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HomeMy WebLinkAbout5320-1 STREET IMPROVEMENT PLAN APN 0236-071 -22 GENERAL NOTES I . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 10646 CALABASHAVENUE 2. BENCH MARK DATA: TBM #2 PER CSFB 40I 5/1421 CHISELED ❑ ON WEST END OF CURB SOUTH SIDE OF SLOVER AVENUE -± 101' EAST OF BANANA AVENUE. ELEV.=993.25'F 3. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303, 304a AND 303b SHALL BE COUNTY OF SAN BERNARDINO CONSTRUCTED AT EACH INTERSECTION. 4. STREET MARKERS SHALL BE CONSTRUCTED AT EACH INTERSECTION IN ACCORDANCE WITH APPLICABLE SAN BERNARDINO COUNTY STANDARDS. ALL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH COUNTY AND STATE SPECIFICATION. 5. A PERMIT WILL BE REQUIRED FROM THE COUNTY OF SAN BERNARDINO DEPARTMENT OF PUBLIC CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES* WORKS PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE COUNTY OF SAN BERNARDINO 58 TONS AC EASEMENT OR RIGHTS-OF-WAY. O INSTALL_" AC OVER " CLASS II BASE (2,455 SF)" 47 CY BASE G. LEAVE 8"X8" BLOCKOUTS IN SIDEWALKS FOR MAILBOXES, ETC. WHEN SIDEWALK IS PLACE ADJACENT SLOVER AVENUE 0 INSTALL 4" THICK PCC CONCRETE SIDEWALK, WIDTH AS SHOWN, 810 SF TO CURB. L1 PER 55 COUNTY STD. 109C 7. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD, A SOIL STERILANT REGISTERED BY THE E.P.A. O INSTALL 8" CURB 4 GUTTER PER SB COUNTY STD. 1 15 1 I 0 LF FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE I n 1 I O 0236-071 -III APN 4 INSTALL PARKWAY DRAIN PER SB COUNTY STD. 211 (W=AS SHOWN) 2 EA FULL PAVEMENT WIDTH PRIOR TO PAVING. 8. AT COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTIONS APN I I. i 5O INSTALL DRIVEWAY APPROACH PER SB COUNTY STD. 129B (W=36') 605 SF SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS, 0236-071 -10 0236-071 -12 fMODIFIED APPROACH LENGTH AND RADII PER PLAN FIELD ENGINEERING DIVISION, DEPARTMENT OF PUBLIC WORKS PERMIT SECTION, FOR REVIEW AND APN 0236-071 -13 P.L. --_ APN 0236-071 -17- - - _ - I APN 0236-OSI-14 EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING --- - -� - ��- ---- --I (• I I --- - © COLD PLANE * OVERLAY (MIN. 0. 1') EXISTING PAVEMENT 1 945 SF THE LOCATION OF THE SAMPLING, A TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST I I I= I0 SAWCUT EXISTING PAVEMENT 245 LF RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL R-VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. APPROVAL WILL BE GIVEN WHEN ALL r - -:17-7-1: ® REMOVE EXISTING AC PAVEMENT I 180 SF STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. II O9 RELOCATE EXISTING POWER POLE. .2 EA 9. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, ALL SUBGRADES SHALL BE PERFORMED AT NO COSTS TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH APN 0236-071 -23 II� REMOVE EXISTING CHAINLINK FENCE . . 170 LF THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT, I �� I REMOVE EXISTING GATE. 2 EA FIELD ENGINEERING DIVISION, AND PUBLIC WORKS PERMIT SECTION FOR APPROVAL PRIOR TO PLACEMENT OF BASE m MATERIALS AND/OR SURFACING. © INSTALL CRI GA PER UNIFORM SIGN CHART OF SB COUNTY DEPARTMENT. . . I EA I O. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO P.L. ' OF PUBLIC WORKS P.L.�� 511 �'I 0 COUNTY PUBLIC WORKS DEPARTMENT, FIELD ENGINEERING DIVISION AND PERMIT SECTION, LISTING ALL +I O 0 INSTALL OBJECT MARKERS, TYPE L- (CA) (OM2-2V) PER CALIFORNIA 2 EA TESTS OR DETERMINATIONS COMPLETED TO VERIFY: a. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT _ __ 11 I �o MUTCD 2006, FIGURE 3C-1(CA) OF AGGREGATE BASES. b. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 0 I o I N I N 0INSTALL REDWOOD HEADER PER DETAIL, SHEET I 20 LF I 1 . THE WATER MAINS AND THE GAS MAINS SHALL BE PLACED UNDERGROUND PRIOR TO PAVING CONSTRUCTION. O I EXISTING - T\-: --1 - I O J r THE SERVICE LATERALS FOR THE WATER SYSTEM SHALL BE INSTALLED AT A LATER DATE. WHERE IT IS z - GRAVEL PARKING BUILDING - I - i I I N 'ESTIMATE IS FOR FEE PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR NECESSARY TO CROSS PAVEMENT, SERVICE LATERALS SHALL BE BORED INTO PLACE. O 1 LOTo I I• Q OWN QUANTITIES. Q i t FF .�= 80.82 I W O I 12. ALL LATERAL CUTS INTO COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION m LI J I z W ""PRELIMINARY SECTION, FINAL SECTION TO BE DETERMINED BY SOILS TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.5' OF GRADING PLANE. THE TOP NO I r I N I ENGINEER. 0.5' SHALL BE DENSIFIED TO 95%. r l I a I I I 13. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND FREQUENCY I L - J I I W PROPOSED AS OUTLINED IN SECTION G OF THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. LJ- - I I RN/ EXISTINGRivR/W 1 4. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE I F \ SRAVEL� I i�.l_ I 3' ADDITIONAL DEDICATION PER SEP. DOC. CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. - r T LOT �I _ I 33' 33' 15. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY DEPARTMENT OF PUBLIC WORKS, FIELD ENGINEERING DIVISION, PUBLIC WORKS PERMIT SECTION, PRIOR TO MAKING APPLICATION AND • lue �I 1 I ' / 22' 22' / I I ' PROPOSED 1 I ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. MSS 4 p • 11 1 / IVARIES L- 1 : ral I 0.5'X� 4' G.5'f 7 5'-I O' 1G. DEPARTMENT OF PUBLIC WORKS APPROVAL DOES NOT INCLUDE WATER SEWER SYSTEM OR ESTIMATE OF I I QUANTITIES. r �r AC PARKING LOT I I ( )� I I I VARIES I I 17. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY L - - - - _I L - - - _ _I ____ 3 I I (2• 9%) (2 O9 oRIES CONSTRUCTION ON THIS PROJECT. 5 I Ii �y. I • I O I .01% VARIE 55% 3`� =9% __ - 18. EXPANSIVE SOILS: IN EXPANSIVE SOIL AREAS, THE SUBGRADE UNDER CURBS, GUTTERS, SIDEWALK AND _ _ -- ^^�. , , ,, s t . , _ a I I �_� 2.05 -�� I I DRIVEWAY APPROACHES SHALL BE SCARIFIED TO THE DEPTH OF AT LEAST EIGHT (8) INCHES AND MOISTURE �=a I t - - • I I �_ I I SHALL BE APPLIED TO MAINTAIN FREE WATER ON THE SURFACE FOR AT LEAST 24 HOURS PRIOR TO PLACING p + O I I ' 0 0 EXISTING AC I CONCRETE AND THE SUBGRADE SHALL THEN BE PREPARED WITHOUT COMPACTION EFFORT. APN 0236-071 -19 PROPOSED UNDER I I - 19. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE 50 CONSTRUCTED THAT A MINIMUM OF PONDING P.L. SIDEWALK DRAIN ' h N I I© © 0 O I ROADWAY EXISTING I OCCURS; SECTIONS HAVING GRADIENTS OF 0.5% OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF o_ 0 I Q:oo=34. 3 GFS8CURB * Qco I LI +II 1 pGUTTER THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 6" N 1 O TYPICAL SECTION WIDE OR MORE THAN 4' LONG SHALL BE SAW-CUT AND REMOVED IN LENGTHS NOT LESS THAN 4' AND REPLACED O I1 t II___: m NTS TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. cel CALABASH AVENUE 20. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE SAN BERNARDINO LEGEND UTILITIES: 0 STA I 0+04.501 T06S5TA 12+05.44 COUNTY PUBLIC WORKS SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS X.XX PROPOSED ELEVATION WATER COMPANY ¢ENGINEER. 2 I . ALL 0.40% OR LESS CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS AND FORMS CERTIFIED BY (X.XX) EXISTING ELEVATION FONTANA WATER CO. THE ENGINEER BEFORE POURING CONCRETE. FF FINISHED FLOOR 8440 NUEVO AVENUE FS FINISHED SURFACE FONTANA, CA 92334 NOTE 22. EXISTING COUNTY ROADS THAT WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL GRADE TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. FG FINISHED FL FELEVATION (909) 822-2201 ANY CONFLICTING EXISTING UTILITIES, SUCH AS 23. THE PRIVATE ENGINEER I5 RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF WORK HEREON. TCL TOP LI CURB SEWAGE DISPOSAL POWER POLES, SHALL BE RELOCATED PRIOR TO IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE TB TOP OF BERM ONSITE SEPTIC STREET IMPROVEMENT CONSTRUCTION. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE PLAN FOR APPROVAL BY THE COUNTY TW TOP OF WALL ELECTRIC OF SAN BERNARDINO. TF TOP OF FOOTING SOUTHERN CALIFORNIA EDISON 24. SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF AN INTERSECTION, IT MUST BE TR TOP OF RETAINING 287 TENNESSEE STREET TRAFFIC CONTROL NOTES: MAINTAINED IN PLACE NEXT TO THE EXISTING PAVEMENT UNTIL SUCH TIME AS THE WIDENED ROADWAY IS OPEN ,�\ GB GRADE BREAK REDLANDS, CA 92373 FOR TRAFFIC. AT THAT TIME, IT WILL BE RELOCATED THREE (3) FEET BEHIND THE NEW CURB IN THE VICINITY - INDEX MAP VC VERTICAL CURVE (909) 307-6747 I . ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE OF THE BEGINNING OF THE CURB RETURN OR AS OTHERWISE DIRECTED BY THE ENGINEER. AC ASPHALT 2" X 6" REDWOOD HEADER GASCALIFORNIA MUTCD SEPT. 26, 200G AND STRIPING PER SAN BERNARDINO COUNTY STANDARD SCALE: I"=60' EP EDGE OF PAVEMENT THE GAS COMPANY A.C. PAVEMENT SPECIFICATIONS 307 THRU 307D. PP POWER POLE 1981 W. LUGONIA AVE. 2. ALL STRIPING (LONG LINE) AND PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE PAINT. - 3. ALL SIGNS SHALL BE OF HIGH INTENSITY (FHWA TYPE III/IV) RETROREFLECTIVE SHEETING EXCEPT: PCC PORTLAND CEMENT CONCRETE REDLANDS, CA 92374-9720 1' 1` A. STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN 0 GO 120 180 SEP SEPARATE (909) 335-7847 I I " URBAN SETTINGS) RETROREFLECTIVE SHEETING. ST IMP STREET IMPROVEMENT TELEPHONE I 1/2" lL. rig B. "NO PARKING" SIGNS SHALL BE OF SUPER ENGINEERING GRADE (FHWA TYPE II) STD STANDARD PACIFIC BELL TELEPHONE CO. RETROREFLECTIVE SHEETING. PAD PAD ELEVATION ATTN: JOEL L TELEPHONE C. SCHOOL SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN PRIVATE ENGINEER'S NOTE TO CONTRACTOR DNG. �r �� 3939 E. CORONADO ST. \ \\ \��\�'��! , D. STREET NAME MARKEIRS SHAVE LL BE OF DIAMOND GRADE (FHWA TYPE IX) RETROREFLECTIVE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR o,s soa RIM MANHOLE RIM ELEVATION. 4' NV PIPE INVERT ELEVATION ANAHEIM, CA 92807 \ • SHEETING AND CONFORM TO COUNTY STANDARD 303. STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE --- HDC HIGH DEFLECTION COUPLING (714) 666-5534 E. CONSTRUCTION SIGNS SHALL BE OF DIAMOND GRADE 9FHWA TYPE IX) FLUORESCENT ORANGE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS "�re4L-M"‘L"" FLG FLANGED RETROREFLECTIVE SHEETING. MJ MECHANICAL JOINT CABLE \! 4. ALL DELINEATORS, CHANNELIZERS AND OBJECT MARKERS SHALL BE OF FHWA TYPE VII SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY SUB-GRADE „lir RR COMCAST CABLE RETROREFLECTIVE SHEETING. MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE uv BC BEGINNING OF CURVE 1205 DUPONT ST. BASE COURSE 5. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARDS 303 (a) AND 303 CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, n Nom i EC END OF CURVE (b). CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. g ONTARIO, CA 9 176 1 m BCR BEGINNING OF CURB RETURN G. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS SHALL BE SLOV a AV 14100 R (909) 390-31 1 I n =" ECR END OF CURB RETURN REMOVED BY THE CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, 1 PROJECT 1 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ea, saa X REDWOOD7. ALL CONFLICTINNGGPL PROPERTY LINETK_2. 4" GRINDING OR DIRECTED BY THE COUNTY REPRESENTATIVE. SITE SIGNS SHALL BE REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, RAM RIGHT-OF-WAY STAKES 18" LONG X CF CURB FACE @ 4'-0" O.C. MAX. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY THE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY _ COUNTY REPRESENTATIVE. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE P1 CG CENTER-GRADE OF PIPE 8. ALL UNPROTECTED LOCATIONS RESULTING IN ISOLATED ABRUPT DEPRESSIONS OR ELEVATED CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE :cam DR MH MANHOLE OBJECTS (I.E. CATCH BASINS, HEADWALLS, POWER POLES, END TREATMENT OF ASPHALT DIKES ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH �_ WC GATE VALVE I4 REDWOOD HEADER AND CONCRETE CURBS) SHALL BE PROTECTED BY DELINEATORS OR BARRIERS PER THE CALIFORNIA THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM i a BSL BUILDING SETBACK LINE NTS MUTCD SEPT. 26, 200G. " ,N, Av s SAN ," "" 9. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.SANT - inn LINE AND CROSSWALK PAVEMENT MARKINGS) NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE REPLACED/RESTORED OF SAME KIND AND IN CONFORMANCE WITH CURRENT EDITION OF UNAUTHORIZED CHANGES AND USES apse THE CALIFORNIA MUTCD SEPT. 26, 200G AND THE SAN BERNARDINO COUNTY STANDARD 4 Av i PREPARED FOR: SPECIFICATIONS 307 THRU 307D (STRIPING). DAHLIA ST se AV I.' CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE JOE CONZONIRE O. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE o THROUGH) WITH TRAFFIC DIVISION PERSONNEL FOR APPROVAL OF TRAFFIC CONTROL DEVICES , 0 s DMAV A 2555 PELLISSIER PLACE PRIOR TO PROJECT ACCEPTANCE. PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE - / 1?, WHITTIER, CA 90601 APPROVED BY THE PREPARER OF THESE PLANS. ®'""^ �' PHONE: (562) 692-7244 rl Map©Rand McNally&company R.L.O8-S-17 FAX: (562) 692-8560 VICINITY MAP a Ila.3o.05 NNTS CHIEF, TRAFFIC DIVISION DATE BENCH MARK: PREPARED BY: Underground Service Alert - FIELD BOOK REF. TBM #2 PER CSFB 4015/1421 : ;EF OR .G CHISELED 0 ON WEST END OF CURB SOUTH SIDE OF SLOVER AVENUE ± 101' r • land planning ,,,o- Q_OF Essr 044 COUNTY O F SAN BERNARDINO STREET IMPROVEMENT PLANS W.O. N O. DEPARTMENT OF PUBLIC WORKS p EAST OF BANANA AVENUE. ELEVATION = 993.25' • civil engineering 397 I�c� Call: TOLL FREE DESIGNED BY DRAWN BY CHECKED BY ^/ 2 //� N 3 APPROVED BY: APN OL✓ V-O71 -22 ROAD N0. 200250 phone 909.748.7777 - - '�- -- �- JK ED MWT►Til I -800-227-2600 BASIS OF BEARINGS: fax 909.74e 7776 • - rnBASIS OF BEARINGS IS THE CENTERLINE OF CALABASH AVENUE BEING etAY ering & associates, inc. rip. I CIVIL * 10646 CALABASH AVENUE N 00°35'43" E. PER MB 149/I I-14. S�, P ASST. DIRECTOR OF PUBLIC WORKS DATE FILE NO. 105-106 345 S�'H street,suite'b'redlands,ca 92374 q REC MMENDED APPROVED BY: rF CAL,F� sites �'/ 111 g TITLE SHEET 2 TWO WORKING DAYS BEFORE YOU DIG -- DIRECTOR OF PUBLIC WORKS DATE SHEET OF elvn W. Thatcher, III R.C.E. 399G4 Exp. Dec 3 1 , 2009 MARK REVISIONS LAND DEVELOPMENT ENGINEER DATE 5320-1 I O/6/08 GOGO8R I