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HomeMy WebLinkAbout1628-L DEVELOPER/OWNER F GRIFFIN INDUSTRIESLANDSCAPE ARC [ i1T _ CT URAL PLANSa 24005 VENTU BLVD . TRACT 15727 RA CALABASAS , CA 91302 THE HAWTHORNE TELO 818 � 591111111111 91 ;5 P LANDSCA E MAINTENANCE DISTRICT NO. VICINITY MAP GENERAL NOTES SHEET INDEX 1. These nolo.shall be teed In owtoxt on with 1M plans and ally dfsorwenclss shell be brought to the attention of the Landscape Architect and the City. 2. An Enc roaclment permit shall be obt>•ined*om the City En%,eer prior to wnrrwmh anywork. TITLE SHEET L-1 3. All work "be pertornwd socordkto axrertt Cky Anda and the arrant ftndsrd Spedl'Ics ars for PuW Wbrks Construction. A'ANC110 CUf:.4M0,VCA 4. This work ohs#be inst~by a Ooenmod oontoo-ar who shall carry workmen's _ 7'17")'o property damep kwrenoe at recn,ind CONSTRUCTION PLAN L-2 to L-6 L _ �T �,� by law. 6th STREET- --—--- --- 5. Check 1br exlo*V udllty Ices i*Ir s prior lo uerwsfle*r1 work. Notify pertinent utlNtlesAnd Servk a Alert 1100-227-2600 two working days a Z J IRRIGATION PLANS L-7 to L-11 _ � prior to construction. i W 6. At the conclusion of rough rv&V, an or om, sodsjft�r:. unlkm" ished b the C nspector, and all recomme 4. tions from this report shah _ < supersede soils amendment recorrn mendotions shown • TREE PLANTING PLANS L-12 to L-16 ern STREET 7. Wall lbotinps and teklfor shah not be boated wMdi detlrlled and slructural haw been a by the City Engineer. 6. Slopes In exc»ss d fey all haw a 2'wide fof 00". ad afi shall have a 1 flat the toe of slope. SHRUB PLANTING PLANS L-17 to L-21 R EwA r fl. Upon oomplcbrt , an mens perio , and upon wrlken hnm s_ l establishment h accomplished, ate rnlMterlan ��_--rbd (typically 160 de shall wrnmence. field Intone � only after verification of loot out, DETAILS L-22 niV%AR/G hN color, Ao�rer lex, overall plant heerttt '1d with City Caxldt Mance d the irrgrov :gin include mowing, weeding, Irrigation, min raising a root balls which settle �ert1N.� s such /r I'r*Ce or r care end upkeep Maintenance pruning, rW _ ate. iris P�Yk►fl proper P P also includes pain, nplac miens, clean and adjusting necee to keep the a lUn syst r1T sad working order with proper coverage, required VICINITY MAP DI prior tD final Mince d the work by the Cl SPECIFICATIONS L-23 SECUONS /5, MWNSN/P 1 S. RANGE 7 W. 100. 10. Applicatk>n d an : emicsts shalt be by Stift sed personnel. All tldde ,equlre a P.C.A. am,Inw Batton. IRRIGATION AND PLANTING N.T.S. TOLL FREE 11. Csk,Ferlse equipme hall be Installed under direction of a Catsanaa t;Ve, phone number 780-438-0525. 1•eoo-227-2600GRADING PLANS L-24 TO L-28 AT I""T"0" 12. One Controller chart be provided for ControMerhali be the maximum size the controller cabinet door will allow and shah show KFORE YM as the ares covered by the omatic controller he chart is to -'.Ir-:ed drawing of the actual as-built system. However, In the event the controller ENGINEER'S PLAN sequence is not legible w he drawl educed, itarged too size that will be readable when reduced. The chart shall be a blackline print, ,towmcerut>,.o,:ovt,�nc...ot.•. and a different coir shall be '' P covered F ' Illation. When completed and approved by the Public Works Inspector, the chart shall be hermetically sealed between 2 pieces of plastic, n in. Of 20 mils. thick. The chart shall be mounted using Velcro or an approved equal type of tape. These charts must be completed and In to final acceptance d the work by the City. MAINTENANCE RESPONSIBILITY MAP oncresheaders"beprovk>ed CONSULTANTS Between City-maintsi . `wnd City-maintained shrub areas-!)r"wide x 6"deep ooncrsle headers ----------------------------------------------------------- Between City-ma' turf and any private-main*nonce -6"wide x 6"deep concrete headers Between C :' ii;sd O.C. and any private-maintenance-6"wide x 6"deep concrete headers Beneath ft.ncing adjacent b City Maintenance-6"wide x 6"deep ooncrete headers ---, 6th STREET ; 1 - ---— 14. Mean Jewallk layout, where shown, is cone"only. Approval of the final sidewalk layout shall ben In the field, and adjusted as necessary , I ; a Id condition... approved by the Public Works Inspector and Project Panner, prior to final Construction. 6 AC*e LANDSCAPE ARCHITECTS CIVIL. ENGINEERS I I 1 PARX ^711' torr Plant in accordance with City Standard Plans. LANTEX LOCMAN & ASSOCIATES 1 Prior b the commencement d any planting, an apmnornic soft report shell be furnished to the City Inspector. Any unusual toxicities or nutrient - DSA K: deficiencies may require backfill sd amendments, as determined by the city Inspector. LANDSCAPE ARCHITECTS PLANNERS "fS'� CONSULTING ENGINEERS AND PLANNERS , • AN Public trees are subject to Inspection and wx4ptance by the Engineering division. 31726 RANCHO VIElO RD. a*206 � y ; • Public trees are to be planted per public improvement plans only. SAN JUAN CAPISTRANO CA. 92675 �o 24o,? 10281-A Trademark Street POPPYFIELD COUR .____________� __.__ ,13 _ __, TEL: (949) 248-1993 -� Rancho Cucamonga, CA 91730-5852 rI r ill ,IJ , � - - , _I�-=- --- - i : � FAX: (949) 493-0706 TEL: 909-944-6988 "' 'J° ,rji ` FAX: 909-948-8508 BROOQ a `. • KVIEW COURT o SNADOWBR K DR VE a � _ MAINTENANCE R�ESlfP�ONSIB AREA /�. JL tar JJO Y , ,a ,n >n .nr O O U c�U a 77Jd Vr rJr a - j O I - •.-� - rp Jra err o 2 z m roe xj r—i, MORNiN BREEZE DR ►o FIEARTH_SiDE COURT LANDSCAPE QUANTITIES - t�ua�t s�rnLtI I Jar -1 -- --'— _� • , fLat.D�lJists O ^ aro err rr ; r ,_ 1!--TOTAL S.F.NON-TURF LANDSCAPE AREA T_y— OLD POST DRiVI BUTTON OOD CT 67 H 4 TOTAL S.F.NON-TURF LANDSCAPE AREA r� •1 /€ rJ Jr is ; • rsr ». Jas rs. rsJ r Ji, JJ ::J ; „n_f�J rr sr r .� .. Jr TOTAL S.F.TURF AREA 0 -___ TOTAL S.F.TURF AREA _ - A -- - _ ? -I-_ __ -,_r' a n sJ y rJ .Af ; 19,864 9037 TOTAL S.F.HARDSCAPE AREA(WALKS) w --- --- - -- J3I -'Or-� —'- -- � _V -- � --- JJ ' '-_ TOTAL S.F.HARDSCAPE AREA(WALKS) _.'� �1 OAT CITY ;a ra r u rIo E� \ ars— � ,:a -n n 4 it � sr ., � v J,— J? ; 23,026 DESCRIPTION OF RE VI S ION E _>rr STEAD so -sr A '„ ra - J, 13,419 TOTAL S.F.ROCKSCAPE TOTAL S.F.ROCKSCAPE a l APPROVED E ' y "`� ROOK DRiVE , A N E - '— — —`T- r� ' NOM- � B J7. 1rs J7r / ' 101 100 65,516 r/* ^� .0 , rsr r r r3r ,v ,a era rr ,r/ ars err rrJ, .J'., -- TOTAL S.F.OF ALL AREAS TOTAL S.F.OF ALL AREAS rM �► i ser yr JJI �✓� �✓� J �'� I- -I - 1 .44 p , CITY OF RANCHO CUCAMONGA V[d.+.�� JJ :I ; 2.32 o •+ H _ � - --- TOTAL ACRES TO BE CITY MAINTAMED TOTAL ACRES 1'O BE CITY MAINTAINED , r -�- N A• �JJJJIj H, Jr, r �.. r _. ARBORGLEN DRiV -- E 0 2 TRACT 15727 JIM a nJ J,/ J,s Jrr it J,:�/yo _—-- ------- _ TOTAL L F OF TRAIL TAI.L.F.OF TRAIL Ise ra ol,arrarraro�ros` -„ --rs--- -r�r - - - _ I- - , - -i- - �- - - 1174 THE HAWTHORNE S -- ---- - -- -- - - J-- '-- i Q - - ' ------ '' - " TAL L.F.OF CITY MAINTAINED WALL TOTAL L.F.OF CITY MAINTAINED WALL 86 "' s Jq! Jo Jot J,o J,r U TO Z J1r I Aa .r,,,^ � - -- -- -- -- -- -- -- --lJ'---rr►- 'A. '__ ------'; -Ju SHADOWGROVE DRIVE O SHADOWGROVE DRIVE _."__ GOLDENOAK 4th STREET TITLE SHEET Ja SPACING OTY :rr ars :Jr rr/ Jn � Jv J �.xvl � ,y,r „ r. ,r ,» ^ rrJ err ,rs rr1 ,r rr ,: ----- � TREES SPACING OTy TREES Q _a0__ SYMBOL BOTANICAL NAME SYMBOL BOTANICAL NAME ~ LAG IND LAGERSTROEMIA INDICA ti r• ' LAG IND LAGERSTROEMIA INDICA 20' OC .0 20' OC o APPROVED BY • DATE . \,u Ju r,r :Iu ars J¢v J,► JN z u u, , , rJ/rJ ,Js ,u rJ. ru r rJr r r--�I— I CRAPE MYRTLE CRAPE MYRTLE Ct ._ x.. JLENAiRE COURTI Q SPRiNGBROOK COURT __i „ PIN CAN PINUS CANARIENSIS 25' OC 20 PIN CAN PINUS CANARIENSIS 25' OC 25 CITY ENGINEER R C E NO. 24953 CANARY ISLAND PINE CANARY ISLAND PINE PLA ACE PLATANUS ACERIFOLIA 'BLOODGOOD' DESIGN f: .1 M NU G 1 w J0J Jm Jr/las" », r ,J Js. flu O J J Ir s r J I ,a rr rJ rJ is lu I PLA ACE PLATANUS ACERIFOLIA 'BLOODGOOD' 30' OC 10 30' OC 41 LAN X 1 I LONDON PLANE TREE LONDON PLANE TREE ) - ) - I PLA RAC PLATANUS RACEMOSA 40' OC Z PLA RAC PLATANUS RACEMOSA 40' OC LANDSCAPE •: > 3 0 DRAWN LA 311726 RAN OW VILJO RD. 06 LkS SHE[ 1 ----------- ----'� CALIFORNIA SYCAMORE CALIFORNIA SYCAMORE RHU LAN RHUS LANCEA 20' OC 1p�1 RHU LAN RIiUS LANCEA 20. OC 0 SAN JUAN CAPIS3'RANO,CA 02675 L-1 ' AFRICAN SUMAC AFRICAN SUMAC — __ _- 7:4 248-1993 OF --' ---------•------'"""""------""'----------- ----- QUE AGR QUERCUS AGRIFOLIA 40' OC 0 QUE AGR QUERCUS AGRIFOLIA 40' OC 2 CHECKED OFr WING OF COAST LIVE OAK RCE NO COAST LIVE OAK —_ _ (^W NG (� ------- --------------------------------------------------' DATE FILE t40 _._. PROJECT SHEET NO. r OF_6;,8. 7/ GENERAL CONSTRUCTION NOTES 1. ALL DIMENSIONS ARE TAKEN FROM CURB FACE, 5. CONTRACTOR SHALL NOTE AND INSTALL SLEEVE 8. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING 10. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE 1 /p. BUILDING FACE OR EDGE OF PAVING, UNLESS OTHERWISE LOCATIONS SHOWN ON IRRIGATION PLAN AND CONDITIONS AND SITE CONDITIONS BEFORE STARTING FINISHED STRUCTURE. ALL BRACING, TEMPORARY NOTED ON PLAN. THE DIMENSIONS ARE SHOWN FOR CONSTRUCTION PLANS. WORK. LANDSCAPE ARCHITECT AND CITY SHALL BE SUPPORTS, SHORING, ETC. IS THE SOLE RESPONSIBILITY 10 APPROXIMATE LINE AND ALL RADII AND CURVES ARE TO NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB HAVE CONTINUOUS AND SMOOTH TRANSITIONS WITHOUT 6. ALL CONSTRUCTION AND WORKMANSHIP SHALL POSSIBLE DEFICIENCIES. SITE BY THE LANDSCAPE ARCHITECT OR THE CITY DO ABRUPT CHANGES OR BENDS. CONFORM TO THE LATEST UNIFORM BUILDING CODE. NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS 9. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE AND SAFETY CONDITIONS AT THE WORKSITE. THESE 2. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE 7. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE CONSTRUCTED SIMILAR TO THE DETAILS FOR THE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND INSPECTED AND APPROVED BY THE LANDSCAPE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO RESPECTIVE MATERIALS. DETAILED INSPECTIONS. • ARCHITECT AND CITY PRIOR TO POURING (GIVE A THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE MINIMUM OF 48 HOURS NOTICE). CITY. 11. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTI-TER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE • 3. FOR SITE GRADING SEE GRADING PLANS. DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED ' be 1 PRIOR APPROVAL IS OBTAINED FROM THE CITY, OWNER, 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES LANDSCAPE ARCHITECT AND THE APPLICABLE ,gyp � , � `,�s� ►t-�1G`r �� PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE GOVERNING CODE AUTHORITY. 29 114,ep Pu�N FOR ALL DAMAGES INCURRED. �� DJ023 4 o TRACT No. 15727-3 4 3031 32 33 34 35 36 37 \ PAD 1027.3 PAD 1026.1 • PADs1023.4 PAD=1024.1 PAD=1025.8 PAD=1027.0 PAD=1027.3 sa PAD�1026.7 PAD-1026.1 Lot "B" \-- i s6'• 166.6' 23.9' 151.8' 62.9" 932' 19.4' 0 20' 20' 20' 20' 20' 20' 24 20. 1' 20' 20' 20' 2 20' 20' 20" 70' 20' 2 20' ZO' �M ���>M 4!• _ � - _ : - �,�*�►+s� . _ *t�+��+ +►� s41. +fit ■ 4 •�6 M 4f• -- _. - � -- • 10 Y - °� q s • - G q 4 V 4 10 oll W - ••• , • t • • be Is 11� 13 • • • , • �• • • • • s ; .. • ' Ilk w s •,r•. I % Jill • • . , • •, • , • • • •• !• tel \ -- be see •• , • ` • • •� 3 .• •• • • • / • ,• T • , • •� • • , 4 . - - --, - - -- - -- - --- � 8 10 W 7 191.4' 78.6' 28.7' 109.9' nth T R E E T 220400 221400 222400 00 224+00 ? f 1(7 2214-00 I I I I I I I i I 1 CONCRETE HEADER/MOW CURB PER CITY STANDARD DETAIL 0534 PER SHEET L-22 GOLDEN OAK ROAD SIDEWALK PER GRADING PLAN SEE SHEETS L-24 TO L-25 4TH STREET SIDEWALK PER GRADING PLAN SEE SHEETS L-26 TO L-28 PASEO SIDEWALK CONSTRUCT 4'(INCH)THICK P.C.C.SIDEWALK W=5'-0'AS INDICATED PER CITY OF RANCHO CUCAMONGA STANDARD PLANS 103 d 114•SEE SHEET L-22 ® 4TH STREET PERIMETEF2 WALL PER GRADING,PROJECT SHEETS L-24 TO L-28 (� (CONSTRUCTED PER SEPARATE PERMIT-SEE NOTE ON L-24) �+ ® GOLDEN OAK ROAD PERIMETER WALL PER GRADING PLAN SEE SHEETS L-24 TO L-28 NTR TDP COS UC E PER PA - SEPARATE PERMIT-SEEN TE N L- 4 T 1 0 O 2 N 57 7 (FUTURE) TRACT O 2 V 4 PILASTER PER GRADING PLAN,SEE SHEET L-24 n 5 CATCH BASIN PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 15-28 ■ D WG 25 - 24 23 6 FIRE HYDRANT PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 15-28 7 LIGHT STANDARD PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 15-28 38 39 PAD d?4.7 PAD-1025.4 PAD-102 9 � 9 BOULDERS PER DET8 EDISON POLE PER AIL A.EET MPROVEMENT PLANS,SHEETL-22.2'-4'BOULDER PROJECT E PER PLAN. GREY TO MATCH RIVER ROCK COBBLE TO BE APPROVED PAD-10256 PAD-10248 BY LANDSCAPE ARCHITECT AND CITY PRIOR TO DELIVERY TO SITE. 75.9" 10 RIVER WASHED GRANITE COBBLE STONES PER CITY STANDARD DETAIL#542 SHEET L-22 4 15 � 1 SLUMP BLOCK RETAINING WALL AT EDISON FACILITY INSTALL PER STANDARD CITY DETAIL 604,AS MODIFIED PER DETAIL F SHEET L-26.SEE ALSO SHEET L-24 �/� ■ 15 Cw STORM DRAIN EASEMENT PER STORM DRAIN IMPROVEMENT PLANS,PROJECT SHEETS 1-14 �J 24' 20' 20" 20" 20' 20' v,� 1 CITY PARK PER GOLDEN OAK PARK PLANS,DWG#1629 11� 1' �- • 4 TUBULAR STEEL FENCE PER DETAIL E SHEET L-22 STANDARD CITY DETAIL 608 ' 1 ENTRY WALL AND BATTERED PILASTERS SEE SHEET L-2&L-24 20. 1' 20. 1' 20' 20' 20' 4 ' S io 5 + 4 3 1 ENTRY SIGN PER DETAIL SHEET L-2 AND L-24.SEE DETAIL B SHEET L4&DETAIL E ON L-25. 1 2 SIDED PILASTER AT END OF LOW RETAINING WALL. SEE DETAIL A SHEET L-4. _ � 1 3 SIDED PILASTER AT END OF FREE STANDING WALL SEE DETAIL B SHEET Ill 16 �' �• }•�i u•M�+ M M 1 3'SCREEN WALL.SEE SHEET L-24 USE 16 t' � �++ .N�tf►alN .4!•. 1 FUTURE PHASE WALRN TO L TO RETURN TO HOUSE PER ENGINEER'S PLAN(SCALED FROM 1997 PLANS). 30'RETAINING WALL PER STANDARD CITY DETAIL 604,AS MODIFIED PER DETAIL F SHEET L-26. 9 l • .• CURBSIDE DRAINS PER ENGINEERING STREET IMPROVEMENT PLANS,PROJECT SHEET 19. • ' '• • • CONCRETE HEADERIRADIUS TERMINUS DETAIL 542A SHEET L-22. ■ 3 �• I 7' \_ I 1 ' i K .• •• h 3 SIGNAL POLES PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 15-28 ", •• • ' ;� 23, 2,•. • : . , . - 0 ?� W 4 4 EDaoN •• ' a 10 1� •. 4 y w 114'' `PNDSC� - - - ---- - - - - v •. --- ---- -- --- - --- - -- 6 2.4 R 2 5 172' 10 } ---------------- 17.5' �(o.D' 175' 70.4' 23•(0 �J r!o r 21 th S TREE T ��� T4- R NC O U A1VI N A 2 ��q ,227+00 228400 0 229+00 230+50 230+00 231+50 OF CA y I I 11 CITY q-Cv r DESCRIPTION OF REVISION DATE APPROVED T CITY OF RANCHO CUCAMONGA �I�--�' f e �> /*I nic LANDSCAPE MAINTENANCE DISTRICT - -`'ul�' �nA' T' TRACT 15727 THE HAWTHORNES -- ---- •y- ---- -- -- ---- �q �j = J i • n r r . _ 4TH STREET ---- - ' - - --- f�I � �'�-- II e.00l�c -cam[r��'s'-`oao�l.o I E� b!A!�TEu.�\CE R�SPO�StO�LITY ARE = --' ssssssesesr �s,ssa..:ry..:�s_e•. 1= _-- ;xKCONSTRUCTION PLAN -- - - N - - - 1 R N O U AM N A I J •d- � ;� ,�� 11 �, y• � �� .. ............................. ....... • APPROVED BY: DATE ' I, J.J ..N I� d I✓� �:- �,E,; -L =' R.C.E. /24953 - -- CITY ENGINEER - -�- -- �+ �► ;:. ' DESIGN PREPARED :N'\Ib1C OFFICE OF i RECOMMENDED ,�1)) 1) _:IIL=JI�11) 11) Ill 1111 - 1 L__111=1 , .r _-� 1-1)) rl)=„Z = r, "• ,� _ A SCALE LANTEX _ car .,r✓-� �� CUBA TUBA GRANITE AVAILABLE FROM: c f� 5z F- /61 �rt 11 '� �a<�t-'+' ;� :�=-' ' v f LANDSCAPE ARCHITECTUMtE / PLANNING �u�.£�D.i;�-Er 5:�.>G���tJ�_D21vE .L'_I _ fYF.^ `rte 1 31726 RANCHO VIEJO ROAD, SUITE 206 a94 -'UIl 1NII 2 TNIcr-wr>T+�H �NI�r h'�l s _ r�Il, „_ , =IJ ANAHEIM SENSIBLE TILE (714) 999-6663 I C____ _ _ , 2 DwN. SHE OF ��'••;•; ;-;;�-�.', � •��'��y._J �.J,�..:.J..:;I. SAN JUAN CAPISTRANO, CA 92675 I urnt II T I T S % "�+�n � e ral�T�� (,eT-T ` � �I��r'�= 'ly NOTE: GRANITE IS SANDBLASTED WITH ,x =3 fr�_,�,: CT l {� y 111 G)��L �r> •,?-;. (949) 248-1993 FAX (949) 493-0706 L-2 L-28 61 LOW PRESSURE ETCH W/A 40/60 SILICA SAND = i CNK. BY: DWG. No. B. SIGNAGE WALL ELEVATION PILASTER ELEVATION . . 0 20 ,gµ BLAKE HINMAN X2403 16oZ!/�L A. DATE MAY 1998 FILE No. PROJECT SHEET NO. OF 7/ (FUTURE) TRACT No. 15727-7 22 1 20 19 18 17 16 15 14 13 PAD-1026.3 PAD 1026.8 PAD-1027.2 PAD-1027.2 PAD-1026.7 PAD=1025.7 PAD-1024.9 PAD=1023.8 PAD=1022.7 PAD-1021.7 19.2' 14. 1' /79 ZSR 225' 7.4' 19.8' 20' 20 20' 20' 0' 20' 19.8' 20' 20' 20' 20 L 20' 20' 20' 20' 20' 20' 20' 3A 3 3IF cl el * �►• .*tom *+ iR?►'+;Lt� **?,,�' ** - *> �• * +* 3 10 4 •10 f ol 3 Z• rL • r •� . iS 8 10 O �1�, �O N 210' 11.3 • 4th STREET � - a ^� 2311+00 232+50 2.32+00 I 233+00 i 234+00 i 23 00 I 236+00 � V I ' L4 4 I (FU RE) 13 12 TRACT . 15727- 7 � PAD-10217 PAD=1020.5 11 10 PAD=1020.0PAD=10 .0 7.4' Q 12 I 14 A; 4 3A 0000 000q& - too 4 � 4 . - L 10 • ' • . i 23 I I I 4 6 10 7 N ' .3' 12.4' O - a onscAit t . � , 4 IS T R E E T 236+00 237+00 238+00 239+00 I I I I I I I D1 CONCRETE HEADERIMOW CURB PER CITY STANDARD DETAIL 9534 PER SHEET L-22 D• `. I � GOLDEN OAK ROAD SIDEWALK PER GRADING PLAN SEE SHEETS L-24 TO L-25 4TH STREET SIDEWALK PER GRADING PLAN SEE SHEETS L-26 TO L-28 OF PASEO SIDEWALK CONSTRUCT 4'(INCH)THICK P.C.C.SIDEWALK W=5'-0'AS ('A , INDICATED PER CITY OF RANCHO CUCAMONGA STANDARD PLANS 103 6 114,SEE SHEET L-22 ® 4TH STREET PERIMETER WALL PER GRADING,PROJECT SHEETS L-24 TO L-28 (CONSTRUCTED PER SEPARATE PERMIT-SEE NOTE ON L-24) ® GOLDEN OAK ROAD PERIMETER WALL PER GRADING PLAN SEE SHEETS L-24 TO L-28 (CONSTRUCTED PER SEPARATE PERMIT-SEE NOTE ON L-24) 4 PILASTER PER GRADING PLAN,SEE SHEET L-24 5 CATCH BASIN PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 15-28 CITY 8 FIRE HYDRANT PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 15-28 DESCRIPTION OF REVISION DATE APPROVED 7 LIGHT STANDARD PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 15-28 8 EDISON POLE PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 15-28 9 BOULDERS PER DETAIL A,SHEET L-22.24'BOULDERS SIZE PER PLAN. - CITY OF RANCHO C U C A M O N G A GREY TO MATCH RIVER ROCK COBBLE TO BE APPROVED BY LANDSCAPE ARCHITECT AND CITY PRIOR TO DELIVERY TO SITE. - 6"sRIVER WASHED racer 10 SLUMP BLOCK RETAINING ING WALL AT ED SON FACILITY INSTALL NITE COBBLE STONES PER CITY STANDARDDETAILRD SHEET L-22 PER LANDSCAPE MAINTENANCE DISTRICT CITY DETAIL 604,AS MODIFIED PER DETAIL F SHEET L-26.SEE ALSO SHEET L-24 2 STORM DRAIN EASEMENT PER STORM DRAIN IMPROVEMENT PLANS,PROJECT SHEETS 1-14 -i--- ` TRACT 15727 - THE HAWTHORNES 1 CITY PARK PER GOLDEN OAK PARK PLANS,DWG#1629 i . ro• :c:n:a_�r 4 TUBULAR STEEL FENCE PER DETAIL E SHEET L-22 STANDARD CITY DETAIL 608 4TH STREET 1 ENTRY WALL AND BATTERED PILASTERS SEE SHEET L-2 8 L-24 URu 6 c RL az s oR E �tn!nTENnvCE REST O]SfOItfTY AREA 1 ENTRY SIGN PER DETAIL SHEET L-2 AND L-24.SEE DETAIL B SHEET L-4 S DETAIL E ON L-25. sssss ;:a es7s7saeanava�:�.ro._ro 12 SIDED PILASTER AT END OF LOW RETAINING WALL,SEE DETAIL A SHEET Lam. ` CONSTRUCTION PLAN "ONi GQR E2 11R fE R H OF COI.Rr 1 3 SIDED PILASTER AT END OF FREE STANDING WALL SEE DETAIL B SHEET L4. 1 T SCREEN WALL.SEE SHEET L-24 WALL RETURN TO HOUSE �o oro rn c B ooncr. r 1 FUTURE PHASE WALL TO RETURN TO HOUSE PER ENGINEER'S PLAN(SCALED FROM 1997 PLANS). � j = APPROVE BY: L , / DATE 30•RETAINING WALL PER STANDARD CITY DETAIL 604,AS MODIFIED PER DETAIL F SHEET L-26. •�„p -- CITY ENGINEER _ -_1 w ✓� R.C.E. 24953_ CURBSIDE DRAINS PER ENGINEERING STREET IMPROVEMENT PLANS, PROJECT SHEET 19. - r PREPARED IN THL OF FICE OF CONCRETE HEADERIRADIUS TERMINUS DETAIL 542A SHEET L-22. ;1y �`a�= ; I. SCALE DESIGN RECOMMENDED SIGNAL POLES PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 15-28 Reo, �-E L I,1 " r r_,.._ 1 • si-..j-o---1 ,ao._._. 3_ t _ I I:I LAN T F X2 0 ' LADSCAPE ARCHITECTURE / PLAMtN j- s_ S DR;' 31 726 RANCHO VIEJO ROAD, SUITE 206 SHEET OF SAN JUAN CAPISTRANO, CA 92675 CT (949) 248-1993 FAX (949) 493-0706 L-3 L-28 00 --- 3 ----------- \ I CHK. BY: DWG. No. BLAKE HINMAN #2403 FOR GENERAL CONSTRUCTION NOTES SEE SHEET L-2 1314 DATE MAY 1998 FILE Na. �- PROJECT SHEET No. OF 4" 71 L ENA IRE COUR T SHADO WGRO VE 22.8" DR/VE w 39 TRACT No. 15727-3 10 PAD=1024. 20 - .• . 20 40 49 20 I 1918 �' '' PAD-10271 ■ �, 1 - 1 2AZD-1024.6 38 4 - P=r — - - - --- -- - M 19 # TNI N WaU� 7 �$ -- lee Al . • • . • �� _�_ �� Q1t - . • • •. • 10 CJ 10 20' 20' 20' 20' 20" 20' - ■ J0, �9" 75.9' 16 -�6-I�+I►- WM.l� ■ i 125' 15.5" � � I�" W+�f's r� �U•Np W���:I 200 250 .300 I 400 I 500 I v :R GOLDEN OAK ROA D 20 L ,� A��or �,-rt-�v_ NA. 2 SIDED PILASTER FO34 R�t L g �� • q 2 ZA q 10 • • END OF RETAINING WALL ( 17 4 10 E 19 "��-t -lye _ • 2 0 0 0 0 0 0 0 0 0 0 0 0 O o 19 G O O 0 O . •, , , / U 0 C 0 0 U _ - 35 3 -� -t-- 25 ___-- t ,; ti , '• 1 18 ��26' 20 20 20 2O• ` C� U-+'r� 024.9 ��> PAD-1024.70 PAD=1024-5 968, -To rip (FUTURE) o. I.- 22.8' 228' TRACT No. 15727-7 1811 ill T�I� � p�4 b�u— SPR/NGBROOK COURT 1 B. 3 SIDED PILASTER 23• __ _ .0 00 ��•, r 5 FOR END OF SCREENING/ .LOW WALL ( �g 1 (F F TU RE) PAD TRACT o. 15 CONSTRUCTION NOTES • r� O, Ll 0 6 1 CONCRETE HEADERANOW CURB PER CITY STANDARD DETAIL$534 PER SHEET L-22 • lrO� ?O, 4 �•n GOLDEN OAK ROAD SIDEWALK PER GRADING PLAN SEE SHEETS L-24 TO L-25 J 4TH STREET SIDEWALK, PER GRADING PLAN SEE SHEETS L-26 TO L-28 PA$EO SIDEWALK CONSTRUCT 4-(INCH)THICK P.C.C.SIDEWALK W=5'-0'AS 6�0 � 2 ADs1p r INDICATED PER CITY OF RANCHO CUCAMONGA STANDARD PLANS 103&114,SEE SHEET L-22 O O • n 2 P / ® 4TH STREET PERIMETER WALL PER GRADING,PROJECT SHEETS L-24 TO L-28 • 7 S 3 PADa10'z9. AD 1030 6 I ® GOLDEN OAK ROAD PERIMETER WALL PER GRADING PLAN SE(CONSTRUCTED PER SEPARATE PERMIT-SEE NOTE ON E SHEETS L-24 TO L-28 1 • /7 � � � 22 (CONSTRUCTED PER SEPARATE PERMIT-SEE NOTE ON L-24) 1O �_� _ �+� 4 PILASTER PER GRADING PLAN,SEE SHEET L-24 6' ,• E� - d�i� •�+ 4� �� 5 CATCH BASIN PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 15-28 '� � _ .� Etta'_•S° __ � -�'_- 22 ' • 8 FIRE HYDRANT PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 15-28 0 ?O _ ,="1 - �= • 7 LIGHT STANDARD PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 15-28 8 EDISON POLE PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 15-28 • �� , '�.•':•• .� 7 ! �- __ 9 BOULDERS PER DETAIL A,SHEET L-22.2'-4'BOULDERS SIZE PER PLAN. - • • ; 1p• +� GREY TO MATCH RIVER ROCK COBBLE TO BE APPROVED Z ' 00 321 1 RIVER WASBY HED GRANITE COBBLE STONES PER CITY STANDARD DETAIL$542 SHEET L-22 CT AND CITY PRIOR TO DELIVERY TO SITE. - � 00 ^O _ , 1� • rn 1 SLUMP BLOCK RETAINING WALL AT EDISON FACILITY INSTALL PER STANDARD �J CITY DETAIL 604,AS MODIFIED PER DETAIL F SHEET L-26.SEE ALSO SHEET L-24 Q' oo X07' pO y. 0 / �C�.1J • +v STORM DRAIN EASEMENT PER STORM DRAIN IMPROVEMENT PLANS,PROJECT SHEETS 1-14 1 D 2 CITY PARK PER GOLDEN OAK PARK PLANS DWG#1629 1 I 1. 1� . C� y �• S ' N 0 150 TUBULAR STEEL FENCE PER DETAIL E SHEET L-22 STANDARD CITY DETAIL 608 8 A Q g� 19 �" 8 O0 K /l O A D 9100 1 ENTRY WALL AND BATTERED PILASTERS SEE SHEET L-2&L-24 1 ENTRY SIGN PER DETAIL SHEET L-2 AND L-24.SEE DETAIL B SHEET L-4&DETAIL E ON L-25. y 56 8 6 1 2 SIDED PILASTER AT END OF LOW RETAINING WALL.SEE DETAIL A SHEET L-4. I � I I 1 3 SIDED PILASTER AT END OF FREE STANDING WALL SEE DETAIL B SHEET L-4. y \ �• , • `� v` � 9 2� 1 3'SCREEN W ZO y - '' • ALL.SEE SHEET L-24 - / � - ��w WALL RETURN TO HOUSE S 2s� 10 �� v 1 FUTURE PHASE WALL TO RETURN TO HOUSE PER ENGINEER'S PLAN(SCALED FROM 1997 PLANS). v 30'RETAINING WALL PER STANDARD CITY DETAIL 604,AS MODIFIED PER DETAIL F SHEET L-26. ��•►HD.SC� 7 10 r CURBSIDE DRAINS PER ENGINEERING STREET IMPROVEMENT PLANS,PROJECT SHEET 19. �+ ' l N � � i •• , - • � _ CONCRETE HEADER/FtADIUS TERMINU,S DETAIL 542A SHEET L-22. SIGNAL POLES PER STREET P \C� D � / NHN� » � � _ _ � O • IMPROVEMENT CANS,PROJECT SHEETS 15-28 A _ 8 ff N N 19 'C� 20 1 RBORGL PA O 6.7 36 4 1°J 21 �'�q a ' ' / 2s DRIVE 20 PAlcp vRE� -a (f,-uT X57 27 _ No / CT ` v0. ? �RAG� CITY '527 DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA i LANDSCAPE MAINTENANCE DISTRICT ' AFI Fl.il�T TRACT 15727 THE HAWTHORNES UROJV M ^R?,;}_ ,� 'u'oo6K DR,�E NIAI�TENANCE RESPO�STDTtfrY AREA GOLDEN OAK ROAD SY371)•••'J"!171`3"S YJ/'S'.'l 7)•••.: ---,� - SCALE CONSTRUCTION PLAN ly _ 0 oDro.n • r �onct •. 20 APPROVED BY: - DATE . `A + ; .= i�rE 1 CITY ENGINEER �iG+Gt R.C.E. 24953 _ I= OPREPARED IN T E FFICE OF ' a0 DESIGN LAN EX RECOMMENDED >' LANDSCAPE ARCHITECTURE / PLAN","G DH/N• 31726 RANCHO VIEJO ROAD, SUITE 206 SI{E T OF SAN JUAN CAPISTRANO, CA 92675 _ _ _ ----- ------_, CT (949) 245-1993 fAX (949) 493-0706 L-4 L-28 - .. .}.....- --------- --`-- -� CHK. �. BY: DWG. No. FOR GENERAL CONSTRUCTION NOTES SEE SHEET L-2 - -- - BLAKE HINMAN #2403 DATE MAY 1998 FILE No. / PROJECT SHEET No. OF 7l !M STREET I i rlYi' FitlDC-c'-RT ^^ ?-R tlROJw.1E�CM•i CM.[ DIE 3V - �t.V\TEN.LNCE REyI O�SID[LfTY AREA TRACT No. 15727-6 CSMJYSYJ J'JSY]YJY7 ]D']Y]'.']:'J:'JS^^•- 23 MES TE T v - 25 A �O' ORB"EFIF0 iC RTN JE COI RT `ir* DRIVE 1/ rj PAD 1032.1 PAD 1032.6 PAD 1032.6 AD 10313 20 19 5� 3 -=% t OLD PD) x1E P1 i10�W CTO{�,CT—r-.- M 1.6 �. 3b z2 N �NNNNNNNN N4f�NNNN _ �• _ N,,,��_�•♦'�' '�' 20 O3 1 — -- ,�• •. *tom'_, ... ..�. '> t' -- _ =-- —� 4 x" TEDD �y _ I • • . - •` • • • i • J D E t , , • , � a Ro'F8-x • r �= 4�-10 • •_. ••. •••••. • • 5 ---------------- � �� III �r�c♦u€Za iT Sre p-.i ,- J_ .. ;-'- _-.... •• `3. 1 '. ■ 190.2 28 G 0 L E N 0 A K R 0 A D 13t0D 6 7 6 t 395- 0 ,D I � �� oo 10 ' • •: � � 19 I 11100 ` 12+00 J 5 B.2' 5.2' •;` ' ■ 32. 1' 78.9' 12' t 2' 52.5' 52.9' 50 OLD POST DRIVE 106 •'• ` CI 1 / .• 2 • M •. I ICONIC- 10 I VA,ULj ONG ,• • • • • • .� �I c 7 1010 •' 4 - - - ?o' t — — H V /N3 NNN N NNwill N � NNNNNNNNNN _ o° � �] t H 46 °°°°~ ° •• O BROOK 20 20' 20' 20 A 2d' 20' 20' PAD-1033.6 vv 'q • 20' 2 4 `a DR/VE PA TRACT No. 15 727- PAD= 031.9 19 Q 20 10 10 °° Cp �Op 19 L D PO �fi TR-A c UTV DR/VE T V,:, 1 P-a � 7s>2>_ s: 20 'AFF O 2� s s ,o O 2F CONSTRUCTION NOTES A F 1 CONCRETE HEADER/MOW CURB PER CITY STANDARD DETAIL 0534 PER SHEET L-22 19 O �c 8 GOLDEN OAK ROAD SIDEWALK PER GRADING PLAN SEE SHEETS L-24 TO L-2.5 ? 4TH STREET SIDEWALK PER GRADING PLAN SEE SHEETS L-26 TO L-28 PASEO SIDEWALK CONSTRUCT 4'(INCH)THICK P.C.C.SIDEWALK W=5'-0'AS — i ■ INDICATED PER CITY OF RANCHO CUCAMONGA STANDARD PLANS 103 3 114,SEE SHEET L-22 FNM ® 4TH STREET PERIMETER WALL PER GRADING,PROJECT SHEETS L-24 TO L-28 (CONSTRUCTED PER SEPARATE PERMIT-SEE NOTE ON J 4 ® GOLDEN OAK AD PERIMETER WALL PER GRADING PLAN SE) ROADE SHEETS L-24 TO L-28 O 21 � (CONSTRUCTED PER SEPARATE PERMIT-SEE NOTE ON L-24 ■ PILASTER PER GRADING PLAN,SEE SHEET L-24 / 5 CATCH BASIN PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 15-28 FIRE HYDRANT PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 15-28 91 22 7 LIGHT STANDARD PER STREET IMPROVEMENT PLANS, PROJECT SHEETS 15-28 ' 1• 0 0 R O A 10 • � .; � 19 B EDISON POLE PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 15-28 Q 9 BOULDERS PER DETAIL A,SHEET L-22.2'-4'BOULDERS SIZE PER PLAN. T6�50 0 GREY TO MATCH RIVER ROCK COBBLE TO BE APPROVED BY R TO DELIVERY TO SITE. /0'0P ?p' 10 RIVER WASHED GRANITE COBBLE ONECT AND CITY S PER CITY STANDARD DETAIL#542 SHE • ., ET L-22 5 `3/ » Op ' . Q1 SLUMP BLOCK RETAINING WALL AT EDISON FACILITY INSTALL PER STANDARD 6 ?p CITY DETAIL 604,AS MODIFIED PER DETAIL F SHEET L-26.SEE ALSO SHEET L-24 s" STORM DRAIN EASEMENT PER STORM DRAIN IMPROVEMENT PLANS,PROJECT SHEETS 1-14 1 CITY PARK PER GOLDEN OAK PARK PLANS,DWG#1629 TUBULAR STEEL FENCE PER DETAIL E SHEET L-22 STANDARD CITY DETAIL 608 • •• • ' 1 ENTRY WALL AND BATTERED PILASTERS SEE SHEET L-2 6 L-24 1 ENTRY SIGN PER DETAIL SHEET L-2 AND L-24.SEE DETAIL 8 SHEET L-4&DETAIL E ON L-25. N 1 Z p ♦♦ f� 2 SIDED PILASTER AT END OF LOW RETAINING WALL.SEE DETAIL A SHEET L-4• !A "\ 4 10 G 9' 7 0V 1 3 SIDED PILASTER AT END OF FREE STANDING WALL SEE DETAIL B SHEET L-4. v\ 1 T SCREEN WALL.SEE SHEET L-24 X98' WALL RETURN TO HOUSE �• �• • FUTURE PHASE WALL TO RETURN TO HOUSE PER ENGINEER'S PLAN(SCALED FROM 1997 PLANS). o o O O o 0 o O o O o 0 o O o o •� • - - _ 6�pp ♦ 30'RETAINING WALL PER STANDARD CITY DETAIL 604,AS MODIFIED PER DETAIL F SHEET L-26. •�' ♦ CURBSIDE DRAINS PER ENGINEERING Q STREET IMPROVEMENT PIANS,PROJECT SHEET 19. i 18 19 ~ NNNNN � L I•' � - O CONCRETE HEADERIRADIUS TERMINUS DETAIL 542A SHEET L-22. �pSCq� fj • �• •• G� SIGNAL POLES PER STREET IMPROVEMENT PLANS,PROJECT SHEETS 155-28 �%CHARD y� O 20 3 Yeo ti �. *0� •• � • • <101 41 '4p10 �� ~ 10Do r ter ' BUT TONwo COURT o TCT RA 324 No .157 Jw - �o�c��•Fo 19 10 /� 3S 20 3j9 0f '' DESCRIPTION OF REVISION ATE CITY 4464* D APPROVED 100419 CITY OF RANCHO CUCAMONGA HEAR HS/DE LANDSCAPE MAINTENANCE DISTRICT COURT TRACT 15727 - THE HAWTHORNES GOLDEN OAK ROAD CONSTRUCTION PLAN AK SCALE APPROVED BY: f DATE „ CITY ENGINEER R.C.E. 24953 = 20' DESIGN PREPARED IN THE OFFICE OF RECOMMENDED LA N T E X LANDSCAPE ARCHITECTURE / PLANNMIG 0• 20' DWN. 31726 RANCHO VIEJO ROAD, SUITE 206 SHE T OF C T SAN JUAN CAPISTRANO, CA 92675 (949) 248-1993 FAX (949) 493-0706 L-5 L-28 CHK. BY: DWG. No. R GENERAL CONSTRUCTION NOTES SEE SHEET L-2 BLAKE HINI4AN X2403 DATE MAY lggg FILE No. 1 4 lit./ -L PROJECT SHEET No. 45 OF k�7I STREET i� �.irrl Hero eot AT BROOKKEW BRJOV,wEu`[_ r � iiwu.a�i nE MAI\TENAVCE RE51'O\5(01LITY AREA COURT!AjNED >IJR>iW�NEEI E MT IiVE CUt RT - ........... 10 \1E`l D t E ✓fir B� W�CT %...-.yi.... if 11+�, �``-1`� � L�'i``•� WPAD-1034.8 • •. .' : , • tBON�IE ONi,E 1 21 - • • • • 1 -N� RIIF `SV !X) GN•J ED41'E 1 .L L' 3� PAD=1041.0 , ! iREc- 3 :'K � a Q 1 ? '''' »»...,»» 19 4 PAD=1041.0 38 _ =' - s� ST = - --------------------- 4 , - 4 19 • � • 1 , 00 0 0000 O •. . _ ti ' 7 • . • ,. ,• .�•, • •• 10 1 � 10 3z5" 7B' 34.3" GOLDEN OAK ROAD 14.5" 21.2" f�5' 19 00 20t00 � �• 21�DO I 221 00 { ( I I l 24.5' 10.4' 20' 23 4' 39.3' 49.4' 20" 21.2" 19.7' 10 Z5 7A*— O O to HA P. DO WBROOK -- W :. i 00 • - __ _ _ _- _ __ may_ —\ O M NN .NNNNNNNNNNNN OOCOO 000 � O 0 0 0'p O• 0 0wo i"�•f e f! 1E�s •i► • O t 1 • • '- NNNNN 10 18 18 19 �J 3� 4 1 p 19 4 04 20 34 T:E4 1 PAD 39.2 FA D— .2 19 18 PAD-1039. 44- ' • `' •• PAD=1034.9 21 10 5 HEARTHS/DE I' COURT 11 W �u I I I I l GO 'N r ROAD I I I 28 00 I I I I 29{- 9.22 24{-00 I 25[00 I O I 27t00 � � V• I O 178' V _ _ - - _ _ _ _ - � X11 - \` AN NN�NNNNNNN \\ ` a T 19 CONSTRUCTION NOTES \ I I I tb \ I I O 34 21 Q 1 CONCRETE HEADER/MOW CURB PER CITY STANDARD DETAIL#5PER SHEET L-92 \\ I I 1 PAD_1045.2 3 GOLDEN OAK ROAD SIDEWALK PER GRADING PLAN SEE-SHEETS L-24 TO L-25 i� 4TH STREET SIDEWALK PERLK PER GRADING PLAN SEE SHEETS L-26 TO L-28 I I PASEO SIDEWALK CONSTRUCT 4• (INCH) THICK P.C.C. SIDEWALK W= 5'-0•AS I I — '%jNDSCgp�Z INDICATED PER CITY OF RANCHO CUCAMONGA STANDARD PLANS 103 & 114, SEE SHEET L-22 t ® 4TH STREET PERIMETER WALL PER GRADING, PROJECT SHEETS L-24 TO L-28 (CONSTRUCTED PER SEPARATE PERMIT- SEE NOTE ON L-24) 240g -•1 ® GOLDEN OAK ROAD PERIMETER WALL PER GRADING PLAN SEE SHEETS L-24 TO L-28 W (CONSTRUCTED PER SEPARATE PERMIT-SEE NOTE ON L-24) 4 PILASTER PER GRADING PLAN, SEE SHEET L-24 5 CATCH BASIN PER STREET IMPROVEMENT PLANS, PROJECT SHEETS 15-28 6 FIRE HYDRANT PER STREET IMPROVEMENT PLANS, PROJECT SHEETS 15-28 7 LIGHT STANDARD PER STREET IMPROVEMENT PLANS, PROJECT SHEETS 15-28 8 EDISON POLE PER STREET IMPROVEMENT PLANS, PROJECT SHEETS 15-28 9 BOULDERS PER DETAIL A, SHEET L-22. 2'�' BOULDERS SIZE PER PLAN. O� CAS GREY TO MATCH RIVER ROCK COBBLE TO BE APPROVED BY LANDSCAPE ARCHITECT AND CITY PRIOR TO DELIVERY TO SITE. 10 RIVER WASHED GRANITE COBBLE STONES PER CITY STANDARD DETAIL 0542 SHEET L-22 1 SLUMP BLOCK RETAINING WALL AT EDISON FACILITY INSTALL PER STANDARD DESCRIPTION OF REVISION DATE CITY APPROVED CITY DETAIL 604, AS MODIFIED PER DETAIL F SHEET L-26. SEE ALSO SHEET L-24 2 STORM DRAIN EASEMENT PER STORM DRAIN IMPROVEMENT PLANS, PROJECT SHEETS 1-14 13 CITY PARK PER GOLDEN OAK PARK PLANS, DWG#1629 CITY OF RANCHO C U C A M O N G A 14 TUBULAR STEEL FENCE PER DETAIL E SHEET L-22 STANDARD CITY DETAIL 608 1 ENTRY WALL AND BATTERED PILASTERS SEE SHEET L-2 L-24 LANDSCAPE MAINTENANCE DISTRICT 1 ENTRY SIGN PER DETAIL SHEET L-2 AND L-24. SEE DETAILL B SHEET LA & DETAIL E ON L-25. 1 2 SIDED PILASTER AT END OF LOW RETAINING WALL. SEE DETAIL A SHEET L-4. 1 3 SIDED PILASTER AT END OF FREE STANDING WALL SEE DETAIL B SHEET LA. TRACT 15727 - THE HA WTHORNES 1 T SCREEN WALL. SEE SHEET L-24 WALL RETURN TO HOUSE GOLDEN OAK ROAD 1 FUTURE PHASE WALL TO RETURN TO HOUSE PER ENGINEER'S PLAN (SCALED FROM 1997 PLANS). /� 30'RETAINING WALL PER STANDARD CITY DETAIL 604, AS MODIFIED PER DETAIL F SHEET L-26. CONSTRUCTION PLAN CURBSIDE DRAINS PER ENGINEERING STREET IMPROVEMENT PLANS, PROJECT SHEET 19. SCALE CONCRETE HEADERIRADIUS TERMINUS DETAIL 542A SHEET L-22. 1 "= 2 O' APPROVED BY: �' SIGNAL POLES PER STREET IMPROVEMENT PLANS, PROJECT SHEETS 15-28 / DATE -__ CITY ENGINEER � � i�i�� R.C.E. 24953 RIM DESIGN PREPARED IN THE OFFICE OF RECOMMENDED o' 20' LANTEX LANDISCAPE ARCHItTECTUIRE / PLA MING DWN. 31726 RANCHO VIEJO ROAD, SUITE 206 SHEET OF GT SAN JUAN CAPISTRANO, CA 92675 (949) 248-1993 FAX (949) 493-0706 L-6 L-28 CHK. BY: DWG. No. BLAKE HINMAN X2403 FOR GENERAL CONSTRUCTION NOTES SEE SHEET L-2 DATE MAY 1998 FILE No. 95-3438 L PROJECT SHEET No. 4(o OF &IeS. -_71 SCALE "= 2 O' TYPICAL MAINLINE NOTE: 4 CONTRACTOR TO ROUTE MAINLINE AROUND BLE AREAS IF POSSIBLE. SLEEVE ALL 0' 20' OR L OMAINLINE LATERAL LINESCROSS NG UNDER COBBLE / 14 PAVING. " TRACT No. 15727-3 d 30 31 32 33 34 35 36 37 29 f "P PAD-1023.4 PAD-1024.1 PAD,-, 10258 PAD-1027.0 PAD-1027.3 PAD-1027.3 PAD-1026.7 PAD-1026.1 FAD-!i"231 ° . f Alf Alf i fq � 4 3 - - 3 -0 - p 2 ♦ - - - - -- - - -- - ♦ o - o-o-o-o _ - C00TZ►GTo a- To Pi3 L-L - }_ - (� E lc Tam• co*'1 tgoa) I.J 1 G�. (,,aC,rITE� s,,DEu1�-ic- • A4 4h S L: E T o (3) w*<TeA trcsrmct_ O1e&s - IN em ^,e GOLDEN OAK .4H tc C' THIS ARCA • 72� Ai3 'e To Flo I.l121111iI 2 f R/ A 17 'lel ' /_ / l 0 (t �8 �" 3�a in 2c Al 31 � SYMBOL MFG. MODEL NO. DESCRIPTION RAD. GPM Pal E (FUTURE) RAINIBR'JD 162-SAM-PQ64I Iq.Ts 6HQLM bPRAY t 6. .30 30 � ! 8 0' - O RANDIRD 10,2-6AM-PRO-OH-ELT 6HRUD SPRAY 6' .11 30 TRACT No. 15727 ,I�,-7 + RAI ::2 -PRO--._PLT 6HQM SPRAY ell Ia, >m 6+S L16 1 RANDIRD 1012-SAM-PRO-100-LA SHRUD SPRAY 0. 30 3m FG . RANDIRD 1612-SAM-PRO-$C44-LA Swam &PRAY I�' .11 QF. 11 1 3m * RANDIRD 1012-SAP'I-PRS-IAF-LA 6MRU6 6PRAY 10, 11 Am I CONTRACTOR MAY OLCMTIT,JTE 6'OR 10' AS AIEDED TO PROMO!PALL COVERAliEAND AVOID OVER SPRAY. Q p-AI1.11511[p 1612-SAM-FF-trl2P slivLe RA.Y ,2' 2.(0 30 1 RANDIRD 1612-bAM-PRO•,6Q 6HR'JD 6PRA.Y 16' W 30 IS RANDIRD 1612-6AM-PR6-1*H 6HRUD SPRAY A' Lee RANDIRD 1612-6AM-PR6-iSP 6HRUD&PRAY IS' 310 3m D RANDIRD 1012-SAM-PR6-16E6T 640M SPRAY 4'sr@' II 3m ❑ RANDIRD 1012-6AM-PR6-16667 SHRM SPRAY 4'X30' 121 3m 4 RANDIRD I6r2-MAM-PRI6 6- Q-6LA SHRUD OTR/AM 16. AI 30 ' ! D RAINDIRD 1612-SAM-PRS-ISN-SLA SHRUD STREAM r' 1♦I 30 RANDIRD 1612-6AM-PR6-160 SLA 6HRUD 6TR"M 16. 322 30 ♦ RANI 1012-MAM-PRO-M&A. SHMO OTM"M 20' .6I 3m 25 24 23 22 11. RANDIRD I61I-SAM-PR6,2PN-SLA 6HRUD STREAM 20' Ist 30 5 ® RANI 1612-WM_PR642f-SLA 6HRUD STREAM 20' 322 3m 38 39 PAD-1024.7 PAD=1025.4 . PAD-1025.9 C � PAD=1026.3 CONTRACTOR RANDIRD VAR"`°`' °'�°AS",�coNDITIONO RSQUIRE To PROVIDE PULJ. OVE7tAdR MEDD AVO ID OVERMPIlAY. OR APPQoPRsA11c Afi:GH THE CONTRACTOR 16 RE=lP_ED TO "TALL RANDIRD PGO 6CAMN6 TO ALL HEAD*THAT R IX102 MOR!THAN PAD-1025.6 PAD-1024.8 A 26%REDUCTION N SPRAY PATTERN. TYPICAL SLEEVING NOTE: (© DATA NDUOTRIAL 22mP PLOW METER(8I206 PER CALMNW RECM OI4DAT1CN) CONTRACTOR TO RO TE MAINLINE AND SLEEVING 57. 1E SOOT L- 6uPEQroR $100 tsLoeR VALVE(NORMALLY OPEN ). LMR- SEE PLAN l3DSI3 � " � lXEP,-PEF II.3 t5 RANDIRD nIP• I*0'oe.t..lrt AROUND HANDICAP MPS. (TYPICAL FOR ALLx ea.Rr`F. 11.2 STREET CROSSINGS). ►� WATT SATE VALVE*Nn*403-R'- 61110 PLAT' a - R XER.REFII.Co, XEV-.RF-F. 11.5 • RArNerRD ErD-CP-PRS RRMOT=CONTROL VALVE( N A CARSON VALVE DOX)- SIZES"JDIGATfD. hRTERJVVIPI 2" Vlcx96gTsc :.FIIIFI re.c:-s-jlL_ PI (pet CGVtID STDSmow .� AUTOMATIC CONTROLLER LOCATION - t!,AI.Ls SE .Sale- Stt e-r L-9 'telt 'A, q DAcr-PLOW PRRVFINRD. TION OMCE -MODEL AND 6127 D,CAT (PER CCUA 6".) :R s IQ - a/ If rte/ G• PVC 6CH 40 LATERAL L" - IV COVER M PLANTNG AFd A6.PVC 6CH 40-24•COVER WDER PAVINrs. /1i 1 1"T 11 �I4 1E€ � � �'1 3 PVC*CH.40 MAMLMR 145•AND SMALLER,PVC CLAS*315 POR 2-AND LARMR - 18•COVER IN PLANTN4 ARRA&i 24•COVER INDRR FAVtNi - GEE 6t=6 NOICATED ON PLN,L (3"/wD LA�s.4 v �� I 4 ED/SON /14 , of ' • ! 1 . n VAULT ' - PVC.5W 4o wIRR eLSRVE elzt*Au,ID LOCATION DY CONTaacTOR 5 Z /a SL cv of iC ..LL TERALgLINR sLREVEV N(IAs [ NOICATES CONTROLLRR . STATION No. NO 24p3 J1 O O-o-_ J (l �r \D� /\v i Y 4k l'fpt `I` X MDIhMICATth AREA CATEMSPM 6ERVEDM•6Q.M. (T'1?. fb& EA.JAI-J6) • .. MDICATE6 VALVE 013 _ T_ rf / POO" 100000 � 2 L.ara,Te ►�tA4aL5NIB �"�� PRESSURE LOSS CALCULATION �� Ou Gr, 6`� F0# 150 8 s ( ,N�SN� CA . � ^ Lar.�'f'ar 1''k ACK- QIF l�L.IALK- )bfi.�-IC. �F SI ISE W►1-1�-� - .- PROJECT: CUCAMONGA CENTERPOINTE TR#15727 by: l ',�( h (4<^f A� 1 t, i CITY ¢, STATIC PRESSURE HIGH: 11Ops! LOW:105psi , w DESCRIPTION OF REVISION DATE �%L CLQ a`j - APPROVED SOURCE OF INFORMATION CHAMPION FIRE SYSTEMS INC.,FLOW TEST l b 'S2. I'L►'1 ? I ,t SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT 4PHONE NUMBER: (909)987-2591 VALVE STATION/G.P.M. Station:A/lb � GPM CITY OF RANCHO CUCAMONGA / LANDSCAPE MAINTENANCE DISTRICT ', a ITEM: P.S.I.LOSS: LF �C ,4;� WATER METER SIZE: 2' G.P.M. 1.4 III NOTE : i I BACKFLOW DEVIE SIZE: �' IRRIGATION SYSTEM IS BASED UPON A MAXIMUM -� TRACT 15727 - THE H A W T H O R N E S 2 41 G.P.M. 12.0 ro•>--r-LOW OF 3 INCHES OF WATER PER WEEK (TURF) AND 2 GATE VALVE(S): 3 � .f1 G.P.M. 3.0 "'-"-_�';- a - •" MAINLINE(CL..315)2 1/2' 870 .¢1, G.P.M. 4.4 �rI t•=.:•_j -,; __I A�o� srss»TeEsYaA C�7RsE;SsTsO��,SafvQsRsy11:-YsAAMAINLINE(CL..315):3' 0 0 G.P.M. 0.0 INCHES OF WATER PER WEEK (GROUNDCOVER : 4TH STREET AUTOMATIC VALVE SIZE: 1112" 41 G.P.M. 3.3 1=� ' SHRUBS) APPLIED FOR 8 HOURS A NIGHT/ DAYS A I~ IRRIGATION FLOW SENSOR: 11 @ 41 G.P.M. 01A RnMse�z.- uR�'�;ice,,?" ccaR MASTER VALVE: 2� p WEEK BETWEEN#THE HOURS OF 9:00 P.M. TO 5:00 A.M. - ---• --= - ��: + PLAN a41 G.P.M. (.o ! „ : ..................._..._.._...W.._ LATERAL LINE SIZE: 3/4' 35G.P.M. aD srDa�' - a 1.7 ONLY ONE VALVE PER CONTROLLER SI TALL - I1 . a „ 1" 40 12 G.P.M. 1.3 ..�.....—=-.-� '-�-�- _ :L OPERATE AT A TIME. APPROVED BY. DATEC/,; � -f 1 1/4" 70 24 G.P.M. 2.2 i t .Y DoiaE' -' ;': i-"L.�- - -- - �`i• 1/2" o � o G.P.M. 0.0 1' 7_ � _ CITY ENGINEER R.C.E. 24es3 2XtA 20 -1( G.P.M. TOTAL h I �'� ��-`t 3',�jf DESIGN PREPARED iN THE OFFICE of RECOMMENDED IRRIGATION PRESSURE' 30.0 LA N T E X ZS_ SYSTEM LOSSES SUBTOTAL: LAMOCA►E ARCHITECTURE / PLAlMig0 / PLANTING PLAN SEE l t -----, 31726 RANCHO VIEJO ROAD, SUITE 206 FITTING LOSSES(5°k OF SUBTOTAL): 3.10 I _r DWN. SHEET OF ELEVATION LOSSES/GAINS(ELEV.X.433)=/- 1022 WM 1023 HEAD = 1 0.433 SHEET L-12 & L-17 ` fi ;� SAN JUAN CAPISTRAMO, CA 92675 _ I r�€-__- 7 ze-05 - -__ �V�," � CT (949) 24d-1993 FAX (949) 493-0706 06# TOTAL SYSTEM LOSSES: �g AVAILABLE PRESSURE(LOW):- 105 :>, -_, - --__--=--- -_----------------- 0 CHK. BY: DWG. NO. 0 DEFICIT OR(')RESIDUAL PRESSURE: � BLAKE HINMAN #2403 ' t Pressure re ulat r 7 P •��° FOR GENERAL IRRIGATION NOTES SEE SHEET L-8 -�� DATE MAY 1998 FILE NO. PROJECT SHEET No. 17 OF (FUTURE) SCALE TRACT No. 15727- 1 11= 201 22 21 20 19 18 1715 14 16 13 PAD-1026.3 PAD-1026.8 PAD-1027.2 PAD-1027.2 PAD-1026.7 PAD-1025.7 PAD-1024.9 PAD-1023.8 PAD-1022.7 PAD-10217 0' 20' Vim 7_7777_172!2v Z 3� � � 3 n ® �3 � � �� 3� 1 1 A I�r ►��' n --���-� Z _ ,_ -07--0-0-4-0 - • ___ - -- / 4 1 « - - - _ 316 AOL T-7 �2 1/ l0B:Q- Az Z7 �[� 32. l�' 4 th S T EE T 1 �; ��� � 2 �2� ' (56 � � 5 D IRRiG14TION DESIGN CRITERIA A�z { Z �j 'I • Name of water supplier: CUCAMONr,,q COUNTY-WATiR DISTRICT 44 9 a Pressure data Iver N= CHAMPION FIRE 8Y' (HYDRANTS INC. (HYDRANT FLOW TEST ) - Phone No.: COTE: i RR iGAI ION LEGEND (9m9) 499"9189 CONTRACTOR iS REQUIRED TO USE RA S)OR PRESSURE COMPENSATING SCREENS V, DA-Te- of P 4.T�tiT: �Juuc 2, 1'9q-7TO ANY HEAD THAT REQUIRES 25%REDUCTION IN SPRAY PATTERN. lb`ro�OL MPG. MODEL NO. maecR IPT ION RAD. GPM PSI City summary CONTRACTOR water summa A� CONTRACTOR MAY SUBSTITU r RD 3'FLT NOZZLES IN LIEU OF 10'LA NOZZLES. HYDRANT 1 1mm YRDS N OF 4TH ST. WEST SIDS OF ARCHIBALD. I��■ CONTRACTOR TO USE(V R:ABLE ARC NOZZLES AS NEEDED TO INSURE FULL � MW 801D ISM-SAI-A-pRS-5. H -15 '61)ZfAM 15-U bacl 5� o.S 30 Z9 RANDIRD 1012-6AM-PRb-M-PLT 6HRU5 SPRAY !' 31 3m SPRAY ,1 COVERAGE AND AV _ . " Si RAY. �AIN1DIrQD 181-SMi-1006-OH-RT UD ,' 11 Sm STATIC PRE88i1RP ; Aim 1061 O 6HR t HYDRANT ID-mv. : imam + RAiNDIRD 181-SAM-PRb-EP-FLT GHRUD SPRAY d 1161 im HYDRANT • 2 150 YRDB E OF HELL-IAN ON SOUTH SIDE OF b ST. I `' ti RAiNBIRD GHR 101-SAM-PRb-1mG1-LA Lie SPRAYIm' i7 3m STATIC PRESSUr4 : 00 psi HYDRANT ELEv. :' 063 ! RAiNDIRD 101-6AM-PRS-I0W-LA GHRUO SPRAY Im' .111 (FUTURE) ♦ RRSA A �IRD 101- M-"M-t0P-LA GHRH SPRAY im' 1XII 30 i� HYDRANT II 3 co+zNeR 4TH ST. AND Hla.LMMI. I ACT No. 157 C CONTRACTOR MAY&A96TiTUTt 0' OF 10' A6� VIR,e�t AN TO PROViOR FULL COD AVOiD Mom SPY RA . 13 STATIC HYDRANT IiLitLaV. 1 Im2m PSi 12 16 RANBIRD 101-6AM-1006-861 GHRH SP13RAY Ib . 3m T : I11 O PAD-1021.7 PAD-1020.5 10 ♦ RAISMIRD 181-SAM-1086-i N GHRUD SPRAY U6 am Contractor Is to verify water prsssu'a with water syopitar before PAD=10 PAD-1 / ♦ RANeIRO 181-SAM-R"-ISP GHRUe 6110RAY Installation If different from Rioted above, contractor Is to notify �►�, O RAMDiRD ISM-SAM-PRS-iWIr 6FIRUD SPRAY 4'x1i' All im O owner for Instructions. Failure to do so will result In the contractorCQ S oTL- - -."$JT&-�IGTOit- To PU4l- �i� t�� 13GHR RARJDIRD 181-SEAM-10R6-iS6ST UD PRAY Wx"' 121 im being resporslbie for E�ypnig that might oGC.tr, �x'1^it/� GO1„t v •� RANBIRD 161-SAM-PRS-1bQ-SLA 0411W.0 bTRrAM Q �3� E?CTM Go1JT�i o1` J.-1t R,E s D RAMDIRD 181-S4M-10R6•IbH-SLA S-14" 6TRiIIAM Ib' 1.61im T'� TC -MASA . Ct.[►[8l S W 1R6S� O RANDIRD t01-6M1-PRb-1bF-b1.,4 61,4111UD STRi<AM Ib' 322 >� ♦ RAR�1D11lD 181-SAM-PRb-?14•GLA GHRIJB STR1tAM 20' Bt ► RAINDtRD 101-SEMI-PRb-LZN-GLA GHWO STRtAM 20' 1.f1 im RANDIRD 181-SAM-10R6-21F-SLA GHRUD STREAM 20' 322 >� 4 CONTRACTOR TO LM RANSIRD VARIA BLR ARCH =J*A6 PIMM CONDITIONb limmims TO 10ROViD/FULL 2 - 1 y, H -O --O--O --_. -p --�_ -�---- --- ---.L- - � eavtRAas AND A�ro►D OV1DRl�+"11.4Y. _ �� 4ppRnPR141'E Aer-H Q THN CONTRACTOR 16 RNMIRSD TO I1N6TALL RA PC*GCIQMA TO ALL H/AD6 THAT R1RAUtR!MONS THAN 4 4 4 A 2614 11MCWTiON NAWRA`Ll• D - 1 --- ♦ ® DATA N17UbmiAL 22op FLOW MITER C blab 10!0 GALGW 'MON) - ♦ - tOR AAO@ ALOE VAL11�[ tJOR!•IALLY Q +l ) - LNi 613 - - L 114 RArNDiRD "DNP . Ibm' oa bw PLAN GENERAL IRRIGATION NOTESAMC Zai H WATT&473 VALYN MIRtM 403-RT - GCs PLAN I RAIIRIBiRD /D-CP•F+06 RR"fOTE CONTROL VALLA ( N A CARBON VALW BOX) - SIZIS NDiCATED. 1. ALL AULN LINE PIPING AND CONTROL WIRES UI�'I)ER 2� �M� 2/ � LeG�� ria L.a.� PAVING SHALL BE INSTALLED LN SEPARATE SLEEVES. 8/c-k 51c�E�►�'Lx" NOTE : ® 1yATER MRT1lR (•RGto 2" DohESnG- To crv1 L yL�wS ( �Q cc Sr`ps.) 11.THE SPRINKLER SYSTEM ETI DESIGN IS BAS INIAILJAI C 1 C A IS IRRIGATION SYSTEM IS BASED UPON A MAXIMUM MAIN LL\'E SLEEVE SIZE SHALL BE A NIINDfUM OF TWICE (2\7 OPERATING PRESSURE OF97 PSI ANDA 1411. a FLOW THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL O AUTOMATIC CONRROLL/R LOCATION - GAL,SEn�tE 'sEE SI+EeT c.� fo+�'/1' . WERE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE DEAfAND OF�GPM. THE IRRIGATION CON C R I /!2p 5 I s OF 3 INCHES OF WATER PER WEEK(TURF) AND 2 REQUIRED Ir'UAI$ER OF WIRES UNDER PAVING. <U►o�.css SLEEVES SHALL VERIFYWA PRESSURES PRIOR TO q Q OAOCFLOW 100SYMsITION MMCF - MOM AND 61a NDICATIeD. (PM CCWD 6TD6-) Air a'fwomr S 4c( %)N) CO\STRUCTION. REPORT.k*% DIFFERE,\CE BE FN INCHES OF WATER PER WEEK (GROUNDCOVER/ ,,�,iL,�r,L, ,�, 5rao z " ecVVCED SHRUBS) APPLIED FOR 8 HOURS A NIGHT/DAYS A ® PJL � ?_e REG uLA.Toit. THE WATER PRESSURE INDICATED ON THE DRAWINGS 4 th S T R E E T PVC 60H 40 LATMAL LN/ - 12' CORM N PLANTING AREAS, PVC 6CH 40-240 COvRR U Dvm PAVN4. 2. ALL LATERAL LICE PIPING UNDER P.4VLNG SHALL BESLsf�uEo �y/ THE ACTUAL PRESSURE READING AT THE IRRIGATI WEEK BETWEEN THE HOURS OF 9:00 P.M. TO S:OO A.M. SCHEDULE a0 PIPE AND SHALL BE LNST.4LLED PRIOR 70 PAVING, POINT OF CONNECTION TO THE O\VNER'S,AUT T f? _ ONLY ONE VALVE PER CONTROLLER SHALL PVC 6CH.4e MAIN&M AIR AND eMALL1�1R, FWC CLA"2th POR 2•AND LAOUR ' OR COMM N 10tANrM REPRESENTATIVE. `q' � A ARitAb/24' COVlR UNIDER PAVNb - Sit 61208 NDICAT= ON PtAK (S^ swA C Atbc� z4' cdJE2 �►� �� (tt .3. PIPE SIZES SHALL 1_UNF0R�1 TO THOSE SHOW:`I ON THE 1% {�" I OPERATE AT A TIME. I PLAPT► 1Nls AIt%1s/ >G" 6MC - UIJ064- PAST JCt) O DRAWINGS.NO SUBSTITUTIONS OF SMALLER PIPE SIZES 12.DO NOT WILLFULLY LNSTALL THE 'T-f R SYSTEM AS I SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SHOWN O\'THE DRAWINGS\t' I T )BVIOUS iN THE FMC SC4.40 WIRit GLERV1t - SI2#6 AND LOCATION DY CONTRACTOR ' PVC 60HEOULS 4m MAN AND LATtRAL LNE GLM 2X DIA.OF PiP/. * ' ti✓ FIELD THAT UNKNOWN O _ �' 'JAS, GRADE PIPE SIZES ABE E APPROVED. ALL DAMAGED AND REJECTED DIFFERENCES OR DIFF 7C L`7 THE AREA SL eEVE i1WDER. AVL Get>Z� Q^4�4 PIPE SILALL BE REMOVED FROM THE SITE AT THE TIME OF DII�fENSIONS EX1S " ' LIGHT NOT HAVE BEEN TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED �' SAID REJECTION. F`:G LNEER W G. SUCH OBSTRUCTIONS OR BY A PRESSURE REGULATOR . _. FOLLOWED BY BACKFLOW THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS NDICATI16 CONTROLLM 4 STATION NO. �► CONSIDERED PREVENTION DEVICE, FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION X pJDICATtb ARl4 6lAzvtP N 6Q. FT. (•cYP.FcREp. VAt Ve) 1� 4. INSTALL ALL BACKFLONt'PREVE\'TIO\DEVICES ASND ALL DIFFEREN LD BE BROUGHT TO THE ATTENTION OF T4iEc�IT`r d• VALVE. ALL EQUIPMENT SiZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, X �� THE O AUTHORIZED REPRESEiNTATfN,E. I`1 THE NVICAT"apom \ ^�„� PIPING BETWEEN THE POINT OF CONNECTION', THE STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND COORDINATED AND PAID FOR BY THE DEVELOPER. INDICATiO VALV1t Sia • BACKFLOW PREVENTER AS PER LOCAL CODES. EV 10, NOTIFICATION IS NOT PERFORATED,THE LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON C' 1 t ION CONTRACTOR SHALL ASSUAfE FULL ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE 5. FINAL LOCATION OF THE BACKFLOW PREVENTER AND - .F;SPONSIBILITY FOR ANY REVISIONS Ir'ECESSARY. SITE BY A REPRESENTATIVE OF THE CITY. AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. AUTOMATIC CONTROLLER SHALL BE APPROVED BY 13.ALL SPRINKLER EQUIPAfENT,NOT OTHERWISE DETAILED OR BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX OWNER'S AUTHORIZED REPRESENTATIVE.� SPECIFIED SHALL BE INSTALLED AS PER AIA.NUFACTURER'S (SB)SBBC- ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT SB �AL ALUMINUM ENCLOSURE,AND SHALL BE INSTALLED PARALLEL CITY RECOMMENDATIONS AND SPECIFICATIONS. TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. THE TOP OF THE SPRINKLER HEAD IS'/4"ABOVE FINISHED GRADE. DESCRIPTION OF REVISION DATE APPROVED 6. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER CITY OF RANCHO CUCAMONGA LOCATION SHALL BE PROVIDED BY OTHERS. THE 14.THE IRRIGATivN CONTRACTOR SHALL]INSTALL VALCON BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET IRRIGATION CONTRACTOR SHALL NIAKy THE FLNAL ,. AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. CONNECTION FROM THE ELECTRICAL SOURCE TO THE 5000 SERIES ADV'S(ANTI-DRAL\VALE ES)'ON ALL HEADSIPL _i.l . i CONTROLLER. AREAS WHERE FfNISH GRADE EXCEEDS 4:1. MAINLINE INSTALL ONE (1) SPARE ORANGE WIREECO ALONG THE ENTIRE LENGTH OF THE LANDSCAPE MAINTENANCE DISTRICT MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE 'I ; 7. ALL SPRL%KLER HEADS SHALL BE SET PERPENDICULAR TO 15.REFER TO SPECIFICATION'S FOR ADDITIONAL DETAILED PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL S RIPS IN II%FORALATION. I r-r---� FINISH GRADE UNLESS OTHERWISE SPECIFIED. ENCLOSURE FOR IRRIGATION WIRING. IT..-.,._:....,._.-I ro�--rl�-ak; I TRACT 15727 - THE HAWTHORNES 16.00NTRACTOR SHALL FLNE-TUNE AND ADJUST ALL SPRINkLER ...T�.. S. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST IRRIGATION SYSTEM iS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER ,, � � ALL SPRINKLER HEADS AND VALVES FOR OPT[ATUAI HEADS TO ELLAiLNAT£OVERSPRAI'ON HARD SURFACES. w>rEK (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) 4TH STREET .� T R E E T BROOK'1E.-cEx } 3„,;,�„u .OR. E M,t!�TE�n�CE RESI'0�5tDILI7Y AREA S COVERAGE WITH AILNIAIAL OVER SPRAY ONTO WALKS, APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. i1 ;- ,.<•g. -i rsY3Y3re SY8Y SYS'SYJ Ye,3S7:Y:'CCY3: I v AIOR\'1\(, EE�^E�II�t�•ll�wr-'.M_UE COI R STREETS.11'ALLS,ETC. 17. CONTRACTOR AGIiNTALv A CLEAN AND SAFE 1VORKING TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. N PLAN �3_._ IRRIGATION El\'VIRONM Al A\ NIGHT BARRICADES MUST BE .., ..,.. _.................................._......_ 9. THIS DESIGN IS DIAGRAAtA1ATIC.ALL PIPING,VALVES, ETC., PROVIDED FOR ALL OPEN TRENCHES. AUTOMATIC CONTROLLER TO BE A CALSENSE ETI-(fm STATIONS) - DR aoro.rnRnE s-LT.;'_.a�CT. SHOWN WITHIN PAVED AREAS IS FOR DESIGN r - -r (DIGITAL RADIO)W/ANT-I ANTENNA PORT INSTALLED WITHIN A STRONGBOX(SB) :1 ..=�=T:;��E,�.-=:,:-,���� _-�- ` � i APPROVED BY: DATE CLARIFICATION ONLY AND SHALL BE INSTALLED W - ��' ; ` � , j , PLANTING AREAS WHEREVER POSSIBLE.THE CONTRACTOR 24SS/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA I -D�"E'- �1 I _ __ ,,,E TE--���`<0 6t�KD� CITY ENGINEER � R.C.E. 249ss PORT (EPDXY-FILLED) ON TOP OF THE ENCLOSURE PER MANUFACTURER J _VT .i:_ -,j' SHALL LOCATE ALL VALVES IN SEIRUB AREAS. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL _ „ .��R E E E, j _ DESIGN PREPARED IN THE OFFICE or RECOMMENDED 10.ITIS THE RESPONSIBILITY OF THE IRRIGATION POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE } o i r L 1"- 0 1-�.r _ LANTEX CONTRACTOR TO FAAffLIARIZE HIMSELF WITH ALL PAY ALL COSTS FOR THF,INSTALLATION OF A NEW WATER METER. CONTACT THE �, + ;� ,; � 'G` AS DIRECTED BY A REPRESENTATIVE OF THE CITY. 3 ,�: 0.St DRHE 3J.DO RO�DRM1'E LANDSCAPE ARCMITECTl/1K / /LAMMMfi GRADE DIFFERENCES. LOCATION OF WALLS.RETAINLN� CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION WALLS,STRUCTURES AND UTILITIES. THE IRRIGATION PROCEDURES. I'-'-- -• x: ' r r; ;-',��!�� _. DWN. 31726 RANCHO VIEJO ROAD, SUITE 206 SH T Of- WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET L1GFfl'S,TREES,ETC.) �� -, �� -,- , , CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS � _'R�a�r� 6 S.R GRR;O Jtscrl J SAN JUAN CAPISTRANO, CA 92675 INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PLANTING PLAN SEE �� :: _ (� i C7 (949) 248-1993 FAX (949) 493-0706 [� DA.�+IAGED B1'HIS�':ORK HE SHALL COORDINATE HIS PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST SHEET L-13 & L-18 - ` CHK. BY:WORK WITH OTHER CONTRACTORS FOR THE LOCATION THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE�OR HALF CIRCLE AND INSTALLATION OF PIPE SLEEVES AND LATERALS ........ .................. BLAKE HINMAN X12403 DWG. No. THROUGH WALLS UNDER ROADW Air PAVING.ETC. � $� //�^, - _ _ -_. DATE 1998 FILE No. '(f/ ��L PROJECT SHEET No. 0F � -71 MID GL ENA/RE , SHA DO WGRO VE ►� a6 COURT �.� DR/VE 39 TRACT No. 15727-3 cn PAD=1024.8 r �� 40 ��' Az 49 I1�o .� (C�' ass A4 PAD=1027.1 A' II D _ ,3 --s Ki ���" PAD-1024.6 � 1 " 33 j%" � Controller t4 N _ - _ _ -- - 4 1' 1� ��� INSTALL A CAL6�NOR CONTROLLIR (ET-1-40-OR `T3/4 I• �� -- 3� -- e - - !a I� a^ •~ O •. WITH ANI' I ANTENNA PORT. LOCATE IN A 6TRON05OX W-24-65/12OV. ( VERIFY LOCATION WITH CITY ) CONTR4dTOR TO RVrEQ TO SITE ELICTRICAL PLANS FORA LABLE 120v CONTINUOUS POWER. �` • -o- • -o-• o o- . ..�- • - • - - - - _ - �-_o moo=$ =o �o-�- • -��=o - o�� � F 01 ■ - _ 2� � �4 - - �p �-- - -- � a� - �� �4 - -- �-�---�`�--- - �d��c� - .� P.O.C. . �4 v, z 2,� `� �G 11 �Z = C�nz+'tc�tL. To pul-L.(\) c5eT J INSTALL A DOMUSTIC 2 WATER f R Nw. ( VM1R1' LIS, ff LooALI M+•Id 4136 _ / Z � ■ LOCATION WITH CITY ) INSTALL A 21/ " WILIC" 600 t� (o G O L D E /V A K R 0 A D G°'�''^°"' `-''� �°^'� � ' ��'` ' Go+1Tto v t.l t p,Et To Tht g AfmA • SWR INS PR966URE RWGULATOR ( AFTWR DACKRLOW DEVICE ) o ' y : Ffc> a� ■ Ces.7TMeTo�i To F�+jt-t- (I) ��� . C . (�,�,QLr W1Q�� 5 BAGIC.FLOW PRrel/IsNTOR TO Bfa A 2.'I FE1�3G0 82b-YA LOCATE IN A STRONG BOX ��-�_,iraNGLOSURII. � ��N t,�,�.f A�o (3 ) Ga"1Tc ot__ I o � W 1+c.cs ro �s AtEr�. (c...oc.E w►Jt s)� 2, , - Z�1� _ L�° zf+ � AVAI D PRIEaBURs : im>3 PSI L LA LW " a = • _ W DESIGN PRESSURE : PSI J ■ / - - Z - - _ " r A MAXIMUM DEMAND : 1 GPM ■ -Q -O . r Q -�-(.�- . - • - . . - • - - -G V - - • - . -Q-© -Q- `�, CCWD ADDRESS �� DATE ISSUED -• - • - • -O O -O- . - . 1 q-- -0-0-- -O OO --tom- • - • - .r _� 44 - ----S•�`-c� _-Q"_� EE WATER METER ELEV. 1022 HIGHEST HEAD SERVED. 1023 � ¢ 3¢ ¢-_ err �n a� � ,/ ��" y - -� --�-� O 25 i. G►4 1� �C c13 26C^C cl 1 Iii" 30 1 ,' PAD=1024.7 ,. 5 U24.9 IOC G15 (FUTUF T <� ICT No. 15727-1 SYMBOL MFG. MODEL NO. DESCRIPTION RAD. GPM PSI CT No. 15 7-7 Q RNNS10.fl lat2-SAtt-�4-S-S' F}-4 STRt1.M ?�ul�.>:tt c,' O•S 10 % .. SI l9 RAINDIRD Ian-aa,M-PRS-aQ-MLT ONRUfb ffYP'RAY •' by � SPR/NGBROOK o �AI�IRo Ian-�,-,�RB-�,-MLT �IR� �R.,Y Rr1,N IRD W2-GMM-P'RS-AM-MLT OHRUD SPRAY a' ib, 30 1" �" ►3 1�t COURT I ti R,AINDIRD len-SAM-PRS-IOQ-LA ONW.0 SPRAY ISE .H 30 0 Pie- 0 pawaIRD Ian-GAM-PRS-ION-LA emmm SPRAY W. 10 31V A O� O ♦ RAWBIRC Ian-GAM-PRE-OP-LA 64WJB SPRAY 10' 1b, 30 �o?� Ir 42 ty" 25 CONTRACTOR MAY tD11iDST'iTUTt a' OF 10' A6>ttliDtD TO PROV►D1>tIJL.L COvbRACra AND AVOID DvlR SPRAY. 3 / r - 4 " �1� 16 RAWDIRD Ian-GAM-PRS-I66! 64RU6 OI°RAY D' • (FU Rr PAD b RAINDIRD Ia,T-GAM-PRE-IaFI 61.4R1� FRAY 1!i' ,aa 7�J O ,`•��. C•e.STv�G ` 35 RAINDIItD ian-GAM-PRE-19P SNRtI� SPRAY 16' 310 3m • LL c►> > ► Ir 1!J11 C) I I RACT N V • A•�O ( G F. ; RAINDIRD Ian-CMI-PRS-161ST 6HRUD SPRAY 4'x19' bt 30 • W�L6S .� '�ntS pQFA' � � \� � � �N � /�� 1 Q„ 1-0 O RAINDIRD Ian-MI.1-PRS-1666T ONRIJD SPRAY 4'x30' 1212OIGI� " � 12y31,0011 ac- n� Z '03 J L/ D RAINDIRD Ia1T-GAM-PRE-ION-eLA INRIJd 6TR>tAM 16, 1f1 �61 ,((i " � 4 �� 1r M 2 (i c �- PAD/ r @ 1lAIND,RD 1812-GAM-PIM-1611111-GLA ON" STRUM 16' 922 30 IZ �� GZ# �lL i r / IeAIue1RD Ian-6NM-PRE-?2Q-SLA ONRtJe STI 20' .81 30 � 3 __, .� � lsp - PAD-1029.9 �'2 ��'�' y �I _ - �, , Ijbi x I / _ '� t ► N2 ' ?� PAD'S 0 61 1 2 I p •- � , RAISMIRD Ian-SAM-PRE-2tff-6LA ONR(JD STRrAM 2m' 22 30 / _ s J CONTRACTOR TO I" RAIU IRD VARIADLS ARCH ZZLRb AS PIRLD CONDITIONS RI�ORJIR/ TO P Od MW MULL q 0,} • �. COV"A 6 AND AVOID OVIREPRAY. � AP �RIaIt ^RcN. • l0 `1 1 ! Q ! -._,�'�-^ ^ - -' t- '�' _ V"u--{�-� --- I '�y�- ,- •l THN CONTRACTOR 16 WA=IR19D TO INSTALL RAIN51;= PM 6CRtl.1E TO ALL mEADO THAT RIGIUItim MOR! THAN A 25% Pt3T=TION IN 61MRAY PATTl+lN. • A?-O_ II 1 In O_0-0 r �f - Z • J-C}-�- ff�� Z5-0-O- _ r.�t.1N� Cn - o►Tt I-'IA'• ® DATA INDUSTRIAL 220P ROW mwmm ( SIZ1S Rm CALS�101 RtCOMl vATION) 0-O-4-Q-II-4 --- -- Zr 1N �.ak. �.1..•{ m 2 ti --- -- - --- ----- 3� - ------ • R1 ® &MMIOR 1100*Wft VALVt C NORMALLY Ole ) - LI 6128 • � . �/rTG M ft+t N L I N E G • L R.e rneblfQD 33DNP . 16+9' o e - Ott PLAN \ H WATT d"Tt VALV1 6tRlt6 403-RT - Ott PLAN - " D 01 A K R O A D o RAMDIRD !D-CP-PRS MMOTE CONTRM VAI C M A CARSON VAI DI 61216 INDICATItD. 4 1 FLAPS (Pec c c rJ e tr�s.� # /� B 6{L4TtR MIETtR P +eO LR Dar625T1t�- REFER To GIJtL A 28 gDl'�A/ - _ ' _lam •/ �� O AUTOMATIC CONTROLLIR LOCATION -C.AL�NSE SEESNEE? II IgM',A' & LAO Irm 'c', wo t , " Q__ - -- -- " ,► -- ---- I =t5 _-O �j b p DACICtLOW PRfVtalTloN OtVICs - MOM AND bf= MDICATI ("R =1JD Gn*-) �� f• ` __ _ Q�Q'; /� �r - • '\� W I ll'E1xi SEM.IES �b� Z-1 QEI�UG60 PRESSJ4E i E4lJll.To�. - -0'-O PVL^ 6CH 40 LATtaAL LINt - n' covtR nv PLIJVTINQ� ARtAb, Pvc 60H 40-24" coV1R wDtR PavrtJ4. 3 ;2&-, _ ---- �� 1 • - PI 6140 MAMLIW 1tt- IWD OIMALLtR,PMC =A" 316 MOR 2" AND LA1l6tR - Ia" COMB IN PLANTMb ��O- - ��-_� � . r - - ANtA6/ 24" COMB UNOW PAVMb - Ott 61Z" INDICATW ON PL.MI � 3" 02 L �GeJ911- I',jl' - t,J Pt_A,J INN. A2cAs/ Z(O't co.ialL ut-►pc� PAVlwbj.. ' ►NDSC4 7Y / Q1� /1 - PVL^ SG1}•40 WIN/ GLiVt - 61ZN* AND LOCATION DY CONTRACTOR. ��O , A�'' c g � ¢ l 30•J �- _ � _ Ds'O , _ - PVC SC 480" 40 MAIN AND LATMAL LII OWVt 2X DIA. OF P1P2. , 1�tr Z 2 G � PA �U�� 71'5 SLEEVE i1NDER At_t. Go6E3t,E PAV1E.lq R` 7 / PADA 26.7 lye" 32 (V--U o- 157 2 R�DICATIB CONTROLLIR 4 STATION NO. N X INDICATft AI bl QYWD IN PT. (T`(P. FOR ,� Rq �?�? G 5 �Cr' TRP•G� X INDICATtB bPM �,u•� tY�rf � +��• ��� �11 2t INDICATIS VALVt 6121 '`* ��/G► , //i/i . PRESSURE LOSS CAL _I ION ARBORGLEN ��, ���►F� ra PROJECT: CUCAMONGACENTERPOINTE TR#15727 ry: DR/VE 1�- 2� DESCRIPTION OF REVISION DATE CITY STATIC PRESSURE HIGH: -i LOW: 105psi APPROVED SOURCE OF INFORMATION' C 0'; FIRE SYSTEMS INC.,FLOW TEST SUPPLIER: F�.CNGA COUNTY WATER DISTRICT PHONE NUMBER: ,.,)587-2591 CITY OF RANCHO CUCAMONGA VALVE STATION/G.P.M. Station:C/f4 41 GPM roSTREET- ITEM: P.S.LLOSS: NOTE : LANDSCAPE MAINTENANCE DISTRICT IRRIGATION SYSTEM IS BASED UPON A MAXIMUM I WATER METER SIZE: 2" 41f G.P.M. 1.6 BACKFLOW DEVIE SIZE: 2" �{ G.P.M. 12.0 OF 3 INCHES OF WATER PER WEEK TURF AND 2 - "(TURF) ; . ,�.P, , gal TRACT 15727 - THE HAWTHORNES INCITES OF WATER PER WEEK GROUNDCOVER/ OLDEN OAK ROAD GATE VALVE(S): 3 (93 ( G.P.M. 3.D / Y' t I MAINLINE(CL..315)21/2 820 � 4 E G.P.M. 5.2 �`�} ��,.:v��o.eo�.ok;�E MAINTENANCE RE51'O`;SfQILf7Y AREA ( ): i SHRUBS) APPLIED FOR 8 HOURS A NIGHT/DAYS A ;.:,.... 1. _ �SDSYSY}Yd"'iYSB}y,p9 L'B•.'}:' MAINLINE CL.315 3" 100 � G.P.M. 0.2 � --- .' ; - AUTOMATIC VALVE SIZE: 1112" G.P.M. 3.5 WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. FLOW SENSOR: - 41 G.P.M. .aR. C REE/Et R ,�, DECO RT IRRIGATION PLAN MASTER VALVE: 3" 45 G.P.M. 1.5 ONLY ONE VALVE PER CONTROLLER SHALL L:= ;.` :............................. LATERAL LINE SIZE: 314" 30 8 G.P.M. 1.5 1" 0 (® 0 G.P.M. 0.0 OPERATE AT A TIME. � °`°'°�� APPROVED BY: -� ` DATE 1 114" 4 - +u; �l G 24 G.P.M. 1.3 ` Imo_ _-.•' -,-?, ---' 1 112' 1 I CITY ENGINEER { , ` ���/,[ 20 24 G.P.M. 0.6 t r`-�-`^""��' �`� R.C.E. ' 24953 2114 10 .41 G.P.M. TOTAL 0.0I;, =I`'_ -? ✓- ,�_ DESIGN PREPARED E CE OF RECOMM DED 1 ~: PR PAR IN THE OFF PLANTING PLAN SEE ° Y i IRRIGATION PRESSURE: SO ' � - � ' � SYSTEM LOSSES SUBTOTAL: (o I I� _ ' LAIIOSCAPE ARCHTECTIJItE / PLANNMrG SHEET L-14 & L-19 = F 'mak °� I 3t 726 RANCHO vlE,o ROAD, SUITE Zoe FITTING LOSSES(5%OF SUBTOTAL): 3.07 pp _ t DWN. SH ET OF �� �� SAN JUAN CAPISTRANO, CA 92675 4 ELEVATION LOSSES/GAINS(ELEV.X.433)_/• 1026 WM 1024 HEAD = 2 0.866 `t �\ GLE RE COIki 0._`BkMA`' x- `-�-' ) ( ) / 949 248-1993 FAX 919 193-0706 AL SYSTEM LOSSES: `7y0 --------- -�____ ------------------------- CHK. •• BY: DWG. No. _ AVAILABLE PRESSURE(LOW):- 105 ()DEFICIT OR(')RESIDUAL PRESSURE: � t BLAKE HINMAN X12403 +� -f--+ 8 FOR GENERAL IRRIGATION NOTES SEE SHEET L-8 - .......................- = �'�i"t� DATE MAY 1998 FILE No. 'Set Pressure regulator at 75 P.S.I. PROJECT SHEET No. �g OF 471 HOMES TEAD DRIVE 0 1'ii' $9 G32 2 cn 5 GZ°� r (FUTURE) c t" II D 2 �yi,, TRACT No. 15727-6 N r '1 3 .> N o rn PAD24 X23 , Gy3 IIS /R `36 �sM TR 0 +�i ��i n K '�CT t •��,� s r" 'PAD >03 .6 1 / -1 2�6 «r �• /" -1 o No. 1S7 n - _ -- - - - � r- �- S -• �� - � - - �- � �� _ - -- - --- a�_ _ .kms ) 7_3 Vol 7=-j 70 Clio all - 6 - - qw ? n - - Z� �a Go►rr>izAC To7- Te ?u1,.t, V) V I , "too, 2 3 G 0 L D K R O A D c3� ExT�, � Lp�,'(E }'�>41 rt Lf N E ( 4�. �-.iwE l.E W 11t�S� �,� O % 'j�o T�Es� - `S- Lem-4'T'E MA►NC.IwsC �, N, /y I Pa�I�W�by �"� P o.c . c 2y2� ,� PA& =� � I 311 3" 3 rl L t 4 0 Z — n Ajj r _ os 40 11011 I _ =-- --� _ _ �- -� � � _ _ � u \ � p Q -�-"` - D 5� O 02 iy �+4 l 51 Iyz 40 PA 3.6 - -q 52 z PAp-1032 8 ME o TRAC 15727 hs+ 3o PAD-10319 GZ I�f� I � S I � b 113 �� y2r, 35 ly n / --- � �op Controller C 17 15P INSTALL A CALSINSlSE CONTROLLIR 111IT-1- WITH ANT i ANTENNA PORT. LOCATN IN TR X IkL" SB-24-SS/iZmV. ( VERIFY LOCATION WIT GiTY ) QLD POST � I GONTRACTOiE TO RLwLrQ TO SITS ELECTRICAL PLANS POi! AVAILA15LE 120V CONTINUOUS POWER DRIVE SYMBOL MFO. MODEL iVO. DESCRIPTION RAD, GPM PSI �,O•V. - V Q� �p R�auBrao la�z-stirr-pas-5 H-6 sjw evac+�EL cSo 30 TiC �" WATSR MSTSR l 1/tRt>t1' C� �i RAN 190 ISM-SAM-Pae-SH-PLT SHRUB SPRAY S' 39 3m INSTALL A 0CMM I . O RANdIRe 101-6.&M-P"-SH-PLT SHRL,e SPRAY b' .11a 3m LOCATION WITH CITY ) INSTALL A 211/2" WILKSNS 500 TRgC vTVR ♦ RANDIiRD tett-earl-PRS-EP-PLT SHtRIJd SPRAY s' 1b1 3m ti RAINDIRD ts12-SAM-PRS-1mQ-LA SHRUB SPRAY Im' iS LOG SSRISe PREt3SUR1t iESGULATOR C AtTtrR DACKRLow pSvlCs ) NQ• �S /Y r BACKFLOW PRQWNTOR TO DSA Z"WSCO 826-Y A �� 823 �(C �F �F • RANDIIRD 1812-earl-Pae-tmH-LA SF,RUD bPRAY 1m' �1D 3O LOCATit IN A STRONG BOX�,�i�G' -����'� � `� � / ♦ IlANDIRD Is12-MM-Pae-imP-L.A SHRUB SPRAY Im' ib1 � �I CONTRACTDIR MAY SUDSTirXV 8' OP 10' AS NnnW TO MOVIDS PULL WItW AriAVD AVOiD CNOM SPRAY. 4 - g i % • RAN15190 W2-SIAM-PRS-1661 SHR&M SPRAY •' 3m AVAILABLE PRWSSL X : f" PSI �— . QQ DESIGN PREa6URE : 64 �Pgl ��rr _— _ — � �� 4 ' / • IeAND11RD 181!-SAih-Pae-16H SHRUB SPRAY �' t.e6 >m MAXIMUM DEMAND : 41 GPM — � / � ♦ RANeIRe lett-earl-PRe-t6P SHRUB SPRAY >d' 3.�m sm CiCiWD AIDDRE86 : m RAtNDIRD 1812-e1Ar1-PIlS-168ST SHRtJD SPRAY 4'x16' bl i• DATE 113SUED : �p� �� r ° 20 62C ._ CJ RANDIRD 1812-bINM-PRe-166eT SHRue SPRAY 4'x3m' iSI � t 1l N" I � f Ii • % ♦ RANflI1Re 1812-baM-Pab-t6Q- O SLA SNOM STREAM WATER METER ELSV. HIGHL�BT HEAID SER Im24 u > RANDIRD 1812-SAM-Pae-t6+-+-SLA • +Rue eTR>taM te' ie1 am E N O A K 22r� ���\ � „ r L D 0 B o RANDIRD 1812-SIAM-PRS-ISP-SLA eHRUD STRE46 AM ' 322 R � GQ D i r _ / RAl1�IRD W2-SAM-PRS lLJD-SLA SHRUB STRiWM 20' .81 3m ! ; • ► RANDIRD 1812-SAr1-PRS }-SLA SHRUB 6TRE4M 20, 1.61 3m I tl hX:;-. ' • ® RARVDIRD 1&12-SAM-PRS-�-SLI► SHRUB 6TWIRAM 20' 322 >m 2 2N Zy I CONTRACTOR TO UN RANDiRD VARIADLX A004 NOT71Es AS PEIM CONDrrl"1REMIRE TO PaOVCW Pt3,.J. C INo RA" AND AVOID &v*"PRAY. oR ATp eA7f R I arE AI CJ4 THE CONTRACTOR IS REQUIRED TO NSTALL RANDItRp PCS&CPAs TO ALL HiI11ADS THAT 02a 10ft MOR= THAN A 2b% REDUCTION N SPRAY PATTERN. f ty _ , . u I 1" 3� t _ 1 m\ U �•1t\ ® 1aATA IlvDueTRrAL nmP PLow rltrelR else PSR CALSeveE RrcoMpVDAT1oN) iMJPEIR1oR 300 r�LODt VALVE ( NORMALLY OPEN ) - LNX SI2e —�- — le mss 1,,�•�C.rNE /\\ RANDIRD 33CNP . 60' or. - OM PLAN � �� - r 1 3,/ # A tt � rA� P�-R•k��� � v ►/ WATT aATS VALVS SERtEs 403-RT - SEE PLAN /� _ 1 M ; • RA1Ne11RD IM-CP-P" REMOTE e,CNIMOL VALVE C N A CARSON VALVS DOW) - SITES iWDICAMM. n r ` k ® "I"MITRR QQO6t7 2" Do N esT 1G - RE Fe�2 To �1 V t t, rt�V 15 (PER- cc W o STb s.> O b t4 I D-> .4 Q p M ` '4 AwTOMATte Co*tTROLLER LOCATION -Ge(.SF.roSE • SEE SiI�cT- G 10->:oR'G' 6 L-I1 rolt'8' � �' ���ICNA•� , '�y��i r A �� lot Np 71 3 I Zs C7' No 1 ;, �/ 0 DACCIII ,�PWRVVa, ION DEVICE - MOM �SIZE NDICATED. (111"M 0=0 WV6.) 5727_2 ® W)Lt,✓.)W- SEAm-> � 2ks-I KeDuC*.D P>z� 1 ul f- • 0 8�1j I�jlv • PVC SCH 40 LATERAL LiiS - 12' COVER N PLAVTINIS A MA.6, PvC SCH 40-24" COVSR 1JND11m PAY%m 1 ? - PVC SCM.40 MAINLWS 14' AND &ULLER PVC' CLASS IS POR 2" ASM LARINQ - 1S" COPIER IN Italu't R r w Pt,ANTNa � • I Z 301 b IL �l!D ,44 S -� AREAS/ 24" COVER IavDSR PAVnar - ess e1zEe 11VDIC.6,TED ON PIr4Nl (16I' AWL? tat&eQ- 7s111Go✓>`2 10 � Ih ,/ • 19 . PvC SGii 40 WIRE SLwrv>t - 61=6 aJD LOCATION eY ����. 1CALCULATION `7/ - — — — P%,001SCHSDULE 40 MAN AND LATERAL LRS SLAVE 2X CIA.OP Ilm". BUT \ T D PRESSURE LOSS o 00 I!r, 4 O INDICATES CONTROLLER 4 STATION NO. COURT PROJECT: CUCAMONGA CENTERPOINTE TR#15727 by: - X INDICATES 'AREA' 6ERVlD N ba PT. STATIC PRESSURE HIGH: 103pst LOW:97psI X INDICATES dM" (-rIo. DESCRIPTION OF REVISION DATE CITY SOURCE OF INFORMATION CHAMPION FIRE SYSTEMS INC.,FLOW TESTINDICATES VALVE els APPROVED SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT PHONE NUMBER: (909)987-2591 CITY OF RANCHO CUCAMONGA VALVE STATION/G.P.M. Station:B/21 45 GPM 6n S7REEr ITEM: P.S.I. - LANDSCAPE MAINTENANCE DISTRICT WATER METER SIZE: 2- ® 45 G.P.M. 1.6 J BACKFLOW DEVIE SIZE: 2" ® 45 G.P.M. 12.0 - -� TRACT 15727 THE HAWTHORNES 45 G.P.M. 3.0 i roP, _uu�A7 GATE VALVE(S): 3 _ lQ3 ............r ._. ...-.. . 4.5 MAINLINE(CL..315)2112- 720 ® 45 G.P.M. 0 5 _ _ GOLDEN OAK ROAD "ROJA{IE�CPL47 Ha[k•'a OR�IT�A UMIYf �1,\INi'EV�NCE RESI'OVSr61LITY AREA MAINLINE(CL.315):3• 200 a5 G.P. NOTE : c ,., -_ AUTOMATIC VALVE SIZE: 1112" 45 G.P.M. 3.5 I 1 L FLOW SENSOR: 11,¢0 as G.P.M. O.ss IRRIGATION SYSTEM IS BASED UPON A MAXIMUM MASTER VALVE: 3' � 45 G.P.M. 1.5 a I.�pRfflfo .TH fcx"7 8 1.8 OF 3 INCHES OF WATER PER WEEK (TURF) AND 2 ................................. IRRIGATION PLAN LATERAL LINE SIZE: 3/4' 35 G.P.M. PLANTING PLAN SEE ! ' _ ,• 35 12 G.P.M. 1.2 INCHES OF WATER PER WEEK (GROUNDCOVER/ "°'°"°"''� ""T "°`"- -- _ APPROVED B Y: 1 1/a• zo za G.P.M. os SHEET L-15 & L-20 _..._ i /~ ;-=--I — R C. �. SHRUBS APPLIED FOR 8 HOURS A NIGHT/DAYS A 11n• o o G.P.M. 0.0 ) :�% �� CITY ENGINEER 24953 .. ,0 as G.P.M. TOTAL o.0� WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. _ „� T4 `\ °P _ -- f 1 I_ —� DESIGN PREPARED iN THE OFFICE OF RECOMMENDED IRRIGATION PRESSURE: 30.0 ONLY ONE VALVE PER CONTROLLER SHALL 3 J ��.`{ ' - , � , - a � a9Nif half � LANTEX ` ( LAPOSCAPE ARCNTECTURE / PLANNING �rZ� SYSTEM LOSSES SUBTOTAL: �'Z- OPERATE AT A TIME. sll a> > to -f s. a c•_ Eoxl E ,I__ 31726 RANCHO VIEJO ROAD, SUITE 206 FITTING LOSSES(S°�OF SUBTOTAL): 3.os I -°:E T 7 - DWN. SH T OF ELEVATION LOSSES/GAINS(ELEV.X.433)=J- 1045 WM 1031 HEAD : -14 -6.062 jig J 1� ,Ia �'- SAN JUAN CAPISTRANO, CA 92675 r /� I �\ LLE {I ECO A7 SPMI GPT0.POA VL TT --_• �y_ v J 1 .__._-.-.•_;�:;__-�__ __ (1i49) 248-i993 FAX (949) 493-0706 TOTAL SYSTEM LOSSES: 58.2 _'�' AVAILABLE PRESSURE(LOW):* - 97 ^'< H Y. - - ,' ' _� CHK. B • DWG. • No. (�DEFICIT OR(')RESIDUAL PRESSURE + �b BLAKE HINMAN #2403 0 'Set Pressure regulator at 75 P.S.I. SEE / DATE MAY 1 gg8 FILE No. H/ FOR GENERAL IRRIGATION NOTES SHEET L-8 .._ .. __- _ . ................... i''�'1 Eau PROJECT SHEET No. OF -71 o O i N D ARA BROOKVIEW COURT o Orn 70 �d .t t� I 34\Lle N770 $n PAD-1034.8 (fi1t6n/<c M�1.�e.►Ne t7 u c>Ee. Gog1�L.6 'p,..,,► 4� '� d zB��J PAD-1041.0 ;z7 38 ty,< 7 • �` 3 PAD-1041.0 � y 4" �j��� - 4--a-o-oma- - - 1 m' GOL DEN OAK ROAD 219 0 v Loc T'L MAnJ Lr rJC M I rT 7 TI l7 O � � Lec•ET'le� Hew w�. QAft Ile- /��Q n�.,f( �N �L1R�CLL►� rEi r1 T-Z 2-IT Q:11 — 3 f41 Tj — O— - - - - - Q 1 , - -- - W - o % V4 '514 �-T (tF oAPAD-1039.2 PAD-10452D=10349 44 �► �Z�- �9 PAD-1039.2 t� 3,z. �•�" U 37 I ys" D 1 eto s a3 W 33 1/t ►-� A-+ i l NOTE : ( M IRRIGATION SYSTEM IS BASED UPON A MAXIMUM I I I OF 3 INCHES OF WATER PER WEEK (TURF) AND 2 ♦ i INCHES OF WATER PER WEEK (GROUNDCOVER/ M II SHRUBS) APPLIED FOR 8 HOURS A NIGHT/DAYS A I WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. i I ONLY ONE VALVE PER CONTROLLER SHALL i OPERATE AT A TIME. ) I i I iv >aYM>9t7L MFG. MODEL NO. OEaCRItION RAD. GPM Pal GO -N OAK ROAD R,.INa,Qo ,a,2-S�vtiPRS-S CrRtw„ 1-SpL_ s' 0.56 3(o RANSIOV 1614-bAM-PRA-bra-PLT SHRUB SPRAY V ro p RANht81RD 1612-SAM-PR6-6F4-ELT SHRUB SPRAY 8' I � RAM 9107 1812-GME-PRb-0P-PLT SHRUB SPRAY 8' lit sm r_ 3 / ti RAr1�IRD Ifi11-bJ►M-PRS-imQ-LA SHRUB SPRAY we 2 F y I I I • I�.ArTJ!!3IR0 mtt-SAM-PRS-imH-L.A SHRUB SPRAY Im' 1f sm — — — — � I ' I MhA -- - * It,+,t>JatRc�n �=rye-tmr- ►_— +xte eP+QAY le' lig sm - - - - - I Jx CONTR/ICTOR MAY bl,�bTiTUTE 8' OR Im' AS NlRDED TO PROVIDE i UL.L COV6RA66 AND AVOID OVER SPRAY. I I RANlsIRD 1811-SAM-PRS-itId SHRUB SPRAY i' 73 30 -- \ _ n • _ _ _ _ - -- - - RANDIi6'D 1612-bAr1-1�1tb-16P GH" SPRAY ►-� to I is '� ,� RANDIIQD 1614-bAM-PRb-IdEbT SHRUB SPRAY 4x16 INSTALL A C4Vv"TIC 2" WATER METER. ( YMPY ❑ RANBIRD 1614-SAM-IeRb-It/bST SHRUB SPRAY 419w, 121 >m \ I I I T � � Jjsii�� � 1 h LOCATION WITH CITY ) INSTALL A 21/2" WILJKINS 500 � ElANSIRD 1614 Rb -SAM-P -I"-SLA SNRUD STREAM W i1 Z9 �'k SERIES PQrSeUQN R"ULATOR ( AFNM DACKI6LOW DEVICE ) D RAItVDIRD 1611-GAM-PRS-ISH-SLA bHRUIS STREAM w' IN DAC<IcLOW PREANTOft FES CO 05 A Z" FE O 826-`f^ p RANDIRD 18t2-SAM-PRS-ibP-SLA SHRUB STREAM r' 322 sm 1 i � PAD-10452 LOCATE IN A STRONG IBOX`�i30�•l�IitNCL06l1Rlru. ♦ RANBIIQD 1814-bAt"t-PRSgtQ-SLA SMR<JD STREAM 20' JDl 30 r -�0 ► RAINBIRD 1812-bAM-PRAgZ H-SLA SHRUB 6TRE11AM 20' IIi >. I I `9� H � e OF CA. AVAILABLi Pl „:13B IRPi 21 PSI ® RAN!lIRD 1812-SAM-PRS-eZR-SLA SHRUB bTR!•AM 2m' 322 jo I I \ n 3 + F= � �al� ��csURE 68 QUI CONTRACTOR TO Ubi R.4NDIRD VARIABLE A.RGF�tOZ3lb AS RfELD GONDiTtONb 1QEQU!RE TO PROv1DR PULL 0 MAXIMUM PEMAND 4b GPM COVERAdW AND AVOiD OV0IR6PRAY. l ar- AppcdMIl,* W14 CC.WD ADDRE86 : THE A 2s llRDtJCT10N N bPRA To "TALLTALL RANDIRD PCO bCR19lNb TO ALL HEADS THAT RtttfiUtllE MOWS THA CITY DATE I1SSUND : PLANTING PLAN SEE DESCRIPTION OF REVISION \DATE APPROVED WATER METER EI.Xv. i045 SHEET L-16 & L-21 HIGHIRST HEAD SlsRVEb. 1m31 ® DATA NDIJbTRiAL 220P ROW METER ( &n*P" CALla16!RtC0�1ENDATION) ® SUPERIOR 300 GLOM VALVE ( NORMALLY OPW - LIS S SIZE CITY OF RANCHO C U C A M O N G A e RANSIRD 33DNP • so, o.a - SRR PLAN - . seer 0 Controller B �-^ LANDSCAPE MAINTENANCE DISTRICT H WATT BATE VALVE btOtlEb 4m3-RT - SRR teL.w ' RANDIRD We-OP-PRS REMOTE COAlTROL VALVE l N A CARBON VALVE DOW) - 61226 INDICATED. ._T._.. Ta TRACT 15727 - THE HAWTHORNES INSTALL A CALSIEN� CONTROLLER ST-1-40-MR-P-8-1 ; K,GhrgE cant WITH ANT 1 ANTENNA PORT. LOCATE INA 6TRONCsDOX ® WATER MWi l rQa'6Ce0 211 G�AvSj'--e�E� la uJ�� pLAas ( Pro-ccu,>p STDS.) SB-24-138/12mV. ( VERiF`t' LOCATION WITH CITY ) O A momwra cmmou m L.00ATtON GILL �!+ L-11 'g' �"'� "�" .�' GOLDEN OAK ROAD SEn►SE SEE ske y M.���1 EVA�CE RE5I O�SID - � 5 SLSSSCF 51 YS S S 37C POW ER"R TO SITE ELECTRICAL. PLANS MOR.r.G REE ` E . 4(E CoI RT CONTRACTOR TO Rle 120v CONTINUOUS PtoN DEvICs - MODEL AND 61ZE NDICATED. APER =WD On*-) FOR AvAILA9L :... IRRIGATION PLAN b•1lLkaNS SOtIeS c, Zy'` PEO►rE� P�E96JRE REG+JI�CT�Oi� ,�/✓ PVC bow 4m LATERAL LILA - 12" COMER N PLINTNO AR=AB, PVC BCH 40-44"COVER U KCVO PAYiNSL o`� APPROVED BY: DATE PYC BCH.40 MANN LE 1ti' AND SErIAL.t.ER,PC VCt_ASS 3� POR 2" AND LARQ#R - 0' COYER N PLWrriN4 t i —�R' E oR,,�pR �l l=�' CITY E N G I N E E R -� �i i4•L l/' R.C.E. 249 3!/ 11Ci 1h Tf_� / �l_ ARRAS/ 24" COVER UNDER PAVttJ4 - SIR SIZES NDICATED ON ImLAN �3'' oR LSRC��(i PLAtJT1�Ci ARFA -3 GoVW2- UWDE/L pAd1014 1 i, I - � DESIGN PREPARED IN THE OFFICE 0� IN A RAN EE RI Ems, - RECOMMENDED . PVr' 6G{1:4p . WIRE SLEEVE - 612#b ANLOCO D LOCATION DY CNLANTEX r! NfTEUI TRACTOR. � fi ' � LAIOSCAARCCTRE / PLANMlMC E(i' E Z Sil ACR tE GRI E L PAPE ►1N PVC SCHEDULE 40 MAN AND LATERAL LN0 SLEEVE 2x CIA.OR Pi . - F — D�/rf 31726 RANCHO VIEJO ROAD, SUITE 206 EE OF S�eewe ALIS Db>a eds .E Ta luvl�L, T SAN JUAN CAPISTRANO, CA 92675 COYi ; v51RG8 OA l`2T1iT- _ • ` 1 G -/ IVDICATIRB CONTRO"M 4 STATION NO. _- ' (949) t4a-1993 FAX (949) 493-0706 X NDICAT=b ARRA SERVED N ba PT. (TYt. FOA EA. JAL/E) - ____ ----___. - - C FOR GENERAL IRRIGATION NOTES SEE SHEET L-8 x NCICATttb oPr'1 .... ' HK. � BY: BLAKE HINMAN DWG. No. L ICATWS VALVE biZE DATE MAY 1998 FILE No. 5-3 38 PROJECT SHEET No. OF �� SCALE TRACT No. 15727-3 1 20$ 30 31 32 33 34 35 36 37 29 PAD-1023.4 PAD-1024.1 PAD-1025.8 PAD-1027.0 PAD-1027.3 PAD-1027.3 PAD-1026.7 PAD-1026.1 0' 20' PAD-10 .1 ro 04 4 th - S TREE T GOLD OAK RO 0 6m srRsrREEr I ' Rpvvl'Ei[tD COt' T i 1 tlRooE:wc+CQUKT� . W.aiwtla'c� �,:oR�e' MAI�TEVnNCERESt'0��.'SfD[CITYAREA \pR\IG�AEE»^ SNEA`i_SDE COL'R7� ^ ...... .I_ ... -- �olo Tok d •fin ''c1 . .- y. 8�' � �1�1tST£l i�`04�`'•OR )A DR 'E __ -- 1T I.. .J �•.\r O [. J .�l 1 TRACT No. 15727-77 1 - /\ RtlORy naiET ` - 25 23 22 2 T 38 39 PAD-1024.7 PAD-10254 PAD-1025.9 PAD-1026.3 7 ��` � ' ' '°_ �'�A�,� C j C7 RAD-1025.6 PAD-1024.80 _ :_ t .URr ; ''R' - t:- f � 5 TcTP-L, TH+ IRRIGATION PLAN SEE _-- SHEET C-7 c E 1I r 1 VA Ut r :R `cY,':R° 24 4th S TREE TA At � q 0 E GOLDENOAK AND 4th STREET DESCRIPTION OF REVISION DATE CITY Il7I. WE-1TREES SPACING APPROVED QTY SIZE SYMBOL BOTANICAL NAME COMMON NAME LAG IND LAGERSTROEMIA INDICA ?AOSKOGEE CRAPE MYRTLE 20' OC CITY OF RANCHO C U C A M O N G A x�C/liCii`t 15 15g PIN CAN PINUS CANARIENSIS CANARY ISLAND PINE 25' OC t 1$ 15g PLA ACE PLATANUS ACERIFOLIA 'BLOODGOOD' LONDON PLANE TREE IM� ' 30' OC LANDSCAPE MAINTENANCE DISTRICT ���fivl`t l� l �� �, e ' C PLA RAC PLATANUS RACEMOSA (MuL.Tt� CALIFORNIA SYCAMORE 40' OC 15g RHU LAN RHUS LANCEA AFRICAN SUMAC 20' OC TRACT 15727 - THE H A WT H O R N E S 2 36"box QUE AGR QUERCUS AGRIFOLIA COAST LIVE OAK 40' OC 4TH STREET PLANTING PLAN APPROVED BY: VINES 68 CITY ENGINEER 2� 5g PAR TRI PARTHENOSISUS TRICUSPIDATA BOSTON IVY 15' OC —_ DESIGN PREPARED IN THE OFFICE OF RECOMMENDED CF LA N T E X LANICICArE ARCMTECTURE / PLAMP MQ DWN. 31726 RANCHO VIEJO ROAD. SUITE 206 SH ET OF Section A-A �� SAN JUAN CAPISTRANO, CA 92675 INSTALL 4" OF COARSE, SHREEDED CHIPPER MULCH IN ALL TREE AND SHRUBS INCLUDING SLOPES, (949) 24e-1993 FAX (949) 493-0706 w IZ ZP�1 Section B-B CONTRACTOR TO SUPPLY TYPE FOR APPROVAL BY THE CITY PRIOR TO DELIVERY TO SITE. CHK. BY: DWG. No. FOR GENERAL LANTING NOTES SEE SHEET L-13 DATE MAU119981NMAN FILE No. �2+03 PROJECT SHEET No. SZ OF are6 �1 (FUTURE) SCALE TRACT No. 15727— 1 "= 20' 22 21 20 19 18 17 16 15 14 13 PAD-1026.3 PAD-1026.8 PAD-1027"2 PAD-1027.2 PAD-1026.7 PAD-1025.7 PAD-1024.9 PAD-1023.8 PAD-1022.7 PA 1021.7 Y 0' 20' •`�'..���� a f h O 6 • o a v W o0 4 th S T R E E 0 0 N � -j�STREEr Tc=_� r �ROVASIE COI Ri �-� MAN rEN.A\CE RESI'OYSfOrLITY AREA i ...b15 'k ?2�+�DRI>E SYS`JJ`,'S!'JS'f 57173'.'3YJ Y7�2•.7:7.:'S_'_` G�REElE UA L11E k�TiE COLR ACT Nc;W5727 13 12 �...� _._..._. r -_ ............ oEoro r >F�.i>-- cr. - -- PAD-102f.7 PAD=1020.5 11 10 1� on' ,� _ _ „p.�E> P —1020.0 PAD-102 ;�-� a :•. —; _;..., �\ ` A�QRy \DRI\�/ _�•I_ v P7 Ski 6J GRcT�FAI i'E— SN ROI E DIWE f - ^ IRRIGATION PLAN SE ,� = I► SHEET L-8 Q 0 --- D= f-TO G ♦ • �� � I �> 5oxf I►'� i � � -�,r>tosc,�,� Zke 4 th S T R EE T �%C"ARp J 2b9 � PLANTING NOTES 1. CONTRACTOR SlIALLNOTiFY nICCiTYANDLANDSCAPEARCHiTECTOFSiTE 10. THE FOLLOWING SOiL AMENDMENTS SMALL BL•FOR DID PURPOSES ONLY. O CONDiTiOTTS WHICH PREVENT INSTALLATION PER PLANS AND FiNAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOiL SPECIFICATIONS. CONTP.ACTOR SHALL BE RESPONSIBLE FOR REMOVING TEST RECOMMENDATIONS(SEC SPECIFICATIONS). ROTOTIL THE REQUIRED AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS SOIL AMENDMENTS G"INTO TI IE SOIL AT TiIE REQUIRED RATES PER 1,000 SQ. %pl, Do j WHiCII ARE NOT INSTALLED PER PLAN AND SPECIFICATION FT. � GOLDENOAK AND 4th STREET � O Or CA' 2. CONTRACTOR SHALL FOLLOW TMSPACING E DETAILS AND SPECIFICATIONS FOR SOIL 4 Cy.NITROGEN STABILIZED SAWDUST TREES PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL 120113SGYPSUM REQUIREMENTS. 125 IDS GRO-POWER PLUS SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE 3. CONTRACTOR SHALL FAMILIARIZE; HIMSELF/HERSELF WiTi[ ALL 11, LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHiP MULCH UNDER ALL LAG IND LAGERSTROEMIA INDICA VOSKOGEE CRAPE MYRTLE 20' OC UNDERGROUND UTILITIES,PIPES,STRUCTURES,E:TC.,AND SHALL TAKE SOLE TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PIN CAN PINUS CANARIENSIS CANARY ISLAND PiNE 25' OC 10 15g RESPONSIBILiTYFOR THE REPAI R/REPLACEMENT,ATNOCOST TOTIIECITY, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING PLA ACE PLATANUS ACERIFOLIA 'BLOODGOOD' LONDON PLANE TREE 30' OC 22 15g ANY DANIAGEOF SAID UNDERGOUND FACILITIES. OPERATIONS SMALL ACCOMMODATE TI IE MULCH. CONTRACTOR SIIALL CITY SUBMiT.A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLA RAC PLATANUS RACEMOSA (mm_-Tt) CALIFORNIA SYCAMORE 40' OC DESCRIPTION OF REVISION DATE APPROVED 4. NO PLANTINGS14ALL BE DONE UNTIL ALL OPERATIONS iN CONJUNCTION PLACEMENT. SIIREDDED MULCII IS AVAILABLE FROM: RHU LAN RHUS LANCEA AFRICAN SUMAC 20' OC WITH THE INSTALLATION Of Ti4E SPRINKLER SYSTEM iIAVE BL•EN �� �r,L II•sllgiF� QUE AGR QUERCUS AGRIFOLIA COAST LIVE OAK 40' OC CITY OF RANCHO C U C A M O N G A COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, TI IE-PLANTING BLUE RIBBON NURSERIES 7 5883 AREAS I[AVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND ORANGE,.CA THC WORK APPROVED BY THE CITY. (714)633-3666 LANDSCAPE MAINTENANCE DISTRICT 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CiTY AND LANDSCAPE ARCI 11TECT PRIOR TO INSTALLATION. FINAL LOCATIONOF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A TRACT 15727 - THE H A WT H O R N E S REPRESENTATIVE.OF THE CiTY PRIOR TO EXCAVATION. 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF 4TH STREET ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT iS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR MIS SUB- PLANTING PLAN �� CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS OTI IERWISE APPROVED BY TI IE CITY. _ - VINES APPROVED BY: / / �, - , DATE 7 QUANTITIES SHOWN ONTiICLEGEND ARE FOR ESTIMATE PURPOSES ONLY. PAR TRI PARTHENOSISUS TRiCUSPIDATA BOSTON IVY 15' OC 58 5g CITY ENGINEER �4/'.,/ G �:'� �f�" R.C.E. 24953 ' FINAL QUANTITIES FOR PLANTMATERIALS INSTALLED SMALL BE GOVERNED B11THL•INDICATED PLANT SPACING REQUIRED. DESIGN i PREPARED IN THE OFFICE of RECOMMENDED 3. wi iENEVER Si iRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS CTP LA N T E X OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE• LA"DscAPE AtcwrrecrURE i PLAPMM AREAS,A CONCRETE HEAD[- IS REQUIRED,PURSUANT TO CITY STANDARDS DWN. 31726 RANCHO VIEJO ROAD, SUITE 206 SI-IiiT OF AND DETAILS IIEREON. SAN JUAN CAPISTRANO, CA 92675 INSTALL 4" OF COARSE, SHREEDED CHIPPER MULCH IN ALL TREE AND SHRUBS INCLUDING SLOPES, �J (949) 248-1993 FAX (949) 493-0706 �_ 3 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY 13ASiS UNLESS OTIiERWiSE CONTRACTOR TO SUPPLY TYPE FOR APPROVAL BY THE CITY PRIOR TO DELIVERY TO SITE. CHK. BY: DWG. No. APPROVED BY TI IE CITY. 11` BLAKE HINMAN #2403 / /�� G� DATE 1998 FILE No. 6, PROJECT SHEET No. S3 OF '-71 GL ENA/RE SHA DO WGRO VE _ `"STREET - COURT DR/VE TRACT No. 15727-3 39 I .iPE1f CO R O ..... .s M`.:. S YRUOC YI .COl'Ri �_I.-�-�y� t,`.,.-:_tip -..-.._'. PAD-10248 40 49 fY ref Ste.«I�wo�D�R�DR':I,'E Y6 JSS,fE5J5'SSYE Re SSIO,StD[LITY AREA _ n _ FAD-10, .1 -, GEE! Di S 1(liM I/`RL D PAD=1024 SNRN > �Q o�Dro,DR e A I o - i - -- (e0.A DR 1 O -A R IRRIGATION PLAN SEE - __ - ._. -- - — - — —. W 1JU�IY ` ----- - SHEET L-9 O l - 0 ......................... ....................:............... (54 cj) I WIDEN OAfC ROADlo ��'',� sol + ��c 14' x.►CSN T-TrF rte. JG 1 10 3�. A- 2 y - ' 25 26 ' A�w PAD-1024.7 024.5 PAD-1024. h (F RE) TRACT : 15727-1 i I� q TRACT 15727-7 W o SPR/NGBROOK SHAD W R O G O VE 3o COURTloco DRIVE _ TURE) TRAC P • � 29 �0 157 • ?8, ,•3 0 P PAD - 10 • 9 1030.6 GOLDENOAK AND 4th STREET TREES SPACING will 11 QTY SIZE SYMBOL BOTANICAL NAME COMMON NAME Lv �� •\c 18 l5g LAG IND LAGERSTROEMIA INDICA 'AAOSKOGEE CRAPE MYRTLE 20' OC _ 20 24"box PIN CAN PINUS CANARIENSIS CANARY ISLAND PINE 25' OC • l �' 10 24"box PLA ACE PLATANUS ACERIFOLIA 'BLOODGOOD' LONDON PLANE TREE 30' OC t 3 15g PLA RAC PLATANUS RACEMOSA(MOt.-TI) CALIFORNIA SYCAMORE 40' OC n let RHU LAN RHUS LANCEA AFRICAN SUMAC 20' OC • o� • O QUE AGR QUERCUS AGRIFOLIA COAST LIVE OAK 40' OC G p • • L I A R 0 A D d _ VINES • X63 �9 PAR TRI PARTHENOSISUS TRICUSPIDATA BOSTON IVY j DSC • ARD 29 j pA p0' VR�� .S ��• INr� PAD--1026.7 7(Fv� V5 27 G� No. - * � J. ys -rFtA ` �, 2>_ � A RSORGL EN . � IIIb DR/VE CITY _ DESCRIPTION OF REVISION DATE APPROVED 5 '!t)Htl'`T CITY OF RANCHO CUCAMONGA LANDSCAPE MAINTENANCE DISTRICT TRACT 15727 - THE HAWTHORNES GOLDEN OAK ROAD FOR GENERAL PLANTINGPLANTING PLAN NOTES SEE SHEET L-13 APPROVED BY: - , - DATE (PZ CITY CITY ENGINEER ��.LCl� � v 1�.� R.C.E. 24953 DESIGN L PREPARED IN THE OFFICE OF RECOMMENDED INSTALL 4" OF COARSE, SHREEDED CHIPPER MULCH IN ALL TREE AND SHRUBS INCLUDING SLOPES, G'P LA N T E X CONTRACTOR TO SUPPLY TYPE FOR APPROVAL BY THE CITY PRIOR TO DELIVERY TO SITE. t AND726 RA ARCVIEJO ROAD, i �wMr+Ma DWN. 3172e RANCHO v1E.,o ROAD, sUITE Zoe SHE T OF p SAN JUAN CAPISTRANO, CA 92675 f J (949) 248-1903 FAX (949) 493-0706 L-14_ 0 CHK. BY: DWG. No. �ll BLAKE HINMAN #2403 // A/p �T DATE MAY 1998 FILE No. (� PROJECT SHEET No. OF ��� HOMESTEAD DR/VE 0 cn (F ) II D 25 TRACT No. 15 -6 N r— PAD=1 32.1/ o m 24 3 TR,q c 15 mu l.T/I - s T PAD-1032.6 PA 2 6 '� No. 1S> SO t5 PlI 990 DEN OA K ROA D CIS �F5 .. -- .� � I q ■ O ` AQ;� ►�' rto�143 _ w I ► O I ° Q 'l:� d — V* L O 52 PAD.-1032.8 PAD-1033.6 - •• -q • • p�1 TRACT No. 1 PAD--10,319 OLD POST DRIVE �jc \ 0BUTTONWOOD CT 2 TR C 6 T No. �s �ivF FBF PAD-1031.9 2S -4 I� GOLDENOAK AND 4th STREET v • TREES SPACING • QTY SIZE SYMBOL BOTANICAL NAME COMMON NAME .�� 22 15g LAG IND LAGERSTROEMIA INDICA 'MOSKOGEEF CRAPE MYRTLE 20' OC 0 / p E /V O A K R - PIN CAN PINUS CANARIENSIS CANARY ISLAND PINE 25' OC G ° PLA-ACE PLATANUS ACERIFOLIA 'Bl00DG00D' LONDON PLANE TREE 30' OC 19 15g PLA RAC PLATANUS RACEMOSA (MULCALIFORNIA SYCAMORE 40' OC �'�t R� • 5$ 15g RHU LAN RHUS LANCEA AFRICAN SUMAC 20' OC I Pj QUE AGR QUERCUS AGRIFOLIA COAST LIGE OAK 40' OC i •' n • • VINES PAD_�p32� 3 O 84 5g PAR TRI PARTHENOSISUS TRICUSPIDATA BOSTON IVY V,ND��' OC TF'A CT. No 1 `` , , � 15727-2 • ..r'i rurrflElnca i ......... :.,W{ ... ROOAIfCCk.Ri Dot ;tt�S_tiw- u_QRi�Af E MAIVM%ANCE RESPONSt0TUY AREA A BUT �576VSKw6595YSYSYSYeYS.lYJ':•.7 F":. I1GREf- 1 RTH IJE COIR CO T ♦ �' 1+z► IRRI 0 _ - ---IRRIGATION PLAN SEE � ` ................... --- - - OlD TDRI�E 8100{;CT CITY T— 5 �vT1� `rl�� SHEET L-10 -= r. DESCRIPTION OF REVISION DATE APPROVED } J �iy '{r T � Aat; :1. \. �R00-DR^• � CLi-- ' rg ``� }1 {'J_�r I • `. ,,�� � �; CITY OF RANCHO CUCAMONGA LANDSCAPE MAINTENANCE DISTRICT A 1 1 Alla-6,JI[1S-�a0._F � SMW OR"JE D0.1vE ' �i fes- GIE�A�R _'C' +i- - TRACT 15727 - THE HAWTHORNES .... . GOLDEN OAK ROAD PLANTING PLAN FOR GENERAL PLANTING NOTES'SEE SHEET L-13 APPROVED BY: � ,� - � DATE CITY ENGINEER 4/ _i r'Q2 R.C.E. ` 24953 M DESIGN PREPARED IN THE OFFICE OF RECOMMENDED Cr LANTEX (16_Ls7l LAM OCAPE ARCHITECTURE / PLAMPI INSTALL 4" OF COARSE, SHREEDED CHIPPER MULCH IN ALL TREE AND SHRUBS INCLUDING SLOPES, DWN. 31726 RANCHO VIEJO ROAD, SUITE 206 SH EL T OF CONTRACTOR TO SUPPLY TYPE FOR APPROVAL BY THE CITY PRIOR TO DELIVERY TO SITE. J SAN JUAN CAPISTRANO, CA 92675 / 1� �-,{ (949) 248-1993 FAX (949) 493-0706 Section C—C BLAKE HINMAN X2403 DL / YI� CHK. BY. WG. No DATE MAY 1998 FILE No. PROJECT SHEET No. S� OF �l 6m SrREET '�'�-- --ter-- I IRRIGATION PLAN SEE ........... - (.I) a �I BROOKVIEW COURT SHEET L-11 - MAINMNAN'CE RESPONSIOTLMY AREA I '--1"E. ��� S`JSYSYSS'S5'JSYSYS•ISYS`.V','�'.'�S•,,'::..`. �Y' !1l N UR�K1A DRi �InR119ILRE[. lRTH-1-(ECDI RT D _ s ....................... N r— Z51 � ., O m1 y �OID b�K VT �R:TTI uOCM CT _ O ,, �.. �o 1 1 .. _-____.. C wRP�Rr IF�DRi�E• __ _-' W PAD 1034.8 _ )tl pl ,k �E INUIT SH DO G �E DRI VE ,L— t •jJ ,`y 0=1041. OPA � ��` L VRIRk COI ki� SRR G RGOA - , -99- .-- _ --I- ---I-I-`--- J 0 � • C7 - - - -- - o o _ 000 - ':R -- GOLDEN OAK ROAD �i 1, , 'o -- �i Ilk -- - - - - - -- - - - - - -T - -� �D • - - - - - - - - - - V. f - 1-° t ` PAD r � 5. 2 PAD-1045.2 W ; AD=1034.9 W PAD-1039.2 4-4 MI _ I ` I ll I I I Ti i i 'I � I II I II GOLDEN OAK ROAD III I � I II �• - - - - - - - - - j I I - '� I I �`NDSCA I \\ I I I I �� "AR IF PA 4J 2 GOLDENOAK AND 4th STREET aI � 0.4. TREES SPACING I I - � �,�'; aK��� j SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE I I Iv I LAG IND LAGERSTROEMIA INDICA 'MOSKOGEE CRAPE MYRTLE 20' OC 20 15g PIN CAN PINUS CANARIENSIS CANARY ISLAND PINE 25' OC PLA ACE PLATANUS ACFRIFOLIA 'BLOODGOOD' LONDON PLANE TREE 30' OC PLA RAC PLATANUS RACEMOSA CALIFORNIA SYCAMORE 40' OC I t4" DESCRIPTION OF REVISION DATE CITY .12 RHU LAN RHUS LANCEA AFRICAN SUMAC 20' OC 28 159 APPROVED l,►� QUE AGR QUERCUS AGRIFOLIA COAST LIVE OAK 40' OC CITY OF RANCHO C U C A M O N G A LANDSCAPE MAINTENANCE DISTRICT TRACT 15727 - THE HAWTHORNES GOLDEN OAK ROAD 12LANTING- FLAN 110 VINES APPROVED BY: DATE 'k ItA� 1 PAR TRI PARTHENOSISUS TRICUSPIDATA BOSTON IVY 15' OC 46 5g CITY ENGINEER mw C/;u R.C.E. 24953 DESIGN PREPARED IN THE OFFICE OF RECOMMENDED CP LA N T E Xis- LANDSCAP! AltCHIMECTU" / PLANNINO DWN. 31726 RANCHO VIEJO ROAD. SUITE 206 SHEINT OF INSTALL 4" OF COARSE, SHREDDED CHIPPER MULCH IN ALL TREE AND SHRUBS INCLUDING SLOPES, J SAN JUAN CAPISTRANO• CA 92675 L--1w e VOR GENERAL PLANTING NOTES SEE SHEET L-13 (949) 246-1993 FAX (949) 493-0706 .r CONTRACTOR TO SUPPLY TYPE FOR APPROVAL BY THE CITY PRIOR TO DELIVERY TO SITE. CHK. BY:' DWG. No. mil BLAKE HINMAN #2403 fJ[1 DATE MAY 1998 FILE No. 95-3438 (l!/ PROJECT SHEET No. 0F SCALE 1 ))_ 201 0' 20' r' TRACT No. 15727-3 30 31 32 33 34 35 36 37 29 o PAD-1023.4 � PAD-1 24.1 � PAD-1025.8 PAD-%1027.0 PAD=1027.3 PAD-10267 D:1026.1 PADJ023.1 .1� PAD-1027.3 �, tzxt���, 22 � ' 71 r2 7 91Z vEZq 5k- LEI 5 I ' L14 Gl + I� 1 I r 1f f 4 b N �r _ o � >�C- �� - th S T R E r r�� M u � I -� GOLDEN OA K s rRA JA5 ROAD (FUTURE) S�EEJ e.o' e.o' TRACT No. 15727-7 — ' y__}. Iplf Yfl L COI. rRua:.T1- couRi �. H uR A p, E MAINTENANCE RESMWSfOtCfTV AREA ^{ -.•{ �� SS6KSD'wd!o_y17l Y!!•d.d.3S7D96•:61_-n I_) " GgRIREf UK.d HFAR N>�ECDCR _...................................... l O10'Ot Oklxi,E TTD.Upp_Ct....,...•c :tea--WIT — _ I r , t Rr RIf �sI no cRa.EORI—rTT 25 24 23 38 39 PAD-10247 PAD-1025.4 PAD-1025.90 - „�; __ PAD-1025.6 PAD-1024.8 L 77 5 � -fRRIGATION PLAN SEE SHEET L-7 1 D - I 5 l�� :R 4- 1 40 EDiSON h 2 �y i IGi VAUL T ------------ PF 4 th S T R E E T �wA A�� 7 LAN PWA • A I � 5 5 FJ I � DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA r I C� ,��, GOLDENOAKAND 4th STREET LANDSCAPE MAINTENANCE DISTRICT — �j � — SHRUBS QTY SIZE SYMBOL BOTANICAL NAME COMMON NAME SPACING TRACT 15727 - THE H A W T H O R N E S 7 1 T� �l J 147/6 5g/15g DIE VEG DIETES VEGETA FORTNIGHT LILY 5' OC 4TH STREET L.,6-0 lam. 32 5g DOD VIS DODONAEA VISCOSA 'PURPUREA' PURPLE HOPSEED BUSH 10' OC I 74 5g LAN' MON LANTANA MONTEVIDENSIS TRAILING LANTANA 6' OC PLANTING PLAN 68/13 5g/15g PLU CAP PLUMBAGO CAPENSIS CAPE PLUMBAGO 10' OC 283 1g. TRA JAS TRACHELOSPERMUM JASMIN016ES STAR JASMINE 2' OC APPROVED BY: /� DATE O IiUD DAV BUDDLEIA DAVIDII PURPLE W4Mk1E BUTTERFLY BUSH 5 OC CITY ENGINEER lu R.C.E. 24953 0 CER PLU CERATO STIGMA PLUMBAGINOIDES DWARF PLUMBAGO TOC DESIGN PREPARED IN THE OFFICE OF RECOMMENDED '.!0 '5 LAN DWA LANTANA DWARF WHITE LANTANA 4'OC cr LA N T E X y2 1 g ROS OFF ROSEMARINUS OFFICINALIS'KEN TAYLOR' ROSEMARY 5'OC LAfOICA►E ARCIMTECTUwE i 'LAIMIMQ ` Pk •s2 59 SAL LEU SALVIA LEUCANTHA SAGE Y OC DWN 31726 RANCHO VIEJO ROAD, SUITE 206 SHEET OF '.5+ 59 WES WYN WESTRINGIA'WYNABBIE GEM' NCN 115'pe: G� SAN JUAN CAPISTRANO, CA 92675 0; (949) 246-1+x93 FAA (949) 493-0706 FOR GENERAL PLANTING NOTES SEE SHEET L-13CHK. T54BY• BLAKE HINMAN /2403 D G, No. / AVALABLE AT EL NATIVO GROWERS INC. 818 969-8449 DATE MAY 1998 FILE No. PROJECT SHEET No. 57 OF 1 -71 (FUTURE) SCALE TRACT No. 15727- 1 "= 20' 22 21 20 19 18 17 15 14 PAD-1026.3 PAD-1026. PAD-1027.2 PAD-1027.2 PAD-1026.7 PAD-1025.7 16 _ I� i�l�� �� z3 r L �� PAD-10249 PAD-10238 PAD-1022.7 o' 20' r U 4,00W � I , fW 1 � e FI1 71 I _ 4 ') 4 th S T R E E171 111 OFr l FUT E 13 12 RACT N .. ' 15727- - - O PAD 1021.7 PAD-1020.5 11 10 ; PAD=1020.D _ L WW14 I s ; + • _ D= f rv) '� � h-fico•: �> �. � � ` J ; 1 � r� c� 4 th S T R E E T_ 0 , E �, a O , XERISCAPE ASSESSMENT SYSTEM SUMMARY POINTS REFERENCE I. LANDSCAPE[Point Value] CLAIMED (Sheet N/Rcf.p) 1. Water cotTsming plants.[20J z10 L/Z-L-Z/ 2. Turf limited to 25%(45%residential.[20] 3. Plants grouped by watering need.(10) 4. Hardscape(non-irrigated)surfaces.[10] h STREET GOLDENOAK AND 4tEET s. Permeable pa"'ng.[s] DESCRIPTION OF REVISION DATE CITY 6. Low-water turf varieries.(5] 5 LIZ-GZ/ SHRUBS APPROVED 7. Mulchrovments.(5]ided in non-ground cover areaz.(5J 5 U2-G2/ SYMBOL BOTANICAL NAME COMMON NAME SPACING QTY SIZE CITY O F RANCHO C U C A M O N G A p - 8. Soil amend5 /�/Z"LZ/ J.�. DIE VEG DIETES VEGETA FORTNIGHT LILY 5' OC 128 5g to STR=FE� Total Points Claimed: DOD VIS DODONAEA VISCOSA 'PURPUREA' PURPLE HOPSEED BUSH 10' OC 32 5g 7 tj -�'� [Minimum Points Required: 601 I: j LAN MON LANTANA MONTEVIDENSIS TRAILING LANTANA6' OC 49 5g LANDSCAPE MAINTENANCE DISTRICT PLU CAP PLUMBAGO CAPENSIS CAPE PLUMBAGO 10' OC 62 5g >z IRRIGATION(Point Value) � IEEo�a TRA JAS TRACHELOSPERMUM JASMINOIDES STAR JASMINE 2' OC 188 9 TRACT 15727 - THE H A WT H O R N E S 1. Low gallonage irrigation s stem.[20J Zo L7-� ] •L .R006,Ew C«Rt $p,k,W; DR., BUD DAV BUDDLEIA DAVIDII'PURPLE#0*4c�t BUTTERFLY BUSH Y OC p 4TH STREET 2. Automaticcontroller.(20] - aiYs�sesYESro� tDttrtYJ�aE� 3. Designed to water plants by watering needs.[10] 3 t ice;':� CER PLU CERATO STIGMA PLUMBAGINOIDES DWARF PLUMBAGO TOC MORS''. REE R.E�NEnI X-ITiE COLR 4. Soil moisture sensors.(IOJ I"�t'J'''�` ' ' _ LAN DWA LANTANA DWARF WHITE LANTANA 4' 0 PLANTING PLAN , ° ROS OFF ROSEMARINUS OFFICINALIS'KEN TAYLOR' ROSEMARY 5'OC 22 1 g 5. Rain sensors.[5] OED 10S O0.1�'E' 'V % :� ; • - ! SAL LEU SALVIA LELICANTHA SAGE26 5 6. Windscnsors.(SJ f �� �� W�° ! SOC g APPROVED BY: DATE :✓ - WES WYN WESTRINGIA 'WYNABBIE GEM' NCN 5 OC 24 5g 24953 7. Sensitive to slope factors.[5] CITY ENGINEER _ R.C.E. �i 8. Reclaimed orrecycled water.[5I PREPARED IN THE OFFICE OF RECOMMENDED LANTEX 1 L• ,J_ CP L_Zs Total Points Claimed: (�o LANDSCAPE ARClIITECTtJIRE / PLANNING 0.�TIRE'is,�� oDR�� AVAA.ABLE AT EL NATIVO GROWERS �lC. (818) 969-8449 (Minimum Points Required: 60J �y ' �= FOR GENERAL PLANTING NOTES SEE SHEET L-13 ..,. .,. - DWN. SHE Of 31 726 RANCHO VIEJO ROAD, SUITE 206 r•- Gl E\AItE COE Rii S1RI�G 001. J .. SAN JUAN CAPtSTRANO, CA 92675 °a;l,',r •i 1I .-` "� �7 _I I" (949) 248-1993 FAX (949) 493-0706 - - - ---- - 0 w IRRIGATION PLAN SEE CHK. �� BY: ........'........... B KE H MAN 403 _._......... ...... ........._....._.: DWG No. SHEET L-8 u IN2 /lL Z8-L. DATE 1998 FILE No. PROJECT SHEET No. OF � '7) GLENA/RE c�. SHA DO WGRO VE CoA v� �..t,i C� COURT I � DRIVE TR - I Z � -- —\ S CT No. 15727 3 � � , 39 o = - -� _ -_ v 5 _f .. _1 �v '✓ 49 I b0.UOn�l �c� 3 b�"�I� E FfAI\'1'ENA\CE RESI'OVSfOtLITY AREA II PA =10248 40 GSYSb'.7'SS'd)'';7375.'.Y7'.'!':3.3)7:'..••^ v D AD=1024.6 i PAD-1027.1 J0.. GQtEEI I t 7 IIE tTM IUE IV I- _......... ITl o of 1 aoror r O � + % . 1- I / \ ' . ___-- � -� 1. � � - �. _ /\^ • S I \-t OCA E. A ,("1�;\ � - -- ((/�` R / ' • . 1 v . . / i �� . _ _ 1 / �- •,IE , lei ',. IRRIGATION ------ I.E 3 t . - L-9 R, E oR 4, • SHEET • - � ii. \�� ` '\= / � - 11 � _ � � i r� GLf— t�T � e_` ROOti CdL'IIT'—J --f Q .. -.... .:............... G- 0L DEN 0A K R 0 A D d� Pod vii 4 4 � v1 s �,�7 � Z �a �� 5 { �kQ 103 •, ,.kyw� cr JL - -. , t 1 - + r I 25. 261�19 10213 '�'P�l�� PAD-1024.7 AD-1024. = P 4. I � V CAF TURF) QCT No. 5727-1 14 r__l;I`F_ _ TRAC 7, o. 1572 4 DIE VE(:;r SPR/NGBROOK �� r I r- ` SHA DO WGRO VE COURT .oq 30 DRIVE O 26 DI c_ VEG ( UTURE) ��� �� � P AP zg TRA No. 157 13 'j; ti L)wa s 10 ?8> ow A � 2 ,,03,.3 7 PAD • 79- T c� � 1 �' 10 .9 p-1030 6 '+" - PA � -� I i - -- T1s_ -� ` - -- _ . . - —�_ , I • J. -DclT rn r 2� i0 A K R U A D 3 ,>i� �� /2z v WA o tAN PWA 17 � • � 'lob IA L7- 40oma. 1 1030.3 PAD -ruRE 2_77'S * �` 17 �� Tjq 'i 4404* , p p-1026.7 5 (V--UNo. 157 r . : q C G�T .rte`o�cr, A RBORGL EN r DRIVE -4.0 CITY DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA LANDSCAPE MAINTENANCE DISTRICT GOLDENOAK AND 4th STREET TRACT 15727 THE H A W T H O R N E S SYMP5DL rdf^MC L- NAME: COMMON VJA.P1E 6"CT aly ISHRUBS BUD DAV BUDDLEIA DAVIDII'PURPLE PR1WJr' BUTTERFLY BUSH 5'OC 2$ 5W3 SYMBOL BOTANICAL NAME COMMON NAME SPACING QTY SIZE GOLDEN OAK ROAD CER PLU CERATO STIGMA PLUMBAGINOIDES DWARF PLUMBAGO TOC 34 5g DIE VEG DIETES VEGETA FORTNIGHT LILY 5' OC 2" 5g LAN DWA LANTANA DWARF WHITE LANTANA 4'OC 34 5g DOD VIS DODONAEA VISCOSA 'PURPUREA' PURPLE HOPSEED BUSH 10' OC 29 5g PLANTING PLAN ROS OFF ROSEMARINUS OFFICINALIS'KEN TAYLOR' ROSEMARY Y OC 6 1 g LAN MON LANTANA MONTEVIDENSIS TRAILING LANTANA W OC 5 5g SAL LEU SALVIA LEUCANTHA SAGE Y OC 23 5g PLU CAP PLUMBAGO CAPENSIS CAPE PLUMBAGO 10' OC 52 5g APPROVED 9Y: DATE WES WYN WESTRINGIA'WYNABBIEGEM' NCN YOC 0 TRA JAS TRACHELOSPERMUM JASMINOIDES STAR JASMINE 2' OC 745 1g CITY ENGINEER GGlil R.C.E. 24953 DESIGN PREPARED IN THE OFFICE OF RECOMMENDED AVAILABLEAT LANTEE �C_LS 9 LANDSCAPE ARC1fTECTURE / PIANNINC AT EL NATIVO GROWERS INC. (818) 9698449 DWN. 31728 RANCHO VIEJO ROAD, SUITE Zoe SHEE OF FOR GENERAL PLANTING NOTES SEE SHEET L-13 CT SAN JUAN CAPISTRCA 92875 (949) 248-1993 FAXX ((949) 493-0708 CHK. pyo BY: DWG. No. BLAKE HINMAN #2403 DATE MAY 1998 FILE No. G(� PROJECT SHEET No. 0F ,klr '71 7 �llp pa,� 17 Z0!5CFr- q F06 oFf HOMESTEAD � 57 TTzA� JA5 . � � I ' DRIVE �' 1� � I f ..lr .�- � II V C/) 25 CFU URE) TRACT o. 15727-6 > Ft-.jo m PAD-103 1 o 2423 36 T R CT = PAD-1032. 'A --1032.6 PAD-1031.,?- No, ys> 1 27_3 AL � c � I • • • e • • • • R s — /1b X70 / GOL DEN OA K ROA D 20 crr I `A` 77=` 1 S �J. , .. . �. , • J . • L. • •. _ _ - A �•jp.,� 1 ,- X A O 4( In v GLw Dori C 1 51 z2 r,4 PAD- v .6 •• ; 52 -9 PAD`1032 8 rD TRACT N 15727— v51 �� c PAD-10319 \ Q r,2 IZ rAf, Ito 1. Frv�1 op OLD POST D /VE 26 T T No. LIP iQj F PAD-10319 �> I����� X27,5 �F �F �STREET , 25 V a Q> :�., �sH atxi 7a��,oa Y�E MAINTENANCE RESI'ONSfDtLfTYRREA a �S`JdY3S36'3513Y373YSYSYJ S>>7 .•3'!3•' 7.IOR�1 REF f D I I aip i e' G! NiVE COIR h' _ O E RT ............... I IRRIGATION PLAN S$E \ • SHEET L-10 -- E O A R - D N _ _ K 0 ,q ',(/1-�� ` j„•-� 1 J • 1� SII+P RJ'[pR F _NYW GROY RIS VFrT zi .l- J. /-` `-+, GlE IR�Cpk �_ SP0.1 G ROOA CULR" 6 ..................................... .� ........................................_.............._... , 17 l.4t-0 r`IGr4 v� 5 �> TRACT No. 15 727-2 9 • tor F BUT TO OOD COURT !PCITY I , 2 DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA GOLDENOAK AND 4th STREET SHRUBS LANDSCAPE MAINTENANCE DISTRICT SYMBOL BOTANICAL NAME COMMON NAME SPACING QTY SIZE TRACT 15727 - THE H A W T H O R N E S DIE VEG DIETES VEGETA FORTNIGHT LILY 5' OC 166 5g DOD VIS DODONAEA VISCOSA 'PURPUREA' PURPLE HOPSEED BUSH 10' OC 22 5g GOLDEN OAK ROAD LAN MON LANTANA MONTEVIDENSIS TRAILING LANTANA 6' OC 29 5g PLU CAP PLUMBAGO CAPENSIS CAPE PLUMBAGO 10' OC 57 5g PLANTING PLAN TRA JAS TRACHELOSPERMUM JASMINOIDES STAR JASMINE 2' OC 253 1g BUD DAV BUDDLEIA DAV IDII'PURPLE PR#42&' BUTTERFLY BUSH 5'W 15 5g APPROVED 8 Y.- DATE 4 CER PLU CERATO STIGMA PLUMBAGINOIDES DWARF PLUMBAGO TOC 124 IZ¢ 5g CITY ENGINEERS R.C.E. 24953 LAN DWA LANTANA DWARF WHITE LANTANA 4'OC - ROS OFF ROSEMARINUS OFFICINALIS'KEN TAYLOR' ROSEMARY 5'OC 44 1 g DESIGN PREPARED M THE OFFICE or RECOMMENDED SAL LEU SALVIA LEUCANTHA SAGE 5'OC 41 5g GIS LA N T E X p WES WYN WESTRINGIA'WYNABBIE GEM' NCN 5'OC p LAIOSCAPE ARCWrECTURE i PLAN11MG G'ZS �j WN 31726 RANCHO VIEJO ROAD. SUITE 206 SH T F D 0 GT SAN JUAN CAPISTRANO, CA 92675 ��� I (949) 248-1993 FAX (949) 493-0706 AVALABLE AT EL NATNO GROWERS SIC. (818) 969-8449 FOR GENERAL PLANTING NOTES SEE SHEET L-13 c"K' BY. BLAKE HINMAN #2403 DWG. No. DATE MAY 1998 FILE No. PROJECT SHEET No. 40 OF Ie�e 71 , i �_ In sraeer yam_ O I 1 8 •'1 rR\FEE ca-It ......... AREA V IRRIGATION PLAN SEE "I).WR kwlIe MAIYTENANCERESP04t5tOttI1Y EA SHEET L-11 - - !� WdK6Y6Y',YSYDYTJSYJ%•1J OY37:^SY9 is IV D I I A� j � � r0R 1 REF RiH 1 COI RT ...» o I J ................................... N V !oR�aroKivE� '`sooC f 1 —�1 f/)} 1/j/N _— PAD=14134.8 U 26 �� 4 r - C � �ae�"d u R ;t'��J Y GRo ED ivE �� Mo PA =1041.0 - GIf��IR LRT .wl R;AA PAD=1041.0 - = r =- ---'-_-- -'- �� C� .................._..... __._... l :, _� .......... .. - -- -- ` _ 1� e • 15 Zo l,�H PA& , I j � � � GOLDEN OAK ROADIV Ict-S 14 v • • ?,6 'ISA�i _ � l-Ad-1 �� � -44 i T —TyJ r 4 + r-f t `'� t �-} -F t - -- 3- D-1034 D=10 34.9 1� � � � PAD= 9. PAD-10452 W 5 PAD=1039.2 -7 VEA� (P I r-lL- 44 zj, i II - I I I ► - II ' II I I� Ii II 11 I I I I � GO N OAK ROAD III I� -r,� � � 4 s (!5 SAI. ( EU • PAD 1045.2 � �9 OF CA! y� I i DESCRIPTION OF REVISION DATE CITY GOLDENOAK AND 4th STREET IAPPROVED SYMtvI �at�.r�ic�� Nhty� Cd�MoNt NG caN� OTT 51� SHRUBS CITY OF RANCHO CUCAMONGA BUD DAV BUDDLEIA DAVIDH'PURPLE_�''E' BUTTERFLY BUSH Y OC O SYMBOL BOTANICAL NAME COMMON NAME SPACING QTY SIZE CER PLU CERATO STIGMA PLUMBAGINOIDES DWARF PLUMBAGO TOC &0 '5DOD V S DODONAEA V SCOSA 'PURPUREA' PDIE VEG DIETES VEGETA URPLE HT LILY D BUSH 0' OC 3 5 7 g LANDSCAPE MAINTENANCE DISTRICT LAN DWA LANTANA DWARF WHITE LANTANA 4'OC 7S59!' 9 ROS OFF ROSEMARINUS OFFICINALIS'KEN TAYLOR' ROSEMARY 5�OC 10 1 g LAN PLU CAP PLUMBAGNTANA 'O COAPENSDS NSIS CAPE TRAILING PLUMBA PLUMBAGOLANTANA O' Oc' OG 11 5g 615 TRACT 15727 - THE H A W T H O R N E S SAL LEU SALVIA LEUCANTHA SAGE 5 OC .63 5g g WES WYN WESTRINGIA'WYNABBIE GEM' NCN 5'OC - 0 TRA JAS TRACHELOSPERMUM JASMINOIDES STAR JASMINE TOC 135 19 GOLDEN OAK ROAD PLANTING PLAN AVALABLE AT EL NATIVO GROWERS INC (818) 969-8449 APPROVED B Y- _ /'j DATE r CITY ENGINEER L `� R.C.E. 24953 DESIGN PREPARED IN THE OFFICE OF RECOMMENDED LAPEOC LA N T E X PLAMOM 07Y 6_L S 98 DWN. 31726 RANCHO VIEJO ROAD, SUITE 206 SHEVT OF FOR GENERAL PLANTING NOTES SEE SHEET L-13 SAN JUAN CAPISTRANO, CA 92675 / J (949) 2"-19113 FAX (949) 493-0706 Ci C/1 CHK. BY: DWG. No. BLAKEFIINMAN /2403 DATE MAY 1998 FILE No.-15-34M f� 5 JL PROJECT SHEET No. OF � .�� ,-_ �. :�a[MC1-. ,Va5'ar - , :.a., E , � . -' -^�� \ ) - I. D- - l i-., � / L vI s,� s._...', ..-c �c_[- �-�, I, } i-.A,- :. 3E IluM3.NG �, -V✓ -I )2 W GAIRE WITH WIRE SECURE �� i� ,- aARA,..i ` Y w � E ,` ^ VINE TO NIRC WITH NUR$CRYIM V'S TAPE /^L J Sia:_ :q:r rrRR(.DIC;AAR J ./ I ,/\ \ :0 Pq:,T.•In0 MELD \/ C /'� 1 . TV, PLAN S • IT Fl-� `/ 11 v 1 (� (� U a or cora Lceo wood cHIP j 1 � R- i00• 'N"' `/r",..j v T01 DS TO F RUCfO AS 1.0+ v v r0►Or STAKES WHER KtOw TIDO MULCH IT / _ _ raROSUPING (CONCRETE HEADER. R/R' ONE HALF of SPACING CURB A GUTTER. SIDEWALK. ETC MEw WU6KR r16SC BIER LAME AS P>SSIILC ON IME TRVNI( t0 Or TREE LAMER[ SPECKS GROWTH '\ \"--",, ` RR\o- AT POINT OF CONNECTION N Wi 407 $0 OW AS TO i0 `LOOPALLOW FOR WIND FLEXING OF YHE 711TEE SUPPORT rLAB1T PERMITS4, - ,-- `i ) FINISH GRADE LIMIT OF PLANTER AREA REOVIREMENT DR A_ow HAA N ,RUN .17 ,r II. � ' / GLM ST EL TREE - W v I •[ r-, BE , 11.3.> / - I I DGMT`r EDMWATERI T KRM TO TORT I. L3A Ai PUSS.:,__ :..N :• I I SPACED 57 AwMi TT,ACH LAINv v v - ;RJv< :O 1A "1a A �(, I CMO WITH J/A OV, X J' c I x ( DEPRESSED SSE°WATERING MSW ._K,nG o�iH; 'a 1.. , TOT'OF $1AM_S 9=•.Lw TOP OF IID0,3Al1 TO cuss 200 wwTF PVC PIP- >f__ I GALVAMZEO SCRi'MS AtO J 1d OF RQ0T6Atl TO EXTEND r NEAO U: FRET LAME N: 1 _d TO �� a LVWO CHIP MULCH ' e �: 50 LOA AS ':-�,GE'. t / EXTEND 2" .3Lv, y, LODGE POLES I A� F.TSH GRADE V aP1P: ON AI''-, 1• � I F? SPEC.is GROW I...&, PERN.iS I r;.SN GRAO- " FxtiN �-- ORKINAI GRACE ` `� � , tr MAx'MUv IRIS" MATH! I 1 1 ^' 0/A LER STD. lO1C ..:?] r0 Y" --..; 1 i _ MAN IOUV< 1 "ARID.LARD- DR fCUN W 6ACK:ILI MTH NO ROCKS r— MI t � le.ir _ I (URF MEAT I / I OM LODGE POLE PONE STARES GREATER iNAV J" ---LER \ / I : I �I%-+• P � / (}) SETS :T: TINE•, ;,.s ta.>CEJ }e- � :WS3UC[�E („P) ✓ WITH MOOD IRCSENATNE SLAW. -III-- _2 - 1 1, _ —.-- - A-ARI .rACv NI•N G._V.:u1Eo I I TOP of R0:rBk- TO EXTEMO I - _ I •--- ;� ;<k_wS t3 tl' .DOGE FyICS r1G.rtLY COMPACTED S GERM r ABOVE Fm i^ GRADE _- -I - 1 - --- •YIP` OHNE A MN OF r W,0 Vn_ I- r-3' BEAM TIGHTLY COMPACTED W .� ] �J it J I "uR: as,UgBEO SOIL AMD IOS1ITON II111=: PIAC_ 10 rogM WATE RILG INS. -111-11!-III 1 =III-II I--"i -! 1- II I /` TO:ORM wMrER:NG MSN, :OR L DM 13D�E PO_ IIP' S'AX'S I RE SIDENIML M7 GAOVNC STAKES OUTSIDE ROOTEMI'r I I= L % o- DIA wo0-, IREtiEAVAT,v( s'u•; I covtR Ws,au,roNs ORwINAI GAAOE I =1 I!=11 - _=III 1'IISI 1=1 1=1t.=111=1 I1=111=1! =111=1 I 1 l T K*1 11L11TLY Clt"C fo - I I-. III- /� I T t " """-., — 1 4—,:::,��,��I I V CIO. 01 A MN!AUV OF 6 In1D i W PUCE 1A FORM wA;rgING 1 _ — — — — — VNfXSrA. UV AND POin11N I tROpL CHIP I 1I' 1-I I1=1I1=1I -III 1 =1 1- -• \ MULCH IN PUNTER `NSW LOCATED OUTSIDE OF i JT � 1i T T CONCRETE VINE COLLARS R/w <Ei ou:v Roos BALL -III I III-III III I!-1 III-III= / SHOVEL cur EDGE COMPACTED EYEBOLTS �oR FUTURE USE •>U>I: T: I O I IN TURF AREAS ONLY �o II IIL-III-I wuL ANGLE BACK TG WKL. TRUMI. OF�/ AR30R ru.RD IN I[,RF .RE As AND " IL II-111__1_1 _ NATIVE 5011:RomTAR;; ( is:D _ - "°°t B LL 11=III- lir III �LI � --' -- :X,Y;: .W��twP MEDT -- -IIL 1=1 i l=1 27t'f:•O[ 141313.E 'O ['I. F I .II II- it 11 1171 I=III_ II II-=I EIouA' -�- VINE u.] aE`Aoit STAKr wlllLE I �,.��II- III �-FIN($-, GRADE $-CUPING 'INE10wIP[i ••�ALI M :v S, GRADE I - 1- !!_ -I 111- - I- I -111 -1 III=I - _ - _ I I 1 _ _ I j / I +-. F�- I -!I. , �_FS ANT MT To SE (2) TAFS THE M I tK..rL• CGM:•:,':LD ti :•ERV '0 "C•:rV ! I i. (, \71��, � III- •( 1 ,ATNF BAC<:Ia a:., :I '__ IIS -1 _I 1-I =III=III=ILII III=III wIDTN OF THE ROO: BALL �'=111=111=11!=III=1 I=111=111=111 PUNT hT TO BE !2) rWIEi AIM U R_F"L? TO STANDARD DRAWING ' ' I I'.'=-'ll-!li-�r I -311) I �--• ''_r'-1._ - _. = .MOTH OF THE Roo: A.T_R.NG 3A'•.% :0:• RES(::'.:�:. ATG -x'11=-�I n 3'•_ II,.�_;i c -AS 'REA--R�-- �/�) 1I=111=111=11!=1 I1-111-111-11 III= =111=111-III=111=111-III-III-III- l r 506 FOR PLANTING RCOU:?EM-N.,I I 1 I I I rqO 11 C'J/EH IniTA-LAh;,NS LCL:,-- I 6 _. _ r .1Av J O,Av{..R I-;I f/ IIL_ ELEVATION 1IrsIU! o- •Y?. 3EaMi IN :UID: F=t _ >/ I I ROOT B, 11-!I -1II_III_Ii1_III_!1=1 -i -1 -III -III-I -11 -III- I - -III-1!I - "M"nE "M"ES11. ARES HE MC'-D PR:3R CI:- -'I.n ��!@1 -I I=I,I IA1 ' =.iII= 1=ill-lll__III_II=III-1'- EI - - r- NQt;s 2s MW./, = c - - = 1 .-x., -I, ,D 3E :2) I=III (M 0� - - II=III='11=111=111=11,=111-:II= -ACERiN ► VE BA=<:.. LAP -III_." -r1- -_/ I ♦ _ 11•.1_,1' wE5 T.E W'o:- G = I I I- =III=III-'III= 1!=111-111= -111= -I I I_ II PRIOR TO PURCHASE/PLACc MCNi OF THE MULCH, THE CONTRACTOR SHALL I i i' :,'Rcr:, ; :.K" /T=/1=;1i�,II_n-r=iil_,1I .__._I 1= I II,- 1� (_III--II,=111=1I =1I -III III NOTE LADIES: V AN , D..._ ,_/ -,_•Il_i I-n1c111_;n=1n=lel=al=ul__�I / ,E Roo; LAE - - - - --- I II I :\� I- _:i.� - - _" =1__ DL:_K911t E.ATH ANC,-O, I I=111= --_-=i -_ -I I li wl NATNE 6R[K:ll M;N No :III-III-1 I.I I_I I-III_ 11=1 I I- 1 ALL SHRUBS AND GROUND COVER TO BE PUNTED AT EOVAL SUBMIT A $AMPLE TO THE INSPECTOR FOR APPROVAL ,.L`'i /y-__!_ dEIIL-ill=.I. 11=!1!_111_-, -_� NN-Ots):O:A M1E1 1 __ _ - I. RADII FOR l IRVCO SIDEWALK Allll K KTIIELN 600'MID s00p. 'I'_' vim'• [; MI-. '�lII'� 'F I - - -II_I - :-_�- -11'- 111--111 :III=111_-I !' III=III=111= 1=111__1,1=II ROCKS GREAIEq INW J SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON 2 MULCH UNDER TREES AND $MRU95 A$ DIRECTED ON THE PUNS AND GLENO I,,,,.. c iT J I _11 I__ t_ � off ErAL I _ I DIAMETER < ! 1l` t/.�/S�/\ ,[i j _-. ,.-�:..:-L-Z.;,,I III-III-I�-I I I_I I I-I- I= 11=11= PUNS SEE LEGEND FOR SPACING REQUIREMENTS INTO EDGES AT GROUND COVER AREAS I L WA;L 2.ALL RUN SHALL K STAGGEMD. — / l •� ,/Tipp r\/ I :.v:: •: •, ... I-I -I i-111='11-111-III=11111-I ueasT Xre'o NArNE SOIL r \ �- -/ -I _II-i 1 3 MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION / S, SIDEVMLK EASEMENT REOUOIED FOR SCEWRLX TOW ESTENOS KT'OFIO FRO►[IT}Y tIIE. ;-%- iii• �. I ^ !•. y/'��� 4-lI'i •>'S r.J"• PLO: Ey„ t- _ 1- IwIaSTL1RBED WATNE SOK Z tVHERE PUNTED ADJACENT TO WALLS. WALK$, CURBS OR r x B' CONCRETE VINE COLLARS _...-- ;S�i� ' / (I',/ �' ,���.,`jt I_- I II-1_!=IIIIII l-III=III I=-II III' I SIA,ILAR LIMITATIONS. ALL S4RUE1S AND GROUND COVER c P r o, IN TURC AREAS ONLY ♦ 6US STOPS SHALL K A&WOMUl1 OT 70'N LENGTH. SIDEWALK SHALL K A i. ,,DIG / �.II 2// - - , VN7i,vR3ED NC_` SG'- - I- I LACE NC M•J'_CH 1'FITMIN A 6 RADIUS OF THE CROWN OF A WOOD` EANi \,N If �� '1\\ DG Vagi] s:3 TET E.: �. _ C-III-III-III-_I II-I I .,�, /., •it'I R_;; \ I�/�,;,r�,`^'S.�I.; �\ =111__ $-CALL Dc PUUTEO AT ONE-HALT THE DE$IGNATEO $PACInG - / I 1= A':GLE TRUNK OF 'ANE BACK 70 WAIL IIWIRKIY OF 6' N WIIDTH ADJACENT TO CLlR6. i ,.r-:;� ,:», ,I i i,.�\ %''- •t DAt+nL-- .r 'D -III-III_ -III II NOTE-S FROM SUCH UNITS SEE LEGEND FOR SPACING REQUIREMENTS AND REMOVE STAKE WHILE SECURING S. SIDEWALK SHALL K 3.0'AWAY FROM CUM FACE EXCEPT?AT CUM RETURNS MIO so STOPS. ,�;/`,�v.i. , I�ic'i:- •ii!-I:I:�nA•: II-111-1 -III-11 I UNTANGLE WAFTED ROOTS Br LOOSENING ALL ROOTS AT EOGE NOTES • ✓.c✓<_2T� ,-L-�i l>!,I Lr2�L1:,111t. ROCKS GR:A;::, :.w. S ,1,-: 101.5 rJE ROOT BALL OO NOT CRACK ROOT BAIL 1 UNTANGLE YATTEO ROOTS BT LOOSENING All ROOTS AT EDGE } SPACING REOVIREM{NT$ SHALL GOVERN THE FINAL OUANTIi IE$ ONE TO WIP.CS --•I IT- I—I .I _ -II I 1..: :•OT[S OE ROOT BALL DO NOT CRACK ROOT BALL S. SDERPALK UYOIIT ON P/II'FS K CONCEPTILIL 011lr.APPROVAL OF THE TIME SIDEWALK LArOUT "STALL Ct's HA,3 TAUT TO OF PLANT MATERIALS PUNT OUANTI TIE$ INDICATED ON THE PLAN SMALL K MAK M THE FIELD ADD ADJUSTED AS NECESSARY TO LIEE7 FIELD CONDITIONS AS K - 1 I 1 PREK_N• DE=DRMAT•OS Or LIM3S I RFMO.: \URSFAT III LEGEND ARE ESTIMATES ONLY0 li J.-/' i IY ;,, u•._•.-„w PED 2 STAKES ,0 SE ILUM3 N:0 PAAALUL APIROVCD rf THE PIBLIC wORKS PWKCTOR AND PROJECT DAMMER PRIOR TO FINAL II' I 1 ._ 1 2 WORE S-a, 6E CLAMIXED OR I . CONSTRUCTION. .--._-. tom- 1 1:...1_ L '.�1,-,,_,.... I CR..-.0 NOT iw1ST_D 3 STAK: :R- Pi"ENOKULAR IO POEVNLOC wll(D 3, e-'-LL A.),1: TOP YKW 7. TIME SIDEWALK T1RLL K M THE NORLRRI is NJWC 0. TOP _ _ .'--- - -------- OTHERWISE NOTED ON PLANS --- 'W'- UNLESS CITY OF RANCHO CUCAMONGA, CALIFUR\!A— I CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF .)II CUCAMONGA, CALIFORNIA__ ~' CITY OF RANCHO CUCAMONGA, CALIFORNIA - -- - --- - -- -- UUUBLE STAKED TREE sT.H(Aa:,.. ra:.ED I• TREE GUYING DETrUL »RDH:.11 ( ST•ND.RD^A- vie i,AND♦!D PLAN RDV[L szA.IwaD DOUBLE STAKED TREE ON SLOPE( CONTAINER PLANTING I r ""°�°^" "'°"`°" SHRUB AND GROUND COVER "AIDED ILAN "0vCD" I ""`�`°" VON-ADHERING VINE sr'"•'•R^"' 'APPROVED DT LENDERS LAN S,NDARD RAN W _.� -,-_ _ I ��` r,, 1 _J ? I � ) CONTAINER PLANTING ON SLOPE 507 CURVILINEAR SIDEWALK v'(+ j T 4, � GAL - 2rl" BOX 5G2 36" BOX OR L:IRGFR 503 1 (� � 505 :�{� 7� 506 ��•� (� J _L,,(, � /1 7 SPACING J00 -, MULCH INSTALLATION , -- --- ----I - - + ' K'.r. usi w^.,s:>'.]..D S':Or:(.IKMS ra r.1JC rOhi CD•.S,AX:19v - -_ _ __ ._ - I - [ uST . .ORS CDwSTRUC„p,I M WIRI STATIMM r*MD FOP PANIC WOPRI CDMTILICIVN _ ATTACHMEI\T I 3 1 14 ' .: ..:"1 .Scu1[w,H S,AwOW SKCPK.,-5 100 r c WORKS CONS:Ru:T*,, S..I - _ VS[ WITH S,ANOAAp Y(CNK♦;,DNS FG TURK NOOKS COKSTAUCIgN ,,. _ .._ _ .__,.IEEE-.,,�.e.•....>,rt,r,y - )F 5 CIT•(�IKCR XIEp1CA T I S>i - I ..-._._ - _-_-�- °�- j p4c; 1 - .__..1111....,..,,r .,I-N TIMI,FDNS,RMCIKI. . - � ..e. w”,S,..n Y 1,1 A1q ,IDR.VDLK MARS CD.SIR`' CIT.EFGMEE WFr ST HOAR°PECIF"TIONS rpt 10110C 0-5 LAD=Y 1 0 1 _ _. .. - - - - - ------_ --.-----'-'"- .---- � ----- - - - ----- 111E .. - -- ------- •f •� i,�,R 509 _ �- - � < � ---- --- - ----- -------"------ -- - -------— SIRJNG R3K v1DEL n94R- ''� �'I v tL.C. a � S SPECIFIED SPRINKLER - ANGLE PIPE l0 }a' IC �- ----PE°FST/1- 2',' --r 1 Ja✓.'_�•:: "R,vc NEER << SPECIFIED D{PTS. WIiN <5' Eu5 S� 2♦ x14 STAND ALONE CONTROLLER WITH ANTENNA ASS:M3_" N Is KN 00 M uMON SCH 40 PVC MALE ADAPTOR -T R D NIPPLE - TYPICAL yC ]'d' yl 1 (a) PLACE$ m IF i < SCM BO PVC UNION S(lAp-TITS WATERPROOF r-=-) ELECTRIC METER PER SCE ,1N7 t ANTENNA PORT �— F ROUND PLASTIC VPLIIE 602• CONNECTORS OR EQUAL , EPOxY FILED LOCATED STORM DRAIN/UNDERGROUND ROUND PLASTIC VALVE BOX k COvCR ETCHED"PvtCSSURE KEGIAATdIr < BRASS OR PVC HIPPIE OUTSIDE OF BOX ELECTRIC CONTROL VALVE L---' I coAxIAIL -;._. UTILITIES I P WHITE _ I COVER ETCHED 'IRRGATK)N GATE S (CARSON OR EOUAI) VI Z MOTE. WSIALLATION/LOCATION . 1L= BCR I PER CITY AND CALSENSE OWE / \ (CARSON OR EQUAL) rRWSH GRADE IDH 5 PLASTIC VALVE OK EIrCLOSWIE TOGRQAgCO LER REPRE SENT ATTVE ::::;�:eota I I NIPPLE ¢¢ 2 PTSTALLED INSIDE EINNCCCLOSURE ON iciciiiic� ( ) ci iE %<^ m MARKED -IRRIGATION RCV' LOCAL CODE BOD t0 K ., ROLLER SY FINISH GRADE CARSON ORIE b CONTROLLER SIDE ,,, LA -SNAP.TOTE' WATERPROOF = - u ETCHED WITH CONTROLLER ei[eSx I H PLANS •RED CONNECTOR OR EQUAL I I 6 THICK X Ir WIDE I L_1I -III=1 LL O AND VALVE SEOUENCE BLACK ___-- CONCRETE PAD (LENGTH VAFKS -III=1I III-III r1 - `'L_ I I PIG TAIL EXPANSION I 94ASS WYE STRAINER I' PER SIZE/MANUFACTURER) - Z V .AL$E_NSE HARNESS , -] -I- -111= I-1Il1 6" MIN FINISH GRADE FINISH MR/WTION CONTROLLER z SLGPE TO DRAIN AT MINIMUM _ _ �" F-i ,20 VOLT OWtEx I I Looe IWN:. LONe1 I I WITH 60 MESH q_ ILII=i III=III= 'I-III III- % 1< / ,34 x r-r x r CONCRETE - MIN. - _ _ I I'~-'i GRADE foDTMc INSTALL A MMMAVM OF OUTLET IGC GD �• TERINNAL STRIPS TO I MQNEI SCREEN -i' 2x all-111- L VANE - 1 1/Y OR SMALLER WR7H 1-111=' T�1=1 IF II I I FINISH GRADE '1_111=IIL STAF111E59 STEEL HANDLE ILII =III 1-111- L T ASOL4 C4 ,LAD SLOPE TOP PLASTIC VALVE DON (CARSON .-,R WATERPROOF All 1'y. UNION I I MIN TO DRAIN.T A AXMMUM OF 2X EOVALI WITv RlA$,IC WTEGRAT-C WIRE UON14ECi10NS I PVC SLEEVE 111-111-1 SLCM rvEDGE - Y 11R LANDER.ATM IIIIIIIL- IL IIL PRESSURE REGULATOR Tt - I_ I -I SIDEWALK I II I I SIDEWALK I _ _ may. MATCH coNTgpLLER w UTILITY AS RER 5r0 >< . , ;r-A• . J :`�-1 -_III I'= Ti-I-I III r �_ - �� _ '.. 512E ATTACH wmGATIDN Z_ IG::KING LID PLACE AT Gq ADE A � REOUMED FOR TE VALVE, r OPERATING NUT 1- 1 "� 1-t Z �_, MOISTURE lIl .Z aS REMOTE PIGTAIL MFG J TVR= ARES AND J- ABOVE IN R. T :-• • PPE THROUGH 1__111-II 11=111- .111= CI - - - _ -_ LER IL AN$ DETAIL z}0 '•'• _ _ Ppzr COATCO i -IIIVV/ II -i , I j I I I I I-III- 11-I I I I I I. _ PLANT DEO SENSOR _ r. :ill "OLE I I S.L. �J ; CONCRET{ PAD _ II-I VALVE I III: PIPE M 6ACKFLOw II I MI 1_u; ��- I- _II=1,11 u=i-I I' -III=111 - yy r- -1 VIII II- WHERE q =1 i!-III=11 I I III=III-III-" = j I o >, SI -•• 1-••• ••• _' NI?? - TYPICAL II=111=1 I- - FROST .1 T= T T 1�1, PKKNTOA RtOUIRED - I COMMON WIRE/CdITA'OL LAMES N P-- -.FIELD WIPES V PIG TAIL EXPANSION 1= II-II =111=1 III_ LL o ETEA � -1 II •. •. "I I=III=III II I=III=III-11 LOOP (MIN}< LONGI k WHITE 2i "III FROV MATER $OURC II II- 12) PLACES - -III-III 11-I 11 1 II I - PIG TAIL EXPANSION 111-11I-II II I I-i I-I I- T SCH a0 PVC CdIDUrt. Icowr)N, II_:III=1 11=111= L I-III_ 1= 1-t. ; Ilj 3 I I=j Looe (MIN 2a LONc) L CURB AND GUTTER METER \ vl �' I 11! -I SCH so PVC MALE =III=11 111=1 FIoW Z J- WIRE W RIGID STEEL 3 MIN. MIN.\ \ LJ I\. I =III='J ;�I-' 90: COMPACTION I 11-- AGAPTOR 1�=III- 3- r -IIIE I / 1=1 BRASS ANG �Oy, BLUE .a E 3 FLOW ` 'RAL toDq 90' SWEEP ELL - yE 'E p Ili-IIi-� ,��I�REou1RED ,I TI =111=III TIED. IIlEENIF 3- III-III-Ii, t. ill= VALVE . . +z 3 (TYP) - - * * \ YIREs I I =111 -1 I 11_ = 111=IT1H n-nl -Lr-111=III ,+ (_III-111-II 3 Lr �u - LL' a'Y:y 11=11!=11! III=1;1: --... III-III= - As"LD �� ENCLOSURE MOUNT pc0 . •L1-: ' n __ -L L'A � ~ I JSrIED AGGREGATE I MASTER coNTROL D ';;t --111 I!=' , = 1 II-II!-I'• 1-I11 III I-1�.^ zI i , I EILAC< VALVE .I- •.: _ - L_Lw= TO SYS 'JS =n-- -�. =I-1. 111111111111 :>'. 11 -�'• R•IOTO CLEC,RIC S CURVY - tS :L� 6,�6 �` �—i=11-I a-.. -111-111 „�... III--III- -11!�r=. LION: CONTROL AS Rc ``,, FLOW M:T:R LQNLRETE THRUST BLOCx "L30w P T 711-I!!_.-e •S I I-i -I1=III-_, 1=111=111 t PVL NIRPIc' - , lr`Iry I WSTAII CONTROLLER PER MFG Iqw TED IMS TAUC TIONS AND PEA(TOR 1 = �7AA�,EK SAME aER ccwo STANDARDS trPICAL (a) .GALES = (_III-� R.. IL-111 _ I_II-III-III-I PANS ® ® ///// �', w _ - - S•Z_ AE rlD•v _ _ • 111 I =111-111-111- =111=III=111= I L h COMMON wIRE$ _-� 6' •-'TM-W7'L �.. PdIORSTOOCONS RVC TION APPROVED W FIELD BY TME CITY WSPECTOq R - - - _ Z L R;C;D PIPE MLD RELATED FITTING$ SHALL BE PER -III=111- el 4 TL 1 M-•EA s12e ! _ _1 11=111 I --- _- e0U1dC C' / CUCAMONGA COUNTY WATER DISTRICT STANDARD$ I-III-1, :••I '•'• i•. ]/� w1UMED CRUSIrEO .__ SIDEWALK I L O" 'I" SAw S:}f i r• .. TO. I- AGGAEGTE EASE I - ___r- -- _--_ C45:NSc CONTROLLER M sECVx ,c 2 CONTROL WIRE SEGUENCE TO CORRESPOND TO THE PLAN'S DESIGN J Af 11.0-VE,f-SIE I I� CONTRACTOR SHALL VERIFY WITH CLYIO PRIOR TO �-11I-111 . - II 111' - -__- `__> I£i PlANS I TONER .s RE $-c OVENCE OF REMOTE CONTROL VALVES - NDTEs cQNs,RucnQN 1=111-1�1=_ - �I r 1 111=:11-111-I RE:ER i0 CONTROLLER IEA (+UPS �FH DRIVE S'L' 1 , \O� IU -0 IN$1AI_L PER LOCAL CODES -IFI=1 -111 - - II INSTALLATION SOD __ ) RUN ONE EXTRA WORE ICOLOR ORANGEI TO FARTHEST RCV ON EACH MNIMVrA DISTANCE OOYIN$1A=AM OF C r L 1• SPANGH OF THE. MA1NtIME FOR FMTURE VSE PIGTAIL EACH ORANGE I APPROACH J0 O T Q I I - Z OUI?L'ENT TO BE INSTALLED AT A MINIMUM OF 2<' FROM ANY 3/a' WASHED CRUSHED UN1%TEAgUO,:D PIPE ISX DIAMETER STRvC',uRCS OR r1ARDSCAPING BRA PLE `- WIRE AT TME ENC(OSURE AGGREGATE BASE "'SH - 110N LUR O: ;LOW METER $4E+ r NOTES: SCH 40 Pv RAD{ } WHEN 'UNIT 1$ NEXT iQ A STRUCTURE (IE MALL. BUILDING. ETC) •..,�v,CA1IDN COHORT . COMMON WRtE TO BE WHITE AND CONTROL WIRE TO 6E REC W COLOR -� NOTES i. INSTALL CONTROL VALVES A IRM. OF Ir FROM STRUCTURES OR rMROSCAPING. PRE 55 IPPLV LINE F KH U CONDUIT CURB AND GUTTER M.NIMVM pI$T A•.-E UPSTq-A:J O: NOUN" TEST COCKS ON OPEN OR NON-STRUCTURE SIDE FOR SECURITY LGNi +EOUIRED LER I -` � - 1 PLACE AGGREGATE PRIOR TO INSTAL OF VALVE BOX 2. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. NOTES MIN' 111111 1:rn SPECS S NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE UN:NTEARUPTED PIKE ;IDA D,AM;TEh 6 DRIEN7 'UNIT PARALLEL TO STREET. 2 INSTALL CONTROL VALVES A MIN. OF it FROM STRUCTURES OR HARDSCADMQ 0= GIUW METER 51ZE1 LYIR,NL. S. SCREEN UNIT WITH S-1RU95 WHENEVER POSSIBLE 3 NS A--- VALVES IM PLANT BEDS WHERE EVER POSSIBLE NEXT 70 SIDEWALKS 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR 1iNW0$CAPING. t.INSTALL CONTROL VA MINIMUM OF tY FROM STRUCTURES aDSCARNG '` 2x 11h CONTROL VALVES 5' S' S' fD' �14 a PUCE VALVE SOX AT RIGHT ANGLES TO STRUCTURES OR EXT TO A(LNG a PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE Box 2 INSTALL VALVES IN PLA "S 'WHEREVER POSSIBLE NEXT TO SID _ _ ; 01 LETT, FITTINGS ARE RCCUIRED FOR CONNECTIONS O- 5 ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND : SCH a0 COND'J,i _-- I= 6 ANT , ANTENNA PORT To BE CONNECTED TO DIGITAL TRUANT RAM MIN. I MIN. IN. MIN. p15:HJILAR METALS 5 PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX VALVE NUMBER 3 PUCE VALVE BOX AT R :LES TO STRUCTURES OR HAROSCAP ''' 7 VALVE PER $TD 5,8 REQUIRED BEFORE BACKFLO'7+ PREVENTER 6 ATTACH KETAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND < PUCE AGGREGATE PRIOR ALUTION OF VALVE BOX •C P"O"E MODcN 1-1 - „ 1 SYSTEM AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER (� -I . 111=1I = 10TA21PRIOR OP ACCEPTANCE 1 UNDERGROUND •OOK-VI .II=-- I VALVE NU 5. ATTACH PLASTIC IDENTIFIC -AG wITM APPROPRIATE CONTRO'_LER STRUCTURE eg. WHFN MAINLINE IS 3 OR LARGER VALVE NUM9ER - I ---- T ALL ELECTRICAL DEVICES SHALL BE GR LOCAL _ CATCH BASIN CITY_ OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CA A CiTY OF RANCH TAMON'GA, CALIFORI CI OF RANC I AMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA TRANSFORMER VAULT. .r.0VC3 11 S,AhS.Rp-LEN >..,-,.D" Lt.N 0-00 RAN >AR3VED 11 S,.Np♦Ra.LAN WCD I1 --- ; _ D^NN •»R•]v[0 !. - - FLO't1' AfETER INSTALLATION � 1 REDUCED Ph)JSSURE VALVE REMOTE -TIROL VALVE 11'1TH "^'" "'°""' �,1.ER ENCLOSURE1'1;OOV--DT �,_,1111 �,r 516 ly,y%2tt�' n•! BACKFLOW PRi?VEN I ER 517 � - 3" or smaller 518 PRESSURE REGULATOR is ITAYD.RD..N II $,ANc.RD REM Ea I .. KI.1,N 1 AK [,«1.•ID.- N •, F r wD,Ki(D,rRN(IgW �,,(- f OI,v o SHUT-0 ALVE & U\ION �,�M CONTROLLER ASSEMBLY Dec u5[rHH ST.Np.N SRCK2A1KM5[DA rMKK MD..S CYHMVCTIO. _ Vii n,N S,•Np•AO S•C C °S 0••URL:_WI)..s : .. _ - I[ - - ,• , , _ - TYPE B 523 ,�••v.., INSTALLATION - TYPE A 524 NOTES: } - 1 3 $•QCI I O: 1 -. I S-Z: • I .:•'".'A^<_-a I VS(wrN Si.NOAN SKC K K °A uKK S-iEi ,p 1 T./ _ _ ' OAT• DGS(LATH STANO♦I,D SKCNKAIgNS roll rWIK r0 NI VC ION - L I VS[W11N St♦ND.AC S. r5 FOR ryILIC wOAKS CONS X, C'-'J.n:;a "Wr- 5 v1..I S.r CIrK.11v1 1.1>W:K WDAtl CONSI.L11— 1 -- 1-. -- - - - --_.--._ ----_-_-. -, -__.____------- ------- ------------3 --- --- --__ ------ 21953 `I S`r' ' �1�553 -I J�c95 _. I iy`ta DAT---I Vu MIM S,AND♦RO Sr[CNK>,KMS FW.,HUK.DEALS(D,,,MKrIDN I :: D, * ORM TO PLANS APPROVED 8Y THE CITY ENGINEER I - — ----- --- - °``_ 953 _ __-- t. TREE SPACING SHALL CONFORM- ---- — - 2 - i y - . TUI SKSi W . CWPJ WOMAN comtra sYt.AIK ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT HI-POP SHRUB HEAD BODY $ET TO `ASE I —�"- CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 1/i ABOVE FINISH GRADE ') 'I *AIN BIRD 33 AIH PURPLE rFINISH GRADE 'sMAP-T,TE" WATERPROOF , 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st HARDSCAPINC(SEE NQTE•a) *AINRUBBER CAP - PLY PURPLE KEY 1 _ CONNECTOR OR EQUAL • PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. PER 12 OCU'$ IN DING HOSE T WIRE SERVICE LOOP (LOOP SWIVELS. STRUCTURE OR - - _ � � ENOUGH WIRE TO EXTEND WIRE Jr"'LAP'CDWTRtTE KD -_ ( LPYEKN[.IN COODIEf,DME 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND HARDSCAPING BUNDLE 6- ABOVE GRADE) CASE 2 (LOCATE KA PLAN) f MAI SOL K•rM AI =I =III=_ , I I- III.11.1=1 • FINISH GRADE - 1 L M "1=III=III=III i-111= - OWNEDEWATER dcOSEWER ALATERALfUNESOM CENTER OF TREE TO ALL UTILITY = _ - - _ _ _ CONCRETE HEADER - I/r RnOlt/s II_I-111—II I I I-III-11 --I — SPLICE BOX COVER WITH CaowCSIO-K i �Vj11 I I-I I II-III L EXPOSED EDGES ANO FIWSM PER PUN PLANTER BED OMIT Ill- LOCKING TOP ETCHED 'S.B' (-III I 1-III-1 11. '_ M LAWN CR08 XL AT GRADE LEVEL AT SWALE I MAXIMUM 3 I�(=III=1 I I 111- �. In- 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. lFq -III—III= 11=III i o —1 I I=i 1I -'11—I 11 111=1 11- Ir s -I II-11 III= a 1=In=i1i -s 1�•-MM 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE Z= _III I 1-I 1;. I FINISH GRAD= .•,• •>,; Z - AT GRADE M URFM AREAS - ,M,KKI[OLD in ENGINEERING DIVISION. W 2 =1 i i -111 I I . E NOTE _ _ _ . , :• 3 I III- I I 3" IN PLANTER BEDS a - _1 _I-1 111 -L TT I I I—I I I—I I I VIII —I IN -III _� EASE 3 ,I r 1-2:--H r f- O CLEAN BACKFILL - SEE - CLEAN BACKFILL - SEE T _ _ .'. _ _ 1 _111=111=1—a=111 =III=I I I=- J- I TORN""SIONE""`t ~ 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY -III SPECS FOR MAT-,49ML 3 -III SPECS FOR MATERIAL T II=111-I I1'••••• -I I III-I C4 a0 BRASS NIPPLE lY -111-111 y r111' I=111=III -1 1 --1 I """ " STANDARD PLANS. 1=1 I 1 90E COMPACTION REQUIRED I=1 90E COMPACTION REQUIRED I = iII IIL- 1- -11=111=111=1 LII -II=111= i O I -1 11- 1 1= 1. 11-I �- 111-1111-I 1= IDD 94A55 9Cl ELL -1 I-71,�� ITI_I'1'i=Tl I-r-III_ z L - 11 I1 111 I PROVIDE 6' ANN. o: sAla I I I- I I S, 1 I I I STA1 EEL - - - i=11 MON-PRESSURE LATERAL LINE 111= S BRASS 9(f STREET E COMESIIOtt11 " " CITY OF RANCHO CUCAMONGA, CALIFORNIA R SCH IDD SNAKE PI?{ IN BEDDING AND $MADDING 1 1 _ • • I. /3 PC BAR CONTINUOUS I I cDNcgnE RD COiKIwrE g1RB -11 ITRENLH -r-1 I I I -1I (UNLESS OTHERWISE INSTRUCTED) _ N MINIMUM , "Ts - F INN,~COMIC /I]YM STANDARD PLAN 1D r -III-III-I I- 2i L I I 12- x Id GREEN FUSTIC METER CUM k CUT-.to O ! I 1 �- SCH '}ASS NIPPLE - BOx. CARSON OR EOl1AL 2' NMF .•I.Ar RAD . I -I_ -$$DRE SUPPLY LINE ^I =1 I b / ,� APPROVED BY: TREE PLACEMENT .�- 1%1PRc , , SCH SO P STREET ELL //a RE9AR STAKE O 501 ' SCH. 40/CL 315 SNAKE _ -111 I1=11 (2i LONG) A W _ I1 I-I I III APE IN TRENCH =1I1-I I 11- 1=1 j I- I CONTROL WIRE SLE{v- --- "TER bE � W Lu CITY N (NEER 'pAITE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SET t CIE 1 ��' ) 11 11 -I I I © 1 SIZE PER PLAN INSTALL AREA O: R.C.E. d -! !-' 'D"-'-f- 'I _ - ADJACENT TO PRESSURE - SCH so PVC 2 953 -I,I-I CONTROL WIR{S - BUNDLE T _ ',�,�,�,�,,,I_ t L "•7 ',5.' (i-."-`y- r -I 11 !I 't I SUPPLY LINE c,�,l I- `'v I 1=I AND TAPS Al IS O.C. AND ", _ :�PLEz 9O STIR{E7\ELL 90 STREET ELL < 1 I'=T _ _ _ INSTALL ADJACENT ENT TO I-III I-I1 ���---••---�;; �I _ _ ` I VON-PRESSURE MARICx 90' STREET ELL • • SIDEWALK 1AMOSCAPE �/N PCG. ow /LF,Rr, Fbe `'(TM�- �+ _ [\\,11��----ILL !'••I LATERA-, FITTING UDR,AT AfGNT MIDGET(TYP) _�� F•Q�v.- Li"I�✓14 vFIGEV,` 1 _ II_.._ 1 I PRCSSURE SUPaLY UNE PRr - 11- I- _ 'I I -I I i--i 1 11 -11 I-I -1 I I- _ $SUR< $l1PPlr UNE -I I:_ !--' -i I --III-i I I=111- _-I I-III-I I -! _ SLEEVE - 512E TW CE -I' NON-PR"$SURE LATERAL LME SCH BO PVC NIPPLE 1 I=1 I( I=III DIAMETER OF PRESSURE TYPICAL Z PLACES 3'_ , <' VAX.RAO. !I= I 1 L5>_rrP PROVIDE 6 MIN OF SAND _ - ( ) —1 1BEDDING AND $MADDING - I�'� C.� S �,I AC„•P'•"7`* I I 1 II .{ SUPPLY LIME ZVOLT WIRES. TAPED AND 6" PCC No.CW16 PER CITY STD $3A TCJJ 6 TYP ANTI-DRAIN VALVE AS R{p(1tRED BUNDLED Ai t5 R. INTERVALS NOTES: NON-PRESSVRE LATERAL ROCK S12ES.IFNLES D:,I[RWISE s-tclrc0.We"K LME SLEEVE - SIZE TWICE NOTES NOTE' 2 CU FT. PEA GRAVEL &DIAPERS aro" -NI rr PRESSURE 1 LOCATE HEAD r TO 6• FROM WALKS. CURBS. MARDSLAPING. MOW STRIPS, • "DLESTpKi= Ir -Mw r won Ort FLAT SOK D NOTES: DIAMETER OC NON-PRESSURE I PROVIDE SCORE JOINTS AT IO'-Ir O.0 AND 3/I" EXPAWA)m CASE 1 NOTE- I ALL SLEEVES TO BE SCH AO PVC LATERAL UNE JOINTS AT ZO'-0 OC LME FITTING �yI•�•� AND EDGES DF UAwN. 2 ALIADEKS sN.l NAT[.,/J[M•Eaw.Wr.COMICS Y•ll•IAAt 2/3( �M ].ALL SFMCES 6EMEN SONES LSI K rll[0 LAM CI.K 9'TPDMM I - CC is �YV�/: _ 2. I- WIDE CONCRETE HEADER BETWEEN CITY-MMNTNNEO TURF AND PRESS SUPPLY LME 2. USE TEFLON TAPE ON All MALE THREADS. IO}-I/}IAR;i SMO.2000 PL IpRruMq CEMENT P TK DID-DILA-..C+'4 NtOP!L) I PICTAV AND LOOP CONTROL WIRAT 90' CHANCES IN DIRECTION. 2 EXTEND ALL SLEEVES 12 9EYON3 EDGE Or HARDSCAPING AT BOTH ENDS GROUND COVEN AREAS AND BETwEEN CITY-MNNTAINED TURF MTD 3 INSTA'_L HEADS WITH INTERNAL CHECK VALVE AND PRESSURE • $.MILE AREA.Mw a0 SO rt,SHALL r AP►KDKD••RI[Oh TTVSKc,W,rKrDR p PRESSUR{ SUPPLY LINE- 2 1/7--AND SMALLER 1/ MIN. DEPTH 3 ROUTE SLEEVING AROUND HANDICAP RAMPS PRNAIELY-MNN711INE0 AREAS F rNtDCEE-OWI :••KNw++C IY]CK'DIAL" 2L� ZCOMPENSATING FEATURE AS PER TME IRRIGATION PRAM. f MIN- PRESSURE } AND URGER 24" MIN DEPTH a PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 3 CONCRETE TO BE 520-C-2500 MIN. s FINAL Rtnwc rDPTgN Or ALL ROCKS TO K.FMRDWD w HNT MIK ort INSPECTOR / STO N0. 120 (2i MIN. 70 3o MAX DEPTH TO TOP OF PIPE BELOW 1. HEAD CONNECTION AT BOTTOM INLET ONLY 6,KLCKS SNAIL 6E SMOOTH.RaIaO AND NItE Or D6xCTRPMDU OSIXIDURAVIO S AND STRUCTURAL SECTION). - EXCESSIVE km CDN c5TO-O CiTY OF RANCHO CUCAMONGA, CALIFORNIA 7 TacRT LNSS5t0-D-A L � CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CU 'GA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA - � � ANAL VEO/1 S1 AND.RD^M VNNTOViO t1 aWiD/> :,.YD♦RD AIL.. —,VEL). s:ANDARD.LAM TOVCD D• - St ANDARD RAN WAOVED D1 TTANO.•0 h♦N WpVCD 1, SiwapYlD RAN I RIVER WASHED GRANITE sI.N6•RD rL.N E TYPICAL TRENCHING TYPICAL SLEEVING CONCRETE 'HEADER QUICK CO ' VALVE WiTH METAL ��n - H1-POP SHRUB SPRAY ' (�,, ItFM OR (^/+l 6Nr '.2ult 532 j ,F! i 533 1�� d °? 534 ST, UR NON-TURF AREAS 535 r�11L1u "j I 539 � I � 24 VOLT SPLICE BOX 1 540 :v1C'fLk&f j:k COBBLESTONES 542 WAL.n GV�E ;.11 CASE 2 (�'•:. .Tia > - IN t ♦ - '7�:,l —_ _--�� __ _ M • rMRK.DIMS(ONS1NCrxw A."R - r r •:Y'• :a _ —_ —__ - --- -- -_ _-_ C 5?rq„� [ ::i '>;it ,K(LATH S,.NO♦RD Sr[crK•'gNS roR MKK WOEIIS CDNSIO`x IKM "''.i VAI w S.-DEAD SKCKK,IONS rpr.WALK MORI,S TO-STRVC,q,1 �nL}r;�A j'i: 'ri[ WI,I. .•q>aD Sr:CI:I•>-rD.S tOa.uS.K MINKS CIwS•Rx TIN+ - j.•N.:a lA'_ VS[wI1N SIANO.RD Y[C K TKN1S rpA Y•Ect 1 01 1 '-'�[', 'Dr'Til DGS[WI, S.[CNKAfgNS TOR PURI.LAOIS CONS RK ION 5,,,--: ,„r, V'_ >'i1 VSE mi"SIA'—. CNK>TKINS r0A vui,I�- -ORTS CM>S'AVC,gN 1 f11 I :^E^R, (yti LOUut WDN StAND.RO Y(CNK♦igNS!M rYDLK wORKi ON ,..irt ,C I ,�•jNp `•�1"�1'j'11,�( _- ,V) DSi S.w_ O: I _ 1 S-":t t!: .�.- I 5.:. tr ` - I S>fiI 1 Or 1 --'-- E 1 SEE CONSTP.UC'TIOTI PLAN VILEST DVIEN$!01, OF '''666��� n FOR OXY RADIUS TERMINUS AT SELECT END CO'DITiONS � 4+, BOULDER FOR LOCATION AND - _-_._-. w7Y 1-M- }, AMOUNT OF ROULDERS PEOUIRED `�� O 11/* duwAt. � OF CA.. / �/ �w s w r- oP w aPDD�H M(�wF sI•.ia ra+ I ( 1M SI•w- f, �I ,Ms r O F i N f SiIGRADE O� �_ - ' �- r HIGH SLUMP BLOCK CAP 1 w�„• � � '� ;�~ ��" " s 4th STREET =11_ `✓ COPPACTED SUB-GRAJF 9 BOX \ A.AF / 2'HIGH SLUMP BLOCK CAT p I FAWN COLOR - =11- FANV COLOR 7. < -RI,I;M1'tiTON1i 11L(X K I LEGCM [LI x - EXPANSION JOINT . LE • •/ . . . . PRf.•C.AST CAT 1 Y fit Vx6'x 16"PROI 041 '\F CAP JF - EXPNNSDOW JOW +S/01mA•uYWP•'P1tN1A•iM ,T NJ WTAKCNED P,AME JOIw . _-._� L' ___ I 1 f _ WIN - WEAKENED PMIE JOXrr so - 6EON CLXM KFLM III,HIGH OP2 LTH STREET _ \ _ W HIGH TNTER70R STREETS 3 1 = , 0* - Ili CURB K•rURN [a [ro Ea1Re'RnuR" �,, . , I i7 BLOCK SHALL.111: R SOL : �CURB � � SC v1[ /'/."' I ° t - SLUILiPSTONEBLOCK -'�, ANGI[hUS I'ROIY)II 1VAL1. S/w - so[-.Lx P . POM—T,AWN l r ,w(J< 4. 2"CAP 1 c ,� � \ -l,'--t- s I 6"x6"x16'PROTO-11 COLOR FAWN TO MATCI I P . PAUL-1 DIDIN / / , ---0 1 I 1 WALL OR 4'x6'xl6' ! PH 711-67:-3i% Op,HENS*gS ~ ' " /r fir/' ` I r- 1_ ` _ R x R x16 H•PiLASiER }L \�\\\`�`\\' I - _, ,-y_ 1__— J ; S 1 r PRECISION BLOCK F.b. 'i 'f ('OMI'ACTLD$1111GKAUi' a•MONAIM - Y w AOPICEwr r0 Twit v I .Ra . S'SKr[.AOJACEM 1p TwLS A N,, - 6'w.AWACEM TO M66 \ - C: _ .•e-SV'. /\t`^"�C �` I 11 r AIN.AOMCENT To MR v IT - if•rrR1M MII CINRNItRIFM b(l i\0i ;,� iii:% ��n���jjai�,9 I >1 6 x 6 xO�T\% �;�„ �j0//Qj�j\\,�7i• r, - 2.5•(wLNM ar It - ox rwLA1 `�--� I - l'"'r-�---T" __ 1 HOMEOIVNER SIDE % SLUMP�ocK �i �\ : ,i ��o��j,•/o�<�/' /2 . or r.Rr ILA, - ► NOTE: ALL BOlR0ER5 SHALL 8E SET UNDER I �•. I L_ i -- I � -,;, � ✓% is ''\'� _ 11 I \�, \!O ITIISIXIAILFOR DESIGNPI)KPOSES Ne 1 DIRECTION OF LANDSCAPE ARCHITECT��"M SCALE M.T.S. �-i-'-'-� T •-- ;i I 6K6x16 C0\1TT!L'ti0U5 \�'\'1>1i�%!il%I 'I% %�"\�\ UNLY. AIA.S IRUC FURAL FI.IiAII:NTti aDl P' �2 - If'�" CITY P#-Ef� I• �1-•---_ - I . 1__T-1- �' �` `% ,1. w. ' ' 'h'�” DESCRIPTION OF REVISION DATE A. BOULDER INSTALLATION '� tJETJIRII_ �j42 I - _ I_- 1-`- 1 I t sLUA+rsroNE $UALLBFrFKI:NGINI[I:KSt'LAN r� „w,I,N,w APPROVED T H I! 'p It 'f I T 1 L_ >.�;. - -T- -r 1 I I I. AM.1QXm FLAMEVYL R vX sRALL.I YMD NR •P..\ I. AMAROID cou aRf STMT K" Fs - -I• • D. LOW RETAINING WALL DETAIL ,+ -� Y. ,~ XWE IIINNAL AM.KaJIMO: M. mwA*a VOIs -- - I K FLACCO w CVL•.GUY,"AIR sot I M K PLA=w.OURIA ANY>b. - • La•OI ANY DOL AIY AIYI.10 YTl/ry x'010 t KR AND M.rY AOIrIY IAM•Fats 7 FLAT \ ,PrA*m w sIDI.rA APT(AL ,MMm Y wD[trLr.RUS _ �-�� 0 CUCAMONGA ., 1 A11N A, L °� r 1 OM AM ORTYI S•Ml1 K CONsrw1CRW L AA MY LWIT&Pr•lL K OOrRrwlCrm - --t. _.:.. ' - --- It seI la,FROM I=Wr,I KFWM(¢T pow ILO(WAIA I y-,-_ _ _ 'l I -CO\1PACiED tO 34"TUBULAR STLEI. P.w S. X�F.K1 NAME Ins SMIu K eOr6wReIM L *tap=PLANT/o.Rs SMALL K DOrs"DJMO _ . M KA,AM YR*w ,10,OICCLORIC IO 1w i AT RDYAAR N`IRA.tf WT occro 1;'D'UT _ _ SUBGRaDE PICKI.IS AT 1'O.C. B•-D" OTC MAX],- - -.- r- �RIVER WASHED YHA.IY OPw+Ins Mrs K AuxD i WNL AND,a,IY ASMs IMT.K AVIPCO. i I� �-{ GRANITE COBBLESTONE i I �j 2 7 - --iii"^^;==;11..I;'I)I 1!1_.I[=TT 11_1-_'- =�1�� _pIrI 'moi;, O2 1'x11R'TUBULAR i ._ :1 r.s. r F.b. STEEL.TOP AND HOTTOM - y • -LAW MI-C ; TRACT 15727 /i!i ii/`pi '\moi :;`i/ ' ii%i RIVER COBBLE \\'11i��j\O��511R 111 �. :yi d\/ �/ ``�'` LMD SIDE RAILS. I MAX MMWa 1'II.AGTCR . T 0 S ! 4"r 6"X it'SLUSIPSI. 5 �i�:;?ii/\// %'moi//ice/%J/ O3 2-%QUART TLIDULAK / THE H/4�1V F# RNE N'ALL NY 2' AP KA. / �\�0�,\Q�I .. ',\�\\%\\ir0\�:` , w • ' \�/,.�✓/ ��G/�\ STF:F.I.POSES AT 3'ON I _ AIR, . ` KHrNH , /r(/j�\,���- C1:N17:R M:\XIMIILLd. :n w wf YI w Lw, ./"P"_[ I '°"''�or"' \\Dix./i:%i�:%i::%%�� s w Ra Rn e.E ,e,-. WELD 4'x1'23+5' J �.PN w C. WALL - ELEV TION WALL - SECTION WALL - PLAN srEE,PLATESTO DETAILS IwTrorloFPOSTS. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA. CALIFORNIA O fl-aSIDEWALK AND RAMP wNYMY PLAN SIDEWALK AND RAMP ° °-- cONCRIA].1:•ounNG mi 1i- NI LAYOUT AND JOINT DETAIL 103 LAYOUT AND JOINT DETAIL 103 / A ,..- ort( IA II Mw.Rx PIMw.RD W[CIY,I•-,—FI.MD.ORAL,eYH1•,e1Y.I ' MK MMI""`P 1NCMr-1-MYMC WOAAI epYrMKle, ow ,,. APPROVED BY. / DATE: . - , R.C. I Ter E w 1 TL`•' A, B COMPACTED sunGRADF.PI:R '" i / ', O SOILS I-NGINLRRS P,. `I V g CITY ENGINEER/ V R.CE ?.4953 SPECI1CAIIONS - - , j � s ' /� DESIGN RECi)MMENOEG ALL WIELDS'FO III';(iRouND ,\ 'n�/ 11 1, ` \• . , ,O _ LANTEX 1'1 -?'s L - �� tiA100111. 12' 17" G '0 4 7 LANDSCAPE ARCHITECTS PLANNERS DRAWN 31726 RANCHO VIEJO RD.#206, S►+F F- OALL STEEL.SIIALI.01:PAINTED wrni cwNF PRtMrR COAT AND TWO COATS tiEMI-GLOSS LNAMEI.PAiwT. SAN JUAN CAPI STRANO,CA 92675 L-ZZ COLOR SHALL BE SF.LLCTED B\'LANDSCAPE ARCIIITECr. .��OF x 714 248-1993 _ --- e ' . SCALE: lrr-1'•6' CHECKED DRAWING NO . E. I HIGH TUBULAR STEEL FENCE R c E No �r&4z_L OI FILE NO . . .:. __ - - __. _. . -, _- _. SHEET�p OF�� ► Ir ow crLu►�err l► �acar( CITY Of RA14CHO CtICAI1rI`OXGA Writing to the City of Rancho Cucmwmp mi the corwhis ion or the pn*-ct that this . PLANTING AND IRRIGATION SPECIFICATIONS service has bLcn tendered. in trench without stress or stretching wire condluctors. C Trenching and Rick rill I Jnticr Paving: at time of final olliservatiom. Any item dectrVed not acceptable by fl,..-city or Rancho I 111111 Material ond Labor Rcicases;7 ;fl-� (iround Cover. E. 4 I Cucamonga shall he reworked to the complete satisriction of' the City of Rancho . 1: uirmcm to he Furnished: 5. All splices-.;hill bt:made with Scolch-Lok N3576 Connector". ing Packs.Rairilbird Trenches located under areas where paving.asphaltic concrete.Or concrete will be Cucamon�u. Upon completion of the Work,ft Con"a-M ftft IntX111 10 The City�tirril cm*m'nr Mi labor w Giround Cover Pnivide IlImmil vmw d the itNeim Amwit,on r,l#.% '' I SuppI5 a,a pjrt ofthis contract thL following lools: Spap-Tile wire contteclors..or appro%etf equal. Make only one splice with each nstallLd,shall tic backfilled with sand(a liver lour(4)inches Wow the pi�r and six . .. r,'mu.j e,'.V,3611 6* SPRtN, KLFR IRRIGATION SPFCIFICATIONS a. rwo (2) .sets ,)I,special lools required for removing. disassembling and conneclor scaling Nick. . (6)irwhes:abon c dw pipe)and compacted in layers it)otil,'.compaction.using manual R. *rhe Contractor shall%how evidence to the City of Rancho Cuenmonga that the City has materials releases for all work performed under Site DLvelopment. eslahlishcd and weil rooted in flats or similar conlainem. adjusling each qpc orsprinkler and Valvesupplied oil this project. ' . or mechanical tamping devices. *I'rcnches for piping shall be compacted to cqu.af the Veceived all acce%%oric%,cham-,mvord drnwings.and equipment as required before fitint site 109 Dispowsal mid Clcan-up: �IP IvInteh- ART I -UNFRAI h_ I 1-Q)lour-foot valve keys lilt operation ofgaie valve% 6 Field%pliec-4 helwamn the ratimm-itic comrollcrand ellooric comfol ivilviom;x%ill wi he i;-11mPj1-Ii1111 Of 111v vxi%linv adjaveril untli%lurhed wil and %hall he felt in a firm v.Ih'. rF,jl'1CmI�5r]­�Ckiir. C. I%%o(2)kev,s for each automatic controllcr. allowed witfiout prior apprinval ofthe Citv ol'Rancho Cucamonga unvielding condilidn, All trenchesshall liv fell flush with[be adjoining grade. The I Remove all wiste materials(including excavated material ClaqsirlCd 35 Un2M, ablesiVil material), Mulch: Shall he orcompneled wood chip riber, . . 1.01 DESCK III I-ION d, ()nc 11)quick coupler kcN.arid matching hose swivel for every rive(5)or Ctn'itracivi-shall scl in pljcc,vap and prc%sury test all piping under paying prior to the ,.io SITE.OBSI'RVATION SCIlrDULr Hash and debris gcfwralied tit emountered during fix:courw. 'oflandneapc construction.and legally - friction thcreol'ofeach type Of quick coupling valve installed. K. Automatic Controllcr: Pin ing%%ork. dispose ofil. During the course ol'tht: work.removc surplus materials firom the%iie anti leavo! .0� Coortlination,;i6w A. Scope of'Work: Provitte all labor.materials.tran-portalicm,and services mcessary,to ftwni%h 2. The above mentioned equipment shall be turned o%cr to the Cit)at the conclusion A. . The Contractor shall be-1,ni sible for notirying the City of Rancho Cucamortgo in advance prennsios in a twat ark]clean condition. Clean up and remove all remaining debris and surplus � Ind install itic.Irrigalior.Sy�tcni-as shown oil the Draw ings and described herein. Or the project. Before final observation call Occur, evidence that the City has I. Automatic controllerl(s)shall be or%in mid type shown on the Drawings. 2. Generally. Piping tinder existing walks is done IVV% jacking. boring. or hydraulic for the following oNsm3tion meetings,ac' . . cording to the time indicated: materials trPon completion of'work,leaving the premises neat and clean. llw site shall be clemied %. Do not have plant-;delivered to the job site until sile condition%are read)-f6r planting. If rCccivcd material must he shown to the City(if Rancho Cucamonga. driving.but%%Iwre any cutting or breaking ol'sidewn'lks and/or concrete is necessary. upon the rLqtk-%t ofthe inspector. planting is delayed.keep plant rools moist and place in a sheltered location Protected Ih)m P. Standards: All work -ind .na'crials shall compl) with governing codes, saIrly orders. 2. Final localion orautornalic controller(s)shall be approved by the city or Rancho it shall be done an' . d replaced by the Contractor as a part or the Contract cost. . . . 1. Pm-Job Conference-7 days the sun,wind aVVd other damaging elements. standards. and regulaiion%, -ind meet ihe minimum requirements of the Standard 1.04 PRODUCI DITIVERY.SFORAGE AND HANDLING Cucamonga. Permission to cut or break sidewalks an(Vor concrete shall be obtained from the City PART1-EXECI ITION . Specification.,For Public\1',r'6 Construction(Green Book)latest edition. of Rancho Cucamonga. No hydratilic driving will be Permitted under concrete 2. Pressure supply line instillation-24 hours it. Soil pineparatiortand firw grading shall he complelcoland trees and shrubs iristalled prior to A. I landling oI'PVCpipc am)fiumg%: The Contractor in cautioned to exercise cam in hmffinr- 3. Unless otherwise notet!on the Drawings. the 120 volt electrical power to each paving. 2.01 Proleclion: bedding plants and ground cover plaming. 1.02 Qt]ALI-[Y ASS(IRANCI:&RI:Qt IIRI:M[:N-I-S loading,unloading.and storing PVC pipe wW fittings. All PVC pipe shall be transported in automatic controller location is to bc-furnished by others. The final electrical hook- 3. Lateral line and sprinkler installation-24 hours Keep;ill plant material delivcfed Ili site in a healthy condition for planting. Plants shall"bo,- I a vchicle which allo%%s the length or pipe to lie flat so as not to subject it to under bending up A-ill be the responsibility of the Contractor. 3. Refer to Citv Standard 120"I'mrich Repair'when within City stmets sus-cmibic to ahowedtodryoui. I tare rolo stock%Kill be w. praiLd'and ficeled-in,in most earth or otht:r suitable 5.06 Instillation: A. Permits and Fccs: *1 tic Contractor shall obtain ind pa) fivr am and all Permits and all or a concentrated cxtcmjl load at any point. An) section of pipe that has been denied Or trall'ic loads'. 4. Automatic controller installation-24 hours mawrial until planting. Bailed arid burlapped plants shift have rtXX hill covered with Observations as rctluired . damaged will he disLardcol.and if installed.shall be replaced%%ith rVew piping. L. Electric Control Valves: D. AssLinblitm: 5. .Control wire instillation-24 hours wood chips or other suitable material until planting. moist sawdust, Plain ground cover and bedding plants in imVist soil and spnecas indicated(in plans. - B. hlanullwturces Directions: Manufactumes dim-clions and detailed drawings shall be 1.05 SUBSITIAJI IONS I. All electric comroll vatvcq shall be the%am sin mid type shown on thc Drawings. 2.02 Instillation: 1:;oclipl;iiii-h:illht-pl;tntLtl%vithit%rmvtx"iitm-.rtc.tnitn t(wf'-Alil%tlast.,minimiyrrt%iqdisitirtrince. followed lit allicascs wherc the nimitificturers ofarficles used lit this Contract furnish 1. Routing ofsprinkler irrigation lines as indicated on the Drawings is diagrarlinialic. 6. Pressure suirly line and lateral line testing-49 hours 19 . Swil moisture%hill tic such that soil does directions covering Points not shown in the Drawings and Specifications. A. IfthL Contractor wishes to substitute any equiptnew or materials for the cquil-c. or 1). . not crumble whoi removing plants from container. . - All electric control valvt-s shall have a marifial flow adjustment. Instill lines(and various assemblies)in such a manner as to conform with the details Detailed layout offilat"s within the rOunting-me shallbepcif(Vin by Contractor mW arTmved materials I i sled on the Draw ings mid Spuci ficat ions.Itc,may do so by providing fix-fol lowing in the Drawings. 7. Covein gc tent-48 hours by the Landwape Architect arid City prior to planting. Regrattle planter areas after planting,to rLst(vir stntVoth finish grade and to insure proper surface C. Ordinances mid Regulations: All local.municipal and slow laws.and rules alid regulations it,forniation to the cit)or Rancho Cucamonga for approval: 3. Provide and install one control valve box ror each clLctric control valve. drainage. A 4"layer of'mulch material shall he spread over the entire planter area after grade is go%erning or relating to any portiori or this work are hereby incorporawd into and made-a I. Pro%itic a statement indicating the reason for making the,substiluitiori. Use a separate 1). Instill NO multiple assemblies in plantic lines. Provide each asse...bly with its own 8. Final observation-7 days W excavated from planting holes shall be at le I& to backrill around trm and shrubs using the established. Watering Shall begin imnic-dialc1% aflier mulching.(6rading shall accommodate the part ol'thesc Specilicalions.and II)cir provisions shall be carried out by the Contractor. sheet ofriaper lbr each item to lie submitted. M. Control Valve Boxes: outlet. following mixture: Anything contaiiVed in them.-Spccificalions shill not be constrwd to conflict v,ith any ofthe 2. Pro%itic descriptive catalog literature.perlormancc churls and flow charts. fiar each It. When observations have been conducted other than the City of Rancho Cucamonga.show mulch) :bo%c rules, regulalions:or requirements ofthe same.I lowcvcr.when thc.%L Specifications item to be substituted. I. Use 19*x 10-1/i"round box for all gatc valves. Camin Industries"10-12D with 3. Install all assemblies specified hemin in accordance with respective dctail. In evidence in writing orwhen and by whom these observations were made. Native.On-Shc%oil with rock no C rate than 3"in diamLtt,-r 1 5.07- Protectiori: .d Drawings call Ior or describe materials. workinans I hip,or construclion of a better 3. Providc the amount ofcost savings irthe subst0uted item is approved. green bolt-down cover or approved equal. Extension sleeve shall be PVC with absenec ordLuil drawings or Specifications pertaining to spLcific items required to Gro Power Plus.5-3-1 15 lbs/cy quality.higher standard.or larger size thin is requirctl li� fix:above rules and regulations. H. I'hL City of Rancho Cucamonga"I have the sole responsibility in accepting or reicctintt minimum sin or six(6)inchLs. complete work,perlbrm such work in accordance with best standard pricticc with C. No site observations will commence without"As-Built"record drawings. The contractor Iron Sulfate 2 Ibs/cy the provisions ofiliesc Specifications and DrawnWs shall take precedence.. an% submitLil item as in approved equal to fix:equipment and materials listed on the prior apprlival tit*City of*Rancho Cucamonga, shall not call finr a site visit without "As-Built" record drawings. without completing � I'mcl temptwairy fi:rwinp or barriers to protect planted am-as firom damage prior to final acceptaricc. Drawings anJ Specificatimm '). -9-1/2" x 16" x I I" rectangular box lbir all electric control valves. Carson previously noted corrections,or without preparing the system for said visit. (To be used for bidding,ri post (Wv.verify with Agrorrymic Soils 11ART6-WEED ABAITMENT Use D. Explanation ofDrawings. Inofteaties N 1419-12D with green holl4own cover or approved equal. 4. PVC pipe and filtings shall be thomughly cleaned of dirt,dust.arid moisture before I . inst:11lation. Instillation and solvent welding methods shall be as rtectinnicrided by CONCRETE SPECIFICATIONS After backfilling,constnict a 3"earthen herm to form watering � - -each plant,to allow 01 .Scope of Work: I. Duc to the Scale Or fix-Dmvirrgs.it is not possihtc to indicate all offsets,fitting. 3. Use 6"diameter x 3-1/4"deep round plastic valve box for all quick coupling valves. the pipe and fitting tnanufaclurer. thorough water-in and establishment. . 30- skvvc-.etc..which may he required. The Contractor shall carefully investigate the . 0 . A. The gualramcc for the irrigation systen,shall be made in accordance with the attwhe form. Carson industries#608-12 with green flex-lock cover or approved equal. PART I GENERAL t or structural arid finished conditions all'ecting all of'his work mid plan his %%(wit 11w Gencril Conditions and Supplementary Conditions(if these Spccificationsshall be filed 5. On PVC In trictal conneclionn.the Contractor-hall wolk the metal connections first. Prior to installation or turf arid ground cmen-eff, 'A I 1i-S Provick-all maltrial.equipment.and labort-necessary to pt:Korm all work it,;indicated on Plans..as 0 4L - from around trees and shrubs. reasonably implied,and as tiviineated in the specifications. accorditigiN.lurnished such fittings.tic.,as may be required to meet such conditi,ins. with the Cit),prior Io acceptance ol"thL irrigation system. 4. Use 9-102"x 16"x I Vrectmigulm box for all electric control valves installed within Teflon tape or appnived colual.shall hL,uscd on all threaded IIVC to PVC,and(in all 1.01 I)c­.o.,ri pt ion Herms in turfareas Io be removed prior to City ,I. . IL Draw ings are goicrall)diagrammatic and indicative of the w ork it)be installed. 11w B. A copy of the 6wirantec limn shall he included in the operations and mairdenorwe manual. on-grade landscaped areas. Carson Industries# 1419-12B with green bolt-down threaded IIVC to metal joints. Light wrench pressure is all that is required, Where I �­.. I- - 'o-I Quality Assurance: I 9 work shall be installed in such a manner ar to ivoid conflicts between IN.irrigation C. Me guaranwc lorin shall be re-t%ped onto the Contractor's letterhead and shall coiiiain Ilic co%cr ornriproved COL121 threaded IIVC connections are required.use threaded PVC adapters into which the For concrete information mfer to the Standard Specifications for Public Works Construction(Green 11 N W! I-.19011.PREPAgATION. AND FINi"; - .,(i s�%teni.planting and architectural I'catun:%. filliomlig information: pipe may be solvent welded Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4,201,303,and 400,as well -I W S. Use 10" x 10-1/4* imn box for all quick coupling valves installed within on- I A. The Applicator ofall weed control materials shall be licensed by the State ofCalifinmia as ii- 2. All %%ork- called for on the Drnwings by notes or details,such be furnished arid E. Line Clearance: as any other sections relato�d to the installation,per and Post installation ofconcrete Work,materials, 1(11 Scope ol'Work-: ­ I 49 GUARANTEE FOR IRRIGATION SYSTEM structure larldw. aped areas. Carson Industries No.9 10-I 2B with green bolt-down labor,mid clean-up. TIVe Standard Specifications for Public Works Constniction is available from: . a Pem Comml Operator and a Pent Control Advisor in addition to any subcortiraLtor licenses a installed wheilier tit not specifically mcmioned in the specifications. cover or appmved equal. . . A. Provide al � that arc required. . We hereby guarantee that the irrigation sysm, we haw furnished and installed is free f-CIC&CIS I. All tin"shall have a mini nut. C1,013111.Of Six(6)inches from each other and III Building News I I �J11d equipinev..and perform all wrVA rwm.,". v forand incidemalto I I - . . i. Th�- Cotilraclor shall not willfuth instill the irrigation system as shown on the N. Sprinkler I leads: twelve (I 2)inches firoor lines ofother trades,with the exception ofthe control wire I I oi,and finish grading ofall plantingand lawn areas as shown on plam.as B. All matetials and methods must conform to Federal,State,a L a]R ul io s. Draw ing% %%hen it is ob%ious in the field that obstructions. grade difterences,or in materials and workmanship.and the work has been completed in accordance With the Drawings sleeve(s)which shall bt:installed adjacent�to Pressure Supply line. Parallel lines shall 3055 Overland Avenue '�Ilpliccl.or as delineated in the specifications. nd cc eg at n and Specificalion%.ordinary wcar aW tear,unusual abuse,or negleci excepted. We agree to repair not be installed directly over one another. Los Angeles,CA 90034 distrcpancics in area dimensions exist that might not have been considered in or replace an%defects in matciial or workmanship%%Inch may&velop during the period of'one year I. All sprinkler heads-hall he of the so ,sin,type.and dielim the Sam rate of . (310)202-7775 I.-"-1 6.01 Submittal: engineering. Such tihsiructions or difterences should be brought to the attention or from dale ol:�Wt:cplancc anti also Ili repair or replace;lit) Janiage resulting from the repairing or precipitation with the diameter(or radius)ofthrow.pressure,and discharge as shown I . ..1)1�h i ng,placement and grading,of topsoil lbr bal:k fill i ng of plafflLn i r required. the City of'Rancho Cuc3monga. In the event this noxification is not peIrform,d.the replacing tit'such defects at no additional costs Ili the City. We shall make such repairs tit on(Ile Drawings and/or specified in these special provisions. F. Automatic Controller Assembly: 1.02 .';cope - Prior to live installation(,rally wv%d control materials.the Landscape Comractor shall submit to the Contractor shall as%umc full responsibility for aky revision necessary. I%- Cleaning anti finish gradinglifivinrilmm, and planting areast. . . noplacen icnis%%ithin a reasomible time.it%&-tcrmined h)the C71t).after recciptl of'w riticn not ice. In 2. Spray heads shall have a screw mJju%ImLm Install as per manufacturees instructions. Remote corftol valves sho � . .� ­ --'-- . - �I � . Landscape Architcct/City a list oftht:Weed contrivi materials arid quantities pt:racrc init-mled loir use the evoit ol'our failure to make such repairs or replacements within a reasonable time oiler receipt *-h and install all concrete Work complete as indicated on the drawings or as -, I Tops, in controlling the w-m-d types. prevalent and expected oil the site.as supplied by five Pest Control 1�03 SUBMITTALS of written Tkifice from the,Cits.%%c authorim the City to proceed to have-aid repairs or replacements contmiler in numerical sequence as shown on the Drawings. )lit: L hut not limited io the following: I I I 02 soil: Advisor. Ilest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and made at our c\ -rise and *11 the costs arid charges therefore upon demand. 3. Riser units shall be fabricated in aLcovdance with the details shown on the drawings. 4� City data to demonstrate the compalibility or the weed control materials and methods with the --I: .1. re "C"I NN G. Fligh Voltage Wiring for Automatic Controller: F I z A. Existing on-silesoils linlLd as'acceptablic'under'Sile Grading'nPecif wation. intended planting and seLd varictics present. Z Material Ii.. 1: A. and-set all reinforcing steel,bolts,and anchors. - - � A. I1R0J X : fh*_40��� - 0 I LOCATION: * - 4. Riser nipples for 311.sprinkler heads shall be the some size as the riscr opening in the � . -r4_4044c*__,�_ A� I. 120 %-oil power connection to the automatic controller sh provided by the . - it. Topsoil iniported to site kv use as rill,back rill in plafflers and mottivoling,shall be sandy . 6.114 Responsibility and Coordination: (f) I. 'M-Ctintractor shall fumish fly--amickm equipinc-n-Ic.al%.or proce". "specified �� sprinkler body. . B. Insta tems required by other trades which am to be cam i . - by name in the Drawings and Specifications. No substitution will be allowed without SIGN k,`I?X.������� . . I c . er b c g 'he - . klt_�_. Contractor. I lextured. Silt plus clay coment of this soil shall be no great than 15% y w i ht. 1 - > . . �*, .1): - pnor wrillen appro%al by the Cit%ol'Rancho Cucamonga. PI[ON 1:- DAI 1:01:ACCITTANCE: 5. All sprinkler heads of the sonre type-hall be the same manufacturer. . boron content of this sold%hall be no greater than I pan per million as measured on the A. Landwape Contm-lor is responsible for the circlion of*all signs and harriem required to w � . - . C. Conc ow strips,footings for walls.fencing, I �-,'.etc.,where applicable. 2. All electrical work sh form to local codes,ordinances,a ion authorities . saturation extract. The sildiurn absorption ratio(SAR)shall not exceed 3.0 millimohos per prevent intrusion into the treated areas and to notify the public. cr 2. Complete material list shall be submitted prior to performing any vtTA. Material list IIART'V-PRODUCTS o. Sluirving: having jurisdiction. 1.0 3 Protection 11 centimeter at 25 C. In order to ensure conformance,samples of the imported soil shall he U_ shall include the manufacturer.model number.and description ol'all milerials arid '' submitted to an agronomic soils testing laboratory,approved by the project Landscape B. No material or methods shall affLet the landscape planting or hydroseed germination. No 0 c4uipnient it, be used. Although manufacturer and other inlormation may be 2$ 9 It. Remette Control Valves: - , Architect for analysis prior to use. Result oftesting to be delivered to City for approval. material or method shall rentler the job site unimitile fi3r more than 10 days from date or . ' . .01 MATERIALS I. Sleeving under hardscape or paved mvas for mainline.lateral lines or control wirin All finished -te work shall be barric .1 k,strian traffic for three(3)days. Barricade shall Soit test to include analysis and recommendations, application. dillcrent.the following is a guide to proper submittal kirmal: A. (icricral: Use only new materials orbrands arid types noted on drawings. specified herein, shall be Schedule 40 P.V.C.or approved equal I. rnstall where shown orWhe -inqs. Where grouped together,all cast twelve be placed I e I y a fter concrete Contractor shall furnish,place and remove all of his Z item NO, Dt:scrirnion 'Manufactu khxlcl No� or appro%cd equals. li. (12)inches between adjac Ive boxes. Install each remote c valve in a owiri ha � Contractor r,,sponsible for any damage to new construction arid 3.0 3 Soil AmendmVems: 6.05 Non-Selcotive I ferhicidoom: . 0 It. PVC Pressure Main Line Pipc and Fittings: Vandal Resistant Controller Enclosure-. separate valve box. repl I r repair ofth, � v� he made without added cost to the City. l'- I. llrc,�surc main line piping for sins 2"and larger shall be PVC Class 315. 1 �- .- I I - All soil amendiTtents%hall be as specified in the Agritr suittNifityirertim s rum I . (I I BackIlow Prr%eml:r FebLo 825-Y-BV 1. commliLrenciostire%half be orsize and type shown on the Irrigation Drawin C -��, Elm .. - Kwrtic v soil report ished Nort-sLiective contact herbicide andfor non-selective systemic herbicides(as by the 2 Cal!wn%c ET 1-2,4-DR 2. Claiss 315 pipe shall be me& from an NSF appiov . I- -for . Automatic Controller - Flushing,oll'system: by file Contrm: a: Type 1. Gardc !, PVC Irrigation Demil shcet. - . -1 I___1 Pest Control Advisor) L) � I 3100RCV * compound confitimingto ASTM resin specification D1784. Allpoperriustmillit -1'1x)n c -.-,�all concrete work arid before final acceptance,the Contractor shall reolove all 1, 0 .1 Master Valve Superior "I'll, 4 Fic. He. After all new sprinkler pipe tin risers we in place and connected, ce 11 1 .04 Soil Preparation: Etc. requirements as s�t forth in Federal Specification PS-22-70,with an appropriate 2. A hackboard shall be secured to the controller enclosure housing to pro a base divcrsion work has been compi nd prior to installation of sprink _5 .e too -.1u,iiiaterials,apparatus,debris,etc.fircom the site and the site shall be left in a clean,neat 6.06 Selective I lerbicides: - W . standard dirtiension(S.D.R)(Sol%ent-weld Pipe). for motinling the automatic sprinkler controller and terminal strip. -, - I i., acceptable to the City. . C3 Iffigation submittal must he-pecific and complete. All items m -ontrof valvesshall he opened a !head or water used to flu !%,!�,11 All work on irrigation system ust by listed and 3. Pressure main line Piping for sizes 1-1/2"and smaller si-wit be PVC Schedule 40 with I - . shollbecomrk"WiditSPecte fiarr0commendedappicivaland.finc Selective pm-cmergent he+icides compatible with seed mixture (as recommended by the Pest should include whent.primer.%%ire,conmclors.valve,Ixtxes.etc. No copies of' solvent welded joints. 3. A I 1 7 volt duplex box shot vid an OVVOIT switch,a 117 volt ;�.-4 1 1 .NG SPECIFICATIONS grading completed,prior to rototilling and Prior to soil amendment work. Control Advisor) -.winter's literature(catalog cuts)are required as%uhmittal ininnnotion.' .-cho: I be I z 1 2. inkler heads shall be instill V after flushing or(he system has _.- . n ,-Vih manul' 4� S -dule 40 pipe shall be ran&-from NSF approved Type 1,Grade I PVC compound receptacle. Metal conduit ,hot c 117 volt supply to I ontmIlLr , . con Formi tit;to ASTM resin spec i ficalion D 1 785. All pipe must meet requirements housing. All Power within the housing s �properly phased. inplished to the complete sati 11 of the city or Rancho Cucamon ,1, � PART I -GENERAL After rough grade%have been established,piclime all lawn and Planting areas by tilling or,cross 6.07 Weed Eradication: 3. 1: . lipping 16 a derith or 12". All rock and debris more than 2"in diameter shall be removed from thp .4ttirtntnt tit materials inslaWd(it furnished without prior approval ofthc City of as set fi)rth in Federal Specification PS-21-70. � Rancho Ctwaniongi may be rejected and the Coluractor may bt:required to rerrinvc 5. PVC solvcm-weld fittings shall be Schedule 40,1 1-1 NSF approve conformingto . . J. Sprinkl ds: - site,except lbr areas that are to be sodded, in which all rock and debris more than I-in diameter Ifin the opinion offlit,Pent Control Advisor.pt c nial grassrs mid-tvredsexisting in the rdanting . . 4. A terminal strip stun he Provided.clearly i ling the pope.points nection - ­ 1.01 -Scope Of Work: shall he removed. stich malcrials front the site ill his own expense. ASTM test procedure D2466, ofall appropriate wiring(station valves,m valve,common,centr trol). -1 areas will require control pritw to removal, spray these areas per Pest Control Advisor's . . . - - ' 6. Sol%cnt cement and primer for PVC soIvcnt-wc1d pipe abd fittings shall be oftypc I. I lie sprinklci heads Im designai tk Drawl - Wer heads to be recommen(Intions. - - in I in this work shall becquivalci inall . 01,,�Itemized. Contractor shall provide all materials, labor and equipment incidental to wW necessary for Apply.spread,and rolotil in all "I- end......I as recommended to a depth or 6". Water area . 4 Approval tit*any item.aft-cmative or substiwic indicato.-i only that the PnVduLt Or anti installation methods prescribed b,'ii,the manufacturer. Q. Miscellaneous Irrigation Equipment: completing all work,as indicated on the drawings.as reasonably implied,or as delineated in the . � thoroughly after rotolilling is conTletc. Incorporate event%,into I top 4"to 6"I fia I win f producls appiarentIN mctt the requirements oftht:Drawings and Specificitions(In the 7. All IIVC pipe must bear the following markings: . he he to g cw A. Prior to the installation oftlw irrigation system remove and clear all weeds and to[ . Specifications as follows. 6 dcleterioun. 1K) hisl%orthe information or%amplc,�submitted. a. Manulaclurces name 1. Refer to the I ion Mom for sizes a ries of miscellaneous irri ' 2. . S officads shall not exceed them * , dicated on the Drawings.' In an each 1.000 square feet of planting area: materials from planting areas. A � b. Nominal pipe size equipment. c M the spacing exceed the in * . ,,,minended by the manufacturer. Standards: 0 N I Manufacturces warranties shall not relieve the Contractor ofhis liability under the - 4 cubic yards of nitrolized Red w or Fit she v i i or equal. Allowherbici&to kill all Weeds. Rake orhoc offall dead weeds to a depth of I"-2"below W.1 L� 5. I C. Schedule tit class 1(11 ,r!,*,i OPLARY IRS . - � , A Suarantev. Stich warranlies shall only supplement the guarantee. d. Pressure rating in P.S.I. 2. All miscellaneous on equip let sh.-ill specified orapproved equal. - 200 lbs.orGro-Power or apMved equal. tq 0 4 . - the surface ofthe soil. Physically remove all weeds from the site. Z I 0 Z 'oundation)apivivrval I -City resm c right to make i ­ mpairs as necessary to keep the sprinkler system .A]I work and materials sWI cornply with governing codes,safety orders,standards.and regulations, . W V3 0 T C. NSF(National Sanitation I FhL. . , I and mett the minimum requirements ofthe Standard Specifications For Public Works Construction 2 " tA 0 2 O.- ll� Z It. RECORD I)RA%%*IN(;S- f. Date of extrusion PART3-EXECUTION ­ rating conchli exercise of this right by the City shall not relieve the (Green H�Vok)latest edition. The above soil ctwxfitioning am it it to qualities only mid should be used only for bidding rRrprm, I'ART7-LANDSCAPE MAINTTNANCE 7 1�',.Ii , 8. All littings shall-licar the manufacturces name or trademark..role,Oaf designation. ontric I!oi ��Ir�hc terms ofthe guarantee as herein specified. because soil conditions may change drastically from the time these- " - ,V of his"Ponsibil, , I . tpecificitions%vcrc developed W 'I. ,. W 311: NZ Iihc Comr,wforshall provide and keeptrr-to-tinleacomrileterecia. setofbIttelinc . to the titV W U h I " I. e the actual soil conditioning take place. Therefore,the Contractor shall obtain his own -01 Scope of Work: ll- 'A %" 4 size.applicable IT.S.schedule and NSF seat ofaprroval. 1.01 OBSERVATION 01:SITE CONDITIO, 1 t03 . Quality Assurinoe: U U.1 X "14 Cr ondid prints which shall he corrected daily,showing every change from the originni I I < 4X') in a . C. PVC Non-Prc%surc Lateral Line Piping: 1,oi EXISTING TREE - - . . . soils analysis at a rate of one per every 25.000 square feet of planted area. These soil tests shall be a Ce Drawings and Specifications and the exact installed locations.si M. ,and kinH of 1. Non-proossurc buried lateral line,piping shall be PVC Scht.-dule 40 with solvent-weld A. i%ll scaled dimensiom are approxim c Contract .11 check and verify all size _� A. All Contractom priformingSite Developmew work.must be licensed in accordmic With the conducted by an approved Agrmlormc soils testing laboratory approved by the project Landscape Provide all materials, labor and equip tell necessary for, or incidental to, performing all ' . Wlwre i ' .1.1, to excavate adjacent to existing trees.thc Contractor%hull une Architect and City. copies orihe soil"to be pruvidc-d during the Pre-construction job conference. maintenance mqtiircments as reasonably implied or as dc-lincated in the specificatiom including.but equipment. Prints for this purpose may be L+tairVed from the City of Rancho joints,.%hen installed in planting areas. dimensions and receive approval from t of Ranch ,amonga Prior to proceeding all pmilft cam laws ofthe State of California. Cucamonga at coAl. Thi%set ot'draw ings shall be kept on the site and shall be used I Non-prcsstirc lateral line piping installed under paved arcas;shall be PVC Schedule with work under this St-ciion. in iry lo trcesand irce rocils. Excavation in areas where two(2)inch and larger roots occur � -d to the following: oniv asa rccord set. . 'd,)e by hand. All roots two(2)inches and larger in diameter,except directly in the path 3.05 Finish Grading: not limitt: 0 1 . 40 with sL)I%cnt wcIded joints. . _; B. Contrictor shall provide the Landscape Architect and the City with a list of Subcontractors cc Un 3. Pipe shall be made from NSF approved. Type 1. Grade 11 PVC compound It. Exercise extreme cam in"cavilling and working intin ili". Thecontractor shall r1i,c or conduit.shall be tunrwltd umfer and shall be heavily wrapped with burlap to prevent ' ' Maintain all plants and planted areas. I LQ .r- I 1. � ic to trecs having roots smaller and Material Suppliers expected to be employed during the course of construction. Z 8 %0 0 2. The Contrmtorshall make neat and legible notations on the record drawing preigress cortforming to As,rM resin specification DI 794. All pipe must meet requirements be responsible kw damages to utilities which are ca ­ ,hi ritions or neglect. Check - � ,­irring orexcessive drying. Where a ditching machine is run closo After rototilling oper. am conilhie,grade went to establish finish grades for Planting. All flow Keep planted areas free of weeds and debris. -�t Z C4 Z Z . I -wall of the trench adjacent to the tree shot I be hand trimmed. lines shall be maintained and prom tolerances shall be met after settlement at the end ofthe project Prune trees and shrubs. < W sheets duilv as the work proceeds.showing the work as actually installed. For u io 4`14 0, ' .set forth in Fcdcral Specification IIS-22-70 with an appropriate standard dimension existing utilities drawings for existin fility locatio g- 1� .11 than two(2)inches in diameter.the C. Contractor shall obtain and keep in force Public Liability and Propert�Damage Insuionc . "J 6J \ example,should a piece ofcquipment be installed in a It-cation that docs not match ratio. - � making clean cuts through, Roots one(1)inch and larger in diameter shall be pointed with two coats during entire course of file Construction Contract. The amount of insurance shall be maintenance period, Fertilized all plants and planted am-as. J . < . I ofl*rce Seal,or equal Trenc adjacent to tree should be closed within twenty-four(24)hours;and CL 0 U U _J ; W - a: %L � the plan.tht:Conirm-tor must indicate that equipmem has been relocated in 2 graphic 4. Except as allied in pangraphs 1.2.and 3 or this sectim"2.01 B).all requi.cinci. fbir C. Coordinate instillation ofsprinkler als including Pi , , -shall be re1ce determined by City. Irrigation. 1 4 Gn manrwr so mi to match the original s%.mbols as indicated in the irrigation legLrw. lbe I -pressure lateral line pipe and fittings shall lie'the sarn - with utilities or othe;construction or difficulty in planting tr I " u hs. I 0 en ion c as for solvent weld . . ��overs. where this is not possible,the side ofthe trench adjacent to the tree shall be kept shaded with burlap Finish grading shall leave surface ofthe ground uniformly salm! mid free orabrupt grade change. Insecticide spraying. � �-- 0 Z 8� relocated equipment and dimensions will then he transferred to the original record Pressure main line pipc and fittings as%ct!orth in section 2.01 B orthe Specifications. I or canvas. D. Prior to start ofsilc development work,the Contractor shall notify the Landscape Architect U " drawing plan it the proper time. non-prcssurc lateral line pipe and fittings shall be the .same as for solvcnt-%wld D. Tlic Contractor shall carefully check all grades to satisfy himsel mn% safe I y proceed . 3.06 Coordination: 7.02 rLmilizers: I Fit* III W 9 . I and City to give starting and completion daics. Contractor shall also supply the Landscape �- > 06 . . pressure main line pipe and fittings as set forth in section 2.01 B ofthc Specifications. before starting work on the irrigation system. -,.06 FIELD QUALITY CONTROL Architect and Cit-,.with the name and telephone number of the Person in charge of the work. I . �_ . . =: 0 L" 'It 1. Beliwc the date ol'the final observation.thL Contractor shall transfer all information D. Brass Pipe and Fittings: 1 . Weed abatement work shall be coordinated with the ift"Atation ofthe irrigation system rotoijilling A. Commercial fertilizers;with an mmlvsis of 3-3-1-117iro-Power Mass.and 12-1-8 Gro-Power 4 U X tL " from the "record drawing" prints it, a .sepia my lar or similar mylar material. I. Where irKiicaied on thc Drawings.use red brass%crc%vcd pipe conforming to Federal .3.02 PREPARATION A. Adjust...... or the System: and soil amendment Work.and plinfing. (See Weed Abatement section). ' Cd U < :1 . . -d Relcaso:Nitrogen.as designated herein.or approved substitute as required by the Arrangewnts%hill be made through the city kir obtaining said sepia mylar or .1 . 1.04 Responsibilities and Coordination: Controlit: . -111� < Z U r- . . I Agronomic soils repoti. Available fironi(;to Power(909)393-3744. W < Z . Srwcificalion NWW-11-351. I I , similar mylar material. All work shall he in waierprx-Iofindia ink and applied to the 1- Fittings%hall be red brass conlorming to Federal Specification OWW-11-". A. Physical layout . I. The Contractor shall flush and adjust all sprinkler heads for optimum performance A. Permits: .TIVc- Contractor shall obtain and pay for all permits am]i ispec ions required by PART 4-TR17ES AND SIIRQBS 1, a- ,X < m%lot hv a wchnical pen made expressly for use on mylar onnierial. Such pcn shall I... - anti to Prevent over%timy onto walks.roadways,and buildings as much as possible. *4 < �Q :) . . ' I Copper Pipe and Fittings: governing authorities for the work to he per-fitirmed. B. Ammonium Sulfate: Granular form comaining not less than 21%nit"Ten and 240/.sulfur � U CZ4 , be similar ill those manufactured It% Rapidograph. Ktwffcl&Esser.or Faber Castell. I. Prior to installation. m tor shall size stake out all piessure supply lines, 4.01 Scope of Work: 4 . I. Pipe: I)pc K.hard lemrvrcd. and shift be registered as an agricultural miner,with the State Department or Agriculture in (0) r- The dimensions shall be made as to be casilv readable even 'on the final controller 1. Fittings: �&rotightcorT,cr.--oldLrjointt)-pc. routing and loca' r;,)'kler heads. 2. ir it is determined that adjustments in the irrigation equipment wi;l provide proper B. F . compliance with Article 2-"Fertilizer Materials,"Section 1030 of the Agricultural Code. a ;; Z ' - .xisling Conditions: The Contr.wtor shall verify all conditions and difftensions shown on Z .,c chum(see Seclion C). The original inylar"record drawing"plan shall he submitted . and more adequnte coverage,the Contractor shall make such adjustments prior to P.ovide all material.equipment,and lahm, tecesso v to install all trees and shn]ibs as shown on Plans, V) " .1 Joints shall be soldered with silver solder.45%silver. 15%copper.16%zinc,24% the plans at the site prior to commencement orally%vork under this"tract. The Contract(ir ' < ui ill the Cit% tit'Rancho Cucamonga for approval prior to the completion of'' cadmium.stil idus at 1125*F.mid liquidus at 1145'F. 2. All Jay I planting. Adjustments mhy also irtclude changes in nozzle sizes and degrees ofam as reasonably implied and as delineated in the specifications. 7.01 Get ic, I: _J I.- ' . 'iPproved by the City of Rancho Cucarriongo prior to installation. shall verify the location and depth ofill underground utilities prior to start ofwork. 14 controller chart. F. GatcVal%cs: - I as required. I 4 a I. Ball Valves(I 1/2"and smaller) B. W - I : Tlw Contractor shall apply for and pay all cost incurred for all 4.02 Products Maintenance shall start immediately after laindw. ape irrigation mid pliming. 4. 'Ilx-Civmr.x-ttwsh.illdimen.vtmfrtnntivo(2)lwi anc, Points or refe.c.wc.suchas; a. Ball valves shall be a 125 lb SWP browte valve with threaded cods and shall 3. Lowering rained qrwirtkier heads by the Contractor shall be accomplished within ten temporary utilities such as water,electrical power and gas as required by him for the A. Nuencric -Maw names indic on the d owing coalbin the"Standaid Plant Names' . . . a: � >_ U.1 building comen. sidewalk edges, road intersections. etc.. the location of the I (JO)days after notification by the City. established by the American Joint Committee on Horticulture. Except for names covered Maintain all Plants and plarded amn"on a continuous hasis as thev are installed during the pIng C.-I following items he equipped with a stainless steel handle. -I I he irrigation system shall be cormectcd to w-iter supply point(g)ofeanneclion as . construction ofthe projLcl. Temporary services shall bt:coordinated with the City and other therein.the established custom ofthe nursers is followed. ' a) W b. Ball valves shall Ill,Nibco T-595-70-66 or approved equal. I indicated on the Drawings. contractors on the job site. orthc work,and continue to maintain them until fitVaf wccrA;tncc oftolal project. Replace an),dead C. All Bill valves shall be installed per dctail. I 1 4. All sprinkler headssholl be sel pe,Pci icular to finished grades unless otherwise I Or N ing p ants as directed b) file Landstape ArchilLct and City reproos-cmaiive. Z a. Cormection to existing water lines. 11 Resilient Wedge Gatc Val%c IT'and larger) designated on the Drawings. B. Condition-Plants shall be symmetrical,typical for variety old species,SOUM.hmithv . L-3 o - 1 2. Connections shall be made at the 2ppo i...ate locaric"(s)sbotv, on the Drawings. D. Survey,Reference Points,and Elevations: Tlw Contractor is restponsi'Me for establishing all ­ W h. Connection to existing electrical power. 3. Resilient Wedge Gale valves shall be epoxy coated mid equipped wi - - The Contractor is responsible for minor changes caused by acittal site conditions. surveys.rcl'ercncc points anti elevations required by him,and shown on plans for proper vigorous.free from plant disease.insect pests,or their eggs.and shall have hcalthv,normal A. Irrigation: Operate irrigation system(in an established program to maintain all plants and > Z c. Gate valves. . 5. Rain Bird EFB-CP-PRS valves Will be W W maralfil"umm specification so that , . root systemIt,well-filling their container,buy not to the point or bring root bou - . . W C3 operating nut. 1! execution of site constnic(ion. . ' nd. Plants planted areas in a health),condition. Irrigation system nin-ofl'shill be kept to a minimum. 0 W . -ss A at anytime,aniol in no case shall trees be topped. [)-.image to irrigalion systern resulting froin maintenarweand cqtiipmLnt and/or maintenance b. Resilient Wedge Gmc valves shall tic No.403 RT-RW as su a Its I each lateral opera firs at design pre -ure- shall not be prune X �_ Z Z J. Routing orsprinkler pressure lines(dinic it max. I W alting routing). C. Electrical Supply: . 0 If 31: U c. Sprinkler control valves. or approved equal. z E. Traffic: The Contractor is responsible for all temporary tr2ffic ban me, and detours required . pet-ionricl.shall be restorLd to its original condition at no cost to the City. Failure orany part CL 1�- ;i 49 W f. Routing ofcontrol wiring and locations of all splice boxes. C. All Resilient Wedge Gatc valves shall be installed I. Electrical comVections for my antf all autornatic comrollers Ithall he ran&to elwrical B. ,Testing of Irrigation SysIcm7 C. Trees and shnths shall be growing at a recognized nursery in accordance wit ' ' CL - W cc X " .1 ' by him for the construction ofthe project. All temporary traffic barriers and detours shall h good ofthe irrigation system shall he brought to the attention orthe City. No repaim other than 4 C-) a 0 U g. Quick courling valves. G. Quick Coupling Valves: I-, point(s)ofconnection as indicated on the Drawings. conform to all conditions required b)the City or governing authorities. horticulture Jimfices arid shall he OF the sin and caliper normallv associated with the emergency repairs shall beaccomplished without written Permission firom tW Ciov. h. Stub-outs for I-unim conneetiorm. I c of the City of Rancho Cucamonga in - container si7e spoccified oil plans. Removal 01'211 tags nurse' . I. Quick coupling vahes shall have a brass. Im-n- ' I N designed for working I. The Contractor"I request the preverw . * I law-s. ry stakes and ties from . i. Other related equipment as directed by the City of Rancho Cucarrionga. pressure 411 150 P.S.I. 2. Cionnections shall be me*at the approximate locatiorXs)shown on the Drawings. writing at least 48 hours in advance of testing. - 1.1; all plant material prohibited until the approval ofthe Landscape Architect or City. . Defcclive and Unauthorized Work: . It. Weed Control: Keep all planted am-as free ofwceds and debris by Cultivating arm". all - . 2. (Ni�L-coupling,alvc shall be operablc 1: coupler key. Kin.size and type nc Contractor is res riortsible for minor chanes cause bv actual site conditions. intervals not to exceed I 0 calendar days, 5. On or h6we the date ofthe final field observation.the Contractor shall deliver the slu-!:be as shown' I the Drawings. � , . 2. Test all,.c,R tre lim under h)%frr,%Tivtic:p--of 150 pounds M squme inch and D. All plant ma-in delivered to the site showing signs ofolamage or disease or is insufficient corrected and corrocted sepirts to the City of Rancho Cucamonga. Delivery of the I I I o;I . 3 All work which is de ci i by inspec to be defective in its construction or deficient in any of in size to carry out the intem ofthe planting plan will not accepted and will be replaced at The ContraLtor may elect to reninve such concentrations of Weeds manually or b-, in 4 . sepins will not mlic%c the Contractor of the rcsponsibilit\.of l'urnishing'requirt-d if. Bjckflow Prevention 1, �,_ -.01 INSTALLATION prove wntenight. "title requirememsofthe plans and specifications,shall ber-ne ied or removed,and mpl need by the Contractoes c.*(pellse. ' - t . -omilted from the prints. Backilow prevention �1 I I I he of size and tv indicated on the irrigation . Trenching: Contractor at his own expense in a manner acceptable to the Landscape Architect and City. approved herbicide program. inf)rmation that mav K I. � I PC ,. 'A Note: Testing of pimuic mainlines shrill occur prior to installation of the electric CD . . -iris: drawinus. Install ­ � prevention units in accordance with the Drawings. control valves. I_(X) Inspections: E. Sins of Plants-Shall be as stated on the Matt Cot hii w VAck(I-gallon.5-gallon,arid 15- C. IlLsi Control: Spray all plants and planted we at beginirtifti;ofmaimentance progm. rind Z C Controller Ch. . I. Dig In!"ch"straight mid suppom Pipe confirmottsfy on bofforn oftrench. Lay pipe . gallon)shill have been grown in containers for at least one(1)year,but not over two(2) as may become m-tvswry thercifter by an appnived miLthod ofrocst coniml.to keep all plants � : 2. Wye st 1-ici,Ilow pmvention units shall ha%c a bronzed screwed boy with to an even grade. Trenching excavation shall follow layout indicated on the 3. All piping umlcr paved areas shall be Moroi under hyar"31atic piessurc of 150 pounch; years. anti Planted areas frec tit insects and iiiwa%c. Methotl sliall tic reviewed by the City prior to 0 1. 'As-buitts drawings shall be approrived bv,Ill.citv or Rancho Cucamonga before . I I . ' The Contractor shall arnmpe for inspections by notifying the Landscape Architect, City am . . . 60 I.�.screen and shall be similar to Bailey#10013 or approved equal. Drawings and as noted. Per square inch and proven watertight prior to paving. ' any applications. Pest Control-.;hill include Gopher control. , -ction ectiom shall . controllcr charis,are prelv-d. - I . governing authorities.24 hours prior to time of inspe ,unless otherwise noted, Inspi: J:. Suhstituti -Substitutions for indicated plont material will be permitted provided the 2 - be as listed below.but not necessarily in this order. Only the inspection pertaining to the project � 2. Provide for a minimum of twerity4ptr(24)inche cover for all irrigation [in" 4. Sustain pressure in lines for not less than six(6)hours. If leaks develop.WTIKe substitute mateVials arc approved in advance by the City,and are made at no additional cost 2. Provide one controller chart for each controller scqtte.cu. 3. T'ressure main line piping between the point of connection and the brwkflow installed under paving or hardscaping. scope of'work will apply: to the City- Except for authorized variations.all substitute plant materials shall conform to D. Pruning- Prunc all plants as designated and directed by Landscape Architect.at start of V joints and repeal test until entire system is proven watertight. maintenance pmgram and clintinue to rinine plants is dirccled or as may become necessary -'I,rcventcr shaIM-installIed as required by local code. The Contractor shall vert - 44 " with the local governing body as to matenal type and installation procedures prior . . the requirements orthese specifications. I 0 3. The chart%full[show thi:area controlled by the automatic controller and shall be the . . 3. Provide for a minimum of twerry-fow(24)inches cover for all pressure sMfy Jim 5. All hydrostatic tests shall be made only in the presence ofthe General Contractor and Rough Grading. I until the end ofilic maintenance program. 0 UJ C4 maximum si/c which the controlleg,door will allow. to start ofconstruclion. Submit shop drawing for approval, 6 Drain Lines and Catch Basins. =) r, �Z ,�, of three(3)inches or larger in diameter. the City of'Rancho Cucamonga. No pipc shall be hackfilled until it has been Irrigations(main line pressure.coverage&system operations test). G. Plants Not Approved-Plards not approved am to be removed from site immediately and Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as , 4 'llic chart is Io he a rethiced drawing orthe actual installed system. I lowever.in the I. Check Valves: obnery,ed.tested,and approved in writing. Soil Preparation and Finish Grading. rcplaced with suitable plants. TIVe City reserves the right to reject entire lots of plants necessary to achieve and overall even appearance. Exterminate gophers and moles:repair � . event the-conlroller%cqLwVwc is not legible when the drawing is reduced.it shall be 4. Provide for a minimum ofeighteen(IS)inches cover for all pressure supply lines of Plant Material(delivery&placement). represented by defected samples. damage. U IN two and one halQ2'/2")inches or smaller cc 0 enlarged it)a size[flat will be readable when reduced. I. Swing check valves 2"and smaller shall be 200 pound W.O.G.him ze construction 6. Furnish necessary force purnp and all other test equipinen. Substantial Completion Inspection(at completion of landscape i...prove......I )-7 Days. If. Stake all tree%.as per details immediately after planting to prevent wind damage. r- 10-0 with replaccible composition.neoprene.or rubber disc and shall meet or exceed Final Inspection(after maintenance period)-7 days. . PART 9-ACCETTANCE OF PROJE C) W) 0 �, 5. The chart shall tic a black line or blueline onlid Print and a difterem color shall be Federal Specification WW-V--51 D.Class A.'rype iv. 5. Provide for a minimum ortweive(12)inche forallnem-pressu, lines. 7. When fix-init.,ationsylle...is completed.perrorm a coverage test in the pimnee of sh grades ' V....4 used it,indicate the area of coverage lbr each station. the Citv of'Rancl,A)Cucamonga to detennirw if fix-water coven.ge for planting areas The contractor shall arrange a Preconsiruction job conference with the Landscape Architect and City 1. Plant tree that are to be located in lawn or ground cover areas after fini we first X01 Gelviral: 2. Ami-drain valves shall be ofhcavy duty virgin PVC constniction with F.I.P.threw 6. Provide for a minimum cover ofeighteen(III)inches for all control wiring. is complete and adequate. Furnish all malerials and perform all work required to a minimum of seven(7)days prior to the beginning work. established and allow at least 7 calendar days prior to installation of said lawns or ground . X X. ,t� 6. When comricied and app,roved.the chart shall he hermt.-tically scaled betwe"two inlet and outlet. Internal Parts shall be stainless steel and neolnene. Anti-drain valve cormi any inidequaciLs ofcovcr.tgc due to deviations firom the Drawings,or where cover to 'provide for thorough watering of trees. All planting holes shall be excavated as I Ilion compAction ofinstallation,a mnimcnanct:rwriod ofa minimum of I 80 days for all landscaped areas 0 F---4 .Itillittle U . 7. Refer to City Standard 120"french Repait"when within City streets susceptible to the system has been willfully installed as indicated on (he Drawings when it is defined on appropriate details. is reiltiired prior to final acceptance ofthe work by the City. 11he Cornmericement date fix the maintenance shift he field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve 1 1.07 Guaramics: . U ,�: 0-4 pieces Of plastic.each piece be ing a minit-num 20 mils. traffic loads. obviously inadequate,without bringing this to the attention of the City of Rancho period shall commence upon written arn"val for an phase%ol'planting installation by the City Public Works shall be similar to the Valcon"ADV"or approved equal. . Z 4.03 Soil Amendments: adequate to verils,plant characteristics and establishmeni. - Cucamonga. This test shall be accomplished before any ground cover is planted. A. Plant Materials: All trees.shrubs.ground cover.bedding plards mid lawn shelf be guaranteed Inspecior. Maintenance period shall tic. 4-4 7. Tilew charts shall be completed and approved prior to the final field obw. rvation of J. Comml Wiring7 R. Backrilling: 411 < I.-II( the irrigation system. fimm date of final acceptance of landscape construction for periods as follows: . a. upon completion or each phase of work, the entire system shall be tested mid Soil amendments shall be as tee end in the Agronomic soils report A. Two inspec(ions shall be made that affect the establishment:period: Thc first after all 9 D. Operation and Maintenance Manuals: I. Except as noted otherwise.connections bctmcm the automatic contriallers;and the 1. 11he tic whe shall neit be bocklIlled until aft required tests am performed. Trench". adjusted to meet site requirements. Trees 24"box&larger I year plantings have been completely installed in order to approve the beginning of the a: �. I X: U electric control vat%-*-%shall he made with direct burial copper wire AWG-U.F.600 shall he carefully backfilled with the excavated m2lerials approved for backfilling. . Trees 15 gal.&smaller I year 4.04 Times Stakes: Lstablishmerri Period.and file second at the end ofthe L%tablishmern pLriod. Irplintings are W volt. Control wiring installed in control wim comhtit within structure shall be made consisting of earth.loam.sandy clay,sand.or other approved materials.free from 3.07 MAINTENANCE Shrubs All sins 120 days not acceptable at the end ofilic I MO day Period.duc to d0ective maintenance,then continue I. Prepare and deliver Ili the city or Rancho Cucmvtm within ten calendar days prior ' . Tree stakes 0=11 be lodge polic pme tree stakes. See tree staking dclail on plans for further UJ 9LO ' with A%%'(;-'I*W solid copper wire. Pilot wires shall he a diflemm color wire for each large clods of earth or stones. Backfill shall be mechanically compacted in Gmund Cover 120 days 111 establishnient until all work ineets with the Spucifications and con K-approved. I LL 10 completion of'construction.two hard-cover, three ring binders containing the automatic controller. Common wires shall bt:while with a diftlercm color stripe for landscipcd arrm to a dry density equal to adjacent undisturbed soil in planting areas. A. The entire irrigation system-hall be under full automatic operation for a period of se ve. (7) ' information. . 2: C/� following information: Batkfill will conform to adjacent grades without dips,sunken am-as,humps or other days prior to any planting. Bedding Plant 120 days 0 CaCh Md011latiC controller. Install in accordance with valve manufaclurces I � Lawn(-A)d) 120 days It. At tc...ination oft:stabili-0.,w period all Plant material"hall be live,healthy, ' 2. Index shect which states Contractoes narne.address.will telephone number. spLcifications and wire chart. In nocaw-hall wire sinbc less than 014. surface irregularities. Lawn(seed) 120 days from firm mowing PART 5-GROUND COVER AND BEDDING PLANTS and free ofinfestalion. Interior plantings shall be rcplac!��)uPt to a satisfactory Fittle -1 B. The City of Rancho Cucarivangs reser.es die right to waive or shorten(he operation period. condition before final acceptance of work will bc modS Afr,_� . � atly miled and and which lists each instilled equipment anti material item including names 1. Wiring shall occupy the smile trench iind shall be installed along the same mut,as 2. A fine granular material backfill will be initially placed on all lines. No foreign . Guarantees begin after the project accep ance by City and at the end of the 18041my 5.01 Scope of Work: free of weeds. . A I >- and addrcs". ofmarturactures local representativcs. , %il Catalog and parts sheets on every material and equipment item installed pressure supply or lateral lines whemver possible. matter larger thin one-half(1/2)inch in size will be permitted in the initial backfill. 1.08 CLEAN-UP maintenance period. Landscape Contractor shall replace and plant all materials which have died b. � within the time span stated above,at no cost and within 3 days from receiving Written notice from Prorvideallmaterialsordequipme and pe,fiann all work necessalY for and incidental to installing Itiallia under this Contract. 3. Where mom than Otte(1)wire is placed in a trench,the wiring shall be taped together 3. Flooding of trenches will be permitted only with 3,q)v vat or the City of Rancho Ckm-tip shall be made as each portion ofwork piogiesse . Refirse and excess dirt shall be removed the Landscape Architect or City. If dead material is not replaced and planted within the 5 day all ground cover and bedding plants,as shown on plans,as reasonably implied,or delineated in the . 4� C. Guaramee stawment. at inienals offilleen(15)1'ect. Cucamonga. firom the site.all wilks and paving shall be bloomed or washed down.and any damage sustained on period.City may replace"mateVial with new material and charge the Landscape Contractor for specifications. $4 d. Complete operating and mainten-we instructiorm on all major equipment. the work of others shall be repaired to its original condition. all expenses incurred. . 'I 0 - I - 0 ". I iaolcr I I I tUJ - * 7N* 1 -4 1 1 1 1 1 � 1) � 2. In mildition to the above mentioned mah mance numunts. provide the CiWs 4. An exparmitin curl shall be Provided within three(3)feet ofeach wire connection. 4. If settlement occurs mid subsequem adjustments in pipe,ytives,sprinkler bell&, � 5.02 Bedding Plants: n', I .t"CrIa"M per-tonnel with instructiom for major equipment and show evidence in Expamion curl shall be of sufficient length at each splice connection at each electric lawn,planting.or other construction are necessary,the Contractor shall make all 10) FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE B. Construction Materials: Tlw contractor shall guammic,all workni-shi and...etc,*213 fbr - I 0 . .... .control valve.so that in caw of Muir,the valve bonnet may be brought to the required adjust, ci I without cost to the City. all site development,for a period of one year from date of final acceptance of project. Pciel"lialt;int!Annuals: Provide heallithy conlaineb grow, Plants from 31CCO91lize Iluise Y.and Of - . -r manno- I I surface without disconnecting the control wires. Control wires shall be laid loosely A., Tbe Contractor"I operate each system in its entirely for the City of Rancho Cucamonga the species and variety shown on plans. %* I S __71 . % tl� HEET 4��'5 OF ,6f . N - -.& i I I SCALE TRACT No. 15727-3 1 - 20' 30 31 32 33 34 35 36 37 29 PAD=1023.4 PAD=1024.1 PAD=1025.8 PAD=1027.0 PAD=1027.3 PAD-1026.7 PAD-10261 of 20 PAD=1023.1 PAD=10273 LOr OF AY�IsrER 4 -- -, on�ERLOT uwE EVERT - - - 4 aV MIS SYZFT L-14 � 3A , 1027.0 FS 1027.0 FS �� 7027.3 FS 1027-.3 FS 1027.3 FS 1027.3 FS \� 1026.7 FS 1026.7 FS \�� 1026. 1 FS 7026. 7 FS 1025.8 FS , 1025.8 FS 1034.0 TW 1034.0 TW 10,34-3 TW 1034.3 TW 1034.3 TW 1034.3 TW 1033.7 TW 1033.7 TW ` i 1024. 1 FS 1024. 1 FS \� 1032.8 TW 1032.8 TW 1026.0 TF 1026.0 TF 1026.0 TF 1026.0 TF 1026.0 TF 1026.0 TF 1025.3 TF 1026.3 10.33. 1 TW 10.3.3. 1 TW i 1023.4 FS 1023.4 FS 7024.6 TF f 1024.6 TF ► 1024.3 TF 1024.3 TF 1031. 1 TW 10.31. 1 TW _ - - - - - \ t 70J0.4 1022 6 TF 1022.6,30.4 TW 1023,3 TF 1023.3 TF 2 I _-- 2- 6 - -� -Tf- - -Q� 9 X21 I 102 p26 Y twtH L.m..a E4ownT 0 I 2�0 '� ^ 1 OTY OF RWM FOR SIDEWALK d OTHER I 0 oas I 1p ti 1 7 ti 102 LANDSCAPE AMEN/TIES 1p�k' i X02 • SEE SHEET L-2 FOR THIS - - 1 3: 7 SL PF 1/AR S 3: 7 MAX i SLOPE 1/�1 AREA OF THE PROJECT - _ ------ - _ ___ --- - --- --- -- --- --- --- W - 5 FT. AS MODIFIED �' 2B HEREON FOR 4 tH S TREET W 4t T R F E T 121+00 222+00 223+00 �� ��c - 22 5+00 -- + + - - - - + _ - - -+ -- -- - - - -+ - - - - + - + + _ -4 _ -+ - - - + ° - 226f 0 O NO TE : SCREEN WA L L OCA TED A T THE TOP OF SL OPE AL ONG 4 TH. S TREE ADJACENT TO L MD EASEMENT TO BE CONS TRUC TED PURSUANT TO GOLD OAK E BUILDING PERMIT NO. 98-2660 AS ISSUED BY THE BUILDING DEPARTMENT ROAD k � CITY OF RANCHO CUCAMONGA 1 ` I ' (FUTURE) i 8.0' 8.0' TRACT No. 15727- ' ss�o' y.: E 5 24 23 22 = . 7 38 39 E C ( L-25lD=1024.7 PAD=1025.4 PAD=1025.9 PAD=1026.3 1026.1 PAD=1025.6 PAD=1024.8 l L-25 0 77- (?) 4 CONS TRUC T MA sow 4 3A P/L AS TER t . O D - - B = 4 FT.- - 004ngv OF PILASTER EVERY O i OTKER LOT LINE 1026. 1 FS \ L-24 1024.8 FS _ 4 sEE crfrac a AND c aEzow 1026.9 FS 1026.3 FS 1024.7 FS 1025.9 FS 1025 9 FS 10.3,3. 1 TW 10255 FS 1025.6 FS 10.31.8 TW -¢ -� 1033. 3 TW 1033.3 TW I� 1 1024.0 TF `� b 10.31.7 TW 1025.4 FS 1025.4 FS 1032 9 TW 1052.9 TW 1024.3 TF 1032 5 TW 1032.5 TW 1024.8 FS II z' 1025.3 TF 7025..3 TF 1032.4 TW 1032 4 TW 1024.6 TF 1024.6 TF -- i 1 "I- TF IYP SEC'7Jf � '"9 `°°�� I 1023.9 TF, AA�EZt3 1031.7 TW 1024.6 TF 1024.6 TF 1024.0 TF 1024.0 TF 1031.8 TW SEE DETAIL B 7024.7 FS 0� 0 r OTO II WALc 1023.9 TF ---- 102 �; �1 i h _ A �I .: ''•• a o� - r's� a p25 �\ 1p ti p2 L 3A = 1 1 SLOPE VA IES 3: 1 � Ax 1 �� � � �'o � �-� EAv�r �0 9s SLOPE VARIE .3: 7 MAX \ 3A _ A^ _ --J;7 _ r --------- - I p ' ' R= 10 '-' ,- ' R= 10 ' - �� � --- --- 26 W : 5 FT. AS MODIFIED � - TRAFFIC S/GMAL POLE - - - - HEREON FOR 4 tH STREET V CONSTRUCT MASONRY RETA/WING WALL _ CONSTRUCT MASONRY RETAINING WALL PERSUANT TO THE CITY OF RANCH '- -- - PERSUANT TO THE CITY OF RANCH CUCAMONGA Z CUCAMONGA STANDARD PLAN 604 STANDARD PL AN 604 T YPE B. HEIGHTS A S INDICA TED TYPE B, HEIGHTS A S INDICA TED 4 th S rREE T (SEE T YP. DETAIL E-L 251 a (SEE T YP. DETAIL E-L 25) Q +n. o f�6+00 «7 _c X28+00 0 229f00 x.30+00 231f00 410 + -- + + - - t _ + _ -+ + _ - - -+ - - - -+- - - - + - I- - - I - O , 1h S1 KF? ? �� Lw PAZ OI OR ]'13IG1I AT('UI DL S4c tiCIiSGCf l0\S � tN 1701 DIN O,i.RUnh _4 I H!OH I FLOri CONSTRUCTION NOTES 6=S FE �`-, �, f ;�E----- `_LvIF'T:W;:F41Oi 1. - L i CiGa.62 "ON -t 3 I I N ._ �_ 15, CONST.4"(INCH)THICK P.C.C. SIDEWALK PER THE STREET (' u IMPROVEMENT PLANS FOR THE PROJECT. SEE SHEETS o 6'� _ - \ �i 28 7 8 8 INCLUSIVE OF THE STREET IMPROVEMENT PLANS CITY qs Tb4in -. DESCRIPTION OF REVISION DATE TRACT 15727-1. AS MODIFIED HEREON APPROVED S 16!I-PILASTER PRF 151C)N BLOCK CONSTRUCT MASONRY BLOCK WALL ANGULUS BLOCK PROTO II OR EQUIV.SUBJECT TO T HO\•iE011�1E.R SIDE _ 6�6 x Ix O PER DETAIL A AS SHOWN ON SHG LD24&AS PERMITTED CITY OF RANCHO CUCAMONGA _ 1 MUb+ Street �� SLC�IPaLo K BY THE BUILDING DEPARTMENT CITY OF RANCHO CUCAMONGA LANDSCAPE MAINTENANCE o ✓oiie_s , , 6 x 6 rl6 CONTINUOUS BUILDING PERMIT NO.98 2660 DISTRICT �;- _ % // CONSTRUCT MASONRY BLOCK WALL ANGULUS BLOCK PROTO II „ - OR EQUIV.SUBJECT TO BUILDING DEPT.APPROVAL GRADE P15727-1 � ' i •' '---- c.0•t4CT"n 1 � -.. � - .r• _ _ iz_,r'� t -- ..�i'-`I� PER DETAIL A AS SHOWN ON SHT L-24 8 AS PERMITTED • DEPARTMENT CITY OF RANCHO CUCAMONGA -' - � 7- BUILDING BY THE BUILDING BUILDING PERMIT NO.98-3499 4TH STREET �' `v'l�).� - -ac ` � '� � �• i • •�s ,�4,_G �.. R:,•Fk,t'ASHE6 20% `< i t C•t V721 COBBLESTONE CONSTRUCT MASONRY BLOCK WALL ANGULUS BLOCK PROTO II pF ESS I OR EQUIV.SUBJECT TO BUILDING DEPT.APPROVAL QR �� STA 217+00.00 TO STA 231+00.00 LMD SIDE PER DETAIL A AS SHOWN ON SHT L-24&AS TO BE PERMITTED l MEANDERLNG 3C BY THE BUILDING DEPARTMENT CITY OF RANCHO CUCAMONGA �w� �S w R/� Underground Service Alert FUTURE FUTURE APPROVED BY: mac, CCCc� - r uar CONSTRUCT BLOCK WALL PILASTER WITH COBBLE PER DETAIL (_n- CITY ENG NEER R.C.E. 24953 FFr€ y\ L.M.D. EASEMENT BLOCK WALL/COBBLE BLOCK WALL/COB_BLE BLOCK WALL/COBBLE Q , 4 0. 42485 Z B AS SHOWN ON SHEET L-24 !/� PREPARED N -HE OFFICE OF Exp. 3�31�00 DESIGN RECOMMENDED /P `o Call: TOLL FREE Dete1/ D - T lca/ Fourth Street SeCt/on 4 * LOCKMAN & ASSOCIATI,:S YO DETAIL A DETAIL B DETAIL C CONSTRUCT SLUMP-REINFORCED CONCRETE BLOCK RETAINING C•W•L• (C ♦/ T c 11 CONSULTING ENGINEER$ AND PLANNERS 6-LS-Tk N. S. N. T S. WALL PER CITY OR RANCHO CUCAMONGA STND PLAN 604 TYPE B Q - -- 1Q N. T.S. N. T.S. ,. T.S. �,� /V 0_ �� DWN• 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. SHE T OF -800 l� 0 CA�\�`�� J•S D TEL (909) 944-6988 FAX (909) 948-8508 L�4 L�8 �� 422-4133 � CHK. BY:`f - DWG. No. CHARLES W. LOCKMAN R.C.E. 42485 TWO WORKING DAYS BEFORE YOU DIG C.W.L. DATE§ �2 1998 FILE No. 95-3438 1628 - [ PROJECT SHEET No. 64 OF ,66'-71 I (FUTURE) SCALE TRACT No. 15727- ff 21 19 17 1 = 20' 22 PAD=1026.8 20 PAD-1027.2 18 PAD=1025.9 16 15 14 1 PAD-1026.3 PAD-1027.2 ,, - - - - � PAD=1026.9 _ _ O PAD=1024.9 PAD=1023.8 PAD=1022.7 P 021.7 4 0' 20' LGCA rmv LF F'!L A 17ER EVERY c� �y y� 1027.2 FS 1027.2 FS 1026.9 FS / OTAER LOT IAE �� 11 1026.9 FS A 1027.2 FS 1 © I 1034.2 TW 1 4. TW 1 TW I 1025.9 FS 1025.9 FS / sEE �rATL a c �Lov P 1026.8 FS 1026.8 FS 1034.2 TW 1034.2 TW 03 2 033 9 1033.9 TW 102 9 FS 1024.9 FS l 1026.3 FS 1026..3 FS 1026.0 TF 1026.0 TF 1024.7 TF 1024.7 TF I 1032.9 TW 1032 9 TW r __ I 1033 8 TW 1033.8 TW 1026.0 TF 1026.0 TF 1031 9 FW 1031.9 FW 1023.8 FS 1023.8 FS 10.33 3 TW � 1033.3 TW 1026.0 TF 1026.0 TF 1023.3 TF 1023.3 TF I 1022.7 FS 102 6 TF 1022 6 TF 1030.8 TW 1030.8 TW 1025.3 TF 1025.3 TF -� pQ --__ I 1022.0 FF 1022.0 TF 1029.7 TW I 1021.7 FS pr 1021.7 FS OQ 1020.7 TF I 1028.7 TW 1028.7 FW 1 xi �' Q1019.3 TF 1019.3 TF0k 7�0 1p� VAPTAAL£ YTD LAB £ASEA"rN � TAS' CITY OF"R CLV4#9V6A 1 (OQ ■ SLOPE VA ES 3: MAX 1p >k __. U 1 i - --- -- - --- ---NJ ---- --- --- --- --- --- --- --- --- --- --- - - - -- --- --- - -- --- --- _ --- --- --- O W-5 FT AS MODIFIED HEREON o \\ FOR 4TH STREET W-5 FT. AS MODIFIED HEREON I� 'T th S T R E F T FOR 4TH STREET 4 , Q 231+00 232+00 233100 234+00 ■ 235+00 3` » b �[ CONS TRUC T TUBULAR STEEL FENCE ' STORMDR4/N EASEMENT ' PER C/TYOFRANCHO CUCAMONGA _ L/NE B. NOTE NO TREES 1' 4, NOTE SCREEN WALL LOCA TED A T THE TOP OF SL OPEAL ONG 4TH. STREET STANDARD PLAN NO. 608 ,_- _ . TO BE PLANTED W/TH/N ! EASEMENTAREA ADJACENT TO LMD EASEMENT TO BE CONSTRUCTED PURSUANT TO \� BUIL DING PERMI T NO. 98-2660 AS ISSUED B Y THE BUIL DING DEPARTMENT CITY OF RANCHO CUCAMONGA \ I ( TURE) C 14 13 12 `, TRAC No. 15727-7 .D-1022.7 PAD=1021.7 PAD=1020.5 PAD=1020.0 PAD- Q.0 I S1020.5 FS I - 1027 5 TW I r I 1020 0 FS �c 1019.3 TF ^� TW 1019.3 TF -- O 1021.7 FS 1021.7 FS J 102 TW _00.0 FS i 1028.7 TW 1028.7 TW 1020.5 FS 1020.5 FS 1020.0 FS 1020. FS 101 TF 1027 0 TW / 1019.3 TF 1019.3 TF 1027.5 TW 1027.5 TW � O 1027.0 TW 1027 0 TW 1019.3 TF � -- 1019.3 TF 1019.3 TF 1019..3 TF 1019.3 - w.- • ' O R=101 4,4 -- -- ` I / --- --- --- --- --- --- --- --- O \ I CONST TYP YARD Of?A/NS Q PER APPROVED STREET PLANS W-5 FT. AS MODIFIED HEREON DRAW/NG NO. 1628 TRACT 15727-1 Q �+) FOR 4TH STREET V Q 236+C0 237100 238+00 239+00 240+00 241+00 242100 + - - - - - - + - - - + - - - _ + - -- - - - + -- - - - - + - + - --+ - + __ -- -+ - v ■ 4 STREET Q CONSTRUCTION NOTES CONST.4"(INCH)THICK P.C.0 SIDEWALK PER THE STREET IMPROVEMENT PLANS FOR THE PROJECT. SEE SHEETS 26 7 8 8 INCLUSIVE OF THE STREET IMPROVEMENT PLANS DESCRIPTION OF REVISION DATE CITY TRACT 15727-1. AS MODIFIED HEREON APPROVED 5' µ CONSTRUCT MASONRY BLOCK WALL ANGULUS BLOCK PROTO II CITY O F RANCHO CUCAMONGA ti- a5 OR EQUIV.SUBJECT TO BUILDING DEPT. APPROVAL ?O� Citi " 3A PER DETAIL A AS SHOWN ON SHT L-24 8 AS PERMITTED r VAI BY THE BUILDING DEPARTMENT CITY OF RANCHO CUCAMONGA CONcTl-' --1,VNiNG waLL BUILDING PERMIT NO.982660 LANDSCAPE MAINTENANCE DISTRICT �£p CJ'''' 5F pANCHG L'UC.4M0/✓GA STA.vDAIIY� 1:1ZAN 604 ^w N 5�_�- _ CONSTRUCT BLOCK WALL PILASTER WITH COBBLE PER DETAIL O 8 AS SHOWN ON SHEET L-24 GRADE PLAN TRACT 15727-1 4TH STREET t„ter ------- o QRpF ESS 101 STA 217+00.00 TO STA 231+00.00 0 �; APPROVED BY: /SETA/N/NG WALL SECT/ON W � �� � � � - / �� DA.TE(,�/ CP �' Underground Service Alert - 2 CITY ENGINEER ��� G R.C.E. 24953 _ N.T.S. FrEDESIGN ECOMMENDE[; GF Exp. 3/31/00 * PPEPAREL •h --E ;,FFiCE of R �o s 4 Q LOCKMAN & ASSOCIATES \\o\ Call: TOLL FREE U f C/V t� �\ C.W.L. CONSULTING ENGINEERS AND PLANNERS TION 9 TYPICAL CROSS SEC O -- - F \CQ DWN. 10281-A TRADEMARK ST. RANCHO CUCAMONGA, cA. S__H 1-800 ENTRY WALL A T OF CAS ` TEL (909) 944-6988 FAX (909) 948-8508 J L25L28 J.S.D. --- --- 422-4133 4 TH STREET SO GOLDEN OAK CHK. B G. No. ARLE!�-W. L R.C.E. 42485 1628 - L TWO WORKING DAYS BEFORE YOU DIG C.W.L. DATE 6 12 FILE No. 95-3438 7 PROJECT SHEET No. 65 OF -,68- 1 GL ENA/RE SHA DO WGRO PF COURT DR/VE 39 20 ,- - - 4 % TRACT No. 15727-3 20 o 1 s _ _ 20 _, 40 49 I II PAD-1024.8 I / O O :. I �\ g� & .. . PAD-1024.6 PAD-10271 '� 17 30 O I I 3B \ t 1024.0 FS L �( 1023.9 FS 1024.7 FS 1 i D ti. I 102 4.8 FS O I 1027 0 TW 102.3.3 FS ,� 1 18 1023..3 FS 1026.9 TW 3B - 1024.6 FS 1027. 1 f 3B - 1024.0 FS ti ` 1031.8 Tw I 1030.0 TW 1026.3 TW O 1026. 3 TW 1030.6 TW 1033 1 TW 1027 7 TW 1027.0 TW oC' PAD=1028.4 N \ 1029.9 TW 1030.7 TW 1028.4 FS 1 r Orn 1 4. TF 1023.3 TF 1022.7 TF 1022.3 TF 1 TF 1023.3 TF�Az_1025.9 TF 1023.9 TF 1023.2 TF i 0`� ¢ FS 1, 1028. 10,34.4 TW '. :. No .. -- - - - - --t- - -- -- i - _,- - -- ------ - -- - - - ---- -- - , - -- - -- I 34.4 rW 1027.6 TF 1 ' - -- Lot "B" .' �p --- --- --- ----- �pP 4 -- 19 --,� 10,34 6 TF ' __ 1 g ---- �- �- o 2B O W= 4 ft.- - ' 2 W= 4 ft. 7.5R. CL EAR PLANT/NG AREA -ASBU/LT Ak r� � I o y IV ----- --- ---- ---- �� --- _ Y --- --- --- --- --- --- o GOLDEN OAK ROADm ! 1-400 2 00 Cu 4 00 TO - ------ - -- - - - - - - -- - - - - - -- - - - -- I --- - - - G I I L-26 Q 24.0 FS i 2B W= 4ft•- -, Note:Sidewalk location modified as shown hereon 8A. CLEAR PLANT/NG AREA !. O - - 19 1024.2 FS 1027 2 TW 1 _ 1 1030.2 TW 28 h 1023.5 TF PAD=1024.8 4 102.3.9 FS 102 1 FS .. 1024.5 FS 1024.9 FS 1023.7 N •, o� 3B - r } 18 102.3.2 FS 1029 9 FS �- 3B1030 1026.9 TW 11026. 1 TW O 1026.2 TW 1026.9 TW O 1030.5 Tw .9 TW 1029.9 TW 1022 5 TF I 1023.9 TF 1023.9 TF TF 17 9 1023.2 TF I r 1022.5 TF 11029.9 TW PA 1024.9 O 1023.2 TF i 20 PAD= 4.5 I I ti I 25 19 - +A O �`- 20 TRA N 727-1 19 2 O CFUTU ) Q11 f PAD 1024.7 � O C I / \ TRACT No. 1 27-7 SPR/NGBROOK SHA DO WGRO VE 3G _ �o COURT DR/VE , rr x 26 @'C' �1 6 Ze_ ,o } ' ,103 ,032.1 rvJ V (F U PAS 11038 Q TF �. . - � TRACT N 727-6 3 10 3 1 tw �6. s PAS p.3 FS 0 38:0 tF / ;, r T,r O r,� 281 3C 103 TW 6 �0 6 �O 28 22 3C F i' 105 3 TF fes' /: . / . 4 \ No �, �- �o�8. FS 1 3 Fs _26 1030 ,° ' �I z� i 103 TW L �02�6 PAD=1029.9 � Fs 3 1 r �' 1029.9 FS 1030.6 FS D=1030 6 1 1036 6 TW 1030 3 '�s T too 9 TF 10,35.9 1036.6 TW PA 1029.6 TF / 1029.6 TF / 71 ^ - --- T 00 10 to Q G01. R• C-) � 'e OA� D K ROAD 9 00 ------------ (10 '0119 20 -q� 8 3B �o 1 0o 8 _ - rs D26 1 / ti >o272FS I ?s � - - - - j- - - - ` � � - 4 FS 1027.6 NV t X32 3B A v=_ - 1029 Tyy 1050• o rF W ` 1 ''� 24. 18 � 026.1�Fs ��b. 7. 7 �s � .. ,/ 21 10 Sg 4 �F 102 ,ID 29 27 20 19 10.32.7 Tw ` 4 O 10 2).6 j O 10 5.4 F O 1029. 1 Tw 1026.0 TF +v O 19 10 Rq T >O 2 1032. 1 Tw Fs 0,3 C 10297 TF 1025.4 TF 20 1036 TW PA��1�vF��) 7'13 1028.2 TF (VN-U 157 2 O O K -c R PAD=1026.7 I TR p,G R!v� 'brQ ✓oma%es 1 CONSTRUCTION OTES CONSTRUCTION CONTIN A ION T s' Nin `o 6.5' YGx wLr ARBORGLEN CONSTRUCT 3 SIDED PILASTER AT END OF FREE _ a 2-�-- R�, CONST.4"(INCH)THICK P.C.C. SIDEWALK PER THE STREET 18 STANDING OR RETAINING WALL PER DETAIL B IMPROVEMENT PLANS FOR THE PROJECT. SEE SHEETS DR/VE 2A CITY 6' _�� � �� - � r SHEET L-24&DETAIL A SHEET L-43 THRU 5 INCLUSIVE OF THE STREET IMPROVEMENT PLANS DESCRIPTION OF REVISION DATE TRACT 15727-1 CONSTRUCT 3 FT.SCREEN WALL ANGULUS BLOCK PROTO II APPROVED � - - CONST.4"(INCH)THICK P.C.C. SIDEWALK PER THE STREET 19 OR EQUIV.SUBJECT TO APPROVAL BY THE BUILDING DEPT. I P� IMPROVEMENT PLANS FOR THE PROJECT. SEE SHEETS CITY OF RANCHO CUCAMONGA CITY OF RANCHO CUCAMONGA c j I QL p A A I 2B CONSTRUCT MASONRY BLOCK HOUSE RETURN WALL P V Y 7&8 INCLUSIVE OF THE STREET IMPROVEMENT PLANS TRACT 15727-1. AS MODIFIED HEREON 20 AP ROVALBOOF THE BUUILDI G DANGULUS K PROTO 11L POT CITY OFSUBJECT TO THE PROTO II SCREEN WALL �� CONSTRUCT MASONRY BLOCK WALL ANGULUS BLOCK PROTO it RANCHO CUCAMONGA LANDSCAPE MAINTENANCE DISTRICT 2.0' OR EQUIV.SUBJECT TO BUILDING DEPT.APPROVAL FUTURE -CONSTRUCT MASONRY BLOCK HOUSE RETURN WALL ANGULUS 2' 2'P a' 5' Golden 8 j' 4' 6 8 6 8� 3A PER DETAIL A AS SHOWN ON SHT L-24&AS PERMITTED 21 APPROVAL OF THE BUILDING DEK PROTO 11 WALLPT CITY OFR EQUIV.SUBJECT TO THE GRADE PLAN TRACT 15721-1 041* CONSTANT CONSTAN VARR/ES IFT. min VARR/ES min BY THE BUILDING DEPARTMENT CITY OF RANCHO CUCAMONGA RANCHO CUCAMONGA 4' 44Cx Y' Kms - I 4.5' _ BUILDING PERMIT NO.sa-2660 CONSTRUCT REINFORCED CONCRETE MASONRY WALL GOLDEN OAK ROAD CITY OF RANCHO CUCAMONGA TYPE 'B' I Pr av'iNc"REa Rood 1 g CONSTRUCT MASONRY BLOCK WALL ANGULUS BLOCK PROTO II 22 PURSUANT TO THE CITY OF RANCHO CUCAMONGA T 11+ 22 RETAINING WALL PER CITY STANDARD30' OR EQUIV.SUBJECT TO BUILDING DEPT.APPROVAL STANDARD PLAN 604 TYPE B AS INDICATED HEREON STA 1+00.00 TO A✓ S 47.40 DRAWING No 604. 56' 3B PER DETAIL A AS SHOWN ON SHT L-24&AS PERMITTED 16'.12' BACKFILL OF t' DIA. 2.� - BY THE BUILDING DEPARTMENT CITY OF RANCHO CUCAMONGA FESS/ DAT E Underground Service Alert ROCK FOR DRAINAGE - 3 R. _ S-2% Q� APPROVED BY: i , ' - - , r BUILDING PERMIT NO.98-3499 _ FULL LENGTH Of WALL --- SA 3 mm CONSTRUCT MASONRY BLOCK WALL ANGULUS BLOCK PROTO II �Cv� ��j 1 L B UR �`, CITY ENGINEER t� ' x R.C.E.- 2495 0�F AT NO 7F.- TOP OF OR EQUIV.SUBJECT TO BUILDING DEPT.APPROVAL �. DESIGN PREPARED IN -HE OFFICE OF RECOMMENDED �o Call: TOLL FREE 2 gC PER DETAIL A AS SHOWN ON SHT L-24&AS TO BE PERMITTED W .� T 1BY THE BUILDING DEPARTMENT CITY OF RANCHO CUCAMONGA a= v c*1 LOCKMAN & ASSOCIATES Q c TOBE8inBELOWS/DE- Z.-4 Vy"` �p z C.W.L. o q FUTURE y_-ISO. 4L4ES CONSULTING ENGINEERS AND PLANNERS 1-A00 WALKGRADE J * Exp. 3/31/00 * OwN 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. SH T OF o L.MD EASEMENT F CROSS SECT/ON G O4 CONSTRUCT BLOCK WALL PILASTER WITH COBBLE PER DETAIL \� J.S.D TEL (909) 944-6988 FAX (90�48-8508 L 26 L 28 CONSTRUAS CT 2ON SHEET L-24 SIDED PILASTER AT END OF FREE C/V _ 422-4133 Go/den OTsk Rood Go/den Osk Rood 17 STANDING OR RETAINING WALL PER DETAIL B q�f O� - _ N. T S N. T.S. O SHEET L-24&DETAIL A SHEET L•4 of �p,L\� CHK. B CHARLE LOCKMAN R.C.E. 42485 Q��'' NO. TWO WORKING DAYS BEFORE YOU DIG G.WL JDATE6 12 $ FILE No. 95-3438 1628 - L PROJECT SHEET No. 66 OF ,Al'' 7I HOMESTEAD DR/VE (FUTURE) CaUrRW r RrrAW AV FALL/ 17 R � P£R RETAIL av PAG£ 3 36 � T (A TRACT No. 15727-6 No 11y n r 25 24 PAD-10313 ys' ' y 3 N r �._ PAD-1032.1 PAD=1032.6 3c - 20 2.9 M _ 7 O � �\ 1032.a rW IQ O v 10 rF 1032.6 FS 23 1 F 1031.3 FS 1031. 3 FS 0J0-,3j TF I I 20 4 '- ��316 32 1 FS 3C _\ 1 F 103<.6 FS 1 F a 3C 1036.6 TW 19 OO A 6 10,3 . 1 Tye. O 1038 1 TW /10386 Tw - 22 L 26 1 1038 6 TW 1038.6 TW FAD 1032.6 1038 6 TW 1036.6 TW � 1031.0 TF 1031.D TF 1 1031.0 TF 1031.7 TF O 1031.7 TF 1031.7 TF 1031.7 TF 10 1.0 TF __ .. . . I /0j" 40.e"i _ S 3 -- - - - -- 's. • °8 O 2°O �� F O - OLDEN O - --- - - + - - - -. {� l4 � c8 40 1 - --- -- --+ --- - � -_ - - --I - - - �2+00 1027.4 FS � �°'`l l l*00 1027.4 TW _�! o�p 1026.73 TF _ \\ 2A �S N, 102 4 FS ALIL T \ 224( 10 6 TW 3 1 O 40 l 3 1 0 1026.73 TF O �, - - - -- - 1knz74 S__ - -- -� - - 11 -------- - - - - - W > _10 6.73 TF -- � A 18 • 10 31.9 FS 1032.8 FS 1033.5 7-OF 1 Yard drain per precise 1034.4 FS :• \, O 10J1.9 FS grading plans 15727-2 1037.9 TW 1038.8 TW Yard drain perpiecise H Yard drain perprecise 1040.4 TW 1031.9 FS 3C 1031. 1 TF 1031.8 TF grading plans 15727-2 3C L-27 din plans 15727-2 1 � I 1037.9 TW 1032.8 TF o 9 p I 1031.2 TF 1034.4 FS 1034.9 TW 10 X7.9 _ � 19 � 1031.-2f S ° O � J Z 1040.4 0 1034.2 TW 0 co 51 1032.8 TF 4 1030.5 TF o� PAD4O31.9 . W .•.. ' � / PADs1O32 8 � PAD=1 .6 \�1 `� • � • . � � TRACT N 15727 0� O� OLD POST - NOTE. No planting of tress witnin DRIVE5 ft. clear Ofouside diameter of storm drain pipe ,3 G� N 19 18 114� Ftp` � 00 . � '• 5 � N D �� �,03�•6 3C 4 21 ��� ^� "�0 1 30 Og 1 15727- 1 D �OO 103 1.5 FS 1 S F F PA 1034.5 TW 1031.9 f I' 1037 5 TW 1 3C 1037.9 TW 1030.8 TF f 1029.4 0318 1 ` F 1030.8 TF �� I 10,.32.4 rW q � < 31• -- -- T - - - -- --� F 3C �° 4 2a I 10 3 Tw _ _ - ,�o��, s ,� , ��e F �8 103 , �36 r �03� ¢0 8 S ,{I 103� 6 FNS �, 1 1 v ... .. �'• - } •. � °�9¢ T� �o�8 vs` �� � T- � I 03 1030'8 / .. •• ' � � - =- -- . . - -'-A � 21 19 ,O 00 G � o OAD10 ---------- - / o ........................ - - 1031.6 FS , 1032 3 F _ 19 / 30• 18 10J41030'6 TW 11035.3 TW --A l 10 .9 TF 038 3 44 CIS� ,: 10.31.6 rF 5 1030.7 i -- 3C °�� \ W 19 433 •2 ii , /� 47 �6 � 1030.5 O0 032 �� 9 O 20 , TR'g CT 4 ,'o° 09 °o �,, 9 00 031 q j No 1031.9 2 T� 2�-2 3c - 35 3C 11031 . PAD-10349 - .. NOTE. No planting of tress witnin UT TONWOOD CONSTRUCTION NOTES CONSTRUCTION NOTES 18 5& clear of onside diameter of storm drain pipe CONST.4"(INCH)THICK P.C.C.SIDEWALK PER THE STREET CONSTRUCT 2 SIDED PILASTER AT END OF FREE CITY COURT IMPROVEMENT PLANS FOR THE PROJECT. SEE SHEETS 17 STANDING OR RETAINING WALL PER DETAIL B DESCRIPTION OF REVISION DATE e " 2A 3 THRU 5 INCLUSIVE OF THE STREET IMPROVEMENT PLANS SHEET L-24&DETAIL A SHEET L-4 APPROVED or TRACT 15727-1 Rlw CONSTRUCT 3 SIDED PILASTER AT END OF FREE 12 2 ft. FLA T OR BENCH \ -_O Or 19 CONST.4-(INCH)THICK P.C.C.SIDEWALK PER THE STREET 18 STANDING OR RETAINING WALL PER DETAIL B CITY O F RANCHO CUCAMONGA Landscape IMPROVEMENT PLANS FOR THE PROJECT. SEE SHEETS SHEET L-24&DETAIL A SHEET L a 28 7&8 INCLUSIVE OF THE STREET IMPROVEMENT PLANS B ft S;ft. Maintenance District � CONSTRUCT 3 FT.SCREEN WALL ANGELUS BLOCK PROTO II LANDSCAPE MAINTENANCE DISTRICT TRACT 15727-1. AS MODIFIED HEREON 19 OR EQUIV.SUBJECT TO APPROVAL BY THE BUILDING DEPT. Dist, Varriese Min. =2 ft. °� CONSTRUCT MASONRY BLOCK WALL ANGELUS BLOCK PROTO II CITY OF RANCHO CUCAMONGA OR EQUIV.SUBJECT TO BUILDING DEPT.APPROVAL CONSTRUCT MASONRY BLOCK HOUSE RETURN WALL (tOF ESS/ GRADE PLAN TRACT 15721-1 Ew° gq PER DETAIL A AS SHOWN ON SHT L-24&AS PERMITTED 20 ANGELUS BLOCK PROTO II WALL OR EQUIV.SUBJECT TO THEBY THE 3 R. Max BUILDING PERMIT ING NO.98 2660 DEPARTMENT CITY OF RANCHO CUCAMONGA APPROVAL HO CUOF THE CAMONGALDING DEPT.CITY OF �����5 1 L B U,Q �o GOLDEN OAK ROAD 1 R. min ��� CONSTRUCT MASONRY BLOCK WALL ANGELUS BLOCK PROTO II FUTURE -CONSTRUCT MASONRY BLOCK HOUSE RETURN WALL STA 11+47 40 TO STA 19+44 80 ,n Footing to have a Min. of in. OR EQUIV.SUBJECT TO BUILDING DEPT.APPROVAL 21 ANGELUS BLOCK PROTO II WALL OR EQUIV.SUBJECT TO THE W t• m of cover for landscape purposes 3B PER DETAIL A AS SHOWN ON SHT L-24&AS PERMITTED APPROVAL OF THE BUILDING DEPT.CITY OF 424 3'Min ti�v O BY THE BUILDING DEPARTMENT CITY OF RANCHO CUCAMONGA RANCHO CUCAMONGA �00 * APPROVED BY: ' DATE Underground Service Alert BUILDING PERMIT NO.98-3499 CONSTRUCT REINFORCED CONCRETE MASONRY WALL � CITY ENGINEER a L ( R•C.E�r2 53 F R Ems\ 22 PURSUANT TO THE CITY OF RANCHO CUCAMONGA �I' Q . �� 1 - r L /� Nor CONSTRUCT MASONRY BLOCK WALL ANGELUS BLOCK PROTO II STANDARD PLAN 604 TYPE B AS INDICATED HEREON �- CIV IL �\ Q o GO Call: TOLL FREE OR EQUIV.SUBJECT TO BUILDING DEPT.APPROVAL qlF Q� DESIGN PREPARED in -4r'OFFiCE OF RECOMMENDED v C O3C PER DETAIL A AS SHOWN ON SHT L-24&AS TO BE PERMITTED OF CA0. LOCKMAN & ASSOCIATES BY THE BUILDING DEPARTMENT CITY OF RANCHO CUCAMONGA C.W.L. CONSULTING ENGINEERS AND PLANNERS 1-800 TYPICAL DETAILKH FUTURE DWN 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. SHE OF O CONSTRUCT BLOCK WALL PILASTER WITH COBBLE PER DETAIL TEL (909) 944-6988 FAX (909) 948-8508 422-4133 CROSS SEC TION OF LANDSCAPE MAINTENANCE DIS TRIC T B AS SHOWN ON SHEET L-24 J.S.D. L 27 L 28 PLANT/NG AREA CONSTRUCT SLUMP-REINFORCED CONCRETE BLOCK RETAINING CHK. 6 ' - DWG. No. N. T.S. 11 WALL PER CITY OR RANCHO CUCAMONGA STND PLAN 604 TYPE B C.W.L. C ARLES W. LOCKMAN R.C.E. 42485 1628 C�p TWO WORKING DAYS BEFORE YOU DIG DATE MAY 998 FILE No. 95-3438 V C7 PROJECT SHEET No. 67 OF 68- 71 MORN/NG BREEZE DR/VE I i O v Y II N r I �y 19 �9 PAD=10348 14 4 3C 104 1.0 FS 20 20 I O 1047 0 TW 20 20 10,33.9 FS 1040.2 TF PAD=1041.0 1040.9 FS O 41 13 - 1033.3 FS O 1036.9 TW 1034.8 FS 1043.9 TW 4 1040.3 FS 18 1 g 1041.0 FS 3C 1041.0 F PAD-1034.8 1o36.3 rw 1040.0 Tw _ 3C 1046.9 rW Q 0 _ 1039 9 TW i O 1040.2 FS 1043..3 TW 1044.0 rW PAD 1041.0Q 1047 1032.6 TF 1034.0 TF 1033.3 TF o -1040.2 TF 1043 2 Tw 18 1039.6 TF 1047.0 TF 1040 ., , F 1039.5 TF 19 l 1040.3 rF , 744 ti GOLDEN o--------------- - K ROAD 22 00 23 00 �! 18 00 19 00 2 0 00 - -- - - - + - - - - -- - -- - L I I � W _ -- - - - - 3C �� 1045.2 FS » 19 3 1039.2 FS 1045.2 FS 1 --,A' 3C 1034. S 1v - • 1037.2 FS '/ c�.5 FS O Lot1034.9 FS 1034.9 FS --9f9.� f5 4 - 1 �8 1 4 � I 1045.2 TW 1051.2 Tw 19 0 8.2 TW 1038.0 Tw 1 41.5 TW 1044.5 TF 1037.4 TW 1045.2 TW 3C 1045.2 037.8 TF I 1038.5 TF 1044.5 TF 1037.9 rw 1040.9 TW 3 1036.5 TF ; PAD-1039.2 PAD=1045.2 57 1034. 1 TF 1034. 1 TF 1032.9 rF 1037.3 TF 1039.2 FS 35 10.34.9 FS 1034.9 FS = 1037 0 rw 29 PAD= 20 �I 1040.U TW 1034. 1 TF , 4D=1034.9 1034. 1 TF PAD=1034.9 a a S DOWB K DRI�/ 4 1,:y { • -- --- --- --- --- --- --- --- --- ----- ---- --- -- --- --- --- -- --- --- ---- ---- - L DEN OAK ROAD 00 2� O - - - - -- - --� - - - - - - -- 24t00- -- - - -- - - - - ------- -25100 Q ---- - - -- -- L__ hf LTJ - - - --- -- - - - - ----- - - t t l I 2A O 71044. 1 FS 19 3C 1045.2 FS 2 TW 1047 1 TW 20 O 1051.2 TW \ %' 1 1044. TF \ 04 5 TF 1043 4 TF 5 PA =1 D 04.5. 2 CONSTRUCTION NOTES CONSTRUCTION NOTES - (FUTURE) CONST.4"(INCH)THICK P.C.C.SIDEWALK PER THE STREET CONSTRUCT 3 SIDED PILASTER AT END OF FREE IMPROVEMENT PLANS FOR THE PROJECT. SEE SHEETS 18 STANDING OR RETAINING WALL PER DETAIL B TR O('`T ISI r'1 1 rim 77-5� O 3 THRU 5 INCLUSIVE OF THE STREET IMPROVEMENT PLANS O SHEET L-24&DETAIL A SHEET L-4 TRACT 15727-1 POPP MIEL D OR EQUIV. S 3 FT.SCREEN WALL ANGELUS BLOCK PROTO DEP II CONST.4"(INCH)THICK P.C.C. SIDEWALK PER THE STREET 19 OR EQUIV. SUBJECT TO APPROVAL BY THE BUILDING DEPT. 26 7�&8 INCLUSIVE OF THE STREET IMPROVEMENT PLANS CITY OF RANCHO CUCAMONGA COU T CONSTRUCT MASONRY BLOCK HOUSE RETURN WALL CITY TRACT 15727-1. AS MODIFIED HEREON Eo DESCRIPTION F REVISION E SION DATE 20 ANGELUS BLOCK PROTO II WALL OR EQUIV.SUBJECT TO THE APPROVED APPROVAL OF THE BUILDING DEPT.CITY OF CONSTRUCT MASONRY BLOCK WALL ANGELUS BLOCK PROTO II RANCHO CUCAMONGA OR EQUIV. SUBJECT TO BUILDING DEPT.APPROVAL FUTURE -CONSTRUCT MASONRY BLOCK HOUSE RETURN WALL CITY OF RANCHO CUCAMONGA 3A PER DETAIL A AS SHOWN ON SHT L-24&AS PERMITTED 21 ANGELUS BLOCK PROTO II WALL OR EQUIV.SUBJECT TO THE BY THE BUILDING DEPARTMENT CITY OF RANCHO CUCAMONGA APPROVAL OF THE BUILDING DEPT CITY OF BUILDING PERMIT NO.98-2660 RANCHO CUCAMONGA ROF ESS I p Q CONSTRUCT MASONRY BLOCK WALL ANGELUS BLOCK PROTO II CONSTRUCT REINFORCED CONCRETE MASONRY WALL Q �� LANDSCAPE MAINTENANCE DISTRICT OR EQUIV.SUBJECT TO BUILDING DEPT.APPROVAL 22 PURSUANT TO THE CITY OF RANCHO CUCAMONGA �� �j 118UR C^ 36 PER DE BULLA AS SHOWN ON SHT L-24&AS DEPARTMENT CITY OF RANCROITTED CUCAMONGA STANDARD PLAN 604 TYPE B AS INDICATED HEREON ���' ��' GRADE PLAN TRACT 15721-1 2 BUILDING PERMIT NO.98-3499 � U No 2 GOLDEN OAK ROAD CONSTRUCT MASONRY BLOCK WALL ANGELUS BLOCK PROTO II OR EQUIV.SUBJECT TO BUILDING DEPT.APPROVAL * STA 19+44 80 TO STA 29+29 22 3C PER DETAIL A AS SHOWN ON SHT L-24&AS TO BE PERMITTED • BY THE BUILDING DEPARTMENT CITY OF RANCHO CUCAMONGA L' �9 CIV 1L ��� Underground Service Alert FUTURE lF OF CA�� �� APPROVED BY: / - ( DATE ��`� �� OR OCONSTRUCT BLOCK WALL PILASTER WITH COBBLE PER DETAIL C I TY E N G I N E E R R.C.E. 1224_9'53- B AS SHOWN ON SHEET L-24 C3 DESIGN PREPARED IN '}�E OFFICE OF RECOMMENDED O 0811: TOLL FREE 11 CONSTRUCT SLUMP-REINFORCED CONCRETE BLOCK RETAINING LOC'KMAN & ASSOCIATES / O WALL PER CITY OR RANCHO CUCAMONGA STND PLAN 604 TYPE B CAL. CONSULTING ENGINEERS AND PLANNERS 1-800 DWN. 10281-A TRADEMARK ST. RANCHO CUCAMONGA, CA. SH�£T OF CONSTRUCT 2 SIDED PILASTER AT END OF FREE TEL (909) 944-6988 FAX (909) 948-8508 17 STANDING OR RETAINING WALL PER DETAIL B J.S.D. �� L-28 L-28 422-4133 SHEET L-24&DETAIL A SHEET L-4 CHK. BY: CHARLES W. LOCKMAN C.E./ 42485 � No. TWO WORKING DAYS BEFORE YOU DIG CXL- DATE MAX 1998 FILE No. 95-3438 1628 - L PROJECT SHEET No. 68 OF A'�' '"7I