B3 Amendment 0002 McAllen Revised Drawings.pdf

PDF 47 MB Posted Jul 25, 2020

Attached to: McAllen Central Processing Center (CPC), McAllen, Texas Federal contract opportunity
Solicitation number: W912HY20R0007
Issued by: Department of the Army Corps of Engineers Engineering District Galveston

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract solicitation for the McAllen Central Processing Center project in McAllen, Texas. The U.S. Army Corps of Engineers, Galveston District Office is seeking a contractor to demolish and renovate an existing 55,000 square foot warehouse building into a Central Processing Center, including administrative offices, holding cells, restrooms, and security, fire protection, HVAC, and utility systems. The scope also includes renovating a 22,000 square foot building for a Central Processing Center, replacing holding cell walls and HVAC systems. The project completion time is 14 months if completed consecutively or 22 months if phases are separate. The solicitation will be issued as a firm fixed price contract between $10-25 million. The response deadline is August 3, 2020 and award is estimated for August 2020. Offerors should register with beta.SAM.gov and visit beta.SAM.gov and the Corps' website for plans, specifications and amendments. The NAICS code is 236220 and small business size standard is $39.5 million.

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Other files for this federal contract opportunity

Other files attached to McAllen Central Processing Center (CPC), McAllen, Texas, newest first.
File	Type	Posted
B3 Amendment 0003 Full.pdf	PDF	Jul 30, 2020
B3 Amendment 0002 After ProjNet.pdf	PDF	Jul 24, 2020
Sign In Page 2.jpg	JPG image	Jul 14, 2020
Sign In Page 1.jpg	JPG image	Jul 14, 2020
B3 Amendment 0001 - Site Visit.pdf	PDF	Jul 7, 2020
W912HY20R0007_Specifications_02JUL.PDF	PDF	Jul 2, 2020
W912HY20R0007_FFandE_Interior Design Pkg.pdf	PDF	Jul 2, 2020
W912HY20R0007_Plans.pdf	PDF	Jul 2, 2020

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MCALLEN CENTRAL PROCESSING CENTER

BUILDING RENOVATION

RIO GRANDE VALLEY SECTOR

MCALLEN, TEXAS

FY20 PN: 481471

SOLICITATION NO.: W912HY20R0007

M C

ALLEN

, TEXAS

US ARMY CORPS

OF ENGINEERS

FORT WORTH DISTRICT

DATED: JUNE 2020

M C

ALLEN

M C

N , T

SIGNATURES AFFIXED BELOW INDICATE

OFFICIAL RECOMMENDATION AND APPROVAL OF

ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.

APPROVAL RECOMMENDED BY:

CHIEF, ENGINEERING BRANCH DATE

This project was designed by the Fort Worth District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152

11 JUN 20

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PLOT DATE:

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NFH ADMIN BUILDING

GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS I

G-003 INDEX OF DRAWINGS II

INDEX OF DRAWINGS I

INTERIORS - 55K

BI-101 FURNITURE FLOOR PLAN

BI-102 INTERIOR SIGNAGE PLAN

BI-103 INTERIOR FINISH PLAN

BI-501 SIGNAGE DETAILS

BI-502 SIGNAGE DETAILS

BI-601 INTERIOR FINISH SCHEDULE

BI-602 INTERIOR FINISH LEGEND

BI-603 INTERIOR SIGNAGE SCHEDULE

FIRE ALARM - 55K

BF-001 FIRE ALARM LEGEND AND OPERATIONAL MATRIX

BFD101 DEMO FIRE ALARM PLAN - AREA B1

BFD102 DEMO FIRE ALARM PLAN - AREA B2

BFA101 FIRE ALARM PLAN - AREA B1

BFA102 FIRE ALARM PLAN - AREA B2

BFA601 FIRE ALARM RISER DIAGRAM AND GENERAL NOTES

PLUMBING - 55K

BP-001 PLUMBING LEGEND

BPD101 PLUMBING SITE PLAN - DEMO

BP-101 PLUMBING BUILDING B SANITARY FLOOR PLAN - B1

BP-102 PLUMBING BUILDING B SANITARY FLOOR PLAN - B2

BP-103 PLUMBING BUILDING B DOMESTIC WATER FLOOR PLAN - B1

BP-104 PLUMBING BUILDING B DOMESTIC WATER FLOOR PLAN - B2

BP-501 PLUMBING DETAILS

BP-502 TYPICAL FIXTURE CONNECTION DETAILS

BP-503 EAST WALL PLUMBING RISER

BP-504 CENTRAL FLOOR PLUMBING RISER

BP-505 WEST WALL PLUMBING RISER

BP-506 NORTH WALL PLUMBING RISER

BP-601 PLUMBING SCHEDULES

BUILDING B (55K)

CIVIL

CE101 EXISTING CONDITIONS

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CG101 GRADING AND STORM DRAINAGE PLAN

CG102 PHASE 1 PERMANENT EROSION CONTROL PLAN

CP101 NORTH PAVING PLAN

CP102 NORTH PAVEMENT JOINT LAYOUT AND STRIPING PLAN

CU101 55K WAREHOUSE UTILITY PLAN

CU102 UTILITY PLAN NOTES

C-201 NORTH STORM DRAIN AND DETENTION AREA PROFILE

C-301 NORTH DETENTION AREA CROSS SECTIONS STA. 3+00 TO 5+00

C-302 NORTH DETENTION AREA CROSS SECTIONS STA. 5+25 TO 6+21

CD201 SITE SOUTH DEMOLITION PLAN

CS201 SOUTH SITE LAYOUT

CS202 SOUTH SITE FENCE LAYOUT

CG201 SOUTH GRADING PLAN

CP201 SOUTH PAVING PLAN

CP202 SOUTH SIGNAGE AND STRIPING PLAN

CP203 SOUTH CONCRETE PAVEMENT JOINT LAYOUT PLAN

C-501 UTILITY DETAILS I

C-502 UTILITY AND PAVING DETAILS

C-503 SIDEWALK AND PAVING DETAILS

C-504 UTILITY AND BOLLARD DETAILS

C-505 SITE DETAILS I

C-506 UTILITY DETAILS II

C-507 SITE DETAILS III

C-508 SITE DETAILS IV

C-509 SITE DETAILS V

C-510 SITE DETAILS VI

C-511 SITE DETAILS VII

ELECTRICAL - SITE

ES101 PHASE 1 - ELECTRICAL SITE PLAN

ES102 PHASE 1 - EXTERIOR ELECTRICAL DETAILS

ES103 PHASE 1 - EXTERIOR ELECTRICAL DETAILS 2

ES201 PHASE 2 - ELECTRICAL SITE PLAN

ES202 PHASE 2 - EXTERIOR ELECTRICAL DETAILS

ES203 PHASE 2 - EXTERIOR ELECTRICAL DETAILS 2

ES204 PHASE 2 - PANELBOARD SCHEDULES

STRUCTURAL - 55K

BS-121 OVERALL WALL FRAMING PLAN

BS-130 OVERALL ROOF FRAMING PLAN

BS-131 ROOF FRAMING PLAN - AREA B1

BS-132 ROOF FRAMING PLAN - AREA B2

BS-201 FIREWALL FRAMING ELEVATION

BS-202 ROOF FRAMING ELEVATION

BS-203 FIRE BARRIER FRAMING ELEVATION

BS-301 FOUNDATION SECTIONS

BS-302 CMU WALL FOOTING SECTIONS

BS-303 FOUNDATION/WALL SECTIONS III

BS-311 MECHANICAL MEZZANINE FRAMING SECTIONS

BS-312 GUARD PLATFORM FRAMING SECTIONS

BS-313 WALL FRAMING SECTIONS AND DETAILS

BS-314 ROOF FRAMING SECTIONS

BS-315 ROOF FRAMING SECTIONS II

BS-401 ROLL-UP DOOR FRAMING SECTIONS

BS-402 GUN LOCKER CANOPY FOUNDATION AND FRAMING PLANS

BS-501 BASE PLATE DETAILS

BS-601 SCHEDULES

STRUCTURAL - 55K

BS-001 STRUCTURAL ABBREVIATIONS

BS-002 GENERAL STRUCTURAL NOTES AND DETAILS I

BS-003 GENERAL STRUCTURAL NOTES AND DETAILS II

BS-004 GENERAL STRUCTURAL NOTES AND DETAILS III

BS-005 GENERAL STRUCTURAL NOTES AND DETAILS IV

BS-006 GENERAL STRUCTURAL NOTES AND DETAILS V

BS-007 TYPICAL FRAMING DETAILS

BSD100 OVERALL FOUNDATION DEMOLITION PLAN

BSD110 OVERALL FRAMING DEMOLITION PLAN

BS-101 OVERALL FOUNDATION PLAN

BS-102 PARTIAL FOUNDATION PLAN - AREA B1

BS-103 PARTIAL FOUNDATION PLAN - AREA B2

BS-111 OVERALL MEZZANINE FRAMING PLAN

ARCHITECTURE - 55K

BA-001 GENERAL NOTES AND ABBREVIATIONS

BA-101 OVERALL DEMOLITION FLOOR PLAN

BA-102 REFLECTED CEILING DEMOLITION PLAN

BA-103 ROOF DEMOLITION PLAN

BA-104 FIRST FLOOR PLAN

BA-105 PARTIAL FIRST FLOOR PLAN - AREA B1

BA-106 PARTIAL FIRST FLOOR PLAN - AREA B2

BA-107 FIRST FLOOR REFLECTED CEILING PLAN

BA-108 ROOF PLAN

BA-201 BUILDING ELEVATIONS

BA-301 BUILDING SECTIONS

BA-310 WALL SECTIONS

BA-311 WALL SECTIONS 2

BA-401 ENLARGED RESTROOM PLANS AND ELEVATIONS

BA-402 ENLARGED RESTROOM PLANS AND ELEVATIONS 2

BA-403 ENLARGED RESTROOM PLANS AND ELEVATIONS 3

BA-410 MILLWORK DETAILS

BA-411 GUARD POD ELEVATIONS

BA-412 GUARD MEZZANINE SECTIONS

BA-413 PISTOL LOCKER CANOPY

BA-414 FIRE RATED VESTIBULE

BA-501 EXTERIOR WALL DETAILS

BA-502 EXTERIOR WALL DETAILS 2

BA-503 PLAN DETAILS 1

BA-504 PLAN DETAILS 2

BA-505 PLAN DETAILS 3

BA-510 DOOR DETAILS 1

BA-511 DOOR DETAIL 2

BA-512 DOOR DETAILS 3

BA-520 STOREFRONT DETAILS

BA-530 LOUVER AND WINDOW DETAILS

BA-540 CEILING DETAILS

BA-601 PARTITION SCHEDULE

BA-602 WINDOW SCHEDULE I

BA-603 WINDOW SCHEDULE II

BA-604 BENCH SCHEDULE

BA-605 DOOR SCHEDULE

BA-801 FIREWALL DISPLAY

MECHANICAL - 55K

BM-001 MECHANICAL LEGEND

BM-002 BUILDING B OVERALL PLAN

BMD101 MECHANICAL SITE PLAN - DEMO

BM-100 MECHANICAL SITE PLAN - NEW WORK

BMH101 BUILDING B FLOOR PLAN SUPPLY AND RETURN DUCTWORK - B1

BMH102 BUILDING B FLOOR PLAN SUPPLY AND RETURN DUCTWORK - B2

BMH103 BUILDING B FLOOR PLAN EXHAUST AND OUTSIDE AIR DUCTWORK - B1

BMH104 BUILDING B FLOOR PLAN EXHAUST AND OUTSIDE AIR DUCTWORK - B2

BMH105 BUILDING B FLOOR PLAN GUARD MEZZANINE DUCTWORK

BMP101 BUILDING B FLOOR PLAN HYDRONIC PIPING - B1

BMP102 BUILDING B FLOOR PLAN HYDRONIC PIPING - B2

BMP103 ENLARGED MECHANICAL YARD

BM-301 BUILDING B SECTIONS

BM-501 MECHANICAL DETAILS

BM-502 MECHANICAL DETAILS

BM-503 MECHANICAL DETAILS

BM-504 MECHANICAL DETAILS

BM-505 CHILLED WATER NODE DIAGRAM

BM-506 HEATING HOT WATER NODE DIAGRAM

BM-507 CHILLED WATER SYSTEM SCHEMATIC

BM-508 HEATING HOT WATER SYSTEM SCHEMATIC

BM-601 MECHANICAL SCHEDULES

BM-602 MECHANICAL SCHEDULES

BM-603 MECHANICAL SCHEDULES

BM-604 MECHANICAL SCHEDULES

BM-901 HVAC ISOMETRIC - BUILDING B

BM-902 HYDRONICS ISOMETRIC - BUILDING B

BM-903 HYDRONICS ISOMETRIC - MECHANICAL YARD

BMI001 CONTROLS LEGEND

BMI002 POINTS LIST INSTRUCTIONS

BMI301 AIR HANDLING UNIT CONTROLS SCHEMATIC

BMI302 AIR HANDLING UNIT POINTS LIST

BMI303 AHU SEQUENCE OF OPERATIONS

BMI304 AHU LADDER DIAGRAM

BMI305 DOA CONTROLS SCHEMATIC

BMI306 DOA POINTS LIST

BMI307 DOA SEQUENCE OF OPERATION

BMI308 DOA LADDER DIAGRAM

BMI309 VAV TERMINCAL UNIT CONTROL SCHEMATIC

BMI310 VAV POINTS LIST

BMI311 TYPICAL FAN COIL UNIT CONTROLS

BMI312 CHILLED WATER SYSTEM CONTROLS

BMI313 CHILLED WATER SYSTEM POINTS

BMI314 HYDRONIC HEATING HOT WATER CONTROLS

BMI315 HEATING HOT WATER POINTS LIST

BMI316 OTHER SYSTEMS CONTROLS

BMI317 OTHER SYSTEMS CONTROLS

LIFE SAFETY

LS-001 LIFE SAFETY ANALYSIS - AREA B1

LS-002 LIFE SAFETY ANALYSIS - AREA B2

LS-003 LIFE SAFETY SITE PLAN FIRE PROTECTION - 55K

BFS101 SMOKE MANAGEMENT SYSTEM AREA B

BFX101 FIRE SPRINKLER DEMOLITION

BFX102 NEW FIRE SPRINKLER SYSTEM

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INDEX OF DRAWINGS II

ARCHITECTURE - 22K

AA-001 GENERAL NOTES AND ABBREVIATIONS

AA-101 OVERALL DEMOLITION PLANS

AA-102 ENLARGED DEMOLITION PLAN - FIRST FOOR

AA-103 ENLARGED DEMOLITION PLAN - REFLECTED CEILING FIRST FLOOR

AA-104 FIRST FLOOR PLAN

AA-105 REFLECTED CEILING PLAN

AA-402 SCREEN WALL PLAN AND ELEVATION

AA-501 PARTITION TYPES

AA-601 DOOR AND WINDOW SCHEDULE

ELECTRICAL - 22K

AE-001 ELECTRICAL INTERIOR LEGEND

AED101 ELECTRICAL BUILDING A EXISTING AND DEMOLITION PLAN - AREA A1

AED102 ELECTRICAL BUILDING A EXISTING AND DEMOLITION PLAN - AREA A2

AEG101 LIGHTNING PROTECTION PLAN

AEP111 ELECTRICAL BUILDING A EQUIPMENT POWER PLAN - AREA A1

AEP112 ELECTRICAL BUILDING A EQUIPMENT POWER PLAN - AREA A2

AEP601 EXISTING ONE-LINE DIAGRAM

AEP701 ELECTRICAL SCHEDULES 1

AEP702 ELECTRICAL SCHEDULES 2

AEP703 ELECTRICAL SCHEDULE 2

AT-001 SECURITY LEGEND

ATD101 DEMO SECURITY PLAN - AREA A1

ATD102 DEMO SECURITY PLAN - AREA A2

ATY101 SECURITY PLAN - AREA A1

ATY102 SECURITY PLAN - AREA A2

ATY701 CAVSS APPROVED IP DEVICES

MECHANICAL - 22K

AM-001 MECHANICAL LEGEND

AM-002 BUILDING A AND BUILDING B OVERALL PLAN

AMD101 BUILDING A SITE DEMO PLAN

AMD102 BUILDING A INTERIOR DEMO PLAN

AM-100 MECHANICAL SITE PLAN - NEW WORK

AMH101 BUILDING A FLOOR PLAN SUPPLY AND RETURN AIR DUCTWORK - AREA A1

AMH102 BUILDING A FLOOR PLAN SUPPLY AND RETURN AIR DUCTWORK - AREA A2

AMH103 BUILDING A FLOOR PLAN OUTSIDE AIR DUCTWORK - AREA A1

AMH104 BUILDING A FLOOR PLAN OUTSIDE AIR DUCTWORK - AREA A2

AMP101 BUILDING A FLOOR PLAN HYDRONIC PIPING - AREA A1

AMP102 BUILDING A FLOOR PLAN HYDRONIC PIPING - AREA A2

AM-301 BUILDING A SECTIONS

AM-302 BUILDING A SECTIONS

AM-401 MECHANICAL ROOM ENLARGED PLAN

AM-501 CHILLED WATER NODE DIAGRAM

AM-502 HEATING HOT WATER NODE DIAGRAM

AM-503 MECHANICAL DETAILS

AM-504 MECHANICAL DETAILS

AM-505 MECHANICAL DETAILS

AM-601 MECHANICAL SCHEDULES

AM-602 MECHANICAL SCHEDULES

AM-603 MECHANICAL SCHEDULES

AM-901 HVAC ISOMETRIC - BUILDING A

AM-902 HYDRONIC ISOMETRIC - BUILDING A

AMI001 CONTROLS LEGEND

AMI002 MECHANICAL CONTROL DIAGRAMS

AMI301 AHU CONTROL SCHEMATIC

AMI302 AHU POINTS LIST

AMI303 AHU SEQUENCE OF OPERATION

AMI304 AHU LADDER DIAGRAM

AMI305 DOA CONTROL SCHEMATIC

AMI306 DOA POINTS LIST

AMI307 DOA SEQUENCE OF OPERATION

AMI308 DOA LADDER DIAGRAM

AMI309 VAV TERMINAL UNIT CONTROL SCHEMATIC

AMI310 VAV TERMINAL UNIT POINTS LIST

AMI311 TYPICAL FAN COIL UNIT CONTROLS

STRUCTURAL - 22K

AS-001 GENERAL STRUCTURAL NOTES AND DETAILS I

AS-002 GENERAL STRUCUTRAL NOTES AND DETAILS II

ASD110 MECHANICAL PLATFORM FRAMING DEMOLITION PLAN

AS-311 CMU WALL DETAILS

BUILDING A (22K)BUILDING B (55K)

ELECTRICAL - 55K

BE-001 ELECTRICAL INTERIOR LEGEND

BED101 DEMO POWER PLAN - AREA B1

BED102 DEMO POWER PLAN - AREA B2

BEG101 LIGHTNING PROTECTION PLAN

BEG601 GROUNDING RISER DIAGRAM

BEL001 LIGHTING FIXTURE SCHEDULE & LIGHTING CONTROL MATRIX

BEL101 LIGHTING PLAN - AREA B1

BEL102 LIGHTING PLAN - AREA B2

BEL501 LIGHTING DETAILS 1

BEL502 LIGHTING DETAILS 2

BEL503 LIGHTING DETAILS 3

BEP101 POWER PLAN - AREA B1

BEP102 POWER PLAN - AREA B2

BEP111 EQUIPMENT POWER PLAN - AREA B1

BEP112 EQUIPMENT POWER PLAN - AREA B2

BEP501 ELECTRICAL DETAILS 1

BEP601 POWER ONE-LINE DIAGRAM - DEMO

BEP602 POWER ONE-LINE DIAGRAM - NEW

BEP701 PANELBOARD SCHEDULES 1

BEP702 PANELBOARD SCHEDULES 2

BEP703 PANELBOARD SCHEDULES 3

BT-001 TELECOMMUNICATIONS AND SECURITY LEGEND

BTD101 DEMO SECURITY PLAN - AREA B1

BTD102 DEMO SECURITY PLAN - AREA B2

BTT101 TELECOMMUNICATIONS PLAN - AREA B1 & GUARD PLATFORM

BTT102 TELECOMMUNICATIONS PLAN - AREA B2

BTT501 TELECOMMUNICATION DETAILS

BTY101 SECURITY PLAN - AREA B1 & GUARD PLATFORM

BTY102 SECURITY PLAN - AREA B2

BTY501 SECURITY DETAILS 1

BTY502 SECURITY DETAILS 2

BTY601 VIDEO SURVEILLANCE RISER DIAGRAM

BTY602 ACCESS CONTROL AND ALARM SYSTEM RISER DIAGRAM

BTY701 CAVSS APPROVED IP DEVICES

FIRE PROTECTION - 22K

AFS101 SMOKE MANAGEMENT SYSTEM AREA A

AFS102 SMOKE MANAGEMENT SYSTEM AREA B

FIRE ALARM - 22K

AFA101 FIRE ALARM RISER DIAGRAM

2288 SF

DETAINEE: 23

B-1

145 SF

I-3 EMPLOYEE: 2

B-1

145 SF

I-3 EMPLOYEE: 2

B-1

2494 SF

DETAINEE: 25

B-1

138 SF

STORAGE: 2

B-1

90 SF

DETAINEE 2

B-1

180 SF

STORAGE: 2

B-1

985 SF

OFFICE: ACTUAL: 15

B-1

172 SF

I-3 EMPLOYEE: 2

B-1

105 SF

DETAINEE: 2

B-1

153 SF

STORAGE: 2

B-1

423 SF

DETAINEE: ACTUAL: 14

B-1

446 SF

DETAINEE: ACTUAL: 12

B-1

317 SF

OFFICE: 4

B-1

237 SF

DETAINEE: 11

B-1

876 SF

DETAINEE: 49

B-1

921 SF

DETAINEE: 49

B-1

864 SF

DETAINEE: 45

B-1

945 SF

DETAINEE: 39

B-1

875 SF

DETAINEE: 37

B-1

895 SF

DETAINEE: 46

B-1

864 SF

DETAINEE: 40

B-1

878 SF

DETAINEE: 49

B-1

245 SF

DETAINEE: 11

B-1

8 OCCUPANTS

12' - 0"

8 OCCUPANTS

12' - 0"

1166 SF

I-3 EMPLOYEE: 11

B-1

1261 SF

I-3 EMPLOYEE: 13

B-1

1247 SF

OCCUPANTS: 13

B-2

276 SF

OCCUPANTS: 3

B-2

213 SF

OCCUPANTS: 3

B-2

392 SF

I-3: 4

B-1

3878 SF

STORAGE: 8

B-1

303 SF

CHASE: 3

B-1

MAX TRAVEL DISTANCE: 165'-2"

'-9

MAX TRAVEL DISTANCE: 68'-0"

S-1

I-3 15' - 0"

15' - 0" 10

3' - 0"

135 SF

OFFICE: 2

B-1

MAX TRAVEL DISTANCE: 148'-6"

414 SF

I-3: 5

B-1

324 SF

I-3: 4

B-1

77 SF

STORAGE: 1

B-1

FEC

FE(BELOW

COUNTER) FE (BELOW

COUNTER)

FEC

13' - 6"

64" 426PN

245PN36.75"

64" 426PN

2PN.3"

64" 426PN

0PN0"

32" 213PN

0PN0"

32" 213PN

0PN0"

64" 426PN

217PN32.55"

64" 426PN

0PN0"

32" 213PN

0PN0"

32" 213PN

0PN0"

64" 426PN

14PN2.1"

64" 426PN

0PN0"

32" 213PN

2PN.3"

32" 213PN

12PN1.8"

32" 213PN

19PN2.85"

32" 213PN

14PN2.1"

MAX TRAVEL DISTANCE: 99'-2"

32" 213PN

13PN1.95"

MAX TRAVEL DISTANCE: 50'

"I-3" OCCUPANCY

"B" OCCUPANCY

"S-1" OCCUPANCY

FIREWALL - 2 HOUR

ROOM EXIT PATH

EXIT CAPACITY SYMBOL (.15" FACTOR)

FIRE BARRIER - 1 HOUR

FIRE PARTITION - 1 HOUR

FE FIRE EXISTINGUISHER,

HOOK MOUNT

FEC FIRE EXISTINGUISHER CABINET

64" 426PN

243PN36.45"

PROVIDED WIDTH

REQUIRED WIDTH

MAX CAPACITY

NEEDED CAPACITY

PRIMARY EXIT PATH OF TRAVEL

SECONDARY EXIT PATH OF TRAVEL

TERTIARY EXIT PATH OF TRAVEL

931 SF

I-3: 10

B-1

679 SF

I-3: 8

B-2

32" 213PN

10PN1.5"

32" 213PN

8PN1.2"

MAX TRAVEL DISTANCE: 99'-0"

MAX TRAVEL

DISTANCE: 164'-11"

5'- 0"

T O

2A:10B:C MULTIPURPOSE

DRY CHEMICAL FIRE EXT.

(GFGI-NIC)

ROLLED EDGE SEMI-

RECESSED FIRE

EXTINGUISHER

CABINET AS SPECIFIED

BREAK GLASS

HINGED DOOR

BLOCKING AS REQ'D

SEMI-RECESSED FIRE EXTINGUISHER

CABINET SECTION

AT METAL STUD WALL

TYPICAL SEMI-RECESSED FIRE

EXTINGUISHER CABINET

FRONT ELEVATION

NOTES:

1. CABINETS SHALL BE SIZED TO ACCOMMODATE GFGI FIRE EXTINGUISHERS, COORDINATE WITH CONTRACTING OFFICER.

2. CABINET SHALL BE LOCKABLE.

3. AT ALL FEC LOCATIONS, BRACKET SHALL BE WALL MOUNTED AT 5'-0" AFF. FIRE EXTINGUISHER TO BE 2A:10B:C (GFGI, NIC)

METAL STUDS

WITH GYP BD

BLOCKING AS REQ'D

4" MAX PROTRUSION PER ABA 307.2

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MCALLEN CENTRAL PROCESSING CENTER

3/32" = 1'-0"1 BUILDINGS B-1 AND B-2 LIFE SAFETY PLAN

OCCUPANCY AND LIFE SAFETY KEY

LIFE SAFETY TOTAL OCCUPANCY COUNT

BUILDING OCCUPANCY (DETAINEE AND EMPLOYEE)

B-1 546 B-2 782 Grand total 1328

DETAINEE COUNT FOR EXIT ACCESS WIDTH

Name Comments

OCC

ACTUAL

DETAINEE: 43 B-2 43

DETAINEE: 44 B-2 44

DETAINEE: 34 B-2 34

DETAINEE: 40 B-2 40

DETAINEE: 44 B-2 44

DETAINEE: 46 B-2 46

DETAINEE: 33 B-2 33

DETAINEE: 42 B-2 42

DETAINEE: 20 B-2 20

DETAINEE: 49 B-2 49

DETAINEE: 43 B-2 43

DETAINEE: 18 B-2 18

DETAINEE: ACTUAL: 2 B-2 2

DETAINEE: 10 B-2 10

DETAINEE: ACTUAL: 2 B-2 2

DETAINEE: 26 B-2 26

DETAINEE: 25 B-2 25

B-2 575 Grand total: 35 1029

DETAINEE COUNT FOR EXIT ACCESS WIDTH

Name Comments

OCC

ACTUAL

DETAINEE: 23 B-1 23

DETAINEE: 25 B-1 25

DETAINEE 2 B-1 2

DETAINEE: 2 B-1 2

DETAINEE: ACTUAL: 14 B-1 14

DETAINEE: ACTUAL: 12 B-1 12

DETAINEE: 11 B-1 11

DETAINEE: 49 B-1 49

DETAINEE: 45 B-1 45

DETAINEE: 39 B-1 39

DETAINEE: 37 B-1 37

DETAINEE: 46 B-1 46

DETAINEE: 40 B-1 40

DETAINEE: 49 B-1 49

DETAINEE: 11 B-1 11

B-1 454

SCALE: 3/32"=1'-0"

10 16246816 12 0

3/32" = 1'-0"2

GUARD MEZZANINE LIFE

SAFETY PLAN

1" = 1'-0"3 FIRE EXTINGUISHER CABINET DETAIL

KEYPLAN

ILD

PLAN

NORTH

876 SF

DETAINEE: 43

B-2

828 SF

DETAINEE: 44

B-2

793 SF

DETAINEE: 34

B-2

746 SF

DETAINEE: 40

B-2

827 SF

DETAINEE: 44

B-2

894 SF

DETAINEE: 44

B-2

841 SF

DETAINEE: 46

B-2

827 SF

DETAINEE: 33

B-2

894 SF

DETAINEE: 42

B-2

707 SF

OFFICE: ACTUAL: 10

B-2

652 SF

DETAINEE: 20

B-2

827 SF

DETAINEE: 49

B-2

894 SF

DETAINEE: 43

B-2

87 SF

STORAGE: 1

B-2

121 SF

STORAGE: 2

B-2

104 SF

STORAGE: 2

B-2

346 SF

DETAINEE: 18

B-2

184 SF

STORAGE: 2

B-2

97 SF

DETAINEE: ACTUAL: 2

B-2

199 SF

DETAINEE: 10

B-2199 SF

DETAINEE: 10

B-2

97 SF

DETAINEE: ACTUAL: 2

B-2

145 SF

I-3 EMPLOYEE: 2

B-2

145 SF

I-3 EMPLOYEE: 2

B-2

2515 SF

DETAINEE: 26

B-2

2487 SF

DETAINEE: 25

B-2

634 SF

OFFICE/STORAGE: 7

B-2

104 SF

STORAGE: 2

B-2

107 SF

OCCUPANTS: 2

B-2

205 SF

OCCUPANTS: 3

B-2

177 SF

OCCUPANTS: 2

B-2

175 SF

OCCUPANTS: 2

B-2 126 SF

OCCUPANTS: 2

B-2

346 SF

OCCUPANTS: 4

B-2

479 SF

OCCUPANTS: 5

B-2339 SF

OCCUPANTS (ASSEMBLY):

B-2

161 SF

OCCUPANTS: 2

B-2

163 SF

OCCUPANTS: 2

B-2

8871 SF

I-3 EMPLOYEE AISLE: 91

B-2

474 SF

STORAGE: 5

B-2

MAX TRAVEL DISTANCE: 182'-4"

I-3

MAX TRAVEL DISTANCE: 182'

MAX TRAVEL DISTANCE: 159'-7"

TRAVEL DISTANCE: 132' - 4"

MAX TRAVEL DISTANCE: 187' - 1"

609 SF

I-3: 7

B-2 15' - 0"

FEC

FECFE

FE (UNDER

COUNTER)

FE (UNDER

COUNTER)

18' - 0"

64" 426PN

235PN35.25"

64" 426PN

166PN24.9"

64" 426PN

0PN0"

64" 426PN

18PN2.7"

64" 426PN

158PN23.7"

64" 426PN

206PN30.9"

32" 213PN

41PN6.15"

32" 213PN

0PN0"

32" 213PN

0PN0"

"I-3" OCCUPANCY

"B" OCCUPANCY

"S-1" OCCUPANCY

FIREWALL - 2 HOUR

ROOM EXIT PATH

EXIT CAPACITY SYMBOL (.15" FACTOR)

FIRE BARRIER - 1 HOUR

FIRE PARTITION - 1 HOUR

FE FIRE EXISTINGUISHER,

HOOK MOUNT

FEC FIRE EXISTINGUISHER CABINET

64" 426PN

243PN36.45"

PROVIDED WIDTH

REQUIRED WIDTH

MAX CAPACITY

NEEDED CAPACITY

PRIMARY EXIT PATH OF TRAVEL

SECONDARY EXIT PATH OF TRAVEL

TERTIARY EXIT PATH OF TRAVEL

SHEET

NUMBER

D ra w n by

D es ig ne d by

Su bm itt ed b y:

Sh ee t S iz e

D at e:

C on tra ct

N o.

So lic ita tio n N o.

U .S

. A R

M Y

C O

O F

R S

T W

O R

T W

O R

, T

C he ck ed b y:

US Army Corps of Engineers ®

R ev

M ar k D es cr ip tio n Tr ac ki ng N o.

Ac tio n

D at e

C O

R U

O N

B R

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

P N

: 4

6/9/2020 4:56:48 PM

M C

N, T

X M

P R

O C

N G

B U

N R

D E

2H Y2

R , P

O N

E N

LS-002

. P

MCALLEN CENTRAL PROCESSING CENTER

3/32" = 1'-0"1 BUILDING B-2 LIFE SAFETY PLAN

OCCUPANCY TOTALS

TYPE OCCUPANCY CALC AREA

OCC

ACTUAL

B-2 STORAGE: 5 474 SF 5

B-2 I-3: 8 679 SF 8

B-2 I-3: 7 609 SF 7

B-2: 45 32715 SF 782

Grand total: 79 57278 SF 1328

OCCUPANCY TOTALS

TYPE OCCUPANCY CALC AREA

OCC

ACTUAL

B-2 I-3 EMPLOYEE: 2 145 SF 2

B-2 DETAINEE: 26 2515 SF 26

B-2 DETAINEE: 25 2487 SF 25

B-2 OFFICE/STORAGE: 7 634 SF 7

B-2 STORAGE: 2 104 SF 2

B-2 OCCUPANTS: 13 1247 SF 13

B-2 OCCUPANTS: 3 276 SF 3

B-2 OCCUPANTS: 3 213 SF 3

B-2 OCCUPANTS: 2 107 SF 2

B-2 OCCUPANTS: 3 205 SF 3

B-2 OCCUPANTS: 2 177 SF 2

B-2 OCCUPANTS: 2 175 SF 2

B-2 OCCUPANTS: 2 126 SF 2

B-2 OCCUPANTS: 4 346 SF 4

B-2 OCCUPANTS: 5 479 SF 5

B-2 OCCUPANTS

(ASSEMBLY): 23

339 SF 23

B-2 OCCUPANTS: 2 161 SF 2

B-2 OCCUPANTS: 2 163 SF 2

B-2 I-3 EMPLOYEE AISLE: 91 8871 SF 91

OCCUPANCY TOTALS

TYPE OCCUPANCY CALC AREA

OCC

ACTUAL

B-2 DETAINEE: 40 746 SF 40

B-2 DETAINEE: 44 827 SF 44

B-2 DETAINEE: 44 894 SF 44

B-2 DETAINEE: 46 841 SF 46

B-2 DETAINEE: 33 827 SF 33

B-2 DETAINEE: 42 894 SF 42

B-2 OFFICE: ACTUAL: 10 707 SF 10

B-2 DETAINEE: 20 652 SF 20

B-2 DETAINEE: 49 827 SF 49

B-2 DETAINEE: 43 894 SF 43

B-2 STORAGE: 1 87 SF 1

B-2 STORAGE: 2 121 SF 2

B-2 STORAGE: 2 104 SF 2

B-2 DETAINEE: 18 346 SF 18

B-2 STORAGE: 2 184 SF 2

B-2 DETAINEE: ACTUAL: 2 97 SF 2

B-2 DETAINEE: 10 199 SF 10

B-2 DETAINEE: ACTUAL: 2 97 SF 2

B-2 I-3 EMPLOYEE: 2 145 SF 2

OCCUPANCY TOTALS

TYPE OCCUPANCY CALC AREA

OCC

ACTUAL

B-1 DETAINEE: 37 875 SF 37

B-1 DETAINEE: 46 895 SF 46

B-1 DETAINEE: 40 864 SF 40

B-1 DETAINEE: 49 878 SF 49

B-1 DETAINEE: 11 245 SF 11

B-1 I-3 EMPLOYEE: 11 1166 SF 11

B-1 I-3 EMPLOYEE: 13 1261 SF 13

B-1 I-3: 4 392 SF 4

B-1 STORAGE: 8 3878 SF 8

B-1 CHASE: 3 303 SF 3

B-1 OFFICE: 2 135 SF 2

B-1 I-3: 10 931 SF 10

B-1 I-3: 5 414 SF 5

B-1 I-3: 4 324 SF 4

B-1 STORAGE: 1 77 SF 1

B-1: 34 24563 SF 546

B-2

B-2 DETAINEE: 43 876 SF 43

B-2 DETAINEE: 44 828 SF 44

B-2 DETAINEE: 34 793 SF 34

OCCUPANCY TOTALS

TYPE OCCUPANCY CALC AREA

OCC

ACTUAL

B-1

B-1 DETAINEE: 23 2288 SF 23

B-1 I-3 EMPLOYEE: 2 145 SF 2

B-1 DETAINEE: 25 2494 SF 25

B-1 STORAGE: 2 138 SF 2

B-1 DETAINEE 2 90 SF 2

B-1 STORAGE: 2 180 SF 2

B-1 OFFICE: ACTUAL: 15 985 SF 15

B-1 I-3 EMPLOYEE: 2 172 SF 2

B-1 DETAINEE: 2 105 SF 2

B-1 STORAGE: 2 153 SF 2

B-1 DETAINEE: ACTUAL: 14 423 SF 14

B-1 DETAINEE: ACTUAL: 12 446 SF 12

B-1 OFFICE: 4 317 SF 4

B-1 DETAINEE: 11 237 SF 11

B-1 DETAINEE: 49 876 SF 49

B-1 DETAINEE: 49 921 SF 49

B-1 DETAINEE: 45 864 SF 45

B-1 DETAINEE: 39 945 SF 39

OCCUPANCY AND LIFE SAFETY KEY

SCALE: 3/32"=1'-0"

10 16246816 12 0

KEYPLAN

ILD

PLAN

NORTH

OFFSET

50-FOOT BUILDING

OFFSET

50-FOOT BUILDING

APPROX. 4,420 SF

GATHERING AREA

EMERGENCY EGRESS

APPROX. 15,400 SF

GATHERING AREA

EMERGENCY EGRESS

APPROX 2,405 SF

GATHERING AREA

EMERGENCY EGRESS

OFFSET

BUILDING

50-FOOT

OFFSET

BUILDING

50-FOOT

FF ELEV. 100.7'

BUILDING B (55K)

FF ELEV. 100.7'

BUILDING A (22K)

80'0 40'

SCALE 1" = 40'

LS-003

E S

A F

E T

Y S

P L

A N

NUMBER

SEQUENCE

SHEET

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

G c a d d f il e n a m e d a te

C o n tr a c t

N u m b e r:

S o li c it a ti o n

N u m b e r:

F il e n a m e

R ev

R e v ie w e d b y

D e si g n e d b y

S u b m it te d b y

D at e:

P lo t sc a le

P lo t d a te

Fort Worth District of Engineers

US Army Corps

A ct io n

T ra c k in g

N u m b e r

D at e D es cr ip ti o n

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

E R

E N

C E

E F

E R

E N

C E

E F

E R

E N

C E

E F

E R

E N

C E

E F

E R

E N

C E

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

E R

E N

C E

1 2 d a te u se r$ c a d d f il e n a m e ti m e$

3 4 5

D ra w n b y

S y m b o l

M C

A L

L E

N T

C H

S E

C T

G R

A N

D E

V A

L L

E Y

S E

C T

O R

B U

R E

N O

V A

M C

A L

L E

N C

E N

T R

A L

P R

O C

E S

G C

E N

T E

F Y

P N

F O

R T

W O

R T

T E

X A

C O

R P

S O

F E

N G

E R

U .S

R M

Y E

N G

E R

T R

B R

A N

T E

N S

E N

B R

A N

T E

N S

E N

N N

E R

N N

E R

H Y

EGRESS ROUTE

LEGEND

EGRESS GATHERING AREA

Y A

R D

M E

C H

A N

A L

C A

N O

P Y

CONC. PAD

TRANS. ON

E X

B O

X E

'x C

O N

N E

BOXES

8'x

' C

ONNEX

BOXES

8'x40' C

ONNEX

YARD

MECH.

CE101

E X

C O

N D

N S

60'0 30'

SCALE 1" = 30'

SEE NOTE 6

TURNED OVER TO THE CONTRACTOR FOR SITE PHASE 2 CONSTRUCTION.

REMOVED FROM THE EXISTING RAMP AREA PRIOR TO SITE BEING

CBP SHALL COORDINATE AND HAVE ALL TRAILERS AND EQUIPMENT6.

FROM MAY 31 THRU JUNE 10, 2016.

THE FIELD WORK WAS PERFORMED BY GUZMAN AND MUNOZ CREWS 5.

AND THEY WERE NOT MODIFIED OR ADJUSTED IN ANY WAY.

ARE BASED ON GIS INFORMATION PROVIDED BY USACE

THE UNDERGROUND UTILITIES SHOWN IN THIS PLAT4.

SURFACE UNIT MULTIPLIED BY COMBINED SCALE FACTOR).

0.9999600 SHOULD BE USED (GRID UNIT=

GRID DISTANCES A COMBINED SCALE FACTOR OF

THIS PLAT IS ON SURFACE UNIT (US FEET) AND, FOR3.

VERTICAL ELEVATIONS ARE BASED ON NAVD88.2.

(2011) EPOCH 2010.00

COORDINATE SYSTEM, SOUTH ZONE (4205), NAD 83

COORDINATES ARE BASED ON THE TEXAS STATE PLANE1.

GENERAL NOTES:

S H

O W

E R

U N

H V

A C

U N

S H

O W

E R

U N

L A

U N

D R

Y U

GENERATOR

NUMBER

SEQUENCE

SHEET

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

c a d d f il e n a m e d a te

C o n tr a c t

N u m b e r:

S o li c it a ti o n

N u m b e n a m e

R ev

R e v ie w e d b y

D e si g n e d b y

S u b m it te d b y

D at e:

P lo t sc a le

P lo t d a te

Fort Worth District of Engineers

US Army Corps

A ct io n

T ra c k in g

N u m b e r

D at e D es cr ip ti o n

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

E R

E N

C E

E F

E R

E N

C E

E F

E R

E N

C E

E F

E R

E N

C E

E F

E R

E N

C E

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

E R

E N

C E

1 2 d a te u se r$ c a d d f il e n a m e ti m e$

3 4 5

D ra w n b y

S y m b o l

M C

A L

L E

T X

C H

S E

C T

G R

A N

D E

V A

L L

E Y

S E

C T

O R

B U

R E

N O

V A

A L

L E

N C

E N

T R

A L

P R

O C

E S

G C

E N

T E

F Y

P N

F O

R T

W O

R T

T E

X A

C O

R P

S O

F E

N G

R M

Y E

N G

E R

T R

B R

A N

T E

N S

E N

B R

A N

T E

N S

E N

N N

E R

N N

E R

H Y

CO CO

SSMH

TPED

LIGHT POLE

TRAFFIC SIGN

TWO-WAY CLEANOUT

SANITARY SEWER

WATER VALVE

WATER METER

TELEPHONE PEDESTAL

SERVICE LINE

NATURAL GAS MAIN AND

NEW CONCRETE

SIDEWALK

AREA

CONTRACTOR STAGING

SANITARY SEWER MANHOLE

DOMESTIC WATER SERVICE

CURB & GUTTER

SANITARY SEWER SERVICE

STORM DRAIN MAINLINE

POWER POLE

FIRE HYDRANT

EASEMENT BOUNDARY

PROPERTY LINE

LEGEND

NEWEXISTING

MINOR CONTOURS

MAJOR CONTOURS

CONSTRUCTION LIMITS

PAVEMENT

DEMOLISH STRUCTURE /

NEW ASPHALT PAVEMENT

CLEAR AND GRUB AREA

FENCE

TELECOM PEDESTAL

UG TELECOM MKR

TELECOM PEDESTAL

TELECOM PEDESTALTELECOM PEDESTAL

ANTENNA

COMMUNICATIONS

AC AC AC

A C

155715581559

POWERPOLE 473

ELECTRICAL PULLBOX

SWITCHBOX(3)

TRANSFORMER

ELECTRICAL

SWITCHBOX

PULLBOX

ELECTRICAL

GATE OPERATOR

4" CONDUIT(5)

GATE KEYPAD

LIGHTPOLE 514

LIGHTPOLE 538

LIGHTPOLE 1133

LIGHTPOLE 1321

LIGHTPOLE 2400

SWITCHBOX

POWERPOLE

ASPHALT

GRASS

CONCRETE

ASPHALT

GRASS

GATE

AUTOMATIC

GATE

AUTOMATIC

GATE

AUTOMATIC

FF=10

0.83

FF=10

0.66

18" PALM TREE

15" PALM TREE

TREE 10" MESQUITE

TREE 18" MESQUITE

15" PALM TREES(4)

TREE 18" MESQUITE TREE 18" MESQUITE

TREE

18" PALM

RAMP

CONCRETE

RAMPCONCRETE

HANDRAIL

SHED

10' HEIGHT"NO PARKING"

6' WOOD POST1-800

-292-7

596Vtx COMMUNICATIONS

MKRUNDERGRNDATT

MKRTELE-CABLEUNDERGROUND

8.5' H

EIGHT"NO PARKING"

6' HEIGHTEVALUATION POINTTITAN PLASTIC

FF=10

0.83

FF=10

0.91

FF=10

0.88

FF=10

0.90

FF=10

0.83

FF=10

0.76GARAGE DOOR

FF=10

0.68GARAGE DOOR

FF=10

0.73GARAGE DOOR

FF=10

0.79GARAGE DOOR

FF=10

0.87GARAGE DOOR

FF=10

0.63GARAGE DOOR

FF=10

0.88

7' HEIGHTPARKING SIG

NONLY

HANDICAP

7' HEIGHTPARKING SIG

NONLY

HANDICAP

TREE

PINE

15"

TREE

15" OAK

TREE

12" OAK

TREE

18" OAK

TREE 4" HUISACHE

TREE

PALM

TREE

PALM

FND 1/2"

TxDOT MON.FND CONC

W/CAPFND 1/2"

TxDOT MON.FND CONC

FND 1/2"

FND 5/8"

1-STORY STUCCOBUILDING #5

3700 W

. URSULA AVE.

W. URSULA AVENUE

S W

A R

E R

O A

F .M

Y A

R D

M E

C H

A N

A L

C A

N O

P Y

STUCCO

1-STORYBUILDING #4

ADMIN

GATE

DRIVEWAYCONCRETE

7' HEIGHT

MKRUNDERGRNDSWBT

FFE 10

0.70'SHEET METAL1-STORY55K BUILDING

FFE 10

0.70'

CONCRETE

1-STORY22K BUILDING

CONC. PAD

TRANS. ON

E X

B O

X E

'x C

O N

N E

BOXES

8'x

' C

ONNEX

BOXES

8'x40' C

ONNEX

W W W

TOP=100.47

SANITARY C/O-542

TOP=98.64

GAS VALVE-2104

TC=98.14

STORM INLET

FL=97.87

6" PVC

6" SS6" SS

4" S

S S

12" SS12" SS

(FIELD VERIFY)

INV EL. 97.45

FIELD MEASURED

TOP=98.23

WATERVALVE-844

TOP=100.64

WATERVALVE-1799

TOP=98.25

WATERVALVE-846

TOP=98.83

WATERVALVE-973

TOP=97.96

WATERVALVE-728

TOP=98.85

WATERVALVE-277

TOP=98.56

WATERVALVE-257

TOP=98.76

WATERVALVE-253

TOP=98.34

WATERVALVE-397TOP=98.80

WATER METER-356

TOP=99.20

WATER METER-256

TOP=98.86

WATER METER-258

FIRE HYDRANT-251

FIRE HYDRANT-974

TOP=100.67

SANITARY C/O-2439

TOP=98.16

WATERVALVE-848

FL 12" (E&W)=89.70

FL 6" PVC (S)=90.72

FL 6" PVC (N)=90.12

TOP=99.02

SANITARY MH-2622

FL 12" (E&W)=88.93

FL 6" PVC (S)=89.33

FL 6" PVC (N)=89.33

TOP=98.63

SANITARY MH-254

FL 12" (E&W)=87.40

FL 15" (N&S)=87.40

TOP=98.00

SANITARY MH-2503

TC=97.70

STORM INLET

TC=98.47

STORM INLET

FL=94.73

TOP=96.69

GRATE INLET

FL 21" PVC (NW)=86.94

FL 15" PVC (N)=86.94

FL 12" PVC (N)=88.64

FL 4" PVC (E)=92.94

TOP=98.34

SANITARY MH-2623

FL=98.01

6" PVC

CO CO

TOP=97.96

WATERVALVE-845

FL=93.52

TOP=96.23

GRATE INLET

TOP RIM=98.56

W/MANHOLE

STORM INLET

(FIELD VERIFY)

INV. EL. 95.66

TOP EL. 99.94

EXIST CLEANOUT

(FIELD VERIFY)

INV. EL. 94.30

TOP EL. 99.82

EXIST CLEANOUT

ELEV=97.76

E=1059

517.69N=1658 4168.2

4CONTROL POINT 4

98 98

ELEV=98.75

E=1059

926.95N=1658 4105.2

8CONTROL POINT 3

98.8

ELEV=98.90

E=1059

843.58N=1658 3497.9

5CONTROL POINT 2

98 98

ELEV=99.09

E=1059

398.18N=1658 3567.4

6CONTROL POINT 1

100100

SEQUENCE

SHEET

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

c a d d f il e n a m e d a te

C o n tr a c t

N u m b e r:

S o li c it a ti o n

N u m b e n a m e

R ev

R e v ie w e d b y

D e si g n e d b y

S u b m it te d b y

D at e:

P lo t sc a le

P lo t d a te

Fort Worth District of Engineers

US Army Corps

A ct io n

T ra c k in g

N u m b e r

D at e D es cr ip ti o n

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1 2 d a te u se r$ c a d d f il e n a m e ti m e$

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SHALL MATCH THE EXISTING EXTERIOR WALL COLORS.

OR COVERED BY THE DEMOLISHED BUILDINGS. COLORS

OF THE REMAINING BUILDING THAT WERE PATCHED

CONTRACTOR SHALL PAINT THE PORTIONS OF WALLS4.

PATCHED AREAS SHALL BE SMOOTH AND PAINTABLE.

AND IN THE CONCRETE SLABS WITH NON-SHRINK GROUT.

OR CONCRETE WALLS OF THE REMAINING 22K BUILDING

CONTRACTOR SHALL PATCH ALL HOLES IN THE CMU 3.

METAL BUILDING.

BE PATCHED AND PAINTED TO MATCH THE EXISTING

THE PENETRATION AREA INTO THE 55K BUILDING SHALL

PIPES AND METAL SUPPORTS SHALL BE DEMOLISHED.

DEMOLISHED TO THE METAL 55K BUILDING. THESE

PVC PIPING CONNECTING THE BUILDING TO BE

DEMOLISHED (WEST SIDE OF THE 22K), THERE IS EXISTING

FOR THE SMALL BUILDING THAT IS SHOWN TO BE3.

SLAB.

PROTRUDING THROUGH THE WALLS AND FLOOR

CONTRACTOR SHALL DEMOLISH ALL ITEMS 2.

UNITS, AND ABOVE GROUND PIPING AND CONDUITS.

LIMITED TO THE WALLS, ROOF, ELECTRICAL, HVAC

MATERIALS ABOVE THE SLAB INCLUDING BUT NOT

THE 22K BUILDING INCLUDES DEMOLITION OF ALL

DEMOLITION OF THE BUILDINGS ATTACHED TO1.

BUILDING DEMOLITION NOTES:

GENERAL NOTES:

THE MONITOR ROOM OR CONTROL AUTHORITY DESIGNATED BY CBP DURING CONSTRUCTION.

ALL PERIMETER GATES SHALL HAVE AT LEAST MICROPHONE COMMUNICATION AT ALL TIMES WITH 12.

AT ALL TIMES.

SALVAGED. COR SHALL COORDINATE ACITIVITIES IN ORDER TO MAINTAIN PERIMETER INTEGRITY

PERIMETER FENCE SHALL BE INSTALLED PRIOR TO REMOVAL OF EXISTING FABRIC TO BE

GATES SHALL BE ACCOMPLISHED PRIOR TO REMOVAL OF EXISTING FABRIC OR FIXTURES. NORTH

PERIMETER SECURITY SHALL BE MAINTAINED AT ALL TIMES AND ALL NEW WORK ON FENCING AND 11.

WORKING AREA. COORDINATE THESE EFFORTS WITH THE COR. SEE NOTE 4.

TO THE ADMIN BUILDING. TEMPORARILY RELOCATE THE TEMPORARY FENCE TO BY PASS

DEMOLISH PORTION OF SIDEWALK, MINIMIZE DURATION OF INTERRUPTION OF SIDEWALK ACCESS 10.

N 16584099.15, E 1059687.77

SAW CUT AND DEMOLISH EXISTING CURB, SEE NOTE 2. 9.

SAW CUT AND DEMOLISH EXISTING CURB, SEE NOTE 2.8.

7-DAYS PRIOR TO INTERRUPTION OF SERVICE OR ACCESS.

OF SERVICE TO ANY OF THESE AREAS SHALL BE COORDINATED WITH THE COR A MINIMUM OF

CONSTRUCTION LIMITS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. ANY INTERUPTION

ACCESS TO ALL EXISTING GATES AND ASSOCIATED GATE CONTROLLERS NOT SHOWN WITHIN THE 7.

EXISTING CONTROL JOINT, EXTEND REMOVAL OF THE CONCRETE TO THAT CONTROL JOINT.

FOR CONCRETE PAVEMENT DEMOLITION, IF REMOVAL LIMITS SHOWN ARE WITH 3-FEET OF AN 6.

IN ACCORDANCE WITH SECTION 2.2.3 OF SPECIFICATION SECTION 01 50 00.

MAINTAINED. COORDINATE INTERRUPTED ACCESS WITH THE COR. FENCING SHALL BE CHAINLINE

ZONES. ACCESS FROM EXISTING 22K BUILDING TO EXISTING ADMIN BUILDING MUST BE

PROVIDE TEMPORARY CONSTRUCTION FENCING TO KEEP PEDESTRIANS OUT OF CONSTRUCTION 5.

CUT AT EACH JOINT PRIOR TO REMOVAL.

ALL SIDEWALK DEMOLITION SHALL BE EXTENDED TO THE NEAREST CONTROL JOINT. NEATLY SAW 4.

EXISTING FENCING SHALL BE PROTECTED DURING ALL CONSTRUCTION ACTIVITIES.3.

THE EXISTING PAVEMENT SECTION.

NEATLY SAW CUT TO THE FULL DEPTH WITH UNIFORM AND STRAIGHT EDGES AND REPLACED WITH

ALL CONCRETE AND ASPHALT REQUIRED TO BE REMOVED FOR UTILITY CONSTRUCTION SHALL BE 2.

VERTICAL LOCATIONS PRIOR TO COMMENCING CONSTRUCTION OR CONNECTING UTILITIES.

CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND FIELD VERIFY BOTH HORIZONTAL AND

THE LOCATION OF ALL EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE. THE 1.

ELEVATIONS.

SEE SHEET CG101 FOR STORM DRAIN COORDINATES AND GRATE AND INVERT 15.

ELEVATION PRIOR TO COMMENCING CONSTRUCTION.

INVERT ELEVATION WAS FIELD MEASURED, CONTRACTOR SHALL VERIFY INVERT 14.

GRADE BEAM.

NOTIFY THE COR IF THE SEWER SERVICE PIPE INTERSECTS THE PERIMETER

PRIOR TO INSTALLATION OF SEWER SERVICE PIPING. CONTRACTOR SHALL

PERIMETER GRADE BEAM CONTRACTOR SHALL VERIFY DEPTH OF EXISTING13.

BORNE BY THE CONTRACTOR.

COMPLETE THE PROJECT. COSTS ASSOCIATED WITH THE PERMITS SHALL BE

CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED TO 12.

MECHANICAL COMPACTION IS REQUIRED.

NO WATER JETTING OF UTILITIES TRENCHES IS ALLOWED ON THIS PROJECT, 11.

PRIOR TO COMMENCING WORK ON UTILITIES.

CONTRACTOR SHALL NOTIFY THE CITY OF MCALLEN A MINIMUM OF 48 HOURS 10.

BUILDINGS.

AND APPURTENANCES EXISTING WITHIN 5-FEET OF THE EXTERIOR WALL OF THE

REFERENCE THE PLUMBING PLANS FOR ALL WATER AND SEWER SERVICE LINES 9.

AND INVERT ELEVATIONS.

REFERENCE THE PLUMBING PLANS FOR ALL SERVICE CONNECTION LOCATIONS 8.

TOP OF THE PIPE.

ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 3-FEET, MEASURED TO THE 7.

SANITARY SEWER PIPELINES.

VERTICAL CLEARANCE BETWEEN ANY DOMESTIC WATER LINE AND STORM OR

THE CONTRACTOR SHALL MAINTAIN A 10-FOOT HORIZONTAL AND 1.5-FOOT 6.

DETAILS.

SEE SHEETS C-501, C-502, C-504, C-506, AND C-508 FOR UTILITY CONSTRUCTION 5.

MCALLEN STANDARD SPECIFICATIONS AND CONSTRUCTION METHODS.

ALL WATER AND SEWER UTILITY CONSTRUCTION SHALL BE IAW THE CITY OF 4.

PRIOR TO COMMENCING CONSTRUCTION OR CONNECTING UTILITIES.

CONTRACTOR SHALL FIELD VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS 3.

LOCAL UTILITY LOCATING SERVICE PRIOR TO EXCAVATION.

THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND CONTACT THE 2.

SERVICE PRIOR TO COMMENCING ANY EARTHWORK ACTIVITIES.

CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE UTILITY LOCATING

THE LOCATION OF ALL EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE. 1.

CO CO

SSMH

TPED

LIGHT POLE

TRAFFIC SIGN

TWO-WAY CLEANOUT

SANITARY SEWER

WATER VALVE

WATER METER

TELEPHONE PEDESTAL

SERVICE LINE

NATURAL GAS MAIN AND

NEW CONCRETE

SIDEWALK

AREA

CONTRACTOR STAGING

SANITARY SEWER MANHOLE

DOMESTIC WATER SERVICE

CURB & GUTTER

SANITARY SEWER SERVICE

STORM DRAIN MAINLINE

POWER POLE

FIRE HYDRANT

EASEMENT BOUNDARY

PROPERTY LINE

LEGEND

NEWEXISTING

MINOR CONTOURS

MAJOR CONTOURS

CONSTRUCTION LIMITS

PAVEMENT

DEMOLISH STRUCTURE /

NEW ASPHALT PAVEMENT

CLEAR AND GRUB AREA

FENCE

C O

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GENERATOR

CONTAINERS

EXIST. STORAGE

TELECOM PEDESTAL

155715581559

W W W

TC=98.14

STORM INLET

TC=97.70

STORM INLET

TC=98.47

STORM INLET

FL=94.73

TOP=96.69

GRATE INLET

CO CO

FL=93.52

TOP=96.23

GRATE INLET

TOP RIM=98.56

W/MANHOLE

STORM INLET

ASPHALT

GRASS

CONCRETE

ASPHALT

GRASS

GATE

AUTOMATIC

GATE

AUTOMATIC

GATE

AUTOMATIC

FF=10

0.83

FF=10

0.66

18" PALM TREE

15" PALM TREE

TREE 10" MESQUITE

TREE 18" MESQUITE

15" PALM TREES(4)

TREE 18" MESQUITE TREE 18" MESQUITE

TREE

18" PALM

RAMP

CONCRETE

RAMPCONCRETE

HANDRAIL

SHED

10' HEIGHT"NO PARKING"

6' WOOD POST1-800

-292-7

596Vtx COMMUNICATIONS

MKRUNDERGRNDATT

MKRTELE-CABLEUNDERGROUND

8.5' H

EIGHT"NO PARKING"

6' HEIGHTEVALUATION POINTTITAN PLASTIC

FF=10

0.83

FF=10

0.91

FF=10

0.88

FF=10

0.90

FF=10

0.83

FF=10

0.76GARAGE DOOR

FF=10

0.68GARAGE DOOR

FF=10

0.73GARAGE DOOR

FF=10

0.79GARAGE DOOR

FF=10

0.87GARAGE DOOR

FF=10

0.63GARAGE DOOR

FF=10

0.88

7' HEIGHTPARKING SIG

NONLY

HANDICAP

7' HEIGHTPARKING SIG

NONLY

HANDICAP

TREE

PINE

15"

TREE

15" OAK

TREE

12" OAK

TREE

18" OAK

TREE 4" HUISACHE

TREE

PALM

TREE

PALM

FND 1/2"

TxDOT MON.FND CONC

W/CAPFND 1/2"

TxDOT MON.FND CONC

FND 1/2"

FND 5/8"

1-STORY STUCCOBUILDING #5

3700 W

. URSULA AVE.

W. URSULA AVENUE

S W

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STUCCO

1-STORYBUILDING #4

ADMIN

GATE

DRIVEWAYCONCRETE

7' HEIGHT

MKRUNDERGRNDSWBT

FFE 10

0.70'SHEET METAL1-STORY55K BUILDING

FFE 10

0.70'

CONCRETE

1-STORY22K BUILDING

CONC. PAD

TRANS. ON

E X

CONST. LIMIT PHASE 2A

C O

N S

T L

H A

S E

B O

X E

'x C

O N

N E

BOXES

8'x

' C

ONNEX

BOXES

8'x40' C

ONNEX

CD101

SCALE 1" = 30'

60'0 30'

CURB, SEE GENERAL NOTES

13 L.F. OF CONCRETE

DEMOLISH APPROX.

SEE GENERAL NOTES

CONCRETE CURB

DEMOLISH 8-FEET OF

TO RETAINING WALL

DEMOLISH EXISTING PIPING

THIS SHEET

SEE NOTE 5,

15-FEET OF HANDRAIL

DEMOLISH APPROX.

APPROX. 7 L.F.

DEMOLISH CURB & GUTTER

SEE GENERAL NOTES

CONCRETE CURB

DEMOLISH 6-FEET OF

E 1059520.77

N 16584201.37

CONST. LIMITS

E 1059870.54

N 16584149.29

CONST. LIMITS

E 1059912.84

N 16584092.34

CONST. LIMITS

E 1059781.64

N 16584051.06

E 1059903.50

N 16584035.56

CENTERLINE

SEE GENERAL NOTES

CONCRETE CURB

74-FEET OF

DEMOLISH APPROX.

SEE NOTES

SIDEWALK, APPROX. 40 S.F.

4" THICK CONCRETE

DEMOLISH 8-FEET OF

E 1059640.27

N 16583852.43

CONST. LIMITS

E 1059816.58

N 16583849.73

E 1059805.85

N 16583779.04

AND CONST. LIMITS

EXISTING FENCE

AND CONST. LIMITS

EXISTING FENCE

E 1059804.18

N 16583740.74

CONST. LIMITS

E 1059791.18

N 16583650.38

CONST. LIMITS

E 1059835.27

N 16583643.33

CONST. LIMITS

E 1059432.04

N 16583583.82

E 1059444.58

N 16583616.18

CONST. LIMITS

E 1059433.56

N 16583617.83

CONST. LIMITS

E 1059504.85

N 16583872.71

CONST. LIMITS

E 1059498.92

N 16583832.94

CONST. LIMITS

E 1059477.73

N 16583836.10

CONST. LIMITS

E 1059521.91

N 16584197.45

CLEAR & GRUB LIMITS

E 1059855.76

N 16584147.68

CLEAR & GRUB LIMITS

(EXISTING FENCE CORNER)

OF SALVAGED FABRIC AND SCREENING

CS101 FOR REINSTALLATION LOCATION

DEMOLISH FENCE POSTS, SEE SHEET

FENCE FABRIC AND SCREENING

BEGIN REMOVE AND SALVAGE EXISTING

E 1059641.27

N 16583858.99

CONST. LIMITS

E 1059826.32

N 16584061.53

E 1059661.1

NOTES THIS SHEET

PAVEMENT, SEE GENERAL

DEMOLISH CONCRETE

GENERAL NOTES

PAVEMENT, SEE

DEMOLISH CONCRETE

GENERAL NOTES

PAVEMENT, SEE

DEMOLISH ASPHALT

GENERAL NOTES

PAVEMENT, SEE

DEMOLISH CONCRETE

PAD SEE NOTE 1

DEMOLISH CONCRETE

E 1059821.05

N 16584026.63

CENTERLINE

E 1059800.63

N 16583887.12

E 1059799.76

N 16583881.18

SEE NOTE 10

SEE NOTE 4

OF CONCRETE SIDEWALK

DEMOLISH APPROX.36 S.F.

SEE GENERAL NOTES

DEMOLISH CONCRETE PAVEMENT,

D E

M O

P L

A N

TREES (2)

EXISTING

DEMOLISH

E 1059773.4

N 16584103.2

SEE NOTE 8

N 16584086.4

SEE NOTE 9

FENCE CORNER)

& SALVAGE (EXISTING

END FENCE REMOVAL

(TYP. 8 PLACES)

PVC DRAINLINES

OF EXISTING 10"

REMOVE AND DISPOSE

E 1059499.310

N 16583840.27

GRUB LIMITS

CLEAR &

GRUB LIMITS

AND CLEAR &

FENCELINE

EXISTING

LINE IN PLACE

EXISTING DRAIN

ABANDON

INSTALL

FENCE FOR GATE

EXISTING

DEMOLISH 12' OF

HATCHED AREA

CLEAR AND GRUB

CLEANOUT

SIDE OF

DOWNSTREAM

WITH GROUT AT

AND FILL PIPE

SERVICE LINE

ABANDON SEWER

ELEV=97.76

E=1059

517.69N=1658 4168.2

4CONTROL POINT 4

ELEV=98.75

E=1059

926.95N=1658 4105.2

8CONTROL POINT 3

98.8

ELEV=98.90

E=1059

843.58N=1658 3497.9

5CONTROL POINT 2

ELEV=99.09

E=1059

398.18N=1658 3567.4

6CONTROL POINT 1

N 16584194.49

FENCE CORNER

E 1059521.42

105'

CS101

LIMITS

CONSTRUCTION

STAGING AREA

CONTRACTOR

STAGING AREA

CONTRACTOR

LIMITS

CONSTRUCTION

SEE GENERAL NOTES

SEE DETAIL E/C-502

ASPHALT PATCH,

PROVIDE APPROX. 145 S.F.

MATCH EXISTING

DETAIL SHEET C-503

CURB AND GUTTER, SEE

6 L.F. OF CONCRETE

PROVIDE APPROX.

MATCH EXISTING

DETAIL SHEET C-503

CURB AND GUTTER, SEE

13 L.F. OF CONCRETE

PROVIDE APPROX.

SEE NOTE 6

FOR GENERATOR,

11'x20' CONCRETE SLAB

SEE DETAIL F/C-502

CONCRETE PAVEMENT,

PROVIDE APPROX. 42 S.F.

SEE GENERAL NOTES

SEE DETAIL E/C-502

ASPHALT PATCH,

PROVIDE APPROX. 338 S.F.

MATCH EXISTING

APPROX. 7 L.F.

NEW CURB AND GUTTER

SEE DETAIL A/C-503

APPROX. 40 S.F.

NEW CONCRETE SIDEWALK

60'0 30'

SCALE 1" = 30'

N 16584085.09

FENCE CORNER

N 16584142.64

FENCE CORNER

E 1059869.21

E 1059912.00

SEE SHEET CP101

NEW PAVEMENT,

N 16583875.74

COR CONCRETE

N 16583861.86

COR CONCRETE

E 1059774.82

E 1059792.95

FENCE, SEE SHEET CD101

TEMPORARY CONSTRUCTION

EXISTING.

PROP. FENCE, MATCH

OF SALVAGED AND

BEGIN INSTALLATION

EXISTING FENCE CORNER

LIMITS

CONSTRUCTION

SEE NOTE 10

E 1059813.27

E 1059811.79

AT BUILDING CORNER

CONSTRUCTION FENCE

TERMINATE TEMPORARY

ON SHEET BS-004 AND SEE NOTE 6

SEE STRUCTURAL DETAILS

7' x 12' CONCRETE PAD, N 16584123.12

CORNER SIDEWALK

E 1059526.56

N 16583993.49

CORNER SIDEWALK

E 1059507.37

N 16583907.96

CORNER SIDEWALK

E 1059494.71

N 16583891.92

CORNER SIDEWALK

E 1059492.34

E P

L A

CP101

SEE SHEET

NEW PAVEMENT,

ENTRY DOOR

ON NORTH SIDE OF

CONSTRUCTION FENCE

TERMINATE TEMPORARY

AT BUILDING

FENCE

CONSTRUCTION

TEMPORARY

TERMINATE

MATCH EXISTING

CURB AND GUTTER

END OF FENCE RELOCATION

EXISTING FENCE CORNER

DETAIL B/C-507

RETAINING WALL SEE

STRUCTURAL

4.5' CONCRETE

HANDRAIL SEE DETAIL C/C-507

SEE NOTE 10

E 1059660.11

N 16584103.31

TOP OF WALL

2' GUTTER SEE DETAIL B/C-507

N 16584081.68

TOP OF WALL

N 16584080.61

CURB

PROPOSED

END

NOTE 11

SEE

E 1059827.49

N 16584112.38

E 1059824.23

N 16584107.35

BA-106)

CANOPY (SEE

LOCKER W/

FIREARMS

PROPOSED

DETAIL A/C-511

PROPOSED FENCE SEE

EXISTING FENCE

20'25.1'

NUMBER

SEQUENCE

SHEET

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c a d d f il e n a m e d a te

C o n tr a c t

N u m b e r:

S o li c it a ti o n

N u m b e n a m e

R ev

R e v ie w e d b y

D e si g n e d b y

S u b m it te d b y

D at e:

P lo t sc a le

P lo t d a te

Fort Worth District of Engineers

US Army Corps

A ct io n

T ra c k in g

N u m b e r

D at e D es cr ip ti o n

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GENERAL NOTES:

DETAILS D/C-509 AND E/C-509.

THE VALLEY GUTTER. BEGIN TERMINATION OF CURB 3-FEET PRIOR TO DISCHARGE END, SEE

WAS REMOVED. SEE SHEET CG101 FOR COORDINATES TO LOCATE THE DOWNSTREAM END OF

MATCH TOP BACK OF CURB ON BOTH SIDES WHERE THE ORIGINAL CONCRETE VALLEY GUTTER 11.

INDICATED ON SHEET CD101.

ADJUSTMENT TOWARD THE BUILDING AFTER THE CURB SECTION HAS BEEN REMOVED AS

COORDINATES SHOWN ARE APPROXIMATE. THE END OF THE WALL MAY REQUIRE A SLIGHT 10.

SEE SHEET CD101 FOR COORDINATES TO LOCATE CONSTRUCTION LIMITS.9.

DAYS PRIOR TO INTERUPTION OF SERVICE OR ACCESS.

OF SERVICE TO ANY OF THESE AREAS SHALL BE COORDINATED WITH THE COR A MINIMUM OF 7-

CONSTRUCTION LIMITS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. ANY INTERUPTION

ACCESS TO ALL EXISTING GATES AND ASSOCIATED GATE CONTROLLERS NOT SHOWN WITHIN THE 8.

NEW CURB AND GUTTER SHALL MATCH EXISTING CURB AND GUTTER THAT IS REMOVED.7.

ALL DISTURBED AREAS.

ELEVATE THE CONCRETE PAD A MINIMUM OF 6" ABOVE ADJACENT GRADE. RE-ESTABLISH TURF IN 6.

OTHERWISE NOTED.

ALL DIMENSIONS SHOWN FROM THE CURB ARE MEASURED FROM THE TOP BACK OF CURB UNLESS 5.

MEASURES SHALL BE PROVIDED BY THE CONTRACTOR.

ADDITIONAL SECURITY IS REQUIRED FOR THE STAGING AREA. ALL ADDITIONAL SECURITY

LOCATED WITHIN THE ON-SITE SECURITY FENCE. THE CONTRACTOR SHALL DETERMINE IF

ORIGINAL OR BETTER CONDITION UPON COMPLETION OF CONSTRUCTION. THE STAGING AREA IS

SHOWN SHALL BE COORDINATED WITH THE COR. FINAL STAGING AREA SHALL BE RESTORED TO

CONTRACTOR STAGING AREA IS SHOWN ON THE PLAN. ALTERATIONS TO THE LOCATION OR AREA 4.

CURB PAINTING THAT IS REMOVED OR DAMAGED.

IN LOCATIONS WHERE CURB REPLACEMENT IS REQUIRED, THE CONTRACTOR SHALL RESTORE ALL 3.

PAVEMENT STRIPING THAT IS REMOVED OR DAMAGED.

IN AREAS THAT ARE SHOWN TO HAVE NEW PAVEMENT, CONTRACTOR SHALL RESTORE ALL 2.

EARTHWORK ACTIVITIES.

RESPONSIBLE FOR CONTACTING THE UTILITY LOCATING SERVICE PRIOR TO COMMENCING ANY

THE LOCATION OF ALL EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE. CONTRACTOR IS 1.

ELEVATIONS.

SEE SHEET CG101 FOR STORM DRAIN COORDINATES AND GRATE AND INVERT 15.

ELEVATION PRIOR TO COMMENCING CONSTRUCTION.

INVERT ELEVATION WAS FIELD MEASURED, CONTRACTOR SHALL VERIFY INVERT 14.

GRADE BEAM.

NOTIFY THE COR IF THE SEWER SERVICE PIPE INTERSECTS THE PERIMETER

PRIOR TO INSTALLATION OF SEWER SERVICE PIPING. CONTRACTOR SHALL

PERIMETER GRADE BEAM CONTRACTOR SHALL VERIFY DEPTH OF EXISTING13.

BORNE BY THE CONTRACTOR.

COMPLETE THE PROJECT. COSTS ASSOCIATED WITH THE PERMITS SHALL BE

CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED TO 12.

MECHANICAL COMPACTION IS REQUIRED.

NO WATER JETTING OF UTILITIES TRENCHES IS ALLOWED ON THIS PROJECT, 11.

PRIOR TO COMMENCING WORK ON UTILITIES.

CONTRACTOR SHALL NOTIFY THE CITY OF MCALLEN A MINIMUM OF 48 HOURS 10.

BUILDINGS.

AND APPURTENANCES EXISTING WITHIN 5-FEET OF THE EXTERIOR WALL OF THE

REFERENCE THE PLUMBING PLANS FOR ALL WATER AND SEWER SERVICE LINES 9.

AND INVERT ELEVATIONS.

REFERENCE THE PLUMBING PLANS FOR ALL SERVICE CONNECTION LOCATIONS 8.

TOP OF THE PIPE.

ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 3-FEET, MEASURED TO THE 7.

SANITARY SEWER PIPELINES.

VERTICAL CLEARANCE BETWEEN ANY DOMESTIC WATER LINE AND STORM OR

THE CONTRACTOR SHALL MAINTAIN A 10-FOOT HORIZONTAL AND 1.5-FOOT 6.

DETAILS.

SEE SHEETS C-501, C-502, C-504, C-506, AND C-508 FOR UTILITY CONSTRUCTION 5.

MCALLEN STANDARD SPECIFICATIONS AND CONSTRUCTION METHODS.

ALL WATER AND SEWER UTILITY CONSTRUCTION SHALL BE IAW THE CITY OF 4.

PRIOR TO COMMENCING CONSTRUCTION OR CONNECTING UTILITIES.

CONTRACTOR SHALL FIELD VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS 3.

LOCAL UTILITY LOCATING SERVICE PRIOR TO EXCAVATION.

THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND CONTACT THE 2.

SERVICE PRIOR TO COMMENCING ANY EARTHWORK ACTIVITIES.

CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE UTILITY LOCATING

THE LOCATION OF ALL EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE. 1.

CO CO

SSMH

TPED

LIGHT POLE

TRAFFIC SIGN

TWO-WAY CLEANOUT

SANITARY SEWER

WATER VALVE

WATER METER

TELEPHONE PEDESTAL

SERVICE LINE

NATURAL GAS MAIN AND

NEW CONCRETE

SIDEWALK

AREA

CONTRACTOR STAGING

SANITARY SEWER MANHOLE

DOMESTIC WATER SERVICE

CURB & GUTTER

SANITARY SEWER SERVICE

STORM DRAIN MAINLINE

POWER POLE

FIRE HYDRANT

EASEMENT BOUNDARY

PROPERTY LINE

LEGEND

NEWEXISTING

MINOR CONTOURS

MAJOR CONTOURS

CONSTRUCTION LIMITS

PAVEMENT

DEMOLISH STRUCTURE /

NEW ASPHALT PAVEMENT

FENCE

ASPHALT

GRASS

CONCRETE

ASPHALT

GRASS

GATE

AUTOMATIC

GATE

AUTOMATIC

GATE

AUTOMATIC

FF=10

0.83

FF=10

0.66

18" PALM TREE

15" PALM TREE

TREE 10" MESQUITE

TREE 18" MESQUITE

15" PALM TREES(4)

TREE 18" MESQUITE TREE 18" MESQUITE

TREE

18" PALM

RAMP

CONCRETE

RAMPCONCRETE

HANDRAIL

SHED

10' HEIGHT"NO PARKING"

6' WOOD POST1-800

-292-7

596Vtx COMMUNICATIONS

MKRUNDERGRNDATT

MKRTELE-CABLEUNDERGROUND

8.5' H

EIGHT"NO PARKING"

6' HEIGHTEVALUATION POINTTITAN PLASTIC

FF=10

0.83

FF=10

0.91

FF=10

0.88

FF=10

0.90

FF=10

0.83

FF=10

0.76GARAGE DOOR

FF=10

0.68GARAGE DOOR

FF=10

0.73GARAGE DOOR

FF=10

0.79GARAGE DOOR

FF=10

0.87GARAGE DOOR

FF=10

0.63GARAGE DOOR

FF=10

0.88

7' HEIGHTPARKING SIG

NONLY

HANDICAP

7' HEIGHTPARKING SIG

NONLY

HANDICAP

TREE

PINE

15"

TREE

15" OAK

TREE

12" OAK

TREE

18" OAK

TREE 4" HUISACHE

TREE

PALM

TREE

PALM

FND 1/2"

TxDOT MON.FND CONC

W/CAPFND 1/2"

TxDOT MON.FND CONC

FND 1/2"

FND 5/8"

1-STORY STUCCOBUILDING #5

3700 W

. URSULA AVE.

W. URSULA AVENUE

S W

A R

E R

O A

F .M

Y A

R D

M E

C H

A N

A L

C A

N O

P Y

STUCCO

1-STORYBUILDING #4

ADMIN

GATE

DRIVEWAYCONCRETE

7' HEIGHT

MKRUNDERGRNDSWBT

FFE 10

0.70'SHEET METAL1-STORY55K BUILDING

FFE 10

0.70'

CONCRETE

1-STORY22K BUILDING

CONC. PAD

TRANS. ON

E X

CONST. LIMIT PHASE 2A

C O

N S

T L

H A

S E

B O

X E

'x C

O N

N E

BOXES

8'x

' C

ONNEX

BOXES

8'x40' C

ONNEX

YARD

MECH.

ELEV=97.76

E=1059

517.69N=1658 4168.2

4CONTROL POINT 4

ELEV=98.75

E=1059

926.95N=1658 4105.2

8CONTROL POINT 3

98.8

ELEV=98.90

E=1059

843.58N=1658 3497.9

5CONTROL POINT 2

SEE DETAIL B/C-511

WITH MAGNETIC LOCK

PERSONNEL GATES (3 @ 4')

PROPOSED

ELEV=99.09

E=1059

398.18N=1658 3567.4

100 1

0+00

1+00

2+00

0+00.00

PI0+05.00

1+07.03

2+06.89

2+ 93.56

P I

CG101

60'0 30'

MAJOR 5'

MINOR 1'

CONTOUR INTERVALS

SCALE 1" = 30'

SEE NOTE 1

CURB

MATCH EXIST.

CURB

MATCH EXIST.

COORDINATE EFFORTS WITH COR

DOWNSPOUT TO THE NORTH

BUILDING FOR 5-FEET RE-DIRECT EXISTING

AT A MINIMUM OF 2% AWAY FROM THE

FILL IN ERODED AREA, COMPACT AND SLOPE

SEE DETAIL D/C-508

TO NEW STORM DRAIN (4 PLACES)

CONNECT EXISTING DOWNSPOUT

SEE DETAIL D/C-508

TO NEW STORM DRAIN (4 PLACES)

CONNECT EXISTING DOWNSPOUT

G R

A D

A N

D S

T O

R M

D R

A G

E P

L A

ALL NEW SIDEWALKS SHALL SLOPE 2% AWAY FROM THE BUILDING.9.

SEE DETAIL B/C-508 FOR GRATE INLET DETAILS.8.

SEE DETAIL A/C-508 FOR SURFACE INLET DETAILS.7.

ACCORDANCE WITH SPECIFICATION SECTION 32 92 19.

RE-ESTABLISH VEGETATION IN ALL DISTURBED AREAS IN 6.

SEE SHEETS C-504 THRU C-509 FOR STORM DRAIN DETAILS.5.

DETENTION AREA.

SEE SHEETS C-301 AND C-302 FOR CROSS SECTIONS OF THE 4.

AREA.

SEE SHEET C-201 FOR PROFILE OF STORM DRAIN AND DETENTION 3.

PLAN.

SEE SHEET CG102 FOR EROSION PERMANENT EROSION CONTROL 2.

INFORMATION.

SEE SHEET CU101 FOR STORM DRAIN AND OTHER UTILITY 1.

NOTES:

NUMBER

SEQUENCE

SHEET

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

c a d d f il e n a m e d a te

C o n tr a c t

N u m b e r:

S o li c it a ti o n

N u m b e n a m e

R ev

R e v ie w e d b y

D e si g n e d b y

S u b m it te d b y

D at e:

P lo t sc a le

P lo t d a te

Fort Worth District of Engineers

US Army Corps

A ct io n

T ra c k in g

N u m b e r

D at e D es cr ip ti o n

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

R E

F E

R E

N C

E F

E R

E N

C E

E F

E R

E N

C E

E F

E R

E N

C…

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File details come from the government source that posted it. Updated Jul 25, 2020.