Plans_Sch A_AC-815579 - PR ER PRMNT RPR (9).pdf

PDF 9 MB Posted

Attached to
Landslide Repairs - West Region Contract 1
Solicitation number
693C73-22-R-000006
Issued by

About this file

Written by GovTribe AI ·

This is a Request for Proposal for landslide repair construction services on multiple routes in Puerto Rico. The project consists of embankment restoration, retaining walls, drainage repairs, and other work to address damage from Hurricanes Irma and Maria. The work will be split among multiple schedules with a total project cost between $1 million and $5 million. Proposals from small businesses are due in October 2022. Offerors must demonstrate landslide repair experience and follow submission instructions for technical and price proposals. The contract will be awarded to the lowest priced technically acceptable bidder.

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Other files

File Type Posted
Amendment 0003 - PR ER PRMNT RPR (9).pdf PDF
Amendment 0002 - PR ER PRMNT RPR(9).pdf PDF
Amendment 0001 - PR ER PRMNT RPR (9).pdf PDF
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Report_Geotechnical_ER-HWY-72.pdf PDF
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Plans_Sch A_AC-812579 - PR ER PRMNT RPR(9).pdf PDF
Report_Lead_AC-882579_Site 361.pdf PDF
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PRHTAs Standard Drawings.pdf PDF
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DATE

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DATE

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ALEXANDRA VELAZQUEZ DELGADO

LISSETTE LUGO COLON

EDUARDO F. RUIZ VELEZ

ALEXANDRA VELAZQUEZ DELGADO

CARLOS A. LLOVERAS MATTEI

ROSANA M. AGUILAR ZAPATA

HIGHWAY & TRANSPORTATION AUTHORITY

COMMONWEALTH OF PUERTO RICO

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS

ER-HWY-71, PR-119, KM 56.9

X = 137891.796570 Y = 242923.515819

A R C H I T E C T S &

E N G I N E E R S LLC

1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico

00968-2612 Tel: 787-792-1509

E-mail: cma@cmapr.com www.cmapr.comLANDSLIDE AND ROAD DAMAGE EVALUATION

AND REPAIR RECOMMENDATIONS

ER-HWY-71 KM 56.9

MUNICIPALITY OF LAS MARIAS, PUERTO RICO

PR-119

A.C. CODE NO. 815579

ORACLE NO. RCN1599579

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SAN JUAN

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PONCE

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ARECIBO

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BAYAMON

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HUMACAO

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GUAYAMA

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CAROLINA

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PROJECT

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SCHEDULE OF DRAWINGS

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TOTAL LENGTH OF PROJECT

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%%ULOCATION PLAN

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GUAYNABO

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SAN SEBASTIAN

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AutoCAD SHX Text THESE PLANS AND WITH ALL SPECIAL PROVISIONS AND INSTRUCTIONS INCLUDED IN THE CONTRACT BOOK.

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ALL WORK ON THIS PROJECT SHALL BE PERFORMED AND ALL MATERIALS SHALL BE IN STRICT

AutoCAD SHX Text ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND GENERAL

AutoCAD SHX Text PROVISIONS APPROVED BY THE PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY IN 2005 AND

AutoCAD SHX Text SUBSEQUENT AMENDMENTS IN EFFECT AT THE TIME OF BIDDING, WITH THE STANDARD DRAWINGS, WITH

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%%UNOTE:

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HIGHWAY DESIGN CODE

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STRUCTURES DESIGN CODE

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DESIGN CLASS CODE (PRHTA GENERAL DESIGN STANDARS)

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FUNCTIONAL HIGHWAY CLASSIFICATION (AASHTO)

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FUNCTIONAL HIGHWAY CLASSIFICATION (PRHTA)

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CONTROL OF ACCESS (FULL, PARTIAL, NONE)

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NONE

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GENERAL DESIGN CRITERIA

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LOCAL

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P.R. HIGHWAY DESIGN MANUAL (1979), AASHTO "A POLICY GEOMETRIC DESIGN OF

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LOCAL RURAL ROAD

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AASHTO LRFD BRIDGE SPECIFICATION, 2012 AND INTERIMS

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HIGHWAYS AND STREET 2011

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FINAL CHECK

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WORK

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DESIGN

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DRAWING

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RPS&E 4

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FISCAL

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HIGHWAY

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LAS MARIAS

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AC-815579

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PR-119

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ER-9999(395)

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RCN1599579

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SUBMITTED:

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RECOMMENDED AND APPROVED:

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DIRECTOR, PROGRAMMING AND SPECIAL STUDIES AREA

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DIRECTOR, TRAFFIC ENGINEERING AND OPERATIONS AREA

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DIRECTOR, CONSTRUCTION AREA

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ACTING DIRECTOR, DESIGN AREA

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DIRECTOR, ESTIMATES AND BIDS OFFICE

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EXECUTIVE DIRECTOR

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PREPARED BY

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AutoCAD SHX Text ENG. JOSE A. CARRO LIC. No. 12676

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ER-HWY-71 PR-119, (56.9)

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LAS MARIAS

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%%USHEET NO.

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%%UDESCRIPTION

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%%UDWG. NO.

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GENERAL

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GR-01 - GR-08

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SOIL EROSION AND SEDIMENT CONTROL PLAN

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EC-01 - EC-02

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P.R.E.P.A. UTILITIES PLANS

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ER-HWY-71 PR-119, KM 56.9

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SOIL SURVEY PLAN AND BORING LOGS

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SS-01

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TRAFFIC SIGNING & PAVEMENT MARKING

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CROSS SECTIONS

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CS-01

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ROADSIDE DEVELOPMENT PLANS

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P.R.A.S.A. UTILITIES PLANS

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USER:

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DATE:

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JVP

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18112-3\GR-01.DWG

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GABION WALL NO.1 PROFILE

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PP-02

AutoCAD SHX Text R159999579

1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico 00968-2612

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

GENERAL

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MAINTENANCE OF TRAFFIC

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SOIL SURVEY PLAN AND BORIGN LOGS

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LAYOUT AND PAVEMENT PLAN

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SOIL EROSION AND SEDIMENT CONTROL PLAN

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P.R.E.P.A. UTILITIES PLAN

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TRAFFIC SIGNING & PAVEMENT MARKING

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CROSS SECTIONS PLANS

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TREE INVENTORY & MITIGATION PLANS

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LAND ACQUISITION PLANS

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TELECOMMUNICATION UTILITIES PLAN

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P.R.A.S.A. UTILITIES PLAN

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REVISIONS

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DATE

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PUERTO RICO

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LAS MARIAS

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FINAL CHECK

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WORK

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DESIGN

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DRAWING

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TRACED

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BY

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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CMA# 18112-3

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INDEX OF DRAWINGS

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GR

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LANDSLIDES AND ROAD DAMAGE REPAIR

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ER-HWY-71, HIGHWAY PR-119 KM 56.9

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RPS&E 4

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SCALE:

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FISCAL

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HIGHWAY

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LAS MARIAS

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AC-815579

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PR-119

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ER-9999(395)

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RCN1599579

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USER:

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DATE:

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FILE:

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JVP

AutoCAD SHX Text 08/06/2020

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18112-3\GR-02.DWG

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NTS

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GR-01

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GENERAL NOTES & LEGEND

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GR-04

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TYPICAL SECTIONS

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GR-05

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CENTERLINE GEOMETRY AND VERTEX DATA TABLES

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CONTROL POINTS PLAN

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MAINTENANCE OF TRAFFIC PHASE I

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SOIL SURVEY PLAN AND BORING LOGS

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LAYOUT PLAN

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PP-02

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GABION WALL NO.1 PROFILE

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EC-01

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SIGN DATA TABLES, SIGN DETAILS & RAISED PAVEMENT MARKER DETAIL

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CROSS SECTIONS PR-119 LINE 71

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P.R.A.S.A. WATER UTILITIES PLAN

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

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CMA# 18112-3

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GENERAL NOTES & LEGEND

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GR

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LANDSLIDES AND ROAD DAMAGE REPAIR

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ER-HWY-71, HIGHWAY PR-119 KM 56.9

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RPS&E 4

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AC-815579

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PR-119

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ER-9999(395)

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RCN1599579

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VERTICAL

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SURVEY LINE

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SANITARY SEWER MANHOLE

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WATER METER

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WATER VALVE

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WING WALL

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WIRE MESH FENCE

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WROUGHT IRON

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WATER MAIN

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PROPOSED

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SIDEWALK

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EXISTING GROUND

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EXTERNAL DISTANCE

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EXTREME HIGH WATER

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GALVANIZED IRON

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FEDERAL AID PRIMARY

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FEDERAL AID SECONDARY

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HIGH WATER LEVEL

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INVERT ELEVATION

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LENGTH OF CURVE

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GRAVEL

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GRAV.

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HWL

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HYD.

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HOR.

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INV.

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GRD.

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MAX.

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LT.

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LEFT

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JUNCTION BOX

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MAIN BOX

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MAIN LINE

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MANHOLE

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MAXIMUM

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LIGHT POLE

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HEADWALL

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HORIZONTAL

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HYDRANT

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INVERT

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GROUND

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EXIST.

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F. TO F.

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EXP.

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FWD.

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FILL

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FLOW LANE

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GAS

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GAS VALVE

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FORWARD

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EXISTING

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EXPANSION

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FACE TO FACE

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EXTERNAL

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FEDERAL AID

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W.MTR.

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UG.

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VERT.

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BITUMINOUS CONCRETE

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CENTER TO CENTER

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CONTROL OF ACCESS

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CORRUGATED METAL

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CORRUGATED METAL PIPE

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CURVE TO SPIRAL

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CU.M.

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DIA.

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DEG.

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CULV.

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E. TO E.

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ELEV.

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DWY.

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DWG.

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DIM.

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EXC.

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EST.

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ENGR.

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DIMENSION

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DRIVEWAY

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DRAWING

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ELEVATION

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END TO END

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EXCAVATION

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ESTIMATE

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ENGINEER

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CUBIC METER

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CUT

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DEGREE

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DIAMETER

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CULVERT

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BIT. CONC.

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BLDG.

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CONC.

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COM.

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COL.

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CTD.

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C. TO C.

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COORD.

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CENTER LINE

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COLUMN

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COMMUNICATION

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COATED

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CONCRETE

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COORDINATES

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BENCH MARK

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BELL & SPIGOT

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CAST IRON PIPE

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CATCH BASIN

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CAST IRON

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BUILDING

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TEL.

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SG.

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SAN. S.

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RD.

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RDWAY.

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RT.

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RR.

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%%UL E G E N D :

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SPOT ELEVATION

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SURVEY MONUMENT

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CENTER LINE

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BENCH MARK

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AT SPOT ELEV.

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DECIMAL POINT

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IDENTIFY

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ON CENTERS

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POINT OF COMPOUND CURVATURE

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PAVEMENT

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OUTSIDE TO OUTSIDE

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OUTSIDE DIAMETER

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POINT OF INTERSECTION

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POINT OF TANGENCY

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PORTLAND CEMENT CONCRETE

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POINT OF REVERSE CURVE

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POINT OF CURVATURE

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BARBED WIRE FENCE

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AGG.

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ABUT.

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ASPH.

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ASB.

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BK.

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AH.

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AL.

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AHEAD

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BACK

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ASBESTOS

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BASE LINE

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ASPHALT

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ALUMINUM

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BALL VALVE

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AGGREGATE

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ABUTMENT

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PCC.

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PVMT.

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USER:

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DATE:

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FILE:

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SEQUENCE:

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BRUIZ

AutoCAD SHX Text 10/10/2019

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18112-3\GR-03.DWG

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NTS

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4 - NORTH ARROW INDICATION POINTS TO TRUE NORTH.

AutoCAD SHX Text 1 - METRIC SYSTEM HAS BEEN USED THROUGHOUT THE PROJECT UNLESS OTHERWISE SPECIFIED.

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%%UGENERAL NOTES:

AutoCAD SHX Text OF SOIL EROSION AND SEDIMENTATION DEVELOPED FOR THE CONSTRUCTION OF THE PROJECT".

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APPROVAL BY THE ENVIRONMENTAL QUALITY BOARD (EQB) HIS PLAN FOR THE CONTROL

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PERMIT IN ACCORDANCE WITH THE ENVIRONMENTAL QUALITY BOARD REGULATIONS.

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10 - THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN THE CONSOLIDATED GENERAL

AutoCAD SHX Text 3 - THE COORDINATE SYSTEM IS REFERRED TO THE STATE PLANE COORDINATE SYSTEM FOR PUERTO RICO AND THE U.S. VIRGIN ISLANDS NAD 83, EPOCH 2010, ADJUSTMENT 2011.

AutoCAD SHX Text 6 - ATTENTION IS CALLED TO ALL BIDDERS THAT THERE ARE UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS PROJECT, WHICH ARE THE PROPERTY OF THE FOLLOWING ENTITIES: P.R. TELEPHONE CO., PUERTO RICO ELECTRIC & POWER AUTHORITY, THE PUERTO RICO AQUEDUCT AND SEWER AUTHORITY AND CABLE TV .

AutoCAD SHX Text ALTHOUGH THOSE UTILITIES WERE SHOWN ON THE PLANS USING THE INFORMATION OBTAINED FROM THE RESPECTIVE OWNERS, THE CONTRACTOR SHALL EXERCISE UPMOST CARE NOT TO CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS OF SUCH UTILITIES FOR THE EXACT LOCATION OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO THE COMMENCEMENT OF ANY WORK IN THE VICINITY OF THESE UTILITIES.

AutoCAD SHX Text 7 - FOR STANDARD MODELS DRAWINGS, REFER TO THE STANDARD DRAWINGS BOOK ADOPTED BY THE PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY.

AutoCAD SHX Text 8 - EXISTING PAVEMENT AREAS THAT COULD BE AFFECTED DURING THE CONSTRUCTION SHALL BE REPAIRED. THIS WORK SHALL BE A SUBSIDIARY OBLIGATION UNDER SPEC. 401 AND ITS PAY ITEMS.

AutoCAD SHX Text 9 - ALL EXISTING PIPES AND DRAINAGE STRUCTURES TO REMAIN, SHALL BE CLEANED AND IF NECESSARY, BE ADJUSTED TO THE NEW PROPOSED ELEVATIONS. THE COST FOR THIS WORK SHALL BE A SUBSIDIARY OBLIGATION FOR THE INSTALLATION OF NEW PIPES, SPEC. No. 603.

AutoCAD SHX Text 12 - ALL WORK RELATED TO ALL FOUNDATION STRUCTURES EXCAVATION SHALL BE INSPECTED BY A GEOTECHNICAL ENGINEER FROM THE SOILS ENGINEERING OFFICE OF THE PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY.

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2 - ALL ELEVATIONS ARE REFERRED TO MEAN SEA LEVEL AND GIVEN IN METERS.

AutoCAD SHX Text 5 - NEW CONSTRUCTION SHALL MEET HORIZONTAL AND VERTICAL ALIGNMENTS OF EXISTING FACILITIES.

11 - THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING, SUBMITTING TO AND OBTAINING THE

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

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AutoCAD SHX Text TYPICAL SECTION ER-HWY-71 PR-119, KM 56.9 STA 1+12.00(LINE 71) TO STA 1+20.00(LINE 71)

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AutoCAD SHX Text TYPICAL SECTION ER-HWY-71 PR-119, KM 56.9 STA 0+45.47(LINE 71) TO STA 1+05.54(LINE 71) STA 1+22.00(LINE 71) TO STA 1+45.00(LINE 71)

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1H:1V BENCHING

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USER:

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DATE:

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FILE:

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SEQUENCE:

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BRUIZ

AutoCAD SHX Text 09/14/2020

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18112-3\GR-04.DWG

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AutoCAD SHX Text 1:100

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REVISIONS

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DATE

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PUERTO RICO

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LAS MARIAS

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FINAL CHECK

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WORK

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DESIGN

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BY

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DATE

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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CMA# 18112-3

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TYPICAL SECTIONS

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GR

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LANDSLIDES AND ROAD DAMAGE REPAIR

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ER-HWY-71, HIGHWAY PR-119 KM 56.9

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RPS&E 4

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SCALE:

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SHEET

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FISCAL

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HIGHWAY

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YEAR

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ISLAND

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MUNICIPALITIES

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SHEETS

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TOTAL

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FED. AID HWAY

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RW

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A.C. PROJECT

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LAS MARIAS

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AC-815579

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PR-119

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ER-9999(395)

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RCN1599579

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%%UNOTES:

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1. ALL WORK RELATED TO THE FOUNDATION EXCAVATION SHALL BE ALL WORK RELATED TO THE FOUNDATION EXCAVATION SHALL BE SUPERVISED BY ENGINEER. IF ANY IRREGULAR OR UNEXPECTED MATERIAL IS ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 2. THE CONTRACTOR SHALL NOTIFY TO HIGHWAY AND TRANSPORTATION THE CONTRACTOR SHALL NOTIFY TO HIGHWAY AND TRANSPORTATION AUTHORITY SOIL OFFICE TO INSPECT EXCAVATIONS PRIOR TO INSTALL GABION WALL. 3. SAW CUT AS INDICATED TO BE A SUBSIDIARY OBLIGATION OF THE SAW CUT AS INDICATED TO BE A SUBSIDIARY OBLIGATION OF THE CONTRACTOR UNDER HOT PLANT MIX BITUMINOUS PAVEMENT MIX B(75)(34). 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST THREE (3) THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST THREE (3) DAYS PRIOR COMPLETION OF EXCAVATIONS. NO FOUNDATION FILL OR CONCRETE SHALL BE DEPOSITED UNTIL THE SOIL BEARING CAPACITY IS VALIDATED BY THE ENGINEER. AN ALLOWABLE SOIL BEARING CAPACITY OF 4,500 PSF MAY BE ASSIGNED FOR A MINIMUM FOUNDATION DEPTH OF 0.91 M. (3 FT) BELOW EXISTING ELEVATION. THE FACTORS OF SAFETY FOR GLOBAL STABILITY ARE 2.04 AND 1.53 FOR STATIC AND PSEUDOSTATIC CONDITIONS, RESPECTIVELY. 5. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE REQUIRED AGENCIES FOR ANY UTILITY RELOCATION PRIOR STARTING ANY CONSTRUCTION WORK. THE UTILITY LOCATION SHOWN IS ESTIMATED, THE CONTRACTOR SHALL PERFORM UTILITY SUBSURFACE EXPLORATION TO CONFIRM EXACT LOCATION. 6. THE UPPER PORTION (NEAR THE TEMPORARY JERSEY BARRIER) THE UPPER PORTION (NEAR THE TEMPORARY JERSEY BARRIER) CANNOT BE TEMPORARY LOADED OR USED FOR ANY CONSTRUCTION STAGING AT ANYTIME. 7. THE ENDS OF THE GABION WALLS WILL BE CONSTRAINED BY NATURAL THE ENDS OF THE GABION WALLS WILL BE CONSTRAINED BY NATURAL SOIL TO PREVENT ANY POTENTIAL EROSION. 8. THE CONTRACTOR SHALL APPLY SEEDING WITHOUT MULCH ON A THE CONTRACTOR SHALL APPLY SEEDING WITHOUT MULCH ON A MONTHLY BASIS TO ALL NEW CUT AND EMBANKMENT SLOPES. AT THE DIRECTION OF THE ENGINEER SEEDING WILL BE REAPPLIED TO SLOPE PREVIOUSLY TREATED. 9. FAILURE TO APPLY SEEDING ON MONTHLY BASIS WILL CAUSE THE FAILURE TO APPLY SEEDING ON MONTHLY BASIS WILL CAUSE THE IMPOSITION OF LIQUIDATED DAMAGES ON THE 35th CALENDAR DAY AFTER THE LAST APPLICATION. THE ENGINEER MAY WAIVE THE APPLICATION OF SEEDING TO ROCK CUTS AND ROCK EMBANKMENTS. 10. THE CONTRACTOR SHALL SUPPLY AS A SUBSIDIARY OBLIGATION THE CONTRACTOR SHALL SUPPLY AS A SUBSIDIARY OBLIGATION UNDER SPEC-627 AN ELECTRONIC DEVICE FOR THE MEASUREMENT OF THE PH IN SOILS AND A TABLE FOR THE TREATMENT OF SOIL WITH AGRICULTURAL LIME 11. FOR DESIGN CRITERIA, PARAMETERS AND REFERENCES SEE "DESIGN FOR DESIGN CRITERIA, PARAMETERS AND REFERENCES SEE "DESIGN REFERENCES" IN STD. DWG. GABI 9 OF 20.

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%%ULEGEND:

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0.05 M. HOT PLANT MIX BITUMINOUS PAVEMENT MIX S(75)(12)

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CURB AND GUTTER TYPE "F" (SEE STD. DWG. DR)

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W-BEAM GUARDRAIL SINGLE FACE (SEE STD. DWG. MB)

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0.05 M. COLD MILLING

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SAW CUT (SEE NOTE 3)

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0.10 M. HOT PLANT MIX BITUMINOUS PAVEMENT MIX B(75)(34)

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0.20 M. LEAN CONCRETE BASE

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PERMANENT EROSION CONTROL BLANKET

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SEEDING

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GABION GRAVITY WALL STEPPED FRONT FACE WITH 2:1 MAX. SLOPE

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GEOTEXTILE

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UNDERDRAIN PIPE

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CONCRETE PAVED WATERWAY TYPE "I" (SEE DWG. PP-01)

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BORROW CLASS B (A-1-A OR BETTER AASHTO CLASSIFICATION)

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BARBED WIRE FENCE TYPE "A"

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(SEE STD. DWG. GABI 9 OF 20) (SEE NOTE 11)

WHERE APPLIES

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

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KM 56.9

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CONCRETE MONUMENT

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IE=386.23

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IE=378.39

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30" RCP

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30" RCP

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30" RCP

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LINE 71 BEGINS PROJECT BEGINS STA 0+40.00(71) X=137836.6880 Y=242918.4644

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LINE 71 ENDS PROJECT ENDS STA 1+45.00(71) X = 137914.32234 Y = 242900.38236

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PC STA 0+44.64(71)

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PT STA 0+97.28(71)

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PI STA 1+08.67(71)

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LINE 71

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STA. 1

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AutoCAD SHX Text N 17%%D8'38" E

AutoCAD SHX Text L=4.64

AutoCAD SHX Text S 46%%D52'17" E

AutoCAD SHX Text L=8.67

AutoCAD SHX Text S 44%%D12'23" E

AutoCAD SHX Text L=36.33

AutoCAD SHX Text R=26.00 L=52.63

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

LAS MARIAS

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

WORK

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

CMA# 18112-3

AutoCAD SHX Text

CENTERLINE GEOMETRY AND VERTEX DATA TABLES

AutoCAD SHX Text

GR

AutoCAD SHX Text

AutoCAD SHX Text

LANDSLIDES AND ROAD DAMAGE REPAIR

AutoCAD SHX Text

ER-HWY-71, HIGHWAY PR-119 KM 56.9

AutoCAD SHX Text

RPS&E 4

AutoCAD SHX Text 09/16/20

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

FISCAL

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text No.

AutoCAD SHX Text

YEAR

AutoCAD SHX Text P.R.

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

MUNICIPALITIES

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

FED. AID HWAY

AutoCAD SHX Text

RW

AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text CODE No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LAS MARIAS

AutoCAD SHX Text

AC-815579

AutoCAD SHX Text

PR-119

AutoCAD SHX Text

AutoCAD SHX Text

ER-9999(395)

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

RCN1599579

AutoCAD SHX Text

AutoCAD SHX Text 1:125

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

DISTANCE

AutoCAD SHX Text Y

AutoCAD SHX Text X

AutoCAD SHX Text

VERTEX

AutoCAD SHX Text

BEARING

AutoCAD SHX Text C U R V E E L E M E N T S

AutoCAD SHX Text C O O R D I N A T E S

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text

VERTEX TO

AutoCAD SHX Text

VERTEX

AutoCAD SHX Text

VERTEX DATA (LINE 71)

AutoCAD SHX Text

LINE 71

AutoCAD SHX Text

STA.0+40.00(71)

AutoCAD SHX Text

AutoCAD SHX Text 242918.4644

AutoCAD SHX Text 137836.6880

AutoCAD SHX Text

AutoCAD SHX Text

LINE 71 BEGINS

AutoCAD SHX Text

PC-V1

AutoCAD SHX Text 242922.9026

AutoCAD SHX Text 137838.0571

AutoCAD SHX Text

AutoCAD SHX Text

STA.0+44.64(71)

AutoCAD SHX Text V1 [L] (71)

AutoCAD SHX Text 46.241

AutoCAD SHX Text 115%%D59'05"

AutoCAD SHX Text 26.000

AutoCAD SHX Text 52.632

AutoCAD SHX Text 41.596

AutoCAD SHX Text 23.054

AutoCAD SHX Text 242962.6507

AutoCAD SHX Text 137850.3186

AutoCAD SHX Text N 17%%D08'38" E

AutoCAD SHX Text

VERTEX

AutoCAD SHX Text

PT-V1

AutoCAD SHX Text 242934.2138

AutoCAD SHX Text 137880.6765

AutoCAD SHX Text

AutoCAD SHX Text

STA.0+97.28(71)

AutoCAD SHX Text

PI-V2 (71)

AutoCAD SHX Text 44.320

AutoCAD SHX Text 242932.3521

AutoCAD SHX Text 137882.6639

AutoCAD SHX Text S 46%%D52'17" E

AutoCAD SHX Text

VERTEX/STA.1+00.00(71)

AutoCAD SHX Text

PI-V3 (71)

AutoCAD SHX Text 8.667

AutoCAD SHX Text 242926.4268

AutoCAD SHX Text 137888.9896

AutoCAD SHX Text S 46%%D52'17" E

AutoCAD SHX Text

VERTEX/STA.1+08.67(71)

AutoCAD SHX Text

STA.1+45.00(71)

AutoCAD SHX Text 36.333

AutoCAD SHX Text 242900.3824

AutoCAD SHX Text 137914.3223

AutoCAD SHX Text S 44%%D12'23" E

AutoCAD SHX Text

LINE 71 ENDS

AutoCAD SHX Text 242940N

AutoCAD SHX Text 137880E

AutoCAD SHX Text 242960N

AutoCAD SHX Text 242920N

AutoCAD SHX Text 242900N

AutoCAD SHX Text 137860E

AutoCAD SHX Text 137840E

AutoCAD SHX Text 137900E

AutoCAD SHX Text 137920E

AutoCAD SHX Text 137840E

AutoCAD SHX Text 137860E

AutoCAD SHX Text 137880E

AutoCAD SHX Text 137900E

AutoCAD SHX Text 137920E

AutoCAD SHX Text 242920N

AutoCAD SHX Text 242900N

AutoCAD SHX Text 242960N

AutoCAD SHX Text 242880N

AutoCAD SHX Text 242880N

AutoCAD SHX Text 242940N

AutoCAD SHX Text

USER:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE:

AutoCAD SHX Text

SEQUENCE:

AutoCAD SHX Text

BRUIZ

AutoCAD SHX Text 10/28/2019

AutoCAD SHX Text

18112-3\GR-05.DWG

STATE ROAD NO. 119

C M

A A

E

LL

C

1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico 00968-2612

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

HORIZONTAL & VERTICAL CONTROL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

KM 56.9

AutoCAD SHX Text

CONCRETE MONUMENT

AutoCAD SHX Text

IE=386.23

AutoCAD SHX Text

UTILITY TRENCH COVERED WITH ASPHALT

AutoCAD SHX Text

LANDSLIDE COVERS EDGE OF PAVEMENT

AutoCAD SHX Text

GUARD RAIL OVERHANGS

AutoCAD SHX Text

DUE TO LANDSLIDE

AutoCAD SHX Text

GUARD RAIL OVERHANGS

AutoCAD SHX Text

DUE TO LANDSLIDE

AutoCAD SHX Text

LANDSLIDE

AutoCAD SHX Text

LANDSLIDE

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

AERIAL LINE

AutoCAD SHX Text

AERIAL LINE

AutoCAD SHX Text

CURB

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

BORING NO. 1

AutoCAD SHX Text

IE=378.39

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

30" RCP

AutoCAD SHX Text

30" RCP

AutoCAD SHX Text

30" RCP

AutoCAD SHX Text

LINE 71 BEGINS PROJECT BEGINS STA 0+40.00(71) X=137836.6880 Y=242918.4644

AutoCAD SHX Text

LINE 71 ENDS PROJECT ENDS STA 1+45.00(71) X = 137914.32234 Y = 242900.38236

AutoCAD SHX Text

STA. 2

AutoCAD SHX Text

STA. 1

AutoCAD SHX Text

LINE 71

AutoCAD SHX Text

PR-119

AutoCAD SHX Text 1+00

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+40

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

IE=386.23

AutoCAD SHX Text

UTILITY TRENCH COVERED WITH ASPHALT

AutoCAD SHX Text

AERIAL LINE

AutoCAD SHX Text

AERIAL LINE

AutoCAD SHX Text

CURB

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

30" RCP

AutoCAD SHX Text

STA. 2

AutoCAD SHX Text

N 0°36'49" WL=14.18

AutoCAD SHX Text

N 58°7'51" EL=2.41

AutoCAD SHX Text

S 7°0'0" WL=15.57

AutoCAD SHX Text 1+00

AutoCAD SHX Text

STA 0+60.00(71)

AutoCAD SHX Text

POLE

AutoCAD SHX Text

POLE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

KM 56.9

AutoCAD SHX Text

CONCRETE MONUMENT

AutoCAD SHX Text

UTILITY TRENCH COVERED WITH ASPHALT

AutoCAD SHX Text

LANDSLIDE COVERS EDGE OF PAVEMENT

AutoCAD SHX Text

GUARD RAIL OVERHANGS

AutoCAD SHX Text

DUE TO LANDSLIDE

AutoCAD SHX Text

GUARD RAIL OVERHANGS

AutoCAD SHX Text

DUE TO LANDSLIDE

AutoCAD SHX Text

LANDSLIDE

AutoCAD SHX Text

LANDSLIDE

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

AERIAL LINE

AutoCAD SHX Text

AERIAL LINE

AutoCAD SHX Text

BORING NO. 1

AutoCAD SHX Text

STA. 1

AutoCAD SHX Text

LINE 71

AutoCAD SHX Text

S 38°6'39" EL=27.89

AutoCAD SHX Text

N 44°40'54" WL=35.96

AutoCAD SHX Text

S 65°49'24" ELL=8.85

AutoCAD SHX Text 1+00

AutoCAD SHX Text

POLE

AutoCAD SHX Text

POLE

AutoCAD SHX Text

STA 1+00.00(71)

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

LAS MARIAS

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

WORK

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

CMA# 18112-3

AutoCAD SHX Text

CONTROL POINTS PLAN

AutoCAD SHX Text

GR

AutoCAD SHX Text

AutoCAD SHX Text

LANDSLIDES AND ROAD DAMAGE REPAIR

AutoCAD SHX Text

ER-HWY-71, HIGHWAY PR-119 KM 56.9

AutoCAD SHX Text

RPS&E 4

AutoCAD SHX Text 09/16/20

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

FISCAL

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text No.

AutoCAD SHX Text

YEAR

AutoCAD SHX Text P.R.

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

MUNICIPALITIES

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

FED. AID HWAY

AutoCAD SHX Text

RW

AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text CODE No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LAS MARIAS

AutoCAD SHX Text

AC-815579

AutoCAD SHX Text

PR-119

AutoCAD SHX Text

AutoCAD SHX Text

ER-9999(395)

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

RCN1599579

AutoCAD SHX Text

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text Station

AutoCAD SHX Text Northing

AutoCAD SHX Text Easting

AutoCAD SHX Text Elevation

AutoCAD SHX Text Description

AutoCAD SHX Text

AutoCAD SHX Text 242920.342

AutoCAD SHX Text 137889.849

AutoCAD SHX Text 388.74

AutoCAD SHX Text

MAGNETIC NAIL

AutoCAD SHX Text

AutoCAD SHX Text 242872.299

AutoCAD SHX Text 137956.268

AutoCAD SHX Text 383.92

AutoCAD SHX Text

MAGNETIC NAIL

AutoCAD SHX Text

%%UCONTROL POINT PLAN

AutoCAD SHX Text

SCALE: 1:125

AutoCAD SHX Text 242940N

AutoCAD SHX Text 137880E

AutoCAD SHX Text 242960N

AutoCAD SHX Text 242920N

AutoCAD SHX Text 242880N

AutoCAD SHX Text 137860E

AutoCAD SHX Text 137840E

AutoCAD SHX Text 137900E

AutoCAD SHX Text 137920E

AutoCAD SHX Text 137840E

AutoCAD SHX Text 137860E

AutoCAD SHX Text 137880E

AutoCAD SHX Text 137900E

AutoCAD SHX Text 137920E

AutoCAD SHX Text 242920N

AutoCAD SHX Text 242900N

AutoCAD SHX Text 242960N

AutoCAD SHX Text 242880N

AutoCAD SHX Text 242940N

AutoCAD SHX Text

USER:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE:

AutoCAD SHX Text

SEQUENCE:

AutoCAD SHX Text

BRUIZ

AutoCAD SHX Text 10/23/2019

AutoCAD SHX Text

18112-3\GR-06.DWG

AutoCAD SHX Text

AutoCAD SHX Text

SCALE: 1:200

AutoCAD SHX Text

%%USTATION 2

AutoCAD SHX Text

SCALE: 1:200

%%USTATION 1

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

LAS MARIAS

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

WORK

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

CMA# 18112-3

AutoCAD SHX Text

QUANTITY SUMMARY TABLES

AutoCAD SHX Text

GR

AutoCAD SHX Text

AutoCAD SHX Text

LANDSLIDES AND ROAD DAMAGE REPAIR

AutoCAD SHX Text

ER-HWY-71, HIGHWAY PR-119 KM 56.9

AutoCAD SHX Text

RPS&E 4

AutoCAD SHX Text 09/16/20

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

FISCAL

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text No.

AutoCAD SHX Text

YEAR

AutoCAD SHX Text P.R.

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

MUNICIPALITIES

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

FED. AID HWAY

AutoCAD SHX Text

RW

AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text CODE No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LAS MARIAS

AutoCAD SHX Text

AC-815579

AutoCAD SHX Text

PR-119

AutoCAD SHX Text

AutoCAD SHX Text

ER-9999(395)

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

RCN1599579

AutoCAD SHX Text

NTS

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

AutoCAD SHX Text

TYPE OF

AutoCAD SHX Text N0.

AutoCAD SHX Text

STATION

AutoCAD SHX Text

TYPE "A"

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text L.M.

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CLASS A-4

AutoCAD SHX Text

TYPE "D"

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text L.M.

AutoCAD SHX Text

CLASS A

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

(CU. M.)

AutoCAD SHX Text (L.M.)

AutoCAD SHX Text

GUTTER

AutoCAD SHX Text

SHALLOW

AutoCAD SHX Text

CURB

AutoCAD SHX Text

WATERWAY

AutoCAD SHX Text

SQ. M.

AutoCAD SHX Text

TYPE II

AutoCAD SHX Text

(SQ. M.)

AutoCAD SHX Text

TYPE I

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

(CU. M.)

AutoCAD SHX Text

(SQ. M.)

AutoCAD SHX Text

CONCRETE PAVED

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(POUNDS)

AutoCAD SHX Text

EART.H CHANNEL

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GRASS SWALW

AutoCAD SHX Text

M (LENGTH)

AutoCAD SHX Text

M (LENGTH)

AutoCAD SHX Text

REINFORCED

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(CU.M.)

AutoCAD SHX Text

SHEATING

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STEEL

AutoCAD SHX Text R E M A R K S

AutoCAD SHX Text

SUB TOTAL

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AutoCAD SHX Text

GROUTED RIPRAP

AutoCAD SHX Text

TYPE

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BLANKET

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text

FILTER

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text

FROM STA 0+45.47(71), 5.44 RT TO STA 1+42.88(71), 5.39 RT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TO BE

AutoCAD SHX Text

APPLIED

AutoCAD SHX Text

DRAWINGS

AutoCAD SHX Text

SET TO BE

AutoCAD SHX Text

APPLIED

AutoCAD SHX Text

FROM THIS

AutoCAD SHX Text

STA.NDARD

AutoCAD SHX Text

DRAWINGS

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

STRUCTURE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 86.00

AutoCAD SHX Text 85.30

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 14.00

AutoCAD SHX Text 14.00

AutoCAD SHX Text 18.00

AutoCAD SHX Text 18.00

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2.00

AutoCAD SHX Text 1.18

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 4.00

AutoCAD SHX Text 3.61

AutoCAD SHX Text 85.30

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text "B"

AutoCAD SHX Text I

AutoCAD SHX Text

II

AutoCAD SHX Text

III

AutoCAD SHX Text

TYPE "F"

AutoCAD SHX Text

CONC. CURB

AutoCAD SHX Text L.M.

AutoCAD SHX Text

DR-26 OF 40

AutoCAD SHX Text

PP-01

AutoCAD SHX Text

FROM STA 0+73.47(71), 4.92 LT TO STA 0+85.41(71), 12.91 LT

AutoCAD SHX Text

CONC. P. WATERWAY

AutoCAD SHX Text

%%UQUANTITY SUMMARY TABLES

AutoCAD SHX Text

PP-01

AutoCAD SHX Text 14.00

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

USER:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE:

AutoCAD SHX Text

SEQUENCE:

AutoCAD SHX Text

BRUIZ

AutoCAD SHX Text 09/16/2020

AutoCAD SHX Text

18112-3\GR-07.DWG

AutoCAD SHX Text

AutoCAD SHX Text 1.18

AutoCAD SHX Text 6.00

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CONC. P. WATERWAY

AutoCAD SHX Text

PP-01

AutoCAD SHX Text 5.00

AutoCAD SHX Text

AutoCAD SHX Text

CONC. P. WATERWAY

AutoCAD SHX Text

FROM STA 0+76.30(71), 6.02 RT TO STA 0+92.35(71), 16.3 5RT

AutoCAD SHX Text

FROM STA 1+29.00(71), 5.44 RT TO STA 1+29.00(71), 10.44 RT

AutoCAD SHX Text

PP-01

AutoCAD SHX Text

AutoCAD SHX Text 13.00

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text "A"

AutoCAD SHX Text 0.53

AutoCAD SHX Text 1.85

AutoCAD SHX Text 0.50

AutoCAD SHX Text 1.76

AutoCAD SHX Text

TYPE

AutoCAD SHX Text "D"

AutoCAD SHX Text 2.00

AutoCAD SHX Text 1.03

AutoCAD SHX Text 6.00

6.00

S

T

A

S

T

A

C M

A A

E

LL

C

1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico 00968-2612

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

NOTES:

HORIZONTAL & VERTICAL CONTROL

AutoCAD SHX Text

KM 56.9

AutoCAD SHX Text

CONCRETE MONUMENT

AutoCAD SHX Text

IE=386.23

AutoCAD SHX Text

UTILITY TRENCH COVERED WITH ASPHALT

AutoCAD SHX Text

LANDSLIDE COVERS EDGE OF PAVEMENT

AutoCAD SHX Text

GUARD RAIL OVERHANGS

AutoCAD SHX Text

DUE TO LANDSLIDE

AutoCAD SHX Text

GUARD RAIL OVERHANGS

AutoCAD SHX Text

DUE TO LANDSLIDE

AutoCAD SHX Text

LANDSLIDE

AutoCAD SHX Text

LANDSLIDE

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

AERIAL LINE

AutoCAD SHX Text

AERIAL LINE

AutoCAD SHX Text

CURB

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

BORING NO. 1

AutoCAD SHX Text

IE=378.39

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

30" RCP

AutoCAD SHX Text

30" RCP

AutoCAD SHX Text

30" RCP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 388.74

AutoCAD SHX Text 392.63

AutoCAD SHX Text 387.92

AutoCAD SHX Text 387.58

AutoCAD SHX Text 387.50

AutoCAD SHX Text 387.51

AutoCAD SHX Text 387.63

AutoCAD SHX Text 387.53

AutoCAD SHX Text 388.57

AutoCAD SHX Text 389.66

AutoCAD SHX Text 388.13

AutoCAD SHX Text 388.15

AutoCAD SHX Text 388.02

AutoCAD SHX Text 388.00

AutoCAD SHX Text 388.09

AutoCAD SHX Text 387.84

AutoCAD SHX Text 387.63

AutoCAD SHX Text 388.35

AutoCAD SHX Text 388.41

AutoCAD SHX Text 388.61

AutoCAD SHX Text 388.64

AutoCAD SHX Text 390.09

AutoCAD SHX Text 390.36

AutoCAD SHX Text 388.90

AutoCAD SHX Text 388.92

AutoCAD SHX Text 388.87

AutoCAD SHX Text 388.65

AutoCAD SHX Text 388.42

AutoCAD SHX Text 389.81

AutoCAD SHX Text 388.99

AutoCAD SHX Text 389.20

AutoCAD SHX Text 389.29

AutoCAD SHX Text 389.27

AutoCAD SHX Text 390.33

AutoCAD SHX Text 390.59

AutoCAD SHX Text 389.98

AutoCAD SHX Text 389.98

AutoCAD SHX Text 389.83

AutoCAD SHX Text 389.59

AutoCAD SHX Text 389.54

AutoCAD SHX Text 389.52

AutoCAD SHX Text 389.72

AutoCAD SHX Text 389.37

AutoCAD SHX Text 389.88

AutoCAD SHX Text 389.31

AutoCAD SHX Text 389.60

AutoCAD SHX Text 389.78

AutoCAD SHX Text 388.77

AutoCAD SHX Text 388.52

AutoCAD SHX Text 388.41

AutoCAD SHX Text 388.22

AutoCAD SHX Text 388.59

AutoCAD SHX Text 388.71

AutoCAD SHX Text 388.98

AutoCAD SHX Text 388.19

AutoCAD SHX Text 388.33

AutoCAD SHX Text 384.46

AutoCAD SHX Text 382.68

AutoCAD SHX Text 385.88

AutoCAD SHX Text 385.50

AutoCAD SHX Text 383.27

AutoCAD SHX Text 381.91

AutoCAD SHX Text 382.88

AutoCAD SHX Text 382.82

AutoCAD SHX Text 380.80

AutoCAD SHX Text 380.60

AutoCAD SHX Text 380.64

AutoCAD SHX Text 378.29

AutoCAD SHX Text 378.25

AutoCAD SHX Text 379.84

AutoCAD SHX Text 378.79

AutoCAD SHX Text 380.20

AutoCAD SHX Text 382.87

AutoCAD SHX Text 382.45

AutoCAD SHX Text 382.26

AutoCAD SHX Text 383.46

AutoCAD SHX Text 382.69

AutoCAD SHX Text 383.48

AutoCAD SHX Text 385.81

AutoCAD SHX Text 384.30

AutoCAD SHX Text 385.47

AutoCAD SHX Text 385.23

AutoCAD SHX Text…

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