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Home My WebLink About5187-1STREET IMPROVEMENT PLAN STREET '""TI°"O"L"E ` ' '�` '�$ SULTANA AVENUE I. ALL IMPROVEMENTS SHALL BE COMPLETED IN ACCORDANCE WITH THIS PLAN AND COMPLY WITH THE LATEST SAN BERNARDINO COUNTY ROAD PLANNING AND DESIGN STANDARDS MANUAL AS WELL AS THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 2. BENCH MARK DATA: SAN BERNARDINO F.B. 4015 PAGE 982 BENCHMARK 7-15 (00510) DESCRIBED AS FOLLOWS: FD. GOOD COND. ® S.P.R.R. & FOOTHILL BLVD. PER QUAD 341172. ELEVATION = 1286.018' (NGVD '29) 3. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303, 304A AND 303B SHALL BE 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 SPECIFICATIONS. 5. A PERMIT WILL BE REQUIRED FROM THE COUNTY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE COUNTY OF SAN BERNARDINO EASEMENT OR RIGHTS-OF-WAY. 6. LEAVE 8" X 8" BLOCKOUTS IN SIDEWALKS FOR MAILBOXES, ETC. WHEN SIDEWALK IS PLACED ADJACENT TO CURB. 7. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 8. AT COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTIONS SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS, TRANSPORTATION OPERATIONS DIVISION, PERMIT SECTION, FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING THE LOCATION OF THE SAMPLING, A TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST 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 STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. 9. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS, TRANSPORTATION OPERATIONS DIVISION, PERMIT SECTION FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 10. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT, TRANSPORTATION OPERATIONS DIVISION, PERMIT SECTION, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: A. R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES B. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING II. THE WATER MAINS AND THE GAS MAINS SHALL BE PLACED UNDERGROUND PRIOR TO PAVING CONSTRUCTION. THE SERVICE LATERALS FOR THE WATER SYSTEM SHALL BE INSTALLED AT A LATER DATE. WHERE IT IS NECESSARY TO CROSS PAVEMENT, SERVICE LATERALS SHALL BE BORED IN TO PLACE. 12. FILL AND GRADE TO DRAIN ALL LOW AREAS ABUTTING TRACT ROADS TO A MINIMUM OF 1% GRADES. 13. ALL LATERAL CUTS INTO COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.5' OF GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED TO 95%. 14. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 15. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 16. DEPARTMENT OF PUBLIC WORKS APPROVAL DOES NOT INCLUDE WATER SEWER SYSTEM OR ESTIMATE OF QUANTITIES, 17. A PERMIT SHALL BE OBTAINED FROM THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY CONSTRUCTION ON THIS PROJECT, THAT FALLS WITHIN SAN BERNARDINO COUNTY, ROAD RIGHT-OF-WAY. 18. EXPANSIVE SOILS: IN EXPANSIVE SOIL AREAS, THE SUBGRADE UNDER CURBS, GUTTERS, SIDEWALK AND DRIVEWAY APPROACHES SHALL BE SCARIFIED TO THE DEPTH OF AT LEAST EIGHT (8) INCHES AND MOISTURE SHALL BE APPLIED TO MAINTAIN FREE WATER ON THE SURFACE FOR AT LEAST 24 HOURS PRIOR TO PLACING CONCRETE AND THE SUBGRADE SHALL THEN BE PREPARED WITHOUT COMPACTION EFFORT. 19. CURB & GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A MINIMUM OF PONDING OCCURS; SECTIONS HAVING GRADIENTS OF 0.5% OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 6' WIDE OR MORE THAN 4' LONG SHALL BE SAW -CUT AND REMOVED IN LENGTHS NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. 20. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 21. ALL 0.40% OR LESS CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS AND FORMS CERTIFIED BY THE ENGINEER BEFORE POURING CONCRETE. 22. EXISTING COUNTY ROADS THAT WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. 23. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE PLAN FOR APPROVAL BY THE COUNTY OF SAN BERNARDINO. 24. SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF AN INTERSECTION, IT MUST BE MAINTAINED IN PLACE NEXT TO THE EXISTING PAVEMENT UNTIL SUCH TIME AS THE WIDENED ROADWAY IS OPEN FOR TRAFFIC. AT THAT TIME, IT WILL BE RELOCATED THREE (3) FEET BEHIND THE NEW CURB IN THE VICINITY OF THE BEGINNING OF THE CURB RETURN OR AS OTHERWISE DIRECTED BY THE ENGINEER. APN: 0232-051-11,12,26,27& 36 15 F OTHILL BLVD V_ U CONSTRUCTION NOTES QUANTITYA w v 1O SAW -CUT AND REMOVE EXISTING AC PAVEMENT. 11,615 SF PROP -SffEru CF R/W ESMT ¢ MERRILL AVE 2O SAWCUT AND REMOVE EXISTING P.C.C. CURB ANDUTTER FROM EXISTING JOINT 167 LF = J LINE TO EXISTING JOINT LINE (NO MID -SPAN CUTS 12'w RANDALL AVE P 3O REMOVE OR RELOCATE EXISTING SIGN (PER SIGNING AND STRIPING PLAN) 9 EA w 4OCO REMOVE EXISTING CHAIN LINK FENCE. 265 LF 5 1 f 8 4 SAN BERNARDINO AVE Q O REMOVE EXISTING TREE. 24 EA o 16 Y R=VARIES sO REMOVE EXISTING GUARD POST(S). 4 sLo.1/4' PER 4L t' -LEVEL LINE_ 10 1* CF. O EXISTING POWER POLE (TO BE UNDERGROUND BY OTHERS). 9 EA O EXISTING GUY ANCHOR FOR POWER POLE (TO BE REMOVED BY OTHERS). 2 EA 14 13 O PROPOSED STREET LIGHT (SEE STREET UGHT PLANS). 6 EA SECTION A -A- t0 CONSTRUCT 8" CURB & GUTTER PER SAN BERNARDINO COUNTY ROAD DEPARTMENT VICINITY MAP STANDARD PLAN 115 (MATCH EXISTING CURB). 623 LF STA. 20+92,%9 TO STA, 22+42719 11 REMOVE EXISTING A.C. BERM. 267 LF NOT TO SCALE N.T.S. 12 CONSTRUCT SIDEWALK PER SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT PROP STANDARD DRAWING NO. 109 TYPE "C". 5,501 SF CF R/W ESMT 13 CONSTRUCT (MODIFIED) COMMERCIAL DRIVEWAY PER SAN BERNARDINO COUNTYI WARP SIDEWALK WARP SIDEWALK TRANS. DEPARTMENT STANDARD DRAWING NO. 1298, SEE DETAIL ON SHEET 1. 3,736 SF 12' TO MATCH TOP OF A TO MATCH TOP OF 14 SAWCUT & REMOVE 1.00' OF EXISTING A.C. PAVEMENT FOR PROP. CONCRETE FORM CURB AND G.B. LINES w CURB AND G.B. LINES WORK. AFTER FORM REMOVAL REPAVE WITH FULL DEPTH (PLUS 1") A.C. PAVEMENT. 841 SF 8 4 15 CONSTRUCT _" AC OVER _" BASE PAVEMENT SECTION (SEE GENERAL NOTE NO. 8.) 14,036 SF (LEVEL z o CF o' CF mZ 16 GRIND & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH .17' (WIDTH PER PLAN). 2,442 SF 15 SLOPE 1/4- PER Fr. I -LEVEL UNE _ _ _ N+�?? p��' .� .N O17 CONSTRUCT 8" A.C. DIKE PER SAN BERNARDINO COUNTY ROAD DEPARTMENT 2% 1" CF 8� 2 TYP 31 LF o'• GF O' CF - STANDARD PLAN 117.Mw- ;FLaW N A '� P.11sr• OR pRop. 18 REMOVE EXISTING WATER SERVICE COMPLETE. g Eq 13 PER P ° &p � . P.C.C. SIDEWALK us 19 EXISTING WATER LINE (PROTECT -IN-PLACE). _ 20 ADJUST EXISTING WATER VALVE TO GRADE. 6 EA SECTION A-A� Z sawcur ac JOIN Z 21 ADJUST EXISTING TRAFFIC PULLBOX TO GRADE. 1 EA CF `STA. 31+98"38 TO STA. 33+48.38 a• cF o a m Z A LIP m N � o o " NOT TO SCALE x N w a w N N a 22 REMOVE EXISTING TRANSFORMER COMPLETE. 1 EA 23 REMOVE EXISTING TRAFFIC PADDLE. 5 EA PAVEMENT LEQEND o 24 REMOVE EXISTING MAILBOX. 3 EA - REMOVE EXISTING A.C. PAVEMENT SULTANA AVENUE 25 REMOVE EXISTING DRIVEWAY COMPLETE. 4410 SF 26 EXISTING TELEPHONE PEDESTAL TO BE REMOVED (BY OTHERS). 2 EA -CONSTRUCT NEW ASPHALT PAVEMENT 0 MODIFIED DRIVEWAY APPROACH 27 ADJUST MANHOLE TO GRADE. 1 EA - CONSTRUCT NEW AGGREGATE BASE COUNTY 1 STD• NO. 129B 1 3 28 CONSTRUCT CURB OUTLET STRUCTURE PER SAN BERNARDINO COUNTY ROAD 4 EA NOT To Tc DEPARTMENT STANDARD 210 (SIZE, TYPE & ANGLE PER PLAN). O - CONSTRUCT NEW 6" PCC PAVEMENT LE 29 EXISTING FIRE HYDRANT (PROTECT -IN-PLACE). 2 EA OCONSTRUCT NEW PCC SIDEWALK I 30 EXISTING SIGN (PROTECT -IN-PLACE PER SIGNING AND STRIPING PLAN) 2 EA 31 PROPOSED STORM DRAIN AND PARKWAY CULVERT (PER SEPARATE PLAN). - 32 PROPOSED SIGN LOCATION (TO BE VERIFIED PER SIGNING AND STRIPING PLAN) 12 EA EXIST. EXIST. EXIST. PROP. W'LY R/W C/L E LY R E'LY R/W 8' 17' 22' 8' EXIST. R/W PROP. EXIST. EXIST. EXIST. PROP, PROP. W'LY R/WW LY R W C/L ELY R E -LY R/W W'LY R/W 8 22' 22' 8' 8r 5'1 25' TO 25' TO 1 51 5'_ 6' EXIST. R/W EXIST. R/W EXIST. EXIST. EXIST. PROP. W LY R C/L E LY R W E'LY R/W 22' VARIES 22' TO 24' 1 8' 25' TO 25' TO 11 VARIES EXIST. R/W EXIST. R/W 1 16. 5 TO i PROP. EXIST. EXIST. EXIST. PROP. W'LY R/W W LY R C/L ELY R E -LY R/W 8 22' 24' 8' 5' 25' TO 25' TO 7' 6• EXIST. R/W EXIST. R/W 6' 1 1.50' v 1.50' 15 1.50'vI I v yI 1 ' .50 1, I 150' 15 1,50 v5 RL F 1R=1.5 R=2.0% 10 12 12 10 10 12 12 10 10 12 12 10 10 R= -RATE OF GRADE B.C.R. -BEGINNING OF CURVE E.C.R. -END OF CURVE L.P. -LOW POINT TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION S.W. -STEM WALL STA. 31+98.38 TO STA. 32+97.36 STA. 33+63.55 TO STA. 33+88.65 STA. 33+88.65 TO STA. 34+08.55 STA. 34+08.55 TO STA. 35+33.80 T.O.P. -TOP OF PIPE B.O.P. -BOTTOM OF PIPE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE R -RATE OF GRADE T.F. -TOP OF FOOTING T.W. -TOP OF WALL C.M.B. -CRUSHED MISC. BASE S.F. SQUARE FEET (0.00) -EXISTING ELEVATION B.O.W. BOTTOM OF WALL T.G. -TOP OF GRATE N.G. -NATURAL GRADE TOP -TOP OF SLOPE TOE -TOE OF SLOPE E.P. -EDGE OF PAVEMENT NOTE: BOARD OF SUPERVISORS RESOLUTION APPROVAL REQUIRED PRIOR TO C.L.F.-CHAIN LI KO FENCE INSTALLATION/REMOVAL OF TRAFFIC CONTROL DEVICES- CONC. -CONCRETE PKWY DRAIN -PARKWAY DRAIN THIS PROJECT INCLUDES INSTALLATION AND REMOVAL OF NO PARKING SIGNS, REMOVAL OF RESTRICTION FOR VEHICLES OVER 14,000 POUNDS GROSS H.C. -HANDICAP WEIGHT FROM ENTERING SULTANA AVE AT FOOTHILL BLVD AND REQUIRES APPROVAL BY RESOLUTION(S) FROM THE COUNTY OF SAN BERNARDINO BOAR EXIST. -EXISTING SHEET INDEX OF SUPERVISORS PRIOR TO INSTALLATION OR REMOVAL. THE CONTRACTOR/APPLICANT SHALL NOTIFY TRAFFIC DIVISION AT 909-387-8186 AT THE TIME TRANS PAD -TRANSFORMER PAD ROAD ENCROACHMENT PERMIT IS APPLIED FOR IN ORDER TO PROCESS APPROPRIATE RESOLUTION(S). PLEASE ALLOW A MINIMUM OF 8 WEEKS IN BLDG -BUILDING SHEET I: TITLE SHEET ORDER TO OBTAIN APPROVAL OF REQUIRED RESOLUTIONS FROM THE BOARD OF SUPERVISORS. THE APPROVAL OF ANY REQUIRED BOARD M.H. MANHOLE SHEET 2: PLAN AND PROFILE STA. 19+00 TO 28+00 RESOLUnON(S) MAY PREVENT APPLICANT FROM OBTAINING OCCUPANCY. T.B. -TOP OF BERM SHEET 3: PLAN AND PROFILE STA. 28+00 TO 36+35 Underground Service Alert BENCHMARK PREPARED BY: MARK REVISIONS APPR DATE p(tOFESS/q1,q COUNTY OF SAN BERNARDINO TITLE SHEET ROAD No. F°vE y� SAN BERNARD/NO F.B. 4015 PAGE 982 O ��`��pRD ST�F DEPARTMENT OF PUBLIC WORKS 776100 0 7-15 (00510) ThieneS En�iClee�ing, Inc. F� y Q Call: TOLL FREE ELEVATION: 1286.018' Q CIVIL ENGINEERING •LAND SURVEYING " r' �" � RECOMMENDED BY: FILE No. � � � z 1 DESCRIBED AS FOLLOWS: FD. GOOD COND. ® S.P.R.R. & FOOTHILL BLVD. 14349 FIRESTONE L70ULEVARD * R.C.E. NO. 56155r k �11� �� 14 SULTANA AVEN U E 1-800-227-2600 PER QUAD 341172. Q LA MIRADA, CA ORNIA 90638 MOHAMMAD SIDDIQUI DATE ' 081-084 H. -48 1 (714)521-4173 JSP• 12-31-14 \Q ENGINEER, TRAFFIC DIVISION APN: 0232-051-11,12,26,27&36 /o zz-ly 9TF �Iv�� o�� qA] 11/ /I COUNTYOF TWO WORKING DAYS BEFORE YOU DIG ELEVATION = 1286.018' (NGI�O 29) R HARD STENZEL R.C. 56155 EXP. 12%31/14 DATE OFC A0� MOHAMMAD QURESHI SAMEH BASTA D SAN BERNARDINOSHEET 1 OF 3 TRAFFIC DIVISION CHIEFLAND DEVELOPMENT MANAGER 5187-1 12 -PROPERTY LINE R/W -RIGHT OF WAY PWATE ENCdINEER'S NOTE TO CONTRACTOR q -CENTERLINE ARCH. -ARCHITECTURAL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, T.C. -TOP OF CURB OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE F.L. -FLOW LINE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING F.S. FINISH SURFACE UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED T.S. -TOP OF CONCRETE SLAB TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON H.P. -HIGH POINT THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND F.F. FINISH FLOOR RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE DRAWINGS. R.D. -ROOF DRAIN R.C.P. REINFORCED CONCRETE PIPE CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY INV. -INVERT FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, S = -SLOPE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL F.G. -FINISH GRADE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT S.D. -STORM DRAIN THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN T. R. -TOP OF RAIL BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, ST.LT. -STREET LIGHT REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, G.B. -GRADE BREAK EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE H -HEIGHT OF RETAINING ENGINEER. C.F. -CURB FACE B.W. -BACK OF WALK L.S. LANDSCAPING A.B. AGGREGATE BASE P.V.C. -POLYVINYLCHLORIDE C.I.P. -CAST IRON PIPE F.H. -FIRE HYDRANT P.P. -POWER POLE C.B. -CATCH BASIN APN: 0232-051-11,12,26,27& 36 15 F OTHILL BLVD V_ U CONSTRUCTION NOTES QUANTITYA w v 1O SAW -CUT AND REMOVE EXISTING AC PAVEMENT. 11,615 SF PROP -SffEru CF R/W ESMT ¢ MERRILL AVE 2O SAWCUT AND REMOVE EXISTING P.C.C. CURB ANDUTTER FROM EXISTING JOINT 167 LF = J LINE TO EXISTING JOINT LINE (NO MID -SPAN CUTS 12'w RANDALL AVE P 3O REMOVE OR RELOCATE EXISTING SIGN (PER SIGNING AND STRIPING PLAN) 9 EA w 4OCO REMOVE EXISTING CHAIN LINK FENCE. 265 LF 5 1 f 8 4 SAN BERNARDINO AVE Q O REMOVE EXISTING TREE. 24 EA o 16 Y R=VARIES sO REMOVE EXISTING GUARD POST(S). 4 sLo.1/4' PER 4L t' -LEVEL LINE_ 10 1* CF. O EXISTING POWER POLE (TO BE UNDERGROUND BY OTHERS). 9 EA O EXISTING GUY ANCHOR FOR POWER POLE (TO BE REMOVED BY OTHERS). 2 EA 14 13 O PROPOSED STREET LIGHT (SEE STREET UGHT PLANS). 6 EA SECTION A -A- t0 CONSTRUCT 8" CURB & GUTTER PER SAN BERNARDINO COUNTY ROAD DEPARTMENT VICINITY MAP STANDARD PLAN 115 (MATCH EXISTING CURB). 623 LF STA. 20+92,%9 TO STA, 22+42719 11 REMOVE EXISTING A.C. BERM. 267 LF NOT TO SCALE N.T.S. 12 CONSTRUCT SIDEWALK PER SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT PROP STANDARD DRAWING NO. 109 TYPE "C". 5,501 SF CF R/W ESMT 13 CONSTRUCT (MODIFIED) COMMERCIAL DRIVEWAY PER SAN BERNARDINO COUNTYI WARP SIDEWALK WARP SIDEWALK TRANS. DEPARTMENT STANDARD DRAWING NO. 1298, SEE DETAIL ON SHEET 1. 3,736 SF 12' TO MATCH TOP OF A TO MATCH TOP OF 14 SAWCUT & REMOVE 1.00' OF EXISTING A.C. PAVEMENT FOR PROP. CONCRETE FORM CURB AND G.B. LINES w CURB AND G.B. LINES WORK. AFTER FORM REMOVAL REPAVE WITH FULL DEPTH (PLUS 1") A.C. PAVEMENT. 841 SF 8 4 15 CONSTRUCT _" AC OVER _" BASE PAVEMENT SECTION (SEE GENERAL NOTE NO. 8.) 14,036 SF (LEVEL z o CF o' CF mZ 16 GRIND & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH .17' (WIDTH PER PLAN). 2,442 SF 15 SLOPE 1/4- PER Fr. I -LEVEL UNE _ _ _ N+�?? p��' .� .N O17 CONSTRUCT 8" A.C. DIKE PER SAN BERNARDINO COUNTY ROAD DEPARTMENT 2% 1" CF 8� 2 TYP 31 LF o'• GF O' CF - STANDARD PLAN 117.Mw- ;FLaW N A '� P.11sr• OR pRop. 18 REMOVE EXISTING WATER SERVICE COMPLETE. g Eq 13 PER P ° &p � . P.C.C. SIDEWALK us 19 EXISTING WATER LINE (PROTECT -IN-PLACE). _ 20 ADJUST EXISTING WATER VALVE TO GRADE. 6 EA SECTION A-A� Z sawcur ac JOIN Z 21 ADJUST EXISTING TRAFFIC PULLBOX TO GRADE. 1 EA CF `STA. 31+98"38 TO STA. 33+48.38 a• cF o a m Z A LIP m N � o o " NOT TO SCALE x N w a w N N a 22 REMOVE EXISTING TRANSFORMER COMPLETE. 1 EA 23 REMOVE EXISTING TRAFFIC PADDLE. 5 EA PAVEMENT LEQEND o 24 REMOVE EXISTING MAILBOX. 3 EA - REMOVE EXISTING A.C. PAVEMENT SULTANA AVENUE 25 REMOVE EXISTING DRIVEWAY COMPLETE. 4410 SF 26 EXISTING TELEPHONE PEDESTAL TO BE REMOVED (BY OTHERS). 2 EA -CONSTRUCT NEW ASPHALT PAVEMENT 0 MODIFIED DRIVEWAY APPROACH 27 ADJUST MANHOLE TO GRADE. 1 EA - CONSTRUCT NEW AGGREGATE BASE COUNTY 1 STD• NO. 129B 1 3 28 CONSTRUCT CURB OUTLET STRUCTURE PER SAN BERNARDINO COUNTY ROAD 4 EA NOT To Tc DEPARTMENT STANDARD 210 (SIZE, TYPE & ANGLE PER PLAN). O - CONSTRUCT NEW 6" PCC PAVEMENT LE 29 EXISTING FIRE HYDRANT (PROTECT -IN-PLACE). 2 EA OCONSTRUCT NEW PCC SIDEWALK I 30 EXISTING SIGN (PROTECT -IN-PLACE PER SIGNING AND STRIPING PLAN) 2 EA 31 PROPOSED STORM DRAIN AND PARKWAY CULVERT (PER SEPARATE PLAN). - 32 PROPOSED SIGN LOCATION (TO BE VERIFIED PER SIGNING AND STRIPING PLAN) 12 EA EXIST. EXIST. EXIST. PROP. W'LY R/W C/L E LY R E'LY R/W 8' 17' 22' 8' EXIST. R/W PROP. EXIST. EXIST. EXIST. PROP, PROP. W'LY R/WW LY R W C/L ELY R E -LY R/W W'LY R/W 8 22' 22' 8' 8r 5'1 25' TO 25' TO 1 51 5'_ 6' EXIST. R/W EXIST. R/W EXIST. EXIST. EXIST. PROP. W LY R C/L E LY R W E'LY R/W 22' VARIES 22' TO 24' 1 8' 25' TO 25' TO 11 VARIES EXIST. R/W EXIST. R/W 1 16. 5 TO i PROP. EXIST. EXIST. EXIST. PROP. W'LY R/W W LY R C/L ELY R E -LY R/W 8 22' 24' 8' 5' 25' TO 25' TO 7' 6• EXIST. R/W EXIST. R/W 6' 1 1.50' v 1.50' 15 1.50'vI I v yI 1 ' .50 1, I 150' 15 1,50 v5 RL F 1R=1.5 R=2.0% 10 12 12 10 10 12 12 10 10 12 12 10 10 R= -RATE OF GRADE B.C.R. -BEGINNING OF CURVE E.C.R. -END OF CURVE L.P. -LOW POINT TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION S.W. -STEM WALL STA. 31+98.38 TO STA. 32+97.36 STA. 33+63.55 TO STA. 33+88.65 STA. 33+88.65 TO STA. 34+08.55 STA. 34+08.55 TO STA. 35+33.80 T.O.P. -TOP OF PIPE B.O.P. -BOTTOM OF PIPE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE R -RATE OF GRADE T.F. -TOP OF FOOTING T.W. -TOP OF WALL C.M.B. -CRUSHED MISC. BASE S.F. SQUARE FEET (0.00) -EXISTING ELEVATION B.O.W. BOTTOM OF WALL T.G. -TOP OF GRATE N.G. -NATURAL GRADE TOP -TOP OF SLOPE TOE -TOE OF SLOPE E.P. -EDGE OF PAVEMENT NOTE: BOARD OF SUPERVISORS RESOLUTION APPROVAL REQUIRED PRIOR TO C.L.F.-CHAIN LI KO FENCE INSTALLATION/REMOVAL OF TRAFFIC CONTROL DEVICES- CONC. -CONCRETE PKWY DRAIN -PARKWAY DRAIN THIS PROJECT INCLUDES INSTALLATION AND REMOVAL OF NO PARKING SIGNS, REMOVAL OF RESTRICTION FOR VEHICLES OVER 14,000 POUNDS GROSS H.C. -HANDICAP WEIGHT FROM ENTERING SULTANA AVE AT FOOTHILL BLVD AND REQUIRES APPROVAL BY RESOLUTION(S) FROM THE COUNTY OF SAN BERNARDINO BOAR EXIST. -EXISTING SHEET INDEX OF SUPERVISORS PRIOR TO INSTALLATION OR REMOVAL. THE CONTRACTOR/APPLICANT SHALL NOTIFY TRAFFIC DIVISION AT 909-387-8186 AT THE TIME TRANS PAD -TRANSFORMER PAD ROAD ENCROACHMENT PERMIT IS APPLIED FOR IN ORDER TO PROCESS APPROPRIATE RESOLUTION(S). PLEASE ALLOW A MINIMUM OF 8 WEEKS IN BLDG -BUILDING SHEET I: TITLE SHEET ORDER TO OBTAIN APPROVAL OF REQUIRED RESOLUTIONS FROM THE BOARD OF SUPERVISORS. THE APPROVAL OF ANY REQUIRED BOARD M.H. MANHOLE SHEET 2: PLAN AND PROFILE STA. 19+00 TO 28+00 RESOLUnON(S) MAY PREVENT APPLICANT FROM OBTAINING OCCUPANCY. T.B. -TOP OF BERM SHEET 3: PLAN AND PROFILE STA. 28+00 TO 36+35 Underground Service Alert BENCHMARK PREPARED BY: MARK REVISIONS APPR DATE p(tOFESS/q1,q COUNTY OF SAN BERNARDINO TITLE SHEET ROAD No. F°vE y� SAN BERNARD/NO F.B. 4015 PAGE 982 O ��`��pRD ST�F DEPARTMENT OF PUBLIC WORKS 776100 0 7-15 (00510) ThieneS En�iClee�ing, Inc. F� y Q Call: TOLL FREE ELEVATION: 1286.018' Q CIVIL ENGINEERING •LAND SURVEYING " r' �" � RECOMMENDED BY: FILE No. � � � z 1 DESCRIBED AS FOLLOWS: FD. GOOD COND. ® S.P.R.R. & FOOTHILL BLVD. 14349 FIRESTONE L70ULEVARD * R.C.E. NO. 56155r k �11� �� 14 SULTANA AVEN U E 1-800-227-2600 PER QUAD 341172. Q LA MIRADA, CA ORNIA 90638 MOHAMMAD SIDDIQUI DATE ' 081-084 H. -48 1 (714)521-4173 JSP• 12-31-14 \Q ENGINEER, TRAFFIC DIVISION APN: 0232-051-11,12,26,27&36 /o zz-ly 9TF �Iv�� o�� qA] 11/ /I COUNTYOF TWO WORKING DAYS BEFORE YOU DIG ELEVATION = 1286.018' (NGI�O 29) R HARD STENZEL R.C. 56155 EXP. 12%31/14 DATE OFC A0� MOHAMMAD QURESHI SAMEH BASTA D SAN BERNARDINOSHEET 1 OF 3 TRAFFIC DIVISION CHIEFLAND DEVELOPMENT MANAGER 5187-1