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HomeMy WebLinkAbout1568 GENERAL NOTES 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction -1994 EDITION 6 SUPPLEMENTS. Contractor shall be familiar U(CA 19V Uq(g with and shall be responsible for adherance to these Standards and Specifications. C .EWTY , TDAN H\nlu, A 2. All pipelines or substructures of any kind, telephone or paver poles, water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected V E in place as required 3. Any contractor performing work on this project shall familiarise h!mHA N AVENU - self with the site and shall be solely responsible for any damage to SHEET INDEX 0 g0S.clH rF_v existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. STREET STORM DRAINAMPROVEMENTS 1 TITLE SHEET 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of 2 ROADWAY TYPICAL SECTIONS 8 DETAILS Rancho Cucamonga easement or right-of-way. FROM DEER CREEK CHANNEL TO BASE LINE ROAD �L MoieeT. �lM(T 3 STREET REHABILITATION 8 WIDENING c ��ti>7 S. Excavation material resulting f•om drainage pipe and hos construction may (FROM DEER CREEK CH. TO 135+00) WEST HALF OF STREET be uscd fair fill, especially to."ill the void resulting from the 4 STREET REHABILITATION 8 W.DENING removal of the existing trap channel and other existing drainage _ ' improvements provided that said material is not contaminated. Na (FROM STA. 135+00 TO 143+00) contaminated excavation material will he allowed to hL used for fill, r ' 5 STREET REHABILITATION 8 WIDENING 6. All sewer, water, electric, gas, phone or other utility laterals, (FROM STA. 143+00 TO 154+00) mains, or c;ossings shall be constructed prior to paving. 7. -Fempaction tests of- embankment construction, trench backfill 6 STREET REHABILITATION 8 WIDENING patting orig2n:i--Srnvgd and all sub-grades Sha ormed at no (FROM STA. 154+00 TO BASE LINE RD) cost to the City of Rancho_ ____ written report with these compaction te_srs_-sh&11 1�`If submitted to the eer for approval 7 CHURCH ST - RETARDING BASIN _Ps4•er [b tie placement of base materials and/or surfacing. SPILLWAY MODIFICATION PLAN 8. At the completion of paving, a materials report shall be submitted to 1 a STORM DRAIN - LATERAL PROFILES 8 DETAILS the City Engineer. Lising all tests or determinations completed to a verify stability oil content and Gradation of asphalt Paving 9 STORM DRAIN -TYPICAL SECTIONS A DETAILS 9. Prior to installation of any Paving, a materials report shall be submitted to the City Engineer. Listing all tests or determinations 10 STORM DRAIN DETAILS completed to verify: sieve analysis and sand equivalent of aggregate base. � PROJECT LOCATION 11 STORM DRAIN - FROM DEER CREEK CH TO TA. 9+00 10. Paving shall be performed in accordance with R-Value and Pavement tests Jr 12 STORM DRAIN - FROM STA. 9+00 TO STA. 161-00 taken to determine structural sections . tl 13 STORM DRAIN - FROM STA. 16+00 TO STA. 27+00 11. -Whe+ r�ements are to be placed on native soil which consists N r-i,� rocky material;- ?Te-scab- shall be prepared rocks i which protrude above the sub- r depressions shall be ' ��,,� "K 15 14 STORM DRAIN - FROM STA. 27+00 TO BASE LINE ROAD filled wi material of a quality better sr .tMD AV 15516 STRIPING PLANS 12. If the asphalt concrete is to be placed on sub-grade, a soils steri lant BASEUAE RD J14SEL IVE 00. 17818 DETOUR PLANS registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full FD��/��' ►'� 01-4FW7'N/LL ercyo. 19 TRAFFIC SIGNAL GENERAL INFORMATION pavement width prior to paving. ,4RQow NwY ,r,e>Pow Nrnr wJ ` 20 CHURCH ST-TRAFFIC SIGNAL PLAN 13. Estimate of quantities is provided by the Engineer onlyfor SAN � vvi ` AV. convenience , the contractor shall make his own 10 10 'moo determination of construction quantities before submitting a• bid. Any I I Amr scvo. FQwY item of work required by these plans which is not specifically listed in Mtsslow 4ffVa. 6WrAR/o the estimate of quantities shall be considered as included in the other +' r--+ INTL. Z )I. M t �1(Qlo,1r oc k items of work. < < -4�4 3 t V U 14, iErettIT stgals- Giilc�f wtt+berr-it02-�td�>:Q'�" se,,wow� +'y 14 vv. shall be tenstruetr"t c intersection. - J 2 p _ r 15 1 of plans does no�esfah eli�ere he developer front t i nwlss,.r sr�o. responsibility orn iscovered -14 during constru tions shall be 14 - su mitted to the City Engineer for approval . 16 Work site and exterior streets shall be in a neat, clean, hazard free, VACINITY MAP orderly state, throughout construction. Site shall be cleaned upon No SCALE request of the inspector. LEGEND 17. Contact UNDERGROUND ALERT 1-800-422-4133 and the following Utility r I Companies as required, 2 working days prior to excavation. Z NEW A.C. PAVEMENT SHT. 3 ST. PLN) SHT. 4 (ST. PLN) SHT 5 (ST. PLN) SHT 6 (S PLN) 18. Contact all Utility Companies as required, 48 hours prior to cn SHT. II �S.D PW) SHT.12 (S.D PLN) SHT. 13 (S.D. PLN) SH`T. 14 (SD PLN) wa ' ID excavation. provided for your convenience are the fo.ilowing: ( o I -NEW A.C. PAVEMENT W/ 0.10 ARHM OVERLAY A. San Gabriel Palley Municipal Water District `- - - - - - _ - - ` _ -T - - - - - - - - - - - 'T - - - - - •� - - �- �- --� Mr. Pete Wood (618) 969- 7911 HAVEN 1 i AYE14UE j `n -COLD PLANE 8k 0.10' ARHM OVERLAY _ for Mase Line Road construction _ y I i I s. General Telephone (800) 422-4132 QI �P DA?� tel.• 1.1� • L - --- _ _ _ _ _ __ _ _ _ _ _ .iUJ _ _ _ _ _ _ _ __ _i _ _ _ _ _ L= .=J__ I 5 5�POS- A VtT - COLD PL AN E,WITFrVAR.A-C-.FJLL,' 910.10' ARHM"OVERTLAY(ATBASE LINE) for underground service q W P _ �1UJ�- DC W U LLJ —PCC oc > toC. Southern California Cas Coapany 909) 335 7572 = _ _ . P.O. BOX 3003 2 w UJ E REDLAND, CA 92374 - 3003 UM D. Cucamonga County Water Dispiet (909) 987-2591 u 9641 San Bernardino Road SHEETS 15 B 16 IJO(SIGNING 8. STRIPING) Rancho Cucamonga. CA 91730 E. Metropolitan Water District (213) 250-6564 SHEET INDEX MAP P.o. sox 54152 TERMINAL ANNEX NO SCALE 510BWAt-V- A (D RELATrV MOD1F1G -rte, SSE Z/3,¢,SfCo l/ t0�4G Los Angeles. CA 90054 Z F�NGE MDO(F/GAT/D(I ?/1//DIG PRIVATE ENG"ITE11S NOTICE TO CONTRACTORS' SCOPE OF PROJECT REDUCED 10 WEST SIDE OF HAVEN AVE. F. Pacific Telephone Company (909) 469-6329 BASIS OF BEARINGS : FROM FROM DEER CREEK CHANNEL TO BASE LINE RD. CHANGES 4/1119(. MADE BY CITY. The existence and location of underground utility pipes, lines or structures S.B.C. F.C.D. DEER CREEK AT HAVEN AVE. DESCRIPTION OF REVISION _T DATE CITY shown on this plan were obtained by a search of available records. To the best APPROVED of our knowledge there are no existing utilities except as shown on these DIST FILE NO. 254 /154 SHEET 83 OF 86 plans. The contractor is required to take due precautionary measures to protect CITY 0 F RANCHO C U C AM 0 N OA the utilities show, and any other lines or structures not shown on these plans. BENCHMARK -` All contractors and subcontractors performing work shown on or related to these Set 2'brass disk in tone. head wall stamped "City.of Rancho Cucamonga HAVEN A plans shall conduct their operations so that all employees are provided a safe - place to Mork and the public is protected. All contractors and subcontractors � 8M 10047 198T at southwest corner of Haven Avenue and Church 46shall comply with the "occupational safety and Health Regulation" of the U.S. Street, 'at westerly end of drainage channel waw. Department of Labor, and with the State of California Department of Industrial &Fi OAJ NGED CT LIMIT TITLE SHEET Relations' "Construction Safety orders." c 1 Aoo�D ACJ. 1916 ELEV.% 1254. 22 FROM DEER CREEK CHANNEL TO BASE LINE ROAD Underground Service Alert 'The Engineer and Norris-Repko, Inc. shall not be responsible in any May WEST HALF OF STREET for the contractors' and subcontractors' compliance with the "occupational Eil EXISTING SURVEY MONUMENTATION _ _ • SatetyandHealth Regulations" of the u.S. Department of Labor or with the State SP 8 W RCE 14814 LOCATED AT THE -----_- N OR R I S-R EP K E,I N C. APPROVED BY: DATE CaII •T011 FREE INTERSECTION OF THE SECTION LINEW/IN Convuit►�o C14 E�oM..re and Land Surveyor* C:3 of California Department of Industrial Relations "Construction safety orders." HAVEN AVE AND CENTERLINE OF CREEK- ALL EXISTING SURVEY MONUMENTS THAT WILL BE DISTURBED �- ENGINEER RC.E. N0. 24953 HAVENBRIDGBY THIS PROJECT SHALL BE REFERENCED AND RESET BY THE ^ 18231 IRVINE BLVD SUITE 204 �9FEss,oy The Contractor shall assume sole and complete responsibility for I �--- TUSTIN 2680 O 4 DESIGN RECOMMENDED job site CONSTRUCTION SURVEYOR IN ACORDANCE WITH SECTION 8771 � CALIFORNIA,� ! � W (�,, i_ 1 - 800 conditions during the course of construction of this project, including safety �3 SP W RCE 14814 LOCATED AT THE INTER. OF THE CALIFORNIA SURVEYORS ACT. FOUND MONUMENTS ARE (714) 730-6410 �� Rfo� f, R G.B. of all persons and property; that this requirement shall apply continuously and OF THE SECTION LINE WITHIN HAVEN AVE. SHOWN ON THE PLANS AND DESCRIBED AS FOLLOWS DRAWN SHEE T ~ _ ILII 422 - 4153 not be limited to normal working hours; and that the contractor shall defend, AND CENTERLINE OF GREEN ACRE. � No. CI9442 indemInify and hold the owner and the civil engineer harmless from any and all „ (FOUND) G.D. A. �_ 20 liability, real or alleged, in conniection with the performance of work on this � 2 BRASS CAP SBCO SURVEYOR LOCATED � of o EXP 9-30.93 s 7wO WORKtNC BAYS BEFORE YOU WC project, excepting for liability arising from the sole negligence of the owner AT THE INTERSECTION OF THE SECTION L'_ J 1 f/2 BRASS DISK SBCO SURVEYOR LOCATED AT THE INTERSECTION / sl �r CHECKED SEE LEFT DRAWING NO. or the engineer. LINE WITHIN HAVEN AVE. AND CENTERLINE CHURCHOF THE LINE WITHIN HAVEN AVE. AND CENTERLINE OF - 7rE of CA�`fri W W R R.C.E. N0. 1568 OF BASE LINE ROAD. WARREN W. REPKE, RCE 9442 DATE — FILE N0. JN 66-13 � s'Lr Rrw 47' 60' CONSTRUCTION NOTES MASTER LIST 13 Not A PPt-IGo.pl,r✓, GK141-IG eO ��� S}tT• f•�. ALSO P�IDD�'D µp��. CONSTRUCT 0.32' AC )BASE COURSE OVER 0.63' AB PER TYPICAL S3 CONSTRUCT 24 w 11CP, 1750 D, PER PLAN AND PER PROrTLE ON SNEET $ S I SECTIONS ON SHEET 2. AND PER TYPICAL TRENCH DETAIL ON SHEET 2. S4 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD 300. (W AND V 6 3 O BLANK PER PLAN) (AFTER 0.10'COLD PLANE,SEE NOTE S) :11 EXl'ST. SI11CWALK Z3 VARIES O SEAL ALL EXISTING PAVEMENT CRACKS, #- Olt LARGER, AND PLACE SS CONSTRUCT LOCAL DEPRESSION PER CITY STD 307, CASE A. 0•IOMiN 47�_1�7s 0.10' MINIMUM ASPHALT RUBBER HOT MIX PER TYPICAL SECTIONS ON Q -=� ��5- SHEET 2. 56 SEE SHEET II FOR NOTE DESCRIPTION. \\ G> 010 ARHM W IHP>�oJCiM � � OVERLAY . s7 INST,A[.0 ! !/2" wAT"Cft Ne7'e!L Pe~A- Gawa src, OrvW p2 C�1+��ouTlo4l To OE7,-P_"f fWP 6`/ G1TY t uwt� /R/bPeFCT . COLD PLANE s = EXISTING AN ' �u�cfcG�lE' �-��' !'�� - V I s 4 A4c/-SW-A u19 5 R•ecoNH6TNOAT1C0L(S FIIJCSN 40AK•445rO WITP4 5B SEE SHEET 8 FOR NOTE DESCRIPTION. o tdAT Ss�c/ol� A.C. FILL (0.10'TO0.50'1 I i o O CONSTRUCT VARIABLE DEPTH A.C. OVERLAY (0.10' TO 0.50'). SEAL To MEETNEW A.C. PROPOSED j o o r _ _ _ ALL EXISTING PAVEMENT CRACKS, 1/4" OR LARGER, AFTER COLD 59 CONSTRUCT R.C. HEADWALL INLET WITH WARPED WINGWALLS PER ELEVATION AS SHOWN. M _ o c � I � PLANING OPERATIONS, PRIOR To PLACEMENT OF THE A.C. OVERLAY. CALTRANS Sq'p PLAN D86 -B. FURNISH AND INSTALL CHAIN LINK n I I TOP 0.10VARIES ' OF PAVEMENT (0.10 ! BUTT JOINT) SHALL BE ASPHALT RAILING, TYPE 7, PER CALTRANS STD Bll-52 ON HEADWALL AND WING 2 Ext`' RUBBER HOT MIX. MALLS. 0.10' COLD PLANE EXISTING PAVEMENT SURFACE PER DETAIL 6 ON SHEET 2. CONSTRUCT R.C. COLLAR PER CITY STD 329. (DIAMETER TO MATCH PIPE TO BE CONNECTED) FIRL DEM VD6111L10! f1DM S*. T 14S M 8445 O BLANK OTHERWI DUSTING STING 51DEWALK AMM 6 64 SEE SHEET 9 FOR NOTE DESCRIPTION. VARY PAVtiAY CROSS- FALL FROM STA. 8150.00 TO HAVEN AVE.' O BLANK CONSTRUCT MANHOLE NO. 3 PER CITY STD 320. 10 66 73 SEE SHEET 7 FOR NOTE DESCRIPTIOV,, 6 - CONSTRUCT NEW PAVEMENT 0.10' BELOW GUTTER O CONSTRUCT VARIABLE HEIGHT RETAINING PCC CI7RB AT BACK O! BASELINE ROAD LIP FOR ARHM SIDEWALK, MODIFIED TYPE Al CURB, PER CITY STD 104. VARY '. 74 CONSTRUCT 114- RCP (1200 D) , WITH SPECIAL COVER PER 3 CURB HEIGHT FROM 1 1/2- TO 6 1/201 AS NEEDED TO AVOID PER PLAN AND PROFILE AND TYPICAL TRENCH DETAIL EXPOSING EXISTING BLOCK MALL BELOW EXISTING SIDEWALK ON SHEET 2. FINISHED SURFACE AND PER THE DIRECTION OF ENGINEER. Q CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CITY STD 334. _ (8' X 10' RCB TO 114" RCP) 1® CONSTRUCT A2-8 PCC CURB AND GUTTER PER CITY STD 104. TYPICAL SECTION - 1 CONSTRUCT PCC SIDEWALK PER CITY STDS 103 AND 114. 76 BRICK ANANDON D MORTAR BUL.KHEADSCATIEACH END. REMOVE� �ALLREXPPOOSLE EOND TY P i C A L COLD PLANE & OVERLAY DETAILS © WSTING DRAINAGE IMPROVEMENTS AT EITHER END OF THE EXISTING NO SCALE NO SCALE 12 CONSTRUCT D1-8 AC BERM PER CITY STD 104. CONSTRUCT BREAK IN BERM AT 20'± INTERVALS AND/OR AS DIRECTED BY THE ENGINEER. RCB. BACKFILL ALL RESULTING TRENCHES WITH EXCESS MATERIAL • - (� ,MOUl1s1�9 &�10� FROM PIPE EXCAVATIONS. 1® CONSTRUCT PCC HUS BAY PER CITY STD 119 AND PER PLAN AND 77 CONSTRUCT MANHOLE NO. 2 PER CITY STD 319. ITT PROFILE. 78 CONSTRUCT MANHOLE NO. 4 PER CITY STD 321. low VARIES 41' TO 49' I _ 14 CONSTRUCT PCC WHEELCHAIR RAI!NP PER CITY STD 102. 79 CONSTRUCT 36- RCP (1750 D) PER PIAN AND PER PROFILE ON SHEET Q CONmurn10N 1® CONSTRUCT PCC DRIVE APPROACH PER CITY STD 101-A. 8 AND PER TYPICAL TRENCH DE'T'AIL SHEET 2. 94, I 1 19 BLANK • 82 SEE SHEET II FOR NOTE DESCRIPTION. El<n90m VARIES ADJUST EXISTING SURVEY MONUMENT COVER TO GRADE. 83 CONSTRUCT MODIFIED CURB OPENING CATCH BASIN PER CITY STD 300. WALL 11'10 15' MODIFY WITH FLUTED ENTRANCE PROJECTION PER CASE I OF CITY STD VARIES 3s,To 317' Ar OLD PLANE Ze-c W'two 309. PROJECT ENTRANCE 51± AS NEEDED IN THE FIELD TO CLEAR 2O ADJUST' EXISTING MANHOLE FRAME AND COVER TO GRADE. � 3 YARIEG 4'T02Z' A.C.IY[R'LAY /t,4.+t•/rrsr.,th/ A.C. SLAY THE EXISTING 10" H.P. GAS AND TELEPHONE CABLE. SEE SHEET 8 r EXIST. RAISED MEDIAN WILY PER PLAN FOR THE PROFILE DETAIL. (W AND V PER PLAN.) 1 EXIS TEAL RIW tX 0' t 0 A © PROTECT EXISTINGWIMPROVEMENTBIN PLACE.GRADE. SHOWN ON \ L s rER rL.w O •4 CONSTRUCT MODIFIED REINFORCED CONCRETE COLLAR TO JOIN 1020 (rrr.� nce PIAN• ) DIRECTION OF THE RCP WITH TNO 48" RCP'S PER CITY STD 3LE FORK INSIDE OF RIESTI'TO N' VARIES FROM 3S' TO 87' �� !�'LR' T�j] 1 24 RELOCATE EXISTING ITtPROVEMENT PER THE COLLAR AS NECESSARY TO PRODUCE AN OUTLET HEADWALL WHICH FILLS / THE VOIDS BETWEEN THE CONNECTING PIPE SECTIONS WHILE 1'(Miaf. I r^W ttX/fT #URFACE ENGINEER. (TYPE SHOWN ON PLAN.) TRANSITIONING THE INSIDE DIAMETER AT THE SPRING LINE FROM APPROXIMATELY 8.8' (! 2-48- RCP) TO 8.5' (8 102- RCP) IN THE \ NAR16 Zr ' I ��j 25 ADJUST EXISTING METER BOX TO GRADE. 1' GAP BETWEEN THE ENDS OF THE PIPES (STA. 36+00 TO 36+01). { \ pSj,TO/q11 ISTRAISED MI,D11IAN 4 �� BUTT JOIN >R I� r 3'fx• �- (PROTECT) ate , 26 RELOCATE EXISTING TRATFIC SIGNAL IOVIEMLIFa SEE !MEET 20. •5 CONSTRUCT DOUBLE ROTI BRICK AND MORTAR BULK HEAD AT END OF RCP VARIE! STUB OUT. (DIAMETER TO MATCH STUB OUT PIPE SIZE ON PLAN. ) FROM Ir TO 17' socTtON E OF CONST. ADJACENT TO EXI TOpREMOVE EXISTING IMPROVEMENT. (TYPE SHOWN ON PLAN.) ®6 REMOVE INTERFERING AND PARALLEL EXISTING DRAINAGE IMPROVE- LINE UTTERS GROSS TTERr7 EIDJACENT PAVEMENT O MENTS, CONSTRUCT 108- RCP (1200 D) , WITH SPECIAL COVER PER FILL \ Q I�EI9pJPi� �(5 IMPt� BM6i,� s • �� 28 SEE SHEET 3FOR NOTE DESCRIPTION. , PER PLAN AND PROFILE AND TYPICAL TRENCH DETAIL PRD1! F.t. I-----+-_' CAL COLD PLANE DETAILS 29 REMOVE EXISTING BLOCK WALL AND CONSTRUCT NEW BLOCK WALL AT I w ON SHEET 2. 1 VARIES PROPERTY LINE PER PROFILE AND TYPICAL SECTIONS (CASE 1,2, OR t•7 CONSTRUCT 63 RCP (1400 D) PER PLAN AND PROFILE ON SHEET Ll to I' TO 171 yr,s•�°M' NO SCALE 3) SHOWN ON SHEET 4. MATCH EXISTING BLACK TYPE AND COLOR. i AND TYPICAL TRENCH DETAIL ON SHEET 2. ?b SAG EXISTIn't C•F. 30 EXISTING CCWD IMPROVEMENT TO BE RELOCATED OR ADJUSTED TOr 88 REMOVE INTERFERING AND PARALLEL EXISTING DRAINAGE IMNPRdVE- Ei17L CNANNEL''1T. GRADE BY CCWD. (TYPE SHOWN O!I PLAN. ) MENTS, CONSTRUCT 96" RCP (1250 D) , WITH SPECIAL COVER SEE STOQ11 RItA1N 1 I - PER PLAN AND PROFILE AND TYPICAL TRENCH DETAIL SEE SNS AND UNCLASSIFIE '.� 31 REPLACE EXISTING TRAFFIC SIGNAL LOOP SEE SHEET 20. ON SHEET 2. TIPICAL TRENCH • 91 SEE SHEETS 10 9 II FOR NOTE DESCRIPTION. SECTION FOR A1PMONAL f , INFORMATION � VA 1Z1E3 � 32 EXISTING IMPROVEMENT TO BE RELOCATED BY OTHERS. (TYPE S)N09IN 0 92 RECONSTRUCT 120'± OF EXISTING 8- VCP SEWER COMPLETE WITK DROP N PLAN) w o O ONS REMOVALS, ABANDONMENTS CAPS AND NEW 8 HOLE CONNECTIONS, EM FROM STA. 144+00 TO A. 157♦00 . MAN , ST I S, VCP AND D.I.P. ALL PER DETAIL 92 ON SHEET S. W 33 EXISTING IMPROVEKENT TO BE ADJUSTED TO GRADE BY OTHER ` I _ I!c O (TYPE SHOWN ON PLAN) 93 PLACE CEMENT SLURRY BACKFILL BETWEEN THE PROPOSED RCP AND VARIES_ FROM 8s' TO 42' ^ r PROP Q.Ct? STDYM EXfST. ,W -' Q NEDMM = 34 PROTECT EXISTING IRRIGATION SYSTEM TO THE EXTENT POSSIBLE. 96 EXISTING 41" WATER LINE PER DETAIL 93 ON SHEET S. DRAIN (SEE PIAN fink 512E) CHANNEL � I� � s CAP OFF INTERFERING PORTIONS WHERE IRRIGATION MILL NO LONGER -T--SEE SHEET 14 FOR NOTE DESCRIPTION. s BE NEEDED. RECONSTRUCT IRRIGATION SYSTEM, INCLUDING 97 00 BLANK . EPROVIDING NEW SOURCE LINES AND CONTROL VALVES WHEN NECES- \ � W TING LANDSCAPING IS TO DESCRIPTION. ST AND EXISTING 10 `03 TS 3 8l7 FOR NOTE O SARY WHERE CONFLICTS EXIST SEE SHEETS PROP •'RIO' L1 _-- ' R.C.S. REMAIN WHICH MUST CONTINUE TO BE IRRIGATED. \ ••;•. - ' 0 REMOVE EXISTING DRAINAGE IIMII'ROVElNEFI'T'S. BACKFILL ALL TRENCHES i 104 \ ` CX. f.S 3 39 BLANK WITH EXCESS MATERIAL FROM PROPOSED STORK DRAIN TRENCH EXCAVA- TION. DO NOT USE CONTAMINATED EXCAVATION FOR FILL MATERIAL. I oa SEE STORM DRAIN IMP PLAN � � 40 CONSTRUCT SUPPORT FOR EXISTING •- VCP SEWER PER APWA SPD ADDITIONAL FILL MATERIAL SHALL BE PER SPECIFICATIONS. \ SHEET- a TYPICAL TRENCH rDRTRExI'I16'It ICP 224. CASE LEFT TO CHOICE OF CONTRACTOR. VARIES 14' TO f9' \ I SECTION FOR ADDITIONAL INFORMATION � FURNISH AND INSTALL 8' HIDE WOOD BARRICADE. CONSTRUCT BARRI- I SEE TfT. TREIiCN DETAIL 41 CONSTRUCT 30- RCP (1750 D) PER PLAN AND PER PROFILE ON SHEET CADE A5 A MODIFIED SINGLE PANEL OF THE BARRICADE SHOWN IN TRENCH DETAIL SHEET 2. CITY STD. 131 A , WILY. rt CONSTRUCTION � _ �� HEREON 8 AND PER TYPICAL TR R1ST !�. VARICS 443, TO i2' / 12 FURNISH AND INSTALL 4- PVC PIPE (SCM 40) FOR FUTURE IRRIGA- ®0 CONSTRUCT 2'± HIGH CONCRETE BLOCK SPLASH DEFLECTOR WALL PER TSP VAtiES 1t'10 Z'i' TION SLEEVE. CAP EACH END. LOCATION SHOWN ON PLAN IS PIAN AND PER CITY STD. PLAN 606. (EiOMINA.. 2'± HIGH EXPOSED VARIES i 3 �� A HEIGHT FRAM T.W. TO T.F. ---�/ NALL FACE 3.35 TOTAL W I.I. ) �NANMEI APPROXIMATE. ACTUAL LOCATION TO BE SET IN THE FIELD TO 13' TO 2D' STA. 127 + 75 TO CHURCH STREET --'j PR • (SEE PLAW FDR SI2U INSURE CLEARANCE FROM POTENTIAL OBSTRUCTIONS, MINIMIZE PAVEMENT TRENCHING, AND STILL MAINTAIN A STRAIGHT SLEEVE ( I 3 VRIESt2m4rALIGNMENT. A ETW. ' MEDIAN '(INOTECII REPLACE EXISTING 6- PVC CM 4- PVC DRAIN PIPE TO 8" PVC PIPE NLOCK 107 109 O N t e FROM R/W LAE TO CONNECT TO PROPOSED MAINLINE SEE SHEET 15 FOR NOTE DESCRIPTION. MALL RCP- .j TO BACK OF PROPOSED CATCH BASIN AS SHOWN �� 110 INSTALL 1.5 GALVANIZE STEEL IN RCONNECT UIT PR I.C. H t TE COND 9 6 .C.Nrt ST It MINIMUM GRADE. PUNCH HOLE ON THE PLAN. MAINTAIN AT LEA O # 5 PULL BOXES AT MAXIMUM 200 FEET ON CENTER. SEE TRAFFIC FR04M STA . 9 + 10 T O STA .' 36 +00 IN RCP OR C.B. AND MAKE CONNECTION WITH EPDXY SEAL. SIGNAL MODIFICATION PLANS FOR CONNECTIONS AT CHURCH STREET z AND BASE LINE ROAD. CONSTRUCT JUNCTION STRUCTURE NO.2 PER CITY STD. 331 RECONSTRUCTREM I I 4S CONSTRUCT 18- RCP, 2000 D, PER PLAIT AND PER PROFILE ON SHEET O BASION EIN AKIETSUCH ING OTCHAT TAL DHE OPEN NG ISOY 0.6 INHEIGHT CONSTRUCT _ =x ISTING CATCH n d.syr�P.otr � STORM DRAIN TYPICAL SECTION "' • I.O �� QR�NoJED lif5 tf'1pICaJ�► TS 8 OR 13 AND PER TYPICAL TRENCH DETAIL ON SHEET 2. NEW LOCAL DEPRESSION PER CITY STD. 307, CASE E. USE Y,= 6. o3b NO SCALE 46 EDISON TO CONSTRUCT NEN STREET LIGHT FOUNDATION, IAROVIDE NEW +, 1•T POLE (9500 LUMINARE) ; REMOVE EXISTING STREET LIGHT AND •4+ - ' N ; FOUNDATION IF ANY; AND INSTALL NEW WIRING. CONTRACTOR IS -�� REQUIRED TO REMOVE EXISTING STREET LIGHT CONDUIT IF ANY; , _ 44 I3RAUEZO THE L)hC5 MID FILL EXISTING FOUNDATION VOID IF ANY; INSTALL NEW PULLBOXES; r INSTALL. NEW STREET LIGHT CONDUIT WITH /I(Odt7 IFCI �GfE ¢ '�r?l QG q GRADES SHOWN ON INE PLANE PULLROPE; AND BLACK OUT NEW SIDEWALK FOR NEW STREET LIGHT 1 - - --- �UNPIDATIONS WHERE MASTARMSLSHAILEBE L'PER EEDISON S REEET LIGHT I CHANGES FROM THE ORIGINAL DESIGN I 1' WHERE 110 UNE MATERIAL BACItF1LL SPECIFICALLY CALLED OUT ON THE PLANS TO BE 8' LONG AT BUS BAY CITY SEE SOILREPORT AND VE STD. AND RIGHT TURN POCKET LOCATIONS. DESCRIPTION OF REVISION DATE APPROD 8N[IA55IF1ED FILL SPECS. Q MODIFY EXISTING TRAFFIC SIGNAL IMPROVEMENT PER SEPARATE I� IINEL i � TRAFFIC DRAWINGAN ?NOD392C;TION PLANS. (SEE CITY IMPROVEMENT CITY OF RANCHO CUCAMONGA NOTE' SM SIDES OF TRENCH REGILLIRES PIAN QOM CHURCH STREET TO ATA. 144+00 SOLID BRACED SHORING. < 4® INSTALL TRAPFIC LOOP DETECTOR WE STORM DRAIN ' FROM STA. 1 57+00 TO STA. 160+00 T4Z '�.,I CiHE NE TOR SHALL PREPAKE MODIFICATION PLAN. IMP PIANS AND I IMPORTED _L THE NECESSARY SHORING DESIGN DETAILS IN ACCDRDANCE TIPICALTREACW STRUCTtlRA\ WITH THE SOILS REPORT 49 INSTALL 61x 6' TRAFFIC IADP DETECTOR. (NUMBER AND LOCATION HAVEN AVENUE 6ELTIOU FOR GUIDE LINES AND SUBMIT PER PLAN). AVD1110N A t I IIIACXFILL�SEE J INFORMATION THEM FOR TME CITY'S APPROVAL STD. SPEC.'s PRIOR TO COMMENCEMENT OF S 2 SEE SHEETS 7 8 9 FOR NOTE DESCRIPTION. ROADWAY L PROP. 1NG15 SfbRh'1 t7KA0 SEE PLA% FOR SIT[ *pv T&6) AND SOIL LQ' CONSTRUCTION . • L--J REP0IZT � Q'' TYPICAL SECTIONS & DETAILS P 1 z NORRIS-REPKE,INC. • VARIES 6 TO 12 FROM CHURCH STREET TO Consulting CMI Engineers and Land Su►veyars APPROVED BY: DATE: _ Z STA. 137 t 90 A�ED�DING MaT L 18231 IRVINE BLVD. SUITE 204 oFl:ss� CITY ENGINEER RC.E N0. 24953 0 �2�- R D SEE S011 I r'-`- TUSTIN. CALIFORNIA. 92680 �lri Y o w R � DESIGN (� RECOMMENDED v HAVEN AVENUE REPDRT X714) 73°-6410 y �rQ��' FjOIfe W. R.G.B. /3/Q a .Wc No. C19442 r DRAWN SHEET TYPICAL TRENCH DETAIL EXP 9-3093 TYPICAL SECTIONS .� �« �.�. A. 2 OF 20 NO SCALE ,r �- ' � CHECKED DRAWING NO N 4 23 lF OF CAL IEO� SEE {��' R.C.E. NO NO SCALE WARREN W. REPKE, RCE 9442 W.W.R. DATE FILE NO 1568 W JN GG- `13 ,......... ..._,.,..... - ., ,._.,...._.........w....,... -- -. .._....,w_ ---.- - _e .. _.w. .. �w_ ._. _ _, - ._.. _ . _ . _ M....,,_.M. . -�- _ w - ._ 3 F ._ _ . - . . . . : t : -° 1.f. < t PILASTER ROCK I mb PC15 <TpP QiT ;�. . . < € , +54< of. 4� LL PER . CUB DETAIL BELOW f • I ' : . . I . > 1 0 Q Ra ; I Y MILL E t . . lm r` i I . . ; ;.74 �9 K1 to : 171E CR2 I 11c'. : . l[s I- I , 1L) � j i I i d _ .. ' . <. , ... , 3 O i Z - N.., -H. - .1 . + ; # a .. . I Q to ' • . 10L! . In : �' . I . F1 I . . . . < - AO ttt _a I s �p .Pt M eT.1}� �y No s N CAIE { .. jRR} � 001. 1 Ld ..A.R . ?� _ D : 8ECT10 A A A t i 0 { I M "! ,.LTi 1 ; ' ALL PIK DETAIL . . t _, �, v PROPOSES TOP Or C`UI�B• , , rte- �' � a 71 i . . , . I .� ; . M f � _t4V. r . J I ! i In j11.1 � w � a . I i. R 'n �l1�V yl5T E _... .. ....�. �.�...- .. 1111.... 1111....._ � .. ,. ..N. �. _ .. _ _ , _.�_�....,. -_. _ , M, _ _ H. . 4 f2 1111.. _.�;. __1111.. A..� _._ 1111 A_.. ,�..... .......w ..w..... .....w 1111 � . . .-.,._� ` a ITAN.R ,2 E:;;;;;p 6- C11 W I tn - ., S�1° - ; .. PIA R ----"I j r. y-- - - 7 . TAR 2 7e CASE a ` R= �'' a _ IAC DIC i 4•%/"Y li• . it L STE BLOCK . , . , _ d , .. ; �e _ ,A Ct; I MATCH EXIST PILASTER SPACING ca I . . J go O R: Z•0 �1.�� / g IF DIFFERENT . Q m � - R _--, , Rlgl . Q r >1� L . < q WALL PAAALLE TQ (i: ; A PLAN VIEW . , , : . , . . . : . . m . . , . . V 0 ♦ tO . e �- �--�_�� - " I I OC Q ' I NO SCALE , < z5 • O m V "1.bcr° �,� _I a � _ PILASTER FACADE DETAIL �2 : _: I -•T cr< © �: PROPOSE 7 'tbVt L11JE Z5 _ wN �+ �� 2a � .� - -- s i As SH L-) In ^ .� ---- T BUS '� wh . . . _ A Y I ' i (1i . t- rp ars e, W) KoC1111 . BA , 4- �� N4 y . .. �la� a _ � �7.1 I fiQxtrrFt 40 V I i h MORTAR CAP (MALI Ii PILASTER FACADE) i Z6 f41 . 11 f�1 \\1 < .`... � ; ' I : ; (3i) 111;1 •�.y p T �+� 5• yet /LD' �y 10►OF WAIL [LEY.PER PROFILE I R < . I �i .� i F. �' �jTa- . . 3. ,.. a- F �- xl It ex E r 9IW � i3s T.w 11265.10*.1�: I . , I . . 1 L :,3 5 11 11.. 2 . � _,_11...11 .w__ .. 1111 N. , .. ,_„___ M. , a ._.. ..._ _ ...,� .__ . . , >......,-.,,,_.... _... �..... . ,. �...- 1111. .,..... .., ... , 1111 ,A.,,...< b., . a e wt- - S y , CENTERED IN HALL _, , % e , i , �,:� 1-04 CONT. IN BOND BEAM I 30 , : 20.14 TW W � I : ; ; . ► I , I.. REMOVE EXIST O1tDCK E24.O.C. W S Z; Z -:-- - :a LOCK NAL z . - :e . , 2 : L . I : � ..- ~f � ,\ ' �.y , - : E I TW . . : 57 Z . i - _ _ _ . .. T 1 I JD _N -� I} If' - qf- r-. s NON-RETAIIIING GROUT ALL Mie �I . g iICGo "q� I CELLS CONTAINING RE IN F. W . 1 . . -40 . -%*- 1 is _ , < < < : , . ' I I > N < . . , : s _ -� c•WIDE CONIC.BLOCK . . _ _ . : _ .� m 12-64 } ��I- s RUNNING BOND CENTERED A y , : ; _ _ y' . ... � . , . ( i , _4 W 1,,..--N--PUBS El FACADE IEYOND, <. , I I } c .r I SEE DETAIL ABOVE ` I i . .. . . . _ 12 4 T.F. 9 I 3 . : , .. 4256 :10 . Nc o d . � + I I c B NIDE LO BL CK ; t I 17 t : , , . , ,. , r ° , < . . . T , I i „� .. 1251.10 T.F. I PROP XiST.' G ADE (,* L �IOt�SE`SIDE�� I I RETAININ6:6ROUTAIL CELLS . � ' _ . . : . 56 4 F I FlWISHED 6RADE : 1 ` 912 € i 2 J. 3 T. f - - y i - : - . M w. �.. - - - - - _ , . E TS E L ST E T RADE INA L fX S 6 _ , 1111 _. _. 1111._. . _ -. _ . . . .. ._ .. 11.11 ._.._�....�_..__. .._::.' __.. 1.111. __ , .� w...-,.,,�.,.._,.��M, _,1111 �. � - _ _ - - _ ... _1111_ 1111, 1.111 ,H ., R...._ < .r..- . M - I_ II_I - Ir :.. . ,, ., :. � .. .,. ...,<. .. A . . ... _€ , ,, ;. ..,..<. 4.._,....:. -.. v .....,,.,..,,1111.. .� 1111.--....,�. .....:.. ........ 1111. _ .�w._, ,._ .,......,.,� .. _�... ,. .�. �.i - �<. w. _III=III U( II I _ ¢ t W i� _II1c111 = _. Ln = PREP_- 64ADE a WALL IST. SIDE) NATIVE SOIL CAP a 24 _ - , �'� ir1 155�6T.1`. cn .x I of ni_nl''_, ;� COMPACTED a E j 2 > FINISHED I iuIlu M II =11, I :III:Iticl(1=]JL` ,� Ftlt i Z a I , tip► . . , j L.+! Z , RADE GRANULAR DACKFIII;� I o t - f tlal Q J ,- ST 6RADE 2 D' _111ALL! i . AT c . : I I - _ - V < a S - 6RAYE)�I _ DIN C7 ( F V ? 3 # Y U i = S. �' IF ILRETA RER ETAINING LESSRIC Om c TOP OF FOOTING i Z WI I" _ t , _ w . x 1 . AVE. a GHUR # ETRE T ; �1 p� THAN 2'0',USE ALL ELEY PER P0.0FllE �fT BACKFILL N RA ULAR BA L • , . t Z 1 < i aA7 .. a \ _ N THIS CASECK 13 A CL I . , . t 36 ZO tb Q CIC �I '� I i a- _ { <.W .Cl0 In .. EXIST. TEL CONDUIT rl U.J ## 44 p - OL.cc Lz. be } t 2 � W C9 [) N F- : N4 CONT. Ne4em* 4• IERFORA ED PIPE TO DAYLIGHT ., Q V ; v Q , ._ ,. -F tf? , { is "+v AT SOUTH END AT CHURCH STREET , . 1. CD Q LIC d ij: I fn L1 2'-G' 3-14 EVENLY SPACED .... < w : - 1 SCALE w ,. Z £ ' . to 2 MORTAR MUST BE AESTHETICALLY flC G f, - p I tial I Q. I til W t7 p 0 MORTAR ALL HEAD JOINTS ❑ • CC < J V s � I V ERT . . I =4 �, v t { ....1. . _...T....- : FINISHED ON BOTH SIDES OFRALL I X A t i w - V s _ % F_ I. III I s 4� - CASE © PROTECT AND/OR REPLACE ALL L7 7 ,,,5 w z3 �,,, _ 6 kn HOR I Z. 1 -40 1 , �• ` z w r 4 ... -_.._m...._.....__..-Z .._1_1.1._.,.,,.._ .<....' : __._.. _. SCREEN WALL /RETAINING WALL DETAIL .. _>. _ ,1111,_ _M., 29 L........ 1111. j.,,, ..,....,, 1111. EXISTING M IM OVE EN 1......11 . ..1.... - ' �, / --- Ts. C-3 3 2. �a . 1111 � /Zb /27 x 28 - � lzq , a 130 CD 131 132 N w z I33 134 Z3 1351 . 23� 24 J 3 X37 NO SCALE �-- z c� 2 1= �� 46 2 6 • `'� I 3 . W = .J 1'RO�SED OUTLET T . M 24 C, c� Ge ,o oc W °C Dc z c� -� STRUCTUR 1 2l EL x � 46 15 W m M 2 / NJ W 1 1 w v ( W � 3d1 U J w F a _ ►�, DPI CI k - � �, �- . �, m M JOIN I+ ` 8 :_ E �, 3 NOTE. oc N a 2? 46 � f zUi 31= ,� r, y �, .ri t>D % i o acl) i -, Dec v I03 3 � 2 / _ + ¢ � o[ a0 z r ao m S - yy �- . a (�o A ,� e W = 1111 I o m o g x : No �' G W F v ` J ��,, SEE SHEET No. B II FOR PROPOSED STORM r r.o, a Q o !Z-4 - ,- �,; 6+ . 23 � Lf1 n: � 8 = 6 Ln �1 n �` -� N ,� = �' �' A � DRAIN IMPROVEMENTS. \ /� ICs► �, oo O. �9 pG v aL -rLi a�, , �! "' Q 2 u, O wv I-- a' o SEE SU. SPILLWAY '" l� cc - Q m `� � N n ZS �` �L` � o z W v 3 W� \ �•p �` r- . W +1 I W • �N Z = .nl¢ � 1- - �, w �, Ln z� 22 12 �: = a co - o = 5EE SHEET ho. 20 FOR PROPOSED TRAFFIC P 0 H Lrl -� I--� � � + - LAN ON SHT T II �, o 11 , cc '� - �n c�+ o i �" ' N Z t pc� �- x + •- 5 I p ra " ca S W Ex w C1 .� ►- 42 �� SIGNAL MODIFICATIONS. -f Cc J E, 0 c� � N - W F•- '}' ♦ R` F N ., ( _, L+I t�1 H- z - cp rC to AJ " ZZg W o -t• - � cc 4 �+ on p �i r>' w J R° 11 � w �sI J \ 2b 3 22 � 3 2 L� - -- �. \ - , 4Z 9 ; 9 M °° � 3 L cnm EXIST. R/W ur w x'11 1 �Ki -�c - 3"W -W 12 F- - ��- - - v w - _ - - r - - _ --,i E _ _ I sw X \ ; i i i iii i s :i.�i 'i i i.A i 1 - ---- .. , - - 3 �- 0 �_ I --' - - - --- - - _ ; _ - _ - _ - - - - - - - _ - .-� -# . I Y { - _ F +�- 14 �'�`-rr� 1 G"owCRETE _ _ _ -777:-❑ - - - - - _ - £. __1111, �.•� � - - - _ _ c., - ,, - - ND S 59 ., .. _._ _. _--z� �� . t� �.;" " /.�i � i - i /.�3 1 Q AC. BAR 136 .�E 1 �_ �C r19 - _ _ 10 H /1 \ Z 8 - - - __ .-4 E`llST A.C. BERM - S�cTioN /NE La EXIST. 5Dfi 21 ` _ �_ 10 6 EXIST. A.C. BERM T1 r ,n - 13 6 3 SECTION LINE II � 1 J y 0 11 I - - 21 •d r 31 3 ,y) 10 6 0 3 r� 1 10 I Q 3 -0 6 L -C. IMT r- o � L� 8 6 EX C. BER 21 �� _�� 22 �A- r r-1 - 10 CB PER HEFT I �- 24"C K P OF CONST�Cc.1GT�0�i/ Ae!f � ..- I r-� 17-I r Q L.L M j L J L , - '� Ci CONSTRUCTI O M - LJ LJ LJ _ F- I 5 29 -_ _ �� ��.. -- 11�>�MOJ� i�blf/fl L� LJ LJ J L L J J - - - I t0 H ACICD � '• Im"V_0Nc�NTS -1 1-1 - T IQ p�Pil'WthD 1°P�p�,Fin lmroeME;I�TS N �, In f . _% r I a TYP �j LJ 5M14 I 31 TYP sM 11 - + + �OUBCE /B"DIP SIPHON S.M.H. \�J SMH -SNN -rri; 0 S i L!1 E,.� ---- -r MIS- _Q 10"?----- S Li 3 1 --_- , �1 'S N N r - r - -- - - E r-t r ' �, -E - E �--- E- -�- F L_J �J _ E O„w - - - E N 10"1N - - - �- - T -7 \ �- , �_il:_____:� - W.V __ _ -- _-- - -- - - __�_- -- - r---T�- - --f- - -- -_ - IG'w _ _--- - - - - - - : - T- - -� '�_ - - . . . - -- - - _ 1--=- - ---- - _ _ .r1- .• 4 -- - - - • - - - - G- - - - - - - ---- --- - -- -- 6 - .- __ _- .. - -- _ . -- -- - -- . - --- - • -- _-._ . . 4 --- ---- - �-1 _ - - -- . - FH - _ _ _ - - - \Ex/ T9 -_ _ - - -- - - - � - - 1 i '�. �' EX/sT 36 SD•� `�- n J L J L, EX/ST. RIW HAVEN * /I- // ♦ AVENUE i r-i 0 i LJ .k J� ��� f \ \ I ` ' lJ LJ LJ3 �.1� �- / ___ � P�Q'� I I I r �i SIDEWALK LOCATION CHANGED Be7,Ue_K x00&o• 11/20/96 , \ �I l ., \ o I k FENCE MODIFICATION 7/21/96 [::_��""­ . 0 I W \, �F � O G I I CHANGES FROM THE ORIGINAL DESIGN 4 1l 96 CONSTRUCTION NOTE \� \ ` + ��\ `�� ~ 0-40' I S �- \ �y-o \ � S� C� I I h y, CITY . '�tii, �P ,50 I �" 1DESCRIPTION OF REVISION DATE APPROVED G xbI- �'� O SECTIONSTO0.321 AC N SHEET 2BASE COURSE OVER 0•63' AB PER TYPICAL 24 � EER.�(T PLGSH DIRECTION OF ?Ili \ `((,��� �.,,��,1� CHURCH STREET CITY OE RANCHO CUCAIIIONGA (AFTER LAR COLO PLA NE,tEE NOTE f) ♦ ` �! G,V O SEAL ALL EXISTING PJ►VLKLIR' CRACR$, y• OR LARGER, AND PLACE 23 ADJUST EXISTING KETiR BOX TO GRADE. \ �O TYPICAL _ r 0.10' ASPHALT RUBBER HOT MjX PER PICAL SECTIONS ON SHEET 2. 26 RELOCATE EXISTING TRAFFIC SIGNAL INPROVENL'IR' gCi fiElP� ZO' � I' a��/cKcAErE caaextrE e �' # a-fes-,4,sr�� I HAVEN AVENUE 1 y) �. PER HAX1UFAK",k6gS Ar,1-oMMeFN0Ar/0A,eS. ,-1A11SN: C,V/6AVrL ((,��� V�I LIIT��Or mo3wJ /� W/rH Z-(,*,47 s.A✓08CAST. 27 REMOVE EXISTING IMPROVE MIT. (TYPE sNOWN ON PLAN.) 9`/ GHhN�a E D ( f)01o, COLD PLANE EXISTING PAVEMENT SURFACE PER DETAIL f ON SHEET 2. �/ 2f CPLACCT CHAIN uricFENCE 47NEW GRADEUSEALL MEW ATEPRESEALDnATCNL'1(15T STREET REHABILITATION AND WIDENING �7 REPLACE EXISTING 161 DOUBLE SWING CHAIN LINK GATE PRESENTLY ION REMOVE AND SALVAGE EXISTING PIPE GATE PER THE DIRECTION OF V AT SOUTHWEST CORNER OF HAVEN AVENUE AND CHURCH STREET WITH A CONT. 34 LANDSCAPING IS TO REMAIN WHICH MUST CONTINUE TO BE IRRIGATED THE ENGINEER AND INSTALL MF1/ 20' NIDE DovBLE C.L. SITING GATt - - 20' WIDE DOUBLE G.L.SWING GATE TOAPPK^AIMATE'_Y 60' WESTERLY AND CONSTRUCT NLN 6' C.L. FLNC[ OM EITHER SIDt, PtA C.M. 2f 10 CONSTRUCT A2-f PCC CURB AND GUTTER PER CITY STD. 104. O DOWN CHURCH STREET. 2M REMOVE EXISTING BLOCK WALL AND CONSTRUCT NEW AND AS SHOWN ON TIIL PLAN, ro JOIN FENCE AT R/N LINE AND TO R O M STA . 126 + 75 T O STA 135 +00 , JOIN EXISTING FENCE ON DEtR CREEK DRIDCL• I 11 CONSTRUCT PCC SIDEWALK PER CITY STDS. 103 AND 114. BLOCK WALL AT PROPERTY LINE PER PROFILE AND 42 FURNISH AND INSTALL 4" PVC PIPE (SCM 40) TOR FUTURE IRRIGA- TYPICAL SECTION SHOWN ON SHEET 3. MATCH TION SLEEVE. CAP EACH END. LOCATION SHOWN ON PLAN IS AP- 104 REMOVE EXISTING DRAINAGE IMPROVEMENTS- MORRIS-REPKE,INC. APPROVED BY: l / DATE: rt CONSTRUCT 01-8 A•C• BERM PER CITY NTD. 104, CONSTRUCT EXISTING BLOCK COLOR , PROXIMATE ACTUAL LOCATION TO BE SET IN THE FIELD TO INSURE BACKFILL ALL TRENCHES RESULTING FROM REMOVED EXISTING DRAINAGE Consulting Civil Engineer* and Loud Surveyor* BREAK IN BERM AT 20't INTERVAL! AND OR AS DIRECTED BY ENGINEERS. 30 EXISTING CCND INPROVLWr" TO BE RELOCATED OR ADJUSTED ro CLEARANCE FROM POTENTIAL OBSTRUCTIONS, MINIMIZE PAVEMENT IMPROVEMENTS WITH EXCESS MATERIAL FROM PROPOSED STORM 18231 IRVINE BLVD SUITE 204 rE55r CITY ENGINEER mbl2aRC.E N0. 24953 13 CONSTRUCT PCC SUS BAY PER CITY STD 119 AND PER PLAN AND GRADE BY CCWD. (TYPE SHOWN ON PLAN.) TRENCHING, AND STILL MAINTAIN A STRAIGHT SLEEVE ALIGNMENT. DRAIN TRENCH EXCAVATION. DO NOT USE CONTAMINATED Fri Oh PROFILE. EYCAVATIOIJ A5 FILL. t'sE �TojZM pgAI,.l pLAt-& TUSTIN. CALIFORNIA, 92680 4,� W �Ce" DESIGN t, , RECOMMENDED 31 REPLACE EXISTING TRAFFIC SIGNAL LOOP f.p*• 6ptee•' Q,O . Q E•µ R 11 14 CONSTRUCT PCC NHEEZCNILIR RAND PER CITY STD. 102. 46 EDZSON TO CONSTRUCT NEW STREET LIGHT FOUNDATION PROVIDE NEM (•I14� 730-6410 ,\4. Q� F,o �, ) POLE (9500 LUMINARE); REHOVB EXISTING STREET LIGHT AND FOUN- 2 9(r O3 48" 3J.uO' 55.02 35 04 H z IfE, % f�G,B, �h- 15 CONSTRUCT PCC DRIVE APPROACH PER CITY BTO. 301-A. 32 EXISTING IMPROVEMENT TO D[ RELOCATED BY OTHERS. (TYPE BROWN DATION IF ANY AND INSTALL NEW WIRING. CONTRACTOR IS REQUIRED u >� ON PLAN) TO REMOVE EXISTING STREET LIGHT CONDUIT IF ANY; FILL EXISTING ` W rn DRAWN SHEFT 20 ADJUST EXISTING SURVEY NONUNENT COVER To GRADE. FOUNDATION VOID IF ANY; INSTALL NEW PULLBOXES; INSTALL NEW I 139° 55' 00" 35 00' 54.93' 34 95' me NO' C19442 r - 33 EXISTING IMPROVEMENT TO D* ADJUSTED TO GRADE BY OTHERS. STREET LIGHT CONDUIT WITH PULLROPE AND BLOCK OUT NEW SIDEWALK / 10 9/j�/�3 s Nn/ � G.D A 3_ PIF-20 21 -ADJUST [XISTING IWNBOLE PLANE AND COVER TO GRADE. (TYPIC SHOaN oN PLAN) FOR HEW STREET LIGHT FOUNDATIONS WHERE APPLICABLE ALL PER NC► R L T / �r CHECKED DRAWING N0. D C EC ED a L EF 3+1 PROTECT EXISTING IRRIGATION TtSiEM TO T14E EXTENT P'b�+9l6LE. [JIPOFf EDISON STREET LIGHT PLANS. NOTE: MOST ARMS SHALL BE 6' LONG r CIVIC ? SEE T 2 ADJUST EXISTING NATjIt VALVE sox 1'O GRADE. Q , / - qr OQ R.C.E. NO IKTERFERING PORTIONS WHERE IRRIGATION WILL IID LDNGER BE NEEDED. EXCEPT WHERE SPECIFICALLY CALLED OUT ON THE PLANS TO BE 8 Lr OF CA1-�F WR/,4B 1568 T 1 RIC.ATI0N SYSTEM INCLUDING PRDVIDIUG NEW 50U2LE LIMES N KET LOCATIONS. CURVE D A T A K DATE FILE NO PROTECT EXISTING IMPROVEMENT IN PLACE. TYPE SHOW ON ECGNSTRUC R LONG AT BUG BAY AND RIGHT TUR POC � � E WARREN MII. REP E RCE 19 2 2 E E _jN 66- ,, _ r CASE i CASE 3 4u 1285 z to WALL PROFILE AT WEST SIDE OFCD HAVEN AVE . N/0 CHURCH STREETLo I 1261.51 T.W. y 1 EXIST 1N84 XtS� T W tt6NOR1NG 121a.so T.r11.1�19.i1 tr11s' , , 10 si 1280 E 30 30 'r s ! 1277.63 T.N. 1215.82 LN !277.16 T,W 40' _ - �* : = h0 CASE i CASE 2 C1276-49TV00 1174.41, T If, 1115.15 TW _ 30 501 20' ' f °Q � ..� Qw r 1273 .81 TW 20 �. 1275 3 z 1273.14 TIN 651 - 1273.8571= J 1212.4'1 TW 35, 1V 1. 35 ! �� 1273.111 T.F. 1272.51 T.f + 1271 t3 T.W. � 121i.a4T• F. M Q 1170.46 TW. 35 35 _ � � +'� i� 1211.17 T.F. 1210 _ 1269.12TW 1269.19T•W. - - 3 S' .- �- � iio 1210.50 T.F. Ln { 2 g� 1268.45T•W. 33' - 1269.83 T.F. 6' r 1269.16T.F. o 1261-78TW. 6� a0 1268.49 T.F. m -+- . 1297. 11 T•w - - PROP /EXIST GRADE 'WALL /HOUSE SIDE) 1t M (1266.44) TW (20') 30' 35' _ - _ a0 \^`°�' ' _ 1267.82 T.F 1266.48 T. . 1267.15 T.F. oo �` V&X51-81 T.F. I cPROP. GRADE eWALL �ST. SIDE) W 7~ 1264.41 T.F 1265.14 T.F. _ - _ 5 ao EST. GRADE @ WALL (ST. SIDE) � . - co � _� 1263.80 T.F. GRADE TO ULTIMATE co� -- 1263.13 TF, W 12 62.4 6 T.F. W I - - 1261.19T.F. 1261.12 T. F. _ - z 210 1 1260 . � __4-= � - - 1259.1$ T.F. 1260.45 TF. _ 12 9. 11 T•F. C6 g -i (1258.44)T.F. � N 0 0 �i - oa 4 ILO Fri r- � 1 A?. � - � � 133100 R" 12+65 .4 fn ,_� _ - - 67.os a � - 1255 _ _ - -- - - - - PROPOSED W'LY. TC. Q n M C3 t♦ d � - / I t1J EXIST. GRADE a R/W � N inM OLO lf1 t � La i 12 GO Lei 40 - r SCALE: HORIZ. 1 a 40' I VERT. 1"s4' 1255 134 /35 /36 /37 /38 139 /40 /4/ /42 /43 !EVEN AVENUE COtfSTRVCTIOK 1rOTES Ol CONSTRUCT 0.32' AC RASE COURSE OVER 0.63' AS PER TYPICAL SECTIONS ON SHEET 2. SEAL (AFTER 0.10'COLD PLANE,SEE NOTES) I 23 E 9 O 0.10, MINIMISTING UM ASPHALT PAVEMENT U BER HOT MIXwPER LARGER, PICAL SECTIONSON LiJ V T 29 2 s z. J W �P W = 4� J SCALE /��=40" z 21 a H21 m 46 �_ A Q CY.S = I a Z U V 1!3 Q AA CY 6 O.Kr COLD FLAKE EXISTING PAVEMENT SURFACE PER DETAIL t ON SHEET 2. I;n �\` ti _j 0) 7 O Q Q % OU Z N ` z C>D �} d CD N 10 coKsrRvcr A2-e PCC CURB AND GUTTER PER CITY STD 104. a J ` '` � y�, 16 nl • Y O N L� � J v ~ O 41 p -Cie 11 CONSTRUCT PCC SIDEWALK PER CITY STDs 103 AND 116. +\ V) I M '� J O O " O A V Q O A FU.T. COBBLE N 21 ADJ(JST EXISTING MANHOLE FRAME AND COVER TO GRADE. �G J 10 29 3 _ � w 3 k ao % ,~ E e� r ¢ v _ °" 110 0 F- f 0 3 T IRREGULAR' - 9 (TVP. ) - 22 ADJUST EXISTING NATER VALVE BOX TO GRADE. 10 J 3 z Q z D(15T. BLOCK WALL O V MEANDERING tTYP) T- �� -- - - - _ _ -7 _ _ - T_ _ - _ - - -- - - - I _ ■�_� -_ _ ��- O PROTECT EXISTING IMPROVEMENT IN PLACE. ( sxc,WK ON N, 23 TYPE - - I _+ 600- �' -- - -� - a T - `� �- r 1 F- 27 REMOVE EXISTING IMPROVEMENT AND SALVAGE WHERE APPLICABLE _ _ --. i V --- r - (TYPE SHOWN ON PLAN.) _ T I EX/ST/NG ETE 1600' R } �, :•: • '. �� - - �- _ _ _ -- -- __ -` -- -- _-- - �1_ \ 29 REMOVE EXISTING BLOCK WALL AND CONSTRUCT NEW BLACK WALL AT - - - PROPERTY LIME PER PROFILE AND TYPICAL SECTIONS (CASE 1,2, OR Ci ' --- -- "-- / • ^ i:' - 3) SHOWN ON SHEET {. MATCH EXISTING BLOCK TYPE AND COLOR. - --._ --. --i---- - + 70 � - x 5 /437 t ff -- - 31 REPLACE EXISTING TRAFFIC SIGNAL IADP t�Eg {i;� fQ. 1 10 SECT/O/V L//VE to `PRO PO �D 14" R.C.P.LA qt Ip END 8' )( 10' R.C.B. 3 6 / / I 3 6 b 3 5 ,� EXISTING IMPROVEMENT TO BE ADJUSTED TO GRADE BY OTHERS. (TYPE SHOWN ON PLAN) fl) 3 BEGIN PROPOSED 114" R.C.P 31 ¢� CONS 7'R CT/ON � ti • PER S.D. PLAN SHT 12 4s EDISON TO CONSTRUCT NEW STREET LIGHT POUNDATIOH, PROVIDE NEN , 1 - - POLE (9500 LUNINARE); REMOVE EXISTING STREET LIGHT AND FOUNDATION IF ANY; AND INSTALL NEW WIRING. CONTRACTOR IS _ o ►� EX15T. RAISED MEDIAN _ REQUIRED TO REMOVE EXISTING STREET LIGHT CONDUIT IF ANY; --� FILL EXISTING FOUNDATION VOID IF ANY; INSTALL NEW PULLBOXES; Q ,��I,p N 0 4�EHbJEO r�Y ✓�iD INSTALL NEW STREET LIGHT CONDUIT WITH SHN 5MH 1 �p 1'r�ODoSV D l mma Leif "ev SMN Q a o� E%�T`� --� 3MN PULLROPE; AND BLACK OUT NEW SIDEWALK FOR NEW STREET LIGHT -�-5-- -- �p ^ ---�- - -a v FOUNDATIONS WHERE APPLICABLE ALL PER EDISON STREET LIGHT R/w 41 £.H N. fSPECNIFICALLY�CALLED OUT ON TST ARMS SHALL HE PLANSNTOEBEE! LONGAT WHERE BUS DAY MORTAR GP MALI (`PILASTER FACADE) �^ --��- E T - - � I E -,� - - T- - Q --- T- �- MN --- _ Q ___ V) AND RIGHT TURN POCKET IACATIONS. O _ TD►OF WALL [LEY PER PROFILE _J _T_ T � --- - -�_ - - - - _-. - -- -- _ -_ w /�; -ell _� 110 INSTALL 1.5" GALVANIZE STEEL INTERCONNECT CONDUIT - T - - - - - -- - - -. _._ -- - - - �r�-- _ - - jum OF - �`� �� - IO"HP FN 6 PR IG. WITH 5 PULL BOXES AT MAXIMUM 200 FEET 3 •4 a I6•O.C. /�y y 1----- - -- - - - - 10"HPG - CA7 V �a1� a ry ON CENTER. SEE TRAFFIC SIGNAL MODIFICATION PLANS 2 I CENTERED IN RAIL - - - --�C.�r-tC _ - -- -- f _ - -- - - G _ _ � - --- -- _ _ _ _ _ '�' _ _ _ I __ Q FOR CONNECTIONS AT CHURCH STREET AND BASE LINE -- - - � ROAD. 1-1K CONT I. BOND SEAM 136+64 - PT. IN PVM T. I s • EXIST. Pk.C. BERM REMOVE EXIST I DLOCK e24'O.0 i � ° L t � � � END EXIST C �G I BLOCK WALL I 2 J, N R wMORTAR ar HAVE I 139 t 49 + PT. IN PVM'T. AVENUE I f 6M I NON-RETAINING:GROUT ALL r, L To O ALL N R/W /'MORTAR CO to CELLS CONTAINING REINF. w u 6' ELEV. PER PROFILE _ ` TOP OF WALL I I u'( F-� r � EL � SIDEWALK LOCATION CHANGED 11/10/96 :r I I 6' ELEV. PER PROFILE Z ME 0-BLOCK Ir � � i> - " IQ CHANGES FROM THE ORIGINAL DESIGN 4 111196 RUNNING BOND CENTERED V ( • ( I Q 0- +l ON B• BLOCK �+ 3 I r- CITY N d � k DESCRIPTION OF REVISION DATE ,., �-----PILASTER FACADE lEYOND, I + `j w APPROVED SEE DETAIL ABOYE .� L6 OFF WIDE LONG BLOCK C3=aj o 4 � CITY OF RANCHO CUCAMONGA p 1 I u u i0 ~ WALL PER --PILASTER BLOCK cp RETAININ6:6ROUTALL CELLS ( DETAIL BELOW 09 FINISHED 6RADE _- • u_ H ~ Q .J RECTAN6iUlARDTABTIE OR _110I_III-III= 111=u1_iu_lu_111_111= ,; 6 WIDE CONIC. BLOCK .�N - Eaulr. eB•D.c. HAVEN AVENUE v, N ' =n1-111 2 '! W 6 NIDE CONIC. BLOCK W 111111= NATIVE SOIL CAP COMPACTED60 _� = Z i� u� 12 EXIST. I=El= 11 N FILL Q + FINISHED !' 111=lu A= 11 =1�i 111=111=III=1G: W o F- > GRANULAR6ACKFILL� � IS•wIDE CONC. bLOCK = yam W ' < , STREET REHABILITATION & WIDENING GRADE _ (EXIST.GRAVE + I ' Auj LL_w - < Z D'wiDE CONC. 6LOCK SECTION A-A - F I GRAVEL NRAPP�D IN = d La � � NO SCALE J W S - FILTER FABRIC OMIT 4• P.V.C. (NOW-PERFORATED) < i e I - - GRANULAR BACKFILL FROM STA 135 +00 T O STA 143+ 00 = I = IF RETAINING LESS TOP OF FOOTING 4 ; �c - _ - A - THAN 2'D',USE ALL ELEY PER PROFILE (CASE 2) 3 z ., o _ _ II 4 PERFORATED P.Y•C. ALL PER DETAIL GRANULAR BACKFILL J � J N = I MORRIS-REPKE■INC. 164 IN THIS CASE. 3i' i 4 oc i `� 1.- N r- i:. :: ConsultingCM EnglnoerB one L.ond surv.yers APPROVED BY: DATE: EXIST. TEL CONDUIT t) a I _ ® OMIT MORTAR In ALL HEAD sic r� o w f _ ♦4 CONT. •4 16 4' PERFORATED PIPE TO DAYLIGHT JOINTS IN SECOND COURSE ? = 4•><e~Y16~ 18231 IRVINE BLVD. SUITE 2 �P ifESSIO* CITY ENGINEER amu' RC.E N0. 24953 ^ AT SOUTH END AT CHURCH STREET '' -- � �� PILASTER BLCKK TUSTIN, CALIFORNIA, 92680 lav W. R 4(e" DESIGN �f. RECOMMENDED 2'-P 3-*A EVENLY SPACED 4 •'• 714 730-6410 �+ Q, f,0 Q 1. ! F O.C. I �. o �h 2 MORTAR MUST BE • SEE CASE I FOR FOOTING . •'� 1 ' .. �� �� s R G.B. 0 MORTAR All HEAD JOINTS � � • S= MATCH EXIST. PILASTER SPACING � � fINISHED ON BOTH SIDES OFRALL DETAILS, MALL REINF., SEE CASE I FOR FOOTING IF DIFFERENT No.L C19442 rn DRAWN SHEET 2-6• PILASTER FACADE, NOTES, DETAILS, HALL REINF., W T CASE 1 © PROTECT AND/DR REPLACE TIANSITION 4' P.Y.C. 2' 6' A PLAN VIE W ALL EXIST- IMPROVEMENTS ETC. PILASTER FACADE NOTES EXP 43-30-93 w G.D.Q. 4 20 NO SCALE THRU WALL BETWEEN + � No SCALE � 29 SCREEN WALL IRETAINING WALL DETAIL CASE 2 CASE 143 ETC. PILASTER FACADE DETAIL AV ■+• NO ��-9 l r CML C+ CHECKED SEE LEFT R.C.E. NO DRAWING N0. NO SCALE ARREN W. REPKE, RCE 42 W.W R. DATE FILE NO 1568 CASE • NO SCALE � f OF CAt,,F � C3 I s 4- F= ILI + w in v '�= EXIST T.W. (IGNORING EXIST. STEPS) tn 1281.5,1'1 W I?so Izso 1300 — o _ h• PROP /EXIST. GRADE 6-ANALL HOUSE SIDE ) _ _., ___ An � r + 1275 � 1275 � � - o M 12 95 PROP. GRADE &WALL (ST. SIDE) - o o + 2 *A,'Is 1273.ISSTF. f273.>35 T.F. Q, R Z EXIST. GRADE PR/W `— ��' o 0 _ -� W o 0°00 1210 ` , o In N 1290 - � � 0 , _ vo Ln In v 00 a .2A,•I• ��-- W+o a0 % ago M R d W 1285 : dam — � � � M La 0 0 �` + 0 Ih � �• M �� �� R� t2 PROPOSED W• LY. T.C. 1280 0) N = +.1.35•h R= k 1.8a` 1- + N• R tn01 'ti �a t. 1.84 . d Z O'fi'ft R F- t` � N � 1275 v . ' — 84 •�' .� `� _ FLOW LINE a BUS BAY w W 1270 ...I u PROFILE a HORIZ. 1"=40' ' SCALE: VERT. 1"=4' 143 /44 /45 146 /47 /48 149 150 /5I /52 I53 154- , M O 00WSTRUC! 0.32' AC SASE COURSE OVER 0.61' AB MM TYPICAL A "f SECTIONS ON SHEET 2. 4b inn 34 (AFTER 0.10' COLD PLANE,SEE NOTE J Z ` .7•T ^ O SEAL ALL EXISTING PAVEMENT CRACKS/� %* OR LARGER, AND PLACE J cn Q �' ���,,,JJJ ' 0.10' MINI" ASPHALT RUBBER HOT NIX PER TYPICAL SECTIONS ON OLSHIPrT 2. Z Z F' Z 2l 21 m to Li ii / 2l 46 Z7 0 UIGY.�— CaAjef� Dt�Nc,F( MOD F-1- At A-PA9-/NSrALL o �` U, Q) 2l z z u� 5 CAL E - / =40 2l 2l W + 4 Pik MA,(/U�/4Gf7iR eile.5co�NaSAvo�ra,V. f/�t!/SN A/47L&A + c~n v' � �" a ¢ In ~ t coNciev,m wfrK tw&wmT SA.voarAar- Mbm: A Vr m Q v g Z Dc Z v MIT r 6O O.K)' COLD PLANE EXISTING PAVEMENT SURFACE PER DETAIL i O11 SMELT 2. W O r U ¢ �[ W F QO 61 W az 00 � A Q W m W V ;6 '( Q 10 CONSTRUCT A2-6 PCC CURB AND GUTTER PER CITY STD 104. to Z9 O m + p_ w Q W - r, CL Li.! W d be W_ 1() W 4p 11 CONSTRUCT PCC SIDEWALK PER CITY STDS 103 AND 114. W+' i+ 3 4 eLLJ Ln .� A c, � ar A be [ FUT. COBBLE J c� o J - a �,1 + 'f G3 A 4- LO tin \ ~ A r W F- r En A �TYP) A Z L �l r M O 13 CONSTRUCT PCC BUS BAY PER cZTY.STD 11s AND PER PI.71N AND O 13 O A z d w W A ^ Q O F1 1^ f PROFILE. O L _ ¢ Z3 ? W .� W . 21 ADJUST EXISTING MANHOLE FRAME. AND COVER To MADE. —� OO EX1(3T BLOCK WALL a MAYL1(iHT 11 �° d 1t2 3 _ EX16T BLOCK YVALLQ — O' _ —_ _`_ 4 PROTECT EXISTING IMPROVEMENT IN PLACE. (TYPE SHOWN ON "10 ° t =y 23 PLAN.) Aw— TY � � p - — -r--1 f1 Vii+ r ; I I Z * + b — - �� AYLIGH 27 REMOVE EXISTING IMPROVEMENT AND SALVAGE WHERE APPLICABLE "/�- -- -� - (TYPE SHOWt! ON PLAIT.) - -- - — l'17 1600 R _.:. - R �q� --+� - - - — -'---- 6 - - - v —� �4 1 1600 1 'A� 29 REMOVE EXISTING DI,OCR WALL AND COIISTRUCT NEW BLOCK WALL AT t� n n ++ — - 110 100 R V 1 O owN s (CASE 1, OR `I' `.� 3ROSH ON SHEET 4. WATCH EXISTING DLOCK TYPE AND COLOR. - ER PROFILE AND TYPICAL } < ��� j ✓ /4w ' /47 /! /4� !i€> /F� �� �� /5/ i �J - - / ��. -�i `�.� - /j� - fl + 33 EXISTING IMPROVEMENT TO BE ADJUSTED TO GRADE BY OTHERS. j ` 1 / (TYPE SHOWN ON PLAN) TTT e /�.^ PROPOSED 114 R.C.P. S➢ .- _ _ _ —� - 3 10 `1 I IQ cJ I v �� k0 PO S ED I D d�� R.C.P. S D. �Ipy 34 PROTECT EXISTING IRRIGATION SYSTEM TO THE EXTENT POSSIBLE. PER/1-Sl PLAN SHT. I 1 3 A o a PER SD. PLAN SHT. 13 3 1 6 v d q �j �p 1 I�J 6 O CAP OFF INTERFERING PORTIONS WHERE IRRIGATION WILL NO LONGER vJ 6 /4� CO S T/4UC T/O/V G u+ r^/+ �/ t SE NEEDED. RECONSTRUCT IRRIGATION SYSTEM, INCLUDING ECTION LINE �,`y N PROVIDING NEW SOURCELINES AND CONTROL VALVES WHEN NECEs- � y W V ? --/— / �` Z V� SARY, WF(ERE CONFLICTS EXIST AND EXISTING LANDSCAPING IS TO kill �� _ _ EXLIS—T. RA15ED MEDIAN r REMAIN WHICH MUST CONTINUE TO BE IRRIGATED. - - - - `_ ^^ t/1 46 EDISON TO CONSTRUCT NEW STREET LIGHT FOUNDATION, PROt►ZDE NEM LI T LIN �+ r V 0 POLE (9500 L[MINARE); REMOVE EXISTING STREET LIGHT AND 2 FOUNDATION IF ANY; AND INSTALL NEW WIRING. CONTRACTOR Ii �_��^ , 5 M.N. lOn I`� QK6MQV�D. - - - - - - --- - REQUIRED TO REMOVE EXISTING STREET LIGHT CONDUIT IF ANY; pl'�Op�Et? 5 S.M.H. O Y _ — �'H� � 1 SM.N. MH ` IFILL NSTALL IOUNDATION VOID IF ANY; INSTALL NL11 PIJLLBOXEST - v N O N S' S• -- - J n v SIM LIGHT CONDUIT WITH cl+ w JO S PULLROPE; AND BLOCK OUT NEW SIDEWALK FOR MEW STREET LIGHT - 1 (MPP. t� Nr� - _. _ � - - - s /- ---- - - _ -- - ' O fx P 1T1PP,wIrn>%ufs FOUNDATIONS WHERE APPLICABLE ALL PER EDISON STREET LIGHT + r T - - - -- - — - - -- — - - - - -- 7;:— —7---- ---- - --_-- _ tw PLANS.NOTE: MAST ARMS SHALL BE 6' LONG EXCEPT WHERE _- •` - -}i — - - -- -- T' J SPECIFICALLY CALLED OUT ON THE PLANS TO BE E' LONG AT WS SAY _ .- _ _ G - - —� -- - - -- — —— _ --- — -- - �1 - — _ -- - — — T [ AND RIGHT TURN POCKET LOCATIONS. - { t 6 J,— _� _ G - - -- - — - f T lo"N P �. - - - - - _-- �— _ - IO� NPG - + --- Ip'+Hp I10 INSTALL 1.5" GALVANIZE STEEL INTERCONNECT CONDUIT 9 cf� CRTV -- —� - - -- -- / I�--- CATV CATV �— —� 6 PR. I.C. WITH * 5 PULL BOXES AT MAXIMUM 200 FEET lissi VolON CENTER. SEE TRAFFIC SIGNAL MODIFICATION PLANS _ _ FOR CONNECTIONS AT CHURCH STREET AND BASE L'NE T _ .. -� T ROAD. r, = I J. CL SIDEWALK LOCATION CHANGED B�u4,k aov�b Z Q 20 ( 2I I 22 I 23 I 24 3�F I 35 I 36 I 37 I 38 I 39 I( I ►I /2a/9 e •fl r o CATV I _ II II �; CHANGES FROM THE ORIGINAL DESIGN 4////96 orn Ln L9;E �. I m DESCRIPTION OF REVISION DATE C1Tr cn p � 2 � TRACT Ali 12317 - 1 TRACT NO. /23/7 GPFEAIACRE DIP/VEft - Q .- - a a CREEI�CBR/OC>,E S TiQEET (PR/NATE STREET CITY OE RANCHO CUCA"Ot t _ HAVEN AVENUE HAVEN - / N a AVENUE . - STREET REHABILITATION & WIDENING ` T Ii d � FROM STA 143+06 TOISTA 154 +00 L NORIRSS REPKE,diLond NC.� APPROVED BY: �c, fClGl DATE: 24953 �p 18231 IRVINE BI.VC). SUITE 2 �r�rE8310+ CITY ENGINEER RC.E N0. TUSTI .730 CALIFORNIA, F RO IA, 92680 �'�,o �rt,N W. �pf 4e, DESIGN RECOMMENDED ' NO- C1944Z Ah DRAWN SHEET � EXP 9.30-93 (yZIA- 5 OF ?O r 4 _ ir4r CfYn. o�+�� CHECKED SEE LEFT R.c.E_100 DRAWING P40 WARREN W. REPKE, RCE 1f 2 C W W. R. GATE FILE 110 1568 o ��E 4 .. , .. ,. 1111 _.. . . . ;. �_. �. �.. : o , . .5EE SHEE T 5 :.__ .. _ : 4 :.. .. 3 MA TCH L INE 5TA. /54 4 00.00 _ - MATCH NE STA � 154+ 00.0 SEE SH��T 6 I � 97.65 > . . . , > , , ,_ . , ._ . : ♦ > ,... . . -- r t f ,^.`� - ".,. ,. ,> ♦ . 1111, , e... , , ,. ... - .._. _>.>.._ .-.» .> -.,♦- r«.._....._.. .. f • .. Iq'i 7 o -.11 ; ..; -, .,. d ,. - _. ... ,.,-1. . , . , .. , j i.. 154+313 . : EX15T. IRRIG. 5`15TEM �.. >.. . ..> . , . ;. �� � �,, .�, <".. ; .,.,_....:....-" >......... :..1..111.. -,.i , y-,.... .,-.:.,1-11 - ..__1111.,1111 ANG PT , I. 1.1 .11 .. : ...> . ,.. .. :.. '.- _. .. . , , N 15 a o 154+ 65. 63 , , � ,. i. • I - . AN . PL ANGLE POINT r.....< , �,...., ....1111 ..».:"..,.., � b_.. _ 1111 .. -, I .-"....... a... .>, ,.;....,.,.."..<.._,..i....,.> �.....> .;,_ .,..."1111 -1111. 1111.,. ,.. 1111., ... 1111 ,.,.,,. ".. ... 1111.♦ .. .. _. „e.... >_ 2 ;67, I 4� i; I 1 } _ .... .. , ,.. . .. .. . ..«.,.., ... . .. ♦ . , ._..r .. �y - �,� . o . ,.. , . > ..♦. , . , #. . , . ; i , ,>. i. -., _:.. ... .1_.1 ..11 . - , ,... ... : ND STOPPING" SIGN J 155 tD� G.B_ 0 1 s "' PADDLE BOARD N �' 13aa. ©9 , > e . � J �-1111._- .-,_"... ,,.,..,..,..,...-,.. ,. .. _" .- ,. ,_ - .. ., m ! \,� f1` i,.. ........>.....-;-'...'4-. 1111.. ,,_1111... 111_1 >..., >... , w.r.!t ..»11_11 ,_ .._.>... , .. ........._,..>..>- .....,.._..•.... ,. ... ,_ 1111>.... 1111 m : ,� . s .» , -. ,--- . , ..,_ .. a \ , ti o , . ' 4 ' \, !�' �. I�... <.. 1!11 1..; _ .,.>_ >.......,.. . . _..>, , , ,. .- ... .... ._ , .".. 1111-. , Cfl , . 1 _ . . , p , ._. . A�- > D _, : __ r .. > .. 'q i- I 1 R1 = n > a . > 1., _ , > 3 �._. , > ,_ ! 1 86f I I 155+88 � . ~d � i �, \ 15, t`> 156 + 00 -,,; x II s1-10 n .\ 1 ITYE I' 0)= 1302.9"1 y , I. � _ "11.1. 1.. _.._ ., _ > A-— . , . , . ,- _♦., , ..... . _ , .. � o = _ I _ 1 i 4 i1111,.."1111- ...:...,..>.......... ...«_.,_,......,.. .. ... _. 1111.. ,. >... , .. < >..>........ ... 1111 ., ,. 1_111 1111_. 1111>.._..... _. .. . .. . . :.._., .. _. ,., 1111,.. .. >.... > 1111 :. ... .i_-_11... 1..1 ♦ , . ....>._._..,. ,_ ., N to . . o �n C� : l 1 �l 1.111.. ' , .• . , _. . 111.1 ,. ,.. . . i . ,. 1111.. -.1- . : .. _. 1111 -- t i 1 o , I : I , I ..1111 , ,.,. .. ,. .. :. . , ., .. 1111 I _ . �. ... ., 1111 . �... _ ,- I 3 l L. __ o - "NO STOPP1pG"5lG � . . e. ,. < > ,. �! . .. A' '� . . I 11 .11 a. ;� I ° PADL'LE BOARD r, � - , ; 157+lpp I j 2 I � J " , s• . 1 8� I 1 i ,_� j.. •.... .. < ., . ....- ,. - 11.. .11 .. t.> . 5 _. 1111 .. , . .. 111.1..' .. . - _1111 . 130 I �1 1 , -- i... , 1N > : . a9' : 1 �d U � 157 t30' Svc . o i-_ :. _-> . e ,io 6. _-.__. -,. ., _ --~-- _ ._.--. -._...>__....-> ,. _ ,. »._.._ _ .. . _... } , ,., . _+ 151+45 .. >..... ... > ,t-3-06 03 an -111.1 - .... . .. <.... tt7 f'4'3' StEG:"TRR1 - 11.11.' . , _> c� BEGIN TRAN6. . ) rT f� �, 151+61 � . ., , , .,.-"..._., _.. «1.111,. . .. _ 13U6.�� E, 15' +55: .,.; ., _. .- .. < 1111.. .. . ... I I 3 Pf I © 1387.44 TC . i x o; -< .I- 4 , . .-. .. .., o I U EX15T. IRRIG n £ . I( 15'7 f8C1 �. 131+ 50 S�1 I SYSTEM (TYP) t.. , .. C' 21 1 1 1307,55 Ft,. 3a8.�4 nc y 11... 11 . , ,. . . } F I y �, :. ;111__1 _>-11_11_>.. _ i_.. ...._.-1111. (�� - I I- I I 1 57+960± \ ' - 1 , � € J t \ 3 . A N 1 • � 158{05.31 PRC " "'""" _ z I \ . .... ..< 1111,1111 . •' t 43©'3.44 7 458+Q5.3 P 1111 . 30.6 3? 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P w °' l p O O .( Gl a �' N I a µ r �I W ; ...-."._ .1»111.., .,_,.. _ >.,.,.,. -... .-.•..-_,.1 > .� I _ i n 61u L 6' WIDE OPENINGS C 4%' OPEN) .ro 33' 34' 7 - 1' WIDE PIERS C 7' PIERS) TOP OF BERM 9 - 33 - 12 6 C3 TOP OF BERM 'Top OF NEA�WALL/ RETAINING WALL TOPli'l OF BERM ( MID. SPILLWAY) W Dc .+ 90z SZ- _ F5. OVER � R.C.B. (SIDEWALK) 3 5 - ELEV. 1248 . 00 z o MAX. HEADWATER VARIES 01-10' 21 D ►- _ J:c -� SPILLWAY ' ��` 6: •t U U . �' `�� PROFILE d`� d 111- F ui IA TO FORCE 673 CFS 6 Z A c �y'�h CL U THRU. SIDE OPENING 2�� N "' � ~ 0'`�,4��_ _ T p. - �p T7 T12 49.00 CONSTRUCTION NOTES : �- .• e ° . w Z 48- HSL a �O TAIL WATER o�� - a J '� - Ila I LN 27 REMOVE EXISTING IMPROVEMENT. (TYPE SHOWN ON e•: y . �� 124 .6 PLAN. ) a oo /� - . MAI LINO Q �, - 50 REMOVE INTERFERING AND PARALLEL EXISTING x `900 P•� 0 a� � 44- HGL 1D0 O,os�p �� p� V -44 DRAINAGE IMPROVEMENTS, CONSTRUCT 8' x 10' RCB �y '� ,� y• �� - y c�� PER PLAN & PROFILE & PER CALTRANS STD PLAN w # 4� 14" O.C. EW. S 93' - 10 io /'>'/�. b �� QE. pQ D80. ( "V" INVERT TYPE) . /? 24. EX. SPILLWAY TO TRAP CHANNEL - -3'-2"* I'-4"± 6'-0' 3 / 53' X. 12"FREE BOARD / 5-0.010 S-0.010 65 CONSTRUCT MANHOLE NO. 3 PER CITY STD 320. 2.12 °F -�-� 8'x 10' R.C.B. -40 66 REMOVE INTERFERING AND PARALLEL EXISTING PCC CUT 0 WALL � - a0- ,��•��. 05-.0•057 3 RIP RAP .�: 11 a ;• t / ' :' �, : t ,�e� X909 `O� DRAINAGE IMPROVEMENTS, CONSTRUCT 8 x 12 RCB _ 1 / y � yk 9 � ��-�\�i• p ��• PER PLAN & PROFILE & PER CALTRANS STD PLAN EXIST 3' WATER (ABANDONED) ' � I = O yQ ��^ � D80. ( I-V" INVERT TYPE) . 2 `n L _ / > REMOVE INTERFERING PORTIONS 3 _(EX _ ��p• M / • ° • • • ° • .',' T ,. cMa• � CONSTRUCT 55.00 L.F. 6'x5' RCB W/ SIDE OPENING 67 CONSTRUCT 6' X 5' RCB PER PLAN AND PROFILE ON O I 1 36-- co �? 68 -3b SHEET 7 AND PER CALTRANS STD D80 ("VII INVERT 4 e 12" O.C. v a ' EXIST. TRAP CHANNEL N ao Q = 6-13 cFs ( ANTICIPATED BA51N D15CHARGE) TYPE) . EXIST 6" WATER (ABANDONED) I i TO BE REM VED 01000 YEAR CONDITION ) o0 27 REMOVE INTERFERING PORTIONS 3'I- 6" 2'-6" 31-0" '. • 5'-0" °o$ Cry 68 CONSTRUCT 6' x 5' RCB WITH 1.75' SIDE OPENING 6l A N PER PLAN AND PROFILE ON SHEET 7 AND PER 12" 4 Ca IS" HORIZ. SIDE OPENING WITH 10' 6" CONS TRUCT 30.20 l.F 6'x5' RCB '" LATERAL A PROFILE 61 t CALTRANS STD D80 ( "V" INVERT TYPE) AND PER �pQ D 673 c15 0 STRUCTURAL DETAIL 68 ON SHEET 10 .�-� lfl, UNDISTURBED EARTH 1 PIERS SPACED 6 O.C. �' V -. 24.-1 FPS SCALE: HORIZ. V- 10' �/ ICRT. 1 4' 69 CONSTRUCT TRANSITION STRUCTURE NO. 2 PER CITY ti I PROP. B'x 10' R•C.B. STD 335 (8' x 12' RCB to 8' x 10' RCB) AND CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY �j :e MAINLINE a STD 330 FOR 61x 5' RCB SIDE INLET PER DETAILS 1 a�N '• a ON SHEET 7. LATERAL "A " I ``�A--. � IS' ± VARIES li'tTO t4't " • 66 6'x5' R.C.B WITH I 70 CONSTRUCT 8 THICK RC SPILLWAY WITH 3 RC O �, FILL FOR FILL FOR SMOOTH _ ' CUT OFF WALL PER PLAN VIEW DETAIL AND SECTION SIDE OPENING I e. tt��' SMOOrH TRANSITION '^ AA � HB ON SHEET 7. WTRANSITION I w 71 CONSTRUCT R.C. HEADWALL/RETAINING WALL PER i t ; o •�' e'. y PROP F.S. CONC.SPIU_WAY w EXIST. EARTH � m SECTION AA AND STRUCTURAL DETAIL 71 ON ' �� �� •.e S SPILLWAY 5 SHEET 10 w 0 4 r '� \� _ �,�- _ --r-- 0 (ii)-CONSTRUCT RIP RAP SLOPE PER SECTION AA OF :' Q •'.r'a Q • FILL `"'' FILL `�' SHEET 7 AND PER PROJECT SPECIFICATIONS. A ' -� � T o , r " 73 CONSTRUCT BOX CULVERT TYPE WARPED WING WALLS LATERAL A ' - SECTION - W STEEL REINFORCEM NT 8" P.C.C. W PER CALTRANS STD D86 A AND PER SPILLWAY PLAN " S 1 z PER SECTION A-A Z VIEW DETAIL ON SHEET 7 . [WARP WALL FROM 5 : 1 SCALE _ 12.5' Z5' 25' 12.5' SLOPE (2. 5'HIGH) AT SPILLWAY CREST TO HOR IZ. 111= 4'4' VERTICAL WALL (8.66' HIGH AT NORTH WALL, 7.66' HIGH AT SOUTHWALL) AT SIDE INLET TO 61x SPILLWAY SECTION B - B 5' RCB. ] NO SCALE CONSTRUCTION NOTES CONTINUE BELOW LEFT 1 " y -•�_ A CHURCH STREET Z Q RETARDING BASIN 3 < CO >, H a x, "' o 0 o RIM CON91. r a r- - -� J y' J g �o a'� � E PARIES 1 51' (n In C � ,r1 ♦ i„ Ll � � a I rn o F�Ow 15 TO 20'_ (6'e BUS (61'M- BUS BAY) Ln O°) I w M N o N N l2 N A _- `" ape LATERAL "A' 5 0.010 a 2 BAY) MEAH�ER111G L.' •- � � p +I ♦ Z � \ � �5'I'� `" `'i o � 51DEWAlK PROP E5. ' I W I 4- 0 _ PROP C tG i I I _ CHURCH ST. z� rni - HAfiIN C \ \ .>as Ex.F5. _. j i � SID.M H. FI LL g ' °' FILL o j 3► 4, N A ` `J i . FLOW i = ROW / O / o 'SEE TRANSITION � Q�Q • • N 7o%F o ' FILL �� � � \ s�o.o2Bzo - - �, W 5. 0.02820 �' r STRUCTURE DETAIL 50' : � a \ 1`�, `� .,�� • ��� �° PQ�P°�� r 1n ?0 S: p p 5:1 �� h \ �� - , r+ �V I �"�U. TRAP. CHANNEL 51.70 1 �o �, . o s �y 51.'10 h $A > I I (REMOVED) JOIN ,,. 91 0 JOlN JOIN \ -- - `'\ > -►j'` Y = ,, o �S cb� ?per . FS n A o Y 2 MAX - -EX.3"W-�9p,11 - - -1-- - -- n - I-W �� - W= - - 50.1D FL Y -EX.3"W - -1 - - - - -y - :V• \� _JI F 49.IN F%- _ ' x 6•,� `� ' LATERAL 'B" I _ z GRADE TOWARD 1 R- 2 / -*-..._ . -- ?3 M �3 - �-�4;�� i - - I R=2'/- MSN - - ... ARTH "V DITCH c - EX 6"IN - - - - W INV. - - rw - E W " z:I MAX. F ILL z .1 MAX. IaI _ ►� F I L L I 2.1 MAY e, 2:I M A,(. --i I - z rn GRADING SECTION C- C 5D .10 - !"LATERAL 'A -- - - --- • - ioI � � R/W 2� a 1S TRANSITION rn;>& NO SCALE 2 G. �. FG. 8" CURB LENGTH OF EARTH SIVALE TO BE 66 S' x 12' R.C.B. 67 55' (in? BUS BAY--� --- DETERMINED IN THE FIELD TRAu51TlON STRUCTURE �ETA1L - - / 8'x 10' R.C.B. 50 69 NO SCALE / • - Lc \ _ _U _ CG8 I 71 Q SlAI✓E:T ISuNt�1✓R GNP�NGtiS O!1l,�{. 4r/i�/9G v �' H A = C N C W � w 3 W C CONSTRUCTION NOTES (CONTINUED) CITY z N °C c�' 3 z �' z 1 1 - N Z 1 2 DESCRIPTION OF REVISION DATE APPROVED 130M I- x o < o z o o vi _ � so 03 3 to 90 FURNISH AND INSTALL CHAIN LINK RAILING TYPE 7 PER CALTRANS LD ,n co ? a O x < Oo � ,,� ,� � SECTION LINE STD B11-52. CONNECT AT BOT H ENDS TO C.L . FENCE THAT WILL CITY OF RANCHO CUGAII�ONGA "' + cr,C�I J AN ao � w oo Lo o � `� + oo cn BE RECONSTRUCTED PER C.N. 28 ON SHEET .3 • a C o z + LU La a + N N ui �" L6 ,,; r•; gyri �` 91 FABRICATE AND INSTALL G.I . PIPE CHILD PROTECTION/DEBRIS RACK M -- "' `�._cn b w � � ca uj "' tr "' '� o � � � `n In PER DETAIL 91 ON SHEET 10. HAVEN AVENUE r ►.� 0 69 65 - .n "IF IF _' O1. FABRICATE & INSTALL PIPE HAND RAIL PER LACRD STD 88-02. (H = CHURCH ST. RETARDING BASIN 2411 ) . INSTALL FIRST POST WITHIN 61' OF HEADWALL/RETAINING OF CONSTRUCTION N 00° 35' 59" E WALL STRUCTURE. SPILLWAY MODIFICATION PLAN HAVEN AVENUE 102 FURNISH E INSTALL IZ' PVC PIPE (10' ± LENGTH PER ELEV. S SHOWN ON SPILLWAY PLAN VIEW DETAIL. NORRIS-REPKE,INC. APPROVED BY: DATE: CUT PIPE FLUSH TO FACE OF WING WALL . L Cr.wrl1..g C" [ter•••«• rid Leal Swverwe D INTENDED AS NUISANCE WATER OUTLET TO 18231 IRVINE BLVD. SUITE 204 tR0fESSj0A CITY ENGINEER RC.E NO' 24§53 SPILLWAY FROM EARTH SWALE 1 �_ TUSTIN. CALIFORNIA. 92680 �o 4c DESIGN RECOMMENDED SPILLWAY - PLAN VIEW- (714) 30-6410 6�l ���E" w �f� f� R.G.B. ddk _ - 104 ht REMOVE EXISTING DRAINAGE IMPROVEMENTS.BACKFILL ALL TRENCHES SCALE 1" = 20' RESULTING FRCM REMOVED EXISTING DRAINAGE W No. C19442 "' DRAWN SHEET IMPROVEMENTS WITH EXCESS MATERIAL FROM PROPOSED STORM txr q/�o/�s , PS GSA 7 of 20 SEE SHEET 10 FOR STRUCTURAL DETAIL DRAIN TRENCr EXCAVATION. DO NOT USE CONTAMINATED ; 1 q EXCAVATIOU AS FILL. ` NO. S SI 68 71 djT CtV1� O?� CHECKE SEE LEFT DRAWING NO /Z-lp- � f• R.C.E. NO w/1RRR w. REPKE. RCE 19442 E Of CALVE W.R RB DATE FILE NO 1568 i e