Loading...
HomeMy WebLinkAbout4091-1GENERAL NO TESSTREET IMPROVEMENT PLANS { {Ib r ../VCITY OF FONTANA 240-05)-16 /r 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. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENIGNEER FOR RESOLUTION. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECT/ON COORDINATION SHALL BE REQUESTED AT LEAST TWO WORK/NG DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. 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 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. 9• NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10• 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. 11. 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 PR/OR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENG/NEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES /N THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PR/OR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS 30. APPROVED SOIL STER/LANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CL 5' MIN. PER PLAN (1' MIN.) TRACT 16383 AND 17460 HIGHLAND 1 LEGEND IJj B. W, BACK SIDEWALK FROM STA. 18+57.76 TO STA. 21 +88.00 /� H F CURB P.C.C. PORTLAND CEMENT CONCRETE GR/ND AND CONSTRUCT 0.1 ' MIN/MUM AC OVERLAY PER DETAIL HEREON 0 LEFT NOT TO SCALE 1 {{�1 1 RIDGE LINE MADOLE AND ASSOCIATES, INC. 8 8 10 rf r1 a C1 Y OF FONTANA UTIL /T Y NO TIF/CA TION LIS T ('n.1 W I{� - L.F. MI LL ' CIVIL ENGINEERS & LAND PLANNERS W W HE T SCHOOLLU >- CITY OF FONTANA ADELPHIA (CABLE TV)fff CONSTRUCT 4.5" AC PAVEMENT (MIN.) OVER 12" NATIVE MATER/AL UQ - '- �� t I E.P. E. G. ATTN: BRIAN WREN ATTN: JACK HAYES„' INDICATES PROPOSED ELEVATION o cz COMPACTED TO 957,. (SEE GENERAL NOTES 31 & 32). - S.F. - S F. 9, 564 S.F. X4NC140 CC1C,o M a1vG,4 CA , . i EVC. 8353 SIERRA AVENUE 1205 DUPONT AVENUE o STREET W ADJUST GATE VALVE TO GRADE PER CITY STD. N0. 130 10 EA. � 2 v Z MEL/SSA JAFFE F.L. FONTANA, CA 92335 ONTARIO, CA. 91761{ Q w ° {�; 1 5 EA. (lr]7J�l 84 NUJ, lbs 1 F.S. G.B. 909 350-6632 909 390-4738 AVENUE � Q - - 34 35 36 37 n SO. CALIFORNIA GAS COMPANY VER/ZON33 H.P. {; i 4 ,,1, 19 j .rUrJ S Y�l S' 'l 18 ATTN. JACK JARVIS ATTN: STEVE HOCK THE BEARING OF N 89.56'48" W ALONG INV. INVERT ,�cz REMOVAL N CONSTRUCT PARKWAY DRAIN PER CITY STD. NO. 124-A, (SIZE 2, 60, B=2.5) 1 EA. - EA 16231 VALLEY BLVD. FONTANA, CA. 92335 1400 E. PHILLIPS BLVD. POMONA, CA. 91766 W �1 ; { i THE CENIFRUNE OF BASQ/NE AVENUE AS SHOWN ON PM NO. 1588, P.M.B. 17/95, 3 W CURVE , GRIND � �'l (909) 428-8411 469-6327 Q i r SIERRA AVENUE, DRIVE IN Z19 EDGE OF PAVEMENT v, (909) P#144113E 70-63 FACES /N7FRSEC710N. EMERGENCIES. (800) 427-2200 z { i i 2 1 91 3a ELEVA 710N. # 1470.7550 FOR THIS MAP. FONTANA WATER COMPANY{ Q V f 1 20 21 22 SO. CALIFORNIA EDISON 7951 REDWOOD AVE. COMPANY ATTN: MICHAEL J. McGRAW 8440 NUEVO AVENUE i� ro 30 � 40 ~ ' L6 FONTANA CA. 92335 FONTANA CA 92335 i I I I --------------- �- - - - - - - - - - A JVI I 1 I 1 I I I 1 I al o; W{{; ' (909) 820-5598 - UNDERGROUND TEL: (909) 822-2201 41 i (909) 875-5100 - RMNSM/SS/ONS FAX.(909) 823-5046 v (213) 637-1233 - PIPELINES � (909) 357-6233 - DISTRIBUTION WEST VALLEY WATER DISTRICT {;E 1 I 28 m o ,� �, 45 '� 47 '� 49 50 i 51 ATTN. LON TSAI Q�OFE SjpN tp Q �� ! v �,` CB 8 CRAWFORD CANYON MUTUAL WATER CO. 855 W. BASELINE ROAD ���� �� L. ��, �Fti { { ro ` I 11, 28 2s 24 � 100=5.0 S ° ATTN: BASIL J. FABR/Z/0 RIALTO, CA 92377 �p� 9�J,G Z {;I a 1 27 43 II ' (909) 46J-9580 � m W{i° 1�-_BREEz-y_ST WEST SAN BERNARDINO WATER SAN GABR/EL VALLEY C 36637 A �° - / # r T I ND RGROUND SERV/CE ALERT MUNICIPAL WATER DISTRICT _ Z {X10 , ; _- ; - � �� " 23 W (800) 422-4133 ATTN: DAVE JOHNSON 'j EXF�-�Q-m .� Q{1° SHf 40 a �� ��, 549 EAST SIERRA MADRE AVENU s�. CI IL �P J { 0' ! ; SHEET 2 CB 4 r ���rJ ,� 0 y�/ r CB 7 , Ito SBC AZUSA, CA. 9 1702-1299 I ,, q d�� i° Q 100=9.98 CFS ATTN: JAMES ZIELINSKI P.O. BOX 1299 '�V �'�' F p i° r � rr 3 2 100 4.90 CFS � l 1265 N. VAN BUREN STREET (90 -7911 S"i; 1 ! r��J�l �JJ�:��-'J 3 4 s 8 7 8 9 SUITE 180 ECORD {i' i;i' Q100=1.56 CFS rLP v JIP��0:62-3-4ANAHEIM, CA 92807 DR -� i I AN�, 11{ 714 666-5415 INDEX MAP THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN SCALE: 1 _ 150 METROPOLITAN WATER D/STR/CT PART, ON THE BASIS OF INFORMATION COMPILED AND WATER SYSTEM OPERATION GROUP FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE R/W 64' ATTN.• JOE M/RONE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH 12' 20' (909) 776-2664 HAVE BEEN INCORPOMTED INTO THE DOCUMENTS AS A RESULT THEREOF. 2 PRIVATE ENGINEER'S NOT/CE TO CONTRA C TORS 6 5 6.5 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN i 29, LEVEL LINE ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST 2% OF OUR KNOWLEDGE, THERE ARE NO EX/STING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 6 CONC. -�-= TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS THE CONTRACTOR FURTHER O SIDEWALK 20' 0.16' AC PAVEMENT O 27. - --- ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTIL/TY PIPES, CONDUITS OR2 CONC.CURB TYPICAL SECTION STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAW/NGS O & GUTTER BROOK LANE STA.10+00.00 TO STA. 14+36.00 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY NOT TO SCALE FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS TI = 5.5 PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, • THAT THIS SHALL APPLY R/W CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK/NG HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENG/NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 12' 20' PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABIL17Y ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENG/NEER. T 5' 1 6.5' CONTRACTOR SHALL VER/FY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENG/NEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS LEVEL LINE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY 2% DISCREPANCIES. BEG/NN/NG OF WORK MEANS ACCEPTANCE OF CONDITIONS. - - CONC. -� CONTRACTOR SHALL COMPLY WITH ALL N P D E S REQUIREMENTSO SIDEWALK CL 20' 12' 6.5' 1 5 TEMP. 2' MAX. RET. WALL W/ WROUGHT IRON FENCE (PER SEPARATE PLAN & PERMIT) INSIDE PKWY./TO BE REMOVED 6" AS SOON AS EX. S'LY PROPERTY DEVELOPES @ DEVELOPER'S_ EXPENCE (TOP OF WALL FLUSH TO FINISH GRADE) CONC. --I" EX/ST GROUND SIDEWALK 06 CONC. CURB & GUTTER O 0.16' -AC PAVEMENT O 27. • - 2 CONC. CURB TYPICAL SECTION CONTRACTOR SHALL ADJUST TO FIN/SH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, O & GUTTER SPR/NGT/ME AVE. & BREEZY ST. UTILITY BOXES AND LIDS, ETC. SPRINGTIME AVE. (STA. 10+00.00 TO STA. 17+32.35) BREEZY STREET (STA. 10+00.00 TO STA. 19+28.65) CONS TRUC T/ON NOTES QUANT/TEES NOTI T05 SALE TR. 16383 TR. 17460 OFFSITE PROP. EXIST: O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL W'LY R/W EXIST S COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). 10J,470 S.F. - S F. - S F. ()CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. 5,660 L. F. - L.F. 692 L. F. OFFER OF 03 SAWCUT/REMOVE EX/ST. AC BERM @ EASTERLY SIDE OF OLEANDER AVE. - L.F. - L.F. 766 L.F. DEDICATION ® CONSTRUCT CROSS GUTTER PER CITY ST PLAN NO. 104 MODIFIED (W=8) 2,450 S. F. - S.F. - S.F. 4A CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104 MODIFIED (W=10) 2,480 S F. - S F. - S.F. 4' O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. 9 EA: - EA. - EA. 0.5' S' © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. 59,600 S F. J,847 S.F. 6,J97 S F. 07 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005. 27. "W" PER PLAN. 54 EA/ 12,770 S.F. 10 EA/ 1920S. F. - S.F. 1 ® CONSTRUCT LOCAL DEPRESSION PER S. P. P. W. C. STD. PLAN 313-2 CASE B ANDA 8 EA. _ EA. _ EA. \�/� � o DETAIL ON PLAN ON SHEET 8. 09 ADJUST MANHOLE TO GRADE PER CITY STD. NO. 109 1,3 EA. _ Eq _ EA 6 PROP. CONC. 10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139. 7 EA. EA. - E4.SIDEWALK - 11 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016(SCE 7) 13 EXIST. SIDEWALK EA. - EA. - EEA. 12 TO BE REMOVED 5 EA. - EA. - EAINSTALL R-1 STOP SIGN PER CITY STD. NO. 139. . 13 REMOVE EX AC AND RECONSTRUCT 4 5" PAVEMENT ALONG Sn L/NE 'A" - S F 14' 10' 8.5' 20' VARIES 10'-20' Q j k R/W 12' 6.5' 5' 6" i \ CONC. O SIDEWALK CONC. CURB & GUTfER O 67' CIL 22' U W «Q > VARIES VARIES 1.107'-2.387 R/W I 12' 6" 5' 6.5' I OCONC. SIDEWALK OCONC. CURB & GUTTER EXIST W'LY R/W VICINI T Y MAP R/W I 18CL 18' 12' 0.20' 6.5' S' ; 6" LEVEL LINE AC PAVEMENTO 27 - - - ; • • • CONC. 6 SIDEWALK TYPICAL SECTION IC. CURB DAWN WAY & RIVER GLEN LANE r & GUTTER 2 O DAWN WAY (STA 10+00.00 TO STA. 15+52.85) RIVER GLEN LANE (STA. 10+00.00 TO STA. 15+74.35) TI=5.5 EXIST. CL E'LY R/W PROPOSED 64' E'LY R/W 10' 20' VARIES EXISTING SIDEWALK EXIST. 8" CONC. CURB & GUTTER 11' EX. AC/VARI� (0.1 7. -2.4q) 22' 12' OFFER OF 20' 4' 6.5 S' DEDICATION VARIES ' s'-1o'f- j, •5' 21 PROP. CONC. 6 SIDEWALK Q o PROP. 8" 2 CURB & GUTTER 2' �I'• EX. AC BERM OLEANDER AVENUE FROM STA. 18+50.00 TO STA. 27+63.10 NOT TO SCALE T. I. = 6.5 EXISTING E'LY R/W I SHALL -- -- - TO BE BONDED TO PAVEMENT BY A TACK COAL @A C DIKE DETAIL TYPICAL SECT/ON TO BE REMOVED `3 SAW CUT AND OVERLAY g AND PROTECT IN PLACE EX. CONC. CYPRESS AVENUE `CURB &GUTTER HIGHLAND A VENUE LEGEND IJj B. W, BACK SIDEWALK FROM STA. 18+57.76 TO STA. 21 +88.00 /� H F CURB P.C.C. PORTLAND CEMENT CONCRETE GR/ND AND CONSTRUCT 0.1 ' MIN/MUM AC OVERLAY PER DETAIL HEREON 0 LEFT NOT TO SCALE - S F. (R) RIDGE LINE MADOLE AND ASSOCIATES, INC. T. I. = 6.5 A. C. ASPHALT/C CONCRETE cn W VERT/CAL DEPTH B. C. BEGIN CURVE ('n.1 W TANGENT - L.F. MI LL R HIGH CIVIL ENGINEERS & LAND PLANNERS W W E.C. END CURVE SCHOOLLU >- 16 CONSTRUCT 4.5" AC PAVEMENT (MIN.) OVER 12" NATIVE MATER/AL UQ W POMONA, CA. 91768-2641 E.P. E. G. Z 590.69 INDICATES PROPOSED ELEVATION o cz COMPACTED TO 957,. (SEE GENERAL NOTES 31 & 32). - S.F. - S F. 9, 564 S.F. X4NC140 CC1C,o M a1vG,4 CA , . CONTACT EVC. END VERTICAL CURVE [590.69] WALNUT STREET W ADJUST GATE VALVE TO GRADE PER CITY STD. N0. 130 10 EA. � 2 v Z MEL/SSA JAFFE F.L. FLOW LINE Q w � „ CONSTRUCT 8 AC DIKE PER DETAIL HEREON EA. O 84 L.F. CON TA C T- MR. LEO PA CI S PHONE: (909) 618-1427 F.S. G.B. FINISH SURFACE GRADE BREAK BASELINE AVENUE � Q - VICINI T Y MAP R/W I 18CL 18' 12' 0.20' 6.5' S' ; 6" LEVEL LINE AC PAVEMENTO 27 - - - ; • • • CONC. 6 SIDEWALK TYPICAL SECTION IC. CURB DAWN WAY & RIVER GLEN LANE r & GUTTER 2 O DAWN WAY (STA 10+00.00 TO STA. 15+52.85) RIVER GLEN LANE (STA. 10+00.00 TO STA. 15+74.35) TI=5.5 EXIST. CL E'LY R/W PROPOSED 64' E'LY R/W 10' 20' VARIES EXISTING SIDEWALK EXIST. 8" CONC. CURB & GUTTER 11' EX. AC/VARI� (0.1 7. -2.4q) 22' 12' OFFER OF 20' 4' 6.5 S' DEDICATION VARIES ' s'-1o'f- j, •5' 21 PROP. CONC. 6 SIDEWALK Q o PROP. 8" 2 CURB & GUTTER 2' �I'• EX. AC BERM OLEANDER AVENUE FROM STA. 18+50.00 TO STA. 27+63.10 NOT TO SCALE T. I. = 6.5 EXISTING E'LY R/W I SHALL -- -- - TO BE BONDED TO PAVEMENT BY A TACK COAL @A C DIKE DETAIL TYPICAL SECT/ON TO BE REMOVED `3 SAW CUT AND OVERLAY g AND PROTECT IN PLACE EX. CONC. CYPRESS AVENUE `CURB &GUTTER LEGEND OWNER DE VEL OPER: B. W, BACK SIDEWALK FROM STA. 18+57.76 TO STA. 21 +88.00 /� H F CURB P.C.C. PORTLAND CEMENT CONCRETE GR/ND AND CONSTRUCT 0.1 ' MIN/MUM AC OVERLAY PER DETAIL HEREON 0 LEFT NOT TO SCALE - S F. (R) RIDGE LINE MADOLE AND ASSOCIATES, INC. T. I. = 6.5 A. C. ASPHALT/C CONCRETE /W RIGHT OF WAY VERT/CAL DEPTH B. C. BEGIN CURVE TAN. TANGENT - L.F. 155 B V C BEG VERTICAL CURVE CIVIL ENGINEERS & LAND PLANNERS 801 CORPORATE CENTER DRIVE E.C. EX/STING PAVEMENT NEW PAVEMENT A C O VERLA Y DETAIL NOT TO SCALE TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIP77ON DA 7F ENGR. C17Y DA TF Prepared Under The Supervision Of : C/ T Y OF FON TA NA CA L /FO RN/A SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS NOT P P � � PR�ICN COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ���°��,�- �- lwq Fti S T REE T /MPRO VEMEN 1 ` PLANS W ��s��m MADOLE DRAWN BY SHOWN HEREON AND CARRIED FORTH /N A D/L/GENT MANNER, 760-A S. ROCHESTER AVE. SCALE: co W � NO. 36637 C m ONTARIO, CA 91761 DJ AA 909.937.9151 / T/TLE SHEE T As SHOWN THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp: 06-30-08 Engineering Communities for Life www.madoleinc.com DESIGNED BY CT NO. 383 AND 17460°A• )R5c01ZD DR,4W1N6j CL/EF/CC:::TFEB. 2006 i u ' �' BRING THEM INTO CONFORMANCE WITH COND/TIONS AND �gTFoF v � Fp��� Date �i! CHECKED B • APP D BY DRAWING N0.LION 0 REI//SE DR/VELVA APP/POAC�/ � ND ACCESS J 4% ' U • 1 ty, CAL CE 36637 EXP. 6-0048 � � �' G�'�G 1 90A,0 FOR ' o,�rE�Mr101V .egSI� I rO C�qR STANDARDS IN EFFECT.EF 4091 8 WENDELL L. /WA TSURU ��I TY ENGI EE R. C. E. 51112 DATE EXIST. S.OE_. PA,O Y ENG/NEER: OWNER DE VEL OPER: B. W, BACK SIDEWALK w /� H F CURB 14 GR/ND AND CONSTRUCT 0.1 ' MIN/MUM AC OVERLAY PER DETAIL HEREON 0 LEFT - S.F. - S F. 8,325 S F. MADOLE AND ASSOCIATES, INC. KB HOME C.B. C.L. CATCH BAS/N CENTERLINE V VERT/CAL DEPTH 15 SAWCUT/ REMOVE EXISTING 8" CURB & GUTTER @ WESTERLY SIDE OF CYPRESS AVE. - L.F. - L.F. 155 L.F. CIVIL ENGINEERS & LAND PLANNERS 801 CORPORATE CENTER DRIVE E.C. END CURVE (590.69) INDICATES EXIST/NG ELEVATION 16 CONSTRUCT 4.5" AC PAVEMENT (MIN.) OVER 12" NATIVE MATER/AL .9302../.TTSIBURGf-f A!/E Sc1/TE 23o (3/730 POMONA, CA. 91768-2641 E.P. E. G. EDGE PAVEMENT EDGE GRADE 590.69 INDICATES PROPOSED ELEVATION o cz COMPACTED TO 957,. (SEE GENERAL NOTES 31 & 32). - S.F. - S F. 9, 564 S.F. X4NC140 CC1C,o M a1vG,4 CA , . CONTACT EVC. END VERTICAL CURVE [590.69] INDICATES FUTURE ELEVATION 17 ADJUST GATE VALVE TO GRADE PER CITY STD. N0. 130 10 EA. - EA 2 EA. 6322 909( PHONE.• ) �}•8 - MEL/SSA JAFFE F.L. FLOW LINE 18 „ CONSTRUCT 8 AC DIKE PER DETAIL HEREON EA. EA 84 L.F. CON TA C T- MR. LEO PA CI S PHONE: (909) 618-1427 F.S. G.B. FINISH SURFACE GRADE BREAK INDICATES SLOPE 2:1 � Q - - BENCH MARK. --BASIS OF BEAR/NGS: H.P. HIGH POINT AC PAVEMENT ,,1, 19 INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD. PLAN N0. 1016 (SCE J7) - EA. - EA 4 EA THE BENCHMARK /S AT SOUTHWEST CORNER THE BEARING OF N 89.56'48" W ALONG INV. INVERT ,�cz REMOVAL N CONSTRUCT PARKWAY DRAIN PER CITY STD. NO. 124-A, (SIZE 2, 60, B=2.5) 1 EA. - EA - L.F. OF WALNUT & SIERRA AVENUES, 32 FEET UIH OF WALNUT AVENUE2 FEET WEST 4 SOO, 4 THE CENIFRUNE OF BASQ/NE AVENUE AS SHOWN ON PM NO. 1588, P.M.B. 17/95, O.C.ON CURVE , GRIND � SIERRA AVENUE, DRIVE IN WAS USED AS THE BASIS OF BEARINGS EDGE OF PAVEMENT v, P#144113E 70-63 FACES /N7FRSEC710N. z ELEVA 710N. # 1470.7550 FOR THIS MAP. Q EX/STING PAVEMENT NEW PAVEMENT A C O VERLA Y DETAIL NOT TO SCALE TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIP77ON DA 7F ENGR. C17Y DA TF Prepared Under The Supervision Of : C/ T Y OF FON TA NA CA L /FO RN/A SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS NOT P P � � PR�ICN COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ���°��,�- �- lwq Fti S T REE T /MPRO VEMEN 1 ` PLANS W ��s��m MADOLE DRAWN BY SHOWN HEREON AND CARRIED FORTH /N A D/L/GENT MANNER, 760-A S. ROCHESTER AVE. SCALE: co W � NO. 36637 C m ONTARIO, CA 91761 DJ AA 909.937.9151 / T/TLE SHEE T As SHOWN THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp: 06-30-08 Engineering Communities for Life www.madoleinc.com DESIGNED BY CT NO. 383 AND 17460°A• )R5c01ZD DR,4W1N6j CL/EF/CC:::TFEB. 2006 i u ' �' BRING THEM INTO CONFORMANCE WITH COND/TIONS AND �gTFoF v � Fp��� Date �i! CHECKED B • APP D BY DRAWING N0.LION 0 REI//SE DR/VELVA APP/POAC�/ � ND ACCESS J 4% ' U • 1 ty, CAL CE 36637 EXP. 6-0048 � � �' G�'�G 1 90A,0 FOR ' o,�rE�Mr101V .egSI� I rO C�qR STANDARDS IN EFFECT.EF 4091 8 WENDELL L. /WA TSURU ��I TY ENGI EE R. C. E. 51112 DATE EXIST. S.OE_. PA,O Y