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HomeMy WebLinkAbout2839-1GENERAL NOTES 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND, STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 3 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 5 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 6 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 7 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 8 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 9 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 10 WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RES 4 REBAR 1 AMM a BTEO. STRAP MnTll we BOAT GRATE ASSEMBLY DETAIL W T. 3'-CreelK 2' YIN �x --� I wr TEE SEcTIN M weT Wma To an" oa in BRAIN PIPE 9 RISER V ORANGE OotJlrTr EWwVK* MQNT, aoEMENT AGEI `DnILTINB BASIN ve•xse#AAx.)%= e# i/e' le M/e" m xm,a.w dean I P.A. 2 MMM PARE gnO°T AVE3ii1$ etmrfe Dx" am" i f f r� a -- P.A. 8A it I P.A.8B / �f/' P.A. 6 r I/ P.A. 12 �s� i i P. \y GOLF r COURSE ezea P.A. 7 fi4 a 88/19 lipi / .�gfAY No. 16 } 7j f ('s a –�./ j r . � � Y I' P.A. 11 ,o �o AVENua I r P.A. 10 Ad P.A. 1 �Jy1 fi i �t P.A. 14ACURM , I P.A. 9 } I P.A. 27B �i �- F.A. 10 ti� 1 �'f ., �t ( 1; f I PARR t P.A. 1' P.A. 16 f 3 is i P.A. 27 PI -E 1 j j P P.A 2L;t i �t — 4 T 11 _ a SHT. P 7 aff P.A. 17 �¢ P.A. 14B P.A. 28A `4 h I P 19 P.A. 18 5 TrrwOLVED BY P.iR-__ ,.�� I f REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY P.A. 27A _E p P.A S� r I II REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. I �, [` _ ! f 2 NP 3 CSP RISER P.A. If I �`; �� PHASE 2 �' G _ - 6 P.A. 22 I 11 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. N� P"` j " TP. 6 -=j = -, _ I - ��C • "Im _. . vuuaa rYiiYr,,_ l" 1 I —�--�____ T SHT: 12 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH I III P.A225 P.A.24 A. 23 f ',D QTS X ' ODRPORAIS cm.rsR/ I i 3� I EXISTING CONCRETE. 13 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, 1; PRDPOBED SAY Ro- PRDP09ED PRRYLE4AY Ho.. III I; ,i INSPECTED AND APPROVED. , { HIGii7 AND AVENUE - 14 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED, BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE INDEX MAP REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. NTS CITY OF FONTANA UTILITY NOTIFICATION LIST QUANTITIES 15 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. CITY OF FONTANA PACIFIC BELL CO.CONSTRUCTION NOTES PHASE 1 PHASE 2 ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 16 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 8353 SIERRA AVENUE 3939 E.CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 O CONSTUCT T.S. PER A.P.W.A. STD. PLAN 342-1. 2 EA 1 EA. 17 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE (909) 350-6632 (714) 666-5467 DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT—OF—WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 0 CONSTUCT A 4'(H)X7'(W) CAST—IN PLACE REINFORCED CONCRETE SINGLE SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) BOX CULVERT PER CALTRANS STD. PLAN D-80, FLAT INVERT 465 LF 509 LF ATTN. GREG GASPAR ATTN: JACK HAYES 18 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CONSTRUCT J.S. PIPE TO R.C.B. PER A.P.W.A. STD.PLAN 333-1. OTHER TRAFFIC CONTROL AT ALL TIMES. CA. 92335 ONTARIO, CA. 91761 1 EA 2 EA 19 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE (909) 428-8411 (909) 390-4736 ® CONSTRUCT DROP STORM DRAIN INLET PER DETAIL SHOWN ON SHT. 2 1 EA / REQUIRED DENSITY SHALL BE RE—WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED EMERGENCIES: (800) 427-2200 O CONSTRUCT M.H. CONCRETE BOX STORM DRAIN PER A.P.W.A. STD. PLAN DENSITY IS OBTAINED. GENERAL TELEPHONE COMPANY 323-1. 2 EA 1 EA 20 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK © CONSTRUCT A 4'(H)X4'(W) CAST—IN PLACE REINFORCED CONCRETE SINGLE 7951 REDWOOD AVENUE 1400 E. PHILLIPS BLVD. BOX CULVERT PER CALTRANS STD. PLAN D-80, FLAT INVERT. / 105 LF 21 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE FONTANA, CA. 92335 ONTARIO, CA. 91766 (909) a,� Y CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE (909) 820-5598 UNDERGROUND (800) 422-4133 " O7 INSTALL 36 R.C.P. D—LOAD SHOWN ON PROFILE. 7/S$. LF �' RESPONSIBLE' FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING (909) 675-5100 TRANSMI5SIONS127 LF , CONSTRUCTION. (213) 637-1233 PIPELINES FONTANA WATER COMPANY ® CONSTRUCT T.S. PER A.P.W.A. STD. PLAN 340-1. 1 EA 1 EA (909) 357-6233 DISTRIBUTION ATTN: MICHAEL J. MCGRAW O9 W P PER A M.H....A. STD PLAN 322-1. 5 EA / 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, SWALES FROM UNDERMINING STREET (800) 422-4133 8440 NUEVO AVENUE CONSTRUCT IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY FONTANA, , 2 9201 0 CONSTRUCT PIPE CLOSURE—TYPE "B" PER S.B.C.F.C.D. SP -176A. Q-� EA © 2 EA NON—ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. CRAWFORD CANYON MUTUAL WATER CO. 909 822-2201 ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5045 11 w `M. LF 37 LF INSTALL 30" R.C.P, D—LOAD SHOWN ON PROFILE. 1102 23 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. (619) 868-6040 © CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 300-2. 11 EA 5 EA 24 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH UNDERGROUND SERVICE ALERT MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. (800) 227-2600 © INSTALL 54" R.C.P., D—LOAD SHOWN ON PROFILE. 708 LF / 25 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, CONSTRUCT M.H. PER A.P.W.A. STD. PLAN 320-1. 2 EA 3 EA MONUMENT TIES AND BENCH MARKS SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED _ J,: LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION PRIVATEN TI TCONTRACTORS:®CONSTRUCT J.S. PER A.P.W.A. STD. PLAN 331-1. 3 Z EA Q / y.w..� .wa•'`A SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO Ta. 16 / CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES INSTALL 24" R.C.P., D—LOAD SHOWN ON PROFILE. 136 LF MONUMENT. SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO © INSTALL 18" R.C.P., D -LOAD SHOWN ON PROFILE. 290 LF / THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE 26 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES, A SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIARY ® TRENCH DETAIL LS LS MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE AND EMERGENCY VEHICLES. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE 19 CONSTRUCT J.S. PER A.P.W.A. STD. PLAN 340-1. 1 EA UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE 27 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT—OF—WAY WITHOUT PRIOR ®INSTALL 60" R.C.P., D—LOAD SHOWN ON PROFILE. / APPROVAL OF THE INSPECTOR. 821 LF THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CONSTRUCT J.S. R.C.B. TO R.C.B. PER DETAIL SHOWN ON SHT. 2. 1 EA / 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL CONSTRUCT MODIFIED CURB OPENING C.B. PER DETAIL SHOWN ON SHT.8 / DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE 1 EA CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER ® CONSTRUCT MODIFIED PARKWAY DRAIN PER DETAIL SHOWN ON SHT. 8 / 20 LF HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH 29 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING ADEQUATE WATERING, AT ALL TIMES. FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ® CONSTRUCT SPLITTER STRUCT GRATED M.H. COVER PER DETAIL SHOWN ON / 30 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL, POLICIES, METHODS AND PROCEDURES CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT SHT.8. 1 EA CONSTRUCT CONC. BLOCK SLOUGH DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. WALL PER A.P.W.A. STD. PLAN 622-1. 28 LF / TRAFFIC ENGINEER. ® AS SHOWN OF SHT. 8. / 31 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL .SIGNING, STRIPING, QUANTITIES ®INSTALL 3 1/2" CONC. SLAB. 420 SF - BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES. TO THE SATISFACTION OF THE CITY TRAFFICPHASE 1 ®CONSTRUCT CONCRETE ENCASEMENT FOR 8" SEWER CROSSING.. / 1 EA ENGINEER. &1 —INSTALL CSP RISER PER OCEMA STD. PLAN 1327, SHT. 1 1 EA. 308 LF 1160 LF 32 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR (TSP=TOP OF STAND PIPE & D=RISER DIA.). ®INSTALL 66"RCP, D—LOAD SHOWN ON PROFILE. `' ;. . APPROVAL OF THE CITY ENGINEER. ® INSTALL PROP. STORM DRAIN CONCRETE PROTECTION. PER .DETAIL ON SHT. 8. ReCORD DRAWJ 0 0 REv REVISIDN oESCRIPTIaN DATE ENGR. DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 1 5(sT. PP.- _ -TiZa c - X-,ING 2 - THESE RECOgD ��UWE BEEN Pf�PAREO, / PART,oNTHEBASISOFMtAT10NKD=DC.GS7cor�► Avv� T Sf{T COMMENCE WITHIN TWO YEARS OF TME DATE OF-APPROVALoAND�o FURNISHED SY gpKiWEER WU PW BE e f7• �9 �, -OS RESPONSIBL,EFORANY &VOpgpgp V*IM AM S•D. CAT�(, PbrC• PA /9' 4./U/� F/y 7 nlc SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, HAVE BEEN V. _. No. 14814 m � M7131 MdTO TH1 DOp� � DIAL TWO WORKING ' A RE8UI.TTI� BEFORE DAYS BEFORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO . Exp: 3-31-01 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `�qT c}v\\- �P TOLL FREE 1-800-227-2600 3i(l0$ F of cavi A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a`": yyk o%;. y �_�yCC ��,. STANDARDS IN EFFECT. F VICINITY MAP NTS O 3/4:1 SLOPE OR GREATER OR ADEQUATE SHORING NOTES: 1 . TRENCH CONTROLLED TO TOP OIFTPI EH ZONE.E 90% COMPACTED 2 H OF GREATER 5' �\ �\ NATIVE BACKFILL /�// /�/ SHALL AVETHS ADEQUATE SHORING. UNCAN CYN. RD. 3. CLASS II AGG.BASE ALL TRENCHES GRANULAR BEDDING FROM LESS THAN 100' IN LENGTH. z F,1, MATERIAL (1" MAX. SIZE). Q G�c. N III 6" MIN. III = Uj 04I 8 MAX. I I W NOTE: COMPACTION SHALL BE 909 IN ALL z W I Q ZONES UNLESS OTHERWISE SPECIFIED. OfY III Q IL -I SUMMIT AVENUE V) — w TO CAL–OSHA REQUIREMENTS. 111111 zo aO LLI URTIS ENUQ `PROJECT LOCATION v~0i ce- ARTIER TERRA' LAK � 3 U o ^w _j KWAY - ' AVENUE CATAWBA AVENUE In STORM DRAIN cr U BASELINE AVENUE VICINITY MAP NTS — GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIRE 10. OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. TRENCH- DETAIL Nrs ABBREVIATIONS / LEGEND A. B. AGGREGATE BASE A.C. ASPHALTIC CONCRETE B.C. BEGIN CURVE C. B. CATCH BASIN C.L. CENTERLINE E.C. END CURVE E.D.F. EXTRA DEPTH FOOTING F. F. FINISH FLOOR F.G. FINISH GRADE F. L. FLOW LINE F.S. FINISH SURFACE G.B. GRADE BREAK H.P. HIGH POINT INV. INVERT M.P.S.D. MASTER PLAN STORM DRAIN P.C.C. PORTLAND CEMENT CONCRETE P.R.C. POINT OF REVERSE CURVATURE P.V.C. POLYVINYL CHLORIDE R�RIDGE LINE P. REINFORCED CONCRETE PIPE R/W RIGHT OF WAY T.C. TOP OF CURB T. F. TOP OF FOOTING T.G. TOP OF GRATE T.W. TOP OF WALL W WIDTH V VERTICAL DEPTH V.C. VERTICAL CURVE " (590.77) INDICATES EXISTING ELEVATION 590.77 INDICATES PROPOSED ELEVATION I � 610' INDICATES EXISTING CONTOUR RECORD A��� ; 610 INDICATES PROPOSED CONTOUR D D�.I INDICATES RETAINING WALL T"-_ ""'cGCI'aDRAWMSHAvEBEI: DAYLIGHT CUT—FILL LINE t°� i / '7 E E3:s;SiS OF IM,• �R,t�,TK)oJ INDICATES SLOPE > 4 1r" ?BY0T4_ S S,THEENGINEEP ► .. �,>� BM FOR ANY ERRM OR OMIT&. ,. HlC EFF= IN(; ORPORATEp INTO THE DOC A,� AS A tr,« TH��EOF. Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA - PREPARED IN THE OFFICOF MADO E AND ASSOCIAT SE INC. TRACT NO. 15908 OF THE INLAND EMPIRE DRAWN BY' 10601 CHURCH STREET, STE.107 S I D TITLE SHEET SME. AS SHOWN RANCHO CUCAMONGA, CA 91730 TERRA LA S PARKWAY PHONE (909) 948-1311 DESIED BY: DATE: 641 � SV STORM/ 4� 1, LA SEPT. 6, 2000 �n V�wol Date : J e j CHECKED BY. APPRCI'BY: DRAWING NO.: E. 14814 EXP. 3-31-01 !C - 2839 1 CITY ENGI ER R.C.E. 51152 DATE 11 J:\826-1163\StormDrain\TITLE.dwg, 10/11/2000 08:37:02 AM, ma 3/4:1 SLOPE OR GREATER OR ADEQUATE SHORING NOTES: 1 . TRENCH CONTROLLED TO TOP OIFTPI EH ZONE.E 90% COMPACTED 2 H OF GREATER 5' �\ �\ NATIVE BACKFILL /�// /�/ SHALL AVETHS ADEQUATE SHORING. 3" MAX. SIZE 3. CLASS II AGG.BASE ALL TRENCHES GRANULAR BEDDING FROM LESS THAN 100' IN LENGTH. SELECTED TRENCH SIDE MATERIAL (1" MAX. SIZE). III 6" MIN. III = Uj 04I 8 MAX. I I III I NOTE: COMPACTION SHALL BE 909 IN ALL z I ZONES UNLESS OTHERWISE SPECIFIED. III TRENCH STABILITY SHALL CONFORM w — w TO CAL–OSHA REQUIREMENTS. d 111111 _ III � 3 ^w 0 — III - ' 0.6'D' III.111=— STORM DRAIN — GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIRE 10. OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. TRENCH- DETAIL Nrs ABBREVIATIONS / LEGEND A. B. AGGREGATE BASE A.C. ASPHALTIC CONCRETE B.C. BEGIN CURVE C. B. CATCH BASIN C.L. CENTERLINE E.C. END CURVE E.D.F. EXTRA DEPTH FOOTING F. F. FINISH FLOOR F.G. FINISH GRADE F. L. FLOW LINE F.S. FINISH SURFACE G.B. GRADE BREAK H.P. HIGH POINT INV. INVERT M.P.S.D. MASTER PLAN STORM DRAIN P.C.C. PORTLAND CEMENT CONCRETE P.R.C. POINT OF REVERSE CURVATURE P.V.C. POLYVINYL CHLORIDE R�RIDGE LINE P. REINFORCED CONCRETE PIPE R/W RIGHT OF WAY T.C. TOP OF CURB T. F. TOP OF FOOTING T.G. TOP OF GRATE T.W. TOP OF WALL W WIDTH V VERTICAL DEPTH V.C. VERTICAL CURVE " (590.77) INDICATES EXISTING ELEVATION 590.77 INDICATES PROPOSED ELEVATION I � 610' INDICATES EXISTING CONTOUR RECORD A��� ; 610 INDICATES PROPOSED CONTOUR D D�.I INDICATES RETAINING WALL T"-_ ""'cGCI'aDRAWMSHAvEBEI: DAYLIGHT CUT—FILL LINE t°� i / '7 E E3:s;SiS OF IM,• �R,t�,TK)oJ INDICATES SLOPE > 4 1r" ?BY0T4_ S S,THEENGINEEP ► .. �,>� BM FOR ANY ERRM OR OMIT&. ,. HlC EFF= IN(; ORPORATEp INTO THE DOC A,� AS A tr,« TH��EOF. Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA - PREPARED IN THE OFFICOF MADO E AND ASSOCIAT SE INC. TRACT NO. 15908 OF THE INLAND EMPIRE DRAWN BY' 10601 CHURCH STREET, STE.107 S I D TITLE SHEET SME. AS SHOWN RANCHO CUCAMONGA, CA 91730 TERRA LA S PARKWAY PHONE (909) 948-1311 DESIED BY: DATE: 641 � SV STORM/ 4� 1, LA SEPT. 6, 2000 �n V�wol Date : J e j CHECKED BY. APPRCI'BY: DRAWING NO.: E. 14814 EXP. 3-31-01 !C - 2839 1 CITY ENGI ER R.C.E. 51152 DATE 11 J:\826-1163\StormDrain\TITLE.dwg, 10/11/2000 08:37:02 AM, ma