AMEND 06 - CIVIL_638 Parking Structure.pdf

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Attached to
P683 Aircraft Engine Repair Facility, NAS Jacksonville, FL
Solicitation number
N6945026R0005
Issued by

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These are architectural drawing sheets for a parking structure project (P-683) under Naval Facilities Engineering Systems Command Southeast. Sheet C202 presents a site plan view showing the parking garage layout accommodating 839 vehicles, adjacent buildings (226, 7H), and various site infrastructure including curbs, pavement markings, striping details, and drainage features. Sheet C204 continues the site plan with a matchline reference to C202, depicting additional parking garage sections, Building 85, and associated site work details.

The drawings contain general notes referencing Sheet C100 for limits of work and erosion control plans, specifications for permanent bollards, automated gate equipment, and paint striping standards. Key notes indicate that outer pan shall slope in the direction of adjacent asphalt/concrete, and that concrete and asphalt surfaces must meet specified slope requirements for drainage. The documents reference electrical engineering drawings for site lighting, photometric layouts, and underground electrical specifications, plus a concrete coating plan on Sheet C227. Amendment 06 is noted on both sheets. The drawings are technical construction documents providing detailed specifications for parking structure design, site layout, materials, finishes, and installation requirements for various site components including concrete curbs, pavement markings, security fencing, and drainage systems.

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Other files

File Type Posted
Electrical P683 Parking Structure.pdf PDF
26 12 19 Amendment 09 Rev 8.pdf PDF
Solicitation Amendment N6945026R00050009 SF 30.pdf PDF
FX001.pdf PDF
P683 Amendment 0008 Specs.pdf PDF
Solicitation Amendment N6945026R00050008 SF 30.pdf PDF
P683 Amendment 0008 Continuation Sheet.pdf PDF
Monitoring Well OU3E-MW4.pdf PDF
P683 Amendment 0008 Drawings.pdf PDF
P683 price_schedule.pdf PDF
P683 Amendment 0007 Specs.pdf PDF
P683 Amendment 0007 Drawings.pdf PDF
P683 Amendment 0007 Continuation Sheet.pdf PDF
Solicitation Amendment N6945026R00050007 SF 30.pdf PDF
Solicitation Amendment N6945026R00050006 SF 30.pdf PDF
P683 Amendment 0006 Drawings.pdf PDF
Solicitation Amendment N6945026R00050006 SF 30_PIEE CNFMN.pdf PDF
Amendment 0006 - ARCH Dwgs.pdf PDF
P683 Amendment 0006 Specs 07 42 13 23.pdf PDF
Section 07 19 00 - Water Repellents.pdf PDF
P683 Amendment 0006 Continuation Sheet.pdf PDF
07 42 13_Metal Wall Panels.pdf PDF
Amendment 0006 Attachment.pdf PDF
P683 Amendment 0005 Specs.pdf PDF
P683 Amendment 0005 Drawings.pdf PDF
AMEND 05 - CIVIL_638 Parking Structure.pdf PDF
Solicitation Amendment N6945026R00050005 SF 30.pdf PDF
P683 Amendment 0005 Continuation Sheet.pdf PDF
31 63 16.pdf PDF
AMENDMENT 0004 - ARCH sht A145.pdf PDF
P683 bid_schedule.docx DOCX document
07 19 00 - WATER REPELLENTS.pdf PDF
Solicitation Amendment N6945026R00050004 SF 30.pdf PDF
FDOT FY 2026-27 Ebook.pdf PDF
P683 Amendment 0003 Continuation Sheet.pdf PDF
P683 Amendment 0003 Specs.pdf PDF
Solicitation Amendment N6945026R00050003 SF 30.pdf PDF
649-030.pdf PDF
C003 OVERALL PROJECT MAP-REV.pdf PDF
649-031.pdf PDF
P683 Amendment 0003 Drawings.pdf PDF
41369201ET111_ET111.PDF PDF
M-111.pdf PDF
AMD posted in PIEE but failed SAM.pdf PDF
41369201S-101_S-101.PDF PDF
41369201-A110_A-110.PDF PDF
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41369201ET110_ET110.PDF PDF
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BUILDING 226

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BUILDING 7H

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BUILDING 6F

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BUILDING 781

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ROMEO ROAD

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BUILDING 6G

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PARKING GARAGE 839 VEHICLES

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MBI SITE LIMITS

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6' CONCRETE SIDEWALK

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6' CONC. SIDEWALK

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6' CONCRETE SIDEWALK

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10' CONC. SIDEWALK

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10' CONC. SIDEWALK

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1. REFER TO SHEET C100 FOR LIMITS OF WORK AND EROSION CONTROL REFER TO SHEET C100 FOR LIMITS OF WORK AND EROSION CONTROL PLAN. 2. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 3. GUTTER PAN SHALL SLOPE IN THE SAME DIRECTION AS THE ADJACENT GUTTER PAN SHALL SLOPE IN THE SAME DIRECTION AS THE ADJACENT ASPHALT/CONCRETE. 4. ALL SIDEWALKS SLOPES SHALL NOT EXCEED 2% CROSS SLOPE AND 5% ALL SIDEWALKS SLOPES SHALL NOT EXCEED 2% CROSS SLOPE AND 5% LONGITUDINAL SLOPE. IF CONTRACTOR IS UNABLE TO ACHIEVE THIS, NOTIFY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. 5. ALL CURB RAMPS AND WALKWAYS SHALL BE INACCORDANCE TO FEDERAL ALL CURB RAMPS AND WALKWAYS SHALL BE INACCORDANCE TO FEDERAL ABA AND ADA STANDARDS. 6. REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR SITE REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR SITE LIGHTING/PHOTOMETRIC LAYOUT, OVERHEAD, UNDERGROUND ELECTRICAL, TELECOM, AND POWER LINE CONNECTIONS (INCLUDING EQUIPMENT) TO THE BUILDING. 7. ALL DETECTABLE WARNING STRIPS TO BE 2' DEPTH. ALL DETECTABLE WARNING STRIPS TO BE 2' DEPTH. 8. ALL PARKING SPACE STRIPING ON THIS SHEET FOR REFERENCE ONLY. NO ALL PARKING SPACE STRIPING ON THIS SHEET FOR REFERENCE ONLY. NO STRIPING TO BE PAINTED. 9. ALL STOP BAR STRIPING TO BE A MIN. OF 4' FROM EDGE OF PAINT TO ALL STOP BAR STRIPING TO BE A MIN. OF 4' FROM EDGE OF PAINT TO THE EDGE OF CROSSWALK PAINT, UNLESS OTHERWISE NOTED. 10. SEE SHEET C207 FOR CONCRETE JOINTING PLAN.SEE SHEET C207 FOR CONCRETE JOINTING PLAN.

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GENERAL NOTES

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AutoCAD SHX Text ATFP 33' UNOBSTRUCTED SPACE 18" WHITE STOP BAR STRIPING AND STOP SIGN, R1-1, 30" (TYP.) WHITE CROSS WALK STRIPING. SEE DETAIL 5/C503. 6" DOUBLE YELLOW STRIPING. SKIP 6'-10' OR 10'-30' WHERE SHOWN. WHITE TURN ARROWS. SEE DETAIL 5/C502 AND 6/C502 6" WHITE STRIPING. SKIP 6'-10' WHERE SHOWN. 6" WHITE STRIPING. SKIP 2'-4' WHERE SHOWN. ADA PARKING SPACE AND SIGN. SEE DETAIL 1/2/3/C502 DETECTABLE WARNING STRIP. SEE DETAIL 1/C503. PEDESTRIAN CROSSING SIGN, W11-2 & W16-7PL (TYP.) CONCRETE WHEEL STOP. SEE DETAIL 8/C502 STANDARD CONCRETE CURB & GUTTER DETAIL 11/C501 HEADER CURB. SEE DETAIL 1/C501. DO NOT ENTER SIGN, R5-1, 30" BRICK PAVERS. SEE DETAIL 2/C501. CONCRETE SIDEWALK. SEE DETAIL 16/C501. HEAVY DUTY CONCRETE PAVEMENT. SEE DETAIL 5/C501. ASPHALT PAVEMENT. SEE DETAIL 10/C501. HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL 14/C501. CONNECT TO EXISTING PAVEMENT. CONNECT TO EXISTING SIDEWALK. NOT APPLICABLE FLUSH SIDEWALK. SEE GRADING AND DRAINAGE PLAN. STANDARD DUTY CONCRETE PAVEMENT. SEE DETAIL 4/C501. CONCRETE DROP CURB. SEE DETAIL 15/C501 CHAIN LINK SECURITY FENCE & SLIDING GATE 3/C503, 4/C503, 5/C503

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KEY NOTES

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AMENDMENT 02 - DELETE KEY NOTE 22

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SITE PLAN

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DEPARTMENT OF THE NAVY

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FOR COMMANDER NAVFAC

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NAVAL AIR STATION JACKSONVILLE

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JACKSONVILLE, FLORIDA

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DESIGN MANAGER

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D. WALTER

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CHIEF ENG/ARCH

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BUILDING 85

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PARKING GARAGE 839 VEHICLES

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82' ATFP LIMIT

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6' CONCRETE SIDEWALK

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1. REFER TO SHEET C100 FOR LIMITS OF WORK AND EROSION CONTROL REFER TO SHEET C100 FOR LIMITS OF WORK AND EROSION CONTROL PLAN. 2. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 3. GUTTER PAN SHALL SLOPE IN THE SAME DIRECTION AS THE ADJACENT GUTTER PAN SHALL SLOPE IN THE SAME DIRECTION AS THE ADJACENT ASPHALT/CONCRETE. 4. ALL SIDEWALKS SLOPES SHALL NOT EXCEED 2% CROSS SLOPE AND 5% ALL SIDEWALKS SLOPES SHALL NOT EXCEED 2% CROSS SLOPE AND 5% LONGITUDINAL SLOPE. IF CONTRACTOR IS UNABLE TO ACHIEVE THIS, NOTIFY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. 5. ALL CURB RAMPS AND WALKWAYS SHALL BE INACCORDANCE TO FEDERAL ALL CURB RAMPS AND WALKWAYS SHALL BE INACCORDANCE TO FEDERAL ABA AND ADA STANDARDS. 6. REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR SITE REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR SITE LIGHTING/PHOTOMETRIC LAYOUT, OVERHEAD, UNDERGROUND ELECTRICAL, TELECOM, AND POWER LINE CONNECTIONS (INCLUDING EQUIPMENT) TO THE BUILDING. 7. ALL DETECTABLE WARNING STRIPS TO BE 2' DEPTH. ALL DETECTABLE WARNING STRIPS TO BE 2' DEPTH. 8. ALL PARKING SPACE STRIPING ON THIS SHEET FOR REFERENCE ONLY. NO ALL PARKING SPACE STRIPING ON THIS SHEET FOR REFERENCE ONLY. NO STRIPING TO BE PAINTED. 9. ALL STOP BAR STRIPING TO BE A MIN. OF 4' FROM EDGE OF PAINT TO ALL STOP BAR STRIPING TO BE A MIN. OF 4' FROM EDGE OF PAINT TO THE EDGE OF CROSSWALK PAINT, UNLESS OTHERWISE NOTED. 10. SEE SHEET C207 FOR CONCRETE JOINTING PLAN.SEE SHEET C207 FOR CONCRETE JOINTING PLAN.

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GENERAL NOTES

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KEY NOTES

AutoCAD SHX Text ATFP 33' UNOBSTRUCTED SPACE 18" WHITE STOP BAR STRIPING AND STOP SIGN, R1-1, 30" (TYP.) WHITE CROSS WALK STRIPING. SEE DETAIL 5/C503. 6" DOUBLE YELLOW STRIPING. SKIP 6'-10' OR 10'-30' WHERE SHOWN. WHITE TURN ARROWS. SEE DETAIL 5/C502 AND 6/C502 6" WHITE STRIPING. SKIP 6'-10' WHERE SHOWN. 6" WHITE STRIPING. SKIP 2'-4' WHERE SHOWN. ADA PARKING SPACE AND SIGN. SEE DETAIL 1/2/3/C502 DETECTABLE WARNING STRIP. SEE DETAIL 1/C503. PEDESTRIAN CROSSING SIGN, W11-2 & W16-7PL (TYP.) CONCRETE WHEEL STOP. SEE DETAIL 8/C502 STANDARD CONCRETE CURB & GUTTER DETAIL 11/C501 HEADER CURB. SEE DETAIL 1/C501. DO NOT ENTER SIGN, R5-1, 30" BRICK PAVERS. SEE DETAIL 2/C501. CONCRETE SIDEWALK. SEE DETAIL 16/C501. HEAVY DUTY CONCRETE PAVEMENT. SEE DETAIL 5/C501. ASPHALT PAVEMENT. SEE DETAIL 10/C501. HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL 14/C501. CONNECT TO EXISTING PAVEMENT. CONNECT TO EXISTING SIDEWALK. NOT APPLICABLE FLUSH SIDEWALK. SEE GRADING AND DRAINAGE PLAN. STANDARD DUTY CONCRETE PAVEMENT. SEE DETAIL 4/C501. CONCRETE DROP CURB. SEE DETAIL 15/C501 CHAIN LINK SECURITY FENCE & SLIDING GATE 3/C503, 4/C503, 5/C503

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AMENDMENT 02 - DELETE KEY NOTE 22

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AMENDMENT 05 - ADD KEY NOTE # 27 & 28

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FOR COMMANDER NAVFAC

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NAVAL AIR STATION JACKSONVILLE

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JACKSONVILLE, FLORIDA

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D. WALTER

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