BLDG 1430 Repair Car Lift Drawings.pdf

MAIN POST

STALLION RANGE CENTER

SMR

HELSTF

17 9

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

PROJECT LOCATION

MAP

SHEET INDEX

SHEET DESCRIPTION

GENERAL

01 COVER SHEET

02 GENERAL NOTES AND SITE MAP

CIVIL

03 PROJECT SITE PLAN

BLDG 1430 REPAIR CAR LIFT

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

01 03SHEET OF

G1 01

REVISIONS

BLDG 1430 REPAIR CAR LIFT

J.SILVA J.SILVA

XX

T. SAENZ

J.NUNEZ

R. LOPEZ

August 26, 2024 NTS

COVER SHEET

PROJECT LOCATION

NIKE AVE (P RT 2)

ISSUED FOR

CONSTRUCTIO

N

BLDG 1430

MAIN GATE

MAIN POST

HE

AD

QU

AR

TE

RS

A

VE

ABERDEEN AVE

VICINITY MAP

MWR063533P

DY

ER

S T

MARTIN LUTHER KING BLVD

STAGING AREA

BLDG

ABERDEEN AVENUE

M A

IN

TE

N A

N C

E B

A

YS

M A

IN

TEN

A N

C E B

A

YS

ENTRANCE

UNDERGROUND ELECTRIC LINE

OVERHEAD ELECTRIC LINE

W WATER VALVE

SIGNAGE

SS SANITARY SEWER MANHOLE

CO

SS

SANITARY SEWER CLEANOUT

NATURAL GAS VALVE

ELECTRICAL POLE

ELECTRICAL ANCHOR/GUY WIRE

Legend Existing Features New Project Features

FH FIRE HYDRANT

G NATURAL GAS LINE

SANITARY SEWER LINE

STORM DRAIN LINE

ROADWAY EDGE OF ASPHALT

ROADWAY EDGE OF GRAVEL

EDGE OF BUILDING

EXISTING SPOT INDENTIFICATION

POTABLE WATER LINE

PROPOSED SPOT INDENTIFICATION

FF=FINISHED FLOOR

FG=FINISHED GRADE

FL=FLOW LINE

TC=TOP OF CONCRETE

TS=TOP OF SIDEWALK

NEW DIRECTION OF FLOW

NEW ASPHALT PAVING

NEW RIP RAP

NEW CONCRETE

Thu, 20-Feb-2025 - 10:49:am, Plotted by: 1453891964.CIV C:\Users\1453891964.civ\OneDrive - US Army\Documents\Projects\MWR063533P-Bldg 1430 Repair Car Lift\Plans\Drawings\02-GENERAL NOTES AND LEGEND.dwg

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

02 03SHEET OF

G2 02

REVISIONS

BLDG 1430 REPAIR CAR LIFT

J. SILVA J. SILVA

XX

T. SAENZ

J. NUNEZ

R. LOPEZ

August 26, 2024 NTS

GENERAL NOTES AND SITE MAP

GENERAL CONSTRUCTION NOTES GENERAL STRUCTURAL NOTES

SITE MAP

XX

XX

ISSUED FOR

CONSTRUCTIO

N

AutoCAD SHX Text

1. CONTRACTOR SHALL RESTRICT ALL ACTIVITIES TO THE AREA OF CONTRACTOR SHALL RESTRICT ALL ACTIVITIES TO THE AREA OF CONSTRUCTION. ANY DAMAGE TO AREAS OUTSIDE OF THE AREA OF CONSTRUCTION SHALL BE REPAIRED AT NO ADDITIONAL COST TO ORIGINAL CONDITION OR BETTER. 2. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. PRIOR LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. PRIOR TO CONSTRUCTION, EXISTING UTILITY LOCATIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED AT NO ADDITIONAL COST. 3. ANY DEVIATION OF THE INFORMATION PROVIDED HEREIN AND THE ANY DEVIATION OF THE INFORMATION PROVIDED HEREIN AND THE CONDITIONS EXISTING IN THE FIELD AT THE TIME OF CONSTRUCTION SHOULD BE REPORTED TO THE ENGINEER AS SOON AS POSSIBLE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTRUCTION SIGNS, BARRICADES, ETC. UNTIL COMPLETION OF CONTRACT AND SHALL HAVE PERSONNEL AVAILABLE AT ALL TIMES UNTIL THE PROJECT IS COMPLETE TO REPAIR OR REPLACE SIGNS, BARRICADES, ETC. 5. THE CONTRACTOR SHALL ONLY UTILIZE THE DESIGNATED STAGING THE CONTRACTOR SHALL ONLY UTILIZE THE DESIGNATED STAGING AREA FOR STORAGE OF ALL EQUIPMENT AND MATERIALS. WSMR ASSUMES NO RESPONSIBILITY OR LIABILITY FOR CONTRACTOR'S EQUIPMENT AND MATERIAL IN THE STAGING AREA. 6. WORK ON THE PROJECT SHALL BE DONE IN ACCORDANCE WITH WORK ON THE PROJECT SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ORDINANCES, RULES, AND REGULATIONS CONCERNING CONSTRUCTION SAFETY AND HEALTH. 7. DISPOSAL OF ALL REMOVAL ITEMS SHALL BE DONE BY THE DISPOSAL OF ALL REMOVAL ITEMS SHALL BE DONE BY THE CONTRACTOR IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS AND ORDINANCES. DISPOSAL ITEMS SHALL BE DISPOSED OF OFF SITE AT A PERMITTED SOLID WASTE FACILITY ANDK IN ACCORDANCE WITH THE PROJECT STATEMENT OF WORK SECTION 2.6.3. 8. UNLESS OTHERWISE PROVIDED AS PART OF THE CONSTRUCTION UNLESS OTHERWISE PROVIDED AS PART OF THE CONSTRUCTION PLANS, A COMPLETE TRAFFIC CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR. ALL CONSTRUCTION SIGNING, BARRICADING AND CHANNELIZATION SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD), LATEST EDITION. THE PLAN SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR APPROVAL AT LEAST 14 DAYS PRIOR TO THE START OF ANY CONSTRUCTION. THE CONTRACTOR SHALL NOT IMPLEMENT THE TRAFFIC CONTROL PLAN UNTIL APPROVAL OF THE PLAN HAS BEEN RECEIVED. 9. ACCESS TO NEIGHBORING BUILDINGS AND PARKING LOTS SHALL BE ACCESS TO NEIGHBORING BUILDINGS AND PARKING LOTS SHALL BE KEPT OPEN AT ALL TIMES. ANY ACCESS CLOSURE MUST BE SCHEDULED AT LEAST 1 WEEK IN ADVANCE AND APPROVED BY THE COR. 10. EXISTING SITE FEATURES WHICH ARE DAMAGED OR DISPLACED BY EXISTING SITE FEATURES WHICH ARE DAMAGED OR DISPLACED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S OWN EXPENSE. THE WORK SHALL BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION OF THE REPAIRS. REPAIRS MUST BE ACCEPTED BY THE COR PRIOR TO FINAL PAYMENT. 11. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE APPLICABLE ORDINANCES AND REGULATIONS FOR DUST CONTROL DURING ALL ACTIVITIES ASSOCIATED WITH THIS CONSTRUCTION. THE COST FOR REQUIRED CONSTRUCTION DUST CONTROL MEASURES SHALL BE INCIDENTAL TO THE PROJECT. 12. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO KEEP IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO KEEP THE JOB SITE FREE FROM TRASH ON A DAILY BASIS, AND ALL MATERIALS WILL BE NEATLY ORGANIZED. TRASH AND/OR NON-USED MATERIALS SHALL NOT BE BURIED ON SITE.

AutoCAD SHX Text CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE COR SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION, AS WELL AS WORKER SAFETY AND COMPLIANCE WITH OSHA OR OTHER AGENCY SAFETY GUIDELINES. THE CONTRACTOR SHALL EMPLOY BEST INDUSTRY PRACTICES, INCLUDING PLACEMENT AND USE OF CONSTRUCTION JOINTS AND APPROPRIATE SIZED TREMIE TO PREVENT CONCRETE SEGREGATION AND COLD JOINTS DURING PLACEMENT. FRESH CONCRETE SHALL NOT FREE-FALL GREATER THAN 5 FEET AND NOT MORE THAN 30 MINUTES SHALL PASS BETWEEN PLACEMENT OF ADJACENT LAYERS OF CONCRETE WITHIN EACH SECTION. DURING BACKFILL AND/OR SUBGRADE PREPARATION THE CONTRACTOR SHALL BE LIMITED TO THE USED OF HAND OPERATED COMPACTION EQUIPMENT. ALL BACKFILL MATERIAL SHALL BE NON EXPANSIVE, FREE OF VEGETATION AND DEBRIS AND CONTAIN NO ROCKS LARGER THAN 3 INCHES. ALL COMPACTION SHALL BE TO A MINIMUM OF 95 PERCENT OF MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH THE ASTM D-1557 TEST METHOD. IF LESS THAN 95 PERCENT RELATIVE COMPACTION IS INDICATED, ADDITIONAL COMPACTION EFFORT SHALL BE MADE WITH ADJUSTMENT OF THE MOISTURE CONTENT AS NECESSARY UNTIL 95 PERCENT COMPACTION IS OBTAINED. REINFORCED CONCRETE SHALL CONFORM TO ACI 318 AND ACI 301. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A " CHAMFER 34" CHAMFER UNLESS NOTED OTHERWISE. REINFORCING ALL REINFORCING STEEL SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE REQUIREMENTS AND THE DETAILING OF CONCRETE REINFORCEMENT MANUAL (ACI 315-99). ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60; EXCEPT STIRRUPS, TIES AND FIELD-BENT BARS MAY CONFORM TO ASTM A615 GRADE 40. WHERE LAP SPLICES IN REINFORCING OCCUR, THE MINIMUM LAP SHALL BE MADE AS FOLLOWS UNLESS NOTED OTHERWISE ON DRAWINGS: TENSION SPLICES SHALL BE CLASS B. COMPRESSION SPLICES SHALL BE 30 BAR DIAMETERS OR 18" MINIMUM. ALL HORIZONTAL REINFORCING IN BOTH FOOTINGS AND WALLS SHALL BE CONTINUOUS AROUND CORNERS OR HAVE CORNER BARS OF THE SAME SIZE AND SPACING AS THE HORIZONTAL BARS AND LAP A MINIMUM OF 30 BAR DIAMETERS OR 18 INCHES. CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: CONCRETE POURED AGAINST EARTH 3 IN 3 IN CONCRETE POURED IN FORMS BUT EXPOSED TO WEATHER, EARTH, OR WATER. 2 IN 2 IN CONCRETE NOT EXPOSED TO WEATHER, EARTH, OR WATER. IF BARS ARE LARGER THAN #5 2 IN 2 IN IF BARS ARE #4 OR SMALLER 1 IN 1 IN 12 IN WALLS 2 IN 2 IN BAR SUPPORTS AND SPACERS FOR REINFORCING SHALL BE PROVIDED IN ACCORDANCE WITH ACI 315-92. CHAIRS WITH 22 GA SAND PLATES OR PRECAST BLOCKS SHALL BE PROVIDED FOR ALL REINFORCING OF CONCRETE IN CONTACT WITH GRADE. REINFORCING SHALL BE SECURELY TIED TO SUPPORTS. REINFORCING SHALL BE STORED IN SUCH A MANNER AS TO INHIBIT RUSTING OR THE DEPOSIT OF OILS OR OTHER BOND INHIBITING DEPOSITS. GRADE 60 DOWELS SHALL NOT BE BENT IN THE FIELD AFTER PLACING. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ALL REBAR IS PROPERLY ALIGNED AND TIED IN PLACE BEFORE PLACING CONCRETE. ANY REBAR FOUND IMPROPERLY INSTALLED SHALL BE REMOVED AT NO ADDITIONAL COST.

SL

OP

E

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

Thu, 20-Feb-2025 - 10:50:am, Plotted by: 1453891964.CIV C:\Users\1453891964.civ\OneDrive - US Army\Documents\Projects\MWR063533P-Bldg 1430 Repair Car Lift\Plans\Drawings\03-SITE PLAN.dwg

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

03 03SHEET OF

C1 03

REVISIONS

BLDG 1430 REPAIR CAR LIFT

J. SILVA J. SILVA

XX

T. SAENZ

J. NUNEZ

R. LOPEZ

August 26, 2024 NTS

PROJECT SITE PLAN

9" MIN KEY

#4 X 12" LONG DOWEL

SPACED EVERY 12 IN.

4000 PSI CONCRETE FOOTING

6"

1/2" EXPANSION JOINT

EXISTING

CONCRETE SLAB

2'-6"

4'-0"

EX CAR LIFT

2" C

LR

M

IN

9" MIN KEY

#4 X 12" LONG DOWEL

SPACED EVERY 12 IN.

6"

1/2" EXPANSION JOINT

EXISTING

CONCRETE SLAB

2'-6"

4'-0"

EX CAR LIFT

2" C

LR

M

IN

3.5

CONSTRUCTION KEYNOTES

1. INSTALL AUTOMOTIVE LIFT CONCRETE FOUNDATION

PER DETAIL 02 THIS SHEET.

2. INSTALL ELEVATED CONCRETE FOUNDATION FOR

EXISTING AUTOMOTIVE LIFT PER DETAIL 03 THIS

SHEET. TOP OF FOUNDATION SHALL BE ELEVATED

TO ACCOUNT FOR THE SHOP FLOOR SLOPE SUCH

THAT ALL 4 POST BASE PLATES ARE LEVEL.

EXISTING KEYNOTES

1. EXISTING 4 POST DRIVE-ON 6 TON CAPACITY

RUNWAY AUTOMOTIVE LIFT TO BE REMOVED AND

REINSTALLED. REINSTALL PER MANUFACTURER

INSTRUCTIONS. CONTRACTOR MUST TEST

OPERATION OF THE LIFT BEFORE ACCEPTANCE OF

THE PROJECT BY THE COR.

2. EXISTING TOOLED CONCRETE CONSTRUCTION JOINT.

3. EXISTING 10-FEET WIDE MAINTENANCE BAY

ENTRANCE.

4. EXISTING STEEL GRATE FLOOR TRENCH DRAIN.

5. EXISTING CONCRETE BOLLARD.

6. EXISTING AUTOMOTIVE SHOP MAINTENANCE BAY.

DEMOLITION KEYNOTES

1. EXISTING 4 POST AUTOMOTIVE LIFT TO BE

UNBOLTED, REMOVED, AND STORED DURING

CONSTRUCTION. COORDINATE REMOVAL AND

STORAGE WITH SHOP MANAGER.

2. SAWCUT CLEAN, REMOVE, AND DISPOSE OF EXISTING

CONCRETE SLAB TO INCLUDE AUTOMOTIVE LIFT

ANCHOR BOLTS AND CONCRETE REINFORCEMENT.

DISPOSE AT PERMITTED SOLID WASTE FACILITY.

COORDINATE CONCRETE CUTTING WITH SHOP

MANAGER TO MINIMIZE DISRUPTION TO NORMAL

SHOP OPERATIONS.

01 AUTOMOTIVE LIFT REPLACEMENT LAYOUT

SCALE: 1" = 4'

02 FLUSH FOUNDATION DETAIL

SCALE: NTS 03 ELEVATED FOUNDATION DETAIL

SCALE: NTS

1 1

#4 TIES @ 6" O.C.

#6 DOWELS @ 6" O.C.

#4 TIES @ 8" O.C.

#6 DOWELS @ 6" O.C.

#4 BAR @ 8" O.C.

EACH WAY

#4 BAR @ 8" O.C.

EACH WAY

*NOTE: TOP OF FOUNDATION SHALL BE ELEVATED AS NECESSARY TO ACOUNT FOR THE

SLOPE OF THE SHOP FINISH FLOOR.

ELEVATED PORTION OF FOUNDATION TO

BE PAINTED YELLOW. TYP ALL AROUND

3 4" Ø F1554 GR. 36 HEAVY HEX ANCHOR

BOLT W/ 12" MIN. EMBEDMENT. TYP OF 4.

3 4" CHAMFER. TYP ALL AROUND3 4" Ø F1554 GR. 36 HEAVY HEX ANCHOR

BOLT W/ 12" MIN. EMBEDMENT. TYP OF 4.

(16) #6 DWLS

2" C

LR

#4 TIES @ 6" O.C.

2'-6"

2'- 6"

ISSUED FOR

CONSTRUCTIO

N