republic of the philippines department of public … · 2020. 10. 13. · all reinforcing bars...

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGIONAL OFFICE NO. 1

AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION

ALBERTO B. ESQUEJO, JR.

CHIEF, PLANNING AND DESIGN DIVISION

DATE:

SUBMITTED:

EMMANUEL W. DIAZ, CESE

OIC-ASSISTANT REGIONAL DIRECTOR

DATE:

RECOMMENDED:

RONNEL M. TAN, CESO III

REGIONAL DIRECTOR

DATE:

APPROVED:

C.Y 2021 PROJECT

DETAILED ENGINEERING DESIGN PLAN FOR

CONSTRUCTION / IMPROVEMENT OF ACCESS ROADS LEADING TO DECLARED

TOURISM DESTINATIONS (TOURISM ROAD INFRASTRUCTURE PROGRAM - TRIP)

NAPIDAD VIEW DECK AND WATER FALLS OF TAKULAO MATALTALA AND PAO,

DUMALNEG, ILOCOS NORTE

LOCATION: ILOCOS NORTE

STATION LIMITS:

NET LENGTH:

NOT DRAWN TO SCALE

VICINITY MAP

BALAOAN

SANTOL

SUDIPEN

LUNA

SAN JUAN

BANGAR

BACNOTAN

SAN GABRIEL

BAGULIN

BURGOS

PUGO

ROSARIO

CABA

BAUANG

AGOO

NAGUILIAN

ARINGAY

TUBAO

STO. TOMAS

SAN FERNANDO CITY

CASTRO

RIMOS

STO. ROSARIO

NAGYUBUYUBAN

LUBING

BAGUIO-NAGUILIAN

SAN FERNANDO PORT

PORO POINT

SAN ANTONIO

DAMORTIS TO BAGUIO

MARCOS HIGHWAY

ADAMS

DUMALNEG

CARASI

BURGOS

PIDDIG

DINGRAS

SARRAT

BACARRA

VINTAR

PASUQUIN

BANGUI

PAGUDPUD

LAOAG CITY

SAN NICOLAS

MARCOS

(BANNA) ESPIRITU

NUEVA ERA

PINILI

BADOC

CURRIMAO

BADOC ISLAND

BATAC

SOLSONAPAOAY

BADUANG

BURAYOC

BALAOI

PASALENG

BINDAY

PASALENG BAY

TO CAGAYAN

MASINI

PAREDES

AIR STATION

DAVILA

DIVI

DILAVO

DARISDIS

AGAGA

TUNGEL

LIPAY

KARUSQUIS

ALSEM

BATO

MT. PAO

AMIN

MT. AGANMATA

MT. MASADSADAC

VINTAR DAM

UBOG

MANGITATAYU

QUIOM

BIDDING

LUMBAO

PADONG

MT. SICAPDO

BALLAAG

BINGAO

STO. TOMAS

QUIOM

MADUPAYOS

NAGREBSAN

NASSADAO

SULAT POINT

PORT CURRIMAO

BURAAN

GABU

NABUTAS

LA PAZ

QUIRINO

SINAIT

CABUGAO

SAN JUAN

MAGSINGAL

STO. DOMINGO

SAN ILDEFONSO

PINGET ISLAND

NAGBUKEL

SANTA

NARVACAN

STA. MARIA

LIDLIDDA

BURGOS

BANAYOYO

GALIMUYOD

SANTA CATALINA

CAOAYAN

SAN ESTEBAN

SANTIAGO

CANDON CITY

BANTAY

SAN VICENTE

SAN EMILIO

SALCEDO

CERVANTES

SUYO

ALILEM

STA. CRUZ

TAGUDIN

SUGPON

G. DEL PILAR

SIGAY

STA. LUCIA

BALACBAC

KAPAKAK

PATONG

TO ABRA

CASILI

LAPOG BAY

SALAMAGUE

DACLABANO

SALAMAGUE 1

SULVEC PT.

BAYANGGUI

DAN-AR

QUINIBU

DILI

KIMPUSA

CABUGAO

BUTAC

DARDARAT

TO BENGUET

VIGAN CITY

TAYUG

SAN MANUEL

ASINGAN

STA MARIA

ROSALES

BALUNGAO

SAN NICOLAS

NATIVIDAD

SAN QUINTIN

UMINGAN

LAOAC

SAN JACINTO

MAPANDAN

MANAOAG

STO TOMAS

ALCALA

BAUTISTA

SAN FABIAN

DAGUPAN CITY

BASISTA

URBIZTONDO

MANGALDAN

BAYAMBANG

MALASIQUI

STA. BARBARA

CALASIAO

POZZOROBIO

BINALONAN

VILLASIS

URDANETA CITY

SISON

Hundred Islands

ANDA

BOLINAO

Santiago Island

BUGALLON

SUAL

LABRADOR

MABINI

ALAMINOS CITY

BURGOS

DASOL

INFANTA

AGNO

BANI

SAN CARLOS CITY

MANGATAREM

AGUILAR

BINMALEY

LINGAYEN

RABON

TO BAGUIO

ARTACHO

ESPERANZA

MABILAO

BOLASI

LABAYUG

SAN ROQUE

SAN ROQUE

NUEVA VISCAYA

NUEVA ECIJA

TO TARLAC

TO TARLAC

TO ZAMBALES

REGIONAL MAP of REGION I

SHOWING NATIONAL ROADS

AND DISTRICT BOUNDARIES

THIS SITE

NOT DRAWN TO SCALE

LOCATION MAP

SHEET NO.SET NO.APPROVED:RECOMMENDED:SUBMITTED:REVIEWED:

DRAFTED:

PREPARED:

SHEET CONTENTS:PROJECT NAME AND LOCATION:






REGIONAL DIRECTOR

DATE:


OIC- ASSISTANT REGIONAL DIRECTOR

DATE:



DATE:

ABRELAINE L. HIPOL

ENGINEER II

CATHERINE R. BANGAYAN

DRAFTSMAN II

JOSE B. EGUILOS, JR.

CHIEF, HIGHWAYS DESIGN SECTION

CONSTRUCTION / IMPROVEMENT OF ACCESS ROADS LEADING

TO DECLARED TOURISM DESTINATIONS (TOURISM ROAD

INFRASTRUCTURE PROGRAM - TRIP)

NAPIDAD VIEW DECK AND WATER FALLS OF TAKULAO MATALTALA

AND PAO, DUMALNEG, ILOCOS NORTE

00

LOCATION MAP

VICINITY MAP

3

AutoCAD SHX TextLA UNION 1st

AutoCAD SHX TextLA UNION 2nd

AutoCAD SHX TextILOCOS NORTE 1st

AutoCAD SHX TextILOCOS NORTE 2nd

AutoCAD SHX TextILOCOS SUR 2nd

AutoCAD SHX TextILOCOS SUR 1st

AutoCAD SHX TextPANGASINAN 1st

AutoCAD SHX TextPANGASINAN 2nd

AutoCAD SHX TextPANGASINAN SUB

AutoCAD SHX TextPANGASINAN 3rd

NOTE: QUANTITY OF VARIOUS WORK ITEMS ARE SUBJECT TO DECREASE OR INCREASE DEPENDING ON THE ACTUAL FIELD CONDITION

1. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT

IS POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE.

2. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN

THAT NO CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB.

3. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BAR SHALL BE SMOOTH ROUND STEEL BAR

FREE FROM RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT.

4. TYPE OF WEAKENED JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE

SHALL BE USED FOR THE WHOLE PROJECT.

5. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18OF BLACK

IRON FREE FROM RUST AND LINKS.

6. AT LEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS AS NORMAL JOINT SPACING SHALL BE PROVIDE

BEFORE OR AFTER AN EXPANSION JOINT.

7. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH 30-50

PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE HAD

BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC.

8. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT, SHALL BE CONTINUOUS FROM EDGE TO EDGE.

9. ALL LONGITUDINAL JOINT SHALL MEET AT INTERSECTION WITH NO GAPS OR OFFSET.

10. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED.

11. AVOID STOPPAGE OF FRAMEWORKS ALONG CURVES.

12. TRANSVERSE CONSTRUCTION (CONTACT) JOINT SHALL BE PROVIDE AT THE END OF ANY RUN WHERE

LAYING OF CONCRETE HAS BEEN STOPPED FOR THIRTY (30) MINUTES OR LONGER.

13. TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR LOCATION OF WEAKENED PLANE JOINTS WITH

DOWELS IF

JOINT OCCURS IN THE MIDDLE THIRD OF THE WEAKENED JOINT INTERVAL (1500-300mm) IT SHOULD BE

KEYED JOINTS WITH THE BARS.

1. FOR EFFECTIVE DRAINAGE, THE SLOPE OF EDGE OF PAVEMENT (S) SHALL BE 3% GRADE.

FOR GRAVEL SHOULDER AND 1.5% FOR CONCRETE SHOULDER.

2. e=s max. CAN BE TAKEN FROM TABLE OF DESIGN VALUE FOR SUPERELEVATION.

3. THE SLOPE OF SHOULDER SHALL ALWAYS FILL IN THE DIRECTION OF

THE OUTSIDE EDGE OF THE TRAVELLED WAY.

4. WHEN THE SUPER ELEVATION IS GREATER THAN 3% THEN THE SLOPE OF

LOWER SHOULDER SHALL BE THE SAME AS FOR THE TRAVELLED WAY.

5. WHEN SUPER ELEVATION IS 4% OR LESSER, THEN THE LOWER SHOULDER

SHALL HAVE A SLOPE OF 3%.

6. IF THE SUPER ELEVATION IS 5% THEN THE CROSS SLOPE OF THE HIGHER SHOULDER IS 2%.

BUT FOR A MAXIMUM SUPER ELEVATION OF 8%. THE SLOPE OF THE HIGHER SHOULDER WILL BE

-1%.

7. SUPER ELEVATION SHOWN ON THE PROFILE ARE BASED ON CONSTANT

6.10 PAVEMENT WIDTH AND NOT ON VARYING PAVEMENT WIDTH DUE WIDENING.

8. THE CROSS SLOPE OF SUB BASE IS ALWAYS FALLING.

9. ALGEBRAIC DIFFERENCE OF CROSSOVER SHOULD NOT EXCEED 7%.

10. FOR e> 7% SHOULDER SHOULD BE PAVED.

GENERAL NOTES

I. STANDARD SPECIFICATIONS

a) ALL WORKS SHALL COMPLY WITH DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES, AND AIRPORTS, VOLUME II,

REVISED 2013. SPECIAL PROVISIONS AND SUPPLEMENTAL SPECIFICATIONS PERTAINING TO THE PROJECT.

II. DIMENSIONS

III. STATIONINGS

a) THE ROAD STATIONING AND ELEMENTS OF CURVES ARE RELATIVE TO THE ULTIMATE

CENTERLINE OF THE ROAD.

b) EQUATION OF STATIONS WHEN USED (BACK STATION/AHEAD STATION) ARE PROVIDED AT THE

BEGINNING OR END OF THE CURVE AND/OR AT FULL STATION.

IV. HORIZONTAL CONTROL

a) BASIC TRAVERSE STATIONS WERE ESTABLISHED BASED ON EXISTING

PERMANENT STRUCTURES AT THE PROJECT SITE.

V. VERTICAL CONTROL

a) ELEVATIONS WERE ASSUMED AT THE FIRST BENCH MARK AT THE BEGINNING OF EACH SECTION OF THE PROJECT

b) BENCH MARKS WERE ESTABLISHED AT EXISTING UNDISTURBED STRUCTURES AT DIFFERENT INTERVALS

ALONG THE PROJECT.

VI. HORIZONTAL ALIGNMENT

a) THE HORIZONTAL ALIGNMENT SHOWN IN THESE DRAWINGS FOLLOWS THE LONGITUDINAL JOINT OF THE

PCC PAVEMENT (WHICH IS DEFINED AS THE EXISTING CENTERLINE) WITH MINOR DEVIATION DUE MAINLY

TO SOME CONSTRUCTION ERRORS DURING ORIGINAL CONSTRUCTION STAGE. MINOR ADJUSTMENT OF THE

HORIZONTAL ALIGNMENT MAY BE MADE AS DIRECTED BY THE ENGINEER TO SUIT THE ACTUAL

FIELD CONDITION.

VII. REMOVAL OF EXISTING STRUCTURES & OBSTRUCTIONS

1. ALL WORKS SHALL COMPLY WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS AND HIGHWAYS, 2013.

2. PORTIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS. IRRIGATION CHANNELS, TELEPHONE POST AND

TRUNKLINES, ETC. THAT MAY CAUSE OBSTRUCTION TO THE CONSTRUCTION OF THIS PROJECT SHALL BE RELOCATED BY

THE ENTITY OR OWNER CONCERNED, EXTREME PRECAUTION SHALL BE EXERCISED BY THE CONTRACTOR NOT TO

DAMAGE ANY SECTION OF THE EXISTING PUBLIC UTILITIES DURING CONSTRUCTION. ANY REPAIR OF DAMAGE THEREOF

SHALL BE ON THE ACCOUNT OF THE CONTRACTOR,ANY REMOVAL OF MISCELLANEOUS STRUCTURES THAT MAY BE

REQUIRED SHALL BE CONSIDERED SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT ITEM. NO DIRECT PAYMENT

SHALL BE MADE FOR THIS WORK EXCEPT FOR SPECIFIC ITEMS EXPLICITLY FOR PAYMENT IN THE BID SCHEDULE.

VIII. DRAINAGE STRUCTURES

1. EXACT LOCATIONS, SLOPES, OUTFALLS, AND INVERT ELEVATIONS OF DRAINAGE STRUCTURES SHALL BE CHECKED

IN THE FIELD BY THE ENGINEER. MINOR ADJUSTMENT MAY BE MADE WITH THE APPROVAL OF THE ENGINEER TO SUIT

ACTUAL FIELD CONDITIONS.

2. ANY REVISIONS REMOVAL AND /OR RELAYING OF DRAINAGE STRUCTURE AS DIRECTED BY THE ENGINEER TO SUIT

EXISTING FIELD CONDITIONS SHALL BE CONSIDERED AS SUBSIDIARY WORK PERTAINING TO OTHER

CONTRACT ITEMS NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK UNLESS OTHERWISE SPECIFICALLY

IDENTIFIED FOR PAYMENT IN THE BID SCHEDULE.

3. EXISTING DRAINAGE STRUCTURES OR PART THEREOF REMOVED BY THE CONTRACTOR THAT ARE STILL

SERVICEABLE SHALL BE TURNED 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.

IX. STRUCTURAL CONCRETE STRUCTURES

IX.1) CONCRETE

a) UNLESS OTHERWISE INDICATED ON THE PLANS. THE MINIMUM CYLINDER STRENGTH OF

STRUCTURAL CONCRETE AT 28 DAYS SHALL BE 21.00 MPa.

b) THE MINIMUM COVERING FOR SURFACE OF CONCRETE TO THE FACE OF THE NEAREST BAR SHALL BE 50mm.

ALL CONCRETE SHALL BE POURED WHERE THERE IS A PERMISSIBLE WEATHER CONDITION AND NO OTHER

ENVIRONMENT HAZARD WILL AFFECT THE POURING.

IX.2) REINFORCING STEEL

a) REINFORCING BARS FOR ALL STRUCTURES SHALL BE GRADE 60 (FY=414 MPa) FOR BARS LARGER THAN

16 MM DIAMETER . GRADE 40 ( Fy=275.8 MPa) FOR BARS 16 MM. DIAMETER OR SMALLER. ALL REBARS SHALL BE

FREE OF MILL SCALES, OIL OR ANY SUBSTANCE THAT MAY IMPAIR/WEAKER BOND WITH CONCRETE.

IX.3) REINFORCING BAR SPLICING

WHERE SPLICING IS PERMITTED THE MINIMUM LAP LENGTH OF BARS SHALL BE AS PER AASHTO ARTICLE 8.32 ALL

SPLICES SHALL BE STAGGERED AT LEAST 40 BAR DIAMETER. WHERE BUTT WELD IS USED INLIEU OF LAPPED

CONNECTIONS, THIS SHALL DEVELOP AT LEAST 125% OF THE SPECIFIED YIELD STRENGTH OF THE REINFORCING

STEEL BAR. REINFORCING BARS SHALL BE ACCURATELY FORMED TO THE SHAPES AND DIMENSIONS INDICATED ON

THE PLAN UNLESS OTHERWISE PERMITTED. ALL REINFORCING BARS REQUIRING BENDING SHALL BE BENT COLD.

WHEN REINFORCING BARS ARE BENT BY HEATING THE ENTIRE OPERATION SHALL BE APPROVED BY THE

ENGINEER.

XI. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP)

SIZE OF

BARS

END HOOKSSTIRRUP & TIE

STIRRUP TIE

10

12

16

180° 90° 90° 135° 135°

125

150

175

150

200

250

100

113

150

100

113

138

125

163

200

A

db

Do

db

A

A

db

END HOOK

STIRRUP & TIE HOOK

db

D

db

D

STIRRUP TIE

D = 4 db for db < 20

D = 6 db for db > 30

Do = 6 db for db < 30

Do = 8.7 db for db > 30

X. SLOPE/EMBANKMENT PROTECTION WORKS (GROUTED RIPRAP/STONE MASONRY)

1. FOUNDATION OF EMBANKMENT PROTECTION WORKS SHALL SIT ON A FIRM AND STABLE

FOUNDATION. ALLOWABLE SOIL BEARING CAPACITY SHALL NOT LESS THAN 196 KPa. SOIL BORING

TEST SHALL BE CONDUCTED DURING CONSTRUCTION TO VERIFY THE ACTUAL SOIL BEARING CAPACITY

OF SOIL SPOTS UNDER IF THE RESULT IF SOIL TEST REVEALS THAT BEARING CAPACITY IS BELOW

WHAT IS REQUIRED.THE FOUNDATION SHALL BE REMOVED AND REPLACED WITH SUITABLE BEDDING

MATERIALS OR CONCRETE CLASS "B".

2. SOFT SPOTS BETWEEN THE CUT FACE AND SLOPE/ EMBANKMENT PROTECTION WALLS MUST BE

FILLED WITH ROCKS OR SUITABLE MATERIALS SUCH BACKFILL MATERIALS PLACED BEHIND THE WALL

SHALL BE FREE DRAINING AND NON EXPANSIVE AND WATER SHALL BE DRAINED BY WEEPHOLES PLACES

AT SUITABLE INTERVALS AND ELEVATIONS.

3. THE DEPTH OF PENETRATION SHALL BE MEASURED FROM THE LEVEL OF THE ORIGINAL GROUND

SURFACE AND SHALL NOT INCLUDE EXCAVATED MATERIALS

4. THE THICKNESS OR DIAMETER OF STONES FOR STONE MASONRY SHALL NOT BE LESS THAN 150mm.

XII. CROSS SLOPE

BEFORE THE START OF ACTUAL CONSTRUCTION, THE AS- STAKED PLAN SHALL BE SUBMITTED TO THE REGIONAL OFFICE IN ORDER

THAT IMMEDIATE STEPS MAY BE UNDERTAKEN TO CORRECT OR ADJUST WHATEVER APPRECIABLE DEVIATION THERE MAY BE FROM

THE ORIGINAL PLAN. THE REFERENCE FOR IMPLEMENTATION SHALL BE THE AS- STAKED PLAN.

A) HOOKS AND BENDS

HOOKS AND BENDS SHALL BE AS SHOWN IN THE FOLLOWING TABLE

Do

C E R T I F I C A T I O N

This is to certify that the Detailed Engineering Surveys and Designs for the project CONSTRUCTION/IMPROVEMENT OF ACCESS ROADS LEADING

TO DECLARED TOURISM DESTINATIONS, NAPIDAD VIEW DECK AND WATER FALLS OF TAKULAO MATALTALA AND PAO

with Project ID No.______had been conducted in accordance with the DPWH Standards and Specifications, 2013 edition.

This Certification is being issued for all legal intents and purposes.

Given this ____ day of ____________, year ______.


Chief, Planning and Design Division

SUMMARY OF QUANTITIES

a) UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS WHICH INCLUDES STATIONING, DISTANCE BETWEEN CONTROL

POINTS AND DIMENSIONS OF PIPES AND BOX CULVERTS AS SHOWN IN THE PLAN PROFILE,AND CROSS SECTION ARE IN

METER AND THE UNIT OF MEASURE AS SHOWN IN THE DETAILS OF STRUCTURES

ARE IN MILLIMETERS.


DRAFTED:

PREPARED:







REGIONAL DIRECTOR

DATE:



DATE:



DATE:

ABRELAINE L. HIPOL

ENGINEER II


DRAFTSMAN II








00


DRAFTED:

PREPARED:







REGIONAL DIRECTOR

DATE:



DATE:



DATE:

ABRELAINE L. HIPOL

ENGINEER II


DRAFTSMAN II








00

4

SUMMARY OF QUANTITIES

GENERAL NOTES

3.051.00 3.05 1.00

15.00

1

1.5

SLOPE -1.5%

SLOPE -1.5%

S= -2.0% S= -2.0%

ITEM 102 - Excavation

ITEM 200(1) - Aggregate Subbase

Course, thk=200mm

ITEM 105(1)a - Subgrade Preparation

NGL

ITEM 506(1)a - Stone Masonry

Brace Wall

600(4) - Curb and Gutter

ITEM 102 - Excavation

ITEM 200(1) - Aggregate Subbase

Course, thk=200mm

ITEM 105(1)a - Subgrade Preparation

ITEM 506(1)a - Stone Masonry,

Slope Protection with Parapet Wall

RROW

BOUNDARY

RROW

BOUNDARY

TYPICAL CROSS SECTION W/ STONE MASONRY

S C A L E 1 : 40 m

DETAIL OF STONE MASONRY W/ CURB AND GUTTER

S C A L E 1 : 10 m

0.1

5

ITEM 506(1)a - Stone Masonry,

Brace Wall

ITEM 311(1)a - PCCP Shoulder

thk=150mm

600(4) - Curb and Gutter

TYPICAL ROADWAY SECTION


DRAFTED:

PREPARED:







REGIONAL DIRECTOR

DATE:



DATE:



DATE:

ABRELAINE L. HIPOL

ENGINEER II


DRAFTSMAN II








00

5

ITEM 311(1)c1 - PCC Pavement

thk=230mm

ITEM 311(1)a - PCC Pavement

Shoulder, thk=150mm

SEE DETAIL A

SEE DETAIL BSEE DETAIL B

01.pdfSheets and ViewsModel




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