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HomeMy WebLinkAbout1431-D RANCHO Ct CAMONGA SPORTS COMPLEX0 STORM DRAIN GENERAL NOTES CONSTRUCTION . NOTES QbANTITIES 1. All work shall be done in accordance with these plans, the Q-Construct 48" RCP - 1500 D. 6xe.,07 LF. City of Rancho Cucamonga Standards and the Standard 2a--Construct 42" RCP - 1400 D. 917.73 LF. 414'00 LF. Specifications for Public Works Construction, current &Construct 36" RCP - 1750 D. edition.on. Contractor shall be familiar with and shall beO- 9! 7G LF.-Construct 30" RCP - 1750 D. responsible for adherence to these Standards and Construct 24~ RCP - 2000 D. LF. /,&!r7 Specifications . Construct 18" RCP - 2000 D. --- LF. 3�IOS Construct transition structure per Los Angeles County Flood Control EA. 2. All pipelines or substructures of any kilkld, telephone Or District STD. NO. 2-D235 (see Sheet 8 ) . power poles, water meters, valves, fire hydrants, etc. , shown ' Ct+ �_Construct area drain manhole with bicycle proof grated lid per Detail 6 EA. or not shown on these plans within the right-of-way limits Or Sheet Q in adjacent areas where improvement work is to be done shall &Conscruct junction structure "B" per City of Rancho Cucamonga EA. be removed, relocated or protected in place as required at STD. N0. 509. S no Cost to the City Of Rancho Cucamonga. 10 Construct manhole "A" per City of Rancho Cucamonga STD. NO. 510. EA. II Construct manhole "B" per City of Rancho Cucamonga STD. NO. 511 . 7 EA. 3. Any contractor performing work on this project shall 12Construct catch basin NO. 1 per City of Rancho Cucamonga A0 EA. familiarize himself with the site and shall 'be solely STD. NO. 502, W - (per Plan) . responsible for any damage to existing facilities resulting �� I3 Construct catch basin NO. 3 per City of Rancho Cucamonga 9 EA. directly or indirectly from his operations, whether or not , such facilities are shown on these plans. , V STD. NO. 504, W - (per Plan) . 2 EA. FO HI 14 Remove existing desilting inlet, extend lateral and construct catch 4. A permit shall be obtained from the City of Rancho Cucamonga r' ---� -- - , basin as shown. " " Engineering Department prior to any encroachment or 1 �,� Construct local depression Case B per City of Rancho Cucamonga IO EA. IS STD. NO. 518. construction within the City of Rancho Cucamonga easement or W j, Is Construct local depression "Case C~ per City of Rancho Cucamonga EA. right-of-way. , Y• � / ��C � C C I LOCA710N� �� �W� ST[). N0. 518. Z � , , W 17 Construct drainage inlet per CALTRANS STD. D 73, Type G2 , -12.9- 30 EA.ZL > 5. All sewer, water, electric, gas, phone or Other utility W H - (per Plan) , see Sheet S for detail . laterals, mains, or crossings shall be constructed prior to i �'/.� . 'ApeFietniiqhfe! -0 paving. , �� /' - - - --- - �R�nyy 21 / on Sheet 3. 6. Compaction tests of embankment construction, trench backfill, 2 EA. 20 Remove existing brick and mortar bulkhead. compacting original ground and all sub-grades shall be Yi /' ___ __+_ performed at no cost to the City of Rancho Cucamonga. A -1 - .J1 written report with these compaction tests shall be submitted N /O� 22 Construct concrete collar per Los Angeles County Flood Control District 3 EA. 2 to the City Engineer for approval prior to the placement of STD. DWG. NO. 2-D393. base materials and/or surfacing. Z W ,,fes W f = 23 Install Alhambra Foundry m -t- E A. z manhole cover and frame NO. A-12548 or equal . 3 ' Ati eles ! 0191 7. Estimate of quantities is provided by the Engineer only for Do. � o �� ole. plop ! see 0,A\ shoeo the convenience of the contractor. The contractor shall make = I C his own determination of construction quantities before �I submitting a bid. Any item of work required by these plans AT O SF R' R' �1 NOTE - TO CONTRACTOR which is not specifically listed in the estimate of �sl quantities shall be considered as included in the other items THE QUANTITIES NOTED ARE PROVIDED BY THE ENGINEER SOLELY of work. EOR THE GONVENIEHtGE Of THE CITY Of RANCHO CUGAMONGA REDEVELOPMENT AGENCY. THE CONTRACTOR If HEREBY NOTIFIED 8. City approval of plans does not relieve the contractor fro>In ` ' TY TO PROVIDE THE AGENCY WITH A 910 RASED ON HIS OWN responsibility for the correction of error and omission V IC[N1 MAP DETERP01MATIOM Of QUANTITIES AND A GOmPLETE JOB. discovered during construction. Upon request the required �� • plan revisions shall be promptly submitted to the City Engineer for approval . A 25 Construct 8" Dia. P.V.C. Drain Pipe S.D.R. 35 (Join Stub per Arch.) 32.16 L.F. ,6@26Construct 4" Dia. P.V.C. Drain Pipe S.D.R. 35 (Join Stub per Arch.) 19.34 L.F. 9. Mork site and exterior streets shall be in a neat, clean and hazard free, orderly state, throughout construction. Site A27 Construct Junction structure per detail Sheet to of Io 3 EA. Encase Storm Drain per Encasement Detail Sheet 10 of 'lo. 52 L.F. shall be cleaned upon request of the Inspector. ©@;-- lo. Contact all Utility Companies as required 2 Working days prior. to • � 2®Construct Pipe Connection to Manhole 2 EA. excavation. Provided for your convenience are the followings Construct 6" Dla. P.V.C. Drain Pipe S .R. 35 (Join Stub per Arch.) ® 190 L.F. SHEET' j>KpL►7� A 31 CONSTRUCT 6" DIA.CLEAN OUT PER ARCHITECT I EA, A. General Telephone (800) 422-4132 _ CrnJsT2 -T "LITOO CAM H17 IDc , -T2E&Ac.N pv--�•Ivl W J CdST tP.•O1J for underground service I . Title Sheet L-ory-oop"ua gRI►T"Jcy 4w41LAgLF_ Fr.00 sr_0FkSL.D C-0- 2. Index Sheet &53s sAOD)NN Bwo. Los AkASLES CA. 90040 CL13) -tZ3- 5zas ® 380 L-F B. Southern California Gas Company (714) 529-2889 3. Arrow Route Storm Drain ,,e aPP�?ov6D �J►vE�Et.IC 2191 E. Birch Street (714) 529-7070 4. Line "A" South Portion Brea , California 92621 5. Line "A" North Portion A Sf:VZI OL OCTIE : 6. Line "B" C. Cucamonga County Mater District (714) 987-2591 7. Line "C" i "J" r�� �Evls*oO 13ti' IAAa( ISS, 1EW PLA Assoc., t1lct.tlDEs 9641 San Bernardino Road S. Detail Sheet/Line "B" Mlsc. aoT�, G�t1Gi� , ��`� �-A� St-�+��.Ts A►.to D 60 Rancho Cucamonga, CA 91730 Northeasterly Portion DELETED Ce A17D►T1�IE �D IT�Ms AS 11oT1Eo 9. Lateral Profiles TWE 11�1Dt�1 ptlAL s�!✓ETs. 10. Lateral Profiles Underground Service Alert Call: TOLL FREE 1 - 500 422 - 4133 PART-A [2130 q3 CGk1� cttD�l tlPDAT&'jj PRIVATE EtfGIML'ER'3 NOTICE TO CONTRACTORS PF_ '71ED PGB. 4PBOKJ /►ilDd l�iEO � { /MPeDt/�ME�JT�_ ?•9/ The existence and location of any underground utility pipes or !!1S A0049 GoNsr /eorft Z5---31 771)L--0 TWO WORKING DAYS BEFORE YOU DIG structures shown on this plan are obtained by a search of _ available records. To the best of our knowledge there are no existing utilities except as shown on these plans. The contractor CITY O F RANCHO ,C U C A M O N G A is required to take due precautionary measures to protect the utilities shown and any other lines or structures not shown on these plans. TITLE SHEET All contractors and subcontractors performing work shown on or • � related to these plans shall conduct their operations so that all SPORTS COMPLEX STORM DRAIN � employees are provided a safe place to work and the public is • protected. All contractors and subcontractors shall comply with v the "Occupational Safety and Health Regulation" of the U.S. 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 r contractors' and subcontractors" compliance with the "Occupational APPROVED BY: DATE 0_2#��Q Safety and Health Regulations" of the U.S. Department of Labor or III'o' l � with the State of California Department of Industrial Relations' CITY ENGINEER C"`A R.C.E. NO. (f• "Construction Safety Orders." DESIGNDE.RBISH, GUERRA do ASSOCIATES, Inca RECOMMENDED Contractor further agrees that he shall assume sole and complete responsibility for job site conditions during the course of CIVIL ENGINEERS construction of this project, including BENCH MARK �� No. 24224 �,\ p j q safety of all persona and DRAWN 8331 UTICA wvENUE SUITE 150 SHEET property; that this requirement shall apply continuously and not R. C., CA 91730 (714)987-4306 Q BOAT SPIKE i WASHER be limited to normal working hours; and that the contractor shall STAMPED S.B.Co. B.M. IN SOUTH � defend, indemnify and hold the owner and the engineer harmless OF T.C. ARROW ROUTE 1175' W/0 INT. CIVIL I y y, real or alleged, in connection with CHECKED DRAWING N0. i ¢ from an and all liability, ROCHESTER AVE. AND ARROW ROUTE ��C dg tl 0� �fll,� lit the performance of work on this project, excepting for liability Daniel E. u e ELEV.= 115¢.41 a-.r �Ifl I arising from the sole negligence of the owner or the engineer. R.C.E. 0.29224 Exp.Date 46 .2 i� 473 -42tDE arnEbutmi NIAE1521DE• CYftk- N'JV VJ n9 It IbbL.Sb 1LAT. "T" ---- — --- - - - - - _ ibi .�l3 -- - — y ISEE SHT. 3 3 91 J—- - VICTORY - _J _ LAT. "BB" ISEE SHT. 9J DRI' ' ' go Ibis ✓ - — --- — i ' t N LAT. CCN - I LAT."S" ISEE SHT.9 t 10l IEEE SHT. 3 6 9FT111HU I I I LN AT. N•V I ISEE SHT. 3 tl 9) I I I I I LA "U"JI ISEE S F 3 i 9) I I \ I I \ I I r • I Z I I \ D rn I Ill ITI ITI ISEE SHT. 91 ISEE SHT. 91 ISEE SHT. 9) c_ I � 11 N N N M M N LAT. X LAT. G LAT. F I m m I � r— — LAT. "D" N _rillt— -14 X --- CD • 21ISEE SHT. 9) I I D o � 9LAT. "D" I I 1 ISEE SHT. 91 1 LAT. "0" LAT. "K I I • ISEE SHT. 9) ISEE SHT. 1 O LA N AA ISEE SHT.7� IInk F 1 -- \ LA LAT. "M" ISEE SHT.9J • I9tr /SHT 9) rP b N . / � (SEE SHT. ) I LAT. "C " �,N 5� ISEE SHT. 9 10) " \� ) LAT. H" (ISEE SHT. 9) I LAT."E" _ LAT. "P" L —r ISEE SHT. 1 ISEE SHT. 9) LAT. "N" ISEE SHT.') LJ r LAT. "EE" • �- ------ - -,-77777= •� • i ISEE SHT. 10) 1 I 0 � T "CC" I , I O L A . I ' ' • ISEE SHT. 4,9 i 10) LAT."P" ISEE SHT. 9) `, I LINE "A" J I TIITJT •� O N m A m r I , ce ISEE SHT. 3,4 t 51 '` a I V I . C71 I , I '\ i I I •\ ' I I I till itill itil ♦ I T I I THTM I T I I I LAT. "I" (SEE SHT./O) ITI [fl I I I .\ I LAT."EE" O ----r ISEE SHT. 101 •(1 4 C I s /O I till 11111 11111 1111 " /lLAT. "L" C/� D" ISEE SHT./ JI LAT. "GG" T11T MIT IT111 MIT ' / N N ISEE SHT. OJ I ISEE SHT. 6 t 8) rn LINE B ISEE AT. ..Z., lsF q h /✓� 01 _ 617.60 LAT. "W" N00109'28'E 667.60 •, ,• ` LAT. "HH" LINE C ISEE S 7) --'�•7 is SHT. 101 _ ;; , c" l m r ISEE SHT/D K u J t K � .r A / ry N ,\ •� ` No; 29214 z 0�/) m m ,^ I n r �O \ ;��� CIV► � E C� II �a I Z?Z • s N N PART-A I I I m m = � 5Q 12/3093 Cotl'sfeua�a�1 t/PA4>F7RD _ Iry �'. Z \4 - O: /Z-7-90 CV WC7E.4 PleeeToW AF AOX'7.V APlaN �� /�,•I�''f Q I z 0 I $, s CITY OF RANCHO CUCAMONGA I m LAT. ,.Y„ SPORTS COMPLEX STORM DRAIN 4 + ISEE SHT./0,) —�-- _ INDEX SHEET •08'57'E Ld ki) 51.30 114.94 N00-08'57'E 220.00 o - = 0008'57'E 378.75 o N00.08'57'E 541.99 ' I ---- o — APPROVED BY: DATE - - - - - - - - - - - LAT. it/it/" ;A mi CITY ENGINEER O R.C.E. NO. !,1 " v'I CESICN FECOKNE_NDEJ AI DERBISH,GUERRA 3 ASSOCIATES _ 9.85 _ _ _ _ _ 330,00 i CIVIL ENGINEERS P N00.08'57'E 1656.75 - - — - - - 8331 UTICA AVENUE SUITE 150 R O C H E S T E R A V E N U E DRAWN SHEE R.C. , CA. 91730 17141 987-4306 C Z OF /O CHECKED DRAW iNG No. Dan!el . Gu R.0 224 Exp. DoteDote 1I 11110 L- o q o N SU.7F/ACE V • O 4 %'G. v vv La s=v�io h U11 31i .SCALE � /Ooll /OS /06 /07 /OB /09 //O /// //2 m v �. k v V ^oh VICTORY DR. 3 '� Q a .Z — '-.•--�"rte O � � /G qj /3 t 03, cr, zz' Zr v=,sus- y LECLA/MED ��r�' �/z�O• a wA76E L E v) �Z /79.SO�t/ � • ev V PEDPOSED/EX/ST/.cll w1we 71,N rzlo ,ort [� _ 9 c� PAy ceEE.0 CsLo•L/.cJEL P,�oJECT .zu B Rlj(/77 It r�j 006 dof� it L COI.IST. -20LLA�� \,/z 1— IL o � •moo- goy � �/d' o c � ' + �L W .giP.�PO`Y iPOUTE 0 N b PART—A \ ,� i2I�oI93 G`ac1�t,�crcTro� ua� � W . © j�EvisEv QCT•$. �A2Qov♦I 6oUTE) ��4eT � DAy ceEE•Ic. � 9./7•y/ -� CONSTRUCTION NOTES DESCRIPTION OF REVISION DATE CITY o--Construct 24" RCP - 2000 D. _ CITY OF RANCHO C U C A M O N G A Construct 18" RCP - 2000 D. o---Construct junction structure "B" per City of Rancho Cucamonga STD. NO. 509. - 12 ARROW ROUTE STORM DRAIN � Construct catch basin NO. I per City of Rancho Cucamonga STD. , -72 NO. 502, W- (per PLAN). 13 Construct catch basin NO. 3 per City of Rancho Cucamonga STD. CONSTRUCTION PLAN O _ NO. 504, W- (per PLAN): 14 STA. 104+82.33 TO STA. 110+78.75 Remove existing desilting Inlet, extend lateral and construct catch Ibasin as shown. I 15 Construct local depression "Case B" per City of Rancho Cucamonga 700' WEST TO 1296.42' OF C ROCHESTER AVE. STD. NO. 518. Construct local depression "Case C" PER City of Rancho Cucamonga �,. APPROVED BY: DATE 16 SC LE STD. NO. 518. >�d `'�n`rt�� N(= CITY ENGINEER R.C.E. No.W-1r7- - ESIGN DERBISH,GUERRA b ASSOCIATES RECOMMENDED w o s► "` _ CIVIL ENGINEERS No: IR214 8331 UTICA AVENUE SUITE 150 20 Remove existing brick and mortar /lug. DRAWN DRAWING NO. 22 corlsTeuct Coil OTE COLLA 0 PErr L..A.c-FG•v. Sl:v PvJe,. 00 n R.C., CA. 91730 1714) 987-4306 5�E DETAIL, SHEET S. �frs'j 4'VI`, CHECKED 1 Danic! Ira/ GREET .E. 2 p ate e I - .-1 .- - _ 3 Dat t � R C No 29 24 Exp. D 0 ?rcoe-e-T -1-4ezT C V "�f �/H/.f'.yEO SU.PfACE .� p ' h sF.gcE �• -- !` lr�� Tofu t „ 40 a�� p ��... i --//70 1 Q P�=/o�ocfs IIS � I � h Q = /ooG�fs ---------— tn . ' 0 ti � � h \� ti � � -• -- �� =/.3ePd�fic ��ro=/.�7..Scfs � � liE.PT. /^'=4' 1� y huh h w �. \\ � COM✓7.' .ate//.�4 L.F �B°''.t?Jr' T! 467 NS'T. 2c^G.7B �B~.P .� 9 CON.S'T. �iT2/G. �2 y.PC.� r 6 z SOC�E.P F/ELO I oo GA WEST= .SEE"S�'le 4= 9 �/D 0 Z.00 ►7 Q = II t�' P� g �► pry. A ,r 9 c W n 0 l� r wlel.4.P R�fIC 0 5 "may' /7 xdzL4_J.y r p ;� AA DA SOf`T.Q,gLL - Q, uy,. ,,,�• � G=QST � �' _ . N /� �• titi P�oPosw/F�/rueE 80 i ( ,eEc�a�MEn wAre�c u1t,E '4 1 - �• O Q � � � ji Oil T�NCN cafmAj y1 1, ` A r O v `, W .� To sGv. w/ bgt w.a' esoe 3s) I bti9 PER wAu--n >� o�! S•rZUC.TugE fNL W I\I y b o QFC o S1J f. �o of 147. "V o � Ns v • © sofr,8,q,�,� ' o M ° �h o�� Q F/ELO 0 ca 2 C I ( � - 0 3 �. c � TO.P�Y! O.f'•4/H CU.P!/ �T.4 ii ,� PART .A .e /�fw/ 1Z�'�o1C�l31�rED lJPDl1T O bl n L = �1. 4" © (41. 1MA�. �5�ELTF_V-neL 1 IPA S1'QeTs coMp�E�� q•l7 � •O � 'c.3�p Q ADD, INFo<M�I T a� AOS ED /Z 7-9D t.�} � I ... . .S'Ci4LE CITY DESCRIPTION OF REVISION DATE APPROVED it- r s�..�s' CITY OF RANCHO CUCAMONGA � c=•� C D=G�;e�47" CONSTRUCT [ON NOTES � Go�usTZUcT �N � Pv.� Cs)ve J5� s.�. � � s Fie- =/�o�' u SPORTS COMPLEX STORM DRAIN 1 Construct 48" RCP - 1500 D. CoNST¢ucT LITHOsaAPE ND-%60 TtZF�lCN DZAI1.1 ` .P=564,E 1. Construct 42" RCP - 1400 D. z w/CAST IMM �>L DOw1.i cj19ATI1Jc>,. AVAILASLE. FecM L.M. scaF%F_LV co. LINE A O I G533 BA1.1D11.11 BLVD. LOS AWEL.es <:'.A. 1>n a (213) 7Z3- SZ95�—Construct 24" RCP - 2000 D. o¢ ApP¢ov�fl E�z�v�►Le>JT. STA. 0+00 TO STA. I I+00 &,— Construct 18" RCP - 2000 D. p j Construct transition structure per Los Angeles County Flood Control District FROM ARROW RTE. TO 643' W/O 4 INT. ROCHESTER AVE. STD. NO. 2-D235 (see Sheet 8).At a— Construct area drain manhole with bicycle proof graded lid per DetailSheetAPPROVED BY: DATE: o-Constr�uct )unction structure "B" per City of Rancho Cucamonga STD. ;1irQ n�EESSi�j,��_ CITY ENGINEER R.C.E. NOIM-7— O E ! _ N0. 509. � �� 00 �?� DESIGNDER8ISH GUERRA t ASSOCIATES RECOMMENDED tt-- Io Construct manhole "A" per City of Rancho Cucamonga STD. NO. 510. E /POCi��srG/� II Construct manhole "B" per City of Rancho Cucamonga STD. NO. 511. ;w c r. � T E P. CIVIL ENGINEERS Construct drainage inlet per CALTRANS STD. D 73, Type G2, H=(per PLAN ), ; No= 29224 DRAWN 8331 UTICA AVENUE SUITE Iso SHEET Q see Sheet d for detail. Z ; R.C., CA. 91730 !7141 987-4306 lglE CIV1� ®4�`�"S• CHECKED DRAWWQ NO. :y. . 0, �.At�� Daniel E. Gue o . .... ,. R.C.E. No. 29924 Ex Date Date ( RIVERSIDE ULUEPRINT - RIVERSIDE. CALIF. Pto,�evT SrlfctT 1,04-A® ort 0 . . _ _. a Q V tV �-j n. h e 6v lb �l+"�/8 SlIrlo 401 S'l/•PF.9l'E O!/E,P L` so. ��— '''��� 3 i Ea-isr G,POU.vo `� �1�8�3 POR erVALD/A► Ply/ /r/ a dumb..Mw1010v8� i _______ ---- --- 00, - �,y �.• -- .y ��a ��"` -- ���/0 Ah Sa � =943ho �,V h F "'R.�'P Tt'= .G7' 17�t/ /ot61/lf AX-6.;7 I cPiae = 90..�cfs. 1 00 3 /� /S /moo /7 /8 -- _ I . I I i I I = CONSTRUCTION NOTES . I I se,oz. 8 � 2 Construct 42" RCP - 1400 D. Construct 36" RCP - 1750 D. Construct 18" RCP - 2000 D. Construct Junction structure "B" per City of Rancho Cucamonga STD. NO. 509. o® Construct manhole "A" per City of Rancho Cucamonga STD. NO. 510. v W n II Construct manhole "B" per City of Rancho Cucamonga STD. NO. 511. Construct drainage inlet per CALTRANS STD. D 73, Type G2, H= (per PLAN), see Sheet d for detail. y o 29 Construct Pipe Conec►ion to Manhole QConstruct 6"DIA.PV Droln Pfpe S D.R.35(JOIN SRB per ARCH J 17 10 0 v I ���\ 0 31 Construct 6"DIA. CLEAN-OUT per ARCHITECT. I tip° ^°' `q Zz �,• Construct concrete collar per Los Angeles County Flood Control Dlstrlct ---- — — q 1►� D�14 Q, V Q L--Y STD. DWG. NO. 2-D393. [ y � i �� _ SEE DE1AtL , Si-1FET AB--� 1 '' " ' •� ' �;,1 2 � \\ 'O �1 Z Z Co�)ST¢tl[.Z ��l_lTNb3cAPE HD l00" T�E►JCL1 Pit4i►J u!1 CAST LQO►J h� tijr s �0� f?EYIS�D 7 D1� _ ° "— — — — '' 1 ��h cps, Q �9. `"� \ �4 s D 1�, 1�533"gAa.4D1��IOc�. AVAILA�I.E F?-oM L.M. SC.oF6tD CD. . s T b a (�\ AP('RoV 1 5uVP E ErJT �ELEs cA . 9oodc (Lt�) X23 - 5zS5 Z= N .- 4k�p 9 ,� �` � • I w� ©FL ?807 \ ou•rc.et To MA. I V Lai29 ► a - 5 -- � 2Z 000 13- PART-A a=.aP:rlp• C>- o © jZj3ol" CowsTie"ILI�J L1PVRnED =77.98" "ed amee4e, CoUar 4,W f TRenol Dram EGE-4s . t-1-17-'?Z .� �$'TO.P�LlGT�P.�//f/ y�'�,o° ® `�� 1J �. / ? p��. �87.8� rr►ao s Q ADO r y ��c. VEgl.Pit S C0)Vf7_ HorEt Z9 � /z 740 � � O /L• 3- o N CITY DESCRIPTION ION OF REVISION ION DATE APPROVED © C i TY OF RANCHO CUCAMONGA O ,P �� �� ,�,►� .x•00 . M104 x,53 ,>-7& SPORTS COMPLEX STORM DRAIN LINE A STA. 11+00 TO 17+81.60 -�I ��o y FROM 100' s S/O STADIUM TO NORTH BOUNDARY IP APPROVED BY: G DATE O O CITYENGINEER Ro�NE DESIGN EcMMNZttE/D� �— — DERBISH,GUERRA b ASSOCIATES $ 9� �� c CIVIL ENGINEERS No: 24274 9 ZD �G D 8331 UTICA AVENUE SUITE 150 DRAWN SHEET R.C., CA. 91730 1714) 98 -4306 .S �t9 CIVt`,. �'� P' R.L. kl OF � t � F 0� (���� CHECKED � DRAWING No. i �.rt/fit Daniel E. Gue ra R.C.E. No. 29224 Exp. Date 1Io/Vf 4(Date It s�,<�T Ne 3! o F's 7.3 . ._. .... .�__ _...._��....., �j _., . ... a...<,,.,..........�.,.,.,,.a„_...,... �..�_�, � ,,«_ � , .r.. .A.,.�...,�,....�..,.,. ,.-,....,�.. ,.�,n....,,_......_.,.��..._,.�.... ..... . _.,... ,.,�w,.,., ....,....,_ N�,...�,...�...w....�... ,, .,. .��...,� , ,. . ,.».. .��,,..,ww.A..,..,,,.�._M �.,.�...,.�.... ,,.... .,,..r„..�. ....,...�. „....�.....,�..,. <M.., .,_... �.�...w.,w..�....�,.�..,.�.k.m.�,,.�,..... ,....._,_ .,... _. ,. . ......_�.. ......,. ...,.r _ ...,,.�, ... . ... ._ .. .._. � � N ESI tn 0101/ 50 1 � O v \ � 0 E�►-�sTc.�xi�� � � �� E.1'/S'T G•POU•t/O � � b SU.PF,4�'E' - 1, AVW. 1 /o, 0,011 - mac--- V s0doo /6B O Q �i GQ ........... - o.s�s M s o p98 eeI ito . � Nn s o.oioz hit .000eVE �3'' b om = =.�27cf.:r — -- - — t 4r CF_„ya_14:1n --Z;1. 67 Z2 �"!5 _X 67' O�VST. .�4rS77 x--10''SPC.� -/7SOIJ I�E.PT. tel.tS.�3" CO�t/r'T. %BP.��•G'F=. 'l27"�?C'� !_•�G7 CO•t�5'1'239.3E�F�3O'.PL'P -- /SG2�17 17 ' .fie q��G k. �, 1 �19 a 5� N it" Q: A x I 1 ,may W V o kj 0 - - 9 s-y �y \ pq 9 J \ \ n � -DB2/ " � = 80.x" /�=• T- 2:511 ti c";l7 ----------- Ilk ,e=4e_57�: PART—A © �CG1tAl33',Pll�d� cJPOA'l�D'` !t/3o/t3 � CONSTRUCTION NOTES DESCRIPTION OF REVISION DATE ITY AAROVED Construct 36"RCP - 1750 D ¢ 4 ��,....� 30" REf, _ f76& CITY OF RANCHO CUCAMONGA d � a 4 Construct 18" RCP - 2000 D. Q Sid. iNo. Snctlan structure "B" per City of Rancho Cucamonga d. oConstruct0 SPORTS COMPLEX STORM DRAIN Construct manhole "A" per City of Rancho Cucamonga Std. No. 510. �OCyES'TE�P II Construct manhole "B" per City of Rancho Cucamonga Std. No. 511. LINE 12 Construct catch basin NO. I per City of Rancho Cucamonga .4l/E/VUE Std. No. 502, We (per PLAN). STA. 0+00 TO STA. 12+27.88 13 Construct catch basin NO. 3 per City of Rancho Cucamonga FROM ARROW RTE. — 353' W/O 9 INT. ROCHESTER AVE. Std. No. 504, W= (per PLAN): 15 Construct local depression "Case 8" Per City of Rancho Cucamonga Std. No. 518. APPROVED BY: DATE Fr�rrnr ""''•t ,� Is 1111 QR�tciS��n� CITY ENGINEER- R,C.E. No. r Construct local depression Case C per City of Rancho Cucamonga �► ,�0 !'z ¢; Std. No. 518. ���� rC� CG F�� DESIGN DERBISH,GUERRA i ASSOCIATES RECOFIMENDED I7 Construct drainage Inlet per CALTRANS STD. D 73, Type G2, He (per PLAN), see Sheet Lr for detail. ��.� Q 9 �, 7",C.f) �� CIVIL ENGINEERS No 24224 1 8331 UTICA AVENUE SUITE 1504 DRAWN SNEET R.C., CA. 91730 (714) 987-4306 N R L _4_0 DF /d �J CtVil �p nt ���If Qe� CHECKED DRAWING No. `y Daniel E. Gu rr R ae ae ' �r No 29224 xp. ,4q.3 l---p (� 'Pf''OJ�r sr- meT go- 51 ®eF z7�� �p � S a v ` -- ` � (//AD en ---- --- -- �g //7O JAG P b �` = —� - 1 .D•3f0 0 b� 0 O //60 Vb V Q % x D \ h \ p xIt \ In tMIt ;' o y In X h � g`In o� o O�t�ST.i.ros L "4G7 L'O�t/ST ee- fe f"- ,0r,4 �«G COit/ST 28/.82 GF- 4";PC.d - /.SGt�O Qroo =/7'Bc.If Ile -4 Ell- SCALE • S � 3 2 / O O I 2 3 � 4 .5'T�i�ll/l��iP/�//r� ��/�l/E �igl� I , �2 C►' it it SO" Aa.aa" S . /7 b 1s s 4 w JACK BENNY DRIVE ------------ W sg a C=�°�' 143 All,90 04 00(-r/ SAT•4 �� e, STADIUM S L/NE" C Je PARKWAY PS��S6D J F1lTtlr'.E BECL.4/�✓!E� V� ', � � /`7��0//� oA-Moorderlim41 RT—A i"=eo a Uw- , b �. 4TEO �t/3o193 \�I �Q •� � A,opL. i/iro.li/AT.oF/ ,1 oOEO /Z-7-y0 CITY OF RANCHO CUCAMONGA � � CONSTRUCTION NOTES b scgtE SPORTS COMPLEX STORM DRAIN Construct 10" RCP - 2000 D. LINE "J" LINE "C" • 6 Construct 18 RCP - 2000 D. so-Construct junction structure "B" per City of Rancho Cucamooga STD. NO. 509. STA. 0+00 TO 5+12.19 STA. 0+00 TO 3+83.48 10 Construct manhole "A" per City of Rancho Cucamonga STD. N0. 510. i� I! Construct manhole "B" per Cit of Rancho Cucamonga STD. N0. 511. �6 y APPROVED BY DA TEe �� tifi 12 Construct catch basin N0. I per City of Rancho Cucamonga la A�� 7,W STD. NO. 502, We (per PLAN). ,til` !r > -�,��'{,�� /�/ G/ CITY ENGINEERAlf R.C.E. N0. � �- 13 Construct catch basin NO. 3 per City of Rancho Cucamonga :,►.Y�� �+ VlE. DESIGN RECCMMENDE:) p y DERBISH,GUERRA & ASSOCIATES '/r` STD. N0. 504, We 1per PLAN). TE,O CIVIL ENGINEERS 15 Construct local depression"Case B" per City of Rancho Cucamonga , STD. NO. 518. � ` N 2+:7`9 DRAWN 8331 UTICA AVENUE SUITE 150 ;HEED 7 16 Construct local depression "Case C" per City of Rancho Cucamonga R.C., CA. 91730 (714) 987-4306 STD. N0. 518. 1 eL.w 7 OF 17 Construct drainage Inlet per CALTRANS STD. D 73. Type G2, fjF ,�Q���t CHECKED DRAWING No. He (per PLAN), see Sheet Q for detail. �'��� Gf Ct1L� rt�i� DOMI E. u rr ������� R.C.E. o. 29224 Exp. Date Date.11J.0 . ,•qI Vol'toumrr 1211 f"d4 7111 ` I� 3/4♦S+ePt"PD." Uw(i y. a1 .�oMti uwN •M OttM• \ Q (See Nets 4 and 91 '�,nfr•rs uvw rw.ret r to.E 1I1 � �, 1h � x tt t o n►, 111�!� ; or C" Steel slop sett ,htln 1-1484 a\ ISe• f1ole 41 GENERAL NOTES 8S STEP DETAIL 1 'H'i top different•m•Nvalion Dttwtm top ovMe1 \ \ h �. Q � � � Q 4 now fine one few nor rival pu,ttr prode line hPrdeDrt•s•d. 2. For"T'wofl thickn•ss,see Table. LUNO �. 3. woN retnforcrng noo romtred whan N"B'er hes0-4a- hate Q �V limitsurvw +t+t"1ed rvomgdfh arlenglh•7'atossWathcec mplthese Ay- \iV1 v v hmrh sloe be r.,nforcad wont e1 eon 418"•cetners placed � . 11 _ d`i char a..see•of oat vhhss ottw..wee sho.n (� V .S'TO•P/1 J O.P�q//t/ - t'1__ a 5110.Nin•rams a ns"s of is less than i r indt i WIw..11• H 30,rxh+es or mon onstdt stEK+s with 1ovest rtPtO t2 inches _J above top floor•and ktghesl rung not more than 6 inches below ��- top of inlet. TM distrnncs between it" shoes not •■teed 12 wKh01 and shot,be un,Iof m Ihtough out the length of top \ •Q0�7� ALTERNATIVE ,wall Ploct steps m IM wall without on opening REINFORCED BOTTOM S. Details shown apply to both metal and concrete pipe 6 Pipels)can be placed in any wolf O�G� 7 Curb section shall match adjacent Curb f' s S. Boson floors shall hire woad ffowtf flnish andan,intrttnmt ` Q slope of 12:3 from all directions towrord outlet pipe x� / 9. Golvorntinp-See Standard Specoficotlorrs or Special J' I 11.. 1�t• 04how 412• _ _ Provisions �+ e4 9 6• 2•_0• 0 10 Cost-n-place ar Precast ofternath* is eptiend with 1 3' U"AArn T contractor.Set Standard Specifications a LLL ------- I 11. Set Inlet so that prate bars ore parallel b dirwtbfl of wL or outside die t 3-• proncopol surface flow sO W Q v 1•Ch►ornitr 12 See'Stondoo .Grote Dttaots•077-A 8 077-9 Grote a' 5 lr {r� •786"bend 7" ALTERNATIVE and Frame Details one ws+p►tts of kAi•c•thon•ove Iron `c O �� �V v 0 into wool z HALF ROUND BOTTOM end Sf••1 3•Fie"et 70 h \ x V, ti h \ 7O I M h �• 3 - l CONCRETE CUBIC YARDS ^ N h e Keys He 3' O-+oB' 0' T•6• H•ff I•+o20'-0'(T 6* t\ . � , \ - Type AAdn,mot Ade,+,«ter •t He C;fl(cY) Gpw111CY) T 2%113' Min L I G-t 0.95 0.220 1 1 1 ( 1 ) (showvmq small pipe) G-2 1 25 0. 257 3.45 0.360 \ re--=I �eO�VST. �Or�.S9«1w':tQ.r!•-� t•t6�' Ll�iv.5'T/6.S9.s« 2i!"-PlP P.0 Y GZ7i1x11- SECTION B-B G-3 103 0 220 (I) 1 11 t�0.� P� _�.s/c.fr Qa, _/s/cfr .�� SSPo�F G.S •7 9 6•bottom bend Std trrsrr,e G-4 -4 1.2 7 0.257 3.48 0560 down Into watt.\, and prate 124'1 �it/Sl. �7� ` Val ` 2�'��'. r -- --- __ - _ Ile) 1-30 0.257 3.50 0.360 . i �r��G ~��aF�oe G-5 1 02 0.220 11 1 ( 1 ) G-6 104 0.220 (l) ( I ) r Groh e4 ( j Typ•24 III Mottmurn ollowebh►M.ahf G'-0" Table based on B" 11"oe s 12 AV � ^� hr1 rbc► slab No daeuctans ore b be made to these gwonfilies because of pipe openings,different floor soc Totol9 3 ) [ - -- - J oiternonves or different curb types. t- 2'-0- [Tj 2'-Itdi'e A♦in T Il db *},� CONSTRUCTION NOTES or TY ?- STATE Of CALIFORNIA 44 Construct 30" RCP - 1750 D. DEPARTMENT OF TRANSPORTATION �-Construct 24" RCP - 2000 D. DRAINAGE INLETS 66 Construct 18" RCP - 2000 D. to Construct manhole "A" per City of Rancho Cucamonga STD. 90. 510. II Construct manhole "B" per City of Rancho Cucamonga STD. NO. 511. 12 Construct catch basin NO. 1 per City of Rancho Cucamonga STD. NO. 502, W - (per Plan) . 'v- 13 Construct catch basin NO. 3 per City of Rancho Cucamonga STD. NO. 504, W - (per Plan) . rrrPr�tl�► r �•.Net�"Mr a ----- 1 ,5 Construct local depression "Case B" per City of Rancho Cucamonga 1rsA rA1e41 1 'y _ T- r I STD. NO. 518. �_____ T• I RIM ELEV. 1 Construct dralne" Inlet per CALTRANS STD. D 73, Type G2, t� --- + 'Tri L.L"N ALHAMBRA FOUNDRY C.I. MANHO'c FRAME • H= lobi PLANT, see Sheet 8 for defdll. T AT GRATE N2 A-1254 OP. APPROVEC EQUAL. 'l CONC. Mau 6' S r� �-Install Alhornbra Foundary manhole cover and frame NO. A-12548 of sioval. A A •f NOTE: OPEN GRATING TO BE FURNISHED , t 4 I '� � IN�_T t ` I STRIP r IN LIEU OF SOLID COVER ! 7 R.G rwjr• A C Tar UNLESS OTHERW ISE NOTED WITH b 0 4� t �r � III,.c - '- l At C !Arae 4 R.C Arch aF _ row*/ co'�ft-ten m,-s_ Y3 ISOLi0 COVERING! I � •Q n V _ •. 1L �CAIe NII-tom• 3, 7D""� i" 24'DIA. SLOPE SHE:V=S DOWN i I E< /lr t _ x o X. 1 :4 TOWARDS FLOWcon9f /I of"r or orek 1 V � 0` • Ser to arch- dee ca+tl +/ \ ♦ N b � _ 3ECTION H-B ► N Ae• N u Ip C� T T ____ I NOTES '2 ' PRECAST ..ONCR:TF r \ 1 ---- -1 MANHOJ `. .. L T tmod tr r. rho Aip morph/ rip" M d*-F••ra ow eorow-r +cel I, sAIH over r e+►N Se 11• ' T o,ew rcA or r _ to I + r rr,s(ArcAl soo A/eh 3 8 ! NS as site/ lair fleet, spaNftp, Pen•rw Int raver mer /Ae tl•e/Marl N i � . � ' �/ TPS I! 1181/cwt: • I Jr� v `�,i Box to pope wrof flop to ore*-mop d bet stcrrow !• " __ I we roe • AP� ■� 7 Tj Arch b P/P•- Mot or ore* mcrtdrt. • ► 1G ---•�� � � ^_+ _ 1 /y `•fit „f LAN Arch b torch- friar of trop seclion Aer/nY the MICAS well. 1NIET T (L/V rhe b•r Afw/Iht sAaft vert rDtiferer/t /hrorFAorf the frrwftlivoo _ h" /�6�•.��'Q7" �� T, J. rAt t•wcref• fAtcAAr1f_jAa✓1 Of as follows• (t for to pipe ao►t ere* to P/Pt--tAN Vol arch or beep fetfrow wtftV rho IN • \ r/I epi TA or Tl \ warr fAicAwrst M the pile frit 4 inches is Ffrol•r, in wA,c f chs• O w • ; • 7 rT tP/re*or 1 NMt J 3;1 EL EV.IAL tencrNt /A/csw•ss fAo/l ray .nota-wrrr frsw+ /Ate tr rM rrM for =lei FL c� rV. PER PIAN 1 bop secr,em Met of rAo pipe moil A/rs t mother > _ _ 2K M #vp ,t treA cwt arch ,. arch-Mtf tf the tt;t,wrnr Pop or trtA m� I , . , . , Q , •rw --� / ltrfioot of tecA Soto 0 the fro,trif/oot wort S*01/ vary Swtfer-fr Cicr I : � • , i I'. / or ���/� �� � � {Vt r -� P fft/ AAFfs lJ bNrrtaw IAL time Mot. ��; S, rke iwrtroor srrfere shelf be sowevo cwt very owifr►o"tr bo/wrew rho ewe w"'r ' 46•i DIA. ' A / • n msocIfoort. ps-.EL REINFOR�-cp � �i '" c� a, 1� •S�. ST � SUM PAR M� S. A/pipe jewNrrt. em"Oh"toI P shlF be 3 htchot for Prot torts Of #6 mcAot C T$ PJLYPROPYLENE PLASK STEPS I �f V.�_ ' Ij s �e+ ' • ,• TYPE PS2-PF,AS MANUFACTURED I ���. .T_ �*- I+ s Isoeo�, K A or /err, IwI I DncAtt ler A/Pt t/faf over !fl DnMar. moa � I t. /;-!000 P.S.i. of SI rive. im BY W.A INDUSTRIES OR I f. Rtfrl r•wtfreNftw joorrfs of the toot trowtnsiewt of there of the bet �I� .. - • APPROVED EQUAL-SPACING t5 ' \,g � L ( fleet or trcA sttlDoa o"tt be t0*rtI /ArarPA ►AS IrtnsrlrM flftt►arra at IA• ' ( NOTE: PACE STEPS OPPOSITE �� n rtV �� T- sonfrecferi a,►,ow. sat sae. 8-0 ober.. � to pD'RpPMlif. - OUTLET UNLESS OTHERWISE OUTLET l- • no frenri►rew slrretwor 8400 N ClMtrecrrt :w occertanr• wtfh fhr Ferrero/ .. I DIRE ED /frrcfrrel wo/ts SP,I/MF to bop of arch striectrres shown M /ha pit,ecf �/_MOR.All! SUPcRxocS STD. Dopa NO. 2-0195 LT(Aprl at fII•tr T r �' �"^ '' -� i MI s G 5 cv >r. J c3. ��ti` L t'T_�= R[VistONe LOS ANGELES COUNT`( Tors(Arch/ J•t AV- 3 .. FLOOD CONTROL DfSTRtCT •v• TT _ SECTIONAL PLAN c_� ►, o h S TRAt47MN STRUCTURE e- KCTI0r1 A-A N0. 1 2500 Ps.1. CONCRETE PLAN • lCt:T101t? `ASE S'-0• DIA. r ArM two/have a AwttsAe•-tAgtl, 1=-n " '^`•'••••• � � ciferfer,014th Vol r l/wnfar crus- •c.0 o•n NO. NtxtE nA/ut,',7 �l/Jit//IOLE y� • I Z RT &vow N0 T ,✓ e,Mr'- "; NOTES - I / N••Q . •. TABLE Yo/ves tee- /, a end o-r l�oF.n o• the ego ect Q �Cde/'emelerl'o 1 11"VOOb �f3/l93 ^PPtE` roc .r cr^Nc bee.._^ c o-r CITY I 0 ' r4 A", Wet, rrrP•r aura+ •n".- ,.., n r Q DESCRIPTION OF REVISION yf I / 1 D L /. A C1onlCrelb CQN)T is rtsgrifed t•IIIIerr fele 9r n 9rvalc a ee.•,,,ae•D•F 00MA-w�, a.tn p..sv rile _ . , t ,fee►,a.ra ,r, DATE , alwrc d r diol.•+�. w•rros .r the -.rrrl.vrr•r. M APPROVED I / • o e•et/rhtn e N ` -- -I a T tinier /rtes o/ Proven "mor orw Fotrmats, twclw rover Mite,orExjst I f /? �0' 4 0110 ft. ow foot. totror*vrtrt++ Jo'^F''• ' ! . . ' /• _M �,.� go'or nrrr (.w 1 "OI atehs.e rr eaten betro ros•nrrfo- Pori arty r --��-_ / r • ' . V \ o, ,ru,dt errfl Of J/r.r lv-+r Pipe I I _ 1 I B /.O' 5 2 07*re prpes of aFf irbrit 6017e/en air)bored with o caner rfr ``�� SECTION G-G CITY OF RANCHO CUCAMONGA 24" LO' 6 ctolA`ar, L and T�IOA'Px Mose of the Aoryrr pope. D=D, or O2, s sten root/� Orr- at,err lar Por a o t7i • ,-r5 s p � .I•_ O A+^1 + 1 Oery /� r,lror lrrr++ lexe or tancrrJe vnAr�.• 1 f/I 36 /.5 p ' _ A� � II /Y fnrrw,.fr JhervnMIA'L�ICt'M'/S pTnf�ll. ' -L td.>Rfoe• l M fps_ .f airs /gtprnl r 140 tr bons err or l,pr orre s►rec,n, llerc,�,tl for .rel/ I `, , II 1(, .0is AS S r !fret rr, PAW?, end spwv or cul eor•orr, 46 15 /0 w / \ •• '• .1' , 01 n, •r•I brut .mob ► toe biewfoon I 1 57" 15' /0" 3. For pope &Wr thm 66 o stoer�l crsfar ahead'is retaui2d _�_. AIR~I •� ei'' , ' "" ^e `� X �e �, �.•t 11 Jlwrrllan, Jfrvt/Drr 60 75 // 4 Far ppe size 11101 bs'lrsd trsr next S/M ,�,,, ` .f • f �' mr0 r'hew, dr-ow, C .e.j SPORTS COMPLEX STORM D R A I N lour ra /I'r /rat Q oor rAr.s- 4 1 �' ow ew•w r w limo Dover/ o r ✓- 4r t1•Ir lima w►t r4w j / fS6 /.75 r //' w 5 O>PW reinfcrc V ave pipes 24"and less A7 damefer and an ort •�"*'•'• r 1I"e+c t C Ms _ � 1 r •1 virion 1.^. � •.-� !�, • pxs where le A is less than /O' ,,w,rr,., ti .' ' ' ,frvc►rrr.r ,/r,,, '. 'raar.rt °''0"'te"sf DETAIL SHEET LINE "8" FROM STA. II.50 r r a7Cf lit+► h 4 r qua I/ r -[rr+I•rrtrt•a wrist Ib � re,Ih neon Noe ,tw^n+ /r.,n, o amhooe or Where rer#br is re ed the damefer of the cirrubr ties ' it r Iry '�: a�eoAr,rt r,fnrl•. ,}r„rA.,. si A . + r+-•^�►,•D+ 4C/Z 9 9U' fr. s �o e.Arren►t X. . :.• \' I s 4.r.• . ,l.,,rl„r-e shaol/ be a«rat Irw relow TO ROCHESTER AVE. pi w , /-: o r••t.,n.uw o/ X. + • or' / l 1 w►Di ee+rrr'4, f w° for ,n Ane. 3-4 Cirwbr riirs mho/(be Of T2 x ant/lhvciff>rss/f B. _''hew l� ! •w e.n � s,.-' o 1 w r-oar„/ro ,atf,r _ , t • i >r� _ 'DOC rwr, or Af •1.yrs r� t� 7 WlrAen g is epint/to or less ohm DI, /Tort Irwerts and when a , `` - SECTION IDN P-P d„^.,., revano wdor aaec,h:of am. A r i3O , e 7. f o•+t+rdnrrnl, P P 1 it 9' rep- a , K:. It" APPROVED B Y- L A T Ef�r.� em..A/i nw be a^,f,rw ,f ,...,rwr. s o i and e'fa- E e.,rr 06, P / REVISIONS LOS ANGELES COUNTY r -Der all s r, iFA f " "ori.r •e.�.e►„r,arde.ran oD►r•r w,...,welt E/erot,on Aond f/evoo or, 3 ere not shown `t ..;(ly CITY ENGINEER 'A'�- R.C.E. N0. ...., .�.,..,.. FLOOD CONTROL DISTRICT !s gma'fer than Df, /oA7 soffits v A? It * t! a IYhtn �( ' r. c, rzeer [s�,•eE w•>e a e. PirprTOybeGtif/U90hYln7et0/pipe ConC/C/L• pope, Q'rePf1C1'CeC r -..o•c•M•!C Ma y / cn tit P'o,ttc♦ pron,n9a rn,t} opan,nc !Ap!; Fplt �i �% _ -- -�• DESIGN _. _. _ -. / ` R[eewEtic[s R[vis�oH• LOS ANGE�EL COUNTY ^rhes be/oFv thr boll,+, and rn/e• prpr shot- be 0 'o � � �/1 Fri RECOMMENDED ® CONCRETE COLLAR e - DERBISH, GUERRA & ASSOCIATES, lnc. r>Jft,C+^•r�,.-,t ecawe cmC•efe pipe Or asbestos cemerif pope. ' I G,7, •• ••" •••°•""•' FLOOD CONTROL DISTRICT �✓ -opo oro Jtro,9h! 9-ode F-ori+ rr+��n „mor •0 catch 1�4�` ,�< y %� .O • / r 14 � ,�•,' !p CMI ENGINEERS � y' � w•. ..e leo,. bOJrr' Or fir Odr r-cok ,n ,'tot ,:mot t� � rr,Z nee cA.•e.o':'!'r i JUNCTION STRI►CTI►Rr / r 1+ 9^ \" e, tom' FOR PIPES 12 INCHES ' c f/rvot,on J ani// be Show^ c^ the o-c•r, e-ow,n,� !►'•' 8331 UTICA AVENUE SUITE 150 9 Not fo lar used for o sire change on the main/jot. "t' NJ f toe /� I ane- -nor ,•-o-r •^o^ G ache. ct o•+ g a I�u ?4224 I DRAWN SHEET Q THROUGH 66 INCHES hr. et0 tic•• , r ti t I ove-f7c o s < R. C., CA 91730 (7 14)987-4306 ....o..o.. r ♦ I .�'r' x OF O •owwor•C •ccorr[No[o er ..... _ D.Y_M �,� , fwMrtDrl+� a Rrr, Y' o-a•,e*w t t 1 b i prcor o� 1�o*ed oaorr < ! �� ' .beet ,veer e t / n b •hr to«rr. o^d,^ e1 peer trio Dt o d c- c .-rO.O�� < -41 - PLI►N a sE4 IONS ac.�s o•rc i NNECKED --- - - DRAWING No. •ssT chit, et►u+, ac,Ntu •"_�._ 1_�:�tr1_ NONE DEG 1962iaHfET I o. PLAN �^f l i t r d- w; c>-c eC �l yt �'(�'� r��\ �`` C an re. LOS ANGELES COUNT' FIDOG CM'TnO. 05rMc* v-•.,. o••r e-r•w mop[ a=ter w hen r • •L' �e r-f, or: -Jr ®`` \f(`' f,+, C ', 't :c c• on _� c mor ��;. /,lief R.CF.. 0.29224 Exp Dole' Date e 1 11 �, h1 a � a INit it, . .1 , til\ b• � \ � � \ \ � V \�'' Q � 0 � v � � \ ,`� Q Ea-f ' s'o. \� �? ti'; I �. V I r V h GS 7� 11 V \ rO �' o ". r ;n lbl/T,e,�'TD,E TC ✓E,e/FY .. i I , tS), Q�• l�j t�- \ /s!GL• LOC.4T/p c/aF SG'o eEAa O eO —, '' y p0, I I Ll�t/T�OC7b� 70 VEe/FY i11 ,4,ec. ,/TECT weiDe TU I. I V ���JT/Oc/ O�SCOCES%i4e17 = v / C I � t 9 ____� � I • �pEie /o.PcaiTEcr P.¢� ro � c - ;I I :' h �---� F,cx•.os,.�, Piot. � ro0 �.f �O APEEx� cvr awwan.O/G 5'Mid. I , AV - �'4L• - M..1 T 1 5 P aTA Y B \ p . yCl. l ) -��O ' 1 2dJ sl pEs. •O 1 Y \ 1 - 1 ` �q NC ... - PN/$�Tf/cOJc.4e SED'VlOEJC oC TER.IvfEE rTl1�\ / d � I J r 0 � b had �.` � - I I , -�_ _ \ _ N. � \ 1, � \ \ bit 4 \ 4 \ � I - � � ,� SS GO GO 00 �, �, � 0 \ a NIt .14 J � R � � �h '`b baa �� � s_ � M \ � N 11 ., e Q� =OG c�.r. ✓icr� -/G Cfs CO�c�'T. . /fes.9� L.F/B.PISo �A lq . \ ,1• ,� ► \ \ � \ � IN C ` '� �hb h � ;�•h � \ °0covsr. /Tsoi t.� P� ,Pc.� \ o� fi�'�'i9.Ts V h Q N 4 � cor/sr/,�Z/�F chvsr. �s c, ti �.ql' 11 e; V 0' p Qire� p M V „ , Y \ - � Q s � 0 \ c � a 4 � � Z \ Q L \� O t V p (-�j\. V . �a�= B•sCff' �� p w� ..CCI V \ V tJ V N N I/ � � M o VI �►� :9 1w \\� Q h 1 . , , \► � � � 1 � • \, \ r, d\ � r � , \ y0�/l./,,sem, S �E � ' y= 1 p h h 1 \ o % .V, 8 ice. G 0 . 1 � % Q • Lco.>✓sr. �_ 4 ��-'.P�� covsr. /,�sao /v c./o c 11 % \ ill h W \ !B P tf a s SO ./ 6 lo�vs'T.C9iz \ 4.° a S SS ; P, _ /mac.fr O �u b I%� , e ;Pco W�^, �iqT. 0/ IV, \ n Ifi' �.�'i�F.S. O!/EiP q W v' \ V h 1 V VI b IN \ e; N 11 O.,&exfI\ ` �v \•� N' I V Gs TS �' h 0 CIO ^i ' ppb 0 ►� �'p►� 0 4Np'� < 11 X p �^ ' ,• \R1 ►Q \ Q (� 6v IL % 1�1 O 0 \ Ss l..- \ % tiu 405 i 's x 7 /eN,Pc.,o sx N-�NE G'O�vs'T 3�Gt�LF � 3.�GOGF F I Q ^ - ` \ O b h At `y\ .�� +� �\ 71� V Q p��, 9 Zwvo No 29224IN a LAT F \ \ ,� z,�fE c�v►� ��� �,► a s Whoff,11f • p � U g \ h 8p � 11 . � Via\ �: � \ � • � o h � '^� p corer. iso>�� 0 r\ ° \ 0 W h ��vs�r.��oi 0 /e ,Poo , M b o �, �f/�';Pc•� P,�_�,�,� PART-A 1 1 ` I ,0 -r. �a�7 � err/sr. 8 J 0 \ ` `u �"' v �tf3oj�3 /o",Ply �B';e0i? .. ' �/�1' ~ ►, -- 0 ` `j /✓ Qz�=�IoC�S. r Lj ® 2EVIS9P L4T1✓RAt_s 'IT �I•/7. (�. b Q� `3.Sc-�'p O Qiav r 3Sc� s' a v Q GHa o LAr G G ,40J/l EST" LAT CAL, -'Z-7-0 3 f0 � � 2 �;� _� `� Q \•o ,��� � CITY 0F RANCHO CUCAMONGA a 77 `�• OO��� Q.tie=48cfq �� �, �► SPORTS COMPLEX STORM DRAIN J LATERAL PROFILES Zn— ,f so h 0 ►� �'� ,, h so Nt�rAG (�' \ �' j�! (I 1 I f" p04 �l► APPROVcG BY: DATc �--- " \ as ' raeSIV h L , CITY ENGINEER aM —R.C.E. No. �1 K. DESIGN DERBISH,GUERRA b ASSOCIATES RECOMMENDED s ;^1 \ CIVIL ENGINEERS X ` CLIAM aCT /3PSLF DRAWN 8331 UTICA AVENUE SUITE 150 T R.C., CA. 91730 (714) 987-4306 SHEE /B•:PC . OF /O Tf- - ONST. S�o.99 CF \\ L�/ ` vN�E S' Ol�E.Plti/S'�"HOTEL /� '�' C D n 1 e I E. r 4e404 v /sAr rr� �' /S�G�P/Z.'/=P0 ;NECKED ' [DRAWING IJo. e.5oc7 iB-lee-Ie, H 20 G YR.C.E. P� ' ' ' -�' _ N�. 29224 Ex ��ta_ JIL!)�t• • �. �� RIVERSIDE BLUERR,NT - RIVERSIDE CALIF JrcT- EMT 4�73 Y illy n 4 !. Q c�•� ,� llfill:+Ils�� � � �T70 h V4111 It 0 7 17 xr90 ,00eoo , 000� �000000>! 0 .t!Gl \� In �!GG/ GCS \ Z.4T G IN 11 r4 V ' O 4s--f PERF. DRAIN PIPE PER �S'EE T 9l 0 , O ` I-, °00/00 � �f - �►� I LANDSCAPE ARCHITECT(TM) SO V, Ss �a S7 ILTT s=o o ,z 414f Me8 Y/P lit, Sill V 0 �O Q h ►�°. \' Z-41T. ('sEE S'f/r9� l �y v'� 8 \ lealp- 8 11= a \ ., .. c soccE.� socc�-.� �- c»»�sr. 74 4•C OIO v� O\ a �► .. L,f/O',PC. N Gl7N.ST3BBS /B'.Pl'� 36 c'p's �i G �1' �P All!.OT ly" �.� .TGG" �.�T.l" b o ��- �.4T. Z„ c $_ n r✓.e�=0.4c �►� =—� i, � �\ N� V� \ G 41 x1� 000@& ao N 8 tie � �, h;,, �. 80 ^ig ss \ ti\ w 0 : (( �•�rr9 0 �. ' 1 V 1.4 4 N N V Jill, Jill 0 ---- 6•� -�7 I I •SO 1 ( III .�S �b 1 r/S'EE S'yT 9J I D /7 R UIIt_� p /► tip .2 $ o 0 I > 0 �J A Q Q\ 1... .. 8 �J$ ' PERF. DRAINPIPE PER 4oT 6o liep ` o �� CO`s , �,� o LANDSCAPE ARCHITECT TYP. .Z74Lr r ro Q o D e o �s ,': +' Ill ` A p e \ Q M � OC k t % v5 .✓9!�'ct,c;~i ' ZiQr �' �/ Q =44��07" t o o T - 700, p o o ZS 3 `� I ze/5P, .� G �' 4� 19 �{ •SEE 7'9� 5 D COit/ST_ 22��F-/B"iP.C. �/�r/�/� \ o , / 0 0 0 o00 /\ B9' �► ,u. 9a'ao Boa'w -- A.I. 90 040 oa h � f f - b � e �,40497. .oqQ, ivccos , viae =--74 elf Q a , IJOTE t � A o lJW4�FBOM OI.B Gcu/E o�civi�/c� ro 099.S o0r/ ooemz Q' L4 r$ yPaPoo eeP. �,r�sr.��� CONSTRUCTION NOTES s yJ y p� A 0' Q� V _ «2�':Pc,� — Q ' i .v ;,' �' S---Construct 24" RCP- 2000 D. -oA/- , I 'J 70 �! .�" --� �T��y���i�OiP, ® \� Construct 18" RCP - 2000 D. ��14 . -- �QOCW�e's+TE���,���iW pB YJ\�'/i ea-- Construct area drain manhole with Dlcycle proof grated lid per detail h\5°� ,�(�\ �Q• � sheetB 1�� ,• - • . ._ .- . ,� 1 ! R1/C. f �ecJMp E ms• Ih �� A1eT�s' 'jo 17 Construct drainage inlet per CALTRANS STD. D 73, Type G2, T11E eoA�/etg� SAL-e /G6 S4/PPOLTiV* rye \Q Q�' He (per PLAN), see Sheet Q for detail. aE GLN?TEv /F 771E r, •�' yGp 23 Install Alhambra Foundary manhole cover and frame No. A-12548 or equal. ►1 I:✓SI}Tt$1'D �QIIM 1 l QV P/PE /3 L0/O GA) VAJP15,ra0arV eWXeW 1b IlPO 25P.V.C. '•'' u �,; ,� r��, v 04P. ST,020 I�)Auj. srppy p•�qu/ )dQ � Construct 8•' Dia. Drain Plpe S.D.R. 35. (Join Stub per Arch.) t , jj v 26 Construct 4" Dia. P.V.C. Drain Pipe S.D.R. 35. (Join Stub per Arch.) k -44BA2 CD.I/T t 2 27 Construct Junction Structure per Detail Hereon. (�j7oTRL. 0.7 Ohl &FC AM �/ T/-)'E RV. Q/PE SN/T�C Bic Gt1f � Te��ED � DJG I gyp. � 28 � Construct Pipe Encasement Per Detail Hereon. � Sv TAWr AJO GioeT of r/1E psi. o� � ® C'*Al Ca✓A/irrcu/ ro �.r. edA1 ' ��1cN rV dzoc t000 1 � 4 Cv1.1c1�ETE gpc�GFrc.� SE T/D+CI 8 PRO.i a"c rs P,7s7 'wE eoe� a� r vE ti`s J� s�o-e--3 N �1�+�• ��Q, ti`s �� Z8 __ bye ig�l 1 �• Q L �y• y0\ � E�e/egSEM��eJT �)ee7'•4/L (•ue��E) \j Z7 .�cl�lc7lo,c,l ---ST�tJC U DE7A/��s ��a ��E, �� G3 J �o , QIZ. tit; nIs .5'l/,PF,4CEOvE�P v O b lJ.P.4/it/ 9 M�ivl a 2 Q.3.00/ e/ T� ZZ > PARTIIIIIIIIIIIIA 3.50 4jq/5 – A �' S �W.4 h t\ o . \ s W. HGL. ooe 1!1 " " .1.Filli G r SBO -- / L/�/V �CLWS>GtlGtlduJ I �. jil Q \ uoctar� 11 AOM: l'AN.4WCT/Ul! %%DLL dE 9,00 4LL ZdcIES. [/.D.M. ® « /� ! -"�;�I- I W h V 1 - TeEcr� ST�G�G/Ty 8/14GG Cbc/Fi,CM 17� GyA 11<sE0 IAT. c-c' ( 9•�r•9/ 41 / tVt � 'h t 1 \ n � \ �1 • . 0I . , - � ,% PIS � 7 ADJAcFfT L� TE 14 1 Q ►, �, pD N \ I W s. !SLAM CITY OF RANCHO CUCAMONGA h cv�vsr/s .sof /a';Pc.•� y. ' b �'J �� �h � \ � -� -� �`�I ' � e''M�►' I .� � �c�� r � . SPORTS COMPLEX STORM DRAIN `F410 secFcr zBcfs ai Q U ti IN ti sips N4ATE12iAL LATERAL PROFILES t�/Gt7 = �SCff it P. C. \ ~ APPROVED BY: / DATE CO.risT/.�2.S2LF/B�PI� IN it `' `. c y CITY ENG INEERR.C.E. No. �W DESIGN DFRBiSH,GUERRA b ASSOCIATES RECOMMENDED evil/,Slo",X Oro 6fy1�E�c/ByP•�E-[/.Vo/STc%eBEp I A4� / ) T�P. CIVIL ENGINEERS =/7Ala C.fS. An lATEL/!/L SNgi�ED TV jeZl1W�� Wef "r—a"4 8331 UTICA AVENUE SUITE 150 �, SElEcrrAe.-ck-4-, A4wr6l s�oEi�oL G(�O� DRAWN Q A�. �♦• ���,y�v,,, ,O['Ct��t�fOG10TE BOTTOM P/� R.C., CA. 91730 (7141 98'/-4306 SHFI T T,e.F'•t/C�JCe714OA ;ll T,eE AW S'EC��C/ R.t.. ro! �o of /D _�C_ ,�,Q/,tf f/PSS. 'O/'�.C',lA/,cl P/PES. CHECKED DRAWING No. /'F- 40' Daniel E. G rr o �C541 q — �i(/0 ._ R C.E No 29224 Exp. Date ;� IL Dote If RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF AMONG S OR S RANC110 . C C A P T COMPLEX GENERAL NOTES 1 . The entire water system shall conform to the Specifications and requirements of the Cucnmongn County Water District. M ]Flo 2 . All water mains shall be installed with 30" minimum cover. 0 3. The minimum and mnximum static water pressure within this CONSTRUCTION NOTES QUANTITIES PROJECT SITE - -_ �- - - - - -� - - - System is 90 P.S. I . IOU P.S. I . , respectively. r . 4. Fire hydrant locations shall conform to Standard Drawings Y n - ^�' meq, PROPOSED RECLAIMED WATER QUANTITIES of the Rancho Cucamonga Fire Protection District Standards and /a--- Install 6" C.M.L.& W. water main per C.C.W.D. STD. NO. 30. /t7/ L.F, / I �- INSTALL 8" GATE VALVE PER C.C.W.D. STD. DWG. NO. 4. IC EA. Specifications. 2a- Install 8 C.M.L.& W. water main per C.C.W.D. STD. NO. 30. !fit L.F. INSTALL IC" r e' TEE. �_EA 5. Water contractor shall adjust gate valve covers to grade " P � � W �� � I U,,,,nu+�"'" � after completion of paving. �- Install 10" C.M.L.& W. water Ravin per C.C.H.D. STD. NO. 30. L.F. Iil IINSTALL e' f C11-:s ISO 1 DRI8 PER AWWA C-9001 M4 &-F 6. All 6" •water lines shall be 12 gage• all 8" 10" , l2" and Hot tap per C.C.W.D. Standard NOS. 11 and 11A. /D EA, FOOTHILL _ __ _ - INSTALL 6" P.V.C. CLASS 150 1 DR18 PER AWWA C-900 G'Id LF 16" water lines shall be 10 gage steel. cement mortar tined _ and wrapped according to A.W.W.A. specification C203-86, INSTALL 8' GATE VALVE 1 RT x FLG. I PER DETAIL/-SHEET S OF S. SSA C205-85. 5�-- Install 10" gAte valve w/by-pass per C.C.W.D. Std. W. S. i EA. Z /_AF . 'NSTALL 6' GATE VALVE 1 RT ■ FLG. 1 PER DETAIL,SHEET 5 OF 5. 1 fA /. Sand bedding and sand backfill in pipe zone ts required Install 8" gate valve per C.C.W.D. STD. NO. 4. 2 EA. unless native material is suitable as determined by the '� , INSTALL 8' D.1. TEE 1 FLG ■ FLG 1 I sA Install 6" ate valve r C.C.W.D. STD. N0. 4. 4 EA. ROW T ! ON +±t +uwNM District . g � - � � 61NM+lu+����!}p}L Q Install 10" tee. / EA. �^ I I A �\\ I OIW !IRA!I94J Z I/ INSTALL 8' D.I. CONNECTING PIECE I FLG. w RT. 1 1 4 S. Contractor is responsible for securing from the Cucamonga '� �I L' i",,,,,,,,,,,,,m, I County Water District copies of the Standard Specifications Q9 --- Inttall 10" X 6" tee. / EA , 1 1 itt =� - � . a-- INSTALL 8" . 6" D.I. REDUCER 1 FLG. : FLG. I I I>u' for correct installation of the proposed water system. /O Instal 1 8" tee. / EA. T _ ``T` I� +�_ _ _ __ _ ___ _ __ Lt ' 1 t1 1 1 `J INSTALL 6" 0.1. CAP 1 RT ) SSA 9. Water meter sizes to be 4"Z -5 4" ( (Dom. ) I _ _�__ 1 .,1'_ _ , � � h t" Publ is Dom. ^; Landsca c Install 8" X 6" tee. / EAA,Gr�tkt O- INSTALL a' D.I. 90' BEND ( RT 1 -�-sA 10. Pressure regulating valves required for each lot where the - ---- Q - (F -- INSTALL P.C.C. THRUST BLOCK PER DETAIL SHEET S OF 5 Co EA the water system pressure exceeds 80 P.S. I . (see Note #3) . J ;/l Install 6" X 6" tee. - EA. I -+ - 11. Prior to the acttviration of any newly constructed waterline, /3 Install 6" - 45 degrees bend. ,� INSTALL 2" IRRIGATION METER LATERAL CONNECTION TO MAIN LINE PER DETAIL SHT 5 OF 5 5 EA Z F.A. 11 L L II testing and sterilization shall he performed to comply with the ?/ ;NSTALL 4" IRRIGATION METER LATERAL CONNECTION TO MAIN LINE PER DETAIL SHT. 5 OF 5.�_CA provisions in Section 5 of the Cucamonga County Water District /4 Install 8" X 6" welded reducer. / EA. 1 EA Standard Specification. NSTALL 8" GATE VALVE 1 RT ■ RT 1 PER DETAIL SHEET 5 OF S. 6' Install 10" X 8" welded reducer. / EA. I I tM h __ _ �� 12. Prior to the activation of any newly constructed water line, NSTALL 12 P.V.C. PIPE SLEEVE* CLASS 200 1 DR14 PER AWWA C-900 110_LF testing and sterilization shall be performed to comply with G)_ Install fire hydrant assembly per C.C.W.D. Standard NO. 3. /'� EA. _ _- -__ - �J the provisions in Section 5 of Cucamonga County Water ,oPPoir .FtxirE ��a �� �*� �� �� �� �� ��•�� �� �• ��- Install 4 standard steel service and R.P. assembly for 4 (Domestic) suer / EA. District Standard S Pec t f icat i ons. per C.C.W.D. STD. DWG. NOS. 2A and 26. 13. Any contractor performing work on any project shall VICINITY MAP INDEX MAP familiarize himself with the site and shall be solely /Z Install 2" galy. service and R.P. assembly for 2" (Domestic-Public) meter 3 _ EA. BID ALTERNATE 07Q © responsible for any damage to existing facilities resulting per C.C.W.D. STD. DWG, NOS. 2 and 1A. directly or indirectly from his operations, whether or not /f Install 2" galv. service and R.P. assembly for 2" (Irrigation) meter G_ EA. such facilities are shown on these plans . per C.C.W.D. STD. DWG. NOS. 2 and 2A. 14. A permit will be required from the City of Rancho Cucamonga Road Department prior to any construction within street 20 Install 4" standard steel service and R.P. assembly for 3" / EA. right-of-way. (Irrigation) meter per C.C.W.D. STD. DWG, NOS 2A and 211 15. Contractor shall return a legible and clean set of "Am- t/ Install 4" standard steel service and R.P. assembly for 4" / EA. built" drawings each to the Cucamonga County Water District (Irrigation) meter per C.C.W.D. STD. DWG. NOS 2A and 215. and the City of Rancho Cucamonga. Z 6AIV. op. 16. Any changes in water line depth or changes concerning aaatax er C r u n STD nuCS NOS 7 -Pd 2A Cap x0rulce line at f..rr4I construction shall be reported to the Cucamonga County tes: -ad R.- P- locations and north PPA of merviep I JI no. Install lorq@ ometeF be*. Water District , and the City of Rancho CMcomonga. 17. Contractor shall notify the Cucamonga County Water District wgniv. w at least 48 hours (2 working days) prior to start of construction. ,w_.,,p_ r r v n STn marc enc 2 <nd 2A l'ap reruiEe liFre Int futifre 18. Approval of this plan by the Cucamonga County Water PlIPF m"d R P loantionm ni4d north end of sopr-A-d ce line- lastall large motor. be& District and the City of Rancho Cucamonga does not constitute a representation of the accuracy or the existence of any underground t4 Install 6" fire detector check valve With P. I .V. and vault per C.C.W.D. STD. / EA. AMM 4"Me7ry 70_fr,4V1&A4 facility. NO. 8. 4,'' 19. Pressure regulating valves are required for each lot where the water tS Install 6"fire detector check with P. I.V. and vault per C.C_W.D. STD NO. S. EA• system pressure exeeds 80 PSI (See Note NO. 3) . 4 4 v 20. A11 metered services all have an approved reduced pressure principle PreGSsutC SreAi,vEe assembly installed as the minimae backflow protection requirement . Tack weld all joints within 80 feet from end of water line on all curves and -• N.A. ) 21. Contractor will solid weld all joints throughout a curve if the radius from all angle points per C.C.W.D. STD. DWG. N0. 9. is less than 460' for 40' length of pipe or 230' for 20' length of t7 Solid weld all joints throughout curves having less than 460 feet radius N.A. pipe. with 40 feet lengths of pipe or 230 feet radius for 20 feet lengths of pipe. /"CIV 22. Contractor will tack Meld all joints 80' from the end of line, on all /aK �'41A11Oil/ 4" /'aK ,4'A[e�suet curves, and at all angle points per C.C.W.D. STD. DWG. NO. 9. (rye) EEL. V44V_W SPECIAL. DOTE Ida-- Remove existing A.C. pavement in trench area. �•S� S.F. /" P12V_2 0evistons By Dww6lal" 4%jurl•s 1 Ass•wc., • _ 1►.1Gl.uDES: ",atic. U.4es CF+ar+ges, ale.y Plan Trenching, pipe bedding, backfill , compaction and A.C. pavement trench N.A. SheI Ar14 Dele.4eIIIII w AaJ {"" s`A 4erns -repair per C.C.W.D. STD. DWGS. 30 and 31 , and City of Rancho Cucamonga STD. As Q,.4eJ oo the InA,v�Joa.l sleets. PART-A DWG. NO. 312 . - .13 Q V �Da-- Relocate existing fire hydrant as shown and per C.C.W.D. STD. DWG. NO. 3. EA. Z_ -16y !/ Relocate existing water meter service behind proposed curb and gutter and 2 EA. 3 ✓ryPAE tie into existing private line per C.C.W.D. Standard DWG. NO. 2. 4" 6" 4' NOTE: ALL SERVICES INSTALLED FOR FUTURE DEVELOPMENT NOT UTILIZED AT THE TIME A' D^ifl'R'fr, OF FUTURE DEVELOPMENT SHALL BE ABANDON AT THE MAIN, AS DIRECTED BY C.C.W.D. Abandon existing water meter service at water main as directed by C.C.W.D. . / EA. w//3c��.oroc `� 33 Install 6" - 18.4 degrees bend. / EA (rYR f _ - AP►RovED ar N•?i K>+ �+�'Y d✓ ENGINEERING :OM " E• DATE- OWNER A ATE 6.9 Do OWNER/DEVELOPER ACREAGE 34 Remove existing fire hydrant assembly as directed by C.C.W.D. . / EA. �"6.✓. 4�' d"6,y, n NOTES I TRENCH WIDTH SHALL RE CONTROLLED CITY OF RANCHO CUCAMONGA REDEVELOPMENT AGENCY GROSS 41.36 Ac. > TO TOP OF PIPE ZONE. 10500 CIVIC CENTER DRIVE Install pressure reducing station, see Detail Sheet I of 4. / EA. 3" O L TRENCH DEPTHS OF GREATER THAN S' RANCHO CUCAMONGA CA. 91730 LANDSCAPE 21.65 Ac. 4• Z y�;I SHALL NAVE ADEQUATE SHORING. 3/4:1 SLOP 3a--- Install fire hydrant assembly per C.C.W.D. STD. NO. 3, modify and install 6" Z EA. > OR GREATER j 5 >< f►GG BASE ALL TRENCHES �S �pR GREATER n on THAN 100 IN LENGTH PER CITY RANCHO OR - L` gate valve 3 feet from fire hydrant head. AOEOUATE SHORING CUCA"OI STD DWGL Glx ADEOUATE SNORING `O/sCNAlYse' M- l REVISIONS FOR CITY USE ONLY 37 Install 4" Standard Steel water main. ie+l✓r L.F. ro P��55LJICIe rl,1l-L1 5Er plcPSs. _COMPACTED _ COMPACTED DATE DESCRIPTION APPROVED INITIAL BATE '1$0--- Install 4 ate valve. / EA KEDUGINGf 51ze 6RM. feu �EsS. or� " g (1N•) FL-oW nt - DO. e%e SZ s- STREET > BACKFILL A K IL Install 4" - 57.3 degrees bend. / v,�wE (rs•I.) (/.s.l.) (FS.L) 70 GRANULAR SEDMINI 7-le- 9y rNc NATER/SEWER g / /" tp /Op Qp Q FROM SELECTED TRENCH ti SIDE MATERIAL OkeolqmO�J UPDAI Z GRD. t DRAIN a-- Install 4" - 77.2 degrees bend. / EA. 2 9" /OIO /DID 74 4 TRAFFIC 4r Install 4" - 12.8 degrees bend. / rte, .� !" /2O /00 77 _C FINAL CHECK g i•MIN. - i•MIN 4Za--- Install 4 - 51.6 degrees bend. 2 EA. N' s ' • ' NOTE' TO CONTRACTORS G"MAX A G'MAX R/W iYATCQ �JffSSUEG ,eE6UL.4T/�t/6 STAT/OA/ Tt� eC ,�-STAGE, w/7^?�I ! .� T ,T AS CONST. 4; lnstell 2" alv, steel water pipe. � L.F. AG[ a,Pt'/�lze ,-wessu.PE �C�crucAroes Amo "V"SrroiwErS. - - - � g P p PQESSUR� CE6UC,4rae5 .Si ,4L[ ,c/gve sr.41A1zrss BrCs[- The eltletencd end location of- any underground utility pipes or � ^' >R - 44 Install 2 1/2" gals, steel pipe. SG L.F. �GPL'ACt.46GE SEAT Ptructutec "how" on this plan are obtained by a search of 30 T or I THESE PLANS WERE PREPARED BY: FOR PRIVATE USE aveilahle records. To the best of our knowledge there are no r 44 Install 2" blow-off assemblyr C.C.W.D. STD. DWG. NO. 6. / EA. exists utilities except as shown on these plans. The contractor -4 r DERBISH GUERRA i ASSOCIATES INITIAL DATE °� PRESSURE REDUCING '� p is required to take due precautionary measures to protect the to "• 9331 UTICA AVE. SUITE 150 RANCHO CUCA. CA. 91730 DRAWN 10/41 �il�--- Install 2" reeoveable blow-off assembly per C.C.W.D. STD. DWG. NO. 6A. / EA. utilities shown and any other lines or structures not shown on n �6D-Y \ SEVER oR WATER MAINS/ 06DJ T 171NIss7-�3os these plans. S ►IPE SURGRADE-UNDISTURBED CHECKED (0/71 41 Install 4" P.V.C. sleeve under roadway as shown on plan. 90 L.F. NATIVE MATERIAL SHAPED TO GRANULAR 91DII FROM SELECTED NAME DATE II • STATION DETAIL N TRENCH SIDE MATERIAL Install 1 1/4" P.V.C. , Schedule 40, 'water pipe. _ f4O L.F. All contractors end *vbcontrsetortr performing work shown on or ACCOMODATE BOTTOM OF PIP . related to these plates shall conduct their operations so that all LICENSE MBEs SPC' FILE v a---- Install 3/4" P.V.C. , Schedule 40, water pipe. AW B L.F. PSwrivye!s are provided a onto place to work and the public is protected. All contractors and subcontractors shall comply with CITY OF RANCHO) CUCAMONGA r10a-- Install through wall mounted Siamese connection with check valve / EA. the "0ccupetional safety and Health Regulation" of the U.S. y NOTE COMPACTION MALL 9E 110% 1N ALL COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION (see Arhitect's Plans). Q Derertwpent of Leber, and with the State of California Department Wo ZONES UNLESS OTHERWISE SPECIFIED. of InAuatrial Relations' *Construction safety orders-0 TRENCH STABILITY SMALL CONFORM PROJECT NAME /yjr' grolt� O a TO CAL-OSHA REQUIREMENTS. RANCHO CUCAMONGA SPORTS COMPLEX W51 �,t,�S"f4lL �[ /1/1er. The civil Mag i neer shell not be responsible in any way for the contractors' and subcontractors' compliance with the "Occupational Safety and Realth Regulationa• of the U.S. Department of Labor or Underground $lrAce Alert _ SHEET TITLE _ with the stats of celiforniaDspnrt-I of Industrial Relations' N NOTE TO CONTRACTOR 1 "Construction safety orders." Call: TOLL FREE 0 Contractor further agrees that he shell sasvme sols and complete APPROVED A OV during the course of THE QUANTITIES NOTED ARE PROVIDED BY THE ENGINEER SOLELY iP.4NCy0 C!/l.Ai110NC.4 F/,PE .o�POTE�'T/ON responsibi l lty for yob site conditions • S� a� Q construction of this project including safety of all persons and FOR THE CONVENIENCE OF THE CITY OF RANCHO CUCAMONGA I>/.S�TiP/L'T rt , y 422 • 4133 DATE UNITY SE C MANAGER DAT .&-� CITY ENGINEER REDEVELOPMENT AGENCY. THE CONTRACTOR IS HEREBY NOTIFIED grope y; that this regt:ireW�ertt shell apply continuously and not � Z TO REDEVELOPMENT PROVIDE THE AGENCY WITH A BID BASED ON HIS Y N be limited to nee-iorl working hours; and that the contractor shall I APPR ED IIx DETERMINATION OF QUANTITIES AND A COMPLETE JOB. defend, ind�nm Ify and hold the oMnet and the engineer harmlet>rs _ SHEET lJ.l Eros any and all liability, real or elleged, in connection with DATE 0 BUILDING OFFICIAL OF O the performance of work oft this project, excel,I for liability APPROVEDrA- Q arising from theglige sole net►oe of the owner or the engineer. TWO WORKING DAYS BEFORE YOU DIG DRAWING Me. �'yS�"D® _ - DATE �! CITY PLANNEII 0 APO 1-107rs S/ If Cl PENCH MARK PLANS PREPARED UNDER SUPERVISION OFDATE APPROVED Q� � _ DESIGNED BY DRAWN BY CHECKED EtY BID ALTS NATE * IaA, DRAWING No - --- --- DERBISH, GUERRA do ASSOCIATES, z DRTa�s. • _.. _.__- - _-- __. ._______ Qm AOOEb .'LC40/AIEO LVATL,EMAi4/NATES AA/O Boot spike i washer CIVIL ENGINEERS BY 4LUCAMONGA OUNTY WATER DiSTRICT 90-W45-Ieelwo - DERBISH GWRRA d ASSOC. • Stamped S.B.Co. B.M. in south + _ _ 8331 UTICA AVE.., suITT Iso T.C. Arrow Rte 1175 wo int. RANCHO CUCAMONGA, CA 91730CD 114 Rochester Ave. and Arrow Rte. (71 )987-4306 Date i CUCAM GA COUNTY WATER DISTRICT SCALE WORK ORDER No. PUBLIC, AND PRIVATE WATER IMPROVEMENT PLAN ELEV.- 1158.41 DANIEL E. GUERRA ENGINEERING DEPARTMENT RANCHO CUCAMONGA SPORTS COMPLEX 1 9641 SAN BER NARDINO ROAD, CUCAMONGA, CH. 91730 �•rw st0 SHT. IAO F REV. DESCRIPTION DATE PPD DATE R.C.E. 29224 1 Dani E. Guerra •R.C.E. 9224 Exp.Date 1 (714) 987-2591 OF �3 Q CURVE DATA SCHEDULE CONSTRUCTION NOTES NO. RADIUS DELTA TAN. LENGTH � mss. �.� mss. �� ��� w ��� �� �..� �� ��s. mss_ � • /Q---- rfw'"' tZ« tG' Jam^' �'!•/4' /�d•7G' /a-- Install 6• C.M.1.4 W. water wain per C.C.W.D. STD. N(1. 3o. I r QO-- 04".40 t1' Gb' ':r/ ' / o' Instal25 Tnetall 6« fire detector check valve with P.I.V. and vault per C.C.W.D. STD. N0. 8. S3 INSTALL IC"x 8" TEE. �— l 10" C.M.1..6 W. water slam per STD. N(1. itl. 40 INSTALL 9' P.V.C. CLASS ISC I JR 19 PER A.wwa,. C-900 L 90r.A7' SLv e&l ,S'9" fflG ' //O•t'' Hut tap per C.C.W.D. Standard W)S. 11 aimi IIA. SQ--- Z74•G10' t!a Af' -Ir/a S6.//' //0. 7� (S }-- Instal l 10« gate valve w/by-pass per C.C.W.P. Std. Nu. S. tG Tack weld all joints within SO feet from end of water line on all curves and ^� INSTALL s' W. CONNECTINr, FIC,:E 1 N: x FLG I. �- JO t.40' ZZ' ZG' 5f 'P5' //S• 05' v from all angle points per C.C.W.D. STD. DWG. NO. 9. (G�}— INSTALL e' D.,. 90' BEND l MJ I. 7 Install 6" gate valve per C.C.W.D. STD. NO. 4. ,-� ew.0, t-3000, r/ „ bd�, //9• SG' assembly Z7 Solid weld all joints throughout curves having less than 460 feet radius G9 INS-ALL F.C.C. THRUST BLOCK PER DETAIL SHEET S OF S. `Gr /Yo Install fire hydrant assewhl y per C.C.W.D. Stal�cfarcl N0. 7, with 40 feet lengths of pipe or 230 feet radius for 20 feet lengths of pipe. INSTALL 2" IRRIGATION METER LATERAL CONNECT10P TO MAIN LINE PER DETAIL SHEET S OF 3. �— t7/o.ac�' tt'lb'S" o X40.77' /46./4' a- Install 2" gale. service and R.P. assembly for 2" (Domestic-Pllhl ic) meter per C.C.W.D. STD. MM. 71 )N�'ALt_ ♦' 1RR;GATIoN KETER LATERAL CONI+ECTION TO MAIM LINE PER DETAIL SHEET S OF a. I s teo.cto' at�1470'0y S7 04' //A./r' Nos. 2 and 2A. — Remove existing A.C. pavement in trench area. a-- Install 2" galy. service aiml R.P. assembly for 2" (Irrigation) meter per C.C.W.D. STD. 2! Trenching, pipe bedding, backfill , compaction and A.C. pavement trench �� �� �� �� �� �� �� �� --� 41 � 9�---- t �" j'_1*a&' t!/" �9.!X�' �' 7� DWI;. NOS, 2 and 2A. repair per C.C.W.D. STD. DHCS. 30 and 31, and City of Rancho Cucamonga STD. 05-*44' S2~ /4. 95 �•d7' ZO Install 4" standard steel service and R.P. assemblyfor i" DWG. NO. 312. ( Irrigation) meter per t.e3 C.C.W.D. STI). I)W(:. NOS 2A and 2B. ;I Relocate existing water meter service behind proposed curb and gutter and BID ALTERNATE 070 0 � 62&— last-13 « « tie into existing private line per C.C.W.D. Standard DWG. NO. 2. « . �ervi•eec 43 Install 2 galy. steel pipe. ., Install 3/4" P.V.C. , Schedule 40, water pipe. -941). FJW'S . W)S. ? eiid �A68ro sevylee lite a! I H!"Ie Bitter all4 14-P 11wetiots atit! "t.rViv end tif .0 8 MATCH LINE -�-� - - 4w - -- - - - I SEE SHEET 3 LD !O /NST•4LL B !aATc VALVC PC,P CCW.D. .fTO. NO, Q. V4 / Tb V%I6 V_IW4 FovuTiAlu B I D AL'TERN07 Q s i SOCCE•P F�ELO SOCCE'P F/ESO LL A , L ill LO -Z I o ,a,907 17A1 /6,A7' I Covne,�ro.0 SNAu c»,urx'r � t� pLoPE¢rY ~A&_,_ pLioL To �v) I ���n ��,�vviuy cA„5��ucTiar,J ro �i 0 .104744e SAnSFIzGr/oa/ex-C.e.W 42 r Yo FL6cr216AL PROPOSED RECLAIMED WATER MAIN VgK44 D 0 I •rte I � I Q �,,, � Mei t�4,rP /PN//OG 0ASEM2±/l17- T27 C G.W.D. > ti ti qg� ,�1• �'� � � I Q 7� > Nor � f � : /a' t'��•Y.V. � � - a� 1 019 I ft3 ''I ` �•'�'' ^` � �' . ~ Iii i y 5 �e, w �'} �oA Emu)vv"I�ouT Fot ve+uLa 40 /'r:4�0' W V V FDU►JTOIIJ �6C AacN'A P�A►13. (C)IEA. u 1'1 V14 f 20.00 O >q nelvrAj* �od,1N rA� PFr "!Pew. &yr) UCX CCr I p 4� �.risrio"'C�1l,�ir��•P�'C'�rI!O. W l'- I I At! W907 if/s P7'9: -7//tom PARKING LOT OD" 11 Iry > I � H/G.�/ �•PES.S'U.PE / C,C Di NliLK /� qJ� N/417?YPG i ,tG O 7"Al I .h LTU a NB9'26' ' 07E 275.16 f V /4'LT. I � O�� . 8 I .22 2"/ubuc METtR) V - ' , - PROP C[/RB I OUTT�Q 11 r ---- _ IMF— '0_;ip :�; - - - - - - - - t� h �O .;3 —\ - � 0 - I f ti ROUEIV � o ti Alp SEevICE6 To pE� sEPE2<1T1E0 To THE SATISFACTiorJ OF CC W.V,Xt 1 t� '% 1&LSPECro2 IUSTALLEP a.)SAME '•� !'/ .() �i L� L ` N TCEti1CN it f�' % It t 0 \\�; �( A R ,�, • �, ,� ,to �- ;►"�,i 3 \v Q Q REVISIONS FOR CITY USE ONLY ¢ CITY OF RANC=HO CUCAMONGA /� eI W � DATE DESCRIPTION APPROVED INITIAL RATE W c,� /I -90 C*4N 4., t!• 6 ♦Nr0• /6 STREET COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION =( - _ _. -�_ U) � � OVD, -/B 9/ [�, s� rL � s r iv ATER/SEWE PROJECT NAME ✓` v ` >< 0 U IZ-3o-� c�+�sYRuc?io UPRATED GRD. L DRAIN RANCHO CUCAMONGA SPORTS COMPLEX 4 L TRAFFIC SHEET TITLE FINAL CHECK Q R/W z AS CONST. Cr D F/SPE .�.Q�rFCT/oit/ S✓STc�N �9i�of't�!/ O B/!' A P P R 0 V D AP R ED W .P.Qide'HO CVC.4� THESE PLANS WERE PREPARED 8Y: FOR PRIVATE USEJ OWA INITIAL DATE DAT _ 0, NITY SE S MANAGER DATE/ ja�O CITY ENGINEER Q DERBISH, GUERRA do ASSOCIATES, CIVIL EN INFERS DRAWN ip I APPRO D fNEET NAME � DATE �I M a CHECKED 10/�i APPROVED DATE / B I FICIAL rA- 6 �LICENSE BER • DATE ITY PLANNER oAAwfNs N.. /431-� 0NG7- 4frfl"o BENCH MARK - PLANS PREPARED UNDER SUPERVISION OF DERBISH, vUERRA & ASSOCIATES, DATE APPROVED r �_ - D DESIGNED BY DRAWN BY CHECKED BY •= BID ALTERNATE •7o Q DRAWING No. Q �- — - ADOEO ?E�LA/MCO Y✓�lT�( Mf/M4' rTtf�T�i�c/� UCAMONGACOUNTY WATER DISTRICT 90-W45-2 Z /d�j goat spike i washer CIVIL ENGINEERS 8Y 5tarnped S.B.Co. B.M. In south DERBISH, GUERRA a ASSOC. 8331 UTICA Av>.., sulrE Iso ENGI _ oR - T.E.O. .P1�.4.P0 C04rW4 T.C. Arrow Rte 1175 wo Int. COCA GA4 y — — — - Rochester Ave. and Arrow Rte. RANCHO CUCAMONGA, CA 91730 CD "� Roches 1r Ave. (71 987-4306 Date J14110 COUNTY WATER DISTRICT SCALE WORK ORDER No. PUBLIC AND - PRIVATE WATER IMPROVEMENT PLAN DANIEL E. GUERRA ENGINEERING DEPARTMENT, CUCONRANCHO CUCAMONGA SPORTS COMPLEX ® M - E,641 SAN BERNARDINO ROAD, CUCAMONGA, CA. 91730 •�: REV. DESCRIPTION DATE PP`D DATE R.C.E. 29224 Dani E. Guerra R.C. 29224 Exp.Date �3 f (714) 987-2591 � 4;� SHT. 2AOF 5 DIETER,( H PUS' "FORMP NO '24 pr+Jee-T 1.4ItET go. 4� .F 'Z7 CONSTRUCTION NOTES r /a-Install 6" C.[i.L.& W. Mater slain per C.C.W.D. STD. NO. 30. Zfo Tack weld all joints within 80 feet from end of water line on all curves and r so "INSTALL e' P.V.C. PIPE, CLASS ISO I DRIB PER A.W.W.A. C-900 I. 3 Install 20" C.N.L.b W. water stain per C.C.W.D. STD. NO. 30. from all angle points per C.C.W.D. STD. DWG. NO. 9. 61 INSTALL 6" P.V.C. PIPE, CLASS 130 ( DR 19 PER A.W.W.A C-9001. I 62 INSTALL e" GATE VALVE I RT x FLG I PPER DETAIL SKEET S OF S. 4 Hot tap per C.C.W.D. Standard NOS. 11 and 11A. Z� Solid weld all joints throughout curves having less than 460 feet radius v 63 ;NSTALL6" G 7 VALVE RT FLG s with 40 feet lengths of pipe or 230 feet radius for 20 feet lengths of pipe . o- GATE AL E t x FL PER DETAIL SHEET S OF 8 P (, a--Install 10" gate valve w/by-pass per C.C.W.D. Std. NO. S. Remove existing A.C. pavement in trench area. I 64) INSTALL 9'D,I. TEE 1 FLG x FLG I. t� , 66 INSTALL e' x 6' D.I. REDUCER 1 FLG x FLG L .� 7 Install 6" gate valve per C.C.W.D. STD. NO. 4. 3Q Relocate existing fire hydrant as shown and per C.C.W.D. STD. DWG. NO. 3. L 6s _ INSTALL P.C.C. THRUST &LOCK PER DETAIL SHEET ! of s. " D Install 10" tee. L (TOS INSTALL 2' IRRIGATION METER LCF S. �_ :GNNECTIrN Tc /� ;I Relocate existing water meter service behind proposed curb and gutter and �/ MAIN LINE PER DETAIL SHEET s CF S. 48 � �• � SEE SHEET N 0 . `t 9a- Install 10" X -6* tee. tie into existing private line per C.C.W.D. Standard DWG. NO. 2. 71 NSTALL 2" IRR+GATIC.N METER !.ATEFAL CCONECTICN T(. 2 I 72 S cs. PRIVATE LINE- ,/ I 7 Abandon existing water meter service at water main as directed by C.C.W.D. . I 9 F S. s/6Install fire hydrant assembly per C.C.W.D. Standard No. 3. INSTALL 8" GATE VALVE RT x RT I PER DETAIL SHEET S O 33 . . /9 771 Install 20 gale. service and R.P. assembly for 2" (Irrigation) meter Install 6" - 184 degrees bend �- 1 7P.V.L. . . . . 900 I. per C.C.W.D. STD. DWG. NOS. 2 and 2A. 48 Install 1 1/4w P.V.C. , Schedule 40, water pipe. I C�- INSTALL 12' PPIPE SLEEVE CLASS ?CC 1 DR 14 PER AwwAC- D /2 /Install 4" standard steel Y service and R.P. assembly for 4w O (Irrigation) meter per C.C.W.D. STD. DWG. NOS 2A and 28. ,m t fX7x'A OG'P - TDP OF t7 _ © BID ALTERNATE •7 �' � SlIZZ-7 /o" /Z. e ' I x S.D. fid. 7451.454 � `►� •• I Ss 4' -J ___-___� TaP /' _ PROPOSED - FUTURE RECLAIMED WATER MAIN o e--- p �- - • ¢4 t Q � � •- I E�.SE�1E� /• IT I T I I I IT IT I � k� �II 3 I ra CC W.'0 O I Q 9�3G. 9G� � ,/a;Pr V _j I • I ',,36.96 � V u SOFT,B.4�L F/ECO I �0 T I TI TI PARKING LOT 'B" o • 70 �� Z / (L12_ W CC I T I T I T I I I I I 1 4 I g _ • I �y 1 �y t ��% • I /�� 3� << - - i d' �c P sa Er � o I � ti P I +lk PARKING LOT "Ew -�T �� '' �� s ✓ \. Zw Cn t y i e 5 , - '� WI./ JACK BENNY DRIVE U r�,� A D!UNI--- `�-.-_f'ARt�11i�k1�- 99.06 p0 � txr,P,o oc�Tt/- mP cti� � ► �, 'y •� 34'46'E .3GfG7 �.I O,T N89' 363.09 lleo.70 LJ11 1 . CC - PP K�µG I 11 5 I %�'� , • / • • /(o IQ� • Cat/1P��To2 sya�l Qx/rxr it I I �• I M, t c 4 M e �eopFery ou/�e PZic�ro �G I OZ, I 11 I t0 I 7L Y Q IAJAJI�c, CpusrCclC rio.J I*• ' I PR POSED RECLAIMED WATER MAIN" ro �.�� sorisr,4,criv�/o� 3 ` O�Q���, Q IJIi�6�5 ,�� N T c.�►u n 00, OF e QTS. SOCCE•P F/ELp J QI • • • • I Ji V' ' .40 14L Ij y`I AOSL ,� I Z3 4 s __ SCALE � MAT H E _-- SEE SHEET 2 �- I ARROW ROUTE PART�,A _- _ � c I► • / / � REVISIONS FOR CITY USE ONLY \' CURVE DATA SCHEDULE � CITY OF RANCHO CUCAMONGA DATE DESCRIPTION APPROVED INITIAL RATE COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION NO. RADIUS DELTA TAN. LENGTH iF �i a _ STREET - PECT E S e-- • N ATER/SEWE PROJECT NAME sP'44 15:r 4z' 2191, 7&' n•fa'f3 _ siec�cYw raPDdY RANCHO CUCAMONGA SPORTS COMPLEX ~ GRD. t DRAIN W 34Z.Oc�' t/• ZB 4!i" 64.9 7' 146.Z/, TRAFFIC W /C 3J2.0o' 1D• Z/' 30" 2¢/.O7' 4/Q.97' FINAL CHECK SHEET TITLE X 3S2.CLI' 70• 91'30' Z.M./t' 432.es' R/W 4r 3S(o.4"' 44 //' 04` /44.sO' B7-�S3' AS CONST. O/` LG' Lam" 4.47' 6.914' Fi.PE ��rECT�o si .s'YS �f �4.���Po�EO a� APPRO D AP ED� W P4.44'oG" 79.06,' /53.1:9' �P.4.NC'f!o CVe'0' 1oNG�-"z 4.0 7;;" -4/ THESE PLANS.WERE PREPARED BY: FOR PRIVATE USE ~ Q /`SSR/Cr INITIAL DATE DATE ,-_ ITY SE I MANAGER DATE p- CITY ENGINEER L a- 3S/i.zv' 70 2/'.310 t o-914, 437/lo' DERBISH, GUERR.8 & ASSOCIATES, CIVIL EN NEERS DRAWN 10/91 APPROV 0 W I CHECKED 10/SI DATE BUILDING OFFICIAL SHEET OF J • NAME DATE LI I1 t• APPROVED - DRAWING No. 4-025/_D A Q 1: E LICENSE NU BER 1 FILE DATE ( CITY PLANNER BENCH MARK PLANS PREPARED UNDER SUPERV1510N OF DATE APPROVE` D!� /' __ _ DESIGNED BY DRAWN BY :HECr E-D BY � BID ALTERNATE •70� rY gDDC'De��d-ti.�� w��rP Maid DERBISH, G_ UERRA & ASSOCIATES, / Cp ,fD.� srREeT •AME v�rd , s CIVIL ENGINEERS L/ � `� A'^ WATER D STRICT Boat spike 3 washer BY _ /!l/1 - .. TEI� ,Pstr/�9.PO CC.w.lJ MONV A UNTY90-W45-3 Stamped S.Rte B.M. in south QERBISH, GUERRA 8 ASSOC. 8331 UTICA AVE., SUITE 150 ENG RING SU VISOR _ - -- - - _ . A . _ __.. ___.._ . T.C. Arrow Rte 1175 wo int. `►D ( (4 RANCHO CUCAMONGA, CA 91730 ELEV. Rochester Ave. and Arrow Rte. SEE e/GNT CUC ONGA COU TY WATER DISTRICT SCALE WORK ORDER No. N - -� ---^ - - - -_ - Roches 1158.4; (7 )987-4306 Date M PUBLIC AND PRIVATE WATER IMPROVEMENT PLAN DANIEL E. GUERRA -�- ENGINEERING DEPARTMENT WA _.. 9641 SAN BERNARDINO ROAD, CUCAMONGA, CA. 91730 I~:�Q' g,� RANCHO CUCAMONGA SPORTS COMPLEX SHT 3A OF 5 REV BY DESCRIPTION DATE APP'D DATE R.C.E. 29224 Danie E. Guerra R.C.E. 29224 Exp.Date (714) 987-2591 P"jft ' SHCP-T ® dF 3-.6 CONSTRUCTION NOTES CONSTRUCTION NOTES CURVE DATA SCHEDULE 1 NO. RADIUS DELTA TAN. LENGTH .�-vd' �' .��" r�" wit.os' .•J1m 9. /d 60 INSTALL Ir P.V.C. PIPE, CLASS 160 1 DR IS, PER A.W.W.A. C-900 It I �_ • . w 0. Install, 6' C.M.L.6 V. rater wain per C.C.W.D. STD. NU. 30. �- 247.40' Cao /3 ,94 �9 0, I 61 INSTALL i' P.V.C. PIPE, CLASS 160 1 DR le, PER A.W.Wa. C-900 1e47.40' /f•df�' t Install 8" C.N.L.6 W. refer wain per C.C.W.D. STD. N0. 30. 03•!X7' Se- 6_411, 62 INSTALL S' SATE VALVE I RT x FLS 1 PER DETAIL SHEET 6 OF 5. �- 1a7.4o' 03"/4' 'Jt" 7,a o' L 63 INSTALL !`D.1. CONNECTING PIECE IRT x FLS 1. Install 10" C.N.L.6 W. rater slain per C.C.W.D. STD. 00. 30. 247 4o' +e,0. 4.1' Z9" G7. 97' /'12.67' I 67 INSTALL 6' D.I. CAP IRT L �- Not tap per C.C.W.D. Standard NOS. It and IIA. t -- e47 4D' -4?w/2' .33" 03•re, 68 INSTALL !' D.I. 90' SEND. t RT 1 Install 10" gat* valve w/by-pass per C.C.W.D. Std, NO. 1. - 3?6.QIC)' 3�3' /7' SE" q7.e,9' /019.14&! �- -3oq.4d' I 69 INSTALL P.C.C. THRUST DLO" MR DETAIL SHEET 5 OF 5. (V Install 80 gate valve per C.C.W.D. STD. NO. 4. 253.4037• /Z' 3.3" AS.Io' /6,411C._1r410' 7D INSTALL 2' IRRIGATION METER LATERAL CONNECTION TO MAIN LINE 7 Install 60 gate valve per C.C.W.D. STD. NO. 4. �-- 33?.QIo' 3P'S'7' /O' ya 30 l,9/./S' PER DETAIL SHEET 5 OF 5 . Q s/0-00, /q• el' 37' fP,RV /Of. 7S "'�" "DA '�'� �' �""" "'�� /D Install 8" tee. -� �- 3X,410' /O.32' 03" 3S sd' 70.97' BID ALTERNATE •7a Q �I Install 8" X 6" tee. 3e�.ee�' o/•ss• -q.9 1. s:r ' /o./.Z• I !3 Install 6• - 45 degrees bond. C ---- Jd6- 43'44' 5-0" /�4 R'�' t94.?P' /!lI/.As /P1/7.Q0 e 0/PE N.lid. � 3ev' .CXR' l/°,30' /4" „s�.'I7" //I.S9' I L /4 Install 8 X 6 welded reducer: ao' /9' t/• 37" -0-90, /oG .7,f ' f N 891'44 37" E I295.86 /5 Install 10" X 8• welded reducer. _ ` 1241.3 � r 'JO t9ro.G1D" />'JP' SO" 4S.GB' pO.GS' 54.54 --�- /p Install fire hydrant assembly per C.C.W.D. Standard NO. 3. I 3.00' ,►�\P_4�: Install 4 standard steel Servet! and R.P. assembly for 4• (Domestic) peter I +j t>76.Gt7' /40'07' 4/' 47 P1' 93.GS' I b I I (rp2 ti "_rewpr TO eewo per C.C.W.D. STD. DWG. NOS. 2A and 28. 2 �- '10,740, /,?' OID 09" !S.I7' >O,t3' � t► Install 2• gale, service and R.P. assembly for 2• (Domestic-Public) meter 34 3094?' D/' 16' /3" 3.43' re.061 per C.C.W.D. STD. DWG. NOS. 2 and 2A. a-- 3D9.4d' 39''32 /G" ///.t3' P/3.51' 1 • // t4� PARKING LOT F Xo 29�.a�' go.e9' /s7d3' 1 Install 2" gale, service and R.P. assembly for 2" (Irrigation) meter L. / 1• per C.C.W.D. STD. DWG. NOS. 2 and 2A. I I a Q4Q /6210 t4 Install 8" fire, detector check valve with P.I.V. and vault per C.C.W.D. STD. I 9� No. 8. ' G� * G ,v 1 /4t `� I Tack veld all joints within 80 feet from end of rater line on all curves and from all angle points per C.C.W.D. STD. DWG. NO. 9. -- l, j ri - - -- - I'S� I Z1 Solid weld all joints. throughout curves having less than 460 feet radius 3 l,7 Z with 40 feet length• of pipe or 230 feet radius for 20 feet lengths of pipe. ' I Remove existing A.C. pavement in trench area. V J Remove existing fire hydrant assembly as directed by C.C.W.D. . 1)p�' � install pressure reducing station. see Detail Sheet 1 of 4. 3 L „[� �lP� O3b ---- install fire hydrant assembly per C.C.W.D. STD. N0. 3, modify and install 6" `Ot OA I ^ I %r �� gats valve 3 feet from fire hydrant head. PARK NG I \ _ / /. ♦ � 1 ' 31 Install 4• Standard Steel rater wain. \JpiE Install 4" gate valve per CC.W.D. Std. No. 4. Install 4 - 57.3 degrees bend, _ Iy I Q y 0 Install 4 77.2 degrees bend. - h \ 1�� I W �' 41 Install 4" - 12.8 degrees bend. I Install 4• - 51.6 degrees bend, / �1 , 43 Install 2" gals, steel rater pips. j tG - r /G .�� Zb / � 1�1� �- Install 2 1/2• gale. suet pips. N S(�, 4S Install 21 blow-off assembly per C.C.W.D. STD. DWG. NU. 6. s� � �g1 5� a-- Install 2" rewoveable blow-off assembly per C.C.W.D. STD. DWG. N0. 6A. �` ^ O' � , 2� / Q. 47 Install 4" P.V.C. sleeve under roadway as shown on plan. `I `�1 m I / !� I a-- install 1 1/4 P.V.C, , Schedule 40, water pips, r CQNI , I 41 Install 3/4" P,V.C. , Schedule 40, water pipe. V �4 /(7 Install through wall mounted siamese connection with cluck valve - 7-0 G �� 80 (see Arhitect s Plans). ' ��c •� 51 ILICTALL 11 1 AX11 STEEL PIPE. Q \ � T �" 4*0'. situ 40W. t ` f^ 32 - 4 ` •� 53 INSTALL 10' x e" TEE. 41 65 .ems, Pr � 99• BASEBALL FIELD50 ` J� ►� t2 - ro1,oCATW 40 Sea . 1400 28 � 69 3� � �0 ' S �j u�lSP_ h\• �• �sep� CS �9 � 44 ��� p � k ►' �. r" 1 ' '` kb ppMESTIC SERVICE ` /307 0' _ � tlle'3dt��E `• '� ,-PRIVATE 5� / � �• ? ea / 2r /s�o7�4'>{PiPe 1 ,�44K .�, - - i --- ---- - - ,�.�•,4, os,, //14 , Sk2��r d310 6� 4 eE-X/Ac/ e PAPE sro. a c. 1 W v w. - 3 .� 16 q ►. N /O'W/DE rA1'EMEAiT TD Ce w..O. 1 ¢f.�71 w �` J S �.est '� a S -�f s-�"� z 33 s�.,o I - 43 ' lu - -- IB t"=4SCP Mt'TEQ l9 _ 44 3 - --- PROPOSED RECLAIMED WATER MAIN 1 , 39 •� /' l,0 lell, /7SZLT. : W -- 49 q � � - 's2 IG W �- _ sz7 O-rOD.CX, A/.W. tij PoivT I y -- - -,�, h� �P "' y. coNcesslQN I /� 47 C 3 -�- e,8 �b 1 �� �k`J �G �� r CB• / x `-� - _ P j I V -- ,��( I e•� ,/ �� � -P41 �I 26 Z �� 3 \ s�\�o PRIVAT FIRE SERVICE�� X 1 4E _ - -- L p� �' r �° I / �� o _ _ 43- -Fere RECD 4 u' I O b� I o c. ri.n 'eEc 4 4� MED W " �` q P ,Q rER MACD - 1171 h . T,y �' J oI Q ti c s� ��. "s _: Ivq Togo In atI I �, �°h;•vT ES sl,- �� >'t.7 4 T �S •-�� // o I 1 g ( I _ y'r,� Pe Ir/ ,e s vier '� PT RES Fe JJMS 2 ti I $ - - _ _. �•'I•"�7V,4T�' w•or�',e .s2"rvicc mac.c.. r�..rc� _ �F _a--'L � rc% /9•.38'.30~� >� �-tee �., '�"PAR -A _ s '_49 aa`ass� ;✓ sco�E So�rB.�•� 1 3 ' REVISIONS FOR CITY USE ONLY CITY OF RANCHO CUCAMONGA `�'�� DATE DESCRIPTION APPROVED INITIAL RATE �•S, � ► � � � COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION 0. � /t,•i}- I STREET PROJECT NAME - kC:>* ATER/SEWS RANCHO CUCAMONGA SPORTS COMPLEX W � .So. _17zr1�LL a' ��I�t�1Cf/O!5«��T Q GRD. i DRAIN TRAFFIC i'1r1 1 , I I &, F/ELS FINAL CHECK SHEET TITLE Sam _ _ ..� - A/W - MATCH LINE SEE SHE T -- AS CONST. � I F/.PE �R�rEc'T�o�c/ ,S'/�S12riy/ � .P4�E0 BIS• A P P RVVID A P VE W eY/CA1.4ye" t."GA F/.PE .PorECrio.✓ T14ESE PLANS WERE. PREPARED BY: FOR PRIVATE USE G a Z DLRB1SH, GUERRA & ASSOCIATES, DATE MUNIT V ES MANAGER DATE CITY ENGINEER z INITIAL DATE - ',�- s-.�__ APP OVER W I CIVIL GINEERS DRAWN 10%!1 SHEET pp W I �r CHECKED 10/11 DATE I- ILDI OFFICIAL r NAME DATE 11 • APPROVED ' LICENSE M9ER [ s>t FILE DATE CI PLANNER DRAWING Ne. [, ADD 3"t /�i" SEtvicZ BENCH MARK PLANS PREPARED UNDER SUPERVISION OF DATE APPROVED �� /�!; l DESIGNED BY DRAWN BY CHECKED BY BID ALTER TE �► 14 .D (:�AWIN�= N,, m R;pc -AIA-4- w:orc a Moiv`T 7rfecr _- DERBISH, GUERRA & ASSOCIATES, A LA64� feS. gags. _ _ - il�f/ Boat spike & washer CIVIL ENGINEERS ! - V MONGA OUNTY WATER DSTRICT 90-W45-4 a _ BY ��I --- --- 'Pel -10. .P1WIIPI.Plo CCif!O. Stamped S.B.Co. B.M. in south DERBISH, GUERRA 9 ASSOC. 8331 UTICA AVE., su1T7 Iso -T _ .- -._ ... - T.C. Arrow Rte 1175 wo int. - ------ - RANCHO CUCAMONGA, CA 91730 ENGIN ING SUP ISOR Rochester Ave. and Arrow Rte. SEE ,2/G�/T ( 4)987-4306 Date 1111 s CUCAM GA COUNTY WATER DISTRICT SCALE WORK ORDER No. PUBLIC AND PRIVATE WATER IMPROVEMENT PLAN CD 114 Ict O ELEV.= 1158.41 DANIEL E. GUERRA "�. ENGINEERING DEPARTMENT SHT DATE 8Y . 4A OF S REVISIONS APP DATE R.C.E. 29224 _ Da iel E. Guerr R. , 29224 Exp.Date 11 9641 SAN BERNARDINO OA9D, 2U5CCAMONGA, CA. 91730 ��s�° RANCHO CUCAMONGA SPORTS COMPLEX, r ' 93 v • -oJ rt�- 5r-leer ggI ,. !� . � O f 2 LOCATOK w1KE yENLORAL MOM lip A Copper Wire , 12 4.W.c1., 16 -to be 1au4 on 4-op a ike � ►,/11►.!• / reclaimed Witar Line, Wltb ConJacthng Connections t. r the Valves and re o) oun sin s o _ � a ccs W P� e d �h c A/1 t l 1 . tnfervals. � � �G SEE �CtiI:DU1.E � . I t +VIA. -4 Fire : 1 1 Veer. C t �/alve Bahr A�em6Ly VALVE SIZE DIMEIUS1a 1,I IIS 1 i Cb n e(T?7 ti(![{h CG.�(!• apQ�2 gDD1T1�UAl. Sfio �' ( B1.a� AS I aQ Iwg. -4. Valve Bax ►� - N 11 E.0 1 MariGad Kl�fh I�IIC11:t M D D't¢ T>GD i SWELL be 4 9lee0harn A.W W A. Flari eJ G11 3mal1er 'TYPICAL1211 EAZ 1AJ SUirr-AG E TYIGAL P �o =11.E TYPtC4 � T610 or VAL.yFs . )�csi Lend fledge _ IALve w- a, - ;4s-o or APPreved • ladrbs wiAr,�W lieR/IeAAOW WOT1:S: Thri1~li 151oo11s. Searing ftwtaae • I A •1n/J r� Fho.ndc Vsl/e SEe�r+ fcrc�ens(ens �l' Dubh to �LiGEF PIPB 9tLE 9�° iiEliD TE§• EIJV CAA LO irK/tre Valve nu{ exceeds 4 Feet. Extens[>ns 6"ha11 Q� valve eddy ComPor m to C.C.W.P. std •1wg no. 4a . Elsr� Vh=[t laonc�- Vsr � • � � NOriZ.- Vtr{ bM �'-�" - t'-s" 4'-e"-tb" r'-o" • t'-o" C I asp ha" o�5ncKEic Anchor Block � / 4 valvei io be F[t(in_-s � q M e _ " Wnercv Possi6Le sin FZ xMJ Valves- e10--, alv - ;r-0 :d 1r4r -br I�-6 n A b �., C1as-s $ cbnerefe Ar>r.lr.r #4 Steel QG146rc[ng Coated ated e 8t nc 1c D` / Concrete Shall Be PLaeed ° • With Ivl[nn. Mining f Vtdnufac{ur[ng . .o i2" ,{ ,2h 8e AS no 'to \\ , EC-Z44, Koppers Co. $[{umas{rc 1.1e. `Q I PL.A4.1 I 1 { 3{urb 1' O5 or A ved f4uNAI-EW OKZi-y -rO 5 - 1 v Iv F 1 �, • a c I e of N �. T l a 8 ( P ( u Y ) � EX ark nForcd tfarm;- �r � 1� G r E►JD GAP TeE/JClJ W/OT// Gjate VAIve VJ p C.C. Anchor Thrust tLack pat a i 1 s_ aria ttowu - --- �ECTl0h.1 E P u C e 11y'j- "S/t a war P/sus•) ,+ M x" x tX• X 'f" TEE 'i'. Service Shalt -1�3- -qrrW(: I.,ne i Gate Vallvc Ft•r Detail Above waEcr Serv(Cc AFt-er Strap - f `� ` - Shall Gonr-orM With C.0 v4 D. I CD?IPdCfP� AS. --o'/LL '3j(f 1 or e,re a ter or Std dwg no. Q. �-.------'�� �, � Adequate Shenng. PremAininc1 water Service to ��� w /S 1 Meter ShBl1 Conirc m to 40eQerlaimt� K'afer Service ` / �� ' C.C..�J.D. std d w'af. Ito 213 : W" �nTE I _ ti In(tial Backt �� yranatar Marnune (Size per QLanS) r � 0eddmg From trench Side I e �. i..in rn .0 Ma4er�11." µDching \\ � t ! `l`11 i h„rq��.Nl1itIllllil� _ JAMES J61JE6 cf-60PAwY J-'179 J 'Ill i `I,� 41,All. -- PIPc Bedding (4u Sand ) DoiAble _'%Liconc bronee S tear and Bronze ►.lute or Aprreve4 Equ,vA��n(T• t" u4e4er Connec4ion to M alnLine 0etatl _. 3" to 4" Me4er C.nnectbzm -Es Matnlhnt Detail ripe Denting- DetBtL L . -- -_-� - �1�_..r��� .rr�+rw.����I�lw ns��P11� -� �Il�u[�[.I�. a.f• (IJO SCALE) - C�o SCALE 5--- Proposecl Reclaimed Water line General Motes 1. The top of the reclaimed rater main pipe shall be a alrhiwam of 45• below the finished the following tolerances: C. varied Piping werniva Tape 4. r care shall be used to dawn i■ handling. view! swat act Proper pn�*t ge w6• n+g. placing 14. Pipe levator etre shall M copper tie. 12 A.II.a., sed shall M laid slenhg the street grade unless indicated otherwise on the plans or directed otherntse by the pipe. Tools and equipment satisfactory to the District Representative top of the reclaimed water pipe and wrapped aroto the water gain at 101+ Cucamonga County Hater District. volt circle drilling + 1/16 inch 1. The plastic warning tape shall be wan inert plastic file specifically shall be provided and used the contractor. All i fttti s, valves, and - volthhohe sparing + 1/32 inch formulated for prolonged uncle ouhhtl use and spall he prepared with black pipe, Intervals. Locator rice dell tie foto water valves with coerl4rctirhg 2. Neterials: Eccentricity of beth circle and � � � � p" other pipeline motorial■ shell be lowered into the trench is a manner that esrwht�ctioue. _ 7 printing on a YELLOW field having the words, "CAUTION: RMATNiM ■iTl>R i111E prevents damage, and the pipe shall cot be dropped, dragged, or dandled in a facing with respect to bore 1/32 Inch mximm smT= MM,. Tie afniaae thickness shall be 4 wits and the overall width of m nner that rill cause bruises, cracks, or other damage. Rubber rings for pipe 1S. A valve bet ani camr shall be installed at each reclatnnmd tater line valve in A. IVC Pipe color - C. Caskets • joints shell be stored and protected in a proper mnner to prevent accordance with the detail as shown aa the plans. P►aCpLE the tape shell be 12 for • pipe and 6 for 6 and smeller pipe. 1. IVC i shall be mrinfactured in accordance with AWA C 900, and shall be of, I. Caskets for flanged joints shall be and@ of asixstes-eewpealtion sheet deterioration. pipe 2. Miande�Tape �twitaetairtrs 16. pipe warning tape shall be Installed 12 toehea directly above all rsciaisisd the sizes and pressure classes shown on the plans as wsrxrfactured b7 Johns peeking, graphites on both sides, 1/16 ithcfi thick. S. The contractor shell take all necessaryprecautions to the from y Manville, Vi ltech, or roved equal . The in h from PrewaM pipe water pipes. wry PP grsa pipe shall have gasket a. Crlffolyn Coalrany, Inc.Ina. floating due to water entering the trench frac arty scarce; shall asseme full PART-A bell end or plain end with elastowric gasket coupling. 2. Full-face type gaskets with pre-punched holes shall be used where beth flanges 10020 Rykawa Road responsibility for any damage due to this cause• and shall, at his own expense, 17. All are flat flee. Ring gaskets extending to the inner edge of the bolts wavy be F. O, Box 33245 � pipe lire testing wad stsrllpectfic shell w i■ aeca�rdsn+re with Cuesshnhnga used where a raised face flange is resent. restore and reccurs the pipe to its specified condition and grade before any County Water District Standard Specifications. 2. Material used to produce the pipe and couplings ,hall be wade from Clava *� p Nen+rton, TIL 77033 displacement occurs due to floating. 12454-A or 5 virgin coelxnmda as defined in ASTM D 1754, with an established Phone: (713) 943-0070 or (IM) 231-6074 ANVISIONS FOR CM USl ONLY hydrostatic design basis rating of 4,000 psi for water at 73.4 F (23 Q. 3. Rubber gaskets for push-en joints shall be mnttfactured !n accordance with 6. Place and et a alniaum of 4 inches of ted said for the i hose. AWWA C111. b. Terra Tape, Division of Roof Itdastries coops isper pipe DATh>; D1CI1>FT70N APP1ROt'l DitTiU. Dl'R 3. Layttrg lengths shall be 20 feet with the wwnufacturer's option to supply up F. O. Rot 33310 7. Excavate bell holes at see% joint to permit proper seseably and Inspection of i • a t/eoAigre1_Cr_toa dP0A1-rgp STAT Q tol5i random (minisuw length 10 feet). D. volts, Nuts, and Washers Neu+nten, Tx 77233 the entire joint.-- - Phone: (7100) 231-2417 arm ! DRAM 4. Each i 1 th shall be narked short the nominal size and O.D. bele 1. Bolts and nuts for buried flanges shall be Type 316 stainless steel ceneforsing 1'RiI�C pipe � *g Pihx 5. Pipe shell be ant with a special ewctfug feel as rnafeecttred b the Pilot the AWA pressure class, and the AWA specification designation AWA C900 to ASTM A 193, Crade SIR for bolts, and ASTM A 194, Grade SM for nuts. � � >� ( )• Manufacturing Company or equal , as approved by the District Reprosathtative. _ For potable water application, the seal of the testing agency that verified 3. In all eases warning tape mist be spproved by Cuesmengs County iter District When pipe is cut and is to be joined to a caat-iron fitting or another piece of MAL C nom the suitability of the arterial for such service shall be included. 2. Provide ere (1) washer for each nett. Washer shall be of the sane material as prior to installation. pipe the end shall be beveled is the field or shop to create a beveled and t� the nuts. equal to workmanship to the mchined ends of the pipe as furnished by the B. Ductile-Iron and Cray-Iron Fittings 3. Execution: aenufaeturer. Such machining shall not result in undercutting the wall AS ODIN". v 3. The length of each bolt or stud shall be such that between 1/4 inch and 3/E thickness and mist be approved by the Cucat.nhga County Water District before THM PIANO VVJ PEEp4lt1[D NY: FOR P$IPAIT OSE 1. Ductile-iron and gray-iron fittings shall be asnnfactured to accordance with inch will project through the nut when drawn tight. A. General installation. WTIAL MTV DERBISBt CIIBRRA ASSUCIATBS AWWA C11O full body. Compact body fittings will not be permitted. - - E. Cate Valves 1. The contractor shall Install all the pipe, closure me tons. fitttage, valves 9. All connectingparts ei eovelage, mad coatings shall be cleaned Mfi GTJOG! aI1fXPI OT ma C9Cl 4 H1>M D1RA11N 1~ MN. els. 2. All fittings shall be cement-mortar lived in accordance with AWA C104. and appurtenances shown including pipe supporta, bolts, nuts, gaskets, and before assembly. A•ftsr beartnt has been obtained, coo lingo shell be assembled cur_711M ^ 1. Cate valves shall be •Stockhaw' resilient wedge or approved equal . Cate jointing arterials. to a workmanlike wanner. The use of excessive lubricant will not be permitted, �� � , � C-J{ 3. All fittings shall be made with •push-on" or flanged joints, as shown on the valves shall be in accordance with AWA C500 and Ctrcamergs County Water and the assembly of the couplings ani rings sell be in accordance with the tans, and deal for use with the t District Standard S cificatiom. � " KtTi� = �E 1 IX p gird type of pipe to be joined unless noted � 2. At all time urhhern the geek of Installing pip is set i■ p[ogress, all eperhlthss manufacturer's reeosw.endmtfons. Lubricant and rubber rings shall M supplied otherwise. Into the pipe and the ends of the pipe in the trenches or structure shall be by the pipe somAacturer. All. fittings and valves shall have joints that ■atchh CITY OF RANCHO CUCAMONGA 2. End of valves shall be flanged or push-on joints as shown on the plans. kept tightly closed to prevent the entrance of animals and foreign matert0 s. the type of adjoining pipe. 4. The exterior surfaces shall be coated with a bituminous arterial in The contractor shall maintain the imide of the pipe clean, sanitary, and free COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION conformance with ANSI A21.10 (AWWA C110). The coating shall be free from 3. Cate valve boxes shall be in accordance with the details as shout, on the from foreign materials until its acceptance by the District. to. All fittings and valves shell be supported be that tin pipe is net subjected to blisters and holes; shall adhere to the metal surface at all temperatures plans. Plat( flT )UNI 'rl1e the weight of these appurtsrnwthces. � encountered in the field: shall be smooth, not brittle when cold; and shall 3. The pipe aeetlone Anil be laid Is the trench to tros aligthaetrt ani grade in f!AWcI40 CUCAMa1JclA SFbeTS Cioholr EX W not becowe sticky when exposed to the sun. The coating shall be checked by F. Thrust Blocks sad Amhara accordance with the drawings. Where the grade is net shown, pipe shall have a 11. Concrete thrust Ulocks of the mise she as the detail plane and as specified 7yFNrsn►,.�� W the manufacturer with a suitable electrical holiday detector. cover of 45 inches. The pipe grade sell be approved by the Cuent--or>ga County berets shall be provided at the location of alt cast-iron fittings, valves, 1�Rp1E5�/vry•� Sm' Tnu 1. All Cortland Cement shall be Type II, conforming to ASTM C-1S0. The concrete Water District. and end of live plugs. 1h QQ ti� S. The bell ends shall be compatible with the pipe ends so as to provide shall. be Class 420-C-2000. eonfinewetrt of the rubber rings and prevent damage to the ends of the pipe. B. Inhatallatton 12. Imported hard shall be used fee backfill within the pipe sons per details mhewn ` S� '�9 W 2. Reinforceamt sell to ASTlf A61S, Crede 40 or 60. on the plana. cs y / W 6. The ri rooves and interior surfaces of the bell shall be smooth and free 24224 (��•lt Q . ng g 1. Trethehirhg, baekfillintg and eealhavttsiE shall be to aeeordsthee with the pipe from ridges, notches, or uneven surfaces. bedding detail as shown ew the plans. 13. Illn"nal valves shall be Installed to aeeordence with the details m slaw■ m the plans. r�� Dhh7'E17-1 A C01htL WIUma DATI QR 111111arpmR 7. Unless otherwise indicated on the drawings, all fittings with flanged ends 2. Backfill within the pipe sone, including the pipe base, shell be imported sand �}' CIVIC ���',1� ippR 3/ ate_ W shell comply with ANSI 816.1, 'Cast Iron Pipe Flanges and Flanged Fittings, placed mod compacted to a relative density of 90 percent. �F 0f >;�►��iiiili �� r MWT 5 W Class 125'. The basket surface shall have a serrated finish of approximately r dlhZt'IAI. J 16 serrations per inch, approximately 1/32-tneh deep, with serrations in 3. Backfill within the treneh sone shall be select native earth backfill placed 6Ppg(13'EA •� �._... 0 low - = Nva. - • either a concentric or spiral pattern. In addition, all flanges shall deet ami compacted to a relative density of 90 percent. \___ CM �NM - Q - _ SL A RF-CLAW-1ED SrsTFM BENCH MARK PLANS PREPARED UNDER SUPERVISION OF ( DESIGNED BY DRAWN BY CHECKED BY BIDtTERNATEa DRAWING No. m -- - - -- -- - - -- DERBISH, GUERRA & ASSOCIATES, Inc. DATE APPROVED -e `�►� ! '/ I IF 8331CIVIL ENGINEERS N EINE RTE Iso BY T.E.D. J.C. c.c.w.D. UCAMONGA OUNTYWATER DISTRICT 90-W45-5 SEE_RIGHT Env E ;,��.,i. (� RANCHO CUCAMONGA, CA 91730 PROPOSED RECLAIMED WATER LINE CD 114 } (714)987-4306 Date CUCA GNGA COUNTY WATER DISTRICT SCALE WORK ORDER No. Irk. ENGINEERING DEPARTMENT DETAIL SHEET REV DESCRIPTION DATE APPb DATE R.C.E. !' Daniel E. Guerra R.C.E. 29224 Exp.Date ( 9641 SAN BERNARD71 4) 987-2591 ROAD CUCAMONGA, CA. 91730 NOTED � .� }S3 RANCHO CUCAMONGA SPORTS COMPLEX SHT. OF • (71 --- DIETEHir.r+ Vr?S' HEOP(4H NU RANC110 Ct F-CAMONGA S- PORTS COMPLEX NT W n lmlpn"�v M INT* IP 2SL_ 1 S GENERAL NOTES _ 1. All sewers shall be constructed in accordance with the Cucamonga County Water District Standards and Specifications. 2. Contractor shall return a legible and clean set of *As- Built drawings to the Cucamonga Count Water District 8 8 Y and ,5'FE S 1 the City of Rancho Cucamonga. ¢ 3. All sewer lines shall V.C.P. (Vitrified Clay Pipe) and o ( shall conform to the specifications of the Cucamonga nga C _ Water District. Slope for V.C.P. shall be 0.4% or greater. I 4. Any contractor performing work on this project shall + familiarize himself with the site and shall be solely responsible for any damage to existing facilities resulting L )=-# ++ directly or indirectly from his operations, whether or not ZLZ_/ such facilities are shown on these plans. 5. All lateral connections shall be connected to the " ,"�"Irl"� Yc. min line by deans of a Wye connection unless noted I otherwise. ��1!P ,r,t,�: I I 6. A permit will be required frons+ the City of Rancho Cucamonga _ Uunutluuullltrll ( W, ,'� Road Department prior to any construction within street nannitarlmntlllu�I W ��` right-of-way. N Z W j// / 7. Contractor shall have his engineer verify manhole elevations prior to pavement of streets to allow for changes in construction of the manhole, if necessary. S. Any changes resulting in a change of manhole depth or SCALEraet ` ji / changes concerning sewer construction shall be reported to the nga /"'• A R R CW 1 ?I) / 9. Backwater ovalves ushall nty aberrequired ton all service laterals _J / which connect to the District's sewer system in accordance II .Ii W i with Standard Specifications, Section 16, Pg. S16-1, H �Oe Provisions 16-01, of the Cucamonga County Water District. 10. Sand bedding and sand backfill in pipe zone is required W !/� unless native material is suitable as determined by the nm ''''tet c v0 �O District. C 11. Contractor is responsible for securing from the Cucamonga .14.P�P0lf" County Water District copies of the Standard Specifications .PYY/rE ly T d S F . for the installation of the proposed sewer system. R. R. I� 12. Separation between water mains and sanitary sewer lines shall conform to the State of California Environmental 1; Health Code, Title 22, Section 64630-C. INDEX M A P t 13. Contractor shall notify the Cucamonga County Water District at least two days prior to start of construction. VICINITY MAP 14. Approval of this plan by the Cucamonga County Water District and the City of Rancho Cucamonga does not constitute a representation of the accuracy or the existence of any underground facility. 15. Grease interceptors are required for the proper handling of liquid waste containing grease, sand and/or non-domestic solids. An approved type interceptor shall be installed to comply with Cucamonga County Water District Standard 16-02. 16. Sewer contractor shall be responsible for providing and installing manhole charnel guards in all sewer systems as CONSTRUCTION NOTES QUANTITIES APPROVED IVY. Zed" t4c,3 directed by the District. =14 INEERING COM .T7 E OAT a © ® � v4 All Str�cta to de Prrva}a PART MOTET 1. TRENCH WIDTH SHALL tie CONTROLLED Construct 8" V.C.P. sewer. 2,101 L.F. TO TOP OF PIPE ZONE. R E V I S I 0 N S FOR CITY USE ONLY t TRENCH DEPTHS OF GREATER THAN S O2 Construct 6" V.C.P. sewer. 562 L.F. A/4= I SLOPE SHALL HAVE ADEQUATE SHORING. V4:1 SLOPE DATE DESCRIPTION APPROVED INITIAL DATE OR GREATER & CLASS I t1GG. BASE ALL TRENCHES LESS OR GREATERSTREET vANT � n-� o OR THAN 100 IN LENGTH PER CITY RANCHO OR ATERISEWE O3 Construct 4" V.C.P. sewer lateral per C.C.W.D. Std. 15. Q -�°t�' L.F. ADEQUATE ?f101ttN8 a� STD DWG. 312 ADEOUATE SHORING 10 9af4-,k GRD L DRAIN D�lati acr Fou taiJ A l O4 Construct sewer cleon-out per C.C.W.D. Std. 21. �o -<41t- EA. __ �- o " _u_CTapJ 1�»ATSDu FINALTRAFC COMPACTED COMP'ACTED FINAL_ CHECK OConstruct sewer manhole per C.C.W.D. Std. 18. 9 EA. BACKFILL BACKFILL RTW © Construct 6" sewer lateral per C.C.W.D. Std. 15. 7S L.F. GRANULAR BEDOIRG PRrvATE axcixrrIR s wnicit ro comAc'roRs AS CONST. r, FROM SELECTED TRENCH O Construct sewer manhole over existing 10" sewer main per t EA. SIDE MATERIAL. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE The existence and location of any underground utility pipes or C.C.W.D. Std. 18. structures shown on this plan are obtained by a search of RDI=Jj/ -' INITIAL DATE available records. To the best of our knowledge there are no 0 �;y=` DER®ISN. GUERRA j ASSOCIATES Q y support per C.C.W.D. Std. 32. EA. " _ ' lxistin g �� E hF 0731 UTICA AVE. SUITE 130 RANCHO COCA. CA. !1730 DRAWN W O Construct underground utilit su 2 Goo _ G MIN. g utilities except as shown on these plans. The contractor �, ��, 8U F;� 17141 907-4306 \/w1 S"MAX Ns is required to take due precautionary measures to protect the g �� �` CHECKED 3 7 G MAX. utilities shown and an other lines or structures not shown on C` O Construct sewer backflow valve and manhole per C.C.W.D. Std. EA. w y -P � z 1 ( • 25 b 26. these plans. NO 29224 W rn '^ p = 11111 : All contractors and subcontractors performing work shown on or z� 10 Construct 8" V.C.P. stub. 1 EA. �+ = related to these plans shall conduct their operations so that all !x,``�� CITY O F RANCHO CUCAMONGA •O i employees are provided a safe place to work and the public in ' CIV11 F' s prote„ted. All contractors and subcontractors shall comply with i rQt' It, COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION I I Construct concrete collar per City of Rancho Cucamonga Std. I EA. ;, F the Occupational Safety and Health Regulation of the U.S. �� j,ti��. 512 Sheet 3 Of 3. Y Department of Labor, and with the State of California Department /� PRWECI NAME O 0.6V of Industrial Relations' "Construction Safety Orders." 12 Coostrucl Z00 VV-C. (CDG 35) VelO rhJG+ FaIUTAIM 07-Alw1 LA'TT-_-1'Al. m2Z5 L.F. SEWER OR WATER MAIN 0.6'D' PIPE SVBGRADE-tlROtSTURBED The civil engineer shall not be responsible in any way for the NATIVE MATERIAL SHAPED TO GRANULAR REDOING FROM SELECTED contractors' and subcontractors' compliance with the "Occupational PRIVATE ENGINEERING NOTE SHEFT TITLE L I$ Censtrw+ 4144 PV-C• Ve*ly-bac., FODUTWQ ViFA10 LATSeAL- 42,E1G TRENCH SIDE MATERIAL Safety and Health Regulations" of the U.S. Department of Labor or c.e.w.D- sir! IS. ® ZQo 1,F. ACCOMODATE BOTTOM OF PIPE. with the State of California Department of Industrial Relations' GENERALLYiON CONSTRUCTION AGREES THAT Nr AS, CONSTRUCTION TIO "Construction Safety orders." C1pPtTRACTpR ACCEPTED BE R£OIAR£D TO SOLE ��LETE NOTE T 0 CONTRACTOR RESPONSIBILITY FOR ,Zoe SITE CONDITIONS DLWt4C THE COURSE APPRo D APP � D Contractor further agrees that he shall assume sole and complete CON_STRIICTON OF THE PRt3JECT NG1UDtNG SAFETY OF All responsibility for job site conditions during the course of O►Z ,yr0 PROpc,�y� T}{AT THIS RfOl11Rf>yEtrT SHKL wiDE THE QUANTITIES NOTED ARE PROVIDED BY THE ENGINEER SOLELY construction of this project, including safety of all persons and v FOR THE CITY OF RANCHO CUCAMONGA /OTE COMPACTION SHALL RE 90% IN ALL p r - g y sl TO APPLY CO►MNUOU LY AMD NOT BE LBRTED TO NORIAk wOwWC REDEVELOPMENT AGENCY. THE CONTRACTOR IS HEREBY NOTIFIED ZONES UNLESS OTHERWISE SPECIFIED. property, that this requirement shell apply continuously and not HOURS. AND CIOFW_1`''OR FURTHER AGRM TO DEFUC DATE. - 'MUNE CES MANAGER DATE (-,�v fG Z CITY ENGH+tEER be limited to normal working hours; and that the contractor shall INDEWHV'' AND HOLD D� PRCWESSIONAL HARMLESS FROM ANY TO PROVIDE THE AGENCY WITH A BID BASED ON HIS OWN TRENCH STABILITY SHALL CONFORM APPFi<>VEO DETERMINATION OF QUANTITIES AND A COMPLETE JOB. defend, indemnify and hold the owner and the engineer harmless AND ALL LIABILITY. REAL OR ALLEGE,;, IN CZk•11.1ECTIOh WITH THE SHEET OF TO CAL-OSHA REQUIREMENTS. from any and all liability, real or alleged, in connection with PFDRt4N OF WOW ON THIS PROJECT. EXCfPTM+C Ll DATE A UP G OFFICIAL J3�^� STD. Dwv the performance of work on this project, excepting for liability ARISING FROM THE SOLE NECUGENCE OF DESIGN P+ SIONAL. APPROVED � y CUCAMONGA COUNTYWATER DISTRICT TYPICAL TRENCH SECTION 30 arising from the sole negligence of the owner or the engineer. LA DRAWING NO. CITY PLANNER /z-apo ! ,1?EvisEO QvAk . .Es � - BENCH MARK PLANS PREPARED UNDER SUPERVISION OF DATE APPROVED -___ d!/�h���/'' /9�9 DESIGNED BY I ORAV1'N ELY CNECKE� BY CJF�.i`�V''!' ��,� Addyh,m walri LrnG L}vl minnf�n qjL DERBISH, GUERRA & ASSOCIATES - - pra- Lance l onsF. u,,AtrJ dBnf,fe9 _- ._._. . /f/L� Boat spike & waSheT =-.. - -- ------ -_ 90-s:z A2 Stamped S.B.Co. B.M. in south CIVIL ENGINEERS BY ._ r.E.o. ,Pw,4,Po ee�s�o. UCAMONGA COUNTY CATER DiSTRICT /s ,r N - QrtT ENG ERING S 'E'ER OR - -. - -- -- -- ----- --- C� ��� - T.C. Arrow Rte 1175 wo Int. - 8331 UTICA AVT:., Sulrr 150 _ RANCHO CUCAMONGA, CA 91730 SEWER IMPROVEMENT PLAN Rochester Ave. and Arrow Rte. (714 87.4306 ate . ~ ELEV.= 1158.41 GUCAM GA COU Y WATE DISTRICT SCALE WORK ORDER No ENGINEERING DEPARTMENT RANCHO CUCAMONGA SPORTS COMPLEX V 29 24 Exp.Date 9641 SAN BERNARDINO ROAD, CUCAMONGA, CA. 91730 /"y�p SHT OF 4 DATE BY REVISIONS APP'D DATE R.C.E. Dania E. Guerra R.C.E. 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I ; : i i I i i I I 2 ' _ ' _ I _ i i } - r - i - - I -- I - I - - . I _ _ __1 - ;-_� -2__-1-__ _��_ _1 --+ - ,_ _Y _+_ _ _ .+-_��._ �_� - i - _- �_ _� --+ - _ _ _1 -4 � yy - ! -.l - _ - r _ y _ -._ - r _ -1 _11_ _y _ +-_ _ _ __ _ _. j _ :. _ _ _r- __ - . ._ .__ _ _ _i _. _ _ _ _. -_ _ _ _- _ _ _}. __ _ - _.+_ tr _ _._ _ _ ._ _ _ -}__ .1 _ -r j _ _ } +- _ _ I l I ± -1 - + I ' 1 I l r ! I r 1 : ) / / i i t f / t ; r { l 1 i -r i - - a :- . . 1 ' . 1 t 1 1 1 I I 1 � + I I i I i 1 i i i i i I I ! i # I : I 1 - - - - - - - - - - -1 - - 1 - - -+ - - - - �- - - -+ -� + - - - + - . -{ - + - + 1- -t - - -+- - +- - 1 + -+ - - - - -� + + T T I � 1 � T +- + � 1 - -� -i �- +- -� r ! - r � :�L'�.r4jG>�_ _ -. � 1 �-- rt �---�---: �--, � � -� � � � -�-� � I � � � -t � � ; j l 7 i 1 j t 2 i .f�/•_ .? / = ? - - I t + - i- - - -- 1-- i-- �- --�-- -1 - 1 ' _t I r , 1 I -- - - ' - : 1 2 I i 1 1 ? I 1 1 t I 1 } i i ' - - �-1- - +- - + _ - - - - - - 1 - i - 1 -+ �- -� + - - -? - ; - - ---+ -' -- -- - ---'--- -- - - -� - --1' -- - - -- --+, - .-- --- - - -'. -+ --- - - -- --'- ~---t-'-__ - 1 -- -* -t - - �- -1---+- �- * 1- - --�- -�- -� -' --r" -1' - - -} I + +- .i- �-�-t I 1 , , , t I T + ? + `} I i I r i I I i t } J7[$-iPi'r.' j t I t } ' 1 1 i } t l 1 i } } { , t ! l i ! i } I I I i i : 2 } 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+ 00 118+00 roNT,PAc-To,P � .vE,P1Fy E,riSr. yB-s'�6��--� i/vvE,PT(,S� �,5,ea,,�E ElEli.Qrio/t/.x y ,�/p,P TD �S'T�,PT Of eVit�ST,R/,r,"`1 / 'sF�`.S.yF, � ,411/0 NOT/F/� ENc;/ivEE�P OF/�iV/� . *1 �is6,1 4 , .Ilve/ES 05 0 C��,Q �; ( C CONSTRUCTION NOTES u r� OCA .. . . . . ; . . � P//;s / xv ,�, 1 Construct 8" V.C. P. sewer. C2 Construct 6 V.C.P. sewer. 1 S t .�/2 .�4ZL Z �;,v (,-.-Y. Z `�O I C' Construct 4" V.C.P. sewer lateral per C.C.W.D. Std. 15. w , V F/EZO I 4 �% I `� C4 Construct sewer clean-out per C.C.W.D. Std. Y1. r -� N4 Q ��s: C Construct sewer wanhole per C.C.W.D. Std. 18. < h /� , , L Cent/'.),_&- Shd t�'rr�,1 f., ad 4 � I t,,►QI,OFLSS/(/,y .a,P/�,4T�- SEfYE,P �,�r f.1,nre?EO) O „IIS %I _O 'V. _ �1 �a1ren ,yA O�/r�krr;9 6 Construct 6" sewer lateral per C.C.W.D. Std. IS. / `c 6, v..rll I I //ia�' fo /,js/.0//.0/", of Lo/rl�[s 8 0 /, 1'!�//�.Il fr lcs� T' 200�!� W \�''��`� E �U� �f (1.1/01-1p.l r ,,er C' Construct sewer manhole over existing lU" sewer main per �,c � 9-P �; . * ,Pk" ' aLs© C.C.W.D. Std. 18. o No. 29114 a dr'1AK14 �oda7 n alb 8 Construct underground utlIity support per C.C.W.D. Std. 32. `� 1 ,G ) •. ,*. I 0 ... ___ cIv1L � � S x e7 - S4r,1QLE qrF �C ��f, a �- I PART-A LC11 / 7 f O Construct sewer backflow valve and manhole per C.C.W.D. Std. 2S t 26. ! , I / -QO '�rriYIlll 1 Q G 1 - i 10 Construct 8" V.C.P. stub. 0 � ' I ;./ R E V I S I O N S FOR CITY USE ONLY .'• I 1 Ccnr�r 41i 1/ ��C (SDR ) p1'M�m F»unit�.'r1n 01^.-nn ' I DATE DESCRIPTION APPROVED INITIAL DATE 13 9 .r 1* //7,1 7B•7s ",eo 4.1 RovrF A._VZ 1.7 .S/�ELTE.P G.774c�o9/ Jam` C.IouJ.D. s IS- I 3ofoo.00 ��c�Esr�C AvE. /z-�-90 1 LaaNlto 9-/`7F-�• To 41�1Tb /L �> STREET F<i/ire FF Z.630 I I r� 13 , ,QL/3 Te '�P WATER SEWER ... // iQ C'A!/T/O/V� 8 3o f c n 1 I cRo a DRAIN Drain i,a�a1 4 G'.e - KL, TRAFFIC �� `� I ) ' F/OE�,P OST/C,S �•4Q/LE.9P�,P0,{' r �� ��..� , �- ,� , s� C.-,QU/- r LOC/7T/O/t� �O/t/T.P,QC /O.P TO J 1 i�AiclIOtAI LIPQATED fINAL CHECK y/G,�/.�.PESSY/.PE I I �.FOTE�'T /1v .�L.9�E• AS ca,sT. o� • ��a� G45 LINE V ►i % I /B�o402 S'TS'T.4= s �I / , ��ef04o9 -Eii/.O n �,Ff�TEL'1-/N�IACE.� s \1 pwxngl_ G , 8 _ ,1 o 22 .f8 �E/P CONST THESE PLANS WERE PREPARED-BY: FOR PRIVATE USE � /�, �,VCP l tc1 0 I� j y /�' \ �1 INITIAL DATE C �� DERSISH, GUERRA t ASSOCIATES O $ I \ I " 9331 UTICA AVE. SUITE 180 RANCHO CUCA. CA. 91730 DRAWN 1. . ,. . .. . • �/ , 17141 987-1306 CHECKED Q / 3 B \ax B / V / \\ AME DATE 1'1)MI • ►�i l Z v1Z10C�l ----4-a'•rzzz_ _ - Z!f ��,� - �o I ___ ___ dITY OF RANCHO CUCAMONGA QJ --- _- --- G e� --- --- ti ___ --- ___ �,. ti j M, / -, _� COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION --- --- - - - .TUBI/C SEIyE.PSYSTE�1 - - - - - - -a - - - - -_ - - - - - - �I - - - - _ y PROJECT NAME N e 2e o7 _ - - - - - - - - - - - - _ _ - - - - - - - - - - - - - -- - - - - - - - - - -70 C - - - - - - - - - - - - s, �� �I 4 �� - - - - - - - - �ioR /O�Ir 7' ,P G./3. /ET �i LV __ ' n ^ 4 - - - e I �1 \ _- �7� µ4//jo11 -- \� 1 SHEET TITLE /IJ'K'r )e.C.13. u �.. `11 - a1-� E1! f/i!1 rHCL -�_'�V x\`1 k /�N i / O -- o r� __L__ :11, (�, R ��� _ _ _ _ _ _ _ _ h -- - - - - - - - - - - - - - - --�`- - - - - - -- - - - - - - - - - - - +-- - fi _� , t t��- �'-<'7 APPROV D APP ED - E11r115-r C i 4F __ -- 4e I" ---- I �� 41J� V __ 4f 4f-4 �J //� DATE _ Q O►r& ICES MANAGER DATE /*_f[� CI'I Ew,;,NE E� QL �y s7- 'kJ ARROW ROUTE /�,a�Q(/�-�L > 1 1� ; , 11 APPRO ED SHEET' Or C. 7- 0 /./ Ep� }I 1 I DATE e JFFICIAL --ft -2 �,14' ✓ /�Q/ I`/ /.� .3 co, - 3G ,,4t APPROVE r / '// T - -- DRAWINGA�13!I\/ �Y ` ( DATE 4 CITY PLANNEq V I e, A,zo?Fo 4-i"T�t. r. 4Hr ,ec�9 r• P,tv/ / f At L _ BENCH MARK PLANS PREPARED UNDER SUPERVISION OF GATE APPROVEDr >' DESIGNED BY DRAWN BY CHECKED BY DRAWING No 3o�jl Ornwn�. �2� r�,n L� r2� f Coir A.cry DERBISH, GUERRA & ASSOCIATES 90�Sz,3-zL2� --- - - Haat spike b Masher U AMO NGA COUNTY ATER DISTRICT CIVIL ENGINEERS BY TEp. SPL`Y �'CIYO _ �'� //� Q ELEn '.ed 56.Cc. B.M. in south �FE�/G��T 8331 UTICA wt'., SUITE 150 RANCHO CUCAMONGA SPORTS COMPLEX N T.C. Arrow Rte 11'5 wo int. -NG ERING SUP ISOR Rochester Ave. and Arrow fate. RANCHO CU AMONGA, CA 91730 Etches i r Ave. - (71 )987-4306 Date II i L• CUCA NGA COUNTY W ER DISTRICT SCALE WORK ORDER No. `�.. ENGINEERING DEPARTMENT. PUBLIC SEWER IMPROVEMENT PLAN - 9641 SAN BERNARDINO ROAD, CUCAMONGA, CA. 91730 - FROM ARROW RTE. AND ROCHESTER AVE.-WEST Q DATE BY REVISIONS APP'D DATE R.C.E. Dan el E. Guerra R.C.E. 29224 Exp. Date 'lI 17141 987-2591 /y_�� 800 FEET THENCE NORTH 26o FEET ON-SITE. sHT. 2 OF 4 - - . 'PF'J f-cT 5Oq E ET t4o. f' i-,- o f 241 . . . - : . I : I . : . � . . . ; � : . . . : : : • . . . . . 3 _ _ . I _ : . _ - . . . I .. . : : . : : . : : . : : : . : . • . I { : . . .* - .* .* . � :. : � - . � : : . . , : : . '. . 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A077 d7co", N , K . a _ _ - _ -_ _ _ : - _ __ - - . . . _ 4 . . i . - _ V V . . . . . . . . / r Y _ _ _ - - - _ _ -_ _ - _ _ _ _ - - _ -- - _ - - - - _ - - -- . - - - — 4" csa 't I� i `- . . . . . . . . . . . . . . . . . . : : _ - - - - - - -- - --- - _ - -- -. _ - _ . : _ . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . • - - - - - - - - _ � - - - - - - . , . . . . . . . . . . . . . . . . . . . . . . . . r��_0'0 1 . . . . . . . . . . . . . . . . . . . . . - . . - _ _ - - - - -- : : : : : : : : : . . . : ; : . - _ - -- --� -� _ . — - ---- . _-- - - -- - - - - __ - _ _ __ -_ _ - . . . . , . 4 : . . . . . . . . . . . . . . . . . . . • . . . - . . . - -_ _ _ _._ - - - - - - - . . . . . . . . . . . . , - - - _ + _ + -_ - - - _ - _ _ . - i .v'=c�� I - - - - - o - - - . . . . . - - - _ _ _ . . _- . . - _ -- - _ _ - . . . _ _ _ _ _ . _ - . . . . . . . uo E - - - - _ - I - - -- . . . I 1 ..- - �- - - _ _ - - _ - _ _ _ _ -rj- - - - - - - _ - - . : . ' . 1 . .: .{ i . . . -> s _� -� # - j - - - �- - - - 4 . __ - - -- - - -- - -- - -- - -- -- - - A01 d, : /. 7 . . . . _ . _ _ - - - - - - - _ - _ -- . : j f : : : : . . : : . : . . . I 1 - - -- - - - - _ _ - - - - - - - - _� - - -- - _ - - - - _ _ - _ - - - _ _ - _ . . , d' — �_ 9 _ _ - — - _ - _ - - -- _ -. - - - _ - - - . - - - _ -- - - I - - - _ - . • . . I I . _ -- _ _ - - -- .- _. _ -- - __ - -- -- - - �- - - - -- - - - - - - - - - - _ _ _. >4 : - t' of : - - . . - _ - _ ' - - - - ' - - - - __ - - - _ _ - _ -_ _ . _ - _- _ _ _ _ _ _ _ + . i . . : : . . . . . . . . -- ---- __- __ - __ __ -- - - -, _ �- - - - -- - - --- - - — _ - - -- --. - _ .. - - _ . . . - - - -- - _ _ -- - - -- . . . a. : . _ . . . . . . . - . . . . _ _ - _ _ - . - - - -- - - _ -_ - - _ _ _ . . . . . . . : : : : � „ -� � _- - �- _ _ -� -_ _ _ _ -_ _- _ .. __ _ _- __ . __ - - _ _ -_ ___ __ -_ _ _ __ - _ - _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _'-__.-_ -_ _ - _ _ _ - _ _ - -- - . . . . . . . . . . . . __ -_ - _-_ _ - _ __ _ -_ ____ _ _ __ _ _ - - - _ _ _ -_ - - _ - - _ _ . . . . . . - . - _ . . . . . . . . . . . . . . . . . . . . . .. . . . . : . . . . . �; 0 t . _ . . : _ - _ - - - - _ . . _- . . . . . . . . � . . . . . . • . . . . . . . . . . . • � � . - � � _ -_ -- . - - � _ - - -- - _ - -- - - - - - - - _ - - _ _ _ - - - - -- - - . - - - - - . . i �� - - -- - . . . ._- . . . . . . . . . . . . . . . . . . : . -- -. _ - - - - - - -- _ _ __ - - - ' _ _ _ _ - - - . . . . . . . . . . . : : . . . . . --- - - - ____ - - - - -- - -- - - - - - - . . . . . . - - } -_ _ick_ c� >r - - - - -- . _ -- - - �- _ _ _ - ' l �3��-. . . . 1 n» . 9c�h Scr/'E`er CP .S'E` _ _ _ . . . . . . . _ . - _. __ ._ . - - - -- --- �- - _- - - - - -_ _ - — -- _ .. _ _. - . - - _ _ _ - - ! . H . r : i . -_. __�___ _ __-._ _.— -__L_ 4____`.- : __ ___. __ _ ..__._ _-._-... __.`�_�____�_____�_. -_�_ -. -.__ _.._____ _ _-______... __ _ - _-_ _ _.__---------._ -_._j_ __ .__._-_`_ -. : : : ; : : : * 111--­_1 f /O 7' 6 S ¢ S e / O I G'Oil!/T�P,4l'TO�P TV IiE.P/FY E,'/S'T /iVliE•PT I , Ir OiV_V�!/�/O�/ 14ifi0 TO it/OT/f/� • . • - I EHG/iVEE.P OF,4iVf- O,zxe'•F�.-�4ive'/E.S I 19 b � CONSTRUCTION NOTES I ; .5'T.4OZ6__ 1 k / E-�'�tf�`! W I Construct 8` V.C.P. sewer. I / yak O GI�J�i I� y D Construct 4"V.C.P. sewer lateral per C.C_W_D. Std. 15. I �b� •(�Q 4 Construct sewer clean-out per C.C.W.D: Std. 21 CX1Z9-wars—o) r-- L 13 ISA ,Q a—OConstruct sewer manhole per C.C.W.D. Std. 18. h, 1 O Q -\ Q ` OG Construct 6 V.C.P. sewer lateral per C.C.W.D. Std. 15. {� 1 �1 � "• y �-- Construct sewer monhble over existing 10"sewer main (j I� 0 per C.G.W.D. Std. 18. I �� �p ` 'N 9 Construct sewer backflow valve and manhole per C.C.W.D. . . `'� "�10., '� �G 0 O std. 25 26. / G + �� Construct concrete collar per City of Rancho Cucamonga 1 -7 '•d'/�f� \ 7 �s\ Coa aa�512 s�etet P`/C.of 3S.A.�. s5: pP�n1c� �oUnf��n , s11b �, f �, 1 Sl.4O/!/�1 (�'�4 \ ;. 4 �� K o . ©13 C'sr+r{rv-fi 4'f RSC. (c-C(w� c F.1.^�D Is. ] p(`1n Fvunfa In O�� ' 0� P Z---_ / I V. l Orin laic�sl Per��as, \'%, W1aAJ , 4 —� �9 o t � PA T—A 6P o .SEst�E•P Cl/.P�E O 'V 1y�� /1 P Q '� _ .._. c `" REVISIONS FOR CITY USE ONLY %�� �` R=�B44r, - �;1 � Q� �Co DATE DESCRIPTION APPROVE INITIAL DATE !j e STREET T �' �= P�P�S ` \ Qq � C ` /2 7 40 1 �/>�LtGCi[/1LAtW4 lit37 �CLr7A �ti /� S EE 0 3 O ` 7-i8-9/ M ,Nlr �C�l7o ATEk/SEwE %ti c `�,, li Ts /P7�z � •5s '� � `� v �i h GRD. i DRAIN y 6 �h po s r N: II 6�g b E a % L p 1 ' _S/ LQ�5l1lf'�P.,47E TRAFFIC n1. I 1 \ FINAL CHECK �r / �� s G• •/ � O AS CONST. __)�P� _+ dJ \I "� my ,+ +" �� "` .• yll��. /"sQO� THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 1- ��. f \ * e� � Ih l�0AI -4•S'C.4r� • IIbP,v ]NIT IAL DATE � I I \ 1 DERBISH, GUERRA d ASSOCIATES i tisv � R _ .VIPE.4 F1 'p�' i91471�/G�'«l,,oVePE'TE' , �� '� cam' Z _ . '4 9331 UTICA AVE.. SUITE 150 RANCHO COCA. CA. 91730 DRAWN Y� / tX s • - 11 4j— 1 . N leo=��� j I tis S L!�l2�'% //E111-011422 �PZ,4 [7141 99T-4309 CHECKED I I — + - --� + + I { } t t { — IZLl 1 -1 —}-11 � � 1A —LJ 1__1—� �• r� /� 9 NAME FA1t kill A - I i 1 1_ ` - I — �dCt7O�fTE-i14b�z .• V • W ILt� R.CE. NO P9Y?♦ DANIEL E. ERR q V 7I * \ �— — _ �' ( I I i i i �' I,a" �� CITY O RANCHO CUCAMONGA�I, V�p �1 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION � I I.--- _ G� _ I I 419V PROJECT NAME �7 /�� I � 0044= : s Of ! I �1` �/I- SHEET TITLE I Z Confr •tor Shai) •e &,Ve_+ M/'?,O�Lss,i - •? Lo=41eq)i of Dei n Faunfsl n eG Ea.) t�� ��pF E S5'i�J f--mac + + , 1� Pu' LalAsc�op�e A 9{�•F's means �0a�`Va �� E GU 9E� CI . In I In ^ 4 I APPROV AP R VE I Viol tnsfaflaf�on o� Lafcralr�,f ��h~ ,�� E,p �C;� L 4 �La4er3 S cS S4a ) 4j � IaS 7<Rn ZOoi.) N c s' 2 4 w I `7 M0 �g`�4 �'� 1rnN DATE } MUNITY S 1 ES MANAGER DATE�'i -R'J L I h� ; V '°l CITY ENGINEER QI t _j � ' �\ ' APPROVED 0. SHEET OF t CMV ♦ DATE " . . " LIIL OFFICIAL '�F D� CI.,r_ �t�/, APPROVtD r DRAWING Me. I ly ' //� DATE l( . CITY PLANNER I ADP LAT' STI+• !Gl37, '0FC.ETe e_.0, BEN CH MARK PLANS PREPARED UNDER SUPERVISION OF DATE APPROVED -_ ______ _ �IbERBISH, GUERRA & ASSOCIATES, DESIGNED Y RAWN BY CH CK D Y - DRAWING No. 2 � nGe e ,n p^a`� Ls> -19 -V°"S . ,�, Boat spike & washer ___ ___ - %P,Y�Ai1110NGA COUNTY WATER �ISTRICT 90"S_5 S nNI�M�Q-_1ATF�' _,"/,u �_�e _Z,_ CIVIL ENGINEERS BYmped S.B.Co. B.M. in south •-- - TE .PL/Y/ CCwOCly //?.S'EE,PiSIS�T 8331 UTICA AV1., SU[TE 150 ENGI Rlwr., ,,,� F ,�`R • _� ,_ , T.C. Arrow Rte 1175 vyb Int. — RANCHO CUCAMONGA, CA 91730 Rochester Ave. and Arrow Rte. ELEV.= 1158.41 (7 4)987-4306 Date • CUCA GA C NTY W TER DISTRICT SCALE WORK ORDER No RANCHO CUCAMONGA SPORTS COMPLEX _60� ENGINEERING DEPARTMENT ON-SITE PRIVATE SEWER 9641 SAN BERNARDINO ROAD, -CUCAMONGA, CA. 91730 •��� REV. DESCRIPTION DATE PPb DATE R.C.E. _ I E. Guerra R. .E. 29224 Exp.Date *111bu_ (714) 987-2591 ,,­-'-e0' - IMPROVEMENT PLAN SHT. 3 OF ,4 V . �)�.T -{caT rk`.S -� ON . . . \ !<1 O 11 I ...,... ;.-. .- i... .. f... ...............i........ i....i.. .{........ �--- +I_..-}.. } -.-t....}....+....;....t....:... }..,.+... }....t.. +....}....i.-..+.... . I ..f... . ... ;.. t .....}....4... ......-.-,. , -. .. ...;._. ... }.,--,....}...-+....; .. }. .... ...+-._«+_.. +.-.4....4... , ...+.... 7 N n n n n ,.-. -. .- ....... .. .. .. .. .............. .. .. .. .. .. .. .. ....... .. .. .. .. .- .... . 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