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HomeMy WebLinkAbout3065-1GENERAL 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. CURVE DATA REFERS TO THE FACE OF CURB. 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 6. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 7. 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. 8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 9. 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. 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS, 12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 15. NO CONCRETE SHALL BE PLACED -UNTIL THE FORMS AND- REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 16. 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. 17. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCI+ WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, 19, 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 PRIOR WRITTEN APPROVAL. 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 21. 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. 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 23. 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. 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 CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 26. 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. 27. 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. 28. 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 CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 34 UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RESTORE ALL SIGNING CITY OF FONTANA SIERRA AVENUE STREET IMPROVEMENT PLAN FROM 700FT. S/O CASMALIA ST. TO 950 FT N/O SUMMIT AV. CITY OF FONTANA UTILITY NOTIFICATION LIST ouANTmES OONSTRJCTMNOTES SF CITY OF FONTANA PACIFIC BELL CO.10CONSTRUCT 3,312 7 3/4" (MIN.) AC PAVEMENT OVER 12" COMPACTED NATIVE ATTN:-_6&7ACE MaRTINEf7- ATTN: -J-,AA ).ETNA6E'G01",o 6 MATERIAL (SEE GENERAL NOTES 27 & 28). 8353 SIERRA AVENUE FONTANA, CA 92335 1265 N. VAN BUREN STREET SUITE 180 Q CONSTRUCT VARIABLE THICKNESS AC PAVEMENT OVERLAY 0.125 FT. (MIN.). (909) 350-- 0522 ANAHEIM, CA 9280730 10 CONSTRUCT 8" CF CURB & GUTTER PER CITY STD. DWG. NO. 1003. 3,550 (714) 666-5401 ® CONSTRUCT 8" CF CURB ONLY PER CITY STD. DWG. NO. 1003. SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV)5Q 404 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006. ATTN: GREG GASPAR ATTN: JACK HAYES 1205 © RELOCATE OR REMOVE POWER POLE & OR GUY WIRE BY S.C.E. 16231 VALLEY BLVD. DUPONT AVENUE ONTARIO, CA. FONTANA, CA. 92335 91761 © INSTALL STREET LIGHTS 22,000 LUMEN H.P.S.V. BY S.C.E. (909) 428-8411 (909) 390-4738 ® CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1 SHOWN ON SHT. EMERGENCIES: (800) 427-2200 NO. 6., CASE A; H=4", Ht =2 3/8" AND AS SHOWN ON INDICATED EACH SHEET SO. CALIFORNIA EDISON COMPANY VERIZON ATTN: STEVE HOCK 9 REMOVE TRAFFIC SIGN. 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. 0 CONSTRUCT BUS TURNOUT PER CITY STD. DWG. NO. 1014. FONTANA, CA. 92335 POMONA, CA. 91766 il GRIND PAVEMENT AS REQUIRED (SEE NOTE * TYPICAL SECTION SHEET 1). 820-5598 - UNDERGROUND (909) 469-6327 909 875-5100 - TRANSMISSIONS 2 SAWCUT & REMOVE EXISTING AC PAVEMENT. 1909 213 637-1233 - PIPELINES FONTANA WATER COMPANY 3 REMOVE EXISTING CONCRETE CURB, GUTTER, ETC. 909 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW 8440 NUEVO AVENUE 1 RELOCATE FIRE HYDRANT, WATER METER & ANTISYPHON DEVICE PER WEST SAN FONTANA, CA 92335 BERNARDINO WATER CO. & SAN BERNARDINO CO. FIRE DEPT. AS APPLICABLE CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 FAX:5 RELOCATE AS NOTED. ATTN: BILL VANDERKIEFT, JR. (909) 823-5046 (619) 868-6040 6 ADJUST MANHOLE COVER TO GRADE WEST SAN BERNARDINO WATER CO. 7 ADJUST VALVE BOX COVER TO GRADE. UNDERGROUND SERVICE ALERT ATTN: LON TSAI (800) 422-4133 855 W. BASELINE ROAD ®PROTECT IN PLACE. RIALTO, CA 92377 ® RELOCATE MAIL BOX PER POST OFFICE REQUIREMENT. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS ®0 REMOVE CHAIN LINK FENCE, POST, GATE, BOLLARD, ETC. ®1 CONSTRUCT BARRICADE PER CITY STD. DWG. NO. 118. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES ® CONSTRUCT COMMERCIAL DRWY. PER CITY STD. DWG. NO. 102B SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; ®CONSTRUCT COMMERCIAL DRWY. PER CITY STD. DWG. N0. 102C TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE ® CONSTRUCT 4" THICK SIDEWALK PER CITY STD. DWG. NO. 1015 PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- ® INSTALL ST. LT.&/OR TR. SIG. CONDUITS PER SEPERATE PLAN SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT CONSTRUCT DISCHARGE STRUCTURE PER CITY STD. DWG. NO. 124 SHOWN ON THESE DRAWINGS. 2� Q CONS 7-IFUle T � " j.--ljC/t" S/ISE LV,GIL K � j� C11 -Y- .5�1� Ohl*- N61). %G� � THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING R/W R/W FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 81' 76' ENGINEER. 27' 54' 64' 12' CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT 4.4' 10' 10' 54' 2' ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. f 10' 1 13' MAX. TO 4' MIN. ESTIMATED ouANTmES 248,400 SF 12,000 SF 3,312 LF 8,785 LF 6 EA 35 EA. 16 EA. 6 EA. 10 EA. 3,550 SF 11,990 SF 124,000 SF 404 LF 13 EA. 3 EA. 25 EA. 8 EA. G LS 4 EA. SS LS 224 LF 430 SF 2,570 SF 4,630 SF UNDETERMINED 1 EA. � R/W R/W 1 MIN. - 2:1 MAX ' 4 3 I�---2071 o 2.0q _ 77--, - VARIES 68.7' � I ��� i 1 = 11 1 EXIST.GROUND EXIST. VARIES VARIES 53.6'± 15,1' SIDEWALKEXIST. ACP a 12 EXIST. VAR. 10 TO 13 C & G SIERRA AV E N U E 2 ! � 6' 43.6' MIN. 10' I N.T.S. FROM STA 34+83 TO 37+70 1 MIN. 1 L - 2 Oq 4 4 2:1 MAX AND STA 53+10 TO 54+96 -�2 EXIST.GROUND EXIST �� TI SIDEWALK 1 EXIST. ACP R/W EXIST. ACP 135' MAX TO 81' MIN. EXIST. C & G 11' TO 14' 11 1 50' TO 27' 63' TO 54' EXIST. C & G 72, 12 N.T.S. 10' 13' MAX. TO 4' MIN. SIERRA AVENUE *NOTE: FULL 0.125' OVERLAY TO MATCH FROM STA 26+97 TO 30+75 EXIST. AND/OR PROPOSED PAVING 2.09 2,0% R/W R/W I �EXIST. EXIST.VARIES 78 SIDEWALK VARIES ---_1_ 66' 66' 12' EXIST. 4.0' _ 1' MIN.y 6' I 209' 4 EXIST. 1 SIDEWALK EXIST. ACP EXIST. C & G- 91 10, 9' 110' 75' N.T.S. SIERRA AVENUE FROM STA 30+75 TO 32+92 STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF ZIA 0 THE CITY TRAFFIC ENGINEER. 36. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. o 37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS DIAL TWO WORKING AFFECTED BY THE CONSTRUCTION .TO THE SATISFACTION OF THE CITY ENGINEER. 11 RF7FTl1 P- �nAWZ RnnnPF TOLL FREE `=�- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2' y � 2:1 MAX LXIST.GROUND � y R/W 4' 1- ARIES R �W 54' 41' EXIST.GROUND i 3 2:1 MAX 2 o7. .0% 2:1 MAX EXIST.GROUND 1 SIERRA AVENUE FROM STA 34+65 TO 39+00 91 27' 54' 44' 10' 10' 13' MAX. TO 4' MIN. 1' MIN. 4 2.09; q2,0% _ EXIST. \ 1 = 11 SIDEWALK EXIST. ACP a EXIST. SIERR) REV. REVISION DESCRIPTION DATE I ENGR. Cl L RECORD DRAWING. II Z3 -AOZ)FO q,-% -d eJr 66' 54' 44' AVENUE R/W 12' 2' 02:1 MAX EXIST.GROUND N.T.S. FROM STA 39+00 TO 72+30 � VICINITY MAP SCALE: 1"=2000' R/W L R/W 30' 30' I EXIST. ACP 2.0% 2' 12 2,@ TYR TYP. _ 2.09 EXIST.%� I l �- I EXIST. GROUND-"-/ v GROUND 3 t 1 1 5'± I I VARIES I N.T.S. DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,6', COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. VARIES FRIM 2 TO 12 SIERRA AVENUE UTILITY LEGEND C CONDUIT/SLEEVE E ELECTRIC FO FIBER OPTIC G GAS SD STORM DRAIN SS SEWER T TELEPHONE SUMMITS AVENUE Li II o s 0 r Z QQ i U in E CLUBHOUSE DRIVE SIERRA LAKES PARKWAY CASMALIA AVENUE 0.210 �ZA ;X------ SHT N0. i INDEX MAP SCALE: 1"=500' ITEM SHT. N0. TITLE SHEET 1 IMPROVEMENT PLANS 2-6 DEMOLITION 7-9 FROM STA 75+30 TO 82+44 A� 10601 CHURCH STREET, STE. 107 EARTHWORK SIERRA AVENUE SCALE: AS SHOWN FlECO� D ® AMVIN RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 TIIr4E SHEET DESIGNED BY:DATE: MAY 2003 RAW CUT 1500 C.Y. BENCH MARK: # 615 BASIS OF BEARINGS: THESE RE009n DRA ANIS HAVE SEEM - 1EPARED, W RAW FILL 1500 C.Y. RAILR❑AD SPIKE AT INTERSECTION THE BEARING ❑F N89°30'06'E PART, ON THE 231�.SIS OF INFOPPOA710N r^6 PI! ED AND FURNISHED BY rXHERS. THE ENG!NEt;=; kAALL NOT BE }CPPRO 0'BY: �%G `� OF CITRUS AVE. AND LOS CEDR❑S ALONG THE NORTH LINE OF SEC. RESPONSIBLE FOR ANY ERRORS OR OrAISSIONS WHICH RCE 62183 EXP. 9-30-05 AVE„ IN POWER POLE NO, 9011E ON 30, T. 1 N., R. 5 W., S,B,M, PER R,S. HAVE BEEN INWRPORATED INTO THE DOCUMENTS AS Yj( THE EAST SIDE OF CITRUS AVE. 58/5, WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. A RESULT THEREOF. ELEVATION: 1467.59 CITY OF FONTANA, CALIFORNIA Prepared Under The Supervision Of : QROFES�A �F PREPARED IN THE OFFICE OF STREET IMPROVEMENT PLAN NOMAS MADOLE AND ASSOCIATES, INC. Q Q No. 62183 �, 10601 CHURCH STREET, STE. 107 DRAWN BY: M.N.S. SIERRA AVENUE SCALE: AS SHOWN * Exp: 9-30-05 * RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 TIIr4E SHEET DESIGNED BY:DATE: MAY 2003 M.N.S. -2 T9TEOFCA�4� Date CHECKED BY: }CPPRO 0'BY: �%G `� DRAWING NO.: RCE 62183 EXP. 9-30-05 a "� - �� 3065 Yj( ER R.C.E. 51152 DATE on on JA661-1404\streets\title1.dwo. Plot. 05/20/2003 09:43:30 AM. fs