PLANS_-_REDUCED1.pdf
PDF 3 MB Posted
- Attached to
- 4600-20260825085743 SMRMC
- Solicitation number
- 3170036570
- Issued by
- Mississippi
About this file
This file consists of architectural and engineering plans prepared by Neel-Schaffer, Inc. for the Southwest Mississippi Regional Medical Center (SMRMC) parking lot improvements project located at 215 Marion Avenue in McComb, Mississippi, Pike County. The project encompasses parking lot reconstruction and improvements including proposed new asphalt pavement sections, asphalt overlays, concrete sidewalks, ADA-compliant parking spaces with accessible ramps, grading modifications, and striping and signage for parking spaces. The plans indicate removal of existing trees, curbs, and infrastructure elements, retention of existing utilities and light poles, and construction of new drainage features. The design includes 294 total parking spaces across multiple parking areas with specific attention to ADA accessibility requirements including accessible parking spaces with appropriate signage, ramps, and pavement markings. The engineering plans follow the Mississippi Standard Specifications for Road and Bridge Construction (2017 Edition) and include detailed construction details for sidewalk installation, concrete curb and pavement sections, parking space markings, and accessibility features.
The plans specify general construction requirements including erosion control measures, utility coordination with Mississippi One-Call 811, traffic control coordination with the Mississippi Department of Transportation, compaction standards requiring 95% to 98% Standard Proctor density depending on material type, and pavement milling at 1.5 inches depth unless otherwise specified. All fill material must be placed in 8-inch maximum loose lifts and compacted to specified densities within defined moisture content ranges. The contractor is responsible for construction staking, saw cutting roadway edges, capping pipes associated with removed inlets, and managing temporary and permanent erosion control throughout the project. Material testing certifications must meet ASTM, AWWA, AASHTO, MSHD, or other applicable standards prior to material incorporation into the project.
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STATE OF MISSISSIPPI
Southhaven
Tupelo
Meridian
Hattiesburg
Gulfport
McComb
Biloxi
JACKSON
Pascagoula
PIKE COUNTY
McComb, MISSISSIPPI
SOUTHWEST MISSISSIPPI REGIONAL
MEDICAL CENTER
STATE OF MISSISSIPPI
VICINITY MAP
PIKE COUNTY, MS
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A M
MISSISSIPPI LICENSE NO. 30583
GARRETT SMITH, P.E.
PARKING LOT IMPROVEMENTS
PREPARED BY :
NS.20961
LAT. = 31.25013
LONG. = -90.47309
N S.
MCCOMB, MS
SOUTHWEST MISSISSIPPI
REGIONAL MEDICAL
CENTER
R A W
LS
D
R
PROJECT LOCATION
215 MARION AVENUE,
MCCOMB, MS
M
AR
IO
N A
VE
HARRISON AVE.
ASTON AVE.
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GENERAL NOTES
G1.0
SOUTHWEST MISSISSIPPI REGIONAL
MEDICAL CENTER
PARKING LOT IMPROVEMENTS
MCCOMB, MS
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DRAWING INFORMATION
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%%UNOTICE TO DRAWING HOLDER
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NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE
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ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE
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OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD
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NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER
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PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN
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VERIFICATION OR ADAPTATION BY THE ENGINEER, SHALL BE AT THE
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REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
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HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND
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AutoCAD SHX Text SHEET INDEX SHEET 1 G0.0 COVER G0.0 COVER COVER SHEET 2 G1.0 SHEET INDEX AND GENERAL NOTES G1.0 SHEET INDEX AND GENERAL NOTES SHEET INDEX AND GENERAL NOTES SHEET 3 C1.1 EXISTING CONDITIONS C1.1 EXISTING CONDITIONS EXISTING CONDITIONS SHEET 4 C1.2 PROPOSED LAYOUT C1.2 PROPOSED LAYOUT PROPOSED LAYOUT SHEET 5 C1.3 GRADING PLAN C1.3 GRADING PLAN GRADING PLAN SHEET 6 D1.1 CONSTRUCTION DETAILS D1.1 CONSTRUCTION DETAILS CONSTRUCTION DETAILS SHEET 7 D1.2 CONSTRUCTION DETAILS SHEET 8 PM-6 PAVEMENT MARKINGS - LEGEND DETAILS SHEET 9 CR-1 CURB RAMPS - RAMP DESIGN ELEMENTS
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AutoCAD SHX Text GENERAL NOTES: 1. ALL WORK SHALL BE PERFORMED PER THE MISSISSIPPI STANDARD SPECIFICATIONS FOR ALL WORK SHALL BE PERFORMED PER THE MISSISSIPPI STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, UNLESS NOTED OTHERWISE. 2. EROSION CONTROL - CONTRACTOR SHALL INSTALL SILT FENCE AND WATTLES, AS WELL AS EROSION CONTROL - CONTRACTOR SHALL INSTALL SILT FENCE AND WATTLES, AS WELL AS OTHER EROSION CONTROL MEASURES AS NECESSARY TO PREVENT THE MOVEMENT OF SEDIMENT OFF-SITE. ALL DISTURBED AREAS WITHOUT PAVEMENT SHALL RECEIVE PERMANENT GRASSING AS REQUIRED BY THE SPECIFICATIONS AT THE END OF CONSTRUCTION. CONTRACTOR SHALL ESTABLISH TEMPORARY GRASSING DURING THE PROJECT OF ALL DISTURBED AREAS AS REQUIRED BY THE STORMWATER PERMIT. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EROSION CONTROL MEASURES DURING THE COURSE OF CONSTRUCTION PER MDEQ STORMWATER CONTROL GUIDELINES. 3. CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL WITH THE MISSISSIPPI DEPARTMENT CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL WITH THE MISSISSIPPI DEPARTMENT OF TRANSPORTATION AND SHALL PERFORM ALL IMPROVEMENTS IN ACCORDANCE WITH THE APPROVED MDOT PERMIT, MDOT SECTION 618 AND 619, AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 4. REMOVE TREES, BRUSH, ROOTS, LARGE GRASS, ROCKS, DEBRIS, WEEDS, AND OTHER REMOVE TREES, BRUSH, ROOTS, LARGE GRASS, ROCKS, DEBRIS, WEEDS, AND OTHER UNSUITABLE MATERIAL FROM ALL EXCAVATION AND FILL AREAS. 5. ALL EXISTING UTILITIES SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION. ALL EXISTING UTILITIES SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION. 6. UNLESS OTHERWISE DIRECTED BY OWNER, ALL EXISTING MATERIAL TO BE REMOVED FROM UNLESS OTHERWISE DIRECTED BY OWNER, ALL EXISTING MATERIAL TO BE REMOVED FROM THE PROJECT SHALL BE THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AT HIS EXPENSE IN ACCORDANCE WITH STATE AND LOCAL LAWS AND REGULATIONS. 7. EXISTING UTILITIES ARE SHOWN FOR CONTRACTOR'S REFERENCE ONLY. LOCATION OF EXISTING UTILITIES ARE SHOWN FOR CONTRACTOR'S REFERENCE ONLY. LOCATION OF UTILITIES MAY VARY FROM THAT SHOWN ON PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING MISSISSIPPI ONE-CALL 811 TO LOCATE LINES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF REPAIR OR REPLACEMENT OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF REPAIR OR REPLACEMENT OF ANY UTILITIES, FENCES, DRIVEWAYS, SIDEWALKS, OR OTHER ITEMS DAMAGED BY CONSTRUCTION ACTIVITIES WHICH ARE NOT DESIGNATED TO BE DISTURBED. REPLACEMENT OR REPAIR SHALL BE TO ORIGINAL CONDITION OR BETTER AND TO THE COMPLETE SATISFACTION OF THE ENGINEER. 9. CONTRACTOR SHALL LOCATE BENCHMARKS, MONUMENTS AND OTHER REFERENCE POINTS CONTRACTOR SHALL LOCATE BENCHMARKS, MONUMENTS AND OTHER REFERENCE POINTS FOR ELEVATION AND LOCATION. NOTIFY OWNER'S REPRESENTATIVE OF APPARENT DISCREPANCIES IN INDICATED LOCATIONS. PROTECT REFERENCE POINTS FROM DISLOCATION OR DAMAGE. REPLACE OR REPAIR IMMEDIATELY ANY POINTS DAMAGED, DESTROYED, OR DISLOCATED. DO NOT PROCEED WITH CONSTRUCTION UNTIL REFERENCE POINTS HAVE BEEN REVIEWED AND ACCEPTED BY THE OWNER'S REPRESENTATIVE. 10. ALL DIMENSIONS SHOWN ON THE PLANS (SCALED OR COMPUTED), OR STAKED IN THE FIELD ALL DIMENSIONS SHOWN ON THE PLANS (SCALED OR COMPUTED), OR STAKED IN THE FIELD SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN THE EVENT THE CONTRACTOR DISCOVERS ANY APPARENT ERROR OR DISCREPANCY, HE SHALL NOTIFY THE ENGINEER IMMEDIATELY IN WRITING, REQUESTING HIS INTERPRETATION. THE ENGINEER WILL MAKE SUCH CORRECTIONS AND DECISIONS IN WRITING AS MAY BE DEEMED NECESSARY TO CARRY OUT THE INTENT OF THE PLANS. 11. BACK FILL MATERIAL OVER UNSUITABLE SOILS (I.E. WET, SOFT, FROZEN, THAWING, SPONGY) BACK FILL MATERIAL OVER UNSUITABLE SOILS (I.E. WET, SOFT, FROZEN, THAWING, SPONGY) OR DURING UNFAVORABLE WEATHER CONDITIONS WILL BE PROHIBITED. WHERE SOIL HAS BEEN LOOSENED OR ERODED BY FLOODING OR DURING RAIN, THE DAMAGED AREA SHALL BE REMOVED AND RECOMPACTED TO THE REQUIRED DENSITY AT THE COST OF THE CONTRACTOR AS AN ABSORBED COST ITEM.
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12. PERMANENT AND TEMPORARY POWER - CONTRACTOR SHALL BE RESPONSIBLE FOR PERMANENT AND TEMPORARY POWER - CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY SUPPLIER FOR NECESSARY POWER. 13. ALL FILL MATERIAL SHALL BE PLACED IN LOOSE LIFTS HAVING A MAXIMUM ALL FILL MATERIAL SHALL BE PLACED IN LOOSE LIFTS HAVING A MAXIMUM THICKNESS OF 8 INCHES AND COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-698 AT MOISTURE CONTENT BETWEEN -2% AND +3% OF THE OPTIMUM MOISTURE CONTENT. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING HORIZONTAL AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING HORIZONTAL AND VERTICAL CLEARANCES ON ANY UTILITY SERVICE CROSSINGS REQUIRED BEFORE INSTALLATION. 15. ALL CONSTRUCTION STAKING SHALL BE PERFORMED BY CONTRACTOR AS AN ALL CONSTRUCTION STAKING SHALL BE PERFORMED BY CONTRACTOR AS AN ABSORBED COST ITEM. 16. ALL TESTING CERTIFICATIONS SHALL STATE THAT SUBJECT MATERIAL MEETS THE ALL TESTING CERTIFICATIONS SHALL STATE THAT SUBJECT MATERIAL MEETS THE SPECIFIED QUALITY, GRADE, PURITY, CLASS, OR WEIGHT, OR THAT THE SUBJECT MATERIAL MEETS OR EXCEEDS THE REQUIREMENT OF THE APPLICABLE ASTM, AWWA, AASHTO, MSHD, OR OTHER STANDARDS. CERTIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO INCORPORATION OF THE SUBJECT MATERIAL INTO THE PROJECT. 17. CONTRACTOR SHALL SAW CUT ALL ROADWAYS SHOWN ON PLANS FOR REMOVAL CONTRACTOR SHALL SAW CUT ALL ROADWAYS SHOWN ON PLANS FOR REMOVAL TO PROVIDE NEAT , CLEAN EDGES. COST OF SAW CUTTING TO BE ABSORBED. 18. CONTRACTOR SHALL CAP OFF PIPE ASSOCIATED WITH INLET, COST TO BE CONTRACTOR SHALL CAP OFF PIPE ASSOCIATED WITH INLET, COST TO BE ABSORBED. 19. MILLING SHALL BE 1.5" DEPTH UNLESS OTHERWISE SPECIFIED BY THE PROJECT MILLING SHALL BE 1.5" DEPTH UNLESS OTHERWISE SPECIFIED BY THE PROJECT ENGINEER.
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8/21/2026 11:03 AM
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DRAWING INFORMATION
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%%UNOTICE TO DRAWING HOLDER
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NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE
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ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE
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OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD
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NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER
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PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN
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VERIFICATION OR ADAPTATION BY THE ENGINEER, SHALL BE AT THE
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REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
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HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND
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7 SPACES
AutoCAD SHX Text 97.5'
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12 SPACES
AutoCAD SHX Text 114.8'
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7 SPACES
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21 SPACES
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9 SPACES
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6 SPACES
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8 SPACES
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19 SPACES
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ENGINEER
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PROPOSED CONCRETE SIDEWALK
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PROPOSED 1.5" ASPHALT OVERLAY
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PROPOSED NEW ASPHALT SECTION
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PROPOSED GREENSPACE
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LEGEND
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MARION AVENUE
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ASTON AVENUE
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HARRISON AVENUE
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RAWLS DRIVE
AutoCAD SHX Text y:\projects\0020000\0020500\20961 parking log improvements - smrmc\design\plans\20961 design.dwg
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8/21/2026 10:33 AM
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DRAWING INFORMATION
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%%UNOTICE TO DRAWING HOLDER
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NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE
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ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE
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OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD
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NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER
AutoCAD SHX Text
PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN
AutoCAD SHX Text
VERIFICATION OR ADAPTATION BY THE ENGINEER, SHALL BE AT THE
AutoCAD SHX Text
REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
AutoCAD SHX Text
HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND
AutoCAD SHX Text
EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR
AutoCAD SHX Text
RESULTING THEREFROM.
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REVISIONS
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NO.
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BY
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DRWN:
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QA/QC:
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DATE:
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DESCRIPTION
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SCALE:
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N-S PROJECT NO.:
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FILENAME:
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SURVEYED BY:
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DSGN:
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DATE:
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WORKING NUMBER:
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DRAWING NUMBER:
AutoCAD SHX Text 20961 Design.dwg
AutoCAD SHX Text 20961
AutoCAD SHX Text 1" = 40'
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NS
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GBS
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MJP
AutoCAD SHX Text 7-27-26
1 inch = 20 feet
( IN FEET )
GRADING PLAN
C1.3
SOUTHWEST MISSISSIPPI REGIONAL
MEDICAL CENTER
PARKING LOT IMPROVEMENTS
MCCOMB, MS
AutoCAD SHX Text
TIE TO EXISTING SIDEWALK
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TIE TO EXISTING SIDEWALK
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TIE TO EXISTING SIDEWALK
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TIE TO EXISTING ASPHALT
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TIE TO EXISTING ASPHALT
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EXISTING BUILDING
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PROPOSED ADA RAMP (SEE DETAIL ON SHEET CR-1)
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MARION AVENUE
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ASTON AVENUE
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TS TOP OF SIDEWALK TP TOP OF PAVEMENT TC TOP OF CONCRETE
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LEGEND
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ENGINEER
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AutoCAD SHX Text y:\projects\0020000\0020500\20961 parking log improvements - smrmc\design\plans\20961 design.dwg
AutoCAD SHX Text
8/21/2026 10:33 AM
AutoCAD SHX Text
DRAWING INFORMATION
AutoCAD SHX Text
%%UNOTICE TO DRAWING HOLDER
AutoCAD SHX Text
NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE
AutoCAD SHX Text
ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE
AutoCAD SHX Text
OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD
AutoCAD SHX Text
NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER
AutoCAD SHX Text
PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN
AutoCAD SHX Text
VERIFICATION OR ADAPTATION BY THE ENGINEER, SHALL BE AT THE
AutoCAD SHX Text
REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
AutoCAD SHX Text
HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND
AutoCAD SHX Text
EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR
AutoCAD SHX Text
RESULTING THEREFROM.
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REVISIONS
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NO.
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BY
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DATE
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CHKD:
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DRWN:
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DATE:
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DATE:
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QA/QC:
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DATE:
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DESCRIPTION
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SCALE:
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N-S PROJECT NO.:
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FILENAME:
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SURVEYED BY:
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DSGN:
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DATE:
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WORKING NUMBER:
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DRAWING NUMBER:
AutoCAD SHX Text 20961 Design.dwg
AutoCAD SHX Text 20961
AutoCAD SHX Text 1" = 20'
AutoCAD SHX Text
NS
AutoCAD SHX Text
GBS
AutoCAD SHX Text
MJP
AutoCAD SHX Text 7-27-26
9"
6'-0
FACE OF C
URB /
X
EDGE OF P
ARKING SPACE
X
COLOR LOCATION
WHITE STANDARD RESTRICTED PARKING ISLAND / ZONE
BLUE ACCESSIBLE AISLE @ ADA PARKING SPACES
2'- 4"
TY
P
45°
COLOR LOCATION
WHITE STANDARD RESTRICTED PARKING ISLAND / ZONE
BLUE ACCESSIBLE AISLE @ ADA PARKING SPACES
6D1.1
CONSTRUCTION DETAILS
D1.1 SCALE: NOT TO SCALE
TYPICAL ACCESSIBLE PARKING LAYOUT
D1.1 SCALE: NOT TO SCALE
TYPICAL PARKING ZONE 5
D1.1 SCALE: NOT TO SCALE
TYPICAL PARKING STRIPE
D1.1 SCALE: NOT TO SCALE
TYPICAL PARKING BLOCK
D1.1 SCALE: NOT TO SCALE
TYPICAL ACCESSIBILITY PAVEMENT MARKING
D1.1 SCALE: NOT TO SCALE
TYPICAL ACCESSIBLE PARKING SIGN
NOTES:
SOUTHWEST MISSISSIPPI REGIONAL
MEDICAL CENTER
PARKING LOT IMPROVEMENTS
MCCOMB, MS
AutoCAD SHX Text
SEE PARKING BLOCK DETAIL 2/D1.00
AutoCAD SHX Text 1'-2"
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ACCESSIBILITY PARKING SIGN DETAIL (SEE 3/D1.1)
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ALTERNATE SIGN LOCATION IF 3'-0" CLEAR SPACE CAN NOT BE PROVIDED
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
CLR (MIN)
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text 5'-0"
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(MIN)
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text 10'-0"
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PARKING SPACE
AutoCAD SHX Text 11'-0"
AutoCAD SHX Text 11'-0"
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VAN ACCESSIBLE PARKING SPACE
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ACCESSIBILITY PAVEMENT MARKING, SEE DETAIL 6/D1.1
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FOR STRIPING, SEE ACCESS AISLE DETAIL 4/D1.1
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SEE TYPICAL PARKING STRIPE DETAIL 5/D1.00
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5'-0" MIN.
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5'-0" MIN.
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ACCESS AISLE
AutoCAD SHX Text NOTES: 1. VAN PARKING AND ACCESS AISLE TOTAL WIDTH TO BE 16'-0" (MIN). VAN PARKING MAY BE 8'-0" WIDE IF AISLE IS 8'-0" WIDE. IF AISLE IS 8'-0" WIDE, THEN "NO PARKING" SHALL BE APPLIED TO THE AISLE. 2. SLOPE (GRADE) IN ANY DIRECTION WITHIN ACCESSIBLE PARKING OR AISLE SHALL NOT EXCEED 1.5%. 3. SEE CIVIL PLANS FOR ACTUAL PARKING SPACE DIMENSIONS AND LOCATION OF ACCESSIBLE SPACES. 4. SEE CIVIL PLANS FOR DESIGN AND DIMENSIONS OF PEDESTRIAN ROUTE.
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PEDESTRIAN ROUTE
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PARKING SPACE BOUNDARY
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EQ
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EQ
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(TYP)
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EQ
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EQ
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(TYP)
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ADA PARKING SPACE, ACCESSIBILITY PARKING SIGN DETAIL (SEE 3/D1.1)
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EQ
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EQ
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ACCESSIBILITY PARKING SIGN DETAIL (SEE 3/D1.1)
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ALTERNATE SIGN LOCATION IF 3'-0" CLEAR SPACE CAN NOT BE PROVIDED
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SINGLE AISLE ARRANGEMENT (TYP.)
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DOUBLE AISLE ARRANGEMENT (TYP.)
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EQ
AutoCAD SHX Text 3/4" MOUNTING HOLES W/ #6REBAR 1'-6" LONG ANCHORS SET " 12" BELOW TOP OF CONCRETE BLOCK (TYP. 2 HOLES)
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CURB HEIGHT
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LOW / STANDARD CURB
AutoCAD SHX Text 3'-0"
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HIGH CURB / WALL
AutoCAD SHX Text NOTES: 1. IF DESIGN REQUIRES VEHICLES TO BACK INTO SPACE, THEN INCREASE DISTANCE BY 6". 2. CONTRACTOR TO VERIFY DISTANCE WITH ENGINEER PRIOR TO LAYING BLOCKS.
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NOTE: PAINT BLUE IF PLACED IN ADA PARKING SPACE.
AutoCAD SHX Text 6 "12"
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VARIES (SEE PLAN)
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VARIES (SEE PLAN)
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4" WIDE PAINT STRIPE (SEE CHART FOR COLOR)
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4" WIDE PAINT STRIPE
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VARIES (SEE PLAN)
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VARIES (SEE PLAN)
AutoCAD SHX Text NOTES: 1. ALL BEGINNING AND END POINTS OF STRIPING SHALL BE ALIGNED. 2. ALL STRIPING SHALL BE PARALLEL OR PERPENDICULAR WITH ONE ANOTHER UNLESS OTHERWISE NOTED ON PLANS.
AutoCAD SHX Text y:\projects\0020000\0020500\20961 parking log improvements - smrmc\design\plans\details.dwg
AutoCAD SHX Text
8/21/2026 10:33 AM
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DRAWING INFORMATION
AutoCAD SHX Text
%%UNOTICE TO DRAWING HOLDER
AutoCAD SHX Text
NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE
AutoCAD SHX Text
ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE
AutoCAD SHX Text
OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD
AutoCAD SHX Text
NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER
AutoCAD SHX Text
PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN
AutoCAD SHX Text
VERIFICATION OR ADAPTATION BY THE ENGINEER, SHALL BE AT THE
AutoCAD SHX Text
REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
AutoCAD SHX Text
HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND
AutoCAD SHX Text
EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR
AutoCAD SHX Text
RESULTING THEREFROM.
AutoCAD SHX Text
REVISIONS
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NO.
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BY
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DATE
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CHKD:
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DRWN:
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DATE:
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QA/QC:
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DATE:
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DESCRIPTION
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SCALE:
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N-S PROJECT NO.:
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FILENAME:
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SURVEYED BY:
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DSGN:
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DATE:
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WORKING NUMBER:
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DRAWING NUMBER:
AutoCAD SHX Text Details.dwg
AutoCAD SHX Text 20961
AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
AutoCAD SHX Text
GBS
AutoCAD SHX Text
MJP
AutoCAD SHX Text 7-27-26
AutoCAD SHX Text 7-27-26
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 4"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 3"
AutoCAD SHX Text 8"
AutoCAD SHX Text
PARKING SPACE
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AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 5°
AutoCAD SHX Text 67°
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1. HANDICAP SYMBOLS SHALL BE PAINTED ON HANDICAP SYMBOLS SHALL BE PAINTED ON PAVEMENT IN EACH HANDICAP PARKING SPACE. 2. HANDICAP SYMBOL SHALL HAVE A HANDICAP SYMBOL SHALL HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND BETWEEN 1:5 AND 1:10. 3. ALL PAVEMENT MARKING INSTALLATIONS SHALL ALL PAVEMENT MARKING INSTALLATIONS SHALL CONFORM TO THE MUTCD, LATEST EDITION. 4. ALL HANDICAP PARKING SPACES SHALL BE ALL HANDICAP PARKING SPACES SHALL BE MARKED WITH A HANDICAP PARKING SIGN (R7-8) AS SHOWN. 5. BLUE PAINT TO BE "HANDICAP BLUE".BLUE PAINT TO BE "HANDICAP BLUE".
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TWO COATS BLUE REFLECTIVE PAINT
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RESERVED PARKING
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 2'-6"
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3'-6" (MIN.)
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PAVING
AutoCAD SHX Text 8" STANDARD STEEL PIPE FILLEDWITH CONCRETE, PROVIDE DOMED CEMENT WASH CAP, PAINT PIPE (2) COATS TRAFFIC YELLOW.
AutoCAD SHX Text 2" x 2" x 0.188" STEEL TUBE (TO BE GALVANIZED OR PAINTED) AND EXTENDED INTO CONCRETE FILLED PIPE 2'-0". PROVIDE WELDED WATERTIGHT CAP.
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1'-6" 4,000 PSI CONCRETE REQ'D.
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VAN ACCESSIBLE
AutoCAD SHX Text R7-8 (RESERVED PARKING) SIGN (GREEN AND BLUE ON WHITE) AND R7-8a (VAN ACCESSIBLE) SIGN WHERE APPLICABLE. BOLT TO STEEL TUBE WITH " CADIUM PLATED BOLTS, 12" CADIUM PLATED BOLTS, NUTS, AND WASHERS. MOUNT SIGNS BACK TO BACK WHERE APPLICABLE.
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ENGINEER
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7D1.2
CONSTRUCTION DETAILSSOUTHWEST MISSISSIPPI REGIONAL
MEDICAL CENTER
PARKING LOT IMPROVEMENTS
MCCOMB, MS
INTEGRAL CONCRETE CURB AND SIDEWALK
SIDEWALK CONTRACTION JOINT DETAIL SIDEWALK EXPANSION JOINT DETAIL
NEW ASPHALT PAVEMENT SECTION EXISTING ASPHALT PAVEMENT SECTION
AutoCAD SHX Text
DRAWING INFORMATION
AutoCAD SHX Text
%%UNOTICE TO DRAWING HOLDER
AutoCAD SHX Text
NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE
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ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE
AutoCAD SHX Text
OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD
AutoCAD SHX Text
NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER
AutoCAD SHX Text
PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN
AutoCAD SHX Text
VERIFICATION OR ADAPTATION BY THE ENGINEER, SHALL BE AT THE
AutoCAD SHX Text
REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
AutoCAD SHX Text
HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND
AutoCAD SHX Text
EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR
AutoCAD SHX Text
RESULTING THEREFROM.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
NO.
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BY
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DATE
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CHKD:
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DRWN:
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DATE:
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DATE:
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QA/QC:
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DATE:
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DESCRIPTION
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SCALE:
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N-S PROJECT NO.:
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FILENAME:
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SURVEYED BY:
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DSGN:
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DATE:
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WORKING NUMBER:
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DRAWING NUMBER:
AutoCAD SHX Text Details.dwg
AutoCAD SHX Text 20961
AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
AutoCAD SHX Text
GBS
AutoCAD SHX Text
MJP
AutoCAD SHX Text 7-27-26
AutoCAD SHX Text 7-27-26
AutoCAD SHX Text y:\projects\0020000\0020500\20961 parking log improvements - smrmc\design\plans\details.dwg
AutoCAD SHX Text
8/21/2026 10:33 AM
AutoCAD SHX Text 24"
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4000 PSI CONCRETE
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SLOPE 2% MAX
AutoCAD SHX Text 8"
AutoCAD SHX Text 6"
AutoCAD SHX Text 18"
AutoCAD SHX Text 4"
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NOT TO SCALE
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COMPACTED SUBGRADE
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#4 BAR
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#4 BAR
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#4 BARS @ 12" O.C.
AutoCAD SHX Text 1"R
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ISOLATION JOINT REQUIRED FOR CONCRETE
AutoCAD SHX Text 1/2" THICK COMPRESSIBLE FILLER WHERE SIDEWALK IS ADJACENT TO OTHER CONCRETE STRUCTURES OR PAVEMENTS.
AutoCAD SHX Text NOTES: 1. PROVIDE 1/4" WIDE BY 1" DEEP CONTRACTION PROVIDE 1/4" WIDE BY 1" DEEP CONTRACTION JOINTS PERPENDICULAR TO FACE CURB AT REGULAR 6' SPACING. ADJUST SPACING OF JOINTS AT END OF SIDEWALK RUN TO CREATE A UNIFORM APPEARANCE IN JOINT SPACING. 2. PROVIDE SIDEWALK SURFACES WITH A TEXTURED PROVIDE SIDEWALK SURFACES WITH A TEXTURED BROOM FINISH APPLIED PERPENDICULAR TO FACE OF CURB. FINISH CURBED PORTION WITH A SMOOTH FLOAT FINISH.
AutoCAD SHX Text 6"
AutoCAD SHX Text 2"
AutoCAD SHX Text
COMPACTED AGGREGATE SUBGRADE
AutoCAD SHX Text 12"
AutoCAD SHX Text 4"
AutoCAD SHX Text
14" GROOVE
AutoCAD SHX Text 1"
AutoCAD SHX Text 4"
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GRADE AND COMPACT EXISTING GROUND
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
EXPANSION JOINT @ 30'-0" C-C ( " PREMOLDED 12" PREMOLDED BITUMINOUS FIBRE BOARD)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text 4" GRANULAR FILL COMPACTED TO A MINIMUM OF 98% STD PROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT.
AutoCAD SHX Text COMPACTED SELECT FILL TO A MINIMUM OF 95% STD PROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT OR 6" SCARIFIED AND COMPACTED EXISTING SUBGRADE.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
EXISTING ASPHALT PAVEMENT TO REMAIN IN PLACE
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EXISITNG SUBBASE TO REMAIN IN PLACE
AutoCAD SHX Text 30583
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text G
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AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text P
AutoCAD SHX Text P
| Sheets and Views |
| Cover - G0.00 |
| 2 G1.0 - GENERAL NOTES |
| 3 C1.1 - EXISTING CONDITIONS |
| 4 C1.2 - PROPOSED LAYOUT |
| 5 C1.3 - GRADING |
| 6 D1.1 - CONST. DETAILS |
| 7 D1.2 - CONST. DETAILS |
File details come from the government source that posted it. Updated .