Asset Preservation-Rehabilitation/ Reconstruction/Upgrading of Damaged Paved Roads-Secondary Roads, G

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS NATIONAL CAPITAL REGION 2nd STREET PORT AREA, MANILA

ASSET PRESERVATION-REHABILITATION/ RECONSTRUCTION/UPGRADING OF DAMAGED PAVED ROADS-SECONDARY ROADS, G. ARANETA AVE.,(SO5617LZ) K0009 + -2026 - K0009 + 689

SUBMITTED BY : RECOMMENDED: APPROVED:

CHIEF, PLANNING AND DESIGN DIVISION ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR DATE: DATE: DATE: NAVOTAS THIS SITE

MALABON

KALOOKAN CITY

VALENZUELA CITY

/$63,f$6&,7< TOPOGRAPHIC MAP RECONSTRUCTION/UPGRADING OF DAMAGED ASSET PRESERVATION-REHABILITATION/ PAVED ROADS-SECONDARY ROADS, N O T

3$5$f$48(&,7< G. ARANETA AVE.,(SO5617LZ) K0009+-2026 - K0009+689

MUNTINLUPA CITY

MANDALUYONG CITY T O

MAKATI CITY

SAN JUAN

KALOOKAN CITY

QUEZON CITY S C A L E

TAGUIG

PASIG CITY

LA MESA DAM

MARIKINA CITY TOPOGRAPHIC MAP LOCATION PLAN VICINITY MAP

STO. DOMINGO

MOTHER IGNACIA AVE PANAY AVE

BIAK NAMARIA BATO CLARA SCOUT CHUATOCO

LIBERATO R. MERCADO SCOUT CHUATOCO GREGORIO ARANETA AVENUE CESAR B. MAGNO

SOUTH A A

ENGINEER III ENGINEER II ESTERO DE VITAS DE ESTERO

HYACINTH ROTC HUNTERS ELSA AVENUE ROTC HUNTERS BEG. OF PROJECT JASMIN

TUAYAN NAZARAGA AGNO EXTENTION

LILAC THIS SITE ESTERO DE LA RAINA LA DE ESTERO

PASONARIA

QUEZON AVENUE BINONLO

DE ESTERO

K0009+-2026

TAYUMAN NARCISSUS TAYUMAN

ESTERO DE MAGDALENA

GUMAMELA RIVER SIDE

GUMAMELA ESTERO DE SAN LAZARO

PASIG KALIBAYA RIVER

RIVER SIDE

TAYUMAN PADRE BURGOS PADRE %(1(',&72$0$5,f$6

CIELITO C. PURISIMA LUBLUBAN RIZAL AVENUE BLUMENTRITT

STA. IGNACIANA AYALA BOULEVARD

ENGINEER III AMPIRO ENGINEER II

CARLOS PALANCA SR. PALANCA CARLOS ESTERO AVENUE RECTO M. CLARO PROVISOR

NICANOR PADILLA NICANOR P. CASAL EXT. (63$f$ GREGORIO ARANETA AVENUEAVENUE DIMASALANG MAKILING PASIG KABIGNAYAN RIVER LEGARDA MARIA CLARA (LAONG LAAN) SIMOUN

CALAMBA

MENDIOLA LEGARDA MACEDA M. ANTONIO

J. FIGUERAS (BUSTILLOS)

M. EARNSHAW N. S. AMORANTO SR. AVENUE MAYON AVENUE MAYON DR. J.P. LAUREL

(63$f$ NICANOR ROXASBLUMENTRITT

ESTERO DE SAN MIGUEL SAN DE ESTERO EULOGIO RODRIGUEZ SR. AVENUE AVENUE MAYON

CHIEF, PLANNING & DESIGN DIVISION DR. JOSE P. LAUREL TUAZON D.

PAZ MENDOZA GUANZON

MAYON AVENUE MAYON LOCATION PLAN TUAZON D. NOT N. S. AMORANTO SR. AVENUE

LYDIA G. CHUA SAN JUAN RIVER (63$f$ NOT AVENUE QUIRINO PRES.

SAN JUAN RIVER VICINITY MAP

BANAWE

JACINTO

JESUS

D.TUAZON

BALABAC BITUAN LAURA LAURA

STO. DOMINGO STO. GUIRAYAN BATO NA BIAK RAMON MAGSAYSAY BOULEVARD

MARIA CLARA TO

TO QUEZON AVENUE

LUNTAN

BAYANI MESA STA. OLD BAYANI

PASIG RIVER SCALE

SCALE ASSISTANT REGIONAL DIRECTOR V. MAPA V.

SAN JUAN RIVER JUBY B. CORDON, CEO

SAN JUAN RIVER SCOUT CHUATOCO SCOUT BALABAC

OLD STA. MESA V. MAPA V. BALOY AURORA BOULEVARD

SANTOL

QUEZON AVENUE

NEW MANILA ROLLING SANCHEZ P.

ROCES AVE AVE ROCES ROCES PANAY AVE HILLS VILLAGE KAPILIGAN

LANDARGUN

GUIRAYAN MOTHER IGNACIA AVE

SARAGOSA

DON ALEJANDRO ROCES AVENUE ROCES ALEJANDRO DON GEN. KALENTONG AVENUE ROCES ALEJANDRO DON E. RODRIGUEZ SR. BOULEVARD

SAN JUAN

GREGORIO ARANETA AVENUE ARANETA GREGORIO GREGORIO ARANETA AVENUE ARANETA GREGORIO

BLUMENTRITT TOMAS ARGUILLES TOMAS

QUEZON CITY

TIMOG AVE TIMOG

GILMORE F. MANALO GILMORE

TAMAR BLVD SHAW

SILENCIO

ROSA ROXAS ROSA

M. HEMADY M.

SCOUT BORROMEO SCOUT

DILIMAN CREEK DILIMAN

ADOR G. CANLAS, CESO IV TOMAS MORATO AVENUE

GRANADA GRANADA

P. PARADA GUEVARRA P. SOUTH AVE SOUTH

EULOGIO RODRIGUEZ SR AVENUE

REGIONAL DIRECTOR PALANZA AURORA BLVD KAMUNING ROAD

DILIMAN CREEK DE GUZMAN LANTAWAN END OF PROJECT

G. REYES WILSON ST. WILSON ORTIGAS AVE ORTIGAS N. DOMINGO

ST. JOSEPH

KAPILIGAN DILIMAN CREEK

TIMOG AVE TIMOG SHAW BOULEVARD SHAW

VANCOUVER

C. BENITEZ K0009+689

EPIFANIO DE LOS SANTOS AVE. (EDSA) AVE. SANTOS LOS DE EPIFANIO E. RODRIGUEZ SR. BLVD. SR. RODRIGUEZ E. EAST AVENUE

KAMIAS ROAD WILSONAVENUE ORTIGAS COL.COL. BONIBONI SERRANOSERRANO CONNECTICUT AURORAAURORA BOULEVARD BOULEVARD CONNECTICUT ST.

AURORA BLVD. SANTOLAN

ORTIGAS AVENUE ORTIGAS

EPIFANIO DE LOS SANTOS AVE. (EDSA) (EDSA) AVE. AVE. SANTOS SANTOS LOS LOS DE DE EPIFANIO EPIFANIO

ANAPOLIS RAMON MAGSAYSAY BOULEVARD N. DOMINGO CONNECTICUT

DILIMAN

P. TUAZON ST. CREEK GEN. ROMULO AVENUE ROMULO GEN. PINAGLABANAN

MAIN AVENUE

15TH AVENUE 15TH LIBERTY AVE. AVENUE 15TH

AURORA BLVD.

02 OLD STA. MESA GENERAL NOTES

1. STANDARD SPECIFICATION : SUMMARY OF QUANTITIES ALL WORKS SHALL COMPLY WITH DPWH STANDARD SPECIFICATION FOR HIGHWAYS, BRIDGES AND AIRPORTS REVISED 2013 SPECIAL PROVISION AND SUPPLEMENTAL SPECIFICATIONS PERTAINING TO THIS QUANTITY PROJECT, CONDITIONS OF CONTRACT (INT'L) FOR WORKS OF CIVIL ENGINEERS CONSTRUCTION, 2ND ITEM NO. D E S C R I P T I O N UNIT REMARKS EDITION, PREPARED BY F.I.D.I.C. SHALL ALSO GOVERN. 101 REMOVAL OF EXISTING CONCRETE PAVEMENT (230 mm.) SQ.M. 22,716.00

2. DIMENSIONS 102 ROADWAY EXCAVATION CU.M. 3,862.00

UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS WHICH INCLUDE STATIONING, DISTANCES BETWEEN 200 AGGREGATE SUB - BASE COURSE (100mm.) CU.M. 2,272.00 CONTROL POINTS AND ELEVATIONS ARE MEASURED IN METERS. 311 PCCP (Unreinforced, t = 0.30m., 1 day 550F psi) SQ.M. 22,716.00 3. ALIGNMENT AND GRADE

NO ALTERATION OR CHANGE IN ALIGNMENT AND GRADE SHALL BE MADE UNLESS EXISTING FIELD CONDITION SO WARRANT AND ONLY UPON WRITTEN ORDER BY THE ENGINEERS AND APPROVED BY THE PROPER AUTHORITY CONCERNED.

4. REMOVAL OF EXISTING STRUCTURES AND OBSTRUCTIONS

A. ALL WORKS SHALL COMPLY WITH CLAUSE 39 "REQUIREMENTS AND CONDITIONS OF CONTRACTS", VOLUME-1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND HIGHWAYS, 2013. INDEX OF SHEET B. PORTION OF EXISTING UTILITIES, SUCH AS WATER MAINS, IRRIGATION CHANNELS, TELEPHONE POST SHEET AND TRUNK LINES ETC., THAT MAY CAUSE OBSTRUCTIONS TO THE CONSTRUCTION OF THIS PROJECT SHEET CONTENT SHALL BE RELOCATED BY THE ENTITY OR OWNER CONCERNED, EXTREME PRECAUTIONS SHALL BE NO. EXERCISED. DAMAGED THEREOF SHALL BE THE ACCOUNT OF THE CONTRACTOR. 1 TITLE PAGE (COVER SHEET)

5. SUB - GRADE, SUB - BASE AND BASE 2 TOPOGRAPHIC MAP, VICINITY MAP and LOCATION PLAN

A. UNSUITABLE SUB - GRADE MATERIAL SHALL BE EXCAVATED BELOW THE GROUND SURFACE TO THE 3 GENERAL NOTES, SUMMARY OF QUANTITIES, INDEX OF SHEETS, and PAVEMENT DESIGN PARAMETERS REQUIRED WIDTH AND DEPTH, THE AREA TO BE EXCAVATED SHALL BE BACKFIELD WITH APPROVED MATERIAL. 4 STANDARD PORTLAND CEMENT CONCRETE PAVEMENT DETAIL (RE-BLOCKING) B. NO EMBANKMENT MATERIALS SHALL BE PLACE UNTIL THE FOUNDATION IS STABLE. 5 STANDARD PORTLAND CEMENT CONCRETE PAVEMENT DETAIL (PLAIN)

6. CONCRETE AND CONCRETE PAVEMENT 6 GENERAL PLAN (STA. 7+000 to STA. 7+600)

A. ALL CONCRETE TO BE USED IN THIS PROJECT SHALL BE CLASS "A" UNLESS OTHERWISE INDICATED. 7 GENERAL PLAN (STA. 7+600 to STA. 8+200)

B. NO ADMIXTURES OR ADDITIVES WILL BE ALLOWED FOR ALL CONCRETE WORKS WITHOUT PRIOR APPROVAL 8 GENERAL PLAN (STA. 8+200 to STA. 8+800) FROM THE SECRETARY OF DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS OR HIS DULY REPRESENTATIVE. 9 GENERAL PLAN (STA. 8+800 to STA. 9+400) C. TRAFFIC SHALL BE REQUIRED TO REDUCE SPEED WHEN PASSING THE VICINITY OF THE NEWLY LAID CONCRETE PAVEMENT UNTIL SUCH TIME THAT IT HAS OBTAINED THE FOURTEEN (14) DAYS REQUIRED 10 GENERAL PLAN (STA. 9+400 to STA. 9+700) STRENGTH. 11 TYPICAL ROADWAY SECTION

7. DRAINAGE 12 TRAFFIC MANAGEMENT PLAN A. EXACT LOCATION, SLOPE, OUT FALLS AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES SHALL BE CHECKED IN THE FIELD BY THE ENGINEER, MINOR ADJUSTMENT MAY BE MADE BY THE APPROVAL OF THE ENGINEER TO SUIT ACTUAL FIELD CONDITION.

B. EXISTING DRAINAGE STRUCTURE, OR PART THEREOF REMOVED BY THE CONTRACTOR THAT ARE STILL SERVICEABLE SHALL BE UNREAD OVER TO THE GOVERNMENT AND SHALL BE DEPOSITED AT A PLACE WITHIN THE PROJECT SITE DESIGNATED BY THE ENGINEER WITHOUT ANY EXTRA COMPENSATION, EXTREME PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO DAMAGE THESE MATERIALS DURING THE REMOVAL AND HANDLING.

8. CONSTRUCTION STAKES PAVEMENT DESIGN PARAMETERS

A. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE TRUE AND PROPER SETTING - OUT OF THE WORK 1. DESIGN TRAFFIC W18 = 217.60 x 10^6 (18 kip ESAL) OR IMPROVEMENT AND FOR CORRECTNESS OF POSITION, LEVEL, SLOPE AND CONTINUOUS PROFILE GRADE IN ROAD WORK. HE WILL SET CONSTRUCTION STAKES, ESTABLISHING LINES, SLOPE AND CONTINUOUS PROFILE WORK AND OTHER LINE AND BENCH MARK FOR BRIDGE WORK, GRADE IN ROAD PROTECTIVE AND NECESSARY 2. DESIGN RELIABILITY R = 80 % STRUCTURES AND APPURTENANCES CULVERT WORK, AS ARE DEEMED NECESSARY FROM THE REFERENCE DATE TO BE FURNISHED BY THE ENGINEER IN WRITING. 3. NORMAL DEVIATION ZR = -0.841

B. THE CHECKING OF CONSTRUCTION STAKES BY THE ENGINEER SHALL NOT IN ANY WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY FOR THE CORRECTNESS THEREOF AND THE CON TRACTOR SHALL 4. STANDARD DEVIATION SO = 0.35 CAREFULLY PROTECT AND PRESERVE ALL BENCH MARK, PEGS AND OTHER THINGS USED IN SETTING OUT THE WORK. 5. DESIGN RELIABILITY LOSS Ʃ36, C. IN THE CASE OF 'CHARGES" OR CHANGE IN CONDITION" WHICH INVOLVES ANY CHANGES IN STAKE OUT, THE CONTRACTOR SHALL COOPERATE WITH THE ENGINEER AND FACILITATE THE PROMPT RE - ESTABLISHMENT OF 6. PCCP MODULUS OF RUPTURE S'C = 643 psi THE FIELD CONTRACT FOR THE ALTERNATIVE OR ADJUSTED WORK.

7. PCCP MODULUS OF ELASTICITY Ec = 3.4 x 10^6 psi 9. STANDARD DRAWING THE NECESSARY DRAWING CONTAINED IN THE DPWH STANDARD DRAWING FOR ROAD SHALL BE UTILIZED 8. SUBGRADE DESIGN CBR CBR = 26.0% FOR THE PROJECT UNLESS OTHERWISE A MORE DETAILED. 9. EFFECTIVE MODULUS OF RUPTURE k = 250 pci

10. QUANTITY 10. DRAINAGE COEFFICIENT Cd = 1.0

QUANTITY OF VARIOUS WORK ITEM INVOLVED ARE SUBJECT TO DECREASE OR INCREASE DEPENDING ON 11. LOAD TRANSFER COEFFICIENT J = 3.20 THE ACTUAL FIELD CONDITION. 11. ACCESS RAMP (B.P. 344 ACCESSIBILITY LAW) 12. TERMINAL SERVICE INDEX Pt = 2.5

PURSUANT TO BATASANG PAMBANSA 344, THE CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS ALLOTTED FOR 13. PCCP THICKNESS t = 300 mm PERSON WITH DISABILITY (PWD) ON AREAS TO BE IDENTIFIED BY THE PROJECT ENGINEER DURING THE PROJECT IMPLEMENTATION.

ASSET PRESERVATION-REHABILITATION/ GENERAL NOTES, SUMMARY RECONSTRUCTION/UPGRADING OF DAMAGED CESAR B. MAGNO %(1(',&72$0$5,f$6 OF QUANTITIES, INDEX OF 03 PAVED ROADS-SECONDARY ROADS, ENGINEER II ENGINEER II SHEETS AND PAVEMENT LYDIA G. CHUA JUBY B. CORDON, CEO ADOR G. CANLAS, CESO IV G. ARANETA AVE.,(SO5617LZ) DESIGN PARAMETERS CHIEF, PLANNING & DESIGN DIVISION ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR K0009+-2026 - K0009+689 LIBERATO R. MERCADO CIELITO C. PURISIMA ENGINEER III ENGINEER III 4'Ä$.1%-+0) 6#$.'(1452#%+0) 5 1(&19'.$#45 . OO TYPICAL BAR LAYOUT FOR RE-BLOCKING OF "T" THICK PAVEMENT 5.#$&'26* 6 OO 4.50 4.50 1.50 OO OO OO OO /+0+/7/ . DOWEL BAR SPACED @ S2 DOWEL BAR SPACED @ S2 EXISTING PAVEMENT EXISTING PAVEMENT EXISTING PAVEMENT

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ASSET PRESERVATION-REHABILITATION/ RECONSTRUCTION/UPGRADING OF DAMAGED STANDARD PORTLAND CEMENT CESAR B. MAGNO %(1(',&72$0$5,f$6 04 PAVED ROADS-SECONDARY ROADS, CONCRETE PAVEMENT JOINTS ENGINEER II ENGINEER II LYDIA G. CHUA JUBY B. CORDON, CEO ADOR G. CANLAS, CESO IV G. ARANETA AVE.,(SO5617LZ) (RE-BLOCKING) CHIEF, PLANNING & DESIGN DIVISION ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR K0009+-2026 - K0009+689 LIBERATO R. MERCADO CIELITO C. PURISIMA ENGINEER III ENGINEER III 4.50 4.50 1.50 PP[#PP EDGE OF EXISTING /+0+/7/ BAR SUPPORT TYPICAL BAR LAYOUT FOR "T" THICK PAVEMENT O.C. TIE BARS CONCRETE PAVEMENT

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LONGITUDINAL DEFORMED TIE BARS 5 JOINT (SEE TABLE) TRANSVERSE CONSTRUCTION JOINT 8 # 4 + # $ . ' $ WITHIN THE MIDDLE THIRD OF THE SLAB 5

LANE SHOWING TRANSVERSE CONSTRUCTION JOINT AT 400 S1 S1 S1 S1 S1 400 400 S1 S1 S1 S1 S1 400 S2 MIDDLE THIRD OF NORMAL 2.#0 JOINT INTERVAL (.#4+0)1(':+56+0)%10%4'6'2#8'/'06 S2 1H WIDTH AS SHOWN ON PLAN WEAKENED PLANE JOINT & E-5 016 61 5%#.' S2 016' 64#058'45'%105647%6+10 %106#%6 ,1+065*#..$' 2418+&'& #66*''0&1(#0;4709*'4'.#;+0)1(%10%4'6' *#5$''056122'&(146*+46; /+076'514.10)'4 )'0'4#.016'5 #..64#058'45'%105647%6+10,1+0655*17.&$' $766,1+0659+6*&19'.5 /#6'4+#.5#0&914-/#05*+25*#..%10(14/9+6*6*'&29*56#0& 52'%+(+%#6+105(14*+)*9#;5$4+&)'5#0&#+421465

52#%+0) 5#0&5 8#4+'5&'2'0&+0)106*'&+56#0%' %105647%6+10 %106#%6 ,1+065#4'(14/'&9*'0%10%4'6'1010'5+&'1( 1(2#8'/'0661%.15'6(4'''&)' 6*',1+06+52174'&#*'#�&#..19'&615'6$'(14'2174+0)106*'16*'4 5+&'01%105647%6+10,1+065*#..$'2.#%'&9+6*+0O(41/6*'9'#-'0'& 1A 6;2+%#.2.#01(#691Ä.#0'70&19'.'&2#8'/'06 2.#0',1+06 016 61 5%#.' #6%105647%6+10,1+065 .10)+67&+0#.1464#058'45' %#4'5*17.&$'6#-'0 6*#601%10%4'6'(41/6*'.#565.#$2.#%'&18'4*#0)5#0;2146+101(6*' (+4565.#$

6+'$#455*17.&$'&'(14/'&56''.$#45#..&19'..$#455*#..$'5/116* FORMED GROOVED WITH KEYWAYS 4170&56''.$#4(4''(41/4756#0&16*'4&'('%659*+%*/+)*64'564+%6 FILL WITH HOTPOURED JOINT FILLER 6*'+4/18'/'06

6;2'1(9'#-'0'&2.#0',1+0661$'75'&5*#..$'#552'%+(+'&+06*' FORMED GROOVED WITH KEYWAYS DEFORMED TIE BAR 2.#05#0&10.;10'6;2'5*#..$'75'&(146*'9*1.'241,'%6 FILL WITH POURED JOINT FILLER 6G 6

6 EXTG. PAVEMENT /#6'4+#.(146*'/'6#.5+&'(14/5*#..$'$4#0&0'95*''6/'6#.)#7)' 6 0Q1($.#%-+410(4''(41/4756#0&.+0-5 6 6 6 FIRST SLAB PP'5,//('+2/(6),//(' PP[PP#PP #6.'#565+: 57%%'55+8'&19'..'&$766,1+065#6014/#.,1+0652#%+0) 6 WITH EPOXY RESIN O.C. TIE BARS 5*#..$'2418+&'&$'(14'14#(6'4#0':2#05+10,1+06 6 300 300 6*')4118'14%4#%-#$18',1+065 .10)+67&+0#.1464#058'45' 5*#..$' METAL SIDE FORM (KEYED JOINT) 5'%6+10 5'#.'&9+6*Ä2'0'64#6+10#52*#.65'#.14%1..+'&.+37+&47$$'4 &'6#+.# .10)+67&+0#.%105647%6+10,1+06 %105647%6+10,1+0661$'75'&(14 %1/2170&#(6'46*'%10%4'6'*#&$''0%74'�&$'(14'12'0+0)2#8'/'06 1B 6164#((+%#52*#.65'#.5*17.&$'2174'&+057%*/#00'46*#652+..+0) 016 61 5%#.' 1I (.#4+0)':+56+0)%10%4'6'2#8'/'06 5*#..$'24'8'06'&'.+/+0#6'&6*752418+&'#5/116*4+&+0)574(#%' 1E &'6#+.1(5+&'(14/5 016 61 5%#.' #..64#058'45',1+065':%'26%105647%6+10,1+065*#..$'%106+07175 (41/'&)'61'&)' SAWED GROOVE WITH POURED JOINT FILLER(@4.5m INTERVAL OR L #...10)+67&+0#.,1+0655*#../''6#6+06'45'%6+1059+6*01)#2514 AS DIRECTED BY THE ENGINEER) METAL DOWEL CAP GAUGE NO.18 6#$.'(1452#%+0)1(2.#+0&19'.$#45 . OO 1((5'6 TO BE PLACED ON EACH DOWEL 6 BAR ON ALTERNATE END 5.#$6*+%-0'55 &+#/'6'4& 52#%+0)5 #..&+/'05+105#4'+0/+..+/'6'4570.'5516*'49+5'52'%+(+'& 6 OO OO OO #81+&56122#)'1((14/914-5#.10)%748'5 %105647%6':2#05+10,1+06#6'8'4;/'6'45#0&14#6'8'4;#&,#%'06 ':+56+0)5647%674'5 &'6#+.$ 9'#-'0'&2.#0',1+0614%1064#%6+10,1+06 1C & 016 61 5%#.'

/'6#.&19'.%#2&'6#+. 016' 1L &+#/'6'4#0&52#%+0)1(2.#+0&19'.$#45/#; 016 61 5%#.' $'/1&+(+'& #5.10)#56*''37+8#.'0656''.#4'#+5 5756#+0'&

PLAIN DOWEL BAR (SEE TABLE) FORMED GROOVED FILLED WITH PLAIN DOWEL BAR 30-50 PENETRATION ASPHALT SEAL ONE HALF OF THE LENGTH SHALL BE 6#$.'(1452#%+0)1(6+'$#45 . OO OR COLD APPLIED LIQUID RUBBER PAINTED WITH APPROVED RED POURED JOINT FILLER BASE SEALING COMPOUND 5.#$6*+%-0'55 52#%+0)5 OO LEAD AND THEN GREASED 6 OO OO OO

FIXED SLIDING METAL DOWEL CAP GAUGE NO.18 FIRST SLAB PP35(02/'(' 28MM INSIDE DIAMETER BE PLACED EXPANSION FILLER ON EACH DOWEL BAR ON ALTERNATE END (SEE IL) 300 300 HALF OF THE BAR ON THE SIDE OF THE METAL DOWEL CAP SHALL BE PAINTED WITH RED LEAD AND THEN GREASED 1D &'6#+.% $76664#058'45'%105647%6+10,1+065 016 61 5%#.' 1K 5'%6+10':2#05+10,1+06 016 61 5%#.' $CUGFQP##5*61)WKFGHQTVJG&GUKIPQH2CXGOGPV 5VTWEVWTGU

ASSET PRESERVATION-REHABILITATION/ RECONSTRUCTION/UPGRADING OF DAMAGED STANDARD PORTLAND CEMENT CESAR B. MAGNO %(1(',&72$0$5,f$6 05 PAVED ROADS-SECONDARY ROADS, CONCRETE PAVEMENT JOINTS ENGINEER II ENGINEER II LYDIA G. CHUA JUBY B. CORDON, CEO ADOR G. CANLAS, CESO IV G. ARANETA AVE.,(SO5617LZ) (PLAIN) CHIEF, PLANNING & DESIGN DIVISION ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR K0009+-2026 - K0009+689 LIBERATO R. MERCADO CIELITO C. PURISIMA ENGINEER III ENGINEER III DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS NATIONAL CAPITAL REGION 2ND STREET, PORT AREA MANILA REPUBLIC OF THE PHILIPPINES MATCH LINE STA. 7+300 BEG. OF PROJECT K0009+-2026 PROJECT NAME AND LOCATION: RECONSTRUCTION/UPGRADING OF DAMAGED ASSET PRESERVATION-REHABILITATION/ PAVED ROADS-SECONDARY ROADS, G. ARANETA AVE.,(SO5617LZ) K0009+-2026 - K0009+689 SHEET CONTENTS: STA. 7+000 TO 7+600

AGNO DESIGNED: CHECKED: SURVEYED/ LIBERATO R. MERCADO CESAR B. MAGNO

ARANETA AVE. ENGINEER III ENGINEER II AVE. ARANETA DRAFTED: CHECKED: %(1(',&72$0$5,f$6 CIELITO C. PURISIMA ENGINEER III ENGINEER II SUBMITTED: CHIEF, PLANNING & DESIGN DIVISION DATE: LYDIA G. CHUA RECOMMENDED: DATE: ASSISTANT REGIONAL DIRECTOR JUBY B. CORDON, CEO APPROVED: DATE: ADOR G. CANLAS, CESO IV

REGIONAL DIRECTOR MATCH LINE STA. 7+600

MATCH LINE STA. 7+300 SET NO. SHEET NO. 12 06 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS NATIONAL CAPITAL REGION 2ND STREET, PORT AREA MANILA REPUBLIC OF THE PHILIPPINES MATCH LINE STA. 7+900 MATCH LINE STA. 7+600 PROJECT NAME AND LOCATION: RECONSTRUCTION/UPGRADING OF DAMAGED ASSET PRESERVATION-REHABILITATION/ PAVED ROADS-SECONDARY ROADS, G. ARANETA AVE.,(SO5617LZ) K0009+-2026 - K0009+689 SHEET CONTENTS: STA. 7+600 TO 8+200

KITANLAD DESIGNED: CHECKED: SURVEYED/ LIBERATO R. MERCADO CESAR B. MAGNO ENGINEER III ENGINEER II DRAFTED: CHECKED: %(1(',&72$0$5,f$6 CIELITO C. PURISIMA

ENGINEER III ENGINEER II TO CUBAO TO SUBMITTED: CHIEF, PLANNING & DESIGN DIVISION DATE: LYDIA G. CHUA RECOMMENDED: DATE: ASSISTANT REGIONAL DIRECTOR JUBY B. CORDON, CEO APPROVED:

DATE:

ADOR G. CANLAS, CESO IV REGIONAL DIRECTOR 8+200 STA. LINE MATCH

MATCH LINE STA. 7+900 SET NO. SHEET NO. 12 07 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS NATIONAL CAPITAL REGION MATCH LINE STA. 8+200 2ND STREET, PORT AREA MANILA REPUBLIC OF THE PHILIPPINES

MATCH LINE STA. 8+500 PROJECT NAME AND LOCATION: RECONSTRUCTION/UPGRADING OF DAMAGED ASSET PRESERVATION-REHABILITATION/ PAVED ROADS-SECONDARY ROADS, G. ARANETA AVE.,(SO5617LZ) K0009+-2026 - K0009+689 SHEET CONTENTS: STA. 8+200 TO 8+800

DESIGNED: CHECKED: SURVEYED/ ARANETA AVE. ARANETA LIBERATO R. MERCADO CESAR B. MAGNO

ARANETA AVE. ENGINEER III ENGINEER II DRAFTED: CHECKED: %(1(',&72$0$5,f$6 CIELITO C. PURISIMA ENGINEER III ENGINEER II SUBMITTED: CHIEF, PLANNING & DESIGN DIVISION DATE: LYDIA G. CHUA RECOMMENDED: DATE: ASSISTANT REGIONAL DIRECTOR JUBY B. CORDON, CEO

BALOY APPROVED: DATE: ADOR G. CANLAS, CESO IV REGIONAL DIRECTOR

MATCH LINE STA. 8+800 MATCH LINE STA. 8+500 SET NO. SHEET NO. 12 08 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS NATIONAL CAPITAL REGION MATCH LINE STA. 9+100 MATCH LINE STA. 8+800 2ND STREET, PORT AREA MANILA REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: RECONSTRUCTION/UPGRADING OF DAMAGED ASSET PRESERVATION-REHABILITATION/ PAVED ROADS-SECONDARY ROADS, G. ARANETA AVE.,(SO5617LZ) K0009+-2026 - K0009+689 SHEET CONTENTS: STA. 8+800 TO 9+400

ARANETA AVE. DESIGNED: CHECKED: SURVEYED/

ARANETA AVE. LIBERATO R. MERCADO CESAR B. MAGNO ENGINEER III ENGINEER II DRAFTED: CHECKED: %(1(',&72$0$5,f$6 CIELITO C. PURISIMA ENGINEER III ENGINEER II

KM SUBMITTED: CHIEF, PLANNING & DESIGN DIVISION DATE: LYDIA G. CHUA RECOMMENDED: DATE: ASSISTANT REGIONAL DIRECTOR JUBY B. CORDON, CEO APPROVED: DATE: ADOR G. CANLAS, CESO IV REGIONAL DIRECTOR

MATCH LINE STA. 9+100 MATCH LINE STA. 9+400 SET NO. SHEET NO. 12 09 MATCH LINE STA. 9+400 DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS NATIONAL CAPITAL REGION 2ND STREET, PORT AREA MANILA REPUBLIC OF THE PHILIPPINES

MATCH LINE STA. 9+640 PROJECT NAME AND LOCATION: RECONSTRUCTION/UPGRADING OF DAMAGED ASSET PRESERVATION-REHABILITATION/ PAVED ROADS-SECONDARY ROADS, G. ARANETA AVE.,(SO5617LZ)

K0009+-2026 - K0009+689 ARANETA AVE. ARANETA BEG. OF PROJECT SHEET CONTENTS: k0009+689 STA. 9+640 TO 9+700

ARANETA AVE. DESIGNED: CHECKED: SURVEYED/ LIBERATO R. MERCADO CESAR B. MAGNO ENGINEER III ENGINEER II DRAFTED: CHECKED: %(1(',&72$0$5,f$6 CIELITO C. PURISIMA ENGINEER III ENGINEER II SUBMITTED: CHIEF, PLANNING & DESIGN DIVISION DATE: LYDIA G. CHUA RECOMMENDED: DATE:

ASSISTANT REGIONAL DIRECTOR

JUBY B. CORDON, CEO TO RECTO TO APPROVED: DATE: ADOR G. CANLAS, CESO IV REGIONAL DIRECTOR

SET NO. MATCH LINE STA. 9+640 STA. LINE MATCH SHEET NO. 12 10 SKYWAY(STAGE-3)

SIDEWALK SIDEWALK

"SEE DETAIL SECTION" STA. 7+700

EXTG. PCCP (230mm) ITEM 311, PCCP (300mm) ITEM 200, AGGREGATE SKYWAY(STAGE-3) SUB-BASE COURSE, (100mm)

SIDEWALK SIDEWALK

"SEE DETAIL SECTION" "TYPICAL DETAIL STA. 8+540 SECTION"

SKYWAY(STAGE-3)

SIDEWALK SIDEWALK

"SEE DETAIL SECTION" STA. 9+260

PROJECT NAME AND LOCATION: SHEET CONTENTS: SET NO. SHEET NO.

REPUBLIC OF THE PHILIPPINES SURVEYED/ DRAFTED: SUBMITTED: RECOMMENDED: APPROVED: ASSET PRESERVATION-REHABILITATION/ DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS DESIGNED: RECONSTRUCTION/UPGRADING OF DAMAGED CESAR B. MAGNO %(1(',&72$0$5,f$6 11 NATIONAL CAPITAL REGION PAVED ROADS-SECONDARY ROADS, ENGINEER II ENGINEER II TYPICAL ROADWAY SECTION CHECKED: CHECKED: LYDIA G. CHUA JUBY B. CORDON, CEO ADOR G. CANLAS, CESO IV 2ND STREET, PORT AREA MANILA G. ARANETA AVE.,(SO5617LZ) 12 CHIEF, PLANNING & DESIGN DIVISION ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR K0009+-2026 - K0009+689 LIBERATO R. MERCADO CIELITO C. PURISIMA ENGINEER III ENGINEER III DATE: DATE: DATE: HAZARD MARKERS TO BE SPACED EVENLY ALONG THE MERGE TAPER

ATTACH / INSTALL BARRICADE FLASHER LIGHT EVERY 3 TRAFFIC CONES TO IMPROVE VISIBILITY PARTICULARLY AT NIGHTTIME INTERCONNECTED CONCRETE SAFETY TRAFFIC CONES TO BE PLACED 3m-5m APART. BARRIERS FOR ENCLOSURE FENCE/PROPERTY LINE SIDEWALK

SIDEWALK 1.0000

FENCE/PROPERTY APPROACH 1.2 m. CLEAR AREA LINE AREA 2D D D 2D (MERGE TAPER) CLEARANCE 10m NOTE : FOR DIMENSION "D" IS EXPRESSED IN METERS EQUAL WORKERS TERMINATION AREA TO THE APPROACH SPEED OF TRAFFIC IN KPH. ADVANCE WARNING AREA TRANSITION AREA (20m-30m) 100 METER WORKING AREA (30 METERS)

PLASTIC SAFETY BARRIERS AT SIDEWALK T1-5 (Workmen Ahead) @ EVERY 1.50 METER SPACING O.C.

T1-1 / T1-31(Roadwork Ahead Sign) T5-4 / T5-5(Temporary Hazard Marker) R4-1 (Speed Restriction Sign) T2-6-1 / T2-6-2 (Lane Status Sign) TYPICAL LAYOUT CLOSURE OF OUTER LANE - MULTILANE ROAD

SCALE N T S

T1-5 (Workmen Ahead)

T2-6-1 / T2-6-2 (Lane Status Sign) T5-4 / T5-5(Temporary Hazard Marker) T1-1 / T1-31(Roadwork Ahead Sign) ATTACH / INSTALL BARRICADE FLASHER LIGHT R4-1 (Speed Restriction Sign) HAZARD MARKERS TO BE SPACED EVENLY EVERY 3 TRAFFIC CONES TO IMPROVE TRANSITION AREA ADVANCE WARNING AREA VISIBILITY PARTICULARLY AT NIGHTTIME ALONG THE MERGE TAPER TERMINATION AREA TRAFFIC CONES TO BE PLACED 3m-5m APART. (30 METERS) 2D (MERGE TAPER) D D 2D INTERCONNECTED CONCRETE SAFETY BARRIERS FOR ENCLOSURE

FENCE/PROPERTY 1.2 m. CLEAR AREA LINE SIDEWALK

SIDEWALK

FENCE/PROPERTY 10m 1.2 m. CLEAR AREA LINE NOTE : 2D D D 2D (MERGE TAPER) DIMENSION "D" IS EXPRESSED IN METERS EQUAL TERMINATION AREA TO THE APPROACH SPEED OF TRAFFIC IN KPH. ADVANCE WARNING AREA TRANSITION AREA 100 METER WORKING AREA 10m (30 METERS)

T1-1 / T1-31(Roadwork Ahead Sign) T5-4 / T5-5(Temporary Hazard Marker) R4-1 (Speed Restriction Sign) T1-5 (Workmen Ahead) TYPICAL LAYOUT T2-6-1 / T2-6-2 (Lane Status Sign) CLOSURE OF CENTER LANE - MULTILANE ROAD

SCALE N T S

ATTACH / INSTALL BARRICADE FLASHER LIGHT PLASTIC SAFETY BARRIERS AT SIDEWALK EVERY 3 TRAFFIC CONES TO IMPROVE @ EVERY 1.50 METER SPACING O.C. VISIBILITY PARTICULARLY AT NIGHTTIME

INTERCONNECTED CONCRETE SAFETY HAZARD MARKERS TO BE SPACED EVENLY BARRIERS FOR ENCLOSURE ALONG THE MERGE TAPER TRAFFIC CONES TO BE PLACED 3m-5m APART. FENCE/PROPERTY LINE SIDEWALK

SIDEWALK

FENCE/PROPERTY APPROACH 1.2 METER WIDTH LINE AREA NOTE : 2D D 2D (MERGE TAPER) CLEARANCE 1.2 METER CLEAR AREA PEDESTRIAN FOOTHPATH 10m FOR DIMENSION "D" IS EXPRESSED IN METERS EQUAL WORKERS TERMINATION AREA TO THE APPROACH SPEED OF TRAFFIC IN KPH. ADVANCE WARNING AREA TRANSITION AREA (20m-30m) 100 METER WORKING AREA (30 METERS)

T8-2 (Pedestrian Sign, L OR R) TYPICAL LAYOUT T1-5 (Workmen Ahead) T1-18 (Prepare to Stop Sign) CLOSURE DUE TO WORKS ON SIDEWALK

SCALE N T S

ASSET PRESERVATION-REHABILITATION/ RECONSTRUCTION/UPGRADING OF DAMAGED STANDARD TRAFFIC CESAR B. MAGNO %(1(',&72$0$5,f$6 12 PAVED ROADS-SECONDARY ROADS, ENGINEER II ENGINEER II LYDIA G. CHUA JUBY B. CORDON, CEO ADOR G. CANLAS, CESO IV G. ARANETA AVE.,(SO5617LZ) MANAGEMENT PLAN LAYOUT CHIEF, PLANNING & DESIGN DIVISION ASSISTANT REGIONAL DIRECTOR REGIONAL DIRECTOR K0009+-2026 - K0009+689 LIBERATO R. MERCADO CIELITO C. PURISIMA ENGINEER III ENGINEER III