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CURVE NO:

CURVE NO:

DESIGN PARAMETERS: CATEGORY:

TERRAIN:

𝑽 : 𝑳𝑾 :

CATEGORY:

𝑬 : 𝑺𝑹% :

𝑡π‘ͺ : 𝑺 :

𝑇𝑅

=

π‘πΆπΏπ‘Š 𝑆

+ +

𝑽 : 𝑳𝑾 :

𝑬 : 𝑺𝑹% :

𝑆𝑅 =

+ +

πΏπ‘Š 𝑆𝐸

=

= = = = = = = = = =

+ + + + + + + + + +

π‘†π‘‘π‘Ž. TS, PC = π‘†π‘‘π‘Ž. 𝑆𝐢 =

𝐸 𝐷 𝐢 𝐡 𝐴 𝐸′ 𝐷′ 𝐢′ 𝐡′ 𝐴′

= = = = = = = = = =

𝑇𝑅

=

π‘πΆπΏπ‘Š 𝑆

𝑆𝑅 =

π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž.

𝐸 𝐷 𝐢 𝐡 𝐴 𝐸′ 𝐷′ 𝐢′ 𝐡′ 𝐴′

= = = = = = = = = =

𝑬 : 𝑺𝑹% :

𝑡π‘ͺ : 𝑺 :

=

π‘πΆπΏπ‘Š 𝑆

𝐸 𝐷 𝐢 𝐡 𝐴 𝐸′ 𝐷′ 𝐢′ 𝐡′ 𝐴′

= = = = = = = = = =

𝑆𝑅 =

π‘†π‘‘π‘Ž. 𝑆𝐢 π‘†π‘‘π‘Ž. 𝐸 βˆ’ 𝑆𝑅%(𝑆𝑅) π‘†π‘‘π‘Ž. 𝐸 βˆ’ 𝑆𝑅 + 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐢 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐡 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž 𝐢𝑆 π‘†π‘‘π‘Ž. 𝐸′ + 𝑆𝑅%(𝑆𝑅) π‘†π‘‘π‘Ž. 𝐸 + 𝑆𝑅 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐢 β€² βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐡′ βˆ’ 𝑇𝑅

COLOSSAL CONSTRUCTION COMPANY

= = = = = = = = = =

+ + + + + + + + + +

𝑇𝑅

=

π‘πΆπΏπ‘Š 𝑆

+ +

πΏπ‘Š 𝑆𝐸

=

= = = = = = = = = =

+ + + + + + + + + +

π‘†π‘‘π‘Ž. TS, PC = π‘†π‘‘π‘Ž. 𝑆𝐢 =

π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž.

=

𝑆𝑅 =

𝑇𝑅

=

π‘πΆπΏπ‘Š 𝑆

=

𝐸 𝐷 𝐢 𝐡 𝐴 𝐸′ 𝐷′ 𝐢′ 𝐡′ 𝐴′

= = = = = = = = = =

𝐸 𝐷 𝐢 𝐡 𝐴 𝐸′ 𝐷′ 𝐢′ 𝐡′ 𝐴′

= = = = = = = = = =

π‘†π‘‘π‘Ž. 𝑆𝐢 π‘†π‘‘π‘Ž. 𝐸 βˆ’ 𝑆𝑅%(𝑆𝑅) π‘†π‘‘π‘Ž. 𝐸 βˆ’ 𝑆𝑅 + 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐢 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐡 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž 𝐢𝑆 π‘†π‘‘π‘Ž. 𝐸′ + 𝑆𝑅%(𝑆𝑅) π‘†π‘‘π‘Ž. 𝐸 + 𝑆𝑅 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐢 β€² βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐡′ βˆ’ 𝑇𝑅

CATEGORY:

πΏπ‘Š 𝑆𝐸

=

= = = = = = = = = =

+ + + + + + + + + +

TERRAIN:

𝑽 : 𝑳𝑾 :

𝑬 : 𝑺𝑹% :

𝑡π‘ͺ : 𝑺 :

STATIONS: π‘†π‘‘π‘Ž. 𝐢𝑆 = π‘†π‘‘π‘Ž. 𝑃𝑇, 𝑆𝑇 =

𝑆𝑅 =

+ +

πΏπ‘Š 𝑆𝐸

=

= = = = = = = = = =

+ + + + + + + + + +

π‘†π‘‘π‘Ž. TS, PC = π‘†π‘‘π‘Ž. 𝑆𝐢 = 𝑇𝑅

=

π‘πΆπΏπ‘Š 𝑆

+ + =

STATIONS: π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž.

+ +

DESIGN PARAMETERS:

𝑡π‘ͺ : 𝑺 :

+ +

π‘†π‘‘π‘Ž. 𝐢𝑆 = π‘†π‘‘π‘Ž. 𝑃𝑇, 𝑆𝑇 =

CURVE NO:

𝑬 : 𝑺𝑹% :

STATIONS: π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž.

=

+ +

STATIONS: π‘†π‘‘π‘Ž. 𝐢𝑆 = π‘†π‘‘π‘Ž. 𝑃𝑇, 𝑆𝑇 =

=

πΏπ‘Š 𝑆𝐸

π‘†π‘‘π‘Ž. TS, PC = π‘†π‘‘π‘Ž. 𝑆𝐢 =

TERRAIN:

𝑽 : 𝑳𝑾 :

𝑡π‘ͺ : 𝑺 :

STATIONS:

π‘†π‘‘π‘Ž. 𝑆𝐢 π‘†π‘‘π‘Ž. 𝐸 βˆ’ 𝑆𝑅%(𝑆𝑅) π‘†π‘‘π‘Ž. 𝐸 βˆ’ 𝑆𝑅 + 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐢 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐡 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž 𝐢𝑆 π‘†π‘‘π‘Ž. 𝐸′ + 𝑆𝑅%(𝑆𝑅) π‘†π‘‘π‘Ž. 𝐸 + 𝑆𝑅 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐢 β€² βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐡′ βˆ’ 𝑇𝑅

CATEGORY:

STATIONS:

𝑇𝑅

+ +

DESIGN PARAMETERS:

TERRAIN:

+ +

𝑬 : 𝑺𝑹% :

CURVE NO:

DESIGN PARAMETERS:

π‘†π‘‘π‘Ž. TS, PC = π‘†π‘‘π‘Ž. 𝑆𝐢 =

𝑽 : 𝑳𝑾 :

STATIONS: π‘†π‘‘π‘Ž. 𝐢𝑆 = π‘†π‘‘π‘Ž. 𝑃𝑇, 𝑆𝑇 =

=

CURVE NO:

𝑽 : 𝑳𝑾 :

TERRAIN:

STATIONS:

π‘†π‘‘π‘Ž. 𝑆𝐢 π‘†π‘‘π‘Ž. 𝐸 βˆ’ 𝑆𝑅%(𝑆𝑅) π‘†π‘‘π‘Ž. 𝐸 βˆ’ 𝑆𝑅 + 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐢 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐡 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž 𝐢𝑆 π‘†π‘‘π‘Ž. 𝐸′ + 𝑆𝑅%(𝑆𝑅) π‘†π‘‘π‘Ž. 𝐸 + 𝑆𝑅 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐢 β€² βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐡′ βˆ’ 𝑇𝑅

CATEGORY:

𝑡π‘ͺ : 𝑺 :

+ +

STATIONS: π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž.

CATEGORY:

STATIONS: π‘†π‘‘π‘Ž. 𝐢𝑆 = π‘†π‘‘π‘Ž. 𝑃𝑇, 𝑆𝑇 =

=

DESIGN PARAMETERS:

TERRAIN:

STATIONS: π‘†π‘‘π‘Ž. TS, PC = π‘†π‘‘π‘Ž. 𝑆𝐢 =

CURVE NO:

DESIGN PARAMETERS:

π‘†π‘‘π‘Ž. 𝑆𝐢 π‘†π‘‘π‘Ž. 𝐸 βˆ’ 𝑆𝑅%(𝑆𝑅) π‘†π‘‘π‘Ž. 𝐸 βˆ’ 𝑆𝑅 + 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐢 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐡 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž 𝐢𝑆 π‘†π‘‘π‘Ž. 𝐸′ + 𝑆𝑅%(𝑆𝑅) π‘†π‘‘π‘Ž. 𝐸 + 𝑆𝑅 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐢 β€² βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐡′ βˆ’ 𝑇𝑅

π‘†π‘‘π‘Ž. 𝐢𝑆 = π‘†π‘‘π‘Ž. 𝑃𝑇, 𝑆𝑇 = 𝑆𝑅 =

+ +

πΏπ‘Š 𝑆𝐸

=

= = = = = = = = = =

+ + + + + + + + + +

STATIONS: π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž. π‘†π‘‘π‘Ž.

𝐸 𝐷 𝐢 𝐡 𝐴 𝐸′ 𝐷′ 𝐢′ 𝐡′ 𝐴′

= = = = = = = = = =

π‘†π‘‘π‘Ž. 𝑆𝐢 π‘†π‘‘π‘Ž. 𝐸 βˆ’ 𝑆𝑅%(𝑆𝑅) π‘†π‘‘π‘Ž. 𝐸 βˆ’ 𝑆𝑅 + 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐢 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐡 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž 𝐢𝑆 π‘†π‘‘π‘Ž. 𝐸′ + 𝑆𝑅%(𝑆𝑅) π‘†π‘‘π‘Ž. 𝐸 + 𝑆𝑅 βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐢 β€² βˆ’ 𝑇𝑅 π‘†π‘‘π‘Ž. 𝐡′ βˆ’ 𝑇𝑅

DESIGNER

PROJECT AND LOCATION

APPROVED BY

SHEET CONTENT

ENGR. BARTONADO, JADE-ANGELO V. ENGR. BORJA, ANGELO ENGR. PALATTAO, MC VINCENT B. ENGR. SANTOS, JOHN JOSEPH B.

PROPOSED 25 KM ARTERIAL ROAD CONNECTING RODRIGUEZ, RIZAL AND PATEROS

DR. MANUEL M. MUHI

COMPUTATION OF SUPERELEVATION

SHEET NO.

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