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%10%4'6+0) 1( 41#& 4'27$.+%1(6*'2*+.+22+0'5 &'2#46/'061(27$.+%914-5#0&*+)*9#;5 1((+%'1(6*'&+564+%6'0)+0''4 616+0)4';'556-#.+$1#-.#0 %10%4'6+0)1(41#& $4);6#$#;10$#0)##-.#0 56#6+10.+/+6(142%%2 5'%6+10+56# Ä56# 5'%6+10++56# Ä56# 5'%6+10++56# Ä56# 0'6.'0)6*O 6*+%-0'55O 9+&6*1(2%%2O %.#55+(+%#6+10.1%#.41#& PROJECT TITLE / LOCATION: SHEET CONTENTS: PREPARED BY: CHECKED BY: APPROVED BY: SET NO.: SHEET NO.: DEPARTMENT OF PUBLIC WORKS CONCRETING ROAD AND HIGHWAYS AS SHOWN 1 TOTING REYES ST. KALIBO , AKLAN MARK JOHN S. FERNANDEZ FRITZ Z. RUIZ LEO P. BIONAT 1 BRGY. TABAYON, BANGA, AKLAN 5 ENGINEER I CHIEF - PLANNING AND DESIGN SECTION ASST. DISTRICT ENGINEER GENERAL NOTES: TRANSVERSE CONTACT JOINT MINIMUM 4500 4500 DISTANCE S/3 FROM, WEAKENED PLANE TO BE PROVIDED AT THE END OF A DAY RUN AND WHERE DUNGON EAST BAKHAW LAYING OF CONCRETE HAS STOPPED CAMANGI 30 MIN. OR LONGER SUR 1. ALIGNMENT AND GRADES ARE SUBJECT TO ADJUSTMENT TO SUIT EXISTING FIELD CONDITIONS. DUMGA TU-GAS BATO 2. DISTANCE AND ELEVATION ALL IN METERS. DUNGON WEST 3. GRADES SHOWN ARE TOP OF FINISHED PAVEMENT. 2000 "B" 4. ALL WORKS SHALL COMPLY WITH THE STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES REVISED 2004 AND SPECIAL PROVISIONS "A" "A" MANTIGUIB COGON AND SUPPLEMENTAL SPECIFICATIONS PERTAINING TO THIS PROJECTS. PP[P'()250(' 5. APPROACHES AND ROAD CONNECTIONS SHALL BE CONSTRUCTED BY THE CONTRACTOR AT THE DIRECTION OF THE ENGINEER. 4000 STEEL BARS (TIE BARS) TIBIAO SPACED @ 0.75 m. O.C. CABATANGA 6. WATERING AND COMPACTION OF ALL EMBANKMENTS SHALL BE CONSIDERED AS SUBSIDIARY WORK PERTAINING TO OTHER ITEMS. THE MOBO KALANGKANG COST ON PERFORMANCE THEREOF SHALL BE CONSIDERED TO BE INCLUDED IN THE CONTRACT UNIT PRICE BID FOR OTHER ITEMS. "B" BUENAVISTA COGON ANDAGAO 2000 7. EXACT LOCATIONS AND INVERT. ELEV. OF ALL DRAINAGE STRUCTURES THAT MAYBE REQUIRED SHALL BE DETERMINED IN THE FIELD BY ALIPOTOS CAYANGWAN THE ENGINEER IN CHARGED. PP;P BOGASONGAN POOK 8. WHERE NO DETOURS ARE AVAILABLE TRAFFIC SHALL BE HANDLED IN ACCORDANCE WITH THE PROVISION OF ARTICLE 7.07 OF GENERAL PLAIN DOWEL BARS TINIGAO REQUIREMENTS AND COVENANTS. SPACED @ 0.30 m. O.C. BAGONG BARRIO AGLUCAY IBAO ESTANCIA 9. ARTICLE 4.07 OF THE GENERAL REQUIREMENTS IS HEREBY AMENDED AS FOLLOWS; THE REMOVAL OF BUILDING , HOUSES, UTILITY POLES, DETAIL PLAN SILAKAT NONOC BAGTO FENCES AND OTHER PUBLIC UTILITIES WILL NOT BE THE RESPONSIBILITY OF THE CONTRACTOR BUT WILL BE REMOVE BY THE D.P.W.H. SCALE: NTS MINA PRIOR TO THE CONSTRUCTION. AGCAWILAN TIGAYON PP;P 10. EXACT LOCATION OF PRIVATE ENTRANCES, SIDEWALKS, AND CENTER LINE OF SIDE STREETS SHALL BE DETERMINED IN THE FIELD BY THE PLAIN DOWEL BARS COGON ENGINEER IN-CHARGE. ENTRANCE AND DRIVEWAYS TO PRIVATE PROPERTIES SHALL BE PAVED WITH CONCRETE PAVEMENT AS THE CASE 6 mm SPACED @ 0.30 m. O.C. SAN-ROQUE LINABUAN NORTE MAYBE. 1 PRE MOLDED EXPNSION FILLER 4 D SAN DIMAS 11. THE CONTRACTOR SHALL KEEP THE ROAD UNDERGOING IMPROVEMENT CONTINUOUSLY IN A CONDITION SATISFACTORY TO THE LILO-AN S.C. BIGA-A 200 ENGINEER SUCH THAT TRAFFIC WILL BE ACCOMMODATED DURING THE ENTIRE CONTRACT PERIOD WITHOUT ANY INCONVENIENCE TO THE BANAYBANAY TRAVELING PUBLIC IN ACCORDANCE WITH ARTICLE 4.06 OF THE GENERAL REQUIREMENTS AND COVENANTS. THE CONTRACTOR SHALL BIGA-A BEAR ALL EXPENSES IN THE CONSTRUCTION IF NECESSARY AND MAINTAIN SUCH ROAD. LINABUAN SUR MALANDAYON 12. WHEN SHOWN IN THE PLANS OR AS DIRECTED BY THE ENGINEER, UNSUITABLE SUB-GRADE MATERIALS SHALL BE EXCAVATED BELOW THE COINCIDENT WITH PLANNED/CONSTRUCTION JOINT "A" MATAPHO GROUND SURFACE TO THE REQUIRED WIDTH/DEEP. TO THE AREA EXCAVATE SHALL BE BACKFILLED WITH APPROVED MATERIALS. NO SCALE 1:10 M. TAGPALAS MOGUINA EMBANKMENT MATERIALS SHALL BE PLACED UNTIL THE FOUNDATION IS STABLE. DANGCALAN 13. ON ALL CONST. OF PORTLAND CEMENT CONCRETE PAVEMENT SURFACE AND WHERE NO DETOUR IS AVAILABLE. IF POSSIBLE, TRAFFIC PP[P'()250(' SHALL BE MADE TO PASS OUTSIDE OF THE EMBANKMENT PRISM IN ORDER TO MINIMIZE THE EFFECT OF VIBRATION TO THE SETTING STEEL BARS (TIE BARS) MANHANIP CONCRETE. VEHICLE SHOULD BE REQUIRED TO TRAVEL AT VERY MUCH REDUCED SPEED. 6 mm SPACED @ 0.75 m. O.C. TABA-AO MANGAN 14. DESIGN WAS BASED ON DATE SUBMITTED BY THE SURVEY TEAM OF PLANNING AND DESIGN SECTION OF AKLAN ENGINEERING DISTRICT. 1 PRE MOLDED EXPANSION FILLER 4 D 200 9.20 9.40 G E N E R A L N O T E S LONGITUDINAL JOINT/CONSTRUCTION JOINT IN MIDDLE THIRD "B" SCALE 1:10 M. L O C A T I O N M A P DRAWN NOT TO SCALE 9.12 9.30 5.000 SUMMARY OF QUANTITIES 2.500 2.500 1.000 0.500 NAT. GROUND LINE 1.5% 1.5% 8.89 9.20 ITEM 311 (0.20 m. THK.) 9.13 ITEM 200 - (AGG. SUB-BASE COURSE) 8.94 THICKNESS = VARIES (0.15M. AVERAGE) TYPICAL CROSS SECTION BEG. OF SECTION I SCALE: 1:25 M.T.S STA. 0 + 000.00 BEG. OF PCCP END OF SECTION I BEG. OF SECTION II END OF SECTION II STA. 0 + 000.00 STA. 0 + 055.00 STA. 0 + 000.00 STA. 0 + 095.00 END OF PCCP END OF PCCP BEG. OF PCCP EXISTING PCCP 0 + 020 0 + 040 0 + 055 EXISTING PCCP 0 + 020 0 + 040 0 + 060 0 + 080 0 + 095 EXISTING PCCP SECTION I SECTION II BEG. OF SECTION III END OF SECTION II STA. 0 + 000.00 STA. 0 + 130.00 BEG. OF PCCP STA. 0 + 000.00 END OF PCCP EXISTING PCCP 0 + 020 0 + 040 0 + 060 0 + 080 0 + 100 0 + 120 0 + 130 SECTION III PROJECT TITLE / LOCATION: SHEET CONTENTS: PREPARED BY: CHECKED BY: APPROVED BY: SET NO.: SHEET NO.: GENERAL NOTES DETAIL PLAN DEPARTMENT OF PUBLIC WORKS CONCRETING OF ROAD LOCATION MAP AND HIGHWAYS TYPICAL CROSS SECTION 2 TOTING REYES ST. KALIBO , AKLAN DETAIL CROSS SECTION MARK JOHN S. FERNANDEZ FRITZ Z. RUIZ LEO P. BIONAT 1 BRGY. TABAYON, BANGA, AKLAN SUMMARY OF QUANTITIES 5 ENGINEER I CHIEF - PLANNING AND DESIGN SECTION ASST. DISTRICT ENGINEER BEG. OF SECTION I STA. 0 + 000.00 BEG. OF PCCP END OF SECTION I BEG. OF SECTION II END OF SECTION II STA. 0 + 000.00 STA. 0 + 055.00 STA. 0 + 000.00 STA. 0 + 095.00 END OF PCCP END OF PCCP BEG. OF PCCP EXISTING PCCP 0 + 020 0 + 040 0 + 055 EXISTING PCCP 0 + 020 0 + 040 0 + 060 0 + 080 0 + 095 EXISTING PCCP SECTION I SECTION II BEG. OF SECTION III END OF SECTION II STA. 0 + 000.00 STA. 0 + 130.00 BEG. OF PCCP STA. 0 + 000.00 END OF PCCP EXISTING PCCP 0 + 020 0 + 040 0 + 060 0 + 080 0 + 100 0 + 120 0 + 130 SECTION III STRAIGHT LINE DIAGRAM DRAWN NOT TO SCALE BEG. OF SECTION I END OF SECTION I STA. 0 + 000.00 STA. 0 + 055.00 15.00 END OF SEC. II STA. 0 + 095 EXCISTING PCCP BEG. OF SEC. III END OF SEC. III WIDTH = 4.00 M STA. 0 + 000.00 STA. 0 + 130.00 BEG. OF SEC. II STA. 0 + 000.00 10.00 0.79 ELEVATION ELEVATION EXCISTING PCCP WIDTH = 4.00 M EXCISTING PCCP PROFILE WIDTH = 4.00 M 5.00 HOR. 1:1000 MTS. VERT. 1:100 MTS. STATION 000+000 000+100 000+000 000+100 000+000 000+100 000+200 FINISHED GRADE ELEVATION 8.37 8.36 9.40 9.30 8.33 8.36 9.20 9.13 9.78 9.79 9.79 9.80 9.79 9.80 9.80 9.80 8.32 8.35 NATURAL GRADE ELEVATION 8.16 8.15 9.20 9.12 8.15 8.89 8.94 8.24 8.24 8.31 9.64 9.63 9.65 9.60 9.63 9.65 9.64 9.64 PROJECT TITLE / LOCATION: SHEET CONTENTS: PREPARED BY: CHECKED BY: APPROVED BY: SET NO.: SHEET NO.: DEPARTMENT OF PUBLIC WORKS CONCRETING OF ROAD PROFILE AND HIGHWAYS STRAIGHT LINE DIAGRAM 3 TOTING REYES ST. KALIBO , AKLAN MARK JOHN S. FERNANDEZ FRITZ Z. RUIZ LEO P. BIONAT 1 BRGY. TABAYON, BANGA, AKLAN 5 ENGINEER I CHIEF - PLANNING AND DESIGN SECTION ASST. DISTRICT ENGINEER 10m 10m 10m 12m 12m 12m N.G. = 8.89 F.G. =9.20 9m 9m N.G. = 8.15 9m N.G. = 8.24 11m 11m 11m F.G. =8.36 F.G. =8.32 N.G. = 9.63 N.G. = 9.64 8m 8m 8m 10m F.G. =9.79 10m F.G. =9.80 10m 7m STA 0 + 040.00 7m STA 0 + 020.00 7m STA 0 + 060.00 9m STA 0 + 020.00 9m STA 0 + 080.00 E L E V A T I O N E L E V A T I O N E L E V A T I O N E L E V A T I O N E L E V A T I O N E L E V A T I O N 6m 6m 6m 8m 8m -5m -4m -3m -2m -1m 0 1m 2m 3m 4m 5m -5m -4m -3m -2m -1m 0 1m 2m 3m 4m 5m -5m -4m -3m -2m -1m 0 1m 2m 3m 4m 5m -5m -4m -3m -2m -1m 0 1m 2m 3m 4m 5m -5m -4m -3m -2m -1m 0 1m 2m 3m 4m 5m 10m 10m 10m 12m 12m 12m N.G.
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