addendum no. 4 med ctr phase 10 · 696.1 radar advanced detection device (radd) ea 3 696.2 radar...

ADDENDUM 4

PROJECT NAME: MEDICAL CENTER INTERSECTION IMPROVEMENTS – PHASE X

DATE: 09/21/17

This Addendum 4 shall be included in and considered part of the solicitation documents for the

construction of the Medical Center Intersection Improvements – Phase X Project. Contractor shall be

required to sign its acknowledgement of the receipt of this Addendum and submit its signed

Addendum Acknowledgement Form (attached hereto) with its bid.

PROJECT NO.: 40-00309A

________________________________________________________________________

PROJECT MANUAL

• Replace “025 Unit Pricing Form” with Addendum 04 “025 Unit Pricing Form”

o Design Package 1

� Revised items 502.2 and 0528-6012

� Removed item 0528-6011

o Design Package 2

� Added TCP items 0662-6109 and 0662-6110

• Added work zone short term pavement markings

� Adjusted quantities for Roadway items 203.1, 205.3, 208.1

• Added quantities for extended mill & overlay limits.

� Adjusted quantities for Landscaping items 502.2, 502.3

� Adjusted quantities for Signing and Pavement Markings items 535.1, 535.2,

535.4, 537.6, 537.8

• Added pavement markings to cover limits of mill & overlay.

� Removed item 0677-6017

• Removal of conflicting markings is subsidiary to the various marking

items.

o SAWS Water

� SAWS water quantities were adjusted.

• Amendment to the General Conditions Notice to Proceed and Commencement of Contract Times

For this Medical Center Intersection Improvements – Phase X Project, Section 1.2.4 of the

General Conditions for City of San Antonio Construction Contracts is hereby amended as

follows:

Section 1.2.4 Notice to Proceed and Commencement of Contract Time.

This section shall remain as written with the inclusion of the following sentence:

“City, at City’s sole option, may elect to delay issuing a Notice to Proceed to Contractor for

this Project for up to one hundred and twenty (120) days, following the San Antonio City

Council’s award of this Project, due to utility or other conflicts within the Project’s defined

limitation. Any delay in the issuance of a Notice to Proceed to Contractor shall not be the basis

for any claim by Contractor or any of Contractor’s Subcontractors or Sub-Consultants for

additional time or compensation. City shall strive to keep Contractor fully informed of

progress achieved in resolving any existing conflict within the Project’s defined limitation and

shall give Contractor, at minimum, fourteen (14) days notice, prior to City issuing the Project’s

Notice to Proceed.”

PLANS

Design Package 1

• Replace Sheet 11 “Estimate and Quantity” with Addendum 04 “Estimate and Quantity”

o Adjusted quantities for pavers and concrete sidewalks under landscaping.

• Replace Sheet 15 “Traffic Control Plan Narrative and Special Notes” with Addendum 04

“Traffic Control Plan Narrative and Special Notes”

o Added note #3 under Special Notes and Provisions regarding the construction of the

storm drain.

• Replace Sheet 18 “Traffic Control Plan Layout Phase I” with Addendum 04 “Traffic Control

Plan Layout Phase I”.

o Included a typical section for building the Storm Drain near the intersection of Louis

Pasteur and Floyd Curl.

• Replace Sheets 83-84 “Storm Drain Plan and Profile” with Addendum 04 “Storm Drain Plan

and Profile”.

o Adjusted the main storm drain line to accommodate utilities around the area.

Design Package 2

• Replace Sheet 1 “Project Layout and Horizontal Alignment Data” with Addendum 04 “Project

Layout and Horizontal Alignment Data”

o Revised mill & overlay limits.

• Replace Sheet 4 “Estimate and Quantity” with Addendum 04 “Estimate and Quantity”.

o Adjusted quantities to reflect the additional mill, overlay and striping.

o Adjusted quantities for pavers and concrete sidewalks under landscaping.

• Replace Sheet 5 “Typical Section” with Addendum 04 “Typical Section”.

o Revised proposed typical sections to show mill & overlay limits.

• Replace Sheet 6 “Traffic Control Plan Narrative and Special Notes” with Addedum 04 “Traffic

Control Plan Narrative and Special Notes”.

o Added note #3 under Special Notes and Provisions regarding the extension of mill &

overlay limits.

• Replace Sheets 12-14 “Roadway Plan” with Addendum 04 “Roadway Plan”

o Revised mill & overlay limits.

• Replace Sheets 22-24 “Signing and Pavement Markings” with Addendum 04 “Signing and

Pavement Markings”

o Revised pavement markings to extend to new mill & overlay limits.

SAWS Water Plans

• Replace Sheet 2 of 15 “General Notes and Quantities” with Addendum 04 “General Notes and

Quantities”

• Replace Sheet 5 of 15 “A&B Enlarged Plan & Section Details” with Addendum 04 “A&B

Enlarged Plan & Section Details”

• Replace Sheet 8 of 15 “G&H Enlarged Plan & Section Details” with Addendum 04 “G&H

Enlarged Plan & Section Details”

Note: The Addenda Acknowledgement Form for Addendum 4 is attached hereto. This Addenda

Acknowledgement Form must be signed and submitted with Contractor’s bid package.

JLutz

Typewritten Text

09/21/2017

ACKNOWLEDGEMENT FORM

RECEIPT OF ADDENDUM NUMBER(S) 4 IS HEREBY ACKNOWLEDGED BY THE

UNDERSIGNED REGARDING THE SOLICITATION OF THE CONSTRUCTION OF MEDICAL

CENTER INTERSECTION IMPROVEMENTS – PHASE X PROJECT NO. 40-00309A, FOR

WHICH BIDS ARE SCHEDULED TO BE OPENED ON TUESDAY, OCTOBER 3, 2017 AT 2:00 P.M.

CST

THIS ACKNOWLEDGEMENT FORM MUST BE SIGNED AND RETURNED

WITH CONTRACTOR’S BID PACKAGE.

Company Name:

Address:

City/State/Zip Code:

Date: __________________________________

Signature

Print Name/Title

PROJECT NAME:Medical Center Intersection Improvements Phase 10

PROJECT NO. 40-00309A

CITY OF SAN ANTONIO 025 UNIT PRICING FORM

1

ALT.

NO. ITEM NO.

DESC.

CODE

S.P.

NO BID ITEM DESCRIPTION

UNIT OF

MEASURE

APPROX.

QUANTITIES

UNIT BID

PRICE AMOUNT

ITEM

SEQUENCE

NO.

The City only will accept bid pricing to the hundredths. Any pricing extended out to three decimal points will be

truncated to two decimal points in the City's favor.

100.1 MOBILIZATION LS 1

100.2 INSURANCE AND BOND LS 1

101.1 PREPARING RIGHT-OF-WAY LS 1

103.1 REMOVE CONCRETE CURB LF 1207

103.3 REMOVE SIDEWALKS AND DRIVEWAYS SF 7780

103.4 REMOVE MISCELLANEOUS CONCRETE SF 7688

103.5 REMOVE RAIL (PEDESTRIAN) LF 123

104.1 STREET EXCAVATION CY 182

105.1 CHANNEL EXCAVATION CY 374

106.1 BOX CULVERT EXCAVATION AND BACKFILL CY 10073

203.1 TACK COAT GAL 1572

205.3 HOT MIX ASPHALTIC PAVEMENT TY C 2 IN. PAV THICKNESS (PG 76-22) SY 15715

208.1 SALVAGING, HAULING & STOCKPILING RECLAIM ASPH PAV 2 IN. SY 15549

209.1 CONCRETE PAVEMENT AT 12 INCHES OF DEPTH SY 92

209.2 BUS STOP CONCRETE PAD SY 706

307.1 CONCRETE STRUCTURE (ELEVATED SIDEWALKS) (< 10 C.Y.) CY 9

308.1 DRILLED SHAFTS (24") LF 36


401.101 REINFORCED CONCRETE PIPE (CLASS III)(18" DIA) LF 3



413.2 FLOWABLE FILL (HIGH STRENGTH) CY 3230

500.1 CONCRETE CURB LF 1012

502.1 CONCRETE SIDEWALKS CONVENTIONALLY FORMED SY 52

502.2 CONCRETE SIDEWALKS 4" SY 580


502.5 CONCRETE SIDEWALKS (VIA BUS FOUNDATION) CY 6

503.2 PORTLAND CEMENT CONCRETE DRIVEWAY COMMERCIAL SY 214

507.2 CHAIN LINK WIRE FENCE (6 FT. HIGH) LF 498

511.3 REPLACING WITH HOT MIX ASPHALTIC CONCRETE PAVEMENT TYPE B 12 INCHES COMPACTED DEPTH SY 2999

516.1 BERMUDA SODDING SY 303

531.1 COMBINATION THRU/RIGHT WHITE ARROW EA 1

535.1 4 INCH WIDE YELLOW LINE LF 6544

535.2 4 INCH WIDE WHITE LINE LF 2028



535.8 RIGHT WHITE ARROW EA 2

535.9 LEFT WHITE ARROW EA 3


535.12 WORD "ONLY" EA 3

535.23 HANDICAP SYMBOL EA 4

DESIGN PACKAGE 1

ADDENDUM 04




2

ALT.

NO. ITEM NO.

DESC.

CODE

S.P.


UNIT OF

MEASURE

APPROX.

QUANTITIES

UNIT BID

PRICE AMOUNT

ITEM SEQ.

NO.

535.24 RELOCATE SIGN EA 6

537.6 PAVEMENT MARKER (TYPE I C) EA 180

537.8 PAVEMENT MARKER (TYPE II A A) EA 169

540.1 ROCK FILTER DAMS (INSTALL/REMOVE) (TYPE 2) LF 13

540.10 CURB INLET GRAVEL FILTERS LF 540

550.1 TRENCH EXCAVATION SAFETY PROTECTION LF 94

551.1 TEMPORARY SPECIAL SHORING SF 47152

615.1 TRAFFIC SIGNAL CONTROLLER ASSEMBLY (TYPE 332 CABINET) EA 1

618.1 CONDUIT (2 INCH/PVC SCHEDULE 40)(TRENCH) LF 545


618.4 CONDUIT (2 INCH/PVC SCHEDULE 40)(BORE) LF 350


620.1 ELECTRICAL CONDUCTORS (NO. 6)(BARE) LF 15


620.3 ELECTRICAL CONDUCTORS (NO. 6)(INSULATED) LF 25

624.8 GROUND BOXES TYPE D (162922) W/ APRON EA 4

628.1 ELECTRICAL SERVICES (PER INSTALLATION) EA 1

628.2 REMOVE ELECTRICAL SERVICES (PER REMOVAL) EA 1

633.1 BATTERY BACKUP SYSTEM EA 1

655.1 TYPE 332 CONTROLLER FOUNDATION EA 1

680.1 INSTALLATION OF HIGHWAY TRAFFIC SIGNALS (ISOLATED) EA 1

682.1 INSTALL VEHICLE SIGNAL SECTION WITH BACK PLATE (3 SECTION) EA 10


682.4 INSTALL PEDESTRIAN SIGNAL SECTION (12 INCH) LED (2 IND) EA 8

683.1 LED COUNTDOWN PEDESTRIAN MODULE EA 8

684.1 TRAFFIC SIGNAL CABLES (TYPE A)(12 AWG)(CONDUCTOR NO. 3) (TRAY CABLE) LF 1355

684.1 TRAFFIC SIGNAL CABLES (TYPE A)(14 AWG)(CONDUCTOR NO. 9) LF 2820


686.1 INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(STR TY B)(LUM) EA 5

687.1 PEDESTAL POLE ASSEMBLY EA 6

688.2 PEDESTRIAN DETECTORS [2 INCH PUSH BUTTON] EA 8

688.3 AUDIBLE PEDESTRIAN SIGNAL UNITS [TYPE] EA 8

695.2 EMERGENCY PREEMPTION PHASE SELECTOR EA 4

695.3 EMERGENCY PREEMPTION DETECTOR EA 4

695.4 EMERGENCY PREEMPTION DETECTOR CABLE LF 620

696.1 RADAR ADVANCED DETECTION DEVICE (RADD) EA 3

696.2 RADAR PRESENCE DETECTION DEVICE (RPDD) EA 4

696.3 RADAR ADVANCED DETECTION DEVICE (RADD) COMMUNICATION & POWER CABLE(S) LF 505

696.4 RADAR PRESENCE DETECTION DEVICE (RPDD) COMMUNICATION & POWER CABLE(S) LF 825

5300.2 OFF-DUTY POLICE OFFICERS HR 400

6007.1 REMOVAL OF TRAFFIC SIGNALS AT INTERSECTION EA 1

8100.1 Install ITS Traffic Monitoring Camera Assembly EA 1

8100.2 Install ITS Traffic Monitoring Camera Cabling LF 95

0170 6001 IRRIGATION SYSTEM LS 1

0192 6012 MULCH CY 5

0192 6014 PLANTING SOIL MIX CY 25

ADDENDUM 04




3

ALT.

NO. ITEM NO.

DESC.

CODE

S.P.


UNIT OF

MEASURE

APPROX.

QUANTITIES

UNIT BID

PRICE AMOUNT

ITEM

SEQUENCE

NO.

0192 6039 PLANT MATERIAL (MIN 10' HT) (B&B) EA 12

0432 6003 RIPRAP (CONC)(6 IN) CY 84

0450 6052 RAIL (HANDRAIL)(TY F) LF 112

0462 6002 CONC BOX CULV (3 FT X 3 FT) LF 141




0465 2144 INLET (COMPL)(TRAFFIC)(TY X-2) EA 1



0465 6040 INLET (COMPL)(PCU)(5FT)(BOTH) EA 2

0465 6071 INLET (COMPL)(PSL)(RC)(4FTX4FT) EA 2




0465 6207 INLET (COMPL)(CURB)(TY 1)(10') EA 21

0465 6274 MANH (COMPL)(RISER ONLY) EA 3

0465 6284 MANHOLE (COMPL)(SPECIAL) EA 2

0496 6007 REMOV STR (PIPE) LF 210

0502 6001 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 12

0512 6009 PORT CTB (FUR & INST)(LOW PROF)(TY 1) LF 740

0512 6010 PORT CTB (FUR & INST)(LOW PROF)(TY 2) LF 440

0512 6033 PORT CTB (MOVE)(LOW PROF)(TY 1) LF 1300

0512 6034 PORT CTB (MOVE)(LOW PROF)(TY 2) LF 560

0512 6057 PORT CTB (REMOVE)(LOW PROF)(TY 1) LF 740

0512 6058 PORT CTB (REMOVE)(LOW PROF)(TY 2) LF 440

0528 6012 LANDSCAPE PAVERS TYPE II SY 170

0529 6015 CONC CURB (TY C1) LF 145

0529 6027 CONC CURB (TY C2) LF 438

0662 6060 WK ZN PAV MRK REMOV (W)4"(BRK) LF 1050

0662 6063 WK ZN PAV MRK REMOV (W)4"(SLD) LF 5150



0662 6080 WK ZN PAV MRK REMOV (W)(ARROW) EA 1

0662 6090 WK ZN PAV MRK REMOV (W)(WORD) EA 1

0662 6095 WK ZN PAV MRK REMOV (Y)4"(SLD) LF 14289

0662 6109 WK ZN PAV MRK SHT TERM (TAB)TY W EA 560

0662 6110 WK ZN PAV MRK SHT TERM (TAB)TY Y EA 342

0677 6001 ELIM EXT PAV MRK & MRKS (4") LF 475

0677 6017 ELIM EXT PAV MRK & MRKS (SYMBOL) EA 4

0752 6005 TREE REMOVAL (4" - 12" DIA) EA 3



1004 6001 TREE PROTECTION EA 30

6001 6001 PORTABLE CHANGEABLE MESSAGE SIGN DAY 42

ADDENDUM 04




4

ALT.

NO. ITEM NO.

DESC.

CODE

S.P.


UNIT OF

MEASURE

APPROX.

QUANTITIES

UNIT BID

PRICE AMOUNT

ITEM

SEQUENCE

NO.

The City only will accept bid pricing to the hundredths. Any pricing extended out to three decimal points will be

truncated to two decimal points in the City's favor.

100.1 MOBILIZATION LS 1

100.2 INSURANCE AND BOND LS 1

101.1 PREPARING RIGHT-OF-WAY LS 1


103.3 REMOVE SIDEWALKS AND DRIVEWAYS SF 2600



203.1 TACK COAT GAL 1042

205.2 HOT MIX ASPHALTIC PAVEMENT TY B (12" COMP DEPTH) SY 574

205.3 HOT MIX ASPHALTIC PAVEMENT TY C (2" COMP DEPTH) SY 10419

208.1 SALVAGING, HAULING & STOCKPILING RECLAIM ASPH PAV 2 IN. SY 9949


307.1 CONCRETE STRUCTURE (FOUNDATION) CY 0.3


401.104 REINFORCED CONCRETE PIPE (CLASS IV)(24" DIA) LF 51






506.1 CONCRETE RETAINING WALLS COMBINATION TYPE CY 24

511.3 REPLACING WITH HOT MIX ASPHALTIC CONCRETE PAVEMENT TYPE B 12 INCHES COMPACTED DEPTH SY 40


531.1 COSA SIGNS EA 3

535.1 4 INCH WIDE YELLOW LINE LF 4224






535.11 COMBINATION THRU/LEFT WHITE ARROW EA 3









624.8 GROUND BOXES TYPE D (162922) EA 1


DESIGN PACKAGE 2

ADDENDUM 04




5

ALT.

NO. ITEM NO.

DESC.

CODE

S.P.


UNIT OF

MEASURE

APPROX.

QUANTITIES

UNIT BID

PRICE AMOUNT

ITEM

SEQUENCE

NO.

680.2 INSTALLATION OF HIGHWAY TRAFFIC SIGNALS (SYSTEM) EA 1




682.4 INSTALL PEDESTRIAN SIGNAL SECTION (12 INCH) LED (2 IND) EA 2


684.1 TRAFFIC SIGNAL CABLES (TYPE A)(12 AWG)(CONDUCTOR NO. 3) (TRAY CABLE) LF 175




686.1 INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 60')(LUM)(ILSN) EA 1



693.1 INTERNALLY LIGHTED STREET NAME SIGNS [ILSN SIGN 8' S] EA 1






696.3 RADAR ADVANCED DETECTION DEVICE (RADD) COMMUNICATION & POWER CABLE(S) LF 445

696.4 RADAR PRESENCE DETECTION DEVICE (RPDD) COMMUNICATION & POWER CABLE(S) LF 510



8100.1 INSTALL ITS TRAFFIC MONITORING CAMERA ASSEMBLY EA 1

8100.2 INSTALL ITS TRAFFIC MONITORING CAMERA CABLING LF 165

0170 6001 IRRIGATION SYSTEM LS 1

0465 6175 INLET (COMPL)(CURB)(TY C) EA 1

0502 6001 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 3

0528 6012 LANDSCAPE PAVERS TYPE II SY 133


0662 6080 WK ZN PAV MRK REMOV (W)(ARROW) EA 2

0662 6090 WK ZN PAV MRK REMOV (W)(WORD) EA 2

0662 6109 WK ZN PAV MRK SHT TERM (TAB)TY W EA 330

0662 6110 WK ZN PAV MRK SHT TERM (TAB)TY Y EA 212




ALT.

NO. ITEM NO.

DESC.

CODE

S.P.


UNIT OF

MEASURE

APPROX.

QUANTITIES

UNIT BID

PRICE AMOUNT

ITEM

SEQUENCE

NO.

100 MOBILIZATION LS 1.00

101 PREPARATION OF RIGHT-OF-WAY LS 1.00

103 REMOVE CONCRETE CURB LF 15.00

Total City Base Bid Amount:

SAWS WATER

ADDENDUM 04




6

103 REMOVE SIDEWALKS & DRIVEWAYS SF 218.00

500 CONCRETE CURB, GUTTER, AND CONCRETE CURB AND GUTTER LF 15

502 CONCRETE SIDEWALK SY 26

550 TRENCH EXCAV. SAFETY PROTECTION LF 295

818 8" PVC WATERLINE (RESTRAINED) (0'-6' CUT) LF 110

818 12" PVC WATERLINE (RESTRAINED ) (0'-6' CUT) LF 90

818 12" PVC WATERLINE (RESTRAINED ) (6'-14' CUT) LF 95

824 RELAY 1-1/2", SHORT EA 2

826 VALVE BOX ADJUSTMENT EA 2

828 12" GATE VALVE, COMPLETE w/BOX EA 3

831 12"x12" CUT-IN-TEE EA 3

834 FIRE HYDRANT, COMPLETE EA 1

834.3 RELOCATE FIRE HYDRANT EA 1

836 PIPE FITTINGS, ALL SIZES AND TYPES TON 4

840 8" WATER TIE-IN EA 7

840 12" WATER TIE-IN EA 8

841 HYDROSTATIC TESTING EA 7

844 2" BLOW-OFF, TEMPORARY EA 15

858 CONCRETE ENCASEMENT, CRADLES, SADDLES AND COLLARS CY 15

Special

Spec

(Electrical)

REMOVE AND RELOCATE EXISTING PRESSURE POINT MONITORING PANEL. EXTEND ALL NEW

COMPONENTS, UNDERGROUND CONDUITS, AND ELECTRICAL WIRING FROM THE PRESSURE

MONITORING POINT PANEL, AND EXISTING METER BOX TO NEW POWER POLE. RELOCATE EXISTING

YAGI ANTENNA AND SERVICE METER. AS SHOWN ON THE DRAWINGS AND SPECIFIED IN THE

CONTRACT DOCUMENTS COMPLETE-IN-PLACE FOR THE LUMP SUM.

LS 1

ALT.

NO. ITEM NO.

DESC.

CODE

S.P.


UNIT OF

MEASURE

APPROX.

QUANTITIES

UNIT BID

PRICE AMOUNT

ITEM

SEQUENCE

NO.

206 ASPHALT TREATED BASE (10" COMPACTED DEPTH) SY 20

413 FLOWABLE FILL CY 2

550 TRENCH EXCAVATION PROTECTION LF 175

848 10" PVC SDR-26 (2241) SEWER LINE (6'-14') CY 175

852 SANITARY SEWER MANHOLE (0'-6') EA 1

852 SANITARY SEWER DROP MANHOLE (0'-6') EA 1

852 EXTRA DEPTH MAHOLES (>6') VF 5

855 RECONSTRUCTION OF EXISTING MANHOLE EA 2

864-S1 BY-PASS PUMPING LS 1

866 SAN. SWR. PRE TELEVISION INSP. (8"-15") LF 175

866 SAN. SWR. POST TELEVISION INSP. (8"-15") LF 175

Total City + SAWS Water + SAWS Sewer Base Bid Amount:

SAWS Sewer

Total SAWS Water Base Bid Amount:

Total SAWS Sewer Base Bid Amount:

ADDENDUM 04




7

Title: _______________________________

_______________________________certifies that the unit prices shown on this complete computer print-out for all of the bid items and the alternates contained in

this proposal are the unit prices intended and that its bid will be tabulated using these unit prices and no other information from this print-out.

_______________________________Acknowledged and agrees that the total bid amount shown will be read as its total bid and further agrees that the official total bid

amount will be determined by multiplying the unit bid prices shown in this print-out by the respective estimated quantities shown in the proposal and then

totaling all of the extended amounts. _______________________________ agrees to the terms, conditions, and requirements of the bidder's bid proposal.

Signed: _______________________________ Date: ____________________

ADDENDUM 04

QTY NO.ITEM DESCRIPTION UNIT QTY NO.ITEM DESCRIPTION UNIT

ESTIMATE AND QUANTITY

SHEET 1 OF 1

11

WORK ZONE PAVEMENT MARKING ITEMS.

REMOVED. THIS WORK IS SUBSIDIARY TO THE

WITH WORK ZONE PAVEMENT MARKINGS SHALL BE

1. EXISTING PAVEMENT MARKING IN CONFLICT

NOTES:

DESIGN PACKAGE 1 QUANTITIES

ADDENDUM NO. 04

Plotted on:

9/21/2017

3:35:31 P

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P:\52\41\46\design\

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DATE:_________________

DSGN. BY:_____________ SHEET NO.:___________

9/21/2017PROJECT NO.:________________________________

CHKD. BY:___________LR

5241-46

JG JG

TRANSPORTATION & CAPITAL IMPROVEMENTS

CITY OF SAN ANTONIO

MEDICAL CENTER PHASE XLOUIS PASTEUR & EWING HALSELL

DRWN. BY:____________

________% SUBMITTAL

DESIGN PACKAGE 1

100

ESTIMATE AND QUANTITYITEM NO. DESCRIPTION UNIT QTY

TRAFFIC CONTROL PLAN

CoSA


TXDOT

0502-6001 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 12

0512-6009 PORT CTB (FUR & INST)(LOW PROF)(TY 1) LF 740

0512-6010 PORT CTB (FUR & INST)(LOW PROF)(TY 2) LF 440

0512-6033 PORT CTB (MOVE)(LOW PROF)(TY 1) LF 1,300

0512-6034 PORT CTB (MOVE)(LOW PROF)(TY 2) LF 560

0512-6057 PORT CTB (REMOVE)(LOW PROF)(TY 1) LF 740

0512-6058 PORT CTB (REMOVE)(LOW PROF)(TY 2) LF 440

0662-6060 WK ZN PAV MRK REMOV (W)4"(BRK) LF 1,050

0662-6063 WK ZN PAV MRK REMOV (W)4"(SLD) LF 5,150

0662-6071 WK ZN PAV MRK REMOV (W)8"(SLD) LF 312


0662-6080 WK ZN PAV MRK REMOV (W)(ARROW) EA 1

0662-6090 WK ZN PAV MRK REMOV (W)(WORD) EA 1

0662-6095 WK ZN PAV MRK REMOV (Y)4"(SLD) LF 14,289

0662-6109 WK ZN PAV MRK SHT TERM (TAB)TY W EA 560

0662-6110 WK ZN PAV MRK SHT TERM (TAB)TY Y EA 342

6001-6001 PORTABLE CHANGEABLE MESSAGE SIGN DAY 42

ROADWAY

CoSA

103.1 REMOVE CONCRETE CURB LF 1,193

103.3 REMOVE SIDEWALKS AND DRIVEWAYS SF 7,780

103.4 REMOVE MISCELLANEOUS CONCRETE SF 3,015


203.1 TACK COAT GAL 1,572

205.3

THICKNESS (PG 76-22)

HOT MIX ASPHALTIC PAVEMENT TY C 2 IN. PAV SY 15,715

208.1

2 IN.

SALVAGING, HAULING & STOCKPILING RECLAIM ASPH PAV SY 15,549

209.1 CONCRETE PAVEMENT AT 12 INCHES OF DEPTH SY 92




503.2 PORTLAND CEMENT CONCRETE DRIVEWAY COMMERCIAL SY 214

DRAINAGE

CoSA


103.4 REMOVE MISCELLANEOUS CONCRETE SF 4,673

103.5 REMOVE RAIL (PEDESTRIAN) LF 123

105.1 CHANNEL EXCAVATION CY 374

106.1 BOX CULVERT EXCAVATION AND BACKFILL CY 10,073

307.1 CONCRETE STRUCTURE (ELEVATED SIDEWALKS) (< 10 C.Y. CY 9




413.2 FLOWABLE FILL (HIGH STRENGTH) CY 3,230



507.2 CHAIN LINK WIRE FENCE (6 FT. HIGH) LF 498

511.3

TYPE B 12 INCHES COMPACTED DEPTH

REPLACING WITH HOT MIX ASPHALTIC CONCRETE PAVEMENT SY 2,999


551.1 TEMPORARY SPECIAL SHORING SF 47,152

TXDOT

0432-6003 RIPRAP (CONC)(6 IN) CY 84

0450-6052 RAIL (HANDRAIL)(TY F) LF 112

0462-6002 CONC BOX CULV (3 FT X 3 FT) LF 141




0465-2144 INLET (COMPL)(TRAFFIC)(TY X-2) EA 1



0465-6040 INLET (COMPL)(PCU)(5FT)(BOTH) EA 2

0465-6071 INLET (COMPL)(PSL)(RC)(4FTX4FT) EA 2




0465-6207 INLET (COMPL)(CURB)(TY 1)(10') EA 21

0465-6274 MANH (COMPL)(RISER ONLY) EA 3

0465-6284 MANHOLE (COMPL)(SPECIAL) EA 2

0496-6007 REMOV STR (PIPE) LF 210

0529-6027 CONC CURB (TY C2) LF 438

LANDSCAPING

CONCRETE SIDEWALKS 4"

CONCRETE SIDEWALKS 5"

CONCRETE SIDEWALKS (VIA BUS FOUNDATION)

INLET (COMPL)(PSL)(RC)(5FTX5FT)



INLET (COMPL)(CURB)(TY 1)(10')

MANH (COMPL)(RISER ONLY)

MANHOLE (COMPL)(SPECIAL)

0496-6007 REMOV STR (PIPE)

0529-6027 CONC CURB (TY C2) 438

LANDSCAPING

CoSA





TXDOT

0170-6001 IRRIGATION SYSTEM LS 1

0192-6012 MULCH CY 5

0192-6014 PLANT SOIL MIX CY 25

0192-6039 PLANT MATERIAL (MIN 10' HT) (B&B) EA 12

0528-6012 LANDSCAPE PAVERS (TYPE II) SY 170

0529-6015 CONC CURB (TY C1) LF 145

0752-6005 TREE REMOVAL (4" - 12" DIA) EA 3



1004-6001 TREE PROTECTION EA 30

TRAFFIC SIGNAL

CoSA



615.1

CABINET)

TRAFFIC SIGNAL CONTROLLER ASSEMBLY (TYPE 332 EA 1






620.2 ELECTRICAL CONDUCTORS (NO. 8)(BARE) LF 1,585

620.3 ELECTRICAL CONDUCTORS (NO. 6)(INSULATED) LF 25

624.8 GROUND BOXES TYPE D (162922) W/ APRON EA 4

628.1 ELECTRICAL SERVICES (PER INSTALLATION) EA 1

628.2 REMOVE ELECTRICAL SERVICES (PER REMOVAL) EA 1


655.1 TYPE 332 CONTROLLER FOUNDATION EA 1

680.1 INSTALLATION OF HIGHWAY TRAFFIC SIGNALS (ISOLATED) EA 1

682.1

SECTION)

INSTALL VEHICLE SIGNAL SECTION WITH BACK PLATE (3 EA 10

682.3

SECTION)


682.4

(2 IND)

INSTALL PEDESTRIAN SIGNAL SECTION (12 INCH) LED EA 8


684.1

NO. 3) (TRAY CABLE)

TRAFFIC SIGNAL CABLES (TYPE A)(12 AWG)(CONDUCTOR LF 1,355

684.1

NO. 9)


684.1

NO. 3)


686.1

TY B)(LUM)

INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(STR EA 5


688.2 PEDESTRIAN DETECTORS [2 INCH PUSH BUTTON] EA 8







696.3

COMMUNICATION & POWER CABLE(S)

RADAR ADVANCED DETECTION DEVICE (RADD) LF 505

696.4


RADAR PRESENCE DETECTION DEVICE (RPDD) LF 825


8100.1 Install ITS Traffic Monitoring Camera Assembly EA 1

8100.2 Install ITS Traffic Monitoring Camera Cabling LF 95

SIGNING AND PAVEMENT MARKINGS

4 INCH WIDE YELLOW LINE


RADAR ADVANCED DETECTION DEVICE (RADD)


RADAR PRESENCE DETECTION DEVICE (RPDD)

REMOVAL OF TRAFFIC SIGNALS AT INTERSECTION

Install ITS Traffic Monitoring Camera Assembly

Install ITS Traffic Monitoring Camera Cabling


CoSA


535.1 4 INCH WIDE YELLOW LINE LF 6,544

535.2 4 INCH WIDE WHITE LINE LF 2,028







535.23 HANDICAP SYMBOL EA 4

535.24 RELOCATE SIGN EA 6



TXDOT

0677-6001 ELIM EXT PAV MRK & MRKS (4") LF 475

0677-6017 ELIM EXT PAV MRK & MRKS (SYMBOL) EA 4

STORM WATER POLLUTION PREVENTION PLAN

CoSA

540.1 ROCK FILTER DAMS (INSTALL/REMOVE) (TYPE 2) LF 13


MISCELLANEOUS

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DATE:_________________

DSGN. BY:_____________ SHEET NO.:___________

9/1/2017PROJECT NO.:________________________________

CHKD. BY:___________LR

5241-46

DATE

9/1/2017

JAMES A. LUTZ, P.E.

84722

S

TAT

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JAMES A. LUTZ

JG JG


CITY OF SAN ANTONIO


DRWN. BY:____________

________% SUBMITTAL

DESIGN PACKAGE 1

REVIEW & APPROVAL

DESIGN

DATE

9/1/2017

LUKE REED, P.E.

TATE OF TEAS

PR

OF

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CONDITIONS SPECIAL AND NOTESTRAFFIC

CONTRACTOR. THE BYCORRECTED

ARE CONDITIONS THE AS TIME SUCH UNTILCITY

THE TO EXPENSE NO AT OPERATIONS CONSTRUCTIONSTOP

TO OPTION THE HAVE SHALL COI THE PUBLIC,GENERAL

THE PROTECT TO QUANTITY IN INSUFFICIENT AREOR

PLACED INCORRECTLY ARE OR STANDARDSESTABLISHED

TO CONFORM NOT DO DEVICES CONTROL TRAFFICTHE

COI, THE AND REPRESENTATIVE ENGINEERINGTRAFFIC

THE OF OPINION THE IN IF, DEPLOYED. BEINGDEVICES

CONTROL TRAFFIC THE INSPECT TO RESPONSIBLEBE

ONLY WILL REPRESENTATIVE ENGINEERING TRAFFICTHE

AND (COI) INSPECTOR / OBSERVER CONSTRUCTIONCITY'S

THE DEVICES. CONTROL TRAFFIC UNIFORM ONMANUAL

TEXAS THE OF REQUIREMENTS THE TO CONFORMINGPLAN

BARRICADE AND SIGN A INCLUDING TEXAS, OF STATETHE

IN REGISTERED ENGINEER PROFESSIONAL A BYSEALED

PLAN CONTROL TRAFFIC A REVIEW FOR SUBMITSHALL

HE PLANS, THESE WITH INCLUDED CONTROL TRAFFICFROM

VARY TO WISHES CONTRACTOR THE THAT ORCONTROL,

TRAFFIC INCLUDE NOT DO PLANS THESE THAT EVENTTHE

IN PLAN. CONTROL TRAFFIC A CONSTITUTETHEMSELVES,

OF AND IN NOT, DO NOTES, THESEREGULATIONS.

AND STANDARDS INDUSTRY RELATED ANDTMUTCD

SPECIFICATIONS, PLANS, THE WITH ACCORDANCEIN

SITE JOB THE AT MAINTAINED AND INSTALLEDPROPERLY

ARE DEVICES CONTROL TRAFFIC ALL THATENSURE1.

PLACE. IN ARE SIGNALS AND SIGNSTRAFFIC

PERMANENT APPLICABLE ALL UNTIL REMOVED BENOT

SHALL BARRICADES THE SECTION. OPERATIONSTRAFFIC

THE CONTACT AGAIN BARRICADES, THE OFREMOVAL

AND CONTRACT THE OF COMPLETION TO PRIORINVENTORY.

SIGNAL TRAFFIC AND SIGN TRAFFIC A FOR207-7765

AT SECTION OPERATIONS TRAFFIC ANTONIO SANOF

CITY THE CONTACT CONSTRUCTION, STARTING TOPRIOR2.

EXPENSE. CONTRACTOR'STHE

AT REPLACED BE SHALL CONSTRUCTION OFCOMPLETION

UPON DAMAGED OR MISSING DEVICESCONTROL

TRAFFIC OR SIGNS PERMANENT ALLCONTRACTOR.

THE BY REINSTALLED BE TO SITECONSTRUCTION

THE TO RETURNED BE SIGNS THE THAT REQUESTSHALL

CONTRACTOR THE SIGNS, STOP PERMANENT REMOVEDHAS

ANTONIO SAN OF CITY THE IF PUBLIC. GENERALTHE

PROTECT TO REQUIRED DEVICES CONTROL TRAFFICOTHER

ALL AND SIGNS STOP TEMPORARY MAINTAIN ANDOBTAIN3.

EXPENSE.

CONTRACTOR'S AT CONTRACTOR THE BYNECESSARY

AS MODIFIED, AND ADJUSTED BE WILL DEVICESCONTROL

TRAFFIC TEMPORARY OF LOCATION PROGRESSES, WORKAS4.

EXPENSE.CONTRACTOR'S

THE AT REPRESENTATIVE ENGINEERINGTRAFFIC

THE BY ORDERED BE MAY SIGNS NAME BUSINESSAND/OR

DEVICES, DIRECTIONAL SPECIAL DEVICES,CONTROL

TRAFFIC TEMPORARY ADDITIONAL ARISES, NEED THEIF5.

DEVICES. CONTROL TRAFFIC UNIFORM ON MANUALTEXAS

THE TO AND STANDARD'S, TxDOT'S SHEETS,STANDARDS"

BARRICADE AND SIGN "TYPICAL CITY'S THETO

CONFORM SHALL DEVICES CONTROL TRAFFICTEMPORARY6.

ITEMS.

OTHER IN INCLUDED BE TO COST THE WITHPAYMENT,

DIRECT NO AT ETC. ASPHALT, WITH UPLEVELING

POTHOLES, TRENCHES, REPAIRING BY TRAFFICTHROUGH

TO OPEN LIMITS PROJECT WITHIN STREETS ALLMAINTAIN7.

NEEDED. IF PEDESTRIANS ANDCHILDREN

SCHOOL FOR ACCOMMODATIONS ACCESS SUITABLEPROVIDE8.

SERVICE.POSTAL

U.S. THE BY MAIL OF DELIVERY FOR ACCESSPROVIDE9.

WORK.

THE OF PHASES ALL WITHIN TIMES ALL ATBUSINESSES

ALL AND RESIDENCES TO ACCESS FORPROVIDE10.

DEVICES. CONTROL TRAFFIC UNIFORMON

MANUAL TEXAS THE OF VI-D PART WITH ACCORDANCEIN

INSTALLED SIGNS AND MARKINGS PAVEMENTTEMPORARY

APPROVED AND REMOVED BE SHALLAPPLICABLE

LONGER NO MARKINGS CONTROL TRAFFIC USED,NORMALLY

LANES THE THAN OTHER PATHS VEHICLE OFUTILIZATION

THE NECESSITATES WORK CONSTRUCTIONWHEN11.

CONSTRUCTION. DURING JOBS ALL ONFLYER

INFORMATION AN WITH BUSINESSES AND RESIDENTSALL

FURNISH TO RESPONSIBLE BE WILL AND DEVICESCONTROL

TRAFFIC CONTRACTOR'S THE MONITOR WILL COITHE12.

ENGINEER.TRAFFIC

CITY'S THE BY MADE BE SHALL EQUIPMENTDAMAGED

THE REPLACE, TO OPPOSED AS REPAIR, TODECISION

THE EXPENSE. CONTRACTOR'S THE ATREPLACED

OR REPAIRED BE SHALL PROJECT THE OFCOMPLETION

UPON OR DURING CONDUITS OR LOOPS BOX,CONTROLLER

THE SIGNALS, TRAFFIC PERMANENT TO DAMAGEANY13.

ITEMS.OTHER

IN INCLUDED BE TO IS COST THE WORK. THISFOR

PAYMENT DIRECT NO BE WILL THERE ENGINEER.STREET

CITY'S THE BY APPROVED BE MUST SECTIONREPLACED

THE ACTIVITIES. CONSTRUCTION TO DUEDAMAGED

ARE WHICH LIMITS, PROJECT THE OF OUTSIDESTREETS

ALL REPAIRING FOR RESPONSIBLE IS CONTRACTORTHE14.

ENGINEER. TRAFFIC THE BYDIRECTED

AS REQUIRED BE WILL OFFICERS POLICEOFF-DUTY15.

CONTACT.

INITIAL THE OF HOURS TWO WITHIN STAFFCITY

THE TO RESPOND CONTRACTOR THE HAVE ANDCONTRACTOR

THE CONTACT TO ABLE BE MUST SERVICEANSWERING

THE SERVICE. ANSWERING COMMERCIAL A BEMUST

NUMBER TELEPHONE THIS PROJECT. THE OF DAYWORKING

FIRST THE BY HOLIDAYS AND WEEKENDS,EVENINGS,

FOR NUMBER TELEPHONE EMERGENCY AN CITY THEPROVIDE16.

CONTACT.

INITIAL THE OF HOURS TWO WITHIN STAFFCITY

THE TO RESPOND CONTRACTOR THE HAVE ANDCONTRACTOR

THE CONTACT TO ABLE BE MUST SERVICEANSWERING

THE SERVICE. ANSWERING COMMERCIAL A BEMUST

NUMBER TELEPHONE THIS PROJECT. THE OF DAYWORKING

FIRST THE BY HOLIDAYS AND WEEKENDS,EVENINGS,

FOR NUMBER TELEPHONE EMERGENCY AN CITY THEPROVIDE16.

362-5220. (210) AT VIA CONTACT ROUTE,BUS

A ALONG FALLS CLOSURE THE IF ADVANCE. INHOURS

FORTY-EIGHT LEAST AT CLOSURE STREET PENDINGTHE

OF THEM APPRISE TO 207-2257, (210) ATDEPARTMENT

POLICE THE AND 227-8341 (210) AT EMSAND

DEPARTMENT FIRE THE FOR DISPATCHERS THECONTACT

BLOCKED, BE TO SCHEDULED IS ACCESS CONTINUOUSWHEN

PLANS. THESE ON SHOWN OTHERWISE UNLESSSTREETS

INTERSECTING ALL TO ACCESS CONTINUOUSMAINTAIN17.

ETC.).SUBSTRATE,

PLYWOOD USING BACKGROUND, ORANGE ONLEGEND

(BLACK MATERIAL ZONE CONSTRUCTION WITHFABRICATED

BE MAY AND LETTERS, 4-INCH OF MINIMUM AHAVE

SHALL THEY CONSTRUCTION, DURING USED ARESIGNS

TEMPORARY IF PROJECT. THE OF END THE ATINSPECTOR

CITY THE TO IN TURNED BE THEN ANDCONSTRUCTION,

OF BEGINNING THE TO PRIORENCOUNTERED

CONDITION THE IN MAINTAINED BE MUST THEY USED,ARE

SIGNS NAME STREET EXISTING THE IFCONSTRUCTION.

THROUGHOUT ONSITE INTERSECTION EACH AT SIGNSNAME

STREET TEMPORARY OR EXISTING THE EITHERMAINTAIN18.

CONSTRUCTION

DRAINAGE AND STREET - NOTES STAGING ANDPHASING

CONSTRUCTION. DURING TIMES ALLAT

TRAFFIC OF FLOW EXPEDITIOUS AN FACILITATE TOAND

EQUIPMENT AND PERSONNEL CONSTRUCTION AS WELLAS

PUBLIC THE TO PROTECTION MAXIMUM THE AFFORD TOAS

SO LOCATED BE SHALL SIGNS WARNING ANDBARRICADES

TEMPORARY THE ARRANGEMENTS. NECESSARY THEMAKE

TO IMMEDIATELY OFFICE ENGINEERING THECONTACT

WILL NOTIFIED, BEEN HAVING AFTERINSPECTOR,

CONSTRUCTION THE CLOSURE. STREET BEFORENOTICE

DAYS (7) SEVEN OF MINIMUM A MOTORISTS THEGIVE

AND SIGNS ADVISORY INSTALL TO NECESSARY ISTIME

MUCH THIS CLOSURE. STREET ARTERIAL ANY OFADVANCE

IN DAYS (10) TEN INSPECTIONS CONSTRUCTIONADVISE

TO RESPONSIBILITY CONTRACTOR'S THE BE WILLIT

CLOSURE. STREET MINOR ANY OF HOLIDAYS) ORWEEKENDS

INCLUDING (NOT ADVANCE IN HOURS 48INSPECTOR

CONSTRUCTION CITY'S THE CONTACT MUSTCONTRACTOR

THE MODIFICATIONS. OR CHANGES ANY ONDECISIONS

FINAL MAKE TO AUTHORITY COMPLETE HASWHICH

WORKS PUBLIC OF DEPARTMENT THE BY HANDLEDSTRICTLY

BE WILL STAGING OR PHASING REGARDING QUESTIONSANY1.

TIMES. ALL AT OPEN REMAIN SHALLAREA

SEPARATE OR PROJECT THE WITHIN STREETSREMAINING

ALL ALTERATION. FIELD APPROVED AN WITH TIMESAME

THE AT CONSTRUCTION UNDER BE MAY AREASSEPARATE

AND DISTINCT OF CONSIST THAT PROJECTSALLOWED.

BE NOT WILL PROJECT THE WITHIN LOCATIONSSCATTERED

DIFFERENT AT CONSTRUCTION PARTIAL PLANS.THE

IN INDICATED OTHERWISE UNLESS TIME, ONE ATWORKED

BE MAY CONSTRUCTION OF PHASES (2) TWO THAN MORENO

PROJECT, THE IN PHASES MORE OR (2) TWO ARE THEREIF2.

2.PHASE

TO PROCEEDING BEFORE BASE") "FLEXIBLE 200NO.

ITEM IS MATERIAL BASE IF COATED (PRIMEDENSITIES

APPROVED AND MATERIAL BASE WITH 100%COMPLETED

BE MUST 1 PHASE PROJECT, THE IN PHASES (2) TWOONLY

ARE THERE IF 3. PHASE BEGINNING BEFOREBASE")

"FLEXIBLE 200 NO. ITEM IS MATERIAL BASE IFCOATED

(PRIME DENSITIES APPROVED AND MATERIAL CASEWITH

100% COMPLETED BE MUST 1 PHASE 3, PHASE TOGOING

BEFORE AND 2 PHASE AND 1 PHASE AS SUCHPHASES.

(3) THREE LEAST AT ARE THERE WHERE PROJECTSIN

TIME, SAME THE AT WORKED BE MAY SEQUENCE INPHASES

(2) TWO PLANS, THE IN INDICATED OTHERWISEUNLESS3.

8.). PHASE TO UPASPHALT

"D" TYPE OR "B" TYPE FINISH MUST HE 17,PHASE

OF CONSTRUCTION START CAN CONTRACTOR THEBEFORE

PHASES, 20 HAS PROJECT THE IF (EXAMPLE: ON.WORKED

HAS HE PHASES LOWER THE OF 50% LEAST ATASPHALT

"D" TYPE OR "B" TYPE WITH FINISHCOMPLETELY

MUST HE 17, PHASE BEGIN CAN CONTRACTOR THEBEFORE

PHASES, (16) SIXTEEN THAN MORE HAS PROJECT THEIF4.

DIVISION.

TRAFFIC THE BY WRITING IN AUTHORIZED ORPLANS

THE ON NOTED SPECIFICALLY UNLESSCONSTRUCTION,

UNDER LIMITS PHASING THE OF OUTSIDE PLACETAKE

WILL CONSTRUCTION SEWER STORM NOCONSTRUCTION.

DRAINAGE STORM AND STREET FOR PHASED ARE PLANSTHE5.

PHASE. THE OFPART

BE SHALL WORK THIS SIZE. OF REGARDLESSUTILITIES,

CONSIDERED NOT ARE PIPES DRAINAGE STORMALL6.

APPROVAL. FOR ENGINEER THE TO CLOSUREA

SUCH FOR PLAN DETOUR A PROVIDE TO REQUIRED BEWILL

CONTRACTOR THE INTERSECTION. ENTIRE AN CLOSEMAY

CONTRACTOR THE ENGINEER, THE FROM APPROVALWITH

SIMULTANEOUSLY. CONSTRUCTED BE MAYINTERSECTIONS

ADJACENT TWO NO ENGINEER. THE BYDIRECTED

AS OR HOURS WEEKEND DURING DONE BE SHALLWORK

INTERSECTION ACCESS. MAINTAIN TO AS SOSTAGES

IN CONSTRUCTED BE SHALL STREETSINTERSECTING

PLANS, THE IN INDICATED OTHERWISEUNLESS7.

NOTES ADDITIONAL PLANTCP

GENERAL.1.

(TMUTCD).

DEVICES CONTROL TRAFFIC UNIFORM ONMANUAL

TEXAS THE WITH COMPLIANCE IN BE SHALLCLOSURES

LANE THE CLOSURES. LANE OF ADVANCE INDAYS

(7) LEAST AT CLOSURES LANEIMPENDING/UPCOMING

OF ENGINEER THE NOTIFY ONLY.DIRECTION

ONE IN ALLOWED BE WILL CLOSURES LANEADVANCE.

IN APPROVED BE SHALL SUNDAY ONACTIVITIES

WORK ENGINEER, THE BY PERMITTED SO IFA.

PUBLIC. TRAVELING THE ENDANGER WILLTHAT

POSITION A IN LEFT BE SHALL EQUIPMENT NOHOURS.

NON-WORK DURING ALLOWED BE NOT WILL PLANPHASING

THE ON SHOWN THOSE THAN OTHER CLOSURES LANEB.

PLACE. IN PLAN PREVENTIONPOLLUTION

WATER STORM THE WITH CONSTRUCTION, OFPHASES

ALL THROUGHOUT DRAINAGE ADEQUATE MAINTAINC.

SHOWN. OTHERWISE UNLESS TIMESALL

AT MAINTAINED BE MUST PROPERTIES TO ACCESSD.

OWNERS. RESPECTIVE THE WITHDRIVEWAYS

OF CLOSURE COORDINATE DRIVWAYS. OF FRONTIN

DRAIN STORM INSTALLING WHEN PROTECTIONADEQUATE

ALLOW TO REQUIRED BE WILL LPCB OF MOVEMENTE.

NOTES OFFICER POLICE2.

DISCRETION. ENGINEERSTHE

AT REQUIRED BE WILL OFFICERS POLICE USED.BEING

ARE PLANS THE IN DETAILED THAN OTHERCLOSURES

LANE WHEN P.M. 6:00 TO A.M. 6:00 FRIDAYTHROUGH

MONDAY ARE: TIMES OFFICER POLICE REQUIREDA.

PRESENT.IS

OFFICER WHEN RED FLASHING ON PUT BE WILLSIGNAL

TRAFFIC THE TIMES. ALL AT TRAFFIC DIRECTINGBE

TO REQUIRED IS HE PRESENT IS OFFICER THE WHENB.

PROVISIONS: AND NOTESSPECIAL

IPHASE

MEASURES. CONTROL EROSION TEMPORARYINSTALL1.

TMUTCD.

AND STANDARDS BC TXDOT AND COSA WITHACCORDANCE

IN AND I PHASE FOR PLANS THE IN SHOWNAS DEVICES

CHANNELIZATION AND MARKINGS PAVEMENTINCLUDING

DEVICES CONTROL TRAFFIC TEMPORARYINSTALL2.

I. PHASE TCP PROPOSED THE TO TRAFFICSHIFT3.

II. PHASE IN COMPLETED BE WILL IPHASE

IN COMPLETED BE CANNOT THAT WATER SAWS FORWORK

UTILITY ALL WATER. SAWS FOR WORK UTILITYBEGIN4.

ZONE.WORK

WITH CONFLICT IN HEADS PEDESTRIAN BAGSIGNAL.

EXISTING REMOVE AND SIGNAL TRAFFICCONSTRUCT5.

CONCURRENT.

BE MAY I) (PHASEWORK ROAD AND WATER SAWSFOR

WORK UTILITY UPSTREAM. TO DOWNSTREAM FROMDRAIN

STORM CONSTRUCT AND CHANNEL DRAINAGE ATWORK

BEGIN PLANS. THE IN SHOWN AS ISE PHACONSTRUCT6.

IIPHASE

MEASURES.

CONTROL EROSION TEMPORARYINSTALL/ADJUST1.

TMUTCD.

AND STANDARDS BC TXDOT AND COSA WITHACCORDANCE

IN AND II PHASE FOR PLANS THE IN SHOWNAS DEVICES



ZONE.WORK

WITH CONFLICT IN HEADS SIGNAL PEDESTRIANBAG3.

II. PHASE TCP PROPOSED THE TO TRAFFICSHIFT4.

CONCURRENT. BE MAY II)(PHASE

WORK ROAD AND WATER SAWS FOR WORK UTILITYPLANS.

CONSTRUCTION THE IN SHOWN AS II PHASECONSTRUCT5.

. III PHASETO

CONTINUINGBEFORE II PHASE IN WORK ALLCOMPLETE6.

IIIPHASE

MEASURES.

CONTROL EROSION TEMPORARYINSTALL/ADJUST1.

TMUTCD.AND

STANDARDS BC TXDOT AND COSA WITH ACCORDANCEIN

AND III PHASE FOR PLANS THE IN SHOWN ASDEVICES



ZONE.WORK

WITH CONFLICT IN HEADS SIGNAL PEDESTRIANBAG3.

CONFIGURATION. ULTIMATE ITS TO ROADWAY STRIPE 7.

4.SHIFT TRAFFIC TO THE PROPOSED TCP PHASE III.

CONCURRENT.

UTILITY AND ROAD WORK (PHASE III) MAY BE

5.CONSTRUCT PHASE III AS SHOWN IN THE PLANS.

FINAL STRIPING HAS BEEN COMPLETED.

TO BE USED AS TRAFFIC LANE DELINEATORS UNTIL

ACCORDING TO LIMITS ON PLANS. MARKING TABS ARE

6.UPON COMPLETION OF PHASE III, MILL AND OVERLAY

(2-2)-12 FOR CONSTRUCTING LATERALS IF NEEDED

7.USE ONE-LANE TWO-WAY TRAFFIC CONTROL TCP

TO PHASE II.

8.COMPLETE ALL WORK IN PHASE I BEFORE CONTINUING

INSTRUCTED TO DO SO BY THE ENGINEER.

4.DO NOT CONSTRUCT FINAL HOTMIX LIFT UNTIL

REMOVED.

5.ALL CONFLICTING PAVEMENT MARKINGS MUST BE

MONTHS.

WORK TIME ON DESIGN PACKAGE 2 TO A MAXIMUM OF 3

PACKAGE 1 CONSTRUCTION MAY BE CONCURRENT. LIMIT

1.BEGIN CONSTRUCTION ON DESIGN PACKAGE 2. DESIGN

MANAGER BEFORE CONSTRUCTION.

JANUARY 1, 2018. COORDINATE WITH BUILDING

2.WORK MAY NOT BEGIN ON WELLMED PARKING LOT PRIOR

EXPOSED.

ONE PRECAST SECTION OF BOX CULVERT SHALL BE

BEFORE THE END OF THE WORK DAY. NO MORE THAN

3.BACKFILL AND COVER STORM DRAIN BOX CULVERTS


NARRATIVE AND SPECIAL NOTES

15

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DATE:_________________

DSGN. BY:_____________

SCALE:1" = 40'

0 40 6020

SHEET NO.:___________

9/1/2017PROJECT NO.:________________________________

CHKD. BY:___________LR

5241-46

DATE

9/1/2017

JAMES A. LUTZ, P.E.

84722

S

TAT

E OF TEXA

S

IL ESNECD

EE

N

O

E

ISS

FO

RP

LAN

IGNE

R

JAMES A. LUTZ

JG JG


CITY OF SAN ANTONIO


DRWN. BY:____________

________% SUBMITTAL

A

B

C

I.D. DESCRIPTION

WK ZN PAV MRK REMOV (Y) 4" (SLD)

WK ZN PAV MRK REMOV (W) 4" (SLD)

WK ZN PAV MRK REMOV (W) 24" (SLD)

LEGEND:

PHASE II

CONSTRUCTION

PHASE I

CONSTRUCTION

PHASE III

CONSTRUCTION

BARRIER (LPCB)

LOW PROFILE CONCRETE

SIGN

TRAFFIC FLOW ARROWS

CHANNELIZING DEVICES

TYPE III BARRICADE

i.e. FADED.

5. EXISTING FEATURES ARE SHOWN SCREENED BACK,

OF BARRIER, UNLESS OTHERWISE NOTED.

SHALL BE USED AT THE END OF EACH SEGMENT

4. A TAPERED LOW PROFILE CONCRETE BARRIER

WORK ZONE PAVEMENT MARKING ITEMS.

REMOVED. THIS WORK IS SUBSIDIARY TO THE

WITH WORK ZONE PAVEMENT MARKINGS SHALL BE

3. EXISTING PAVEMENT MARKING IN CONFLICT

SPECIAL NOTES FOR MORE INFORMATION.

2. SEE TRAFFIC CONTROL PLAN NARRATIVE AND

TRAFFIC CONTROL PLAN STANDARD SHEETS.

1. FOR ADDITIONAL DETAIL SEE TXDOT AND COSA

NOTES:

E

F

WK ZN PAV MRK REMOV (ARROW)

WK ZN PAV MRK REMOV (WORD)

D WK ZN PAV MRK REMOV (W) 4" (BRK)

DESIGN PACKAGE 1

REVIEW & APPROVAL

DESIGN

DATE

9/1/2017

LUKE REED, P.E.

TATE OF TEAS

PR

OF

ESSIONAL E

NGI

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LICENSED

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LUKE REED

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100

OPPOSITE TRAFFIC LANE DIVIDER

E

S

E

S

S

E

C

C

E

W

W

W

W

C

E

W

2223

999.83

ED

GE

OF

ASP

HALT

2224

1000.02

ED

GE

OF

ASP

HALT

W

W

2476

1013.81

16 I

NC

H

OA

K

3031

998.60

1444+00 1445+00 1446+00 1447+00 1448+00

2350

1018.65

ASP

HALT R

AMP

W

W

2351

1018.71

ASP

HALT R

AMP

2352

1018.97

ASP

HALT R

AMP

2353

1018.96

ASP

HALT R

AMP

2477

1016.98

18 I

NC

H

OA

K

2603

1018.98

9" CR

APE

MYRTLE

W W

2534

1017.70

ASP

HALT

E

E

E

W

W

W

W

W

W

E

2855

1020.15

ASP

HALT

W

W

W

2874

1020.07

ASP

HALT

2900

1020.71

WHEELC

HAIR R

AMP

2899

1020.55

WHEELC

HAIR R

AMP

MA

TC

HLI

NE

ST

A 1444

+00

N

FL

OY

D

CU

RL

DR

EXIST RDWY EOP

SHEET 2 OF 6

MA

TC

HLI

NE

ST

A 1444

+00

MA

TC

HLI

NE

ST

A 1448

+00

N

EXIST RDWY EOP

LOUIS PASTEUR DR

ROW

ROW

Î LOUIS PASTEUR

TRAFFIC CONTROL PLAN LAYOUT

PHASE I

18

ROWM

AT

CH

LI

NE

ST

A 1440

+00

TAPER

STA 1444+31

END LPCB

STA 1444+63

BEGIN LPCB

STA 1445+63

END LPCBSTA 1446+44

BEGIN LPCB

RDWY EOP

EXIST

STA 1447+84

END LPCB

10.5'

10.5'

(B)

SEE SHEET 22

MATCHLINE

ROW

ROW

Î LOUIS PASTEUR

LOUIS PASTEUR DR

110'

STA 1440+41

BEGIN LPCB

STA 1441+61

END LPCB

STA 1442+13

BEGIN LPCB

STA 1443+53

END LPCB

RDWY EOP

EXIST

STA 1443+91

BEGIN LPCB

10.5' LT

STA 1441+63

END (A-A)

0.0' RT

STA 1440+41

END (B)

(C)

(C)

10.5' LT

STA 1440+41

(A-A)

10.5'

10.5'

90'

10.5' LT

STA 1443+08

BEGIN (B)

STA 1442+93

LPCB

30"X36"

R3-5L

24"X24"

R3-2748"X48"

CW20-3D

48"X48"

R5-1

48"X48"

R3-2

48"X48"

R3-2

48"X18"

M4-10L

48"X30"

R11-2

36"X12"

R6-1L

36"X12"

R6-1L

36"X12"

R6-1L

36"X12"

R6-1L

36"X12"

R6-1R

36"X12"

R6-1R

53.75' LT

STA 1442+22.80

BEGIN (B)

A

A

EXI

ST

RO

W

EXI

ST

RO

W

Î

NTS

CONCRETE BARRIER

LOW PROFILE

SECTION A-A

ROADWAY

42'

TRENCH

11'

BUFFER

4'

LANE

10.5'

LANE

10.5'

9'

20.2'

21'

9'

PROP 6'X 4' SBC

SHORING

TEMP SPECIAL

SHORING

TEMP SPECIAL

AT&T MANHOLE

EXISTING

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SCALE: 1"= 40' HORIZ

DATE:_________________

DSGN. BY:_____________

SCALE:1" = 40'

0 40 6020

SHEET NO.:___________

9/1/2017PROJECT NO.:________________________________

CHKD. BY:___________LR

5241-46

DATE

9/1/2017

JAMES A. LUTZ, P.E.

84722

S

TAT

E OF TEXA

S

IL ESNECD

EE

N

O

E

ISS

FO

RP

LAN

IGNE

R

JAMES A. LUTZ

WATER LINE

SANITARY SEWER LINE

OVERHEAD ELECTRIC LINE

LEGEND

CPS GAS LINE

LINE-A1

DI-A1

MH-A1

DROP INLET W/ DESIGNATION

JUNCTION BOX W/ DESIGNATION

STORM DRAIN LINE W/ DESIGNATION

DRAINAGE FLOW ARROW

OH E

10" SS

UGE

12" W

JG JG


CITY OF SAN ANTONIO


DRWN. BY:____________

________% SUBMITTAL

8"-G

UNDERGROUND ELECTRIC

24" RW RECYCLED WATER LINE

MANHOLE

DRAINAGE INLET

DESIGN PACKAGE 1

REVIEW & APPROVAL

DESIGN

DATE

9/1/2017

LUKE REED, P.E.

TATE OF TEAS

PR

OF

ESSIONAL E

NGI

NE

ER

LICENSED

S

X

LUKE REED

101242

100

DRAINAGE ITEMS.

14. CONCRETE COLLARS SHALL BE CONSIDERED SUBSIDIARY TO VARIOUS

ROADWAY PROFILE.

13. INSTALL CURB INLETS AT THE SAME LONGITUDINAL SLOPE AS

OPENING OF 3.6' x 2.0' FOR CONVEYANCE.

12. KNOCKOUTS BETWEEN CONNECTING INLETS TO MAINTAIN A MINIMUM

THE INLET STRUCTURE CONTAINING THE DOWNSTREAM LATERAL/PIPE.

11. ALL INLET STATION, OFFSET, AND ELEVATION REFERENCES ARE TO

TXDOT ITEM 402 "TRENCH EXCAVATION PROTECTION."

10. ALL STORM DRAIN SYSTEMS TO BE INSTALLED IN ACCORDANCE WITH

AND DETAILS FOR EQUALIZATION OPENINGS.

9. MANUFACTURER TO PROVIDE DESIGN OF NON-STANDARD BOX SIZES

OUTSIDE OF NORMAL WHEEL PATH (CENTER OF LANE).

8. MANHOLE LIDS TO BE BOLTED AND PLACED AT FINISHED GRADE AND

DRAINAGE. SUBSIDIARY TO INLET AND MANHOLE ITEMS.

7. INLETS AND MANHOLES TO BE GROUTED TO PROVIDE POSITIVE

6. SHORING OF EXIST POLES SUBSIDIARY TO INLET & MANHOLE ITEMS.

5. SEE HORIZONTAL ALIGNMENT SHEETS FOR ROADWAY ALIGNMENT.

4. REFER TO SAN ANTONIO DISTRICT STDS FOR INLET CONTROL POINTS

PRIOR TO BEGINNING CONSTRUCTION.

TO BE ACCURATE. CONTRACTOR SHALL VERIFY ACTUAL LOCATION

FROM THE BEST RECORDS AVAILABLE AND ARE NOT GUARANTEED

AND DRAINAGE STRUCTURES INDICATED IN THE PLANS ARE TAKEN

3. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES

2. ALL EXISTING FEATURES ARE SHOWN SCREENED BACK, i.e. FADED.

STRUCTURE UNLESS OTHERWISE SHOWN.

1. ALL PIPES ARE NORMAL TO AND STRAIGHT FROM STRUCTURE TO

NOTES:

2060

1002.30

UTI

LI

TY

PO

LE

WI

TH

TR

AN

SF

OR

ME

R

S2057

1001.34

SA

NI

TA

RY

SE

WE

R

MA

NH

OL

E

2058

1001.84

LI

GH

T

PO

LE

E2059

1001.28

EL

EC

TRI

C

TR

AN

SF

OR

ME

R

2061

1001.90

GU

Y

AN

CH

OR

2062

1001.82

GU

Y

AN

CH

OR

C2065

1003.94

CO

MM

UNI

CA

TI

ON

VA

UL

T

E2204

1001.07

EL

EC

TRI

C J

UN

CTI

ON

BO

X

3131

994.06

UTI

LI

TY

PO

LE

WI

TH

UN

DE

R

GR

OU

ND

EL

EC

TRI

C

3095

992.04

UTI

LI

TY

PO

LE

WI

TH

TR

AN

SF

OR

ME

R

WI

TH

UN

DE

RG

RO

UN

D

EL

EC

TRI

C

3032

997.07

UTI

LI

TY

PO

LE

3038

993.94

UTI

LI

TY

PO

LE

3085

990.02

GU

Y

AN

CH

OR

3086

990.63

GU

Y

AN

CH

OR

3087

991.15

GU

Y

AN

CH

OR

3088

991.33

UTI

LI

TY

PO

LE

3089

992.48

EL

EC

TRI

C

SE

RVI

CE

PO

LE

WI

TH

UN

DE

R

GR

OU

ND

EL

EC

TRI

C

S3090

991.25

SA

NI

TA

RY

SE

WE

R

MA

NH

OL

E

S3091

991.44

SA

NI

TA

RY

SE

WE

R

MA

NH

OL

E

S3092

990.88

SA

NI

TA

RY

SE

WE

R

MA

NH

OL

E

E3093

992.30

EL

EC

TRI

C J

UN

CTI

ON

BO

X

T3094

992.01

TE

LE

PH

ON

E

PE

DE

ST

AL

3106

993.89

BO

LL

AR

D

3107

993.47

BO

LL

AR

D

E3108

993.63

EL

EC

TRI

C

TR

AN

SF

OR

ME

R

S3109

992.77

SA

NI

TA

RY

SE

WE

R

MA

NH

OL

E

3110

991.67

UTI

LI

TY

PO

LE

3111

991.62

GU

Y

AN

CH

OR

S

E

C

E

2223

999.83

ED

GE

OF

AS

PH

AL

T

2224

1000.02

ED

GE

OF

AS

PH

AL

T

3039

993.72

WO

OD

FE

NC

E

3040

994.09

WO

OD

FE

NC

E

3079

991.87

WO

OD

FE

NC

E

3080

991.37

WO

OD

FE

NC

E

3081

990.17

WO

OD

FE

NC

E

3082

990.89

WO

OD

FE

NC

E

3031

998.60

S

S

S

E

T

E

S

HGL

EGL

994.36OUTFALL A1

@ 0.3%26 LF 6X4 SBC

GROUNDEXIST

EXIST 12"-WATER

GROUNDEXIST

BOTTOM OF CHANNEL

TOP OF CHANNEL

BRIDGEPROP SIDEWALK

REMOVED)(TO BE

DRAINSTORM

18" EXIST994.45

INV

992.04TOP OF CHANNEL 993.65

TOP OF CHANNEL

999.11TOP OF CHANNEL

997.88TOP OF CHANNEL

SEWEREXIST 15"-SANITARY

TO BE RELOCATEDEXIST TELECOM

990.0' ±MATCH EXIST ELEVATION

END OF CHANNEL

9.25' RT

STA 1441+01

JUNCTION 4

EL=1000.87

9.25' RT

STA 1441+08

ITEM 0465-6274

RISER 4

1441+00

MATCHLINE

STA 14

41+2

5

N

STORM DRAIN PLAN AND PROFILE

SHEET 1 OF 7

RO

W Î LOUIS PASTEUR

RO

W

1010

1000

990

MA

TC

HLI

NE

ST

A 1441

+25

LINE-A1

LO

UIS P

AS

TE

UR

DR

OF 18" RCPREMOVE 27 LF

SAWCUT

ELEVATIONMATCH EXIST

BOTTOM OF CHANNEL

ELECTRIC EASEMENT

DRAINAGE EASEMENT

EASEMENT19' DRAINAGE

DRAINAGE EASEMENT

EXISTING CHANNEL FOOTPRINT.

BE EQUAL OR LESS THAN THE

3. FOOTPRINT OF NEW CHANNEL WILL

TO END OF CHANNEL.

2. STRAIGHT GRADE FROM OUTFALL A1

BRIDGE AND CHANNEL DETAILS.

1. SEE DRAINAGE DETAILS FOR SIDEWALK

CHANNEL NOTES:

83

JUNCTION 4

121°53'

RISER 4

251.96' RTSTA 1439+71BEGIN FENCE

244.66' RTSTA 1439+59BEGIN FENCE

58.12' RTFENCE STA 1440+73

44.00' RTSTA 1440+61

END FENCE

29.34' RTSTA 1441+06

END FENCEDETAILS SHEET .FOR RIPRAP, SEE DRAINAGE

91

1.76%

247.94' RTSTA 1439+64.38

CONSTRUCTION LIMITSEND OF CHANNEL

(7 LF)REMOVE CURB

(7 LF)REMOVE CURB

(300 SF)CONCRETEREMOVE MISC

(4373 SF)CONCRETE

REMOVE MISC

(10 LF)PROP CURB

(7 SY)PROP SIDEWALK

(10 LF)PROP CURB

(6 SY)PROP SIDEWALK

33.93' RTSTA 1440+86

OUTFALL A1

EASEMENTDRAINAGE

(237 LF)FENCE

(261 LF)FENCE

1.76%

(112 LF)HANDRAIL (TY F)

(123 LF)REMOVE PED RAIL

EL=993.65167.63' RT

STA 1440+05TOP CHANNEL

990

1000

1010

SHORINGTEMPORARY SPECIAL

LIMITS OF FULL DEPTH

ADDENDUM NO. 04

1442+00 1443+00 1444+00

Plotted on:

9/1/2017

2:41:00 P

MDesign

Filena

me:

P:\52\41\46\design\

Civil\

Drainage\524146

DR

N02_

AD

D04.dgn

1"= 10' VERTICAL

SCALE: 1"= 40' HORIZ

DATE:_________________

DSGN. BY:_____________

SCALE:1" = 40'

0 40 6020

SHEET NO.:___________

9/1/2017PROJECT NO.:________________________________

CHKD. BY:___________LR

5241-46

DATE

9/1/2017

JAMES A. LUTZ, P.E.

84722

S

TAT

E OF TEXA

S

IL ESNECD

EE

N

O

E

ISS

FO

RP

LAN

IGNE

R

JAMES A. LUTZ

WATER LINE

SANITARY SEWER LINE


LEGEND

CPS GAS LINE

LINE-A1

DI-A1

MH-A1

DROP INLET W/ DESIGNATION

JUNCTION BOX W/ DESIGNATION

STORM DRAIN LINE W/ DESIGNATION

DRAINAGE FLOW ARROW

OH E

10" SS

UGE

12" W

JG JG


CITY OF SAN ANTONIO


DRWN. BY:____________

________% SUBMITTAL

8"-G

UNDERGROUND ELECTRIC

24" RW RECYCLED WATER LINE

MANHOLE

DRAINAGE INLET

DESIGN PACKAGE 1

REVIEW & APPROVAL

DESIGN

DATE

9/1/2017

LUKE REED, P.E.

TATE OF TEAS

PR

OF

ESSIONAL E

NGI

NE

ER

LICENSED

S

X

LUKE REED

101242

100

DRAINAGE ITEMS.

14. CONCRETE COLLARS SHALL BE CONSIDERED SUBSIDIARY TO VARIOUS

ROADWAY PROFILE.

13. INSTALL CURB INLETS AT THE SAME LONGITUDINAL SLOPE AS

OPENING OF 3.6' x 2.0' FOR CONVEYANCE.

12. KNOCKOUTS BETWEEN CONNECTING INLETS TO MAINTAIN A MINIMUM

THE INLET STRUCTURE CONTAINING THE DOWNSTREAM LATERAL/PIPE.

11. ALL INLET STATION, OFFSET, AND ELEVATION REFERENCES ARE TO

TXDOT ITEM 402 "TRENCH EXCAVATION PROTECTION."

10. ALL STORM DRAIN SYSTEMS TO BE INSTALLED IN ACCORDANCE WITH

AND DETAILS FOR EQUALIZATION OPENINGS.

9. MANUFACTURER TO PROVIDE DESIGN OF NON-STANDARD BOX SIZES

OUTSIDE OF NORMAL WHEEL PATH (CENTER OF LANE).

8. MANHOLE LIDS TO BE BOLTED AND PLACED AT FINISHED GRADE AND

DRAINAGE. SUBSIDIARY TO INLET AND MANHOLE ITEMS.

7. INLETS AND MANHOLES TO BE GROUTED TO PROVIDE POSITIVE

6. SHORING OF EXIST POLES SUBSIDIARY TO INLET & MANHOLE ITEMS.

5. SEE HORIZONTAL ALIGNMENT SHEETS FOR ROADWAY ALIGNMENT.

4. REFER TO SAN ANTONIO DISTRICT STDS FOR INLET CONTROL POINTS

PRIOR TO BEGINNING CONSTRUCTION.

TO BE ACCURATE. CONTRACTOR SHALL VERIFY ACTUAL LOCATION

FROM THE BEST RECORDS AVAILABLE AND ARE NOT GUARANTEED

AND DRAINAGE STRUCTURES INDICATED IN THE PLANS ARE TAKEN

3. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES

2. ALL EXISTING FEATURES ARE SHOWN SCREENED BACK, i.e. FADED.

STRUCTURE UNLESS OTHERWISE SHOWN.

1. ALL PIPES ARE NORMAL TO AND STRAIGHT FROM STRUCTURE TO

NOTES:

E

S

E

S

C

E

C

2282

1008.97

W

W

W

W

W

W

W

E

S

E

S

C

E

W

W

W

W

C

W

W

W

2476

1013.81

16 I

NC

H

OA

K

EXIST GROUND

@ 0.3%126 LF 6X4 SBC

HGL

EGL

INV IN=1005.0018" PRIVATE SD

1002.04INV IN

@ 0.3%67 LF 6X4 SBC

994.84INV OUT

EXIST 12"-WATER

REF ELEV = 1005.53

9.25 RT

1442+31.00

MH-A19 (PSL)(RC)(8X8)

REF ELEV = 1010.04

5.00 RT

1443+05.00

MH-A8 (PSL)(RC)(8X8)

(TO BE REMOVED)STORM DRAIN

EXIST 18"

EL=992.75 (TO REMAIN)24" RECYCLED WATER MAINEXIST 42" STEEL CASING FOR

998.72INV OUT

998.50INV IN

1442+00 1443+00 1444+00

MA

TC

HLI

NE

ST

A 1444

+00

N

MA

TC

HLI

NE

ST

A 1441

+25

STORM DRAIN PLAN AND PROFILE

SHEET 2 OF 7

ROW

FL

OY

D

CU

RL

DR

ROW

Î LOUIS PASTEUR

ROW

MA

TC

HLI

NE

ST

A 1441

+25

MA

TC

HLI

NE

ST

A 1444

+00

1000

1010

1020

990

1020

1010

1000

990

LINE-A1

LOUIS PASTEUR DR

LINE-A1

OF 18" RCPREMOVE 183 LF

LINE-A1PRIVATE SD

MH-A8MH-A19

EXIST 18" RCP (TO REMAIN)

EXIST

PRIVATE SD

TO REMAIN

84

REMOVE EXIST MANHOLE

TIE IN TO MH-A8RECONSTRUCT 18" RCP TO

BREAK BACK 3 LF &

SHORING

TEMPORARY SPECIAL

LIMITS OF FULL DEPTH

ADDENDUM NO. 04

3°41'

3°41'

PO

T

ST

A 100

+00.00

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00

CONCRETE

ORNAMENTAL FENCE

COLUMN 1.63X2.0

COLUMN 1.63X2.0COLUMN 1.63X2.0

COLUMN 1.63X2.0

COLUMN 1.63X2.0

COLUMN 1.63X2.0

COLUMN 1.63X2.0

COLUMN 1.63X2.0

COLUMN 1.63X2.0

COLUMN 1.63X2.0

COLUMN 1.63X2.0

COLUMN 1.63X2.0

1.60 X 2.0

1.60 X 2.0

1.60 X 2.0

1.60 X 2.0

PB

X

PB

X

PB

X

PB

X

PB

X

PB

X

Plotted on:

9/18/2017

4:26:04 P

MDesign

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Civil\

General\524149

PRJ

LA

YO

UT_

AD

D04.dgn

DATE:_________________

DSGN. BY:_____________

0 50 100 150

SCALE: 1"= 100'

SHEET NO.:___________

9/18/2017PROJECT NO.:________________________________

CHKD. BY:___________LR

5241-49

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

S

TAT

E OF TEXA

S

IL ESNECD

EE

N

O

E

ISS

FO

RP

LAN

IGNE

R

JAMES A. LUTZ

JG JG


CITY OF SAN ANTONIO

MEDICAL CENTER PHASE XLOUIS PASTEUR RIGHT TURN LANE

DRWN. BY:____________

________% SUBMITTAL

BACK i.e. FADED.

1. ALL EXISTING FEATURES ARE SHOWN SCREENED

NOTES:

DESIGN PACKAGE 2

100

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

S

TAT

E OF TEXA

S

IL ESNECD

EE

N

O

E

ISS

FO

RP

LAN

IGNE

R

JAMES A. LUTZ

DATE

9/18/2017

LUKE REED, P.E.

DESIGN

101242

S

TAT

E OF TEXA

S

IL ESNECD

EE

N

O

E

ISS

FO

RP

LAN

IGNE

R

LUKE REED

REVIEW & APPROVAL

STA 100+68LOUIS PASTEUR DRBEGIN PROJECT

STA 107+54LOUIS PASTEUR DREND PROJECT

O.P.R.R.P.B.C.T.

VOL, PG.

512852

BCAD PROPERTY ID:

7703 FLOYD CURL

HEALTH SCIENCE CENTER

UNIVERSITY OF TEXAS

ROW

Î LOUIS PASTEUR

LOUIS PASTEUR DR

BA

BC

OC

K

RD

O.P.R.R.P.B.C.T.

VOL, PG.

512768

BCAD PROPERTY ID:

2023 BABCOCK RD

LLC

BABCOCK STORE

O.P.R.R.P.B.C.T.

VOL, PG.

512760

BCAD PROPERTY ID:

7210 LOUIS PASTEUR

CENTER

PREGNANCY CARE

O.P.R.R.P.B.C.T.

VOL, PG.

512770

BCAD PROPERTY ID:

7220 LOUIS PASTEUR

EUJODO LTD

O.P.R.R.P.B.C.T.

VOL, PG.

487694

BCAD PROPERTY ID:

2024 BABCOCK RD

DITCH RIDER LLC

O.P.R.R.P.B.C.T.

VOL, PG.

1055612

BCAD PROPERTY ID:

2020 BABCOCK RD

CENTER

SAN ANTONIO PEDIATRIC

O.P.R.R.P.B.C.T.

VOL, PG.

487688

BCAD PROPERTY ID:

2002 BABCOCK RD

SYLVIA ANITA C/S

ARREDONDO AGUSTIN JR &

O.P.R.R.P.B.C.T.

VOL, PG.

487785

BCAD PROPERTY ID:

4702 E BEVERLY MAE DR

DAVILA GILBERT M

1

E BE

VERL

Y

MAE

DR

Ending chain G description

===============================================================================

Point LP1002 N 13,734,093.9274 E 2,104,944.7337 Sta 129+98.95

Course from LP1001 to LP1002 N 41° 12' 36.05" E Dist 2,998.9545

Point LP1001 N 13,731,837.8146 E 2,102,968.9596 Sta 100+00.00

===============================================================================

Beginning chain G description

Î LOUIS PASTEUR

N

106.56' LTSTA 101+71.69PROP ROW

56.40' LTSTA 101+83.19PROP ROW



PROJECT LAYOUT

AND HORIZONTAL ALIGNMENT DATA


ADDENDUM NO. 04

TO DESIGN PACKAGE 1 STA 1435+00NOTE: MILL & OVERLAY LIMITS CONTINUE

BEGIN MILL & OVERLAYSTA 101+67

ITEM NO. DESCRIPTION UNIT QTY


CoSA


TXDOT

0502-6001 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 3


0662-6080 WK ZN PAV MRK REMOV (W)(ARROW) EA 2

0662-6090 WK ZN PAV MRK REMOV (W)(WORD) EA 2

0662-6109 WK ZN PAV MRK SHT TERM (TAB)TY W EA 330

0662-6110 WK ZN PAV MRK SHT TERM (TAB)TY Y EA 212

ROADWAY

CoSA


103.3 REMOVE SIDEWALKS AND DRIVEWAYS SF 2,600



203.1 TACK COAT GAL 1,042

205.2 HOT MIX ASPHALTIC PAVEMENT TY B (12" COMP DEPTH) SY 574

205.3 HOT MIX ASPHALTIC PAVEMENT TY C (2" COMP DEPTH) SY 10,419

208.1 SALVAGING, HAULING & STOCKPILING RECLAIM ASPH PAV 2 IN SY 9,949



506.1 CONCRETE RETAINING WALLS COMBINATION TYPE CY 24

DRAINAGE

CoSA

401.104 REINFORCED CONCRETE PIPE (CLASS IV)(24" DIA) LF 51


511.3

TYPE B 12 INCHES COMPACTED DEPTH

REPLACING WITH HOT MIX ASPHALTIC CONCRETE PAVEMENT SY 40


TXDOT

0465-6175 INLET (COMPL)(CURB)(TY C) EA 1

LANDSCAPING

CoSA





TXDOT

0528-6012 LANDSCAPE PAVERS TYPE II SY 133

0170-6001 IRRIGATION SYSTEM LS 1

Plotted on:

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3:45:28 P

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ES

T_

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Y_

AD

D04.dgn

DATE:_________________

DSGN. BY:_____________ SHEET NO.:___________

9/21/2017PROJECT NO.:________________________________

CHKD. BY:___________LR

5241-49

JG JG


CITY OF SAN ANTONIO


DRWN. BY:____________

________% SUBMITTAL

DESIGN PACKAGE 2

100

TRAFFIC SIGNAL

CoSA

307.1 CONCRETE STRUCTURE (FOUNDATION) CY 0.3





624.8 GROUND BOXES TYPE D (162922) EA 1


680.2 INSTALLATION OF HIGHWAY TRAFFIC SIGNALS (SYSTEM) EA 1

682.1

SECTION)


682.2

SECTION)


682.3

SECTION)


682.4 INSTALL PEDESTRIAN SIGNAL SECTION (12 INCH) LED (2 IND EA 2


684.1

(TRAY CABLE)

TRAFFIC SIGNAL CABLES (TYPE A)(12 AWG)(CONDUCTOR NO. 3) LF 175

684.1


684.1


684.1

TRAFFIC SIGNAL CABLES (TYPE A)(16 AWG)(CONDUCTOR NO. 3) LF 1,370

686.1

60')(LUM)(ILSN)

INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM EA 1



693.1 INTERNALLY LIGHTED STREET NAME SIGNS [ILSN SIGN 8' S] EA 1






696.3

POWER CABLE(S)

RADAR ADVANCED DETECTION DEVICE (RADD) COMMUNICATION & LF 445

696.4

POWER CABLE(S)

RADAR PRESENCE DETECTION DEVICE (RPDD) COMMUNICATION & LF 510


8100.1 INSTALL ITS TRAFFIC MONITORING CAMERA ASSEMBLY EA 1

8100.2 INSTALL ITS TRAFFIC MONITORING CAMERA CABLING LF 165


CoSA


535.1 4 INCH WIDE YELLOW LINE LF 4,224

535.2 4 INCH WIDE WHITE LINE LF 1,060





535.11 COMBINATION THRU/LEFT WHITE ARROW EA 3




TXDOT




STORM WATER POLLUTION PREVENTION PLAN

CoSA


ESTIMATE AND QUANTITY

SHEET 1 OF 1

4

DESIGN PACKAGE 2 QUANTITIES

QTYUNITDESCRIPTIONITEM NO. QTYUNITDESCRIPTIONITEM NO.

ADDENDUM NO. 04

1'

6"

6"

CONCRETE CURB

TACK COAT

SUBGRADE

6" PREPARED

DETAIL A

Î

9'

20'

20'

10'

EXI

ST

RO

WLANE

10'

LANE

10'

LANE

10'

LANE

10'

2% TYP

2% TYP

SWLK

4'

EXI

ST

RO

W

CURB

CONCRETE

SIDEWALK

CONCRETE

EXISTING TYPICAL SECTION

Î LOUIS PASTEUR

SWLK

4'

BUFFER

3'

EXIST GROUND

Î

SAWCUT

1'

PR

OP

RO

W

9'

20'

20'

10'

EXI

ST

RO

W

12'

LANE

10'

LANE

10'

LANE

10'

LANE

10'

11'

WALL

COMB RETAINING

SWLK

4'

BUFFER

2'E

XI

ST

R

OW

2% TYP

Î

SAWCUT

1'

PR

OP

RO

W

9'

20'

20'

10'

EXI

ST

RO

W

12'

LANE

10'

LANE

10'

LANE

10'

LANE

10'

11'

WALL

COMB RETAINING

SWLK

4'

BUFFER

2'

EXI

ST

R

OW

FOR DETAILS

STOP PAD STANDARD

SEE CONCRETE BUS

2%

PROPOSED TYPICAL SECTION

STA 102+18 TO STA 104+08

Î LOUIS PASTEUR

SEE DETAIL A

**

EXIST GROUND

EXIST GROUND

AT VIA BUS STOP

** SIDEWALK IS 6'

2% MAX

2% MAX

3.3'

3.3'

PAVERS

CONCRETE SIDEWALK

PROPOSED BUS PAD TYPICAL SECTION

2" HMAC TY C

3 EQUAL LIFTS

12" HMAC TY B

OVERLAY

2" HMAC TY C

TACK COAT &

*2" MILL

OVERLAY

2" HMAC TY C

TACK COAT &

*2" MILL

STA 104+08 TO STA 107+54

STA 101+57 TO STA 102+18

Î LOUIS PASTEUR

TO DESIGN PACKAGE 1 STA 1435+00

*MILL & OVERLAY LIMITS CONTINUE

TO DESIGN PACKAGE 1 STA 1435+00

*MILL & OVERLAY LIMITS CONTINUE

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DATE:_________________

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CHKD. BY:___________LR

SCALE: NTS

5241-49

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

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JAMES A. LUTZ

JG JG


CITY OF SAN ANTONIO


DRWN. BY:____________

________% SUBMITTAL

DESIGN PACKAGE 2

100

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

S

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JAMES A. LUTZ

DATE

9/18/2017

LUKE REED, P.E.

DESIGN

101242

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LUKE REED

REVIEW & APPROVAL

TYPICAL SECTION

5

ADDENDUM NO. 04

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CHKD. BY:___________LR

5241-49

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

S

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S

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ISS

FO

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LAN

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JAMES A. LUTZ

JG JG


CITY OF SAN ANTONIO


DRWN. BY:____________

________% SUBMITTAL

DESIGN PACKAGE 2

100

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

S

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N

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FO

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LAN

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JAMES A. LUTZ

DATE

9/18/2017

LUKE REED, P.E.

DESIGN

101242

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REVIEW & APPROVAL


NARRATIVE AND SPECIAL NOTES

6

ADDENDUM NO. 04

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LEGEND

TRAFFIC FLOW ARROW

DATE:_________________

DSGN. BY:_____________

0 20 3010

SCALE: 1"= 20'

SHEET NO.:___________

9/18/2017PROJECT NO.:________________________________

CHKD. BY:___________LR

5241-49

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

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LAN

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OH E

SANITARY SEWER LINE


JG JG


CITY OF SAN ANTONIO

MANHOLE

DRAINAGE INLET


DRWN. BY:____________

________% SUBMITTAL

UG E UNDERGROUND ELECTRIC LINE

10" SS

CONCRETE

LANDSCAPING DETAILS8. SEE SITEWORK PLAN SHEETS FOR SIDEWALK &

i.e. FADED.7. ALL EXISTING FEATURES ARE SHOWN SCREENED BACK

NOTED. OF MARKING OR FACE OF CURB UNLESS OTHERWISE 6. ALL DIMENSIONS ARE TO EDGE OF PVMT, CENTER

EXCAVATION. INDIVIDUALS WORKING IN AND AROUND TRENCH GOVERNING THE PRESENCE AND ACTIVITIES OF PROGRAM IN ACCORDANCE WITH OSHA STANDARDS SHALL DEVELOP AND IMPLEMENT A TRENCH SAFETY EXCAVATIONS. EMPLOYEE OR SAFETY CONSULTANT A MINIMUM, OSHA STANDARDS FOR TRENCH TRENCH SAFETY SYSTEMS THAT COMPLY WITH, AS 5. CONTRACTOR SHALL PROVIDE FOR ADEQUATE

CONSTRUCTION. SUPPORT TELEPHONE COMPANY PLANT DURING 1-800-545-6005. CONTRACTOR TO PROTECT AND 48 HOURS PRIOR TO EXCAVATION AT CONTACT THE TELEPHONE COMPANY CABLE LOCATOR GUARANTEED TO BE ACCURATE. CONTRACTOR TO THE BEST RECORDS AVAILABLE AND ARE NOT CABLE INDICATED ON THE PLANS ARE TAKEN FROM 4. THE EXISTENCE AND LOCATION OF UNDERGROUND

SUBSIDIARY TO PREP ROW. BRACING OF POWER POLES SHALL BE CONSIDERED ELECTRIC FACILITIES IF ADJACENT TO WORK AREA. PROTECTING CPS OVERHEAD AND UNDERGROUND3. THE CONTRACTOR WILL BE RESPONSIBLE FOR

ARE IN THE PROJECT AREA. PROTECT AND WORK AROUND ANY GAS VALVES THAT VALVES AT ALL TIMES. THE CONTRACTOR MUST 192.181, CPS MUST MAINTAIN ACCESS TO GAS 2. DUE TO FEDERAL REGULATION TITLE 49, PART

BEGINNING ANY EXCAVATION. NUMBER 1-800-344-8377, 48 HOURS BEFORE 1. CALL THE TEXAS STATE WIDE ONE CALL LOCATOR

NOTES:

DESIGN PACKAGE 2

100

DATE

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JAMES A. LUTZ, P.E.

84722

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LAN

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JAMES A. LUTZ

DATE

9/18/2017

LUKE REED, P.E.

DESIGN

101242

S

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S

IL ESNECD

EE

N

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ISS

FO

RP

LAN

IGNE

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LUKE REED

REVIEW & APPROVAL

BRICK PAVERS

MILL & OVERLAY LIMITS

919.15

920.38

918.50

919.38

918.38

IN

VERT ELE

V

921.45

CO

MM

UNIC

ATI

ON

VA

ULT

920.33

GR

AN

DE C

OM

MU

NIC

ATI

ON

VA

ULT

917.38

IN

VERT ELE

V

PB

X

PB

X

W

ER

VI

N

CA

BL

E

PB

X

PB

X

PB

X

PB

X

101+00 102+00 103+00

MA

TC

HLI

NE

ST

A 103

+00

N

12

RO

W

ROW

LOUIS PASTEUR DR

PROP EOP

Î LOUIS PASTEUR

EXIST RDWY EOPB

AB

CO

CK

RD

EXIST ROW

EXIST ROW

SAWCUT

RO

W

RO

W

BUS STOPPROP VIA

MATCH EXIST ELEV.72.37' LT

PC STA 101+57.75

R=25'

EL=919.6864.17' LT

PT STA 101+59.20

EL=919.5454.20' LT

PC STA 101+62.75

EL=919.0031.00' LT

PT STA 101+95.70

R=35'

SAWCUT

CO

NC

BU

S

PA

D

12'

PROP ROW

1'

LA

NE

10'

TU

RN

LA

NE

11'

TU

RN

LA

NE

10'

BUS STOP PADBEGIN CONCRETE

19.00' LTSTA 102+18

39.75' LTSTA 102+51

37.75' LTSTA 102+51

37.75' LTSTA 102+69

39.75' LTSTA 102+69

MATCH EXIST ELEV.MAX HT 3'72.37' LTSTA 101+65.70RETAINING WALLBEGIN COMB

1'

EXIST RDWY EOP

ROADWAY PLAN

SHEET 1 OF 3

(BY OTHERS)REMOVE LIGHT POLE

LA

NE

10'

LA

NE

10'

(79 LF)REMOVE CURB

(93 LF)REMOVE CURB

(839 SF)REMOVE SIDEWALK

(21 SF)REMOVE MISC CONCRETE

(73 LF)PROP CURB

(8 SF)REMOVE MISC CONCRETE

(117 SY)BUS PAD

PROP CONC

SAWCUT

STA 102+24MILL & OVERLAYEND 2"

RDWY EOPEXIST

STA 101+67 MILL & OVERLAY

BEGIN 2"

51.95' LTSTA 101+72.30

40.87' LTSTA 101+86.47

37.75' LTSTA 102+09.81

ADJUST MANHOLE

2%

POLE RELOCATE POWER

ADDENDUM NO. 04

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TRAFFIC FLOW ARROW

DATE:_________________

DSGN. BY:_____________

0 20 3010

SCALE: 1"= 20'

SHEET NO.:___________

9/18/2017PROJECT NO.:________________________________

CHKD. BY:___________LR

5241-49

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

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ISS

FO

RP

LAN

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JAMES A. LUTZ

OH E

SANITARY SEWER LINE


JG JG


CITY OF SAN ANTONIO

MANHOLE

DRAINAGE INLET


DRWN. BY:____________

________% SUBMITTAL


10" SS

CONCRETE









NOTES:

DESIGN PACKAGE 2

100

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

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EE

N

O

E

ISS

FO

RP

LAN

IGNE

R

JAMES A. LUTZ

DATE

9/18/2017

LUKE REED, P.E.

DESIGN

101242

S

TAT

E OF TEXA

S

IL ESNECD

EE

N

O

E

ISS

FO

RP

LAN

IGNE

R

LUKE REED

REVIEW & APPROVAL

BRICK PAVERS


103+00 104+00 105+00

W

MA

TC

HLI

NE

ST

A 103

+00

N

13

MA

TC

HLI

NE

ST

A 105

+50

EXIST ROWPROP EOP

EXIST ROW

PROP ROW

SAWCUT

MAX HT 3'WALLCOMB RETAINING

WROUGHT IRON FENCE

CO

NC

BU

S

PA

D

12'

EXIST EOP

1'

TU

RN

LA

NE

11'

LA

NE

10'

LA

NE

10'

BUS STOP PADEND CONCRETE 19.00' LTSTA 104+08

(BY OTHERS)RELOCATE LIGHT POLE


EXIST EOP

LA

NE

10'

LA

NE

10'

ROADWAY PLAN

SHEET 2 OF 3

(250 LF)REMOVE CURB

(142 LF)PROP CURB


(153 SY)BUS PADPROP CONC

REMOVAL OF CURB = 250 LF

REMOVAL OF SIDEWALK = 984 SF

37.75' LTSTA 105+37.19

40.00' LTSTA 105+34.94

37.75' LTSTA 105+30.13

40.00' LTSTA 105+32.38

ADJUST MANHOLE

2%

ADDENDUM NO. 04

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DATE:_________________

DSGN. BY:_____________

0 20 3010

SCALE: 1"= 20'

SHEET NO.:___________

9/18/2017PROJECT NO.:________________________________

CHKD. BY:___________LR

5241-49

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

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FO

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LAN

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JAMES A. LUTZ

OH E

SANITARY SEWER LINE


JG JG


CITY OF SAN ANTONIO

MANHOLE

DRAINAGE INLET


DRWN. BY:____________

________% SUBMITTAL


10" SS

CONCRETE









NOTES:

DESIGN PACKAGE 2

100

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

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EE

N

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ISS

FO

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LAN

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JAMES A. LUTZ

DATE

9/18/2017

LUKE REED, P.E.

DESIGN

101242

S

TAT

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S

IL ESNECD

EE

N

O

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ISS

FO

RP

LAN

IGNE

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LUKE REED

REVIEW & APPROVAL

BRICK PAVERS


106+00 107+00 108+00

938.05

939.62

938.11

942.21

940.99

938.39

938.02

937.05

935.78

N

13

MA

TC

HLI

NE

ST

A 105

+50

LA

NE

10'

LA

NE

10'

PROP EOPEXIST ROW

EXIST ROW

EXIST EOP

SAWCUT

1'

MAX HT 3'WALLCOMB RETAINING

MAX HT 3'37.75' LTSTA 107+02.25RETAINING WALLEND COMB

MATCH EXIST ELEV.28.18' LTPT STA 107+51.85

MATCH EXIST ELEV.22.75' LTPT STA 107+47.22

EL=938.74'25.46' LT

PRC STA 107+37.15

EL=938.87'31.75' LT

PC STA 107+02.25

R=100

R=56

EL=936.07'31.00' LTPC STA 106+25.60

EL=936.40'30.22' LT

PT STA 106+38.08

EL=938.00'20.78' LT

PC STA 107+13.10

R=100

R=100

EL=939.22'28.36' LTSTA 107+28.07

MATCH EXIST ELEV.20.00' LTSTA 107+38.65

MATCH EXIST ELEV.33.41' LTSTA 107+53.76

EXIST EOP

LA

NE

10'

LA

NE

10'

MATCH EXIST ELEV.20.00' LT

PT STA 107+25.60

ROADWAY PLAN

14

SHEET 3 OF 3


PROP ROW

TU

RN

LA

NE

11'

(200 LF)REMOVE CURB

(7 LF)REMOVE CURB

(199 LF)PROP CURB

(6 LF)PROP CURB


31.75' LTSTA 106+64

END BRICK PAVERS

2%

ADDENDUM NO. 04

PACKAGE 1 STA 1435+00

CONTINUE TO DESIGN


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SCALE: 1"= 20'

SHEET NO.:___________

9/18/2017PROJECT NO.:________________________________

CHKD. BY:___________LR

5241-49

LEGEND

TRAFFIC FLOW ARROWS

MARKING & MARKERS

RAISED PREFLECTIVE PAVEMENT

4 Y S 1

WIDTH (IN) MARKER TYPE (BELOW)

WHITE/YELLOW BROKEN/SOLID/DOT

EXISTING SIGN

PROPOSED SIGN

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

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LAN

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JAMES A. LUTZ

JG JG


CITY OF SAN ANTONIO


DRWN. BY:____________

________% SUBMITTAL

DESIGN PACKAGE 2

5 - REFL PAV MRK (W) WORD

4 - REFL PAV MRK (W) ARROW

3 - TY I-C @ 40' C-C

2 - TY II-A-A @ 40' C-C

1 - TY I-C @ 20' C-C

100

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

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N

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FO

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LAN

IGNE

R

JAMES A. LUTZ

DATE

9/18/2017

LUKE REED, P.E.

DESIGN

101242

S

TAT

E OF TEXA

S

IL ESNECD

EE

N

O

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ISS

FO

RP

LAN

IGNE

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LUKE REED

REVIEW & APPROVAL

ITEMS.

SUBSIDIARY TO THE VARIOUS PAVEMENT MARKING

6. REMOVAL OF CONFLICTING MARKINGS IS

POSTS (EXISTING SIGN TO BE REUSED). SIGN

5. RELOCATED SIGNS TO BE INSTALLED WITH NEW

STANDARD SHEETS.

4. FOR ADDITIONAL DETAILS SEE CoSA TYPICAL

OTHERWISE NOTED.

OF PVMT. TO CENTER OF PVMT. MARKINGS UNLESS

3. ALL DIMENSIONS ARE TO BACK OF CURB, EDGE

BACK, i.e. FADED.

2. ALL EXISTING CURBS ARE SHOWN SCREENED

1. ALL PAVEMENT MARKINGS SHOWN ARE ROPOSED.

NOTES:

101+00 102+00 103+00

920.38

W

MA

TC

HLI

NE

ST

A 103

+00

NRO

W

ROW

LOUIS PASTEUR DR

PROP EOP

Î LOUIS PASTEUR

EXIST RDWY EOP

BA

BC

OC

K

RD

EXIST ROW

EXIST ROW

RO

W

RO

W

SW

LK

6'

TU

RN

LA

NE

11'

PROP ROW

24 W S

24 W S24 W S

24 W S

8 W S 1

4EXIST RDWY EOP

BUS STOP PADPROP CONCRETE

22


SHEET 1 OF 3

4 5

48 W S 1

4 Y S 2

20', 10' LT/0', 10' RTSTA 101+88BEGIN STRIPING

4 W B 3

30X30R3-7RSTA 102+15

PAVEMENT MARKING REMOVALCONDITIONS AFTER TEMP

RESTRIPE TO EXISTING

ADDENDUM NO. 04

4 Y S 2

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DSGN. BY:_____________

0 20 3010

SCALE: 1"= 20'

SHEET NO.:___________

9/18/2017PROJECT NO.:________________________________

CHKD. BY:___________LR

5241-49

LEGEND

TRAFFIC FLOW ARROWS

MARKING & MARKERS


4 Y S 1



EXISTING SIGN

PROPOSED SIGN

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

S

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S

IL ESNECD

EE

N

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FO

RP

LAN

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JAMES A. LUTZ

JG JG


CITY OF SAN ANTONIO


DRWN. BY:____________

________% SUBMITTAL

DESIGN PACKAGE 2



3 - TY I-C @ 40' C-C

2 - TY II-A-A @ 40' C-C

1 - TY I-C @ 20' C-C

100

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

S

TAT

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S

IL ESNECD

EE

N

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FO

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LAN

IGNE

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JAMES A. LUTZ

DATE

9/18/2017

LUKE REED, P.E.

DESIGN

101242

S

TAT

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S

IL ESNECD

EE

N

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FO

RP

LAN

IGNE

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LUKE REED

REVIEW & APPROVAL

ITEMS.





STANDARD SHEETS.


OTHERWISE NOTED.



BACK, i.e. FADED.



NOTES:

103+00 104+00 105+00

934.45

932.93

931.27

929.31

926.80

W

MA

TC

HLI

NE

ST

A 103

+00

N

MA

TC

HLI

NE

ST

A 105

+50

EXIST ROWPROP EOP

EXIST ROW

TU

RN

LA

NE

11'

LA

NE

10'

LA

NE

10'

8 W S 154

EXIST EOP

EXIST EOP

48X30R3-8aSTA 104+29

LA

NE

10'

LA

NE

10'

BUS STOP PADPROP CONCRETE

23


SHEET 2 OF 3

4

PROP ROW

4

4

4

ADDENDUM NO. 04

4 Y S 24 W B 3

4 Y S 2

8 W S 1

4 W B 3

10' LT

STA 104+30.5

BEGIN 4 W B 3

END 8 W S 1

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0 20 3010

SCALE: 1"= 20'

SHEET NO.:___________

9/18/2017PROJECT NO.:________________________________

CHKD. BY:___________LR

5241-49

LEGEND

TRAFFIC FLOW ARROWS

MARKING & MARKERS


4 Y S 1



EXISTING SIGN

PROPOSED SIGN

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

S

TAT

E OF TEXA

S

IL ESNECD

EE

N

O

E

ISS

FO

RP

LAN

IGNE

R

JAMES A. LUTZ

JG JG


CITY OF SAN ANTONIO


DRWN. BY:____________

________% SUBMITTAL

DESIGN PACKAGE 2



3 - TY I-C @ 40' C-C

2 - TY II-A-A @ 40' C-C

1 - TY I-C @ 20' C-C

100

DATE

9/18/2017

JAMES A. LUTZ, P.E.

84722

S

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S

IL ESNECD

EE

N

O

E

ISS

FO

RP

LAN

IGNE

R

JAMES A. LUTZ

DATE

9/18/2017

LUKE REED, P.E.

DESIGN

101242

S

TAT

E OF TEXA

S

IL ESNECD

EE

N

O

E

ISS

FO

RP

LAN

IGNE

R

LUKE REED

REVIEW & APPROVAL

ITEMS.





STANDARD SHEETS.


OTHERWISE NOTED.



BACK, i.e. FADED.



NOTES:

106+00 107+00 108+00

938.05

939.62

938.11

939.95

GR

AN

DE FIBER

OPTIC B

OX

942.21

940.99

938.39

938.02

937.05

935.78

T

N

MA

TC

HLI

NE

ST

A 105

+50

LA

NE

10'

LA

NE

10'

PROP EOP

EXIST ROW

EXIST ROW

EXIST EOP8 W S 1

4

TU

RN

LA

NE

11'

EXIST EOP

LA

NE

10'

LA

NE

10'

24


SHEET 3 OF 3

PROP ROW

48X30R3-8aSTA 106+25

20' LT

STA 106+06

END 8 W S 14 W B 3

4 W B 3

4 Y S 2

4 Y S 2

TO DESIGN PACKAGE 1 STA 1435+00CONTINUE PAVEMENT MARKINGS

ADDENDUM NO. 04

POT HOLE # DESCRIPTION GROUND ELEVATION DISTANCE BELOW GROUND ELEVATION

1 TELECOM LINE 1000.2531 3.33' 996.92

2 WATER LINE 1000.9302 5.75' 995.18

3 WATER LINE 1002.5003 5.00' 997.5

4 WATER LINE STUB OUT 1003.7519 DRY HOLE ‐

UTILITY POT HOLE TABLE

POT HOLE # DESCRIPTION GROUND ELEVATION DISTANCE BELOW GROUND ELEVATION

7 TELECOM CONDUIT 1020.9141 3.00' TOP, 4.00' BOTT. 1017.91

UTILITY POT HOLE TABLE

addendum no. 4 med ctr phase 10 · 696.1 radar advanced detection device (radd) ea 3 696.2 radar...

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