B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_9-15_of_191.pdf

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US Army Corps of Engineers ®

JOINT BASE SAN ANTONIO

FORT SAM HOUSTON, TX

RENOVATION OF BUILDING 615

FINAL SUBMITTAL

AUGUST 12, 2019

323D ARMY BAND "FORT SAM'S OWN"

CONTRACT NUMBER : -

SOLICITATION NUMBER : W9126G19B3286

FORT SAM HOUSTON, TEXAS

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W1 W8 W11 W18

WA

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E1 E2 E3 E12

W3 W2 W1

N1

S2

S1

E1

BASE ITEM 2 OR

OPTIONAL BID ITEM 3

OPTIONAL

BID ITEM 4

OPTIONAL

BID ITEM 4

OPTIONAL

BID ITEM 5

OPTIONAL

BID ITEM 2

N2

W1 W8 W11 W18

WA

WD

EA

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E2 E3 E12

W3 W2 W1

N1

S2

S1

E1

BASE ITEM 2 OR

OPTIONAL BID ITEM 3

OPTIONAL

BID ITEM 4

OPTIONAL

BID ITEM 4

OPTIONAL

BID ITEM 5

OPTIONAL

BID ITEM 2

N2

W1 W8 W11 W18

WAWA

WDWD

EAEA

EC

EDED

E1 E2 E3 E12

W3 W2 W1

N1

S2

S1

E1 BASE ITEM 2 OR

OPTIONAL BID ITEM 3

OPTIONAL

BID ITEM 4

OPTIONAL

BID ITEM 4

PORCH, RAMP &

STAIRS TO REMAIN IF

ELEVATOR BID OPTION

IS NOT EXERCISED

BASE ITEM 1 - DEMO OF PORCH/STAIR,

SHED ROOF, AND INFILL OF 2ND FLOOR

DOOR IS REQUIRED WHETHER OPTIONAL

BID ITEM 2 IS EXERCISED OR NOT

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FINAL SUBMITTAL

1/16" = 1'-0"G-102

A1 CLIN ITEM FLOOR PLAN - FIRST FLOOR

1/16" = 1'-0"G-102

A2 CLIN ITEM FLOOR PLAN - SECOND FLOOR AUGUST 12, 2019

4'0' 8' 16'

GRAPHIC SCALE 1/16"=1'-0"

32'

NORTH

1. THIS SHEET PROVIDED FOR INFORMATION ONLY TO PROVIDE A VISUAL REFERENCE FOR THE CLIN

SCHEDULE. REFER TO THE CLIN SCHEDULE FOR ACTUAL CLIN ITEM NUMBERS.

2. UNLESS NOTED OTHERWISE, ALL WORK SHALL BE INCLUDED IN BASE ITEM 1.

GENERAL NOTES

1/16" = 1'-0"G-102

C3 CLIN ITEM DEMOLITION PLAN - FIRST FLOOR

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CLIN ITEM SUMMARY

BASE:

• BASE ITEM 1: ALL WORK REQUIRED FOR THE RENOVATION OF BUILDING 615, INCLUSIVE OF

SITE UTILITY WORK OUTSIDE THE 5 FOOT BUILDING LINE REQUIRED TO SUPPORT THE

BUILDING RENOVATION AND EXCLUSIVE OF ALL OTHER WORK LISTED SEPARATELY.

• BASE ITEM 2 (CONDITIONAL AWARD): ALL WORK REQUIRED FOR THE RECONSTRUCTION OF

PORCH/STAIR NO. E1 (BASE BID) AND ASSOCIATED ELEMENTS, INCLUSIVE OF SITE

DEVELOPMENT AND UTILITY WORK OUTSIDE THE 5 FOOT BUILDING LINE REQUIRED TO

SUPPORT THE PORCH REPLACEMENT AND EXCLUSIVE OF ALL OTHER WORK LISTED

SEPARATELY. BASE ITEM 2 WILL BE AWARDED ONLY IF OPTIONAL BID ITEM 3 IS NOT

AWARDED.

OPTIONS:

• OPTIONAL BID ITEM 1: PROCUREMENT AND INSTALLATION OF FF&E PACKAGE, INCLUSIVE

OF CONTRACTOR FURNISHED/CONTRACTOR INSTALLED (CF/CI) AND GOVERNMENT

FURNISHED/CONTRACTOR INSTALLED (GF/CI) ELEMENTS IDENTIFIED IN THE CONTRACT

DOCUMENTS.

• OPTIONAL BID ITEM 2: ALL WORK REQUIRED FOR THE CONSTRUCTION OF THE ELEVATOR

ADDITION AND ASSOCIATED ELEMENTS, INCLUSIVE OF SITE UTILITY WORK OUTSIDE THE 5

FOOT BUILDING LINE REQUIRED TO SUPPORT THE BUILDING ADDITION AND EXCLUSIVE OF

ALL OTHER WORK LISTED SEPARATELY.

• OPTIONAL BID ITEM 3: ALL WORK REQUIRED FOR THE CONSTRUCTION OF THE EAST ENTRY

PORTICO/STAIR ADDITION NO. E1 (BID OPTION) AND ASSOCIATED ELEMENTS, INCLUSIVE OF

SITE UTILITY WORK OUTSIDE THE 5 FOOT BUILDING LINE REQUIRED TO SUPPORT THE

BUILDING ADDITION AND EXCLUSIVE OF ALL OTHER WORK LISTED SEPARATELY.

• OPTIONAL BID ITEM 4: ALL WORK REQUIRED FOR THE RECONSTRUCTION OF PORCH/STAIR

NO. S1, W2, AND W3 AND ASSOCIATED ELEMENTS, INCLUSIVE OF SITE DEVELOPMENT AND

UTILITY WORK OUTSIDE THE 5 FOOT BUILDING LINE REQUIRED TO SUPPORT THE PORCH

REPLACEMENT AND EXCLUSIVE OF ALL OTHER WORK LISTED SEPARATELY.

• OPTIONAL BID ITEM 5 (CONDITIONAL AWARD): ALL WORK REQUIRED FOR THE

RECONSTRUCTION OF PORCH/STAIR NO. N1 AND ASSOCIATED ELEMENTS, INCLUSIVE OF

COMPLETE RAMP DEMOLITION, SITE DEVELOPMENT AND UTILITY WORK OUTSIDE THE 5

FOOT BUILDING LINE REQUIRED TO SUPPORT THE PORCH REPLACEMENT AND EXCLUSIVE

OF ALL OTHER WORK LISTED SEPARATELY. OPTIONAL BID ITEM 5 WILL BE AWARDED ONLY

IF OPTIONAL BID ITEM 2 IS AWARDED.

• OPTIONAL BID ITEM 6: SITE DEVELOPMENT AND LANDSCAPE OUTSIDE THE 5 FOOT

BUILDING LINE AND EXCLUSIVE OF ALL OTHER WORK LISTED SEPARATELY.

EXISTING UNDERGROUND ELECTRICAL

EXISTING WATER MAIN

EXISTING GAS MAIN

EXISTING SANITARY SEWER MAIN

EXISTING OVERHEAD ELECTRICAL

EXISTING COMMCOMM

W W NEW WATER LINE

SAN

NEW SANITARY SEWER LINE

NEW WATER VALVE

EXISTING WATER VALVE

EXISTING WATER HYDRANT

SSMH

CO

EXISTING SS MANHOLE

EXISTING SS CLEANOUT

EXISTING POST INDICATOR VALVE

EXISTING ELEC TRANSFORMER

CO NEW SEWER CLEANOUT

SDMH NEW STORM DRAIN MANHOLE

EXISTING OVERHEAD ELECTRICALP P P

NEW POST INDICATOR VALVE

NEW DOUBLE CHECK VALVE

EXISTING WATER SUPPLY

EXISTING FRENCH DRAIN

NEW FRENCH DRAIN

F

NEW FIRE LANE

INDEX OF CIVIL SHEETS

SHEET DESCRIPTION

REF NO.

C-001 INDEX OF SHEETS, ABBREVIATIONS, AND

LEGEND

C-002 NOTES

C-101 SURVEY CONTROL POINTS PLAN

CS-101 EXISTING CONDITIONS PLAN

CS-102 SITE DEMOLITION PLAN

CS-103 SITE PLAN WITH DRAINAGE IMPROVEMENTS

CS-104 SITE PLAN WITH DRAINAGE IMPROVEMENTS - BASE BID

CS-105 LAYOUT OF OUTDOOR EQUIPMENT PADS

CS-106 FIRE LANE STRIPING PLAN

CU-101 WATER LINE IMPROVEMENTS

CU-102 SANITARY SEWER IMRPROVEMENTS

C-301 UTILITY SECTIONS - 1 OF 2

C-302 UTILITY SECTIONS - 2 OF 2

CS-401 ENLARGED DRAINAGE PLAN - 1

CS-402 ENLARGED DRAINAGE PLAN - 2

CS-403 ENLARGED DRAINAGE PLAN - 3

CS-404 ENLARGED DRAINAGE PLAN - 4

CS-405 ENLARGED DRAINAGE PLAN -5

C-501 PAVEMENT AND SIDEWALK DETAILS - 1 OF 2

C-502 PAVEMENT AND SIDEWALK DETAILS - 2 OF 2

C-503 WATER LINE DETAILS - 1 OF 2

C-504 WATER LINE DETAILS - 2 OF 2

C-505 SEWER LINE DETAILS - 1 OF 2

C-506 SEWER LINE DETAILS - 2 OF 2

C-507 DRAINAGE DETAILS

C-508 ADA DETAILS - 1 OF 2

C-509 ADA DETAILS - 2 OF 2

C-510 MISCELLANEOUS DETAILS

ABBREVIATIONS

AC ASPHALTIC CONCRETE J-BOX JUNCTION BOX

AC ACRE JBSA JOINT BASE SAN ANTONIO

ACI AMERICAN CONCRETE INSTITUTE JT JOINT

ADJ ADJACENT, ADJOINING ADJUSTABLE L LENGTH

AGG AGGREGATE LF LINEAR FOOT

ALT ALTERNATE LT LEFT

APPROX APPROXIMATE LVC LENGTH OF VERTICAL CURVE

ASPH ASPHALT MAX MAXIMUM

ASTM AMERICAN SOCIETY FOR TESTING MH MANHOLE

MATERIALS MIN MINIMUM

AVG AVERAGE MISC MISCELLANEOUS

BDRY BOUNDARY MON MONUMENT

BITUM BITUMINOUS MRKG MARKING

BLDG BUILDING N NORTH

BLVD BOULEVARD NO NUMBER

BLW BELOW NTS NOT TO SCALE

BM BENCHMARK OC ON CENTER

BTWN BETWEEN OD OUTSIDE DIAMETER

BVCE BEGIN VERTICAL CURVE ELEVATION OFF OFFSET

BVCS BEGIN VERTICAL CURVE STATION ORIG ORIGINAL

BW BOTH WAYS PG PROFILE GRADE

CAP CAPACITY PI POINT OF INTERSECTION

CERT CERTIFIED POV PRIVATELY OWNED VEHICLE

CFS CUBIC FEET PER SECOND PRO PROPOSED

CGP CONSTRUCTION GENERAL PERMIT PVI POINT OF VERTICAL INTERSECTION

CHFR CHAMFER PVMT PAVEMENT

CIP CAST-IN-PLACE QTY QUANTITY

CJ CONTRACTION JOINT R RADIUS

CL CENTER LINE RCP REINFORCED CONCRETE PIPE

CLR CLEAR REBAR REINFORCING BAR

CO CONTRACTING OFFICER REINF REINFORCED

COMM COMMUNICATION REQ/REQD REQUIRED

CONC CONCRETE RD ROOF DRAIN

CONST CONSTRUCTION RT RIGHT

CONT CONTINUOUS RW RUNWAY

COR CONTRACTING OFFICER S SOUTH

REPRESENTATIVE SD STORM DRAIN

CTR CENTER SHLDR SHOULDER

DBL DOUBLE SHT SHEET

DEG DEGREE SPEC SPECIFICATIONS

DEMO DEMOLISH, DEMOLITION SQ SQUARE

DET DETAIL SS SANITARY SEWER

STA STATION

DIA DIAMETER STD STANDARD

DIM DIMENSION SWPPP STORMWATER POLLUTION

PREVENTION PLAN

DIV DIVISION T THICKNESS

DN DOWN TBA TO BE ABANDONED (IN-PLACE)

DOD DEPARTMENT OF DEFENSE TBR TO BE REMOVED (AND DISPOSED)

DWG DRAWING TBR&R TO BE REMOVED AND REPLACED

DWL DOWEL TCEQ TEXAS COMMISSION ON

E EAST ENVIRONMENTAL QUALITY

EA EACH TE THICKENED EDGE

E/ELECT ELECTRIC TEMP TEMPORARY

EJ EXPANSION JOINT TPDES TEXAS POLLUTANT DISCHARGE

EL/ELEV ELEVATION ELIMINATION SYSTEM

EMH ELECTRIC MANHOLE

EOP EDGE OF PAVEMENT TYP TYPICAL

ETL ENGINEERING TECHNICAL LETTER UFC UNIFIED FACILITIES CRITERIA

EVCE END VERTICAL CURVE ELEVATION UIP USED IN PLACE

EVCS END VERTICAL CURVE STATION UON UNLESS OTHERWISE NOTED

EW EACH WAY VAR VARIABLE, VARIES

EX EXISTING VERT VERTICAL

EXP EXPANSION W WEST

FOD FOREIGN OBJECT DAMAGE/DEBRIS W/ WITH

FD FRENCH DRAIN

FT FEET W/O WITHOUT

GOVT GOVERNMENT WT WEIGHT

GR GRADE WV WATER VALVE

HMA HOT MIX ASPHALT WH WATER HYDRANT

HORIZ HORIZONTAL

ID INSIDE DIAMETER

INCL INCLUDE(ED)(ING)

INV INVERT

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AUG 12, 2019

EWS

GENERAL NOTES

K e n a l l

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TRENCH RESURFACING NOTES

1. THE BOTTOM OF THE UTILITY TRENCH EXCAVATION SHOULD BE CLEAN OF LOOSE SOILS AND DEBRIS PRIOR TO PLACEMENT

OF UTILITY PIPE.

2. PLACE PIPE BEDDING AND INITIAL BACKFILL (FROM 6 INCHES BELOW THE BOTTOM OF THE PIPE TO 6 INCHES ABOVE TOP OF PIPE

U.O.N. WITH PEA GRAVEL MATERIAL WITH THE FOLLOWING SPECIFICATIONS:

SIEVE SIZES PERCENT

PASSING 1-1/2 IN SIEVE 100

PASSING 1 IN SIEVE 95 TO 100

PASSING 1/2 IN SIEVE 25 TO 60

PASSING NO. 4 SIEVE 0 TO 10

PASSING NO. 8 SIEVE 0 TO 5

3. COMPACTED BACKFILL SHALL BE PLACED FROM THE TOP OF THE CUSHION SAND TO BOTTOM OF AGGREGATE BASE

AND SHALL BE PLACED AS FOLLOWS:

a. BACKFILL SOILS MAY BE THE EXCAVATED SOILS

b. PLACE THE BACKFILL IN LOOSE LIFTS NOT TO EXCEED 8 IN IN THICKNESS TO ACHIEVE COMPACTION THICKNESS NO GREATER

THAN 6 INCHES.

c. ADD WATER AS APPLICABLE SO THAT THE SOIL MOISTURE CONTENT AFTER COMPACTION IS BETWEEN -2 AND +2 PERCENT

OF OPTIMUM MOISTURE CONTENT.

d. COMPACT THE BACKFILL SOIL LIFT TO AT LEAST 95 PERCENT OF STANDARD MOISTURE DENSITY RELATIONSHIP

US Army Corps of Engineers ®

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AUG 12, 2019

1. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS BEFORE BEGINNING CONSTRUCTION.

2. THE CONTRACTOR IS RESPONSBIBLE TO PROTECT THE PROJECT SITE, CONTRACTOR PROPERTY, EQUIPMENT, AND WORK.

3. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE PROJECT SITE AND PARKING LOT TO BE FREE

OF CONSTRUCTION DEBRIS AT CLOSE OF EACH WORK DAY.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR ALONG WITH CONCURRENCE FROM THE GOVT, SHALL

DETERMINE HIS/HER LAYDOWN AREA AND/OR STAGING AREA LOCATIONS.

5. PAVED SURFACES, PAVEMENT MARKINGS SHALL BE PROTECTED FROM DAMAGE BY ANY TRACKED

EQUIPMENT.

6. CONSTRUCTION STAKING SHALL BE PROVIDED BY THE CONTRACTOR.

7. THE CONTRACTOR SHALL MAINTAIN UPDATED RED-LINED DRAWINGS ON SITE FOR INSPECTION BY

THE GOVT.

8. THE REMOVAL OF ANY ABANDONED UTILITIES SHALL BE INCIDENTAL AND NO SEPARATE PAYMENT

SHALL BE MADE.

9. ALL STATIONING AND OFFSET ARE REFERENCED FROM SURVEY BASELINE

10. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE TEMPORARY BENCH MARKS SHOWN ON

PLANS DESCRIBED ON THIS SHEET.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYING OUT THE WORK AND VERIFYING ALL

MEASUREMENTS AND GRADES PRIOR TO BEGINNING OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR TO ESTABLISH THE PROJECT REQUIREMENTS.

12. THE LINES AND GRADES SHOWN ON THE PLANS MAY BE VARIED SLIGHTLY BY THE GOVT IN THE FIELD IF CONDITIONS

JUSTIFY SUCH VARIATION. THE CONTRACTOR SHALL NOT BE ENTITLED TO AN EXTRA PAYMENT.

13. SOIL BORING LOGS ARE CONTAINED IN THE GEOTECHNICAL REPORT PREPARED BY

TTL, INC. DATED AUGUST 9, 2019.

14. CALL 811 PRIOR TO EXCAVATION.

15. HOT WORK PERMIT SHALL BE OBTAINED FROM FORT SAM HOUSTON FIRE DEPARTMENT

PRIOR TO CONSTRUCTION.

16. ALL WORK SHALL BE DONE IN A THOROUGH AND CONSCIENTIOUS ACCORDING TO INDUSTRY STANDARDS AND

SHALL BE SUBJECT TO INSPECTION AND ACCEPTANCE BYTHE GOVT. WORK THAT IS DEEMED SUBSTANDARD

OR NOT TO INDUSTRY STANDARD WILL BE SUBJECT TO REPLACEMENT OR REPAIR AT NO ADDITIONAL COST TO

THE GOVT.

17. CONTRACTOR SHALL COORDINATE THE WORK NOTED ON THE CIVIL PLANS WITH WORK BEING PERFORMED BY

OTHER TRADES, IN CONSULTATION WITH THE GENERAL CONTRACTOR.

18. IN THE INSTALLATION OF THIS WORK, THE CONTRACTOR SHALL COMPLY IN EVERY WAY WITH THE REQUIREMENTS

OF LOCAL LAWS AND ORDINANCES, THE LAWS OF THE STATE OF TEXAS, AND FEDERAL REQUIREMENTS.

NOTES ON UNDERGROUND AND NON

VISIBLE UTILITIES

THE LOCATIONS OF UNDERGROUND AND OTHER NONVISIBLE UTILITIES SHOWN HEREON HAVE BEEN

DETERMINED FROM DATA EITHER FURNISHED BY THE AGENCIES CONTROLLING SUCH DATA AND/OR

EXTRACTED FROM RECORDS MADE AVAILABLE TO US BY THE AGENCIES CONTROLLING SUCH

RECORDS. WHERE FOUND, THE SURFACE FEATURES OF LOCATIONS ARE SHOWN. THE ACTUAL

NONVISIBLE LOCATIONS MAY VARY FROM THOSE SHOWN HEREON. EACH AGENCY SHOULD BE

CONTACTED RELATIVE TO THE PRECISE LOCATION OF ITS UNDERGROUND INSTALLATION PRIOR TO

ANY RELIANCE UPON THE ACCURACY OF SUCH LOCATIONS SHOWN HEREON, INCLUDING PRIOR TO

EXCAVATION AND DIGGING.

VERTICAL DATUM BASIS

ELEVATIONS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD88).

UTILITY INFORMATION

SUBSURFACE UTILITY INFORMATION SHOWN HEREON, WHICH WAS NOT DERIVED FROM DIRECT FIELD

OBSERVATION, WERE TAKEN FROM DATA PROVIDED BY THEINSTALLATION; THESE DATA ARE SHOWN TO

QUALITY LEVEL C STANDARDS.

UTILITY QUALITY LEVEL

THE SUBSURFACE UTILITIES AS SHOWN ON THE MAP OF SURVEY WERE IDENTIFIED USING INDUSTRY

STANDARD DETECTION METHODOLOGIES IN STRICT ACCORDANCE WITH THE AMERICAN SOCIETY OF CIVIL

ENGINEERS (ASCE) STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING

SUBSURFACE UTILITY DATA. QUALITY LEVELS AND DEFINITIONS PER CI/ASCE STANDARD NO. 38-02:

QUALITY LEVEL D - QL-D: DEPICTED ACCORDING TO UTILITY RECORD INFORMATION AND IN-FIELD VISUAL

INSPECTION. NO ELECTRONIC DESIGNATING INFORMATION WAS OBTAINED.

QUALITY LEVEL C - QL-C: EXISTING UTILITY STRUCTURES HAVE BEEN FIELD LOCATED AND SURVEYED TO

ASSIST IN THE DEPICTING THE UTILITIES SHOWN ON THE RECORDS. NO ELECTRONIC

DESIGNATING INFORMATION WAS OBTAINED.

QUALITY LEVEL B - QL-B: INFORMATION WAS OBTAINED THROUGH THE APPLICATION OF APPROPRIATE

SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROPRIATE

HORIZONTAL POSITION OF THE SUBSURFACE UTILITIES. QL-B DATA SHOULD BE REPRODUCIBLE

BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION.

QUALITY LEVEL A - QL-A: OBTAIN PRECISE HORIZONTAL AND VERTICAL POSITION OF THE UTILITY LINE BY

EXCAVATING A TEST HOLE. THE TEST HOLE SHALL BE DONE USING VACUUM EXCAVATION OR

COMPARABLE NON-DESTRUCTIVE EQUIPMENT IN A MANNER AS TO CAUSE NO DAMAGE TO THE

UTILITY LINE.

SURVEY NOTES

1. THE SURVEY FOR THIS DRAWING WAS PERFORMED BY TTL, INC., AND WAS CONDUCTED IN ACCORDANCE WITH CHAPTER 001

OF THE STANDARD ENGINEERING PRACTICE IN APRIL 2019.

2. ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN HEREON. UTILITIES THAT ARE SHOWN ARE APPROXIMATE FROM OBSERVED

EVIDENCE AND AVAILABLE UTILITY PLANS. NO GUARANTEE OF WARRANTY OF THE ACCURACY OF THE

LOCATION OF UNDERGROUND UTILITIES IS HEREBY IMPLIED. UTILITIES SHOULD BE VERIFIED BY CONTRACTOR.

3. ALL BEARINGS ARE TRUE GRID NORTH AS ESTABLISHED BY GLOBAL POSITIONING, BASED ON CORS TXSS RTCM ID 2337.

4. SURVEY CONTROL POINTS FOR THE SURVEY ARE PRESENTED ON SHT CS-101.

5. DATUM

5.1. HORIZONTAL: NAD 83 (2011), TEXAS SOUTH CENTRAL, US FEET

5.2. VERTICAL: NAVD 1988, US FEET.

SECURITY

1. THE CONTRACTOR SHALL ENSURE COMPLIANCE WITH ALL SECURITY REGULATIONS AND

AND ACCESS REQUIREMENTS FOR ALL CONTRACTOR PERSONNEL ENTERING THE PROJECT

SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BADGING REQUIRED FOR ACCESS TO

THE INSTALLATION.

2. CLOSE COORDINATION WITH THE INSTALLATION IS A REQUIREMENT OF THIS CONTRACT.

3. CONTRACTOR VEHICLES SHALL ABIDE BY BASE TRAFFIC REGULATIONS INCLUDING SPEED

LIMITS AND RESTRICTIONS ON CELL PHONE USAGE. COMMERCIAL VEHICLES AND HEAVY

EQUIPMENT MUST TRAVEL ALONG PREDETERMINED HAUL ROUTES AND PASS THROUGH

SECURITY ACCESS POINTS AS SHOWN ON THE DRAWINGS.

4. ALL CONTRACTOR PERSONNEL SHALL BE BRIEFED ON APPROVED HAUL ROUTES AND

RESTRICTED AREAS.

5. VISITORS TO THE PROJECT SITE MUST BE ACCOMPANIED BY AN APPROVED SPONSOR AT

ALL TIMES.

ENVIRONMENTAL

1. SHOULD HISTORIC SITES (WALLS, PLATFORMS, PAVEMENTS, MOUNDS) OR REMAINS

(ARTIFACTS, BURIALS) BE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES. WORK

SHALL CEASE IMMEDIATELY IN THE VICINITY OF THE FIND AND THE AREA SHALL BE

PROTECTED FROM FURTHER DAMAGE. THE COR WILL BE RESPONSIBLE FOR

CONTACTING THE STATE HISTORIC PRESERVATION DIVISION. IF REQUIRED, THE COR

WILL ASSESS THE SIGNIFICANCE OF THE FIND AND RECOMMEND AN APPROPRIATE

MITIGATION MEASURE IF NECESSARY.

2. DURATION OF STOCKPILE OUTSIDE THE CONTRACTOR STAGING AREA SHALL NOT

EXCEED THREE (3) MONTHS. IF THE STOCKPILING WORK INVOLVES CONTAMINATED

SOIL AND/OR HAZARDOUS MATERIAL, THEN ALL STOCKPILING WORK SHALL BE DONE IN

CONFORMANCE WITH APPLICABLE STATE AND FEDERAL REQUIREMENTS. CONTACT THE

SOLID AND HAZARDOUS WASTE BRANCH OF THE STATE DEPARTMENT OF HEALTH FOR

INFORMATION.

3. THE CONTRACTOR SHALL KEEP THE PROJECT AREA AND SURROUNDING AREA FROM

DUST NUISANCE. THE CONTRACTOR SHALL BE IN COMPLIANCE WITH THE AIR POLLUTION

CONTROL STANDARDS CONTAINED IN THE TCEQ TPDES CGP TXR150000.

STORMWATER MANAGEMENT NOTES

1. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCES AS REQUIRED.

2. INSTALL SILT FENCES WHEREVER STORMWATER COLLECTS OR EXITS THE PROJECT. INSTALL HAY BALE DIKES AT CURB INLETS ON THE

PROJECT SITE.

3. BACKFILL THE UTILITY TRENCHES IN A TIMELY MANNER TO MINIMIZE EROSION.

4. WHEN THE PROJECT AREA HAS STABILIZED AND ALL CONSTRUCTION IS COMPLETED AND ACCEPTED, REMOVE ALL CONTROLS.

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EX AC PAVEMENT

EX SIDEWALK

EX GRASSY AREA

EX RAMP

KEYNOTE INDEX

EX AC PAVEMENT

EX SIDEWALK

EX TREE

AUG 12, 2019

EX STAIRWELL

EX RAMP

EX 12 IN SD

EX 12 IN SD

EX CB

6 IN FD IN, INV @ 710.93

6 IN RD WEST IN, INV @ 711.43

12 IN SD EAST OUT, INV @ 709.93

EX CB

6 IN FD IN, INV @ 709.93

6 IN RD WEST IN, INV @ 709.99

12 IN SD EAST OUT, INV @ 708.55

EX GRASSY AREA

EX CHILLER PAD

EX WATER UTILITY PAD

EX AC PARKING

EX AC PARKING

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N 13709140.62

E 2141849.41

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DEMO EX SOD

DEMO EX CONC SIDEWALK/AC PAVEMENT/CONC CURB

DEMO EX CONC PAD

DEMO TO INSTALL NEW UTILITIES

KEYNOTE INDEX

REMOVE EX BOLLARD

REMOVE EX POST INDICATOR VALVE

REMOVE EX TREE

REMOVE EX DRAIN AND CONNECTION TO FRENCH DRAIN

LEAVE FRENCH DRAIN AS-IS

AUG 12, 2019

REMOVE EX DOMESTIC WATER SUPPLY

REMOVE EX BRICK SSMH

PROTECT IN-PLACE EX FRENCH DRAIN

PROTECT IN-PLACE EX ROOF DRAIN AND ROOF DRAIN DOWNSPOUTS

RESTORE CONNECTION OF EX DOWNSPOUTS TO EX LINE

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CONSTRUCTION NOTES

NEW LANDSCAPE GRAVEL

NEW CROSSWALK STRIPING

NEW VERTICAL CURB

REFER C-502 AND C-503 FOR DETAILED LAYOUT.

CS-401

CS-401

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REFER CS-401 AND CS-402 FOR DETAILED LAYOUT.

NEW 4 IN CONCRETE SIDEWALK

REFER CS-402 FOR DETAILED LAYOUT.

NEW 2 IN AC PAVEMENT OVER 6 IN BASE COURSE

REFER CS-401 AND CS-403 FOR DETAILED LAYOUT.

NEW VERTICAL CURB

REFER CS-401 AND CS-403 FOR DETAILED LAYOUT.

NEW VERTICAL CURB

REFER CS-401THROUGH CS-405 FOR ELEVATIONS.

NEW TRENCH DRAIN

REFER CS-401, CS-403, AND CS-404 FOR DETAILED LAYOUT.

NEW HANDRAIL

REFER CS-404 FOR DETAILS.

NEW TRENCH DRAIN

REFER CS-404 FOR DETAILED LAYOUT.

NEW HANDRAIL

REFER CS-404 AND CS-405 FOR DETAILED LAYOUT

EX AC PAVEMENT

EX PARKING STALLS

EX PERIMETER FENCE

NEW 4 IN SIDEWALK

REFER CS-401 THROUGH CS-405 FOR DETAILED LAYOUT.

NEW ADA ACCESSIBLE PARKING STALLS

REFER CS-405 FOR DETAILED LAYOUT.

"3-5 IN POLISHED MEXICAN BEACH" GRAVEL

TIFFWAY 419 BERMUDA

IMAGE OF "3-5 IN POLISHED MEXICAN BEACH" GRAVEL

LEGEND

NEW AC PAVEMENT

NEW CONCRETE SIDEWALK

NEW SOD

NEW GRAVEL

NEW FRENCH DRAIN

REFER CS-402 FOR DETAILED LAYOUT.

AUG 12, 2019

NEW 2 IN AC PAVEMENT OVER 6 IN BASE COURSE

REFER CS-405 FOR DETAILED LAYOUT.

NEW HANDRAIL

REFER C-504 FOR DETAILS.

GRADE TO SOUTH/SOUTHEAST TO PROVIDE

POSITVE DRAINAGE (5 FOOT BEHIND NEW CURB/WALK)

PROVIDE 2 LAYERS OF 5 OZ WEED BARRIER UNDER

LANDSCAPE GRAVEL FOR WEED CONTROL

NOTE:

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A N

S I

D

A U

G

W G

B

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

S O

U T

H W

E S

T E

V

I S

I O

N

F O

R

S

T R

I C

T

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i e e s e a n d

N i c h o l s

I n x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

SCALE IN FEET

0 20'

40'

NEW SOD

BLDG 615

WEST WING

BLDG 615

EAST WING

EX CB

EX CB

EFD

EFD

E F

D

E F

D

E F

D

E F

D

E F

D

E F

D

E F

D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D

E F

D

E F

D

E F

D

E F

D E

F D

E F

D

E F

D E

F D

EFD

EFD

EFD

FD

FD

F D

F D

CONSTRUCTION NOTES

NEW LANDSCAPE GRAVEL

NEW CROSSWALK STRIPING

NEW VERTICAL CURB

REFER C-502 AND C-503 FOR DETAILED LAYOUT.

CS-401

CS-401

CS-401

CS-401

CS-402

CS-402

CS-402

CS-404

CS-403

CS-403

CS-403

CS-403

CS-404

CS-402

CS-404

CS-404

CS-405 CS-405

CS-405

CS-405

REFER CS-405 FOR DETAILED LAYOUT.

REFER CS-401 AND CS-402 FOR DETAILED LAYOUT.

NEW 4 IN CONCRETE SIDEWALK

REFER CS-402 FOR DETAILED LAYOUT.

NEW 2 IN AC PAVEMENT OVER 6 IN BASE COURSE

REFER CS-401 AND CS-403 FOR DETAILED LAYOUT.

NEW VERTICAL CURB

REFER CS-401 AND CS-403 FOR DETAILED LAYOUT.

NEW VERTICAL CURB

REFER CS-401THROUGH CS-405 FOR ELEVATIONS.

NEW TRENCH DRAIN

REFER CS-401, CS-403, AND CS-404 FOR DETAILED LAYOUT.

NEW HANDRAIL

REFER CS-404 FOR DETAILS.

NEW TRENCH DRAIN

REFER CS-404 FOR DETAILED LAYOUT.

NEW HANDRAIL

REFER CS-404 AND CS-405 FOR DETAILED LAYOUT

EX AC PAVEMENT

EX PARKING STALLS

EX PERIMETER FENCE

NEW 4 IN SIDEWALK

REFER CS-401 THROUGH CS-405 FOR DETAILED LAYOUT.

NEW ADA ACCESSIBLE PARKING STALLS

REFER CS-405 FOR DETAILED LAYOUT.

"3-5 IN POLISHED MEXICAN BEACH" GRAVEL

TIFFWAY 419 BERMUDA

IMAGE OF "3-5 IN POLISHED MEXICAN BEACH" GRAVEL

LEGEND

NEW AC PAVEMENT

NEW CONCRETE SIDEWALK

NEW SOD

NEW GRAVEL

NEW FRENCH DRAIN

REFER CS-402 FOR DETAILED LAYOUT.

AUG 12, 2019

NEW 2 IN AC PAVEMENT OVER 6 IN BASE COURSE

REFER CS-405 FOR DETAILED LAYOUT.

NEW HANDRAIL

REFER C-504 FOR DETAILS.

GRADE TO SOUTH/SOUTHEAST TO PROVIDE

POSITVE DRAINAGE (5 FOOT BEHIND NEW CURB/WALK)

BASE BID SCOPE

SCOPE DEPICTED IN HATCHED AREA TO

BE INCLUDED IN BASE BID. CONTRACTOR TO TIE

INTO EX HARDSCAPE AT EDGES OF NEW WORK.

PROVIDE 2 LAYERS OF 5 OZ WEED BARRIER

UNDER LANDSCAPE GRAVEL FOR WEED CONTROL

NOTE:

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