Loading...
HomeMy WebLinkAbout2163-1STRIPING GENERAL NOTES: 2 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND.SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS, 3. PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL BE IN TWO(2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED BETWEEN -FOURTEEN (14) AND THIRTY (30) DAYS AFTER THE FIRST COAT. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTRING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANSSPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISL INDICATED ON PLANS. 6. SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2"x2" (12 GA.) WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH MAY VARY WITH SIGN INSTALATION TO MAINTAIN MINIMUM HIGHTS, THE ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, 2 1/2'x30"x6 GA. (NON PERFORATED),TO FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MIDPOINT OF ANCHOR WITH ONE 7/16" HOLE ON EACH SIDE, AND AT TOP. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICAD DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 8. CONTROL POINTS OR "CAT -TRACKING" IS TO BE APPROVED BY THE TRAFFIC SECTION PRIOR TO PAINTING, fi'` lam:=.:r-_."'":'rti�� !� 10.17061 Z NOTA: EkA � PIEV l 5 ON NO. Q_ MADS E>'Y �F CAVIL RuN'S AKEI� >? , ASSOC- 1ATE5� I VIN Ir, (nIC- .OF C_, -I zsz ) &'t - AL1�4�-v � R I G 14A R D J Pic, 2 1706 I &REYISIGN los. 8'9 WERE 17REPARED Z5`(: THE 9P CONSUL G GRDLIP THOMAS A. PETERSEN, R•C.E. 39275 DATE LOT 87 SEE S.D. PLAN,5 FOR PROFILE 167.60 LF OF 6" P.V.C: @ 1.14 TOP OF CURB � I- GUTTER 3,5% OD 5' TRAM 8' _ 6" 10" TO SCF W o, � v MODIFIED DISCHARGE AR E STRUCTURE STD. 124 S STD. FOR REINF. AND ADDITIONAL INI J H Cr J I M. SIDEWALK 315 % /2 BATTER v 5' TRANS 10" TO 8" CF R/W 50' R/W 11 HUNTER'S RIDGE STREET IMPROVEMENT PL, ANS TRACT NO414277 -5-'!)6- 12 VICINITY MAP PAIIIJ11 R. 1441D01Z5T011, JR. DArr 01 RECORD DR4WING 14UAISAKER � q SS OCIATES 2900 AagMS S7REET, SU/TF A -!S RIVE•R&DE CA. 92504 (909)3W- 72 0o INDEX MAP Scale 1 " = 300' R/W 66' R/W © INDICATES SHEET NO. CONSTRUCTION NOTES a ESTIMATE OF QUANTITIES auA,vrirY DESCRIPTION UNIT QUANTITY 3 EA. 3 EA. G �---� 14277 14277-1 G-O�YyTR!/CT .,5T�1M�.0 CO/YCf�ET�' f�Al�/NG 7l, i1ATlf/ 1 ��i/.STI�YG ,oEf�JF�ATII�E' i�4l�I/YG �Y/Tfi�/�Y f�Uiy?,�.'S' :5f" /.00E• �%NS�LL �ErQ OETA/L5' O/Y .S�/E�T IC' ' ✓ 2 CONSTRUCT 4" AC OR EQUIVALENT SECTION OF AC ON SF 129290 15 p 37 AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATIVE SOIL CONSTRUCT CONCRETE CURB AND GUTTER 3 18" CF PER CITY OF FONTANA STANDARD DETAIL 1011 LF 4235 93-74 4 CONSTRUCT 4" THICK CONCRETE SIDEWALK S. F. 1645 2(p.1$& 5 CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL PER CITY OF FONTANA STANDARD DETAIL 104 SF 379 - 500- 5E OMITTED 5 ADJUST MANHOLE COVER TO GRADE PER CITY OF FONTANA STANDARD DETAIL 109 EA 0 I9 7 ADJUST WATER VALVE TO GRADE EA 17 8 OMITTED LF 9 REMOVE BARRICADE LF 132 65 10 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD 104A EA 10 j 11 OMITTED 12 I NSTALL STREET LIGHT 15-� OGG HIGH PRESSURE SODIUM) W/ORNAMENTAL POLE EA IG CONSTRUCT LOCAL DEPRESSION *2 13 SEE DETAIL "A" ON SHEET 10 SF 16 lit 14 CON5TRUCT CONCRETE CURB DNIY L.F. 39 ?C[•[ (b" C F PER- GITY OF FONTANA STANDARD RETAIL 10 1) . 15 CONSTRUCT MODIFIED DRAINAGE STRUCTURE STD. I24. EA O 16 c OAST Rac i Comm Ems' c/xi G .U,¢/YEwA Y PES 5!= -- 2 re, lv . r&17 TRAFFIC Co1VrROL DEVICES (SEE SHEET 6 OF /o) �5 fQ� ,E✓ r11wA 7,5 Oc auAN T/ 7-1,Eg ON TRA Oro /42 77-1, Z;. 3, 4 -, 5 � (a, RE, -,-,ER TO COivSTiRucrION a,E0 1/,61VOE pZAA1 Dwo. A/0. /4 j /6 , I /C'� (D PAVEMENT NOTES: 0 1. ACTUAL THICKNESS OF A.C. PAVEMENT AND/ OR BASE COURSE MATERIAL -FOR STREET STRUCTURAL SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. THE PROJECT DEVELOPER IS, IN GENERAL, REQUIRED TO BRING HIS HALF STREET SECTION FRONTAGES UP TO A 20 YEAR DESIGN LIFE BETWEEN SITE. PROPERTY LINES, PLUS REASONABLE JOINS TO EXI5TING PAVEMENT SUBJECT TO FINAL APPROVAL BY THE CITY ENGINEER. 2. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CIT`( AS REQUIRED BY SOILS TESTS TAKEN BY THE DEVELOPER'S GEOTECHNICAL ENGINEER AFTER COMPLETION OF ROUGH GRADING. SHOULD THE STREET . CONSTRUCTION START MORE THAN THREE MONTHS AFTER THE PLANS ARE APPROVED, AND IF FIELD PAVEMENT CONDITIONS CHANGES THEN THE DEVELOPER WOULD BE REQUIRED TO UPDATE THE DESIGN TO ACCOMMODATE ACTUAL FIELD CONDITIONS. SIG TYPICAL_ STREET SECTION SATTLEPEAK COURT - HALTER COURT -0 X NING AND STRIPING CONSTRUCTION NOTES 1 INSTALL NO PARKING SIGNS PER CITY OF FONTANA STANDARD NO. R26(S), v U U v 1 INSTALL STOP SIGN PER CITY OF FONTANA STD, R1 TYPICAL STREET SECTION TYPICAL STREET SECTION 3� PROVIDE PAINTED STOP BAR AND STOP PAVEMENT NTS NTS MARKING PER CITY OF FONTANA STANDARD 12\ EOX_LARE OXER LAN -E- AND RAR-TOF Q LONE_ PINE DRIVE - WRANGLER DRIVE- STAGECOACH DRIVE ® PROVI-DE MEDIAN SIGNAGE�PER CITY OF FONTANA T. 1. 5,5 _ SOR.REL_-LANE VIr'-i_THERS_ AVENUE_-- FETLOCK_AV_ENUE- BOOTS_.LANE- SORREL LANE STANDARD R7/R7A 1 GENERAL NOTE -9: ®1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE - PLANS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN -BOOK). ® 2. .CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CIT�.' OF FONTANA , ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK WITHIN -THE CITY LIMITS.. . 3, STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT OTHERWISE NOTED. -% ® 4. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 5. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR.TO PAVING OF STREETS. 6. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER. IT SHALL - BE .THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES AND TO EXERCISE PROPER PRECAUTIONS 1'0 AVOID INJURY OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 1- 800-422-4133. 7. ALL MANHOLE AND CLEMOUT FRAMES AND COVERS SHALL BE CONS- TRUCTED 6 INCHES BELOWINISHED GRADE BY SEWER CONTRACTOR .� AND SHALL BE RAISED TO UADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 8. ALL VALVE CANS AND COVERSMALL BE CONSTRUCTED 6 INCHES BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AVER COMPLETION OF PAVING. 9. REFER TO CITY OF FONTANA. UNDE GROUND UTILITY LOCATION STAN- DARD DETAIL 129. 10. THE CONTRACTOR CS) SHALL COORD INA CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENT'S CLUD I NG. BUT' -NOT' L I M I TED T0, GAS. TELEPHONE. ELECTRICAL. LI HYING. CABLE TELEVISION. LANDSCAPING. LANDSCAPING IRRIGATION. DOMESTIC WATER, RE- CLAIMED WATER. SEWER. STORM DRATNAQE. FLOOD CONTROL SYSTEMS. ETC. 11. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. RECORD DIZAVQIM6S SA611.Ir-- mvIDCD 6Y TIAC stAGjmr__ L 12. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 13. CONTRACTOR 1S INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS. AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT' SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER"S REPRESENTATIVE. 14. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 15. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH 1'0 ALL ADJOINING CURBS AND SIDEWALKS. 16. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED. INSPECTED AND APPROVED. 17. THE WALLS 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. TRENCHES LESS THAN FIVE (51 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. a 18. THE CONTRACTORS) SHALL OBTAIN A PERMIT TO PERFORM EXCAVA- TION OR TRENCH WORK A81,DESCRIBED IN NOPE 17 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICAI'IONS,PUBLIC WORKS CONSTRUCTION SECTION 305-1.1.6. 19. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 20. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD.SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUC- TION. ONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND,CONSTRUC- TION OPERATIONS. 21. ESTIMATE OF QUANTITIES IS PROVIDES BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION•O� CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF'WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 22. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF "HE CITY ENGINEER. 24. ADEQUATE STAKES SHALL BE SFT BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. A425. CURVE DATA REFERS -TO THE FACE OF CURB. 26. THE CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. ® 27. 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 GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. ® 28. ALL UTILITY COMPANIES SHALL 13E GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA. 92335 TELEPHONE: C7143 350-7610 SO. CALIF. GAS COMPANY 1981 W. LUGONIA AVENUE REDLANDS, CA. 92374 TELEPHONE: C7141 884-9411 SO. CALIF. EDISON COMPANY 300 N. PEPPER AVENUE RIALTO. CA. 92376 TELEPHONE: C7141 820-5598 - UNDERGROUND (714) 875-5100 - TRANSMISSION C213) 637-1233 - PIPELINES, OR C8001 422-4133 u"17- auA,vrirY ZA . /2 Ed• 3 EA. 3 EA. G PACIFIC BELL CO. 3939 CORONADO STREET ANAHEIM. CA. 92807 TELEPHONE-, C7141 666-5494 UNDERGROUND SERVICE ALERT TELEPHONE: C8003 4224133 GROUP W CABLE 8561 NUEVO AVENUE FONTANA, CA. 92335 TELEPHONE: C714) 350-2344 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA, CA. 91766, TELEPHONE C213) 357-2257, OR �' C800) 422-4133 NOTE : - TRACT HAS BEEN PREVIOUSLY GRADED PER APPROVED GRADING PLANS AND - COMPACTION REPORT HAVE BEEN FILED WITH THE CITY. 5CONTRACTOR AGREES T T . I . = 6.5HAT HE SHALL 'ASSUME SOLO ANU uunrL.t I t �;r, .•�.W, ' �� RESP ONS I B Y L I TY ^FOR JOB SITE CONDITIONS DURING THE COURSE �. � E:� : � � „. /_ 1/aTE � _ I 5 - • mo 3 ®&A &Maw >3Y- OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL w NU �"� = h�1LL_�`' FORE/�1�1N, �iVC. PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY / %'4 QUANTITIES SHOWN ON THESE PLANS ARE TO BE VERIFIED BY THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PRIVATE ENGINEER'S NOTE: :-,r1 - -.� N�'''h22" ; CONTRACTOR PRIOR TO BID AND/OR CONSTRUCTION. CONTINUOUSLY AND NOT BE LIMITED -TO NORMAL WORKING HOURS; Date �/ ? u I N. IF NO PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED AND THAT THE CONTRACTOR SHALL DEFEND: INDEMNIFY AND HOLD 'r Exp./.�I'"' DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE CIVIL BY A SEARCH OF THE AVAILABLE -RECORDS. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE ,,;' :� �j.-`.:�, ��` I '�RECDRta AWG'' �°� �.'�� �:/r TO THE BEST OF OUR THE OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK '-,%,.1uIL �y c��� gi _ _ _,`g. __ _ vr• �1�>> ENGINEER PRIOR TO THE AFORESAID TIME, THE TOTALS WILL BE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN FROM ANY AND ALL !_ I AB I L I T >r RE 0 T� ; AL R ALLEGED IN CONNECTION < �- c17111 I Z -b-4- -5 ti ti = t ;t`� CONSIDERED AS FINAL PAY QUANTITIES FOR ALL WORK SHOWN ON ON THE MAP . THE CONTRACTOR I S REQUIRED I RED TO TAKE DUE PRE- W WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING �- �►' Gf����."�'• s -•�'`\� ��� �� -:-'' Q r' 1 ' • --�"�' C SZ-' 'j THE PLANSi CAUTIONARY - __ AR MEASURES TO PROTECT THE UTILITY LINE'S SHOWN FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE'OF THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE �--! N� DE SCR1 PTITI N �NG�R. DATE CITY DAT _O.U/Y C. f/OG,Qit,/ cf 229 oarF' A Y FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE I REV.1 IDMS AND AN OTHER LINES NOT OF RECORD OR NOT SHOWN. OWNER, THE ENGINEER OR THE CITY. PLANS FOR APPROVAL BY THE CITY. - - EV I S L ONS Engineer City BENCHMARK: J,. MPPCITY OF FONTANA . CAL I FORN I A PLANS PREPARED UNDER THE DIRECTION OF: No: Disari tIon: A rovol Date: Approval Date: � �t ASSOCIATE, INC.INC NOTE: DEVELOP ER/OWNER : ADDED 712,qr-FJC C O N T 1� - s U E S -R-S, 11-6-92- NOTIFY UNDERGROUNDADa�D .ST,P/P/�G CoNST GEAt/� L Ac/OT.€S G�'i _ ?_a3 FWE 43 R.R. S PUSL I C WORKS DETARTMENT SERVICE ALERT FIRST CITY PROPERTIES UPDA��o sr,�E,E-T �,Q�y- PIKE IN E.P. 3 !/28--�¢ /Z•Zo•9� BY PP*1536663E S' LY SIDE OF C Drawn by: STREET IMPROVEMENT PLANS Scale: CALL TOLL FREE 1-800-422-4133 AT 8383 W i s h i r e Blvd., Ste . 800 GEORGE R. SAU E # 4. ANTO s I DE AL WIOTA/ FROM BASELINE 220' +/- E' LY OF IVIL ENGINEERS. LAND PLANNERS 13960 D T � B FACE' TO BACK OF WALk), T ITLE SHEENTs LEAST TWOC2) WORKING DAYS BEFORE Bever1y Hi11s, CA. 90211 MY REGISTRATIONREXPIRES 3-31-93 UPDAQ TE GENERA} 4'P,4 VFMFNT NOTES. S•7.9� CHERRY AVE. LAND SURVEYORS T YOU D I G. �_ AO20,ry A�70,?AT/1, ',RA`//YG C1 AA -4T. /YOTE'> 8hS-� ! % B, Z,,gi.. Designed by= TRACT N0. 14277 14277-1 2 3 4 5 (o Date= 2002 IOWA AVE . SUITE 1 10 5 (213) 852-0499 Ap(7ED TELT 1421 -� s+j-r. j� 10-25-1,5 It. z/.9/' RIVERSIDE. CALIFORNIA 92507 � w ELEVATION 1313 , 04 Cheoked by: Dwg. No. REV, 57. <9�ADES �flD p Ws = D 14] 276-8760 g gz>D k-GUT4D SORREL IA/ WRANGLER DR. 1.3• � �a �..�� A proved: -CITY ENGINEER R.C.E,, 2512 1 i �2Ec�RA A� tt1��G P B3 [(o