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Home My WebLink About4678-1_- I- _ _-- o PRIVATE ENGINEER'S NOTE TO CONTRACTORS: STREET - GENERAL NOTES: ®� ® _ ! �.- I _ I_-___ _' 9 _ _ { _ _ _� . ° _ j' _ ° _ _ i' -• �' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO Z o Z-�- M rn Z •� j - --�o CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A COUNTY STANDARDS AND SPECIFICATIONS. o _ - - _ --;--- - - ' + SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE o o, Z EIS G G 0 I CO m m ! I m THERE RE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. 2. BENCH MRK DATA -U.S.C. & G.S. OR OTHER DATUM ACCEPTABLE T THE SAN - o Q - -j - - -- THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT SHALL BE USED. THE BENCHMARK USED Ion a- I + Z I _ �Tcn o ! o �- o o ' _ o PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR AS A BASIS SHALL BE IDENTIFIED. • ¢ : � , � i FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE U11UTY • °D _ I I `� I- o ' ' I I _ . 2 i ' PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE 3. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY PUBLIC WORKS Q , I a E- o v i - I 50 ? - DRAWINGS. DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN SAN BERNARDINO CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE COUNTY PUBLIC WORKS DEPARTMENT EASEMENTS OR RIGHTS-OF-WAY. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF 4. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD OR ' ,_ _ I CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. ( ___ ' _ _- -- - _ __ _ - F T R U -- - - - PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT AND P.C.C. SHALL E N LL � �� _ �- B UNIFORMLY APPLIED AT THE MANUFACTURE'S RECOMMENDED RATE - --- --I-- , - -- } - -- -e-. - ? _.- BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. ! I� I I i SHALL DEFEND INDEMNIFY AND HOLD THE COUNTY OF , , SAN BERNARDINO, I � �` I I • --�� - ---�- I , --I~- I -�---- -�---- � THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 5. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON STRUCTURAL SECTIONS SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO THIS PROJECT, EXCEPTING FOR LIABILITY RISING FROM THE SOLE COUNTY DEPARTMENT OF PUBLIC WORKS, FIELD ENGINEERING DIVISION, DEPARTMENT OF -- -- - _ _-__ _�� NEGLIGENCE OF THE OWNER OR THE ENGINEER. PUBLIC WORKS PERMITS SECTION FOR REVIEW AND EVALUATION BY THE PAVEMENT XiST NG -SURF i I I i ! I MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING THE LOCATION OF UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS SAMPUNG, A TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN R -VALUE TEST PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. APPROVAL WILL BE i WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. 48j%; .8 %) . 2-- - - --__- - 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL COMPACTING ! c I 7 -� ! o TRAFFIC CONTROL - GENERAL NOTES: R M ACTING en o � � ; � ,.� o � � . to � ; ORIGINAL GROUND, ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TEST SHALL BE � `� �` I o U. � 'n �� ; I _- i aD f ►� I SUBMITTED TO THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT, FIELD �- oo + m CJ i t` -,- - 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN I i I M I + oo 1 + i I ,� j� + f I�w ENGINEERING DIVISION, PUBLIC WORKS PERMIT SECTION, FOR APPROVAL PRIOR TO s. i ----w -a- _ CONFORMANCE WITH THE MUTCD 2003 AND CALIFORNIA SUPPLEMENT TO I LO too 0 .0 �; Q M I d I �Q„ o o �� ! MUTCD 2003. PLACEMENT OF MATERIALS AN OR SURFACING. _ ° ; _d 7. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN <1 rncn I_ I I i 2. ALL STRIPING (LONG UNE) AND PAVEMENT MARKING SHALL BE BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT, FIELD ENGINEERING DIVISION AND PERMIT �" I s - i � - r I � - - - - - --�_� RETRO -REFLECTIVE PAINT. SECTION, LISTING ALL TEST OR DETERMINATIONS COMPLETED TO VERIFY: a. R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. 3. ALL SIGNS SHALL BE HIGH INT£NS1TY (FHWA TYPE 111 N) b. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. RETRO -REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE FHWA TYPE VII/IX RETRO -REFLECTIVE SHEETING, "NO PARKING" 8. THE WATER MAINS AND THE GAS MAINS SHALL BE PLACED UNDERGROUND PRIOR TO SIGNS SHALL BE FHWA TYPE II SUPER ENGINEERING GRADE PAVING CONSTRUCTION. THE SERVICE LATERALS FOR THE WATER SYSTEM AND THE GAS RETRO REFLECTIVE SHEETING, AND SCHOOL SIGNS SHALL BE DIAMOND SYSTEM SHALL BE INSTALLED AT A LATER DATE. WHERE IT IS NECESSARY TO CROSS THE GRADE FHWA TYPE IX FLUORESCENT YELLOW -GREEN (9FYG) PAVEMENT, SERVICE LATERALS SHALL BE BORED INTO PLACE. ) I RETRO -REFLECTIVE SHEETING. ' _ I _ ' 9. FILL AND GRADE TO DRAIN ALL LOW REAS ABUTTING TRACT ROADS TO A MINIMUM OF 1 I -" s v' � 4. ALL DELINEATORS AND CHANALIZERS SHALL BE OF FHWA TYPE VII % GRADES. RETRO -REFLECTIVE SHEETING. 10. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY -- - --- - -- -. __ 5. SIGNS SHALL BE MOUNTED ON METAL POTS SIMILAR TO COUNTY DENSIFICATION i I -� --�-- ,----�---�--�- ION TO 909 RELATIVE COMPACTION (R.C.j AT VARYING DEPTHS T WITHIN 0.5 OF EXl TI R U D i _ I STANDARDS 303(A) AND 303(B). GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED T 95%. _ 0 I I I i 6. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON 11. ALL LONGITUDINAL CUTS SHA E PLANS SHALL BE REMOVED BY THE CONTRACTOR. REMOVAL SHALL BE AND FREQUENCY AS OUTLINED IN SECTION 6L OF THE CSAN BERNARDINOHCOUNTYF STANDARDS ACCOMPLISHED BY SANDBLASTING GRINDING OR AS DIRECTED BY COUNTY AND SPECT REPRESENTATIVE. SPECIFICATIONS. - --� �- 12. IMMEDIATELY FOLLOWING REMOVAL OF EXITING PAVEMENT OR DIKE OR CURB AND/OR PROFILE SCALE I I _ ' __� 1 _ _ _ 7. ALL CONFLICTING SIGNS SHALL BE REMOVED, RELOCATED, OR COVERED GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL -----I--�-�- ' �� i- i BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS COMPLETION. VERT 1 i n = 2 f t SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. 13. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY DEPARTMENT HORZ 1 I n = 2 0 f t 8. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS. (i.e. CROSS OF PUBLIC WORKS, FIELD ENGINEERING DIVISION, PUBLIC WORKS PERMIT SECTION, PRIOR TO STREET TOP, STOP LIMIT UNE AND CROSSWALK PAVEMENT MARKINGS) NOT MAKING APPLICATION AND ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. 5+00 6 + 0 0 7+00 8 --�-• 0 0 OFWN SAMEKINDD, AND F IN REMOVED/OBLITERATED, WITH THSHALL MUTTCDR2003 AND STORED 14. DEPARTMENT OF PUBLIC WORKS APPROVAL DOES NOT INCLUDE WATER OR SEWER CALIFORNIA SUPPLEMENT TO MUTCD 2003. SYSTEM OR ESTIMATE OF QUANTITIES. 9. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE 15. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF PUBLIC WORKS APN APN I APN A FINAL REVIEW (WALK THROUGH) WITH TRAFFIC DIVISION PERSONNEL FOR PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. APPROVAL OFT C CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. 16. EXPANSIVE SOILS: IN EXPANSIVE SOIL AREAS, THE SUBGRADE UNDER CURBS, GUTTERS, 33423) -•33 334-•33) -•33 _ 234-•23) -•07 SIDEWALKS, AND DRIVEWAY APPROACHES SHALL BE SCARIFIED TO THE DEPTH OF AT LEAST I EIGHT (8) INCHES AND MOISTURE SHALL BE APPLIED TO MAINTAIN FREE WATER ON THE s 2 I SURFACE FOR A LEAST 24 HOURS PRIOR TO PLACING CONCRETE AND THE SUBGRADE EXIST I v '" " EXIST It SHALL THEN BE PREPARED WITHOUT COMPACTIVE EFFORT. �- I ,�' A IN�fALL OBJECT MARKER -~`" 3 ° 17. ALL PIPE LINES OF SUBSTRUCTURES OF ANY KIND, AND TELEPHONE OR POWER POLES, CA TYPE L-1(OM2-2V) I WATER METERS, VALUES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN PER MUTCD 2003 CA. w o v, V) X --I TEMP. POLE 00 I THE LIMITS OF THE DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS SU P. FIG 3C-101 IN + ® n W TO BE DONE SHALL BE REMOVED OR RELOCATED AT HE DEVELOPER'S EXPENSE AND AT NO FRONT OF POWER POLE o r r ► COST TO THE COUNTY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT. IT SHALL BE THE Q��rr Q N y EX. FENCE - �1� � �� • OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. s� ~ .19) EXIST. R W �O C- a.'�x - - --- _ '�o� / a ,��' 18. ALL C.S.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFACTURES �' o_ _ _ _ ______n .___0._59'-" _ v a o z �p� SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PIANS. SWALE r �' .gyp •fir °`� 'ter { �1 °�� • 60 ,y�.'` GRADE SWALE o�y'�• ®p � 19. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT r TO D N -_.�� rc 3�n�®. .,� o TO DRAIN '� P * _.- .--�.�� __ _e__ _ . - .,. ,y.'`o ... .. .. . ` . ... • I 'c®�0�� BE WATER TESTED PIN THE PRESENCE OFOTHE INSPECTOR IMMEDIATE Y PRIOR FLATTER SHALL ° ° . ...�,-... . c7 ...2X REDW00... .. 5Q • o / M HE DER EE DETAIL ;„ ,, ° HEAD R®SEE DETAIL P• ��® ACCEPTANCE. DE ORM '� STANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 6" WI ORE THAN 4 LONG SHALL BE SAW -CUT AND REMOVED IN LENGTHS NOT LESS THAN 4 LONG SHALL n h� `;; %:. ;�, . ,, �� - BE SAW -CUT AND REMOVED IN LENGTHS NOT LESS THAN 4 AND REPLACED TO REDUCE , LO ✓ ,_ PONDING TO THE MAXIMUM SPECIFIED. a+oo N ,off 0 `•�` 1 s+oo 5 4 0„��°` +oo _ _ - F.� a+ 20. IF DURING CONSTRUCTION, GROUND WATER IS ENCOURAGED, A SYSTEM APPROVED BY :2 v? �' N 89 46 OO E �`' o Z `�`' �-- STREET THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE INSTALLED TO o et" r= o o "` DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. > ,, in 21. THE ENGINEER SHALL INSPECT AND CT N CERTIFY THAT ALL PRONATE ROAD AND DRAINAGE o Q_ a _ _ ____ _ _ ____ I SCALE: 'I =2®' IMPROVEMENTS HAVE BEEN BUILT IN ACCORDANCE WITH THE APPROVED PLANS. _ r �• r o �• O 22. ALL 0.409' ' M ti' rn U !- V do Z 1-- ' r: z v Tri z ®U ,, v �o� ® o OR LESS CURB GRADE LINES SHALL BE STAKED AT 25 INTERVALS AND C3 Z5 FORMS CERTIFIED BY THE ENGINEER BEFORE POURING CONCRETE. Lim ccn U i m � w co w (A � 23. EXISTING COUNTY ROADS THA WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR e I TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. APN APN I APN Q 24. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURANCY AND 231-•232-•42 234-•233-p3) 231--232®-°30 I � ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING > WASHINGTON DRIVE CONSTRUCTION, THEN NATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE PLAN FOR APPROVAL BY THE COUNTY OF SAN 1 � BERNRDINO. m Q 25. SHOULD AND EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF AND 7) 30' 30' FINISHED SURFACE INTERSECTION, IT MUST BE MAINTAINED IN PLACE NEXT TO THE EXISTING PAVEMENT UNTIL < 18' 12' FINISHED GRADE SUCH TIME AS THE WIDENED ROADWAY IS OPEN TRAFFIC. AT THAT TIME, IT WILL BE FINISHED RELOCATED THREE (3) FEET BEHIND THE NEW CURB IN THE VICINITY OF THE BEGINNING OF ±12.5 ±12.5 \�'\�\i\\��\\e�` THE CURB RETURN OR AS OTHERWISE DIRECTED BY THE ENGINEER. Exist. Pvmt. I Exist. Pvmt. e, @��\� CONSTRUCTION N TE QUANTITY 9' g' (2 X 8) REDWOOD\\� NOTE: " HEADER NOTES QU ESTIMATE I 2' MIN. SAWCUT ANDI REMOVE USE 16D GALVANIZED NAILS CONSTRUCT A.C. PAVEMENT PER THE RECOMMENDATION OF SOILS TEST 939 SF I OVERLAY EXIST. PAVEMENT 3.5't 2" X 4" X 24" REDWOOD USE 1"X12'X2' SPLICE 1.77X to 4.00X STAKE ®2.5' O.C. BLOCK AT SPLICES (17 9 t�2 CONSTRUCT P.C.C. DRIVEWAY APPROACH PER COUNTY STD. DWG 128 312 SF 256, to 29' 3 CONSTRUCT 8" CURB AND GUTTER PER COUNTY STD. DWG 115 85 LF 7/°/ �'� REDWOOD HEADER DETAIL GRAPHIC SCALE 0 -N- O4 SAW CUT TO NEAT STRAIGHT EDGE & OVERLAY 2' MIN. OVERLAY 141 LF EXIST. .AC PVMT. ..s SCALE: N.T.S. zo o ao zo �o so EXIS . GROUND 0 t� REMOVE EXISTING AC PAVEMENT 494 SF �T� 1 3 ( IN i STREET `5EC I IOL 7.5'1 1 Z. 14.0 4- 1 inch = 20 ft. N.T.S. CHIEF, TRAFFIC DIVISION DATE laNIX E BENCH MARK: Prepared Under The Supervision Of : COUNTY OF SAN BERNARDINO 0 - STREET IMPROVEMENT PLANS co R T BENCH MARK B-10 "4 14543 Boots lane DEPARTMENT OF PUBLIC WORKS DESCRIPTION CHIS ® ON NO. TOP OF CURB AT N.E. CComq�,� ¢� Fontana, Ca 92336 ROAD NO. o �•�� '� DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 869450 SD CORNER VALLEY BLVD, AND CHERRY AVE. APPROX. 100 _ I AS JLS laic 14650 WASHINGTON DRIVE rD DIAL TWO WORKING FEET EAST OF CENTERLINE CHERRY AVENUE. ®." Phone: (951) 217-2514 BEFORE DAYS BEFORE �• 9/�f03 Fax: (909) 899-5008 1� FllE Na J, �. SUBMITTED C.D.E. ASST. DIRECTOR OF PUBLIC WORKS DATE A.P.N. 0234-231-25 146-147 YOU DIG YOU DIG ELEVATION: 1044.71 �,� ail: js 12 9@aol.com ENGINEERING If Date :ts.%I /p�{ RECOMM DE ROVED TOLL FREE 1-800-227--2600 Or CA1-�F • %w OF A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ASSESSORS PARCEL NO. 0234-231-25 CIVIL • STRUCTURAL • SURVEYING L.J.CANUTI R.C.E. 48883 EXP, DATE:9/30/06 MRK REwSION APPR• DATE \1. is � FONTANA, CALIFORNIA 1 1 L ND DEVELOPMENT ENGINEER ATE DIRECTOR OF PUBLIC WORKS DATE 0 - per,. moo. 4tn79