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HomeMy WebLinkAbout1637 L TRACT 14459 NO. STREET AND STORM DRAIN IMPROVEMENT PLAN Const.Ih•16curb i gutter per City Std. 104. , Coast. pidewalk per City Std. 103.• ESTIMxTE or 4011NTITIES L;.,..K GENERAL NOTES 3a-Conet. special spandrel/cross gutter per f, ty Std.�Q(/ a /� S" curb i gutter X430 L.T. K = 15', L 32' . ( 2,}-Sidewalk 8�+;�+ S.F. A �..// 1. All work shall be done in accordance with these plans, the City of J [3.}-----special spandrel/x-gutter .P}IS s.r. Rancho Cucamonga Standards and the Standard Specifications for Public sa--Const. ped. ramp per City std. Jos `✓ Works Construction - current edition. Contractor shall be familiar � with and shall be responsible for adherance to these Standards and ( 6.r Const. 3" A.C. pavement over 4" egg. base per City Std. &_S. Ped. ramp 4- Ea, 100-A. Specifications. (7.}-Coast. 4" A.C. pavement over 4" egg. base per City Std. &3" A.C. on 4" aqq. base "ke-., 40I1j3 S.l. EXIOTINO SURVEY MONUMENTATION 100- &_4" A.C. on 4= a pipelines Y P P P � qq. base 2'I�Os.r• INERE6Y Gl;RT11cY THAT 1 FIAVE IDENTIFIED All. 5u?VE'Y MONUMENT• OF RECORD 5) 1NdT CDUGD 6E GONSTaUCTi ON N4TE5 Fall 3TIZEET -i'KEES � 2. All i alines or substructures of an kind telephone or ower poles, ( water meters , valves, fire hydrants, etc. shown or not shown on these a. Const. P.C.C. driveway approach per city std.lbl TYPE R-1 • ALL TREES SHOULD BE PLANTED A_6TAKED ACCORDING TO CITY STAIVAIZOS plans within the right-of-way limits or in adjacent areas where „ s�. P.C.C.Pcdriveway 940a S.F. DI5'i1AtzBC'D b'('TkfS PROJECT. ALL SAIp MONUM ENTS WNiGN CURRENTLY EX15T IN 7H6 F/FGD I • W" AS 3NOWN. *• Psi R- ti •'"ei+e�ef�*w 4 s+• ARE SNDWNON THESE PLANS AND ARE DE5GR18ED A5 FOLLOY,6 (5EE MAP BELOW AND SPECIFICATIONS. AS PROXIMITY TO 14ARPSCAPE DICTATES, No STRgC-T TREE improvement work is to be done shall be removed, relocated or protected �e ems„ Q S/4" 1. P• rA669D L •5.734.} 5"ALL 656 pLANTEV WHERE TWE C,-NTE12 of THE TRUNK IS CL0'StR T14AN THREE in place as required at no cost to the City of Rancho Cucamonga. ¢EET (3') TO 1-HE BACK OF CURS, E06E OF SIDEWALK, OR FACE OF BALL. , ❑2 �I�j" �. P rAC660 Q.6;S . 20300 UN1,ESS OTHERWISE NOTED• 3. Any contractor performing work on this project shall familiarize him- 2 Const. 24" R.C.P. storm drain (1350-D) . 12 24" R.C.P. (1350-D) 754 L.P. 13 \/ const. 12" R.C.P. storm drain (1350-D) . (D-12" R.C.P. (1350-D) ls4 L.F• © NAIL- TA&&F_t> Ft C.E. 203oo 1%. ';'L,; 4 sem- 2• PRIOR TO GOMMRNCEM&NT OFAN`l PLANT►N6, AN 6RO M ANY UNu I�LRT�u Ice ES self with the site and shall be solely responsible for any damage to �- EE' tR' SMALL DE FrlRNISNED TD rHE C'!TY existing facilities resulting directly or indirectly from his opera- 14 Const. 4" P.V.C. storm drain through curb face. 14. 4" P.V.C. S.D. 20 L.F. © I"1•P• TAC3Cs�0 L•5• 3018 �� °A °F �� oR NUTRIENT DEFICIENT-IE5 MAY RE¢utQE mr-A< F/�L 501 AHMENDI`�N7S, AS tions, whether or not such facilities are shown on these plans. 5. Manhole No. I 2 Ea. �• �� $ DETeRMIN£D BY 1'"6 CITY rNSPEGT02 15. Const. manhole No-1 per City Std. •31b L - 4' . �- PATE D 3 /23 /99j �,�_ , 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering. 16 Const. manhole No.l per City Std. 310) L - 5' , C - 4.5' , 16 Manhole x(0,2 1 Ea. ! ! - - -- - --- t` €?�' s v-VI ~ 3 ALL STREET TREES ARE Sua.leeT TO /NSfLCGrIDA( AND A�PrAN� 8Y THE EN6rN- R•C.E /L.S. NAME $ LlGENSE NuMDI%#L Department prior to any encroachment or construction within City of A - 60 '• 17 Junct. str. NO.2 Z Ea. ( EER(NG DIVISION AND SHALL BE PCANTFP PER Puff' r- IMPRO"EMENT PL,q(�(SONLY. Rancho Cucamonga easement or right-of-way. 17 Const. junct. str. No.l per City Std. 131t L 2' , C = -r* 3' , A as shown. 16 catch basin f1 1 Ea. 4. ROOT CONTROL BARRI£fZ5 ARE Nor REQUIRED LINT-E55 OtIFER(NISE !`10�D OR =�,� S. All grade stakes shall be set by the-Contractor or Engineer. Paving t' AUTNORI ZEr?. 18. Const. catch basin i1 per City std. '1j00 w 4' , V = MOR TO OBTAINING A GONSTRUGTION PERMIT FOR TRE PRO_Wcr, AC.OP'YGF• T1-WCO2NEiz ;,• stakes shall be set sub-grade all hinge ports, edge of pavement points 4' 20 Local depression, Case C 1 Ee. RECORD FfLfD BY A CI'UHi_iFlED RCE rR LS KIITW THE GOUWTY5u2ueYce FDR EACH gTREtcT �T/WI��.� NAME - GoMMor� NAME. SPr�►N GI ��E q���(Ty within 0.01 foot of sub-grade elevation and at not more than SO foot ---- T -mane aranaition ;er City Std 4� 21 MONUMEiJTSNOWlNCc THE RE1`£ 1c�STO�EN6EDTO RESET THRT A40MuA46N Lon)GbrJ �TIN`ET G1NNr.MdMouM GAMPIIORA - cAMPNOf� TRS! 40' D.G. 156�A•L. E+ EP.. intervals. Additional paving stakes may be required by City Engineer (/�;/;,lielr >`rr���►�:% G/BG.� T Ar=TLrQ as needed at warped or vertical cures areas. 20 const. local depression per city std. $07 case C. -Under sidewalk drain 1 Ea. C-PMp(RTION OF THE PR0.S&GT SHALL Z,E Q►2oVIDED TO TNF CITY. viek >;SPEt�AN�/t AI.81Z(/, JULIbP�155EN - 51LK TRGr✓ 35' D.a. I°j CahL. 21 Urldrprrn�exisl. oVe,-heao/ u�iil�/Cs a/ar.,i Trench restoration S.F, PRIOR TDeDTA)N►NGACERTIFCATEOFGOMPLETiDiv R rHE fl?pJ , AGOPY OF THrc o> �,E 5T►gtcT Pt,�TANus ^ceRPOLt., - LoNOoN P1ANtr T1Rte '�' oG t5 (�/tL. ZI !A. 6. All sewer, water, electric, gas, phone or other utility laterals, - grck.6�+/d /!ve Cg2NeR rf-mRD mains , or crossings shall be constructed prior to paving. 24 street light SSOOL �M4 Ea.Q PLED A QtlAUfIED RCt OR LS WITI•I TN'& CGU►.1T`( 5u2VEyG1R FCP TOE RESE7r/NG OF 5y"sr- 6^L_ERDN PLAGC Q /1GHYGfiITON /� oLlus - M.IS. PLAKt- Tf�G fh, D.G. 16 CAME- I I f;A. s 22 Const. under sidewalk drain per City Std.b7'Q w 3' . 25 R-1 "STOP" sign Ea. INC �t1-N t, AND Ii6 RELHTED p6-F_mA�u7 7. Compaction tests of embankment construction, trench backfill. con- @_ Const. trench restoration per City Std. 120. ( WITl 55 IV IUMENT5 ASR COMPLE7lo�/ 26 W-53 sign 2 Ea, OF7#lE PROJECT SO4t.,_ gE PRDVEp6D To 7NE cIre.. patting original ground and all sub-grades shall be performed at no 24 Install street light 5800 Lumen 11PSW by SCE paid and .:■ cost to the City of Rancho Cucamonga. A written report with these coordinated by developer. '\Z_7 '-a Si efl��b'iMs ae� a is• 2�5 ----Install R-1 "STOP" sign (30") on post,PER CITY STV.401-6,. 2b street name sign ')� Ea. compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. 1111!(T L.14 k STOP LEGEND. Street tree Ea 29 /t1 . 2i Install N-53 sign (30") on post. 1 EP PIP 8. At the completion of paving, a materials report shall be submitted to Rcn►we gist. yt►vl.,�.er�< �jg 011Wj the City Engineer. Lising all tests or determinations completed to _ verify stability oil content and Gradation of asphalt Paving 28 Install street name sign set per City Std. 40la, 401b a / 402. fJ Ga.nd3ca� Manrfal►>a�ct ass Oen bs/nfn fhc�cAve. 9. Prior to installation of any nFlvittg, a materials report shall be i ------Imetall .treat tree pr City ltd. 601,001 :W2 oj'� c� Cucar►rorl�a . submitted to the City Engineer. Listing all tests or determin;tions _- completed to verify: sieve analysis and sand equivalent of 3/ - s... cur 4'�"*�� �..v�,r✓en•Ar1 M I aggregate base. 10. Paving shall be performed in accordance with RaValue and Pavemetlt tests / rg� B , taken to determine structural sections (prior to final plan approval) 11. When improvements are to be placed on native soil which consists of a rocky material, the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall 1 D.00 �e� 23 O.DO N I`C be filled with a fine grade material of a quality better than the native nom_ _ material. w 12. If the asphalt concrete is to be placed on sub-grade. a soils sterilant Z registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly! East PkAv . m v. I • � recommended rate for the tall av4!n+ent y applied at the manufacturer's roc p PP , width prior to paving. Slbrrrr Dram in Le-,"m Ave. f be T 1 .Sectio ve. _ CorSfr'�cfcd��- "/-anon .4vanv� 1701` JPO lta�G 13. Estimate of quantities is pro }fdded by the Engineer only for the eon- 5�o�m 9�i:�', �wLti 143J venience of the developer, the contractor shall make his own deter- 5hccrs EFXI'S'TlN O S'rP-eET mination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed , in the estimate of quantities shall be considered as included in the other items of work. V � Let��a�� M�cii►�Ctr►ce E,a�en►es.,� c t City °/' Ra.�cJ,o �ca.►aa.+aa � � 1 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 Q v Q I shall be constructed at each intersection. • Ce/rlon /ave• - // /Z� /D' /2 i Od l // 15. City approval of plans does not relieve the developer frog fresponaibility' .see S/sKf.a of 4 I .�dd€�3++ � I for the correction of error and omissioh discovered during construction. /O // Upon request the required plan revisions shall be promptly submitted to �J�� ✓�S� /4� �� '¢"5 the City Engineer for approval. 0 0,pp/ 1 16. Work site and exterior streets shall be in a neat, clean, hazard free, 2 I O.DO I.� I orderly state, throughout construction. Site shall be cleaned upon Leve/ Line / IV , % request of the inspector. Drrx,.��Sheaf t f!' I N • ;1c``J �I 1 V - --- - _� _ _ v 17. Contact- all Utility Companies as required, t wn.rE,.� day:fir-r'er A, U `'� � Exi�� ✓�Irr 2 •� P 31 / ENGINEER: h A 07_i5 o TY� petal Vection lemon Ae. ` - !��/�f sin Are�h�ha/d Ave.. 1707 �'O .SCA/e I ADDED $T2EET LIGHT t0 LEMON AveNUE 8�2o/9B �r Cend. rc+,s of -- 2 VI Ti -&.0 (z= DESCRIPTION OF REVISION DATE APP1tOVfD Sf,ccral Gorrdiion 1a . CWLE Shea -3 h I >� xFxtB ABBOTT ASSOCIATES, INC. T F RANCHO A A Z. J�//++GG Are'ti,'k-C4 Fla.7s 7 V/Q 1/ ve a za �` GINEF.RING PROPFSSIONALS C' ��� YO✓' / r^LWaw//►'1�O/'o VeH7 eI.7�'S C., ' Q l� ArCh b4/d iw�,�e q 571 Van Nen Say Suite 200 Torrance, CA 80501 L 1 `1 \ I I �O 1 , , (810) 2121-677• s/reef S'fOrm Drain /an Pro�i/e Traci No. 144--f9 3/e A.C. L/P 5ou1he,a571- G'orner of Lemon Avenue and Leve/ / " Archi,ba/d Avenue /es.D.Emf I /.7°0 �7, APPROVED BY' j DATE' See 5'hce>� / / N9L CITY ENGINEER RC£. 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I I Q I 83.58 �.c., BP-gi ft �/ I I r n� 2 W o ", 4 It: v II "f \ ' oo, - Cr ^' �� �E g 8 AA b �� �I 0 `t;I � v+• I �1 I I _ ^ ,o h ��z 1 I i T11-1 I- (� ) � 1Z x16 v 1�' c;^ °p ,, � " o N v d m �o q i , b �2 S9 0' Ci m - b Z ° -�-� 't o `\ --- -OrEm* v o o ^ �, L N ti N st 12 11 o�`I ti 3 ,' n N +`'' Q °° z9 o - �, `.I l ¢' v � .I, O C70N �1 V EN I.l ^ �' , � 5ee 5h / off' 26 - b�: 6/,oZ h a v 'A r M °° 1* ►, h CUR 13, GUT Ell 4- ti b � y� � - - 1 _ `'':+..r�;i ti m /3 d PAVEMENT /S �x11 � ., fi i'va�e A�•c. 1 1 T\ E�sem&nt ". ti 8 v� ;` , EX15Tll�l G. 1',th, �I, � io on' .S'ee R1y h f 'his .Sheep _ \\ N CONSTRVCTION NOTES CITY Zf� ti i5" 9 � % DESCRIPTION OF REVISION DATE APPROVED r I t 1.} Cor.st. QZ+Bcurb E putter per City Std. Imo.. 8 0-Const. sidewalk per City Std. 103., A/Ofe. CITY F RANCHO CUCAMONGA 7 0 ;��, " 3. �JJ Const. special aDandrel/cross gutter per City Std. IM-�. 1 gee�hee/ /of��or 6e//era/ CURB CURVE DATA K. 5' , 32' .!,%, Notes, YIe1r7ily Maps Esfirnafe 9�r-eef �/an 4r�d Pro{,%a o Radius Dei-ta Lengt Tangent i 27.00' 90°42'24" 42.74' 27,34' SO - -Const. ped. ramp per City Std. 102' of Qvan/ifies� Ty/O/cal.5ec�ior� Tract No. 144-69 . 2 27.00 82035'16" 38.92 23.72 6� Conat. 3" A.c. pavement over 4" agg. Dace per City Std. and Oe Aq//J! • 100-A. 3 27.00' 89030'00" 42.18' 26.77' �_ Ora n,y e, .5f"ce f 4 342.00' 06042'20" 40.03' 20.04' 8. Const. P.G.C. driveway npproach per city std. 101•A TYPE R-f W AS "OWINI. ENC 1NE-FFZ, • 5 318.00' 21049'52" 121.17' 61.33' (24_hfss/1 A/-s, �b� :%J o„� London Averve 6 282.00' 21°49'52 107.45 54.38' 24 Install street light 5800 Lumen HPSV by SCE paid and - 7 318.00' 10002'55" 55.77' 27.96' coordinated by developer. F:��I APPROVED BY: DATE: �� �d- 8 100.00' 06°19'00" 11.02' 5.52' 25 Install R-1 "STOP" sign t30"1 on post.PER CITY 5TO, 4.0115, 0 A-, /... V W CNgI CITY ENGINEER / RC.E. NO.G .L. _�L LIMIT (,ING I STOP LECsENO, ,--- _ - 9 38.00' 198°05'57" 131.38' Al - DESIGN � RECnMMENDEG C10 27.00' 89017'39" 42.08' 26.67' (D- 7. Install w-81, L' markers and pavement stripe per City Std. CHARLES ABBOTT ASSOCIATES, INC. 11 27.00' 90030'00" 42.65' 27.24' x N L• J' 28. Install street name sign set per City std. 4ola, 401b & MANAGEMENT AND ENGINEF.RI'.rG PROPESSIONAIS ESD 12 378.00' 09°33'37" 63.07' 31.61' &402. 911 Van 'veep way Suite 200 Torrance, CA 90501 �9 * , (s1o) 212-5778 \ �f C/VI \ DRAWN SHE E T 13 342.00' 09°33'37" 57.07' 28.60' L9. Irrslull SfrCt� f►cC! �.- G:ly Ski. 501 �J02 , 9Jf pf�A��E 6-A-11-- 2 OF�- O$I SAWCUT A RBMO'vE EXIST• PAVEMENT. CHECKED DRAWING NO _ . RCE NO� /VOTE- CURVE- -'?A 7A SFIO!✓V QBd VE /5 USA t' T✓/S 16ET Orc/G�! 1&-3-7 ATE G-Z - _ FILE NOT�t38� . . _- � -.__... 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I e i s s G � 5.9 3 t o ti j: � 0 5-48 .S ./3' G /9.00' `J w U � � Q5 -.711p�' 9.I J 2490 9 Z¢ - I �z _ _ �s ���� 20 v v ss oC sem. s� �� '_ S h ops �I�R� To[oRNE 402� EX•CURB I 2�'L. _ 9� , aoo �L ►� 1 1 �, 2 •� '` �`� h � �` 4 �i 3 "I 2 p• / RETUP-N O �J 11 8 v` `t�► -t �¢ ,�. '0 h c; k �3•&& �F� X11 N v� 4 $ >- " I/ ci o I ti ��o t h `b 11 .7 37.54' P 91 c'� 3/ � >D•/ZrC � 4 _ aG�.� ZD __(D N V' X �`� �j 'I oo ti pROTEGT t22(�O) wee Lq dsca Arrkifec� .1 e .SheeI 2D1�� 9 /J,�� �/f' /1 r' r E 4 /M _ D✓e/NPM 5 v SI'EE a s � w �' 28 �e� .� 0 ' �4-'P✓, �,„ N ti � _ �a Z¢ r `9 h� 4 , � R n LIMIT 31GN a/o,,9 �P,vr�Ave � �I �.� pec n V �9 t� V\9 m �`o Q E PA 11�(T q D LE6EN b is�� m o _ r Ai / S h Ca a n /an 'f h 9 0 ,3/ . a0 �}, 0 3. � 32 V � 29 2 \q _ 33 � �9 <i• 1 EC• 34 3S 3� see sform dnalr� /ons /br french res�onaLiao oVC.'' �t ,�_i t9/•S�O L, CONSTRUCTION NOTES 24 2'4' t 7.G9T.C•� 67a� 37 -yam d4" l�.C.P, afcP s,r in7 ou�izfPrJ/s And iirfer�c�ior irr��ouer �s 1� -Const. A2'Qcurb s gutter per city Std. 104. Pd Z Q� ,(�/f/a.rt/�//(!C R R CH J bf�L D,Qt,Eorl c� 9 $ g 32 14i Z/ 30 f 2�--Const, aidewalk per City Std. 103 4 Ii � � 0 ADDED 5TREET L1614T CONSTRUCTION NOTE, 6/to/98 0 •% /Ca 5. const. ed. ram er City Std. 102• CIT N9 .7o�enl - �� p p p DESCRIPTION OF REVISION DATE 6.F Const. 3" A.C. pavement over 4" aqq. base per City std. APPROVED. ��/ 100-A. NO/16 : �L7//�tl 17.;` Const. 4" A.C. pavement over 4" aqq. base per City Std. See ,J'hee� 1.7,r4 f,or General CITY OF RANCHO CUCAT ONGA �J TDO-A_ A/ '/ /� � / ` CURB CURVE DATA �� Nofe5 !� /Ci lI?I�x Mo 6�1l7� e 8. -Const. P.C.C. 3riveway approach per City Std. 101•A W as ` �� �1/t-ngt /','q"7 ar7d PYO611e_ No. Radius Delta Len th Tangent @J shown. TYPE R-I. /� 1 27.00' 90°42'24" 42.74' 27.34' -i 4 1 98ROt "aVement-tFOR-i,ties-POIF City =-'" "---- �` O� ��un /�,e5, T ,a/�/�eC/iO,7' Traei No. 144e:!5�9 crud De�a//s 2 27.00' 89 017'34" 42.08' 26.67' /4 Cosy/. 4' r v C. d�rin -fhra:lk eu,i, 'Pace , GQ./ea'o/T Pa ce r 3 27.00' 89030'00" 42.18' 26.77' '/ ` 4 27.00' 80049'16" 38.09' 22.99' Y/42 Egpef" nza S 318.00' 03°22'30" 18.73' 9.37' 24 Install street light 5900 Lumen HPSY by SCE paid and oordinated by deve?open. Lemor� venue 6 282.00 03022'30" 16.61' 8.31' 25. Install R "STOP" sign c30"1 on post. PCRGtT`fSTD. 401-8, r��l�li. 11 7 112,00' 45°27'34" 68.86' 99.92' 0"I' h1N6 & STOP Gf6,E7ND QRC"Ussi APPROVED BY: DATE: 8 313.00' 225°00'59" 149.24 - 2E Install W-53 sign (3C") on post. ������ �y/F CITY ENGINEER R.C.E. N0. 2 C2 9 102.00' 11°3819 20.72' 10.40' ________+_r_"e}; iF-81 L' nezkers end peve-rr+t stripe per r_i-tom• P 10 58.00' 102°5410 104.17 72.79' !` f DESIGN RECOMMENDEC 11 102.00 10°0000 17.80' 8.92' E r-Qnsta:l street name sign set per City Std. 40_a, 4^lb & Fl ` � p * - -- O 1 J K.�V. `-'� � 2. ,C� A.A (2&-Install street tree per City Std. 6019650Z. CHARLES ABHOTI ASSOCIATES, INC. DRAWN SHEET ldA�l Van Nero aYj Suite 200 IN Torrance, CA90501 \hjf t CA`�Ea\ G. <i.C. 3 OF - /V�rE. �[/R✓E' 047A 5�AA/ ABo✓E /.5 el-4--P P-0Q Tt//3 �NcET D�Gy 44-j,f04/ d'x.4"'rsdwood �adpc -- - �_. (310) 212-5778 a 3/ Ste/ curs ¢ r>!Moue ex�.sfiry 1 'veinen :H E C K E D DRAWING N 0 Z�_� � RCE NO 10037 It ( 7 - C%n�f uwder y,1,-"1k d'rcrrn per _'/// std Lf�7-Blv=3 Z- L - D A T E -- - ---- � --- F I E E N 0�388�2 1 p�o�-r SNEET 3 ©ir . ' 7 WIDE X b' TALL NATURAL STOME VENEER COLUMNS BY OTHERS AND PER OTHERS PLANS - TYPICAL 'I EXISTING SIDEWALK TO REMAIN I I I III PROTECT IN PLACE I I I I f 1 �I }G II- '¢ - - — - - - - - - - - I II 4 4; r in m !n Q - r } r - - n r 1� - . �D t,. --- -- ---- ----- -- 4 2 2 6 lo, _ — 3 �r 2 - -- - 4 5 _ LEMON AVE. C.L. 185' + ARCHIBALD AVENUE GOBBLE STONE PAVING THIS PORTION OF PARKWAY IN FRONT OF THE PRIVATE RESIDENCE THAT INCLUDES THE 4 INSTALLATION OF BOULDERS AND GOBBLE STONE SHALL BE WITHIN THE LIMIT OF WORK •, . ,° 6" GONG. HEADER - TYPICAL AND 5HALL BE INSTALLED 51MULTANEOU5LY AS THE REST OF THE PARKWAY CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A MIN. DISTANCE OF - THI5 AREA SHALL NOT BE PART OT HE CITY'5 MAINTENANCE DISTRICT. TH15 AREA SHALL 2'-0" BETWEEN THE CONCRETE HEADERS - TYPICAL BE THE PRIVATE HOME OWNER'5 MAINTENANCE RESPONSIBILITY. I' ARCHIBALD AVE. C.L. 290' + LEMON AVENUE - -- — - - — — — — SCALE: I" _ 20' — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o� 62' W 46' 3 bb' V 14' 8' O.G. TYP 8.0 v ll'---,e 8' O.G. TYP 6.0 158' O.G. TYP 8.0 61 13'-6" { _b" _ 3 (4) 3-O DIA. TREE WELL AT 5'-0" ON CENTER TYPICAL ' I 2 i KFY MAP MODEL I , PARKING PARKING 1 1 5 L 1 ARCHIBALD AVENUE 4 MODEL - 3 1 r ' MODEL ' Ip 1 z O I I 1 FI 1 - - SCALE: 1" = 20' o! of AVG'*q1E - - m LANDSGAPE MAINTENANCE DIST. TYP. CONSTRUCTION NOTES: CONSTRUCTION L.FC;7ENM I. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS O PROPOSED STORM DRAIN - REFER TO CIVIL ENGINEER'S PLANS DE516NED WHEN IT 15 OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIF*`>^RENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING r DE516N. SUCH CONDITIONS SHALL BE IMMEDIATELYR BOUGHT TO THE EXCAVATE AREA FOR ROCK GOBBLE INSTALLATION PER DETAIL 2, V ATTENTION OF THE CITY. THE CONTRACTOR SHALL A55UME FULL O SHEET L-b. APPROXIMATE TOTAL EXCAVATION AREA &,510 5F. O O� RESPONSIBILITY FOR ALL NECE55ARY REVISIONS DUE TO A FAILURE TO 61VE SUCH NOTIFICATION. PROPOSED CONCRETE SIDEWALK - REI- -R TO CIVIL ENGINEER'S PLANS FOR r 2. THE CONTRACTOR SHALL BE RESPONS I BLE FOR MAK I N6 SIDEWALK CONSTRUCTION AND LAYOUT.HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIE5, PIPES, AND STRUCTURE5. CONTRACTOR b" CONCRETE MOW CURB AROUND ALL EXPOSED EDGES OF GOBBLE SHALL TAKE SOLE RE5PON51BILITY FOR COST INCURRED DUE TO DAMASE - TYPICAL, INSTALL PER DETAIL I SHEET L-5 AND REPLACEMENT OF SAID UTILITIES. Q,.,'" DESC�TIQT'1 OF RF11"CIN DATE Cry 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH 5� EXISTING 57REET LIGHT TO REMAIN - PROTECT IN PLACE OTHER 503-CONTRACTOR5 AS REQUIRED TO ACCOMPLISH CON5TRUGTION CITY OF RANCHO CUCAMONGA OPERATIONS. b LANDSCAPE BOULDER5, 51ZE AS SHOWN. INSTALL PER DETAIL 2, SHEET L-b ON-no O TOTAL OF 24" BOULDf"R�� - 5, TOTAL OF 18" BOULDERS - 7. 0 4. GROUND COVER AREAS NOT TO EXCEED A 3:1 MAX. SLOPE. >-a � TRACT NO. 1459 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER �r LANDSCAPE AND IRRIGATION PAVED AREAS AS REOUIRED. REFER TO THE IRRIGATION PLAN. ,e,.y b. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE 5UBGRADE AND PROVIDE 5UB5URFA0E PREPARATION ARCHIBALD AVENUE/LEMON AVENUE PER 5F'E0IFICATION5. '1. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENTS DIG ALERT APPROVED BY: : , i DATE TO REDUCE DIPS, ABRUPT GHAN5E5 AND SHARP TRANSITIONS. y �pNDSCApF CtfY //� ENA /L� 1 L- 1� RCE- J. 24953 ' J. ---- --------- 6. ALL WALLS AND CURBS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE -- DIAL TOLL FREE GST' O� DEPLAN PFF'A*v) IBY:, ' RF(XIs AP�'LICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 1-800-422-4133 PJD SF,GURA/DFUTSCHMAN AT EAST TWO DAYS Q ---- - ASSOCIATES - cI. CONTRACTOR TO REMOVE AND DISPOSE OF EX1571NO IRRIGATION LINES Bf �Rf me N LA 2 DRAWN - --- _ --�� - - LANDSCAPE SPRINKLER HEADS. �. Exp. _- a� � � P� L-1A oF 10 LANDSCAPE APCHrrecru� uRauv nrsrcM LAND PUKnrrrc UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA S =--- "5 W. bWPrRT RD SUFTE r 9REA. CA 62821 7141520-1291 - - _77— Ol F� fl RCE NO DRAWM NO. �� OF CRR TJS DATE MAY 7, W8 FLE NO 87488 1637 FEnESTAL MOUNT CONTROLLER #1 THE CONTRACTOR SHALL INSTALL ONE GAL5EN5E ETI-9>-01R, & STATION PEDESTAL MOUNT AUTOMATIC THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE IRRIGATION CONTROLLER AT TH15 APPROXIMATE LOCATION. COORDINATE THE ELECTRICAL POWER SOURCEGOMLE STONE PAVING - TYP. REFER TO RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL P.D.G. WITH THE CITY INSPECTOR PRIOR TO COMMENCING WORK. THE FINAL LOCATION OF CONTROLLER SHALL 4 3 'TSO 5F SHEET L-6 AND L-7 FOR INSTALLATION DETAIL GONDUGTOR5 AND METER TO BE PROVIDED BY 50E, COORDINATED AND PAID FOR BY THE BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. REFER. TO SHEET L-5 FOR ADDITIONAL . DEVELOPER. "GALSENSE" INFORMATION. THE CONTROLLER SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. LOCATE WALL ON PRIVATE PROPERTY PER APPROVED 24" STORM DRAIN 470 16 PRIOR TO INSTALLATION OF 5B-24-S5 METERED CABINET, THE CITY MAINTENANCE SECTION MUST VERIFY ZZ Z !aD4 'F PLAN BY BUILDING, SAFETY AND PLANNING DIVISION. AND EA5MENT LOT 6 �� THAT THE RADIO 15 ABLE TO "5EE" THE REPEATER. f I 1 '/�� 77�LOT 22 LOT 25 LOT24 LOT 25 T 77 4�. 1 — - - - - - y x ' Ir1;,ti {1 .1 3-�4 — — — :: w; . — -- 3/4 — -- — ( — — — — — /— —�, a - 2 4' !�I 4 3i4 1' In" - - _ 1 — -- — — - - In" -- _ In" S/4" 3/4" I„ - ` _ v. , f t I. --� t ' " „ I 1 IIp. , ' '. L �VW 3/4' I/2" „ i 11�, 3/4 r-, I/2 In In in"1/211 3/4 /2 L9- - — - - = - -- — — — op T IL"' _ EX15TINO 50" WATER LINE _ — — — — 51% SLOPE —D R— — _= C— - -- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 THE HATCHED PARKWAY AREA SHALL BE THE RESPONSIBILITY Z MAKE POINT OF CONNECTION IMMEDIATELY DOWN STREAM OF NEW DOMESTIC, POTABLE WATER OF AND MAINTAINED BY THE PRIVATE HOME OWNER. THE 017Y33 / 3 1,652 sF/ WD METER TO BE PROVIDED BY CGD, COORDINATEAND PAID FOR BY THE DEVELOPER. EXTEND NEW SHALL. NOT BE RE5PONSIBLE FOR MAINTAINING TH15 PORTION 1 LEMON AVE. C.L. 185' + TYPE 'K' COPPER PIPE (OR A5 PER LOCAL CODE) AND INSTALL A REDUCED PRE5EORE BACKFLOW OF THE PARW KAY AS INDICATED. L/�' 7 .. ----.- PREVENTER (TYPE AND 51ZE PER PLAN) WITHIN AN ENCLOSURE. ARCHMALD AVENUE b" SEWER LINE POINT Ofto GONNEGTION # I NOTE THE CONTRACTOR SHALL VERIFY THE PROPOSED 1 1/2" WATER METER AT TH15 APPROXIMATE LOCATION. THE CONTRACTOR REFER TO SHEET L-5 AND L-6 FOR IRRIGATION DETAILS AND SHEE, 5 L-7 AND L-b FOR LANDSCAPE SPEGIFIGATiONS. SHALL INSTALL ONE 1 1/2" PRESSURE REGULATING VALVE, ONE 1 1/2" REDUCED PRESSURE BACKFLOW PREVENTER, ONE 1 1/2" FLOW SENSOR, ONE 1 1/2" MASTER CONTROL VALVE AND EXTEND THE NEW 2" 50H. 40 PVC, IRRIGATION MAINLINE AS INDICATED. I/2" I THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE SET THE PRE55LORE REGULATING VALVE AT t 145 P51. THE CONTRACTOR SHALL VERIFY THE 51ZE OF METER, SERVICE LINE AND T - - - �— - -" - _T - - -�- - - s RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL THE AVAILABLE PRESSURE PRIOR TO COMMENCING WORK. THE FINAL LOCATION OF THE BACKFLOW PREVENTER AND THE OTHER •""�' P.O.G EQUIPMENT SHALL BE APF'ROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. _ — CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER, J� I t� I WMAKE POINT OF CONNECTION IMMEDIATELY DOWN STREAM OF NEW DOMESTIC POTABLE WATER IRRIGATION NOTESR: FOR, CITY MAINTAINED AREAS w - ( I METER TO BE PROVIDED BY CCD, COORDINATED AND PAID FOR BY THE DEVELOPER. EXTEND NEW O 0 TYPE 'K' COPPER PIPE (OR A5 PER LOCAL CODE) AND INSTALL A REDUCED PRESSURE BACKFLOW V ' ■r 147 = PREVENTER (TYPE AND SIZE PER PLAN) WITHIN AN ENCLOSURE. _ BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANT5, 5TREEI LIGHTS, TREES, ETC.) INTERFERt � n ( I y 50ALE: 1 - 20, REPErSENTATIVE AND THE CONTRACTOR REGARDING GENERAL REQUIREMENTS OF THIS WITH THE AY PATTERN OF THE SPRINKLER HEADS 50 A5 TD PREVENT PROPER COVERAGE, -� p Wc'RK THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A r LOT 5 I I v( t� t=7ESTAL. MOUNT GON7ROLLEiZ #2 QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE DBSTRJKTION 50 A5 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS 5HOl^IN ON PLANS AT THE 51TE TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL C05T I :� �� m THE CONTRACTOR SHALL INSTALL ONE GALSENSE ETI-b-DR, 8 STATION PEDESTAL MOUNT �' n AUTOMATIC IRRIGATION CONTROLLER AT TH15 APPROXIMATE LOCATION. COO PRIOR TO GOMMENGEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR TO THE CITY. RDINATE THE DIREGTION IMMEDIATELY TO THE CITY. I - !- POWER SOURCE P.O.G. WITH THE CITY INSPECTOR PRIOR TO GOMMENGIN6 WORK. THE FINAL • INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE I a LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO THE CONTRACTOR SHALL FAMILIARIZE H1M5ELFMER5ELF WITH ALL UNDERGROUND UTILITIES, FARTHEST REMOTE CONTROL VALVE (RGV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT L+ ( ( o 145TALLATION. REFER TO SHEET L-5 FOR ADDITIONAL "GALSENSE" INFORMATION. THE PIPES AND 5TRUGTUR,rS, AND SHALL TAKE 50LE RE5PON51BILITY FOR THE THE ENGL05JRE INSTALL TERMINAL STRIPS IN ENGL05URI FOR IRRIGATION WIRING. ( I + CONTROLLER SHALL BE OPERATIONAL PRIOR TO THE CITY-5 ACCEPTANCE. PRIOR TO REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND I I I I INSTALLATION OF 55-24-55 CABINET, THE CITY MAINTENANCE SECTION MUST VERIFY THAT FAGILI- 45. IRRIGATON SYSTEM 15 BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK (TURF) AND I THE RADIO 15 ABLE TO SEE THE REPEATER. 2 INCHES OF WATER PER WEEK (GROUNDCOVER/5HRU155) APPLIED FOR 8 HOURS A NI6HT/5 DAYS ` n NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, 15 REQUIRED AT ALL POINTS OF A WEEK BETWEEN THE HOURS OF 1:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER CONNECTION THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE SHALL OPERATE AT A TIME, I C INSTALLATION OF A NEW WATER METER. CONTACT THE UJGAMON6A COUNTY WATER - D15TRICT FOR COSTS AND INSTALLATION PROCEDURES THE 5Y57EM 15 DE5I0NED FOR THE MINIMUM OPERATING PREPOINT A5 SHOWN AT EACH POINT I I- O I NT Oln' CONNEC71 Oil # 2 OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE 15 AS SPECIFIED THE O I m W TYPICAL POINTS OF CONNECTION CON515T OF A NEW WATER METER, FOLLOWED BY A IRRIGATION GONTRAGTOR SHALL VERIFY THE AVAILABLE WATER PR-55LRE AT THE 51TE PRIOR � C� LOT 4 - (� 1 THE CONTRACTOR SHALL VERIFY THE PROPOSED 1 1/2„ WATER METER AT TH15 APPROXIMATE PRESSURE REGULATOR (IF REOUIRED), FOLLOWED BY A BACKFLOW PREVENTER DEVI5E , TO THE START OF INSTALLATION. ANY GHANOE5 SHALL BE BROUGHT TO THE ATTENTION OFI I 1 P LOCATION. THE GONTRAGTOR SHALL INSTALL ONE I 112” PRESSURE REGULATING VALVE, ONE FOLLOWEDQUIR BY A PUMP (IF REED,) FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER THE CITY. � � �_ I" I I I I I/2" REDUCED PRESSURE BACKFLOW FLOW SENSOR,ONE I I/2" FLOSENSOR ONE 1 I/2" MASTER VALVE ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND I I SPE"IFIGATIONS MANUFACTURES RECOMMENDATIONS AND LOCAL GODE5. ACTUAL LOCATION AUTOMATIC CONTROLLER TO BE A GALSENSE ET-(8) (STATIONS) - DR (DIGITAL CONTROL VALVE AND EXTEND THE NEW 2" SGH. 40 PVC, IRRIGATION MAINLINE A5 INDICATED.SET THE PRESSURE REGULATING VALVE AT t 0IO PSI. THE CONTRACTOR SHALL VERIFY OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY .A RE�'RE`ENTATI`✓E 0� THE CITY. RADIO) W/ANTI=HNA PORT INSTALLED WITHIN A STRONGBOX (5B) 2455/120 VOLT �/ 1 F I THE SIZE OF METER, SERVICE LINE AND THE AVAILABLE PRESSURE PRIOR TO GOMMENGIN6 CONTROLLER/ELECTR!CAL ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON TOP �.,,..� �_ I I V WORK• THE FINAL LOCATION OF THE BACKFLOW PREVENTER AND THE OTHER P.O.G. EQUIPMENT BACKFLOW PREJENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX (SB) SBBG - (size, OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL GABLE. �-1 SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION, per lob AL ALUMINUM ENGL05URE, AND SHALL BE INSTALLED PARALLEL TO THE 5TREET AND 5Y57tM SHALL BE OPERATIONAL PRIOR TO THE CITY?5 ACCEPTANCE. ACTUAL LOCATION OF , �� 5GRr NEE' WITH 5HR}B5 WHENEVER POSSIBLE THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. " I T MAP WALL ON PRIVATE PROPERTY PER APPROVED „ 1 TH15 :X'51GN 15 DIAGRAMMATIC, ALL PIPING; VAL`✓E5, ETC. SHOWN WITHIN PAVED AREAS ARE THE CONTRACTOR SHALL 5UPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE PLAN BY BUIL.DIN6, SAFETY AND PLANNING DIVISION. — - _ FOR DESIGN GLARIFIGATIDN ONLY AND SHALL BE INSTALLED IN PLANTINC7 AREAS WHENEVER RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL E ! I t POSSIBLE. AVOID ANY GONFLIGTS BETWEEN THE SPRINKLER 5YST Y, WALLS, STREET LIGHTS, GONDUGTOR5 AND METER TO BE PROVIDED BY 5GE, COORDINATED AND PAID FOR BY THE Q I/2” 17 ARCHIBALD AVENUE - - - 51DEWALK UTILITY LINES AND EQUIPMENT AND ARCHITECTURAL FEATURI-S. DEVELOPER. I/4' T HUI9BLER — 1 3 - GONTRAGTCR SHALL FLUSH AND ADJR15T ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM I ■ I OALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE � � I I i� I � Z COVERAGE WITH MINIMAL OVER SPRAY ONTO WALKS, STREtTS, WALLS, ETC. THIS SHALL IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COMPEN5ATINO NOZZLE SCREEN Q LOT 3 I I Y�LY C N � (PG5) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION I �t 1 1 I I O - ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED 50 THAT THE TOP OF THE { w < 1 \ t SPRINKLER HEAP 151/4" ABOVE FINISHED GRADE. � �n � I d m �-- Z INDICATES VALVE NUMBER " REF,Fr_TNT5 XER150APE RErERENGE NUMBER 1 I 0 M m � INDICATES APPROX. GPM'S IRRIGATION LEGENM T E. ;I sHEE REFERENCE NUMBER _ 1 INDICATES VALVE 51ZE i 5YM I/2' X I INDICATES SOARS FEET 1� w leo4 sF 2 35 IRRIGATED BY A VALVE Q TRD H F MF6 MODEL DESCRIPTION RAD GPM PSI 1 3 { -- - -t + - /�• z 7 7 \ 111/2" "PCS" h - O S GO 5 6 G CHART. FOR CORRECT SIZING AND INSTALLATION INFORMATION FOR TYPICAL CONTROLLER INSTALLATION. RAINBIRD 1812-5AM-PRS-b0 d H-FLT SHRUB POP-UP b' 0.541 0.7g 50 t [� ❑ RAINBIRD I5I2-5AM-PR5-IO0,H,TRD-LA SHRUB POP-UP 10' 0.501, 0.52, 0.7g 50 I 1 I LANDSCAPE MAINTENANCE DIST. TYP. E9 P 8 RAINBIRD I512-SAM-PRS-U SERIES 120,H,F 5HRUB POP-UP 12' 0.63, 1.30, 2.60 30 ZZ N LOT 2 0" f�o O 0 RAINBIRD I6I2-5AM-PRS-15E5T d 15SST SHRUB POP-UP 4'X15 d 4'X3O' 0.62 1.21 30 y/ �- , I 1 II 'CA ■ RAINBIRD 1402 FULL CIRCLE BUBBLER TREE BUBBLER .05 50 ►i HAMMOND I5-645 GATE VALVE, LINE SIZE • RAINBIRD EFB-GP-PRS REMOTE CONTROL VALVE / I I I • � -I IIS a RAINBIRD 53-DNP 5/4" OUIGK COUPLING VALVE AT t 150' 0.0. LOCATE WALL ON PRIVATE PROPERTY PER APPROVED 1/211 / I I DEQ of DATE aIY PLAN BY BUILDING E'T -v 5AFY AND PLANNING DIV1510N. APPROVE C� SUPERIOR 3100 NORMALLY OPEN MASTER VALVE - LINE SIZE _L D �. i/2" � I I I _ ' II ! I FEBGO b25-YA 1 1/2" REDUCED PRESSURE BACKFLOW - PR VENTER I �„ — CITY OF RANCHO CUCAMONGA IN A STRONGBOX 50E30 - 30 - Al , 7C LOT I I I ( I O 2 M GALSENSE ET-1-b-DR b STATION AUTOMATIC IRRIGATION CONTROLLER, MOUNT IN A STRONGBOX I III I I TRACT NO. 14459 7 55-24-55 1120V ENOL05URE WITH ANTI ANTENNA PORT ~� ~' LANDSCAPF AND IRRIGATION DATA INDUSTRIAL 220-P I I/2" FLOW SENSOR - PROVIDED BY GALSENSE - ---- � ' U 19 3 765 51± - . - � J Lr] WILKIN5 500 SERIES 1 1/2" PRESSURE REGULATING VALVE _ — — — _ % 11:2" / ARCHIBAL..D AVENUE/LEMON AVENUE i i�/,n„ .. .w � .rr � mml� mmmdo w ❑W PR,.')POSED DOMESTIC WATER METER, PROVIDED BY OTHERS - (CCWD cIOQ-q&7-2581) _ " " n e APPROVED BY: � DATE- 1 ATE �l � 77 " �/�" ------ $/4° Irl" ( � I I `p,NDSCApF 1 1/2 AND LESS GLS. 315 PVC, - INSTALL MIN Ib DEPTH - 51ZE PER PLAN 1/2 _ „ ., 7. 6 CITY E SR RM 24 MAINLINE - - ___ _ 2" AND LARGER 5GH 40 PVC - INSTALL MIN Ib" DEPTH - 51ZE PER PLAN SCALE: 1° = 20' In" '/2 3/4" 1 VW ,n In I/2° •I �`��` S SF�G �, - - -_ - (J -� �� - - - / C `�9 Dir+ PLAN PR8'ARED LATERAL LINE SCH. 40 PVC, LATERAL - 12" MIN. DEPTH3/4° , C-,' PJD SEG URA/DE'U7'S('IiMAN LONDON AVENUE _____ + 2 2 ~' _ ._ _ ASSOCIATFS ---__ 50H 40 PVC; 2X DIA, OF ENCLOSED PIPE-MIN 24" DEEP 1112 No. L— _4_. DRAWN SHFFT Exp. 9 /01 PiD LANDSCAPE ARCHULCTURE URBAN DESIGN LAND PUNNING L—2A cw 10 36-51A LAW&r RT RC SUITE f 9FLA. C4 92f_; 71.:1529-7297 CHECK R.C.E. NO DRAWF410 NO. OF CA TJ9 DAA FU NOMAY 7, *98 87468 1637 2' WIDE X 6' TALL NATURAL STONE VENEER COLUMNS GOBBLE STONE PAV I N6 - REFER TO 6"Xb" GONG. MOW CURB - REFER MA50NRY WALL ON PRIVATE PROPERTY - REFER TO THE CIVIL EN5INEER'5 BY OTHERS AND PER OTHERS PLANS - TYPICAL DETAIL SHEET L5 - TYPICAL TO DETAIL 5HFFT L5 PLANS APPROVED BY THE BUILDING, SAFETY AND PLANNING DIVISION- TYP. EXISTING SIDEWALK TO REMAIN - PROTECT 6"X6" GONG. MOW CURB - REFER TO DETAIL SHEET L5 I IN PLACE DURIN6 CONSTRUCTION 24" STORM DRAIN 4 EA5MENT 4 LOT 6 15 �I 6"Xb" GONG. MOW CURB - REFER 1 I 1 TO DETAIL 5HEE'T L5 9 1 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26rn rn I j v-1 I 6 4 5 5 17 9 n 8 14 24 21 I 19 8 15 Il od I II b"X6" GONG. MOW CURB - RErER B 4 Q 3 4 5 � ( TO DETAIL SHEET L5 LOT 2 -1 — D — • J 1/ �— — — — — — —C-- — - - - - -- — — — — - —_ - O EXISTING 12" WATER LINE 7 8 6 14 -9 10 8 11 7 8 6 16 4 2 8 4 4 15 4 2 rn 5 2 4 2 4 1 2 5 2 1 B 1 4 or► (I EXISTING FIRE HYDRANT - TYP. � LEMON AVE. C.L. 185' + �� 8" SEWER LINE ARCHIBALD AVENUE EXISTING 8 SEWER LINE EXISTING STREET L16HT TO REMAIN - TYP. 6">(b" GONG MOW CURB - REFER THE CONTRACTOR SHALL PROVIDE A 36" DIA. TREE POCKET FOR EACH THE HATCHED PARKWAY AREA SHALL BE THE RESPONSIBILITY TO DETAIL SHEET Lb TREE TO BE PLANTED IN THE INDICATED GOBBLE STONE PAVIN6 AREAS - TYP. OF AND MAINTAINED BY THE PRIVATE HOME OWNER. THE CITY SHALL NOT BE RESPONSIBLE FOR MAINTAINING THIS PORTION OF THE PARKWAY A5 INDICATED. � �` � - - - -- ► LANDSCAPE AREA � m TOT LANDSCAPE NDSGA PE A REA I0,8?? 5F PLANT1 6 MOTESI 33 PROPOSED PLANTING AREA (60% MAX) 5,x47 5F O 23n PROPOSED PAVED AREAS (4095 MIN) 4,Q30 SF A = C ( v—, — I. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS m m ; SCALE: I° = 20' ?. QUAN .TIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINALv WHICH PREVENT INSTALLATION PER PLANS A IFI TI T r-- LOT 5 AND SPEC GA ONS. CONTRACTOR SHALL BE QUAtt�ITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED > Q RE5PON5151-E FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, ANDPLAN,T PLA�iT 5 I Z 1116 f�EY SPACING REQUIRED. •r�i REPLANTING AREAS WH!GH ARE NOTT Pt' I ' 11 N5 ALLED PER PLAN AND 5 ..GIF GA ION n 8. WHENEVER 9-lRL8/5ROl1NDG0VETt AREAS ARE ADJACENT TO ROCK AREAS OR PUBLIC � 3 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPEGIFIGATIONS FOR 501E PREPARATION, LANDSGAPC AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A GONGRETE HEADER 15 PLANT PIT REQUIREMENTS 5TAKIN6 AND BACKFILL REQUIRE REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HERON. 7 � 0 5-GALLON 15-GALLON INDICATES QUANTITY 4 + 3. CONTRACTOR SHALL FAMILIARIZE HIMSELFMERSELF WITH ALL UNDERGROUND UTILITIES, Q. GLEAN-UP SHALL TAKE PLACE ON A DAILY BA5I5 LNLE55 OTHERWI5E APPROVED BY THE PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE CITY I I REPAIR/REPLAGEMENT, AT NO DOST TO THE CITY, ANY DAMAGEUNDE OF SAID RfiOUND INDICATES SPECIES FAGILITIE5. 10. THE FOL.LOWIN6 501L AMENDMENTS SHALL BE FOR BID PURP05E5 ONLY. FINAL 501L 5 AMENDMENT 7YPE5 AND QUANTITIES SHALL BE BASED ON 501L TEST RECOMMENDATIONS 2 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED 501L AMENDMENTS b" INTO THE 501L AT THE INSTALLATION OF THE 5PR!NKLFR SYSTEM HAVE B>-EN COMPLETED, FINAL GRADES HAVE REQUIRED RATES PER 1,000 50. FT.G � 1` F�1� TO SHEET L4, LS � Lb AOR PL�ANTI NS flTA I LS Q - LOT 4 I WN I=5TA8�!SHED, THE PLANTING AREAS HAVE $'•EN F'ROPCRi.Y GRADED AND PR��'AR��'J � 7 A5 SPECIFIED AND THE WORK APPROVED BY THE CITY. 4 GY. NITROGENQ STABILIZED SAWDUST 8 m I 4 x AND �..�' �"' T�.�' L-7, L.� LQOR 51 "EG I I GAT I O?�15 Im 120 IBS 6YP<.,UM � � N 5. ALL PLANT MATERIALS SHALL BE F ITY APPROVED OR QUAL BY THE CITY AND LANDSCAPE -P I I 6R0 WER P.U5 25 B5 0 1 ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MAT:RIAL SHALL BE z Q SUBJECT TO APPROVAL BY A REF'RE5ENTATIVE OF THE CITY PRIOR TO EXCAVATION. 11. AND56APE AREAS SHALL RECEIVE 4' OF WOOD CHIP MULCH UNDER A L L All TREES AND 1 94RLe5, AND BLEND INTO EDOE5 AT 5ROUNDGOVER AREAS, PUR51)ANT TO CITY b. CONTRACTOR 15 RESPON5113L-E FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED STANDARDS AND DL7AIL5 HEREON. 6RADIN5 OPERATIONS SHALL ACCOMMODATE THE KE T MAIO LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT 15 A DIRECT RESULT OF THE M)LGH. GONTRAGTOR SHALL SUBMIT A 5AMPLE FOR THE CITY'S APPROVAL PRIOR TO I I LANDSCAPE CON57RUG7ION AND/OR H15 SUB-CONTRACTOR. REPLACEMENT I7EM5 5HALL BE PJRrHA5E AND PLACEMENT, SHREDDED MULCH 15 AVAILABLE FROM: EXACT DUPLIGATE OF OR16INAL WORK OR PLANTS, UNL.E55 OTHERH15E APc'ROVED BY THE ; 70 MASONRY WALL ON PRIVATE PROPERTY r_ SEE SEPARATE ARCHITEGTUR.AL SUBMITTAL CITY• BLUE RIBBON NURSERIES — — — — ORANGE, GA Q I ► ARCHIBALD AVENUE Fn 12. XER15CAPE RE>-ERENGE 51'MBOL Z 'Q 12 I I. ' I CONCRETE SIDEWALK PER ENGINEER'S PLAN # - REPRE5ENT5 XERISCAPE REFERENCE _ > -- � . NUMBER. SEE SHEET L-6 5 m 7 m Z r LOT 3 2 1 I 1 G. I o 5 : z : m z PLANTIN6 LEnEN I : I� SECTION B SHEET LbI i. r+ AWVKy m - - ', BOTAN I GAL NAME COMMON NAME QUANTITY 51 ZE DE51 C NER'S INTENT O.G. SPAG I NO mu 5 4 LANDSCAPE MAINTENANCE DIST. TYP. A. EUCALUP•TUS MAGULATA SPOTTED GUM (WIND ROf^U 33 5 GALLON SCREEN TREE 8 I E; PYRUS GALLERYANA BRADFORD PEAR 21 15 GALLON STREET TREE N 20 LOT 2 Z i G. GINNAMONUM CAMP40RA CAMPHOR TREE 3 15 GALLON 51 RE TREE S�i�UBS: THESE TREES SHALL BE TRIMMED I r U C A Ao TO PREVENT SIGHT 0557R1JGTlON, LIMBS _ b�LOWER THAN MIN. -Of O i I. NANDINA D. 'NANA PURPUREA' DWARF BAMBOO 10 5 GALLON NATURAL 6ROUPIN65 21 SHALL NOT Bf" �► ` c 2. LANTANA M. 'DWARF WHITE DWARF LANATANA 104 5 GALLON NATURAL GROUPINGS 4 3. PIETIES BICOLOR AFRICAN FORTNIGHT LILY 31 5 GALLON BA0K6ROUND HEDGE. 4' 4. BCRBCRiS 7HUNBER611 CRIMSON PYGMY JAPANESE BARBERRY GULTIVAR 124 5 GALLON NATURAL GROUPINGS 30 " _u d Q _� crry S. VJUNIFTER IS SABINA 'BLUE DANUBE' NON -76 5 GALLON BACKGROUND HEDGE 5' D N I DATE nC. Amnovm LOT I i CITY OF RANCHO CUCAMONGA VINE: Z n 4 I 24C> ...................... V-1 PATHENOCISSUS TRICUSPIDATA BOSTON IVY 53 5 GALLON VINE TO CLIMB WALL 15' 3 3 2 TRACT NO. 14459 LANDSCAPE AND IRRIGATION Cc�OUND GOVR: b"Xb" GONG. MOW CURB - REFER m H TO DETAIL SHEET L5 � � 5 I � �— 4 LANDSCAPE AREAS SHALL REVEIVE 4" OF WOOD GRIP MARCHIBALD AVENUE/LEMON AVENUEULCH UNDER ALL TRE'E5 AND SHRUBS, AND BLEND INTO EDGES AT _ GROUND .:OVER AREAS, PURSUANT TO CITY 5TANDARD5 AND 7 24 DETAILS HE'RI-ON. APPROVED BY: - O � p,NDSCgpF DATE /� � ` J. CETY ETV '�R �,(G'�(L(��� RCE 2499 S 24 �� FcG9"�P�,� oEs _ Pum PwPA.4•n e►: SCALE: 1" 20' LONDON AVENUE r �, P.� SEG URA/DEI"1'SCHMA N - - ASSOCIATES �F�_ Na _ A 3 8 o.v� W-Frr THESE TREES SHALL BE TRIMMED P• 3- Ex 9 30 01 P.D LANDSCAPE ARCHRECIURE URBAN DESIGN LAND PUNNING L3A of 10 Sas W. LAM8ER7 RD. SUITE E WEA, a 92821 771141529- - 1291 --_..-.. - — ---_-- 111 TO PREVENT SIGHT OE35TRUGTION, LIMBS - - - - --- CHECKM SHALL NOT BE LOWER THAN MIN. 6'-0" �� la OF C�� ,jg DATE MAY T, 1988 FILE NO �W1837 No — ----------- �oJ cf Sof 7- 0