Loading...
HomeMy WebLinkAbout1510-D CITY OF RANCHO CUCAMONGA TRACT 13027 SOUTH O HIGHLAND . AVENUE AND WEST OF ETIWANDA AVENUE GENERAL NOTES HIGHLAND 5ftrrWZLY LOT LIug-5 OF I Pe0TF6T Exls I" TFAIL FEi.3CE POST IN FLAe-S f''t'YR> CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES AVENUE .. --- -_-__-- lo ALl.MOTED I-PT5 W PA4-10-5 � 1. All work shall be done in accordance with these plans, the W 1 SAW CUT AND REMOVE PORTION OF EXISTING CURB AND GUTTER City of Rancho Cucamonga Standards and the Standard - SEE DETAIL, SHEET 4. i ZS L.f. WZ � C Specifications for Public Works ConstructioN current 9 -- REMOVE PLANTER MOW CURB. ZIC L F edition. Contractor shall be familiar with and shall be 0o 94 1 1 responsible for adherence to these Standards and N. VICTORIA WINDROWS LOO W I o ti Az --SAWCUT AND REMOVE PORTION OF EXISTING MOW CURB, SEE DETAIL�Kti b A SHEET 1 OF 6. 40 Specifications. SITE �jr T �} / \ V O ♦ EXISTING IRRIGATION SYSTEM MODIFICATIONS PER SHEET 6 OF 6 L.S. 2. All pipelines or substructures of any kind. telephone or oo 14 Nilpower poles, water Meters, valves, fire hydrants, etc„ MT'6GT EX1ST TCAIL INCE 5 INSTALL "BROOKS PRODUCTS iNC." NO. 1218, 17'x18' CATCH W ? �.1 Q �I 111 PI Ar.1= BASIN WITH NO. 1212 TRAFFIC RATED GALVANIZED GRATE shown or not shown on these plans within the right-of-way V WT.-51f SEE DETAIL, SHEET 1 OF G. I b CA. limits or in adjacent areas where improvement work is to be J. I- .43 done shall be removed, relocated or protected In place as 'IT - _ - W II 1 N e 6 CONSTRUCT C.M.P. RISER INLET PER DETAIL "B' SHEET 1 OF 1 3 FA. required at no cost to the City of Rancho Cucamonga. G I� ►;? a7 --- INSTALL 8" DIA. P.V.C. SDR 35 STORM PIPE. 309 L.F. W y 3. Any contractor performing work on this project shall VICTORIA PK W iN A famillarize himself with the site and shall be solely responsible for any damage to existing facilities resulting lw_ 9�-INSTALL 18' DIA. R.C.P. - 1000 D t 38 1. F directly or Indirectly from his operations, whether or not VICTORIA ST. I i - 1.501' r: P �j 2..6,' -� r '- 10 INSTALL 24" DIA. R.C.P. - 1000 D 17B r-F such facilities are shown on these fans, * \\\ a ' ., 'e; % .�� �� //� � I c '. ,"r '•�_'' 11 CONSTRUCT MANHOLE PER DETAIL 'C" SHEET 1 OF 6 AND 4. A permit shall be obtained from the City of Rancho "�'' PRECAST MANHOLE NOTES' THERE-ON. I. - - "::.;'.ti,:.: Cucamonga Engineering Department prior to any encroachment l!! L or construction within the Cityof Rancho Cucamonga easement VICINITY MAP 3 12 CONSTRUCT P.C.C. 'v' GUTTER PER DETAIL, SHEET 1 OF 6. IS7o L.f or right-of-way. b j 13 CONSTRUCT 8" CURB WITH 18" GUTTER PER DETAIL, SHEET 4 OF 6. IZ9 L.-F. APPLY EPDXY S. Compaction tests of embankment construction, trench `U , 1♦ INSTALL DECOMPOSED GRANITE PER SECTION G - G SHEET 4 OF 6 90 G.Y backfill, compacting original ground and all sub-grades AEI? MAO LIFACTLI REZS 1 i 5PECIFICATI&Oe- TO 15 CONSTRUCT JUNCTION STRUCTURE No. 4 PER CITY STD. DWG. No. 333. _ // £A. shall be performed at no cost to the City of Rancho p .:'' .10►AI loPnsED I it Cucamonga, A written report with these compaction tests M 5 1- o : 6L1TtER ro E�(1 ST shall be submitted to the City Engineer for approval prior 6A 5 1 N NOTE 5 �I Mow-GLaEB to the placement ofbase materials and/or surfacing, -- 17 REMOVE EXISTING PLANTER MOW CURB VINE POCKET PER DETAIL. 3} EA SHEET 6 OF 6 1. TWE D15TAUGE BETwE>:1.1 THE SoUTrNE9LY LOT t.11Jre ►. c I °. 6, Estimate of quantities Is provided by the Engineer only for PROJECTIOW OF rRAC" LOT R124011i'►1 4 A a3A,511J ( THE �� : ;•-''.". ig "EAST-WEST' TRAIL MODIFICATIONS PER SHEET 5 OF 6. L5• the convenience of the owner. The contractor shall make SOUTH END OF EACH PASI" 014AI-L SE ZaeO 1WG1•IES. M �. his own determination of construction quantities before SOME FIELD 4D.IUSTMEIJTS VJLLL NAVE To 1ifE MA Dar JI w submitting a bid. Any Item of work required by these plans To T"E LOCATIOAI Of SAID SA51n15 DUE -ro THE LOCATIo05 1� which is not specifically listed In the estimate of OF Ex15T11Jy TAIL FFAILE POSTS Ott OTNE12 o6sTRucTio"C', o -� quantities shall be considered as Included in the other THOSE A11BW LOGATIOIIS DET);2M109v BY T"E GO1.1TeAcTm I Items of work, SHALL SE TO Tog AYPI'OVAL- OF 'THE CITY OF IZA04140 -� OA 5 I IJ / L O L A L 5 ,164T 16 9 � P.G.L. 6 U•f T � 1� S f G T I O IJ eUCAMOW-AA iwspELToR AND THE RIJOIWEER.No CATCH 046IM 'PROVID>Ep �O1)G C01JV�N1E►JGtE 4GE TN 1; FOLLOytlIIJ PRODUCT SI.t11PLttR4: 7. Work site and exterior streets shall be in a neat, clean and SHALL " LDGATED WIT14iW T1JiE FULL WIDN OF T4F E><KT1u61 TRAIL ACGE��5 lyATFs. azard free, orderly state, throughout construction. Site C01c5 PBODUGTS 1w1G. AL14AMSIZA FOu.1vTLY CO.Go• LTD. ASfG1C1AT><D GO WGiI;ETE PRDDuGSS 11,14 shall be cleaned upon request of the Inspector, GiEI-JEV-AL bFFV_E q FACTOZY, 11,17 MEIz%P1 1,3 4VE. 1OOSo 19LAGy. i OU�4TA)o r-V. �.TAg D15TAI.IGE WWEEnt THE EDGE N t?o. ISO)( 4498 P.o. SO)( 4•'11 5AQ VIE40 , CA. d)ZIZG 5 d.i1 EL MOWTE, CA. 9i'734 4L1-IAMgRA, G►. 91bDZ 8. Contact alt Utility Companies as required two Working days prior to OF PVO?6SED CATCH SASiOS AWD 'T¢AIL FEI.M POSTS M TNIG� gLVAtJiZEO (b 1'f) 578- 5335 excavation SIAALL t3E A M IMIM UM aF 1011 (TEQ wi:fA ES ) N pL n 5TEE 1. PLATE DIAD 290 (213) 283-C+r;37 0818) 289.4294 (G 19) 5-76 8174 O A11.) G G IZ 9. PIPE BEDDING SHALL BE TYPE I PER CITY OF RANCHO CUCAMONGA STANDARD LL14 V#x 2� (STAIMLESS DRAWING N0. 341. STDs EL) D E T A i L NASI DiA. NoLF aN C•M.P. CONSTRUCTION T.B.M.s ff a CA 5T M A N H O L E W OTP S C.MP - M4IINOL6 COV>✓a: FaZgME SIJALL SE ALNAtu181zA trOU1�1n0Y Co. LTD. T.B.M. I HILTI NAIL AND WASHER IN T.C. ON EQUESTRIAN TRAIL EAST-WEST K/ELO If,}"THICK ><ZdVJIDE DIRECTION TRANSITION INTO NORTH-SOUTH DIRECTION I' W%0 WEST A- i252 SoL-ID 36p'I ,If OE APPROVED epLIIiVALELIT. END OF LOCAL DEPRESSION OF CATCH BASIN. ELEV.= 374.91 A"LL= (eOO TO PLATE - Qf--CAST fr_0QL1�SS S"ALA- E'er As6oG1ATED C01.JCI'�7E 12"C>UGTS, 1w1c. T.B.M. 2 HILTI NAIL AND WASHER IN T.C. EQUESTRIAN TRAIL I' S/O B.C., STORM WELD "'T TO Abets OS RrYZOVEI7 E4,.1,vALS"T, WIT" (:;ALVA0%--eV STEEL STOZZLIP TYPE DRAIN STA. 4.60!. ELEV.: 381.68 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 4.00 ►1r.ON TO t_Ec1EVE Loc, I SAFETY S t Ei`5x 3/�" STI✓EL ,N Acco�Da1.►cE wttT11 ASTM A- 15 �•� 61C A -101', CtALVA.0teeD AFTIFF- FASeICAT10nJ PEI? ASTM A - IZ3 T.B.M. 3 HILTI NAIL AND WASHER IN T.C. EQUESTRIAN TRAIL ON NORTH P.L. The existence and location of any underground utility pipes or 2D0t PROD. OF LOT NO. 154, STORM DRAIN STA. 7.01!. ELEV.= 388.18 structures shown on this plan are obtained by a search of � � ) ^"A f11.115N c ICADE T.B.M. 4 HILTI NAIL AND WASHER IN T.C. EQUESTRIAN TRAIL ON SOUTH P.L. available records. To the best of our knowledge there are no a J/ -: -:. PROD. OF LOT NO. 153, STORM DRAIN STA. 11.67x. ELEV= 400.25 existingutilities except as shown or implied on these plans. �. I - .:, t!DECOM POSED GlRAN1tF� p p p � •�•, ` ; '� T.B.M. 5 HILTI NAIL AND WASHER IN T.G. EQUESTRIAN TRAIL ON NORTH P.L. The contractor Is required to take due precautionary measures t0 e�y PROD. OF LOT N0. ISO, STORM DRAIN STA. 15.65.5x. ELEV.= 411.62 protect the utilities shown and any other lines or structures not l� 2�I�� i2 UA E C.M.P. B/SE2 : \9 �• + . • .' 'J �'�Lyl1-1,�ll i�l�tl� !�� T.B.M. 6 HILTI NAIL AND WASHER IN T.G. EQUESTRIAN TRAIL I' S/0 B.C. shown on these plans, y y y _ ' ILLI �js�11�% NORTHERLY END OF LOT 145. ELEV.= 426.58 All contractors and subcontractors performing work shown on or � / / �/ . , '�'�\\�\\� \ �11i% 1 =� T.B.M. 7 C.C.W.D. HILTI NAIL AND WASHER IN T.G. 7' N/O ECR wESTSIDE ETIWANDA AVENUE 60-, S/D CENTERLINE HIGHLAND AVENUE. ' I Il ELEV.= 428.51 related to these plans shall conduct their operations so that all W VI p12ECA5T FLAT-TOP _ TCI - X15T1).161 employees are provided a safe place to work And the public is vii GN Q ConlcTl'.aGT S# �CU>'13-OIJLY" 1 I a T.B.M. 8 NAIL AND TAG R.C.E. 22827 IN EAST T.C. NORTH VICTORIA WINDROWS I Z , I LOOP.SOUTH P.L. PROD. OF EQUESTRIAN TRAIL EAST-WEST DIRECTION. protected. All contractors and subcontractors shall comply with (y . PFR RAI.IGNO GUCAM01.14A I I ELEV.: 371.56 STD. D n10. 104 ". '.. c- -1 the Occupational Safety and Health Regulation' of the U.S. � � � moi• -. -%: � L •. • • Department of Labor, and with the State of California Department of Industrial Relations' 'Construction Safety Orders.' The civil engineer shall not be responsible in any way for the contractors' and subcontractors' compliance with the 'Occupational Safety and Health Regulations' of the U.S. I ., MATGN IEX15TI1J� s11lRLi' L1r1E Department of Labor or with the State of California Department of P P � 11 CTfY �}- 12EC&J9T¢yc•T �} B A Industrial Relations Construction Safety Orders.' DESCRIPTION 0 0 a o s - - D F REVISION DATE Y 3 0 AS I _ ee eEQu D A SVIM TAII.IL£SS STEEL NUT � 1tJA51lETt 7 � /.? � PER PLA Contractor further agrees that he shall assume sole and complete II np� SiZE T EIGI`�� �f� . CITY OF RANCHO CUCAMONGAresponsibility for job site conditions during the course of � ' c o t IAconstructionof his ro ect Including safety of all persons and _ project, A . g Y P II TO ' - E ro ert that this requirement . p I �2 •. PEI' PLA1.1 t h ssh ll l continuously and not 1a a co o a o � � � � P P � YPP Y Y 3 T - •.. � >< � .STeeL x� i COMMUNITY EQUESTRIAN TRAIL Rt CIEVE BOLT ST l2�¢ Sb>G 35 1I �I� be limited to normal working hours and that the contractor shall O, I � ' , STocK PY•C. VE1JD • '°' "' ' �� .. � y ' DRAINAGE IMPROVEMENTS S TRAIL MODIFICATIONS defend, Indemnify and hold the owner and the engineer harmless o . .` t )►��� i(� 1 3 from any and all (lability, real or alleged, In connection with \ i ,i{ I✓' / Ill - Y 9 the performance of work on this project, excepting for liability i • ' • � " �j /!1, ' .� Y i �I Inti TIT 1 ,1•, SHEET arising from the sole negligence of the owner or the engineer. , ° 1 �11L1 J 't) J �1=11]✓Ill TRACT 13027 SOUTH OF HIGHLAND AVE. b WEST OF ETIWANDA AVE. 5 -O DUt51� DIA. BENCH MARK N0. 137 - CM r. 1r16FX ASSEMBLY SVCr10AJ APPROVED BY: DA'L'E r-FMOVE IQTEZFEAi?n,1(n fbeTIo1J5 of CURB >{ GIUTTF>z ------ A-2 CITY ENGINEER R.C.B. No. 24953 R.R. SPIKE IN SOUTH SIDE OF P.P. NO. 1619753E C O .\. 4 ,\� 4t N ITY EQtESTRIAN TRAIL DRAI \; AGE IMPROVE VENTS A ; D TRAIL q. ODIFICATIO NS ON NORTH SIDE OF BASELINE, 395' EAST OF DAY CREEK �' ,�,� P ,e/ $E/e D If T A /G BN II � DESIGN DERBISH E�AI�&�ASSOCIATES xFcoel�xD>�n ELEVATION ------------------- 1319.531 i' M A IJ " S L E V e T A 1 L C W31 UNCA AVENUE surra 150 - DRAWN RC., CA 91730 (714) 987-4308 SHF:F,T �G� 1 OF r• CHECK:D DRAiTING No. f/TY RCJL Ito.Z9Z2Q Irp. Date 95 Dates 15- 0 V� Q �, �ti W 1395 1395 � n \4 o �v All 1385 t N EXl,e rlAlf gAWE O VE,e 000 L/GL m n & _ .o v. _ 79 1-.,c S.o 2.829: 1375 = �--- - a +u �► ct?,rz=8.�7c./s. p �' °` ut a •f5. L.F. .O 3.?29. � R t\ s © h It 'V K . ►� !✓.ra� .?I—e f .eq,04 .s. © © -co`� � W /tlV= 70,)6) PROFILE SCALES H O R I Z. t" = 4 0' ovsr cP ,r 4.o .F 0.ptli,.s cT W.83 I e .s N A Q,•, : l7 73 C..5. VERT. I" = 4' I all's 2 3 4 5 6 7 8 9 10 11 12 k� DATA 9CA Ft� uI- RE 1 E3Q -- IQ CJD. /3� EAe%cl,4 GE.cJ�g7G/ TL�C/C_gAJT _ % 4332 re*z G 7r,914�-'.d�lT,t-hV lrND �� ��coo% 74.53 9¢oS3;Z3y / V ``J a°.oa 29 00 00 -i5. 7/ � 33.05 r 10 / t0 / °�Z ?q A,, 4'S2eS p'.OVru/ (74e/ y (0 Lv 11 - - - _ = - - - so - f IZ 7 o~c �'` v° 1• I — '� ` — W $vim' fJ JJ J J � n1: aha JJ m 9 IN: N lu. � � �•�y 7� � 8 v ��� 9 3 �° � �6� 9 ' �P �° �y� �q'l� � � �; 1� O l2 v�- La4 l°' �i1 TrAI L Al Oe�'02 ap t l I -� _ —. - -- - - -- _---- - --- --- — • - �, IZ 50' So, •sv 50' �, 7 14.7E TIAiC,9d6' S Q 7 II 1 3 11 °j >t' �y 11 ►. Q• 3 14 14 46 W v V v ) 1 4 ~ �` v 'Vi ti Q v 2 1z L? 09AWW6f UMATgS 2 4 sit 7� � / 91 Sf?)4av CONSTRUCTION NOTES 5 `'' � �' ��"' DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA 1 SAW CUT AND REMOVE PORTION OF EXISTING CURB AND GUTTER 3 SEE DETAIL, SHEET 4. 10 INSTALL 24' DIA. R.C.P. - 1000 D 5 PLAN AND PROFILE 2 REMOVE PLANTER MOW CURB. 11 "PRECAST MANHOLE NOTES' THERE-ON. CONSTRUCT MANHOLE PER DETAIL 'C" SHEET 1 OF 6 AND 3a— SAWCUT AND REMOVE PORTION OF EXISTING MOW CURB, SEE DETAIL STORM DRAIN IMPROVEMENTS �- A SHEET 1 OF 6. ,2 CONSTRUCT P.C.C. 'v' GUTTER PER DETAIL, SHEET 1 OF 6. COMMUNITY EQUESTRIAN TRAIL 4 EXISTING IRRIGATION SYSTEM MODIFICATIONS PER SHEET 6 OF 6 13 CONSTRUCTS' CURB WITH 18' GUTTER PER DETAIL, SHEET 4 OF 6. TRACT NO. 13027 3 o--- INSTALL "BROOKS PRODUCTS INC.' NO. 1218, 12"x1Er CATCH 14 INSTALL DECOMPOSED GRANITE PER SECTION G - G SHEET 4 OF 6 SOUTH OF HIGHLAND AVE. AND WEST OF ETIWANDA AVE. BASIN WITH NO. 1212 TRAFFIC RATED GALVANIZED GRATE /r�/�/�iiiii�� It 9 �'� W7.-511 SEE DETAIL, SHEET 1 OF 6 15 CONSTRUCT JUNCTION STRUCTURE No. 4 PER CITY STD. DWG. No. 333 APPROVED BY: DATE 6 CONSTRUCT C.M.P. RISER INLET PER DETAIL "B' SHEET 1 OF 1 CITY ENGINES R.C.E. N0. 24953 Q 7o-- INSTALL Er DIA. P.V.C. SDR 35 STORM PIPE. 1�--REMOVE EXISTING PLANTER MOW CURB "VINE POCKS" PER DETAIL, BENCH MARK N0. 137 �� 9� `—� SHEET 6 OF 6 �°r IKc. 14124 �`� y DESIGN , {�,; „ , ��� RECOMMENDED 18 "EAST-WEST' TRAIL MODIFICATIONS PER SHEET 5 OF 6. R.R. SPIKE IN SOUTH SIDE OF P.P. NO. 1619753E �`� cn n Esc t!�I ERs O9 -- INSTALL 18" DIA. R.C.P. - 1000 D ON NORTH SIDE OF BASELINE, 395' EAST OF DAY CREEK DRAWN 8331 UTICA AVENCI SUITE 150 SHEET cIV11. �Q �� R. C., CA 91730 (714)987-4306 ELEVATION ------------------- 1319.531 ..41E D� �AI%iU��'+I+ I>G,4 0 G OF ��`'ffr�si�i/rr CHECKED �• _._ DRAWING N0. Dante l E. ,u C/Tf� R.CIE..Nu.29224 Exp.Date M/175 Date- l 1510—D 4 q 1 ExisriAly cyB�➢ne ovE,e Sroevo P/rE 142(3 y I —1420 EX Js1`w car rf,rAzw ever 57,00 1 rm2F 4 � 1410 + ..A° ,�'`� �' alw=iw —1410 w000c./s. - ^ n i� c•s � ,< 9�.25 G.F rv,P.,.1 � .9 se S✓ v 1400 —1400 Y N vn O N „ I K� t a - r. . . ZNa. i -1-r � 7L• 2775 L.F. Sft�M PIP Z.% I � ►� PROFILE SCALES Q HORIZ. I" = 40' s V T. I 4 ER 12 13 14 15 16 17 18 19 20 v �I N X Ci 15 I 14' 14 JJ� JJ N h �' �' h 1• \ � % J r10 N37 , 7� 2 it- 1 tiXiSf 7BEE 7 — \ �� Q 7 �,III ►0��0 /1 } iI ti 7 II�Iv�, I? lr) i (r r) 17 (Tie) V 4 Q o p J153 J �� 149 141 Q146 N140 4 � I ZI Q2 I v v p • w Q v Q vs� v v a �IK lil V �► V v ,* RF.toIZD DRAWrrJy uPDAtB$ 7 ° acw 3 � b 3 3 3 DESCRIPTION OF REVISION DATE CITY APPROVED ' Z � CONSTRUCTION NOTES �• a CITY OF RANCHO CUCAMONGA J I = P`AN AND PROFILE 1 SAW " AND REMOVE PORTION OF EXISTMG CURB Arra GUr ER ` _ STORM ,DRAIN IMPROVEMENTS SEE DETAIL, SHEET 4. t O INSTALL 24' DIA. R.C.P. - 1000 D COMMUNITY EQUESTRIAN TRAIL ~ 2 REMOVE PLANTER MOW CURB. 11 CONSTRUCT MANHOLE PER DETAIL "C" SHEET 1 OF 6 AND TRACT NO. 13027 PRECAST MANHOLE NOTES THERE-ON. a— SAWCUT AND REMOVE PORTION OF EXISTING MOW CURB, SEE DETAIL SOUTH OF HIGHLAND AVE. AND WEST OF ETIWANDA AVE. "A" SHEET 1 OF 6. 12 CONSTRUCT P.C.C. '1P GUTTER PER DETAIL. SHEET 1 OF 6. 4 EXISTING IRRIGATION SYSTEM MODIFICATIONS PER SHEET 6 OF 6 13 CONSTRUCT 8' CURB WITH 18" GUTTER PER DETAIL, SHEET 4 OF 6. I IFES �`'�. APPROVED BY: DATE: _� i K.� 5/ I �y 2 v .,N INSTALL "BROOKS PRODUCTS INC.' C - �T rB - 42BS� ��`" rti 5 N L " KS D TS NC NO. 12 8, 12"x18"' CATH 14 INSTALL DECOMPOSED GRANITE PER SECTION G G SHEET 4 OF 6 ELE�! ��1 r �E. G, �� _ CITY ENGINES RC.E. NO. 24933 BASIN WrrH NO, 1212 TRAFRC RATED GALVANIZED GRATE o-- BENCH MARK N4. 137 -� �• z WT.-51 SEE DETAIL, SHEET 1 OF 1. 15 CONSTRUCT JUNCTION STRUCTURE No. 4 PER CITY STD. DWG. No. 333 DESIGN t ,. , ,;: RECOMMENDED Q 6 CONSTRUCT C.M.P. RISER INLET PER DETAIL "B'• SHEET 1 OF 1 No. 29214 `� I&K14 I� •, ENt.lNt 1 RS R.R. SPIKE IN SOUTH SIDE OF P.P. N0. 1619753E _ _ _ + 8331 UTICA AV l NC} sC�ITI 150 • d ,f a--INSTALL 8" DIA. P.V.C. SDR 35 STORM PIPE. 17 REMOVE EXISTING PLANTER Mow CURB 'VINE POCKETPER DETAIL, ON NORTH SIDE OF BASELINE, 395 EAST OF DAY CREEK DRAWN R. C.. CA 91 .30 (-14)487-4306 SHEET SHEET 6 OF 6 ETIWANDA `t ,�� •fit ELEVATION ------------------- 1319.531 4� C1V11 ��f � �- INSTALL 18' DIA. R.G.P. - 1000 D 18 "EAST-WEST' TRAIL MODIFICATIONS PER SHEET 5 OF 8. R%� Of E,AI� II1, CHECKED - DRAWING N0. C/r{� R.Cl.Nu.29224 Exp.Date 4yourDate �[¢ /510_0 51_x, t811� _ 9.501 21 � ►� �n 1 1 1 Olt/ t5p/ NIA M"',6 _ - JIV L- - _ CtlCVE 17AT4 -5 PED11L � _ i2 EA4DIt.l� _,-A�$f•'-�_ LEUC-�Tta TA►JG�Etil7_ A �15.601 29'551354 7.84.011 —4.001 37.51'49' 1.3?' 0 �¢ SECT 14 1J 11 C1 G 15.001 37.51'49� 9.911 5. ►4' TBAiL• STATioAtlS /�78 S/ fo ¢�GO.oD A9x� G�i9.2g fo ?ofGB ►. oeo2l 141Q. IDl9 5'S 1 O.G. Sr�f4GL OEC.P�40E1� d'•NL't9T,S/TO 57% Co�r1P/�CliOrf/.4rvo 7.i�E,4TE0 Q� �3 I . 4� NZ v U� iQ p h b, > ti 1u tr 0 eo v I JSt. m p p - y. L 4 142 I GONSTiZI.I GT1O1.1 ilOTES -- �) h DO°D2 ! W. J G SAW-GUT 4 cEMOVE UOTED POIZTIOW OF GI1RB S ::iUTTjTr, SEE OETAIL(s) PECE-00 4TQg1L �O TRAIL - I ti 2 QFn,tOVE ExIST�.I� Pl.A11TER Mew �ue6. (SEE flETAi�Cs) S61.ou1) I RHLoOATv Ex15TiNy IRRIGATfoN SysTrVA, SEE 514_c•ET (o. D ~'` P�rOTECT EX/ST/t/cj ft/L'fJL yPTL/S T,eEES /A/ PLACE - C.M. II II P. E15ER PEE OETAIL 19 SNFET I % o �, fti ' I - ��' /g GO11STrZUGT 81GARB } 18 GIUTTEtz P£R SEGT1oII �wN I — ^♦ ° L_J /2 Go�.lStltL1GT P.G.G. ����� L�uTTE¢ PE¢ D£TA IL 'IA. SNEr'T 1. Ir �!� 105TALL DICC61AFbSED 4RJ1+ ITE. £Er` 3F.—rio 1 ►-}£Rfc -Ot1. 1A.1T0 P)WPOS- CURIO 4 4arrEe, 9v1� PR0T7PU5/O1VS K/HfC'H MAY a • V Oi y, o� /! !n f COn/F,C�C/S W/TN/POib SEO FiOW-La'Ale OF "rvc PGDL To CA&JST.euL'TieAl 7 7 13 AJ-T6. - .A'�nw/ i G � � -4 %J J� Q do - - 4 Z - - - - c- C L SEF ik+1� IJoTE 11#'4e U6TF ;kms n 12 ,!. IZ IZ IZ ri J0J J -j J % � I %8 - �� J E,cisTin/c PGR.�/TS � 7BEES SHALL BE ,1'EMaVED TO TAAF STIT/SF,0CT/9ti/ OF To4E CITY /AJSPECTOe, y,epDE SLIRLL SE BPlxlrj/./T DOWN To SUB-f, ��IDE ��A-*, 6F P,eoMSED DECOMODSFt7 C.2.4�J)T6, T 47/6L BD T��P41 W/TN P-4j. P--e SECToA.) q-4 A!O i7BlJAJVOvED SoelA kj6'R ZIAI S SHALL P,enT,euoE pBD✓E ryE sub-«OE E'cE'�,4T�o�cl- �SU94P.,9DE = FIAISN GjYADE - 1 CITY OF RANCHO CUCAMONGA COMMUNITY EQUESTRIAN TRAIL TRACT NO. 13027 BENCH MARK N0. 137SOUTH OF HIGHLAND AVE., WEST OF ETIWANDA AVE. APPROVED BY: DATE R.R. SPIKE IN SOUTH SIDE OF P.P. NO. 1619753E ' CITY ENG R.C.B. No.2�9s3 ON NORTH SIDE OF BASELINE, 395' EAST OF DAY CREEK - DESIGN DERBISH, GUERRA dt ASSOCIATES RECOVIIRNTDBn � ELEVATION ------------------- 1319.531 CNE Exsixa Zq -------------- =I UTICA AVENUE SUITE 154 DRAWN RC., CA 11730 (`J'14) 187-4348 SHFF7 OF�— CHECKKD DRAWING No. C/T{� R.C.E. No.I- uA lip. Date gk �5/y 50' 1.17' VARIES 8' VARIES 10't VARIES SIDEWALK I O ' O Z 1� 1 �,- fir'1' -4 4 I. e%YPROTECT EXISTING rl TRAIL FENCE IN I PLACE. I TRAIL FENCE IN ILIT y—� CT EXISTING ff Q CONSTRUCTION NOTES AND QUANTITIES PLACE. &--REMOVE EXISTING MOW CURBS 60 L.F. o--INSTALL P.C.C. "V" DITCH SWALE PER ' /IV SECTION A-A. 60 L.F. No. 1212 CATCH INSTALL BROOKS PRODUCTI S ��b 77 BASIN GRATE. EA. • \ SECTION A-A . : ...:. •• : :: . ... -- O--INSTALL B" P.V.C. DRAIN PIPE. 65 L.F. t 1/ O--INSTALL JUNCTION STRUCTURE No. 4 PER E4t.1ES-MAQ TBAIt. MoflIFILATIG N GOIJCT12LAC Twit] x1oTES �U.4.V7'/T/E'S R.C. STD. DWG. No. 333 IEA• �� �j ' ' APPLY EPDXY PER MANUFACTURES x►5 G 11 Mild. S1-1 5,012-FACE- O-V �2.�E.4 b INSTALL DECOMPOSED GRANITE 10 YDS. J SPECS. TO JOIN A GUT E T. FEIJ E PosTCg� 4 rt BELOW FItJI f REtJ1 E �— (ASAMPOIJ 0EMAIIJIkh* W2110W t3EL6VJ 6jV-AHF_.) PROPOSED GUTTER .t2�it/,49,ST.4.v0 285 LF 7a—PROTECT EXISTING MOW CURB IN PLACE. 40 L.F. TO EXIST. MOW CURB. R.Q/L LOIAT/O.V 8o-- [EMOVE EX►ST• FEI.IGE SAILS f MOUNT11.11W 5ZAGK.STS 4 eELOGA-TE TO ` B INSTALL P.C.C. "V" DITCH SWALE PER MEW FEuc6 POSTS. SECTION B-B. 40 L.F. cG }--- INSTALL P.VC. FE►JCE POST P8r- VAkle-►Zo cLv_AMew1G,^ STV. PyJiy- MO. 1016-8 /Z3E.4 ►N�fA LL, DEC0Mt'4l5E9 4%41-41111 lye Ft►JGE MOST BEMevAt. AZFAS . lzS O SECTION A-A ©� SECTION 13-B®-- PRoTEell E><IST. 5PelOV_LER HEADS I LINES 1t4 PLA-CE (SER E Si4FST b Fo .C.$' ,PELOC,�TEO SPPt'C.2. Ex/ST.,slaw CU,P® 42 ME E AL LAKO 1J T. N.T.S. N.T.S. HE'40 ANO SW/�t/C JTS. _ TO.PE.fl4/it/ � NJ ' . • I L'DN.ST,PUCTit/E!•y o-- GOUSTf2uGt DR1vE AP'f1zOr>`G}I rE'Z CITY OF RJ,1..1G610 GULAMDIJ6jA $'tD p /2"X/2"�-fawetAPB No. 1pt- B. Vi. 121 R= 51 NEXT -a EY/ST. o-- REMOVE elIST106� 116Y6P TNledUe ) PnsT• MOwCu,PB �— SAW-GuT EYtST11.16� G�.1¢6 ; 6r�.1T'CE`2 i IC1rMDYE 2.�L.F HIGHLAND AVENUE L/.c/E. �SA�NE Ti'Pl �2~ '�44.q.P CONrii1/ua�9 �--re6MovE EXIST £wiD T>rA1L Go►1ctZE?E PosT. /E,Q ' .N.4TE•P/.vL� CONSTRUCT ellwi '' P MO I? EE17ETi4/ N �K --- 1 2 .C.0 W cuea (S L ,� //E,PEO ) 955 411- r rr,? .Frrr,?Ff� ri- 0 Ir f- 7 9 ' w °'• w r Z A - - Z N -� s > Q B f' F/LL /.t/ SUrNP 3 �4 — �/ — -- — - -—r,— Q N Z o —=-__ —�-- -- ---� 3 �� Q z rr- u Li u Li • Via-- —�--...——��_�� "—--r E ��—_� _� �rl 51"fL•.�,� �� / / - -T,—�,——rr—--n—--n— O Aw uj F-'• --- Q N.89'58'45"E. 1370.01' A - f � • TfR, 1\1 0, 1 :� 2 7 rs• O ' O -- 1 r J 3 8 837 8 0 J �� 1 A cn ., • 0 E s 0 �'� V,�ur.F r�-rTr.J —— 0 —— Q eas►�s , 6 �v.c. t.�trr:{Zdc 5 7-2Z�? ADD 'V"-Df7Gt�, S" w.,.l o 1 Z Q SCE�OESTA��iisT� 0 A DESCRIPTION OF REVISION DATE APPCITY ROVED 3 • G n---Tr--rr - —ter-- ---r— _ SCALE CITY OF RANCHO CUCAMONGA � _ J - -- - N Q — _„ ��—r� I' 20' lV �� -�'— -- E IMPROVEMENT PLAN IOLto .• — A E P. —� ,p` _� COMMUNITY EQUESTRIAN TRAIL MODIFICATIONS72 �- -- -- �-- SOUTH OF HIGHLAND AVE. BETWEEN ETIWANDA AVE. AND NORTH VICTORIA WINDROWS LOOP N.89'58'45"E. 1370.01' APPROVED BY.' DATE CITY ENGINEE �/V� ' v� RC.E N0. 24953 O . DESIGN 6RECOMMENDED DERBISH, GUERRA & ASSOC. Z � r `� o Zg2te a DGA CIVIL ENGINEERS DRAWN 8331 UTICA AVE. SUITE 150 SHEET DGA RANCHO CUCAMONGA. CALIF. 91730 5 OF -�s)E Of -1°�`�v11111 CHECKED 9) 047-4309 DRAWING NO. R.0 E. 0 29 224 CITY NIEL E. G ERRA 3 � , /O EXPIRES 3/31/95 DATE MATCH LINE SEE RIGHT II li II l • I NORTH VICTORIA WINDROWS LOOP I • I • I I I i I C I 87 IRRIGATION SYSTEM GENERAL NOTES 1) THIS PLAN IS PROVIDED BY THE ENGINEER SOLELY TO SHOW l I THE INTENT OF WORK TO BE DONE. THE CONTRACTOR IS HEREBY r I NOTIFIED TO TAKE PRECAUTIONARY MEASURES AS TO THE EXISTENCE AND ACTUAL LOCATION OF THE IRRIGATION SYSTEM AND TAKE THE RESPONSIBILITY TO MAKE FIELD VERIFICATIONS AND ANY OTHER I NECESSARY ADJUSTMENTS TO PROVIDE A COMPLETE AND E)0.01�4 Tr.0ic AEAJ4F ro I I I OPERABLE SYSTEM, WETHER SHOWN ON THIS PLAN OR NOT. 2ELOC�llED. I [ 2) THE LOCATION OF THE EXISTING IRRIGATION SYSTEM, (I.E., SPRINKLER I 1 HEADS, VALVES, LATERALS AND MAINLINE ) SHOWN ON THIS PLAN I I 8 6 ( £wsx rzQ�c f�L,cc rc �Ecxare> v I HAVE BEEN TAKEN FROM AVAILABLE RECORDS (CITY OF RANCHO I I CUCAMONGA DRAWING NO. 1034—L, SHEETS 7,8,9, OF 18) THE I ( J Q 9 1 CONTRACTOR SHALL COORDINATE ALL WORK TO BE PERFORMED I l WITH THE CITY OF RANCHO CUCAMONGA. 3) EXISTING VALVES THAT WILL NO LONGER SERVICE AN IRRIGATION r i\ I I STATION SHALL BE REMOVED. THE LOW VOLTAGE VALVE CONTROL LINES SHALL BE DISCONNECTED FROM THE SYSTEM CONTROLLER f i I I y R BY THE CONTRACTOR. I V 4) THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS TO EXISTING F I SPRINKLER SYSTEMS IN AREAS OF PROJECT CONSTRUCTION. � l a 0 SPRINKLER HEADS SHALL BE RELOCATED, REMOVED OR ADDED 85 o TO PROVIDE COVERAGE TO THE APPROVAL OF THE CITY OF I � E I ` RANCHO CUCAMONGA. V I I I I 1J 0 5) RELOCATED CONTROL VALVES SHALL BE OPERATED BY THE SAME r I I I I e CONTROL W(RES AS PRIOR TO ANY CONSTRUCTION. I I r I IY ( I Z °4584 w � I L kx . oI r ► h89 � o tl r y Q l 3 1.\ o I • "1 o Qr Q c. ` ► 83 ►. I . . o f l 3 I O>1 Q I I; I ►�. ¢EII VVE/CtLeGATE ExI r v A g oLIA E lu LA1.ITEZ A2E V IhI 2 I 1: I. I F y P Q I 88 �•y � K I � r� I � IAISTIILL DELOM1�OhED h I 1 W p,ls,I I -cjF-AiJITE PEE DETAIL "DlI'� >e•LocAtE Ilastl�F/► �QE110rJ OF EXIST• I¢R 1^ 5 E•ET• 1. � X1 7 h, "Lels•teEQ Cs)IITLor.T"C LE A¢ PRefoc e� 14 MATCH UNE SEE UPPER LFT 4O A 6 4 38 65 39 ON 82 66 � 1 16 ' toeo cATcy 15 BASIrLATEQgL T. GWS OUTA. VALVE. $a)(wTI06) IRCI6. ►✓AIW GLiT t CAP EXtSTIiy � %C6ti ? 11 "MOVE E15f 3 I za+ PIZW05ED eAT41 04544 LATEVAL ��----�� - ------ , ------ —�� ��� , \� — --�--- ��--� h IIml \ I " 4 4 W xw 1l I C Q ,I Q H L PTroPosED STn -m DRo,I.a \ t'20POSE9 IS°¢ > , X9.5 > �! O j0 � a f7 frrr) )7 (tYr) l� [T<P) f� (T•sr) SToevt PIPE 8 CLIT E><IST ')sll I?RI GL1T EXKT 2 d lgrl . Q V I i F `' 1 fRoroSED CATCU 15ASIW LATE "LATERAL" f PlU4. eLA7Ef'f!L° Pwy� I �[ ?TOPOSE RISER IWLET LATE1rAL ll 153 152 1 0 149 148 147 146 145 151 �LOCASE >r><�sT. e>:MDvE ExrcT �p¢INu.E.>z I y� I I GLIT e:x*T. IIEIr1 T100 �LATFCALe VALVE{S), Tire, 10To SERVICE HEADS AFFECTED r I>J ` ,I I I 1 PLLLc�. laY IiT. Z M4 ,To VALVES To If K.;TTN-tti► 3 IeeMOVE TEKT. 6 E IWV-LC-Ve 6Y6T£M ca"TtI.1t11: SgR�ICE PLANTER AREA, 1 Q11J I I r I I►.1 PLA►l E AR A. 10 Epeol*4 i6MiwKLERS IIJEST OF PLANTBV eEMOVE D-1 EXIST. PLAWTER LL £ �QI L : I 80 eFM6V5 ALL FOLIAGIE {2>:MOVE MOVJ CURB IJOT£D F M E 12R A I itJE w f , �o�o�ED �u�>✓� .L �>r � � � o� L �jgE S►�� j -� r A1.LD SlFI2W LL66 ►•FAD. /VALYE(s) ETe. a LOtJS TZucTtoU 00-rEs REMOVE EX11s1. / ¢a �• I I -_, • PLA►.lTE¢ Mbrc1 Gur~g � gYI►1� PoG1oETn I I i\ �1�-i'iLOTFLT11L 'FE►JGE �E>z DETAIL NE-1�-0►1. I I l I X I 1N I FL � O REMOVE PLANTL°R MOW CUR® r 7 9 I �' Pl°6TEG1 SeA1L MUvJ 1>•.1 PLAC.>< I I f f' 00e SNOW- CURB ReMpvAL ';RETAIL I 1 / `'vIIJE FGGILETj1 ZEt.IDVAL T �q 78 77 76 75 , . , � r \\ 74 DESCRIPTION OF REVISION DATEai y I t. CguzATE em ST. ievA. LiI-Wts) \ \\ W fo5r-P E� rcoOEAP(s) To CLEAC Ttle „ CITY OF RANCHO CUCAMONGA 31 fQoPoSED CATCH yA151►J LATERAL 1 � fRoPoSED v DITCH GILITC£f. �I 73 72 71 70 6 9 6 8 67 O IRRIGATION SYSTEM MODIFICATION PLAN �I 156 N . A . Pt � ' � �\ 4ps � � IJI 12L'weATE EYKT I?R14QT1 N LIUE1 p!0lwF c-SAV SPtIu1ClEL z COMMUNITY EQUESTRIAN TRAIL, -� Ip I \ 5-F9lQ .LER READ[s)ECC. T CLEAR d rt I reavver to A.Aee/RIE LA[ATE a �I or (tEMevE ! REcoNST¢�t7 — rF'o4�siD SEE INLET. �D0 w� RELO TIeIJ HEAD'r I? C. WE 112 We Ltc1E/ — SEE n£TAIL,SHT..�. LOLAT to N. [• WE TO �£,� ��,� �, TRACT 13027 EXIST. ILe�4 SYSTElA TO �� \� �I I cLEAe MresED [AUH --- ----- _ __-- _ SOUTH OF HIGHLAND AVE., EAST OF ETIWANDA AVE. 04SP4 LAT"AL >< � I w APPROVEDBY: - DATE tr�l-9 Q �-EY15? TtzeE[s) �— PQoposED STot2M PIPE. 1� z CITY BNG R.C.E. No. 24fs3 MbCATE E%16T MIA. 11 �TMr) D&TGN SYSSEut To urAR fid. x D_ ERBISH, OU0RA & ASSOCIATES _ 3tBC01�1�KND13D I WA N D A AVE * �� D.uw 6,yTTER,S,t: H O.G..S? PII INGINM I IVB DITC►1 40TTEE DETAILS L1'SER IuL£T LATERA( SHeeT I. 15 3 � DRA1fA �1 ���� song 150 - - - - 14) 967-4�6 SHF:'F•f 155 154 NIAIPt & or CEII�cm DRAWING No. J/oCITY XC.L No. -eW lkp. Date