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HomeMy WebLinkAbout1623-1SM4?1 FONTANA LOCATION MAP N.T.S. 0 ­*r LOT 1. 6 a OF FULL HEIGHT CLM REOU1RED BETWEEN 3cup" TRANSITION AND LINE FROM COMMON PROPERTY CORNER AT RIGHT ANGLES TO THE CURB. ' I.- DRIVEWAY APRON 1d MIft ,14' frost. (3' TR AfMTION 3: 10' APRON REQUIRED AT KNUCKLES • CUL- DE- SAC#s 3' 14' 3' t y p' FACE OF CUR S IDE VAL K t 3�; PWAY 40� t tyP• 5! ml N. 5� AMl. .SITE IN OERNARDINO CO. RIVERSIDE 00. TYPICAL DRIVEWAY ENTRANCE PER STa, 102 1111.7. S. -. \NA IIS U lu V r A�11E'��II IIS I A'�I S If (UNrIF t4kSA ICA IL111f ICIUNr 11 A RAC N00 13 f 1 on I OM21 OW3 GENERAL CONSTRUCTION NOTES: 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CORP THESE PLANS AND TO THE REQUIREMENTS OF TER CITY STANDARD - • SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. E MP1tOVEttAENTs REFER TO DEFINITIONS AND TERMS IN CITY STANDARD R/W R/W SPECIFICATIONS.' fop U E. Sr��`. 2. CO*STRVCAON PERMITS SHALL BE OBTATM lR'ItOM! PONTANA RMILIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY �r ,�.,. 23 3 I LIMITS 0 4 A2.7 3-27� ISS '►� 3. STATIONING REFERS TO THS CENTERLINE$ OF STRI" EXCEPT WHERE 2.S' 4.5 A 10 10 • 4.0 . S OTHERWISE NOTED. t � 4. CURT! DATA REFERS TO THE FACS OF ?RE CURE t 1 � LEVEL LINE - ' - 6)j TRAr"'7 r S. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE , COLOUR AND J �1 �� J r (� ' a0T' 0.20' oT lid' r� J 0.2� o• _ FINISH TO ALL ADJOINING CURBS AIID SIDEWALKS. 16 17 2 3 4 S• 6 , �2 3 ����' ,'��� SIO.• =.w _._. i ... 6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT REVISIOTY e SIDEWALK y;' = :.:,. �.: : _,• a AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TES TAKEN r • AFTER COMPLETION OF ROUGH GRADING. f - 24"R.C.P. I AC. PAVEMENT SH E -quo /8 .CP 30,*,vp° © It, nu s" CURD O GUTTER 8" cum • GUTTER 5 O TC. = E -0.07' 7. ALL UNDERGROUND WORX SHALL BE COMPLETED PRIOR TO PAVING (W " 12" COMPACTED T.C. = � - O.OT'� I M FL. = ' 0.57 NATIVE SOIL FL. z E - 0.57 STREETS. • 8 24 7 ,� ���• 2 Z� \ �l� w 8 -� T.I. S. 0 9. E LISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE R'ECO'RDS Is 23~ � �,. 22 Q z �' � THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL 5 F-CnTYPICAL. STREET SECTION LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL W EACH UTILITY COMPANY PRIOR TO ANY WORK. ' 20 220 � 9 2 • ® N.T.S. 8 F" 9. ALL MANHOLE ASID CLEANOcrr FRAMES AND CovERS sxALt BE I 21 21 10 20©• I CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AIM 1 1 9 SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER � I CONSTRUCTION (NOTES AND QUANTITY ESTIMATES • 22 20 6li 19 i �1 tL W o 10 23 15 d w 12 (g • U =I c" Q W l 24 t8 13 17 LLJ �--, 1,I� �� 12 25 17® 14 16� 13 • 26 a 16• • IS [5 ds p 14 950•W 931.5W MR 11 -3608 - ME 204!. 27 - 32 1NbEX MAP 1" = 1001 R/W ( R/IN 61Ptl.E. 29 3� I ` 2 -Ir I 4.B 10 II0 r 4. . d I. LEVEL LMME '-' � I � Slope %�: t' o IlD 9.2d' o.:� J � OISICFwALK SIDEWALK :Y -.•4•.11-: � .. a O&C. PAVEMENT 3 6" CLAW • GUTTER " I!!1 R GUTTER TC. = E +o. lo' 3 DCV FL : o 5 le COMPACTED OT.C. E 0.110 �. - NATIVE ML FL -9 0.57 T. I. = 5.0 TYPICAL STREET SECTION N. T. S. PRIVATE ENGINEER' 8CEN TICS Cpp'iRA 'iOR ' THE C'O'NTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COKPLETE 14 3 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS t Y P- FACE OF CURB AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR S IDE VVIAL K SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN fCONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. TOTAL NO. ITEMQUANTITY THE EXISTANCE AND\OR LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 10. TR13946-2 TR13946- �� * '� c na`'; �,h^ A� THEA cOJ'fRfcTNfs s of TtIf fLfl'lAWN AA'D /O/f LOCATiD�fV AJ .lflDrf//Y OA' TR 139 46 R13946 -I 84,597lU . CONSTRUCT 3" A.C. OVER 12" COMPACTED 3 960 ' 41194 7 21,486 17,957 SAF �, r � L,,•. r+• 7W RNs• \ f �� `: �"\ NATIVE SOIL. STANDARD DETAIL 129. `12. V 45 CONSTRUCT CONCRETE CURB AND GUTTER (6"C . F. 733 7'30 660 LX TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, PER CITY OF FONTANA STANDARD DETAIL 101) . 40' PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC NATER, 22 84 3O CONSTRUCT CONCRETE CURB AND GUTTER (8 "C . F . 2400 11394 404 244 L;F PLANS, AND IS SOLELY RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, ANY EXISTING IMPROVEMENTS. PER CITY OF FONTANA STANDARD DETAIL 101). AS BUILT DRAWINGS MALL BE PROVIdtD BY TAB CONTRACTOR TO T'1' I .. /H CiV..« 'I n1 CONSTRU T CONCRETE CURB AND GUTTER (O"C.F. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL CONFORM WITH TWE CITY OF FONTANA 5TANDARD: DETAILS AND DETAIL5 HER!09. • TRANSI ONTO 8 "C . F .) 63 63 63 LX 17540 O CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL 1 155 385 -- SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT Musser --Engfneering Consultants Inc. CITY OF FONTANA PER CITY OF FONTANA STANDARD DETAIL 104. TO THE OWNER'S REPRESENTATIVE. S S:F 19,796 O CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH 960 91855 5,040 3 941 s. F. II. _ CONTRACTOR Is'.• WEGUIRED TO HAVE A FULL 5E7 OF L.A.C.FC.D. STANDARDS AND LOCATION PER PLAN. AT THE INTERSECTION OF0", _ !IN 51TE AT ALL TIMIE5. PRIOR TO gMRM DRAIN CONSTRUCTION. Conk- SIZL-MMe NOZ -faV S'ro6•51W,4 DfT/9L' 2 O CONSTRUCT BARRICADE PER CITY OF FONTANA DEPARTMENT' R STEEL HAS BEEN PLACED, INSPEC ED AND APPROVED. • ST D. DE TAIL I IS I THE HALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE i I EA. 8 O ADJUST MANHOLE COVERS TO GRADE PER 2 2 2 2 EA. A0960 ---- ---- __ __ _ - - - TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE CITY OF FONTANA 5T0 DETAIL 105. Drawn by : z K SOUTHRIDGE scd• VILLAGEAs GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUTED NOVEMEN? 8 9O CONSTRUCT RAMPED CURB RETURN PER CITY OF 6 2 20. EA. FONTANA STANDARD DETAIL 104-A. EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 19 ABOVS FROM ELEV. 918.40 93 ►o CONSTRUCT IQ" R.G.P 3TORM DRAIN 49 GEORGE MUSSER R.C.E. 409e2 Do • STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 44 204 m II CONSTRUCT 24" R.QP STORM DMAIN 176 ZL­ Y 21. 28 L:F 202 12 CON 5TRUC7 30" M.C.P° STORM DRAIN ' 202 LF �. 13 CONSTRUCT M.N. N0.2 PER L. A. C. F C. D. DWS. NO. 2 - D 164 TRACTOR 59AL fXA05f T#f fX/ST/ASG NA7f/T SAfIYER ,fW,0/0A 7NE CON 4 1: EA, S70RiN ORA/N Z INFS IVNER.f Oft YEC7/ONS AWL OCC!/(! AND dfif/f Y 15 CONSTRUCT CATCH 5ASIN NO.2 FER L.A.C.FC.D. DIIIG. N0. 2-D*2 T•�ilFin fLfV•9T/ON'• SMD L OCAT/DN.; APPNOUAL ,D Y "2r 017Y Of fONTil l�1 I EA. 3 ' Q .5 CONSTRUCT CATCH WIN NO.3 PER L.A.C.FC.D. DWG. NO°2 -D W Z 0 I 1EA. ® I1 CONSTRUCT MN. N0.1 PER L.A.C.FC.D. W. NO. 2-1) 102 -A -E A. 94 14 CONSTRUCT RESIDENTIAL • DRIVEWAY PER CITY OF j 35 24 23 EA. FONTANA STD. DET. 102 2 m 15 JN3TAL1 OW6. 0010,4 PEA L.,f rfG'D 0-39.3 Z STREET IMPROVEMmNT rL ANS . . DRI ,V' E W AY LOCATION OPTIONAL 3 CAR of A00E9 STO?M AfA/N , &V. ael*V T),'A04�4ST. ,�,,,,� cxp VATf 3/3/1.W : GARAGE (A5 MARKED •) cn.c�•d hr : Approved : �• 162'5 I � REV. DATE DESCRIPTION DATE wit53 E,Q•ACTIN6 CITY ENGI EER_ COMPLETION OF PAVING. ° THE EXISTANCE AND\OR LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 10. ALL VALVE FRAMES AND COVERS SMALL BE CONSTRUCTED 6" BELOW �� * '� c na`'; �,h^ A� THEA cOJ'fRfcTNfs s of TtIf fLfl'lAWN AA'D /O/f LOCATiD�fV AJ .lflDrf//Y OA' FINISHED GRADE BY RATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA, U`NDE'RGROUND UTILITY LOCATION �, r � L,,•. r+• 7W RNs• \ f �� `: �"\ STANDARD DETAIL 129. `12. THE CONTRACTORS) SHALL COORDINATE CONSTRUCTION NI" ALL NOTE: TRANSITION DOES- NOT CHANGE TYPICAL STREET SECTION UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, 40' PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC NATER, REMAINS PER STANDARD SHOWN ABOVE (F. L .= C1;-0 . 5?') RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. PLANS, AND IS SOLELY RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, ANY EXISTING IMPROVEMENTS. 13. AS BUILT DRAWINGS MALL BE PROVIdtD BY TAB CONTRACTOR TO T'1' I .. /H CiV..« 'I CITY OF FONTANA. f 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL CONFORM WITH TWE CITY OF FONTANA 5TANDARD: DETAILS AND DETAIL5 HER!09. • 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND TRE 5 m fl SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT Musser --Engfneering Consultants Inc. CITY OF FONTANA , CALIFORNIA TO THE OWNER'S REPRESENTATIVE. S 16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. ' M /0)?Owgr ADD_f 81f1Ai[' '= see sir 4 II. _ CONTRACTOR Is'.• WEGUIRED TO HAVE A FULL 5E7 OF L.A.C.FC.D. STANDARDS • in AT THE INTERSECTION OF0", _ !IN 51TE AT ALL TIMIE5. PRIOR TO gMRM DRAIN CONSTRUCTION. Conk- SIZL-MMe NOZ -faV S'ro6•51W,4 DfT/9L' 1e. NO CONCRETE SMALL BE PLACED U TIL THE FORMS AND REINFORCING DEPARTMENT' R STEEL HAS BEEN PLACED, INSPEC ED AND APPROVED. JURUPA AVENUE AND 19. THE HALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. A0960 ---- ---- __ __ _ - - - TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE PASADENA►, CALIFORNIA 01107 Drawn by : z K SOUTHRIDGE scd• VILLAGEAs GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUTED NOVEMEN? MAY BE EXPECTED. 13l/d�E ,��� E� $ PROF/�� �s,�� Rio .. ,� 11 �i 20. THE CONTRACTORS) SMALL OBTAIN A 'PERMIT TO PERFOM R EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 19 ABOVS FROM ELEV. 918.40 CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE H ��� Lavers ZX A -5N . , ��y M ABPA CAS S)r9 RE U/ f0 N 1j`f ► GEORGE MUSSER R.C.E. 409e2 Do • STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 13946-1,-2,-3 Dote SECTION 306-1.1.6. Y 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THF CITY'S INSPErTOR. ' 22 _ _ lwOIR 1b CONSIRUCT/OAI Of 1vATt•R , J mew Aw / OR .1712fm D fmv z outs, TRACTOR 59AL fXA05f T#f fX/ST/ASG NA7f/T SAfIYER ,fW,0/0A 7NE CON 4 S70RiN ORA/N Z INFS IVNER.f Oft YEC7/ONS AWL OCC!/(! AND dfif/f Y T•�ilFin fLfV•9T/ON'• SMD L OCAT/DN.; APPNOUAL ,D Y "2r 017Y Of fONTil l�1 Of A F1?wq,,7- f,0 G1711Jwam1mY TO A C/77 fAC1,1/Tr DOfs *07 hVA r AAfiOPAZ STREET IMPROVEMmNT rL ANS . . DRI ,V' E W AY LOCATION OPTIONAL 3 CAR of A00E9 STO?M AfA/N , &V. ael*V T),'A04�4ST. ,�,,,,� cxp VATf 3/3/1.W : GARAGE (A5 MARKED •) cn.c�•d hr : Approved : �• 162'5 I � REV. DATE DESCRIPTION DATE wit53 E,Q•ACTIN6 CITY ENGI EER_ ° THE EXISTANCE AND\OR LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES �� * '� c na`'; �,h^ A� THEA cOJ'fRfcTNfs s of TtIf fLfl'lAWN AA'D /O/f LOCATiD�fV AJ .lflDrf//Y OA' SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF e AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO • �, r � L,,•. r+• 7W RNs• \ f �� `: �"\ EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE OONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO NOTE: TRANSITION DOES- NOT CHANGE TYPICAL STREET SECTION L f7 40' PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE REMAINS PER STANDARD SHOWN ABOVE (F. L .= C1;-0 . 5?') PLANS, AND IS SOLELY RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, ANY EXISTING IMPROVEMENTS. GRADE BRAKE OCCURS�` ON CURB PROFILE ONLY. .. /H CiV..« 'I 5 m fl BENCH III+IARK : '� Musser --Engfneering Consultants Inc. CITY OF FONTANA , CALIFORNIA S R R SPIKE ON PP 674320 E M /0)?Owgr ADD_f 81f1Ai[' '= see sir 4 • in AT THE INTERSECTION OF0", Conk- SIZL-MMe NOZ -faV S'ro6•51W,4 DfT/9L' 263 N. SAN GABRIEL BLVD. �(818) 3611-9465 PUBLIC WORKS DEPARTMENT' R JURUPA AVENUE AND 4?�� �� �� MULBERRY AVENUE A0960 ---- ---- __ __ _ - - - PASADENA►, CALIFORNIA 01107 Drawn by : z K SOUTHRIDGE scd• VILLAGEAs 13l/d�E ,��� E� $ PROF/�� �s,�� Rio .. ,� 11 �i Aop,o��, : R ELEV. 918.40 G H ��� Lavers ZX A -5N . , ��y M ABPA CAS S)r9 RE U/ f0 N 1j`f ► GEORGE MUSSER R.C.E. 409e2 Do • D•sgn•d by: TRACT N0, Z K 13946-1,-2,-3 Dote STREET IMPROVEMmNT rL ANS . . DRI ,V' E W AY LOCATION OPTIONAL 3 CAR of A00E9 STO?M AfA/N , &V. ael*V T),'A04�4ST. ,�,,,,� cxp VATf 3/3/1.W : GARAGE (A5 MARKED •) cn.c�•d hr : Approved : �• 162'5 I � REV. DATE DESCRIPTION DATE wit53 E,Q•ACTIN6 CITY ENGI EER_