Amendment 0001 Plans - AC-905579_HWY-483 - Full-Size Part 1 of 2.pdf
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- Attached to
- Landslide Repairs in Morovis, Puerto Rico
- Solicitation number
- 693C73-24-B-000015
About this file
This document is Amendment 0001 to the plans for the Landslide Repairs in Morovis, Puerto Rico project, Solicitation Number 693C73-24-B-000015.
The project consists of repairing landslides and washouts caused by Hurricanes Irma and Maria on PR-155 and PR-159 in Morovis, Puerto Rico. The work includes embankment reconstruction, shotcrete wall construction, soil nail wall construction, Reinforced Soil Slope (RSS) system construction, gabion wall construction, Mechanically Stabilized Earth (MSE) retaining wall construction, drainage system installation, milling and overlay, pavement reconstruction, pavement markings, removal and replacement of guardrails, signage, maintenance of traffic (MOT), and other miscellaneous work. The project will be split into multiple work schedules/contract options, with the cost of the entire project expected to fall within the price range of $10,000,000 to $15,000,000. The solicitation documents will be issued on or about July 23, 2024, with bids due on a date to be specified. The contract opportunity is set aside for certified Small Business Concerns only. The contracting agency is the Department of Transportation Federal Highway Administration.
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ER-483
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
COMMONWEALTH OF PUERTO RICO
DATE
DATE
DATE
DATE
DATE
DR. ANGEL J. ALICEA RODIGRUEZ, P.E.
LISSETTE LUGO COLON, P.E.
CARLOS LLOVERAS MATTEI
MARIA I. AYALA RIVERA, P.E.
DATE
DR. ANGEL J. ALICEA RODIGRUEZ, P.E.
DR. EDWIN E. GONZALEZ MONTALVO, PE
DATE R E V I S I O N S
FI
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
ER-HWY-483 PR-155 Km. 35
MOROVIS, P.R.
DATE R E V I S I O N S
FI
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
ER-HWY-483
(PR-155, Km 35.0)
PR-155, FROM KM. 35.0 MOROVIS, PR
SCALE: 1:1500
GRAPHIC SCALE = 1:5,000
DATE R E V I S I O N S
FI
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
ER-HWY-483 PR-155 Km. 35
MOROVIS, P.R.
PAVEMENT & REINFORCED SOIL SLOPE TYPICAL SECTION
GRAPHIC SCALE= 1:50
PAVEMENT RECONSTRUCTION DETAIL 1PAVEMENT REHABILITATION DETAILTEMPORARY TRANSITION RAMP DETAILPERMANENT TURF REINFORCEMENT MAT DETAIL
GRAPHIC SCALE = 1:150DATE R E V I S I O N S
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
NOT TO SCALE
FI
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
ER-HWY-483 PR-155 Km. 35
GRAPHIC SCALE = 1:150
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
ER-HWY-483 PR-155 Km. 35
FLAGGER
TRAFFIC SIGN LOCATION
TRAFFIC FLOW
WORK AREA
LOCATION NUMBER
CODE NUMBER
PLASTIC DRUMS
LEGEND:CONSTRUCTION SCHEDULE
CONSTRUCTION:
1. IMPLEMENT THE WORK ZONE TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE
MAINTENANCE OF TRAFFIC INDICATED ON THE PLANS
2. THE DETAILS SHOWN SHALL BE USED IN BOTH DIRECTIONS.
TRAFFIC:
1. THE TRAFFIC WILL BE FLOWING AS INDICATED ON THE MAINTENANCE OF TRAFFIC USED FOR THE
CONSTRUCTION AREA.
2. ALL WORK TO BE PERFORMED SHALL BE COORDINATED WITH THE TRAFFIC ENGINEERING OFFICE
PERSONNEL.
3. NO WORK SHALL BE ALLOWED DURING PEAK HOURS. THE PEAK HOURS ARE DEFINED AS 6:00 AM -
9:00 AM AND 3:00 PM - 6:00 PM FROM MONDAY TO FRIDAY.
4. ALL ACTIVITIES PROPOSED FOR THE PROJECT THAT AFFECT THE NORMAL FLOW OF TAFFIC, SHALL BE COORDINATED WITH ALL PROJECTS THAT ARE WITHIN A COVERAGE RADIUS OF TWO MILES OF
THE WAY THAT THEY DO NOT AFFECT EACH OTHER.
5. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER THE ACCESS POINTS FOR
CONSTRUCTION VEHICLES. INSTALL SIGN W8-6 (TRUCK CROSSING - 36" X 36") TO ALERT ROAD USERS
OF LOCATIONS WHERE UNEXPECTED TRAVEL BY CONSTRUCTION VEHICLES MIGHT OCCUR.
1. THE FOLLOWING CONSTRUCTION SCHEDULE AND SPECIAL INSTRUCTIONS SHALL BE
FOLLOWED, IN ORDER TO MAINTAIN TRAFFIC FLOW WITH "THE LEAST POSSIBLE INTERFERENCE
FROM CONSTRUCTION OPERATIONS".
2. TYPICAL APPLICATIONS ARE SUMITTED FOR THE TEMPORARY TRAFFIC CONTROL ACTIVITIES
FOR A VARIETY OF SITUATIONS COMMONLY ENCOUNTERED. IT IS REQUIRED FROM THE
ENGINEER TO ADJUST THESE GUIDELINES TO FIELD CONDITIONS.
3. SPECIFIC SITUATIONS NOT COVERED BY THESE APPLICATIONS SHALL BE BROUGHT UP TO THE
ENGINEER FOR APPROPIATE DIRECTION AND CLARIFICATION 10 DAYS BEFORE THE BEGINNING
OF THE CONSTRUCTION WORK IN THAT AREA.
4. THE CONTRACTOR SHALL OBTAIN THE ORDER TO PROCEED PRIOR TO THE COMMENCEMENT
OF ANY WORK INCLUDING THE INSTALLATION OF THE TEMPORARY CONSTRUCTION SIGNS.
6. THE LENGTH OF THE LANE CLOSURE WOULD BE RESTRICTED, TO THE MINIMUM NECESSARY TO
ACCOMPLISH THE WORK SAFELY, EFFICIENTLY AND WITHIN CONTRACTOR CAPACITY.
GENERAL NOTES:
1. NO WORK OTHER THAN MOBILIZATION, TRAFFIC CONTROL AND PROJECT OFFICE, SHALL BE PERFORMED
UNTIL THE PROGRESS SCHEDULE IS APPROVED BY THE ENGINEER.
2. ALL TEMPORARY CONTROL DEVICES SHALL COMPLY WITH THE SUPPLEMENTAL SPECIFICATION NUMBER
638-"MAINTENANCE AND PROTECTION OF TRAFFIC" OF THE STANDARD SPECIFICATION FOR ROAD AND
BRIDGE CONSTRUCTION, 2005 EDITION, MUTCD 2009 AND DTPW MANUAL 2020.
3. EQUIPMENT, MATERIALS AND OTHER DEVICES USED FOR CONSTRUCTION SHALL BE REMOVED FROM THE
ROADWAY AFTER WORK HOURS AND SHALL BE STAGED A MINIMUM OF 10 METERS FROM THE TRAVEL WAY.
4. THE DRUM SPACING SHALL BE 2.5 METERS.
5. ANY ALTERATION TO THE SCHEDULE THAT MAY IMPROVE TRAFFIC OPERATIONS WITHIN THE
CONSTRUCTION AREA, IN ACCORDANCE WITH THE CURRENT MUTCD AND WITH NO ADDITIONAL COST TO
THE AUTHORITY, SHALL BE SUBMITTED TO THE ENGINEER AT LEAST TWENTY ONE(21) CALENDAR DAYS IN
ADVANCE TO THE PROPOSED DATE OF IMPLEMENTATION FOR REVIEW. IF THE PROPOSED ALTERATION IS
APPROVED IT SHALL BE IMPLEMENTED AS DIRECTED BY THE ENGINEER.
6. THE CONTRACTOR CAN PERFORM, WITH THE APPROVAL OF THE ENGINEER, SEVERAL SIMULTANEOUS
ACTIVITIES WITHIN A PHASE, AND AS PERMITTED BY THE CONTRACT PROPOSAL QUANTITIES ON THE
TRAFFIC CONTROL ITEMS.
7. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER THE INSTALLATION OF TEMPORARY TRAFFIC
CONTROL DEVICES FOR EACH PHASE AT LEAST FOURTEEN (14) CALENDAR DAYS IN ADVANCE FOR THE
RELEASE OF PUBLIC NOTICE. THE CONTRACTOR SHALL NOT COMMENCE ANY OF THE CONSTRUCTION
PHASES WITHOUT A PUBLIC NOTICE IS ISSUED OR WITHOUT DIRECT CONSENT FROM THE ENGINEER.
8. THE CONSTRUCTION SIGNS INSTALLATION SHOULD BE IN ACCORDANCE TO THE TEMPORARY TRAFFIC
SIGNS MOUNTING DETAILS, SHEET NO. MPT-23 OF THE PRHTA STANDARD DRAWING REV. JUNE 2012.
9. THE CONTRACTOR SHALL FURNISH TEMPORARY TRAFFIC CONTROL DEVICES THAT MEET NCHRP 350
CRITERIA FOR THE APPLICABLE CRASHWORTHINESS STANDARD.
10. DURING THE CONSTRUCTION OPERATIONS, THE CONTRATOR SHALL TAKE ALL THE NECESSARY
PRECAUTIONS AND MEASURES TO AVOID FALLING DEBRIS, TOOLS, EQUIPMENT OR ANY OTHER MATERIALS
INTERFERE OR IMPACT THE MOTORING PUBLIC IN THE ROADWAY. ALL THE MATERIALS, LABOR EQUIPMENT, AND WORK NECESSARY FOR IMPLEMENTING THIS REQUIREMENT IS SUBSIDIARY OBLIGATION OF THE
CONTRACT UNDER EXISTING PAY ITEMS.
11. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO ADJACENT PROPERTIES DURING
CONSTRUCTION. THIS WORK WILL REQUIRE COORDINATION WITH BUSINESSES AND PRIVATE OWNERS. ALL
THE MATERIALS, LABOR, EQUIPMENT, AND WORK NECESSARY FOR IMPLEMENTING THIS REQUIREMENT IS
SUBSIDIARY OBLIGATION OF THE CONTRACT UNDER EXISTING PAY ITEMS.
12. TEMPORARY CONCRETE BARRIER END SECTION SHALL COMPLY WITH DRAWING NO. MPT-03 OF THE PRHTA
STANDARD. DRAWING REV. JUNE 2012.
13. NO EXCAVATION AND/OR PAVEMENT DROP-OFF SHALL REMAIN OPEN WITHIN THE TRAVELED WAY WHEN
THE CONTRACTOR OR ITS PERSONNEL IS NOT WORKING AND PHYSICALLY PRESENT AT THE WORK SITE.
14. IN CASE THAT THE WORKS AFFECTED THE EXISTING LUMINARY THE CONRACTOR SHALL PROVIDE
ADEQUATE ILLUMINATION IN THE AFFECTED AREA BUT THE GLARE OF THE SAME NO AFFECT THE VISIBILITY
OF THE DRIVERS.
15. TEMPORARY CONCRETE BARRIER SHALL BE USED TO PROTECT VEHICULAR TRAFFIC FROM EXCAVATION
OR PAVEMENT DROP-OFF AREAS EQUAL OR GREATER THAN 0.30 METERS DEEP THAT WILL REMAIN OPEN
FOR A DURATION OF MORE THAN ONE DAY, AS APPROVED BY THE ENGINEER.
16. IN ALL CONSTRUCTION OPERATIONS UNDER THIS CONTRACT, ALL PRECAUTIONS SHALL BE EXERCISED IN
ORDER THAT THE MOVEMENT OF EQUIPMENT AND CONSTRUCTION WORK SHALL BE PERFORMED IN SUCH
A WAY AS TO AVOID UNNECESSARY INCONVENIENCES TO TRAFFIC.
17. PROVISIONAL SIGNING AND TRAFFIC CONTROL SHALL BE AS PROVIDED IN THE D.P.T.W. MANUAL 2020.
18. ALL TRAFFIC CONTROL DEVICES SHOULD BE CLEANED, REPAINTED, REFLECTORIZED OR REPLACED AS
NECESSARY TO PROVIDE ADEQUATE VISIBILITY AND LEGIBILITY AT ALL TIME
19. THE PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY IT DOES RESERVES THE RIGHT TO STOP
THE WORKS AT ANY TIME IF THE CONTRACTOR DO NOT COMPLY WITH THE MAINTENANCE OF TRAFFIC AND
THE SAFETY REGULATIONS.
20. ALL TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH MASH JUNE 2018 STANDARD.
21. THE CONTRACTOR MUST MAINTAIN OPEN THE ROAD TO THE PUBLIC IN SAFE CONDITIONS IN ACCORDANCE
WITH SPECIFICATION 403-3.03 (THE UNEVENNESS IN THE ASPHALT MUST BE EQUAL TO OR LESS THAN 1 1/2").
DATE R E V I S I O N S
FI
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
ER-HWY-483 PR-155 Km. 35
MOROVIS, P.R.
RECOMMENDED DISTANCE BETWEEN SIGNS
CONSTRUCTION SCHEDULE TABLE
CONSTRUCTION
PHASE ACTIVITY TYPE DESCRIPTION APLICABLE TYPICAL
APPLICATION DIAGRAM
WORKING
HOURS
PHASE 1 1,3
9AM TO 3PM
9AM TO 3PM
9AM TO 3PM
PHASE 2 2,4
9AM TO 3PM
9AM TO 3PM
9AM TO 3PM
PHASE 3 2,4
9AM TO 3PM
9AM TO 3PM
9AM TO 3PM
PHASE 4 2,4,7
9AM TO 3PM
9AM TO 3PM
9AM TO 3PM
PHASE 5 2,4,7
9AM TO 3PM
9AM TO 3PM
9AM TO 3PM
MOT IMPLEMENTATION :
1. INSTALL TEMPORARY CONTROL TRAFFIC DEVICES.
2. INSTALLATION OF TEMPORARY CONSTRUCTION SIGNS.
3. INSTALLATION OF DRUMS TEMPORARY CONCRETE
BARRIER (WHERE APPLIES).
LANDSLIDE REPAIRS:
1. INSTALLATION OF EROSION CONTROL MEASURES
(WHERE APPLIES).
2. EARTHWORKS.
3. INSTALL TEMPORARY CONTROL TRAFFIC DEVICES.
ROADSIDE SAFETY IMPROVEMENT:
1. REMOVAL OF EXISTING GUARDRAIL (WHERE APPLIES).
2. INSTALLATION OF NEW GUARDRAIL.
3. INSTALL TEMPORARY CONTROL TRAFFIC DEVICES.
PAVEMENT REHABILITATION:
1. COLD MILLING OF ASPHALT PAVEMENT.
2. RECONSTRUCTION OF PAVEMENT.
3. NEW ASPHALT PAVEMENT.
4. INSTALL TEMPORARY CONTROL TRAFFIC DEVICES.
TRAFFIC SIGNING AND PAVEMENT MARKING:
1. REMOVAL OF EXISTING PAVEMENT MARKING.
2. REMOVAL OF EXISTING TRAFFIC SIGNING.
3. INSTALLATION OF NEW TRAFFIC SIGN (WHERE APPLIES).
4. INSTALLATION OF NEW PAVEMENT MARKING (WHERE APPLIES).
5. INSTALL TEMPORARY CONTROL TRAFFIC DEVICES.
N ot e:
T he M
O T is p ai d fo r a t c on tra ct lu m p su m p ric e, w hi ch is d es cr ib ed in th e
SC
R
, M O
T pl an s, a nd a ll th e ne ce ss ar y ite m s to fu lfi ll th e
M O
T.
T he c on tra ct or s ha ll co ns id er a ny a dd iti on al it em s or q ua nt iti es th at m ay b e ne ed ed to e st ab lis h th e
M O
T in th ei r p ric e pr op os al
NOTES:
TYPICAL APPLICATION 1
RIGHT LANE CLOSURE
TYPICAL APPLICATION 2
RIGHT LANE CLOSURE
(WITH TEMP. CONCRETE BARRIERS)
LEGEND:
TYPICAL APPLICATION 3
LEFT LANE CLOSURE
TYPICAL APPLICATION 4
LEFT LANE CLOSURE
(WITH TEMP. CONCRETE BARRIERS)
DATE R E V I S I O N S
FI
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
CONSTRUCTION SIGNS:
TRABAJO
EN
CARRETERA
ADELANTE
TERMINA
TRABAJO EN
CARRETERA
CARRETERA
DE
UN CARRIL
300 MTS.
CRUCE
DE
CAMIONES
TYPICAL APPLICATION 6
LEFT LANE CLOSURE
(FOR NIGHT-TIME AND WEEKENDS
SEE NOTE 5)
CEDA
TYPICAL APPLICATION 5
RIGHT LANE CLOSURE
(FOR NIGHT-TIME AND WEEKENDS
SEE NOTE 5)
TYPICAL APPLICATION 7
LANE WITH COLD MILLING 2"
WITH OPEN LANE
ADELANTE
CEDA
ADELANTE
DATE R E V I S I O N S
FI
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
ER-HWY-483 PR-155 Km. 35
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
ER-HWY-483 PR-155 Km. 35
NOT TO SCALE
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
ER-HWY-483 PR-155 Km. 35
MOROVIS, P.R.
GRAPHIC SCALE = 1:150
ROAD IMPROVEMENTS WORKS QUANTITY SUMMARY
SPEC. PAY ITEM QUANTITY UNIT
304 AGGREGATE BASE COURSE CLASS A 26 CuM
SP401 HOT PLANT-MIX BITUMINOUS PAVEMENT S(75)(38) 67 TON
SP401 HOT PLANT-MIX BITUMINOUS PAVEMENT B(75)(1) 15 TON
606 W-BEAM GUARDRAIL, SINGLE FACE (MASH JUNE 2018) 83 LnM 609 CONCRETE CURB AND GUTTER, TYPE F 78 LnM
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
ER-HWY-483 PR-155 Km. 35
MOROVIS, P.R.
REINFORCED EARTH SLOPE DETAIL
NOTES:
VEGETATED WIRE MESH FACING SYSTEM TYP. DETAILVEGETATED WIRE MESH FACING SYSTEM PROFILE - ALIGNMENT NO.2
DESIGN REFERENCES:
Ɵ ˚
Ɵ ˚
Ɵ ˚ kh
GEOTECHNICAL AND LOADING ASSUMPTIONS:
FPGA
As
Tu
RF id
RFd
RFc
RFa
Rc
GRAPHIC SCALE= 1:50
VEGETATED WIRE
MESH FACING SYSTEM
(9'x9.8'xC'-60º)
BACKFILL
STRUCTURAL
GEOGRID
LE
N
AM
E:
PR
HIGHWAYAC. PROJECT
PROJECT NO.
FED AID H'WAY
CODE NO. MUNICIPALITY ISLAND SHEET
YEAR
FISCAL
NO.
TOTAL
SHEETS
LANDSLIDE AND ROAD DAMAGE REPAIR PLANS
MOROVISAC-905579 PR-155 PR 2023ER-9999(423)
PUERTO RICO HIGHWAY AND
TRANSPORTATION AUTHORITY
ER-HWY-483 PR-155 Km. 35
MOROVIS, P.R.
DRAINAGE PIPE LAYOUT DETAIL DRAINAGE GEOCOMPOSITE DETAIL
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