE Na �4e,¢ DRAW IN G NO. DATE FILE No 85134.05 8�49D BENCH MARK : _ s @, Ilo 0.G. f�Tr � 1rN ��ts � '2 h0 `10,x Huu fv &"U PAI 30/6 Kfl TU, �-f F ULJJ FeCrTAt, 17W Q Vol "r 01 A 'µ'?:iii:i•. 1 i Y r N +�---- ..::. _ %� :: � i::� . . . . . . • • . Ill _ •���. _ . . . . . . _ .. �• � is . • •• . •��_.. . •, J I P-1 BASE LINE ROAD /001 .T •• •••• • •• • • • • r 14 17 v� rs • A 7O i� cam• . S etbL, 20 -eATI 20 Gts 20 "o-ap5 1006 . ;7 1 7 UIS 16fA, i::k"e5IaHrrp2- Grrr — 3/�/aG JOHN r- DESCRiPTi0No ( REVISION PATE -APPROVE �pNOSCAP CITY of RANCHO CUCAMONGA o�QN H L u 81k 4,o TERRA VISTA Sg,ature BASE LINE ROAD * ' ate — • �j4TFUF CAUF4��\! PLANTING PLAN APPROVED BY DATE ZI -J- Randoh CJTY ENGINEER RCE No 2M889 Hlubik M OLE AND ASSOCIATES, INC. REWMMENDED Associates Inc. EOf SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING andscapett tArchitecture DRAWN AND LAND PLANNING SHEET 545N. Mountaln Ave.,Sults J5 tt tt, M., i :�� .�, tt v,, •� tr ( .,�iti�„ua 9'1501 UPLAND CALIFORNIA 91756 P� OF �O uC PHONE(714) "4,,— -2 '4-1 h Lu.w„e a 1b17 Irirl, ,meg114) itl1-1430 CKECKED RCE No %¢� DR AW IN G N0. DATES FILE No 85134.05 4 2 Fog r-tmpgr 4-1�IGFI. ` - — �vu- IA ..IJ P✓ . " ✓ C � , rl lot y�0 l V' 3 Y4w r - IIS � IIS NOTE: � f L-4'! 01 � ASar I�'� /� l ��+ l2 /s� Q T. _ __ ._ __ �� -.._. _ __ ___._ • I/.4- ,. _ d W BASE LINE ROAD So z 7fl y y C j i I N— h I,Iv v i ry 32 34- 3 5 w Loa A o r � 1 r" 't✓ 2� 7 �G Cl— �"�A'�I v r 4, !�o T 7 '0 'I� Go►J�J'�-ALL:� / 23 /x -- . TR. No . VA L FA-1C1A A 05-1V U F- i DESCRIPTION of REVISION DATE [APPROVE oVpNDSCgpF CITY of RANCHO CUCAMONGA co Uj o y sa TERRA VISTA * � s r, ate BASE LINE ROAD ��qrF 4F 11FQ �A IRRIGATION PLAN APPROVED BY DATE L4—f_- s. ;. Randol h GTY ENGINEER !e ti RCE No 23889 MADOLE AND ASSOCIATES, INC. Hlubik RECOMMENCED Associates Inc. SCALE 1=20r OF SAN BERNARDINO COUNTY L, CONSULTING CIVIL ENGINEERING Landscape Architecture DRAWN AND LAND PLANNING SHEET Mr,..u.n iiui Hulun+ld, huirt 1Ub 545 N. Mountain Ave.,Suite 105 r M..... purr+ r+ v+ +S ru c; ir+rurnia 91501 L UPLAND CALIFORNIA 91786 t- 3 OF 2 O L+t:rnsr 81517 Talephune(/14) 7tS1-14!30 PHON�(714) 14w-2`14c1 CCK8/¢ ED RCE No /4 _ DATE 7/-- :)/`:.0 FILE No 85134 .05 1 -� TAPEFACE W& BUNDLE CONTROL WIRE QUICK COUPLER W/LOCK EDGE W PAVING OR � ALL @ 20' O/C (TYP. ) TOP AND RUBBER COVER ' ADAPT TO LATERAL LINE L , SET HEAD FLUSH WITH 'BROOKS' CONCRETE VALVE BOX FINISH GRADE R UAL WITH LOCKABLE ELECTRIC VALVE (PER LEGEND) FLUSH IN TURF AREAS 0 E , 2" IN GROUND COVER AREAS =�-`". `:; ISI-== III11=_ •�I - -�jl�ll� -x ( EQUAL) - - CAST IRON LID & CONCRETE - _ _ _ 'SNAP TITE' CONNECTORS & ` ' = FINISH GRADE EXTENSIONS AS NECESSARY. t -� £r _ .; � ,`-�`' - EXPANSION COILS, 15 WRAPS 1 AROUND 1-2" PIPE (TYP. ) I((II : _-- (�II�--=ALALIA FINISH GRADE III = — I ^ Z" IN TURF, 2" IN GROUND - 'BROOKS' CONCRETE VALVE BOX COVER AREAS WITH HINGED, LOCKABLE, CAST TURF POP-UP SPRAY IRON TOP (OR EQUAL) ( I 3/4" GALV. NIPPLE HEAD I — 7— _� iii ail l ISI Viii" FINISH GRADE II =�III1 PVC SCH 80 NIPPLE SIZE FINISH GRADE 30" LONG X 1" GALV, ANGLE AND LENGTH AS REQUIRED II VIII %2" IN TURF, 2" IN GROUND COVER I IRON STAKE w/ 2 S, S, BANDS DOUBLE SWING JOINT 2" OPERATING NUT GALV. ELL I 4" PEA GRAVEL I GALV. ELL & z 8" PEA GRAVEL :'' .�' - 2"x4" REDWOOD FRAME I GALV. STREET ELL PVC STREET ELL AND 18" MIN I. GALV. NIPPLE(TYP) ( -- 3/4"X6" GALV. NIPPLE PVC ELL ADFOT TO MAIN LINE CONTROL WIRE (TYP) I PVC TEE OR ELL ON MAIN LINE LATERAL LINE WITH PVC WITH GALV. STREET ELL TEE OR ELL TO CONTROLLER I MAIN LINE '! PVC STREET ELL I MAIN LINE WITH TEE OR ELL si SLIPxSLIPxFIPT GATE VALVE I •..;.:.1;__. __..;.,_;:_; CONTROL WIRE TO OTHER VALVES r_ COMMON WIRE TO OTHER VALVES DTURF HEADBVALVECOUICK COUPLER A GATE VALVE CONTROL NOTE: INSTALL CONTROLLER PER MFG, PRINTED INSTRUCT- IONS & PER LOCAL CODE, DOUBLE CHECK VALVE 6e,"TppP -Fo� TO �,�FZ4-4 • LOCATION TO BE APPROVED .- I N THE FIELD BY THE LAND- BACKFLOW PP,EVEiv'T ION DEVICE Wt'r1� �Hp�U r� -----'—'--•-- cLNE �.. ' . ;�:'i 1'r;r Imo' OR FA" u WAU SCAPE ARCHITECT PRIOR TO GATE VALVE (TYP, ) CONSTRUCTION, PAINT CONDUIT TO MATCH ADJACENT SURFACE, GALV, ELLS (TYP, ) FiNt�1i EDGE OF PAVING S 6 ' OR FACE OF WALL GALV, NIPPLES-4 PLACES WALL MOUNT CONTROLLERI py.� SHRUB HEAD Ew i y f H � H I-" .SHRUB HEAD OT7� e)E P4� <sIGhv.I ir MIN 121, M STREET Ell FINISH GRADE LOCK NUT 12RL " MIN. ABOVE F,G. PVC 7M OR L 1II ii l�II(I II III1 VI II��II`I� ll'I((I III) UNION ': ` I f i 1 � 120 VOLT WIRE IN RIGID CONDUIT (PER LOCAL CODE) F I N I SH GRADE ►ill `T1I CCVlMON WIRE/CONTROL WIRES GALVANIZED INLET AND OUTLET LINE, ADAPT TO DOABLE PVC STREET ELL III RIGID CONDUIT P,V,C, MAIN SWING JOINT • -, �, �� 12" MIN 61 Y'x2"xl2,+ CCNJC, THRUST BLOCKS (TYP, ) ZCH. 80 NIPPLE M10• r— -FINISH GRADE - �I`-- .; �... ..1 , . --_ _ LATERAL LINE WITH ,��•,s , e. - ..�� �- ' - •. _ - - _ PVC TEE OR ELL hl t -•-� •. spa : OF DIRECT BURIAL WIRING A' I I — IIII� TO VALVES DOU1111 SWIli* JOINT2 Px STRW &U x v ZouO �Si - - • • •- � HSHRUB HEAD ECONTROLLER � BACKFLOW PREVENTER G Hi POP VG'M 1, GLNLIvd- AL, WORK SiiALA BE IN ACCORDANCE WITH APPLICABLE S, Ii R1 :;,TION lk'_iCd, IS BA`:ED ON Psi P„AILABLE WATER PRESSURE i'i. Ul „IALJ k Ei/U I - UI'�RN AI'1'kJ.AL of I:u FINAL AS-BUILT DISCApF I SYMBOL MANUFAC`JRER - MODE_ NUMBER PATTERN RADIUS PS' f DE TAI_ REF REMARKS CITY AND COUNTY CODES; AND THESE PLANS. THE CONTRACTOR A11=,6 M. CONTRACTOR SItALL VFR1Fr PRESSURE PRIOR TO CONSTRUC- DRAWINGS, PR(AIDE ONE CHART PER EACH (_ON[ROLLER INSTALLED, SHALL 'APPLY FOR ALL PERMITS AND PAY FOR SAME-. TION;' `,fKIU I) A DISCHLI'AtICY EXISI, NUI IFY THE LANDSCAPE ARCHITECT A. THE CFIART IS TO BE A REl)l10ED COPY OF TIE APPROVED A\� O�� H� C Q. �{HLUB/�. I RIOT TO Bf-GINNING CONSTRUCTION. y AS-BUILT SYSTEM IA BLACK LINE PRINT REDUCED TO THE C-3 A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI WN- � 6 C�' O / G �i 2,(� rj� ��7� �J G A}v� t M X IMEM SLZE THE CONTROLLER DOOR WILL ALLOW, COLORED �J I�' i� G � )JAZ ,� 12 �JO li �`I I T Uf"` SIONS SFKr+rtJ ON THE PLANS AT TEiC SITE PRIOR TO COPMENC- 9. WATER METERS SHALL BE INSTALLED BY LIK-j '}�(I�-i C7 R r+ f� y q MLNT OF ANY WORK LNDCR THIS CONTRACT, WITH A DIFFERENT COLOR FOR FACN VALVE STATION). W C7 d cl O T �0 c� 12� I I� 1l). CONTRACTOR SHALL MAKE POINTS OF CONNECTION (P,O,C.) AT IVp WATER r_E7 1bi2 W/P n I�� �.(t7Z, Q1T1� �� ' B. WHEN COMPLETED AND APPROVED, THE CHART CES O BE B. THE CONTRACTOR SHALL CARRY ALL WORKER S COriPENSATION, r•>E TER, $gnatur � IEW.CTICALLY SEALED BETWEEN TWO (�) PIECES OF ZO MIL r \/, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE, AS ■ �� 1612 W/ 10 � , I�loz. H 12 30 �� `�I fjE0U1RED BY THE OWNER, 11. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING 12O CLEAR PLASTIC AND rxxxNTCD ON THE INSIDE OF THE CONTROLLER VOLT SERVICE TO Tit CONTROLLTR; ILIA IRICAL POWER SOURCE WILL DOOR USING VELCRO TME OR EQUAL. fat IW� � 15 I 4X?,o �jQ I I �,ZI ��� C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR BE PROVIDED BY TIE OWNtR WITH A �UNLTION BOX AT THE CONTROLLER I SAE. 1.00AIION AS SHOWN ON ITE PLAN. %® Lel 1�4W/15 4- IV 30 ! �1 2, SCOPE_OI_IRK - UNLESS OTHERWISE SPECIFIED, THE CONSTRl1C- 12, ALL CONTROL WIRE SHALL BE SOLID COPPER, PLASTIC INSULATED, OF r�OF C A1'1�o� r • 1 12 IZ � �b` C �I� 2 �y _ I TION LL 1GAND ES SYSTEMS LEMMA INCLUDE PTHEOI FURNISHING, DIRECT BURIAL WIRE. ALL C(XT114 WIRE (A BL BE lei 1112 MANIAC; c I L ✓� .�o�; i,-J �� INSTALLING AND TESTING OF ALL MAIN UNE, POINT OF CONNEC- ALL I'IL01 WIRE SHALL BE NJG H14, ItEll (Nt BLACK. � �1 I J' TION, LATERAL LINE, RISERS AND FITTINGS; AND THE FURNISHING 7' L i ) �` i-,c /, �i I-� t-y I� y��,[ ` ' 13, ntL. (aHrroL Wlkf AND IRRIGATION I INE RUNS UDDER A/C PAVING SHALL A Y • ICJ(J"T I/J I �Gn vGJ �Z� �1 1 I�I I,g V AND INSTALLING OF SPRINKLER EEADS, AUTOMATIC CONTROLLERS, �� - - --- -- - - cam, 11 I L p� CONTROL WIRES (TO VALVES), ELECTRICAL CONTROL VALVES, BE ENCASED IN SCH• 40 PVC PIPE SLEEVES, .87 `f-t/ rlo �o-zz [. 121' CXR I� BIUKFL(kl PROTECTION, EXCAVATION ANL) BACKFILL AND ALL OTHER 1{• FINAL LOCATION OF CONTROL VALVES SHALL BE APPROVED IN THE FIELD r`i/ �firl N Ki p WORK IN ACCORDANCE WITH 1FESE PLANS, DETAILS AND NOTES, F IJ �Vic�� �lr�� Inl JF �AINv�"I�J Gij(.���I�r�/'1 CJI ��i•_6 �{,� I �Kc BY fill - ��'^ �I� THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIP- MENT, PROPERTY, TRANSPORTATION AND PLRFO?rT ALL OPERATIONS 15. ALL LRASS OR GALVANIZED CONNECTIONS ,HALL BE COATED WITH TEFLON I + H ® Z" Wl .l�ltr'`�i 'J''�' �`� ���'�'i ��X✓UvLf'- � �I''u I � ' 1 `-'� � ��� I REQUIRED FOR A COhPIETE M1U OPERABLE IRRIGATION SYSTEM AS TAPE OR LCll-LIAsE JOINT COMT'UIND ((lft LOUAI_). ALL PVC THREADED 'U INDICATED ON, OR REASONABLE IMPLIED BY TYNE DRAWINGS AND/CAR CONNECI IONS SHALL BE COATED WITH TEFLON TME. �" _ T � � � ` _ .. ^ I a 1`I•J pCiA-1�p F'Ot1P�l.� ciE'f Ec,k- �/�Ly�i rr I��L r-�I�- l��W �G /G�tG� ��Y �/�� �D G.C/�F i�"1 W ���V1! NOTES, ABY IT, ASA PART OF THE ITEMS: IC�1 WORK, BUT NOT <! ,� _ " v v J �J^V V LIMITED BY IT, APC THE FOLLOWING ITEMS: 16, ALL PVC SOLVENT-WEIR CONWCCTIONS SHALL BE MADE WITH SOLVENT- L� �•�T E (A Pp R I V E GWELD MATERIALS AS RECCMMENDED BY TF1[ PIPE MANUFACTURER. j E A- f�IrOMA k, Wt47r--OLS \1ALVFiG/ I�IZE f�C 1 AI4 A. INSTALL COMPLETE OPERABLE INDEPENDENT, AUTWTIC, SOLVINI-WELD PRIMER `-:EIALL BE APPLIED AT ALL CONNECTIONS. I RR I GAT I ON SYSTEMS PER THE PLANS, DETAILS, LEGEND o f RANCHO C U C A M 0 N G A / AND NOTES, lI, 11PClrG COMPLETION OF THE PROJECT, CONTRACTOR TO TURN ODER TO , � � ' CITY UMNLR: > B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE a LL CONTRACTOR AS TO MATERIALS AND WORK!•YWSHIP, INCLLIDING A. A REPRODUCIBLE SET OF 'AS-BUILT' DRAWINGS AND CONTROLLER V , TERRA VISTA /, s srul�► sT f�I!� -113 �/Al,VE � LI fJ� SI�� ��'N I�/ �� �� PERIOD 01: ONE YEAR L1OLLOWI G Tit LATE OOFFIFINAL A CELARI, �- y �� ��� �� �� ACCEPTANCE OF THE WORK, B. 2 KEYS FOR EACH COJTkCTLLER. BASE LINE ROAD • I '- LVG (��I(ir (A� �� _72JE�F3, THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RE- C, 2 QUICK COUPLER KEYS MND MATCHING HOSE SWIVELS. HILL PJI.�/G. O 121, iZ'i x zn �'N� LAT I NG TO INTERPRETATION OF THE DRAW I NGS AND THE ACCEPT- D. Z OF EACH SPR I NKLEk HEAD SPEC I F I C D, X ABLE FULFILLMENT OF THE CONTRACT, I G ZGO CV6 A F,FAL LA► 6 2 rAII 4. PIPING SHOWN ON TEE PLANS IS ESSENTIALLY DIAGRO MTIC. 18• AS. BUILT D10114GS - TIC CONTRACTOR SILALL PROVIDE AND KEEP -- _— I 2�� G r'I�,iTJCirIE 1 MIfJ, i�' w )�Iz� . ' CONTRACTOR SHALL ROUTE PIPING TO AVOID CONFLICT WITH LIP TO DATE A CORRECTED 'AS-BUILT' RECORDVERY SET OF PRINTS WHICH IRRIGATION DETAILS V` L-,W WITH HE V R IOUSNDE AND IN SUCH A MANNER AS TO CONFORM SHALL AL CORRECTED DAILY AND FI NA EVERY CHANGETION, FROM THE VICINITY 1111 A P � .�/. ' I ,.� 1 - WITH TETE VARIOUS DETAILS. ORIGINAL DRAWINGS, PRIOR i0 FINAL INSPECTION, TIC CONTRACTOR -- ------ 315 � I 1- WI (ter-T Edi �I,� EE(rp WILL TRANSCRIBE ALL INFORMATION FROM TIE 'AS-BUILT' SET TO C� S, THE GE ANDCTOR SHALL AT ALL TAMES PROTECT HIS WORK FROM A RFPRODU(ABLE OZALID SEPIA, PRO(U<fU FROM THE LANDSCAPE E3 n _ �n M,� �� �,I DAMAGE ANU THEFT AND REPLACE ALEDAMAGED OR STOLEN PARTS ARIHITICT. ALL WORK SIALI BE NEAT nND LiG1BLE, LOCATING THE a p` `���% � L) JY ��/ O D"+t�E OFFr E(��IAL, � �L iJIKE X16" r1114 �vEF-) 6L�M(�i4*'I� pQL 14 Tau ISI/ ' IML"tom^' ✓ _ AT HI`, LXPENSE UNTIL THE WORK IS ACCLPTED IN WRITING BY FOLLOW1NG ITLMS FRO.1 PLKlANLNT PUINT`; OF REFERENCE: GATE THE OWNER. VALVES, MI IN LINE AND CONTROL WIRE ROUTING, POC, BACKFL(7W �/ DEVICF, CONTROL VALVES AND CONTROLLER, QUICK COUPLING VALVES, Randolph T Y ` ",.,�= ER ., �'' �' , ', �.,= ,� Rc� No 2 X899 — -- AND OTHER PERTINENT UNDERGROUND ITEMS. ��� 6, EXTRFJIF CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING M Hbi k OLE AND ASSOCIATES, INC. NEAR EXISIING LITILITS. CONTRACTOR Hlu R `,FALL VERIFY THE F R. COMMENDED IC -- LOCATION AND CONDITION OF ALL LITILITICS AND BE RESPONSIBLE U" OF SAN BERNARDINO COUNTY FOR ANY DAMAGE, Associates Inc. CONSULTING CIVIL ENGINEERING 7, THE CONTRACTOR SHALL KEEP THE PRFJMISIS CLEAN AND FREE OF Landscape Architecture 5;vAWN AND LAND PLANNING R= SH - T LXGESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS �,5 N. Mountain Ave.,Suite :�._ WORK. MI•. ,H.II lu" kolul"la, Smir :OU ` I ) SG , : IE: M..., )n,rPHONE ER14)14)i Hlvcn�l:le,Gatito,ma92501 v� UPLANDC7FORNIA917�6 �� OF 20 q.�,- 2.,_1�, Llccmu a1ti12 Ir,leuhune(/14) 181-19130 r' C}I( D RCE IJO /•� /`y IRRIGATION LEGEND IRRIGATION NOTESNow= - ' DATE FILE No 12L,•�aa J85 134.09 BENCHMARK : 64 0 T i t 1 t \ NOTE: r it-c Q BASE LINE ROAD o �P O O CIA 2. ly - _ v Q i T EM PAR K Z \ 0 Q 1 . PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT THE D E SC R I PT I O N o f REVISION OWNER'S REPRESENTATIVE AND CO-ORDINATE ALL OBSERVATIONS, OATS APPROVE CONTRACTOR SHALL REQUEST OBSERVATIONS BY THE OWNER'S REPRESENTATIVE 48 HOURS (MIN. ) PRIOR TO AN OBSERVATION. �oDSCAP CITY of RANCHO C U C A M O N GA A. THE MAINLINE AND POC SHALL BE PRESSURE TESTED (PRIORHr1LU8//(*oq'QC''y TO BACKFILL) AT NOT LESS THAN 125 PSI , FOR NOT LESS ��o sa TERRA VISTA THAN TWO (2) HOURS AND PROVEN WATER TIGHT, THE TEST SHALL BE MADE IN THE PRESENCE OF THE OWNER' S REPRESENTATIVE, SIGNED AND DATED. naure BASE LINE ROAD ate OWNER' S REPRESENTATIVE DATE c!'j, ��Q• B. FINAL COVERAGE OBSERVATION - UPON COMPLETION OF THE �rFOF CAI-%F IRRIGATION PLAN IRRIGATION SYSTEMS, CONTRACTOR SHALL PERFORM A COVERAGE TEST WITH THE OWNER' S REPRESENTATIVE ON ALL SYSTEMS TO APPROVED BY < C y DATE VERIFY 100% DOUBLE COVERAGE. T'HE CONTRACTOR SHALL PERFORM .���� ALL WORK AND FURNISH ALL MATERIALS NECESSARY TO CORRECT Randolph GTY ENG.NEER� `` � _ % RCE No 23889 ANY INADEQUACIES AND ADJUST ARC OF SPRAY TO PREVENT MA OLE AND ASSOCIATES, INC. • OVERSPRAY. Hlubik RECOMMENDED SCALE 1"=20 OF SAN BERNARDINO COUNTY Lf OWNER' S REPRESENTATIVE DATE Associates Inc. - CONSULTING CIVIL ENGINEERING — -- Landscape Architecture DRAWN AND LAND PLANNING SHEET hL•..n. , lien 11u1,�rn1d UPLAND CALIFORNIA 91786 (�iu,lt• .'Ub 545 N.Mountain Ave.,SUlte �1�5 '� w1 OF J w w .4b Ib moo, 5'recrl Ftrvur•,ult'. (,nlif ut n,e 925011 `I 2—Q - At, L I elepimne(/1 4) 181-1930 C C K D p r E NO /¢ DATE :?t)/ IIL.E No 85134,05