AMEND 05 - CIVIL_638 Parking Structure.pdf

3 MB Posted

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

About this file

Written by GovTribe AI ·

This is a set of architectural construction drawings for Project P-683 Parking Structure, prepared by Naval Facilities Engineering Systems Command Southeast (NAVFAC SE). The drawings comprise multiple sheets (C202, C205, C206, C305, C405, C502, C508) showing the parking structure design across different levels and including detailed technical specifications.

The drawings present comprehensive site plans, floor plans, and utility layouts for a multi-level parking structure. Key elements include parking space configurations, vehicular circulation patterns, pedestrian access routes, and accessible parking accommodations with associated signage and symbols. The structural documentation incorporates building integration details showing connections to adjacent structures (Building 226, Building 227, Building 7H) and existing site features. Utility systems depicted include drainage plans with hose bibs, sanitary sewer lines, storm sewer systems, electrical conduits, and PVC pipe restraint joint schedules. Mechanical details address restraint systems, valve configurations, and infrastructure connections. The drawings include general notes referencing erosion control requirements, permanent bollards, automated gate equipment specifications, and various surface treatments including asphalt pavement, concrete curbs, and striping specifications. Amendment 05 represents the current revision status of these plans. The documents serve as construction and installation guides for the parking structure project and are intended for implementation by contractors and engineering personnel assigned to the naval facility.

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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
AMEND 06 - CIVIL_638 Parking Structure.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
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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41369201FA001_FA001.PDF PDF
41369201ET110_ET110.PDF PDF
41369201E-503_E-503.PDF PDF
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BUILDING 226

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PARKING GARAGE 839 VEHICLES

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6' CONCRETE 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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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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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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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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JACKSONVILLE, FLORIDA

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AGGREGATE PAVEMENT DETAIL A6/C501

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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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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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D. WALTER

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1. FIELD VERIFY EXACT LOCATION, INVERTS, AND SIZES OF EXISTING UTILITY FIELD VERIFY EXACT LOCATION, INVERTS, AND SIZES OF EXISTING UTILITY LINES AND STRUCTURES EFFECTED BY CONSTRUCTION ACTIVITIES. SOME UTILITY INFORMATION SHOWN ARE BASED ON INSTALLATION/GIS PROVIDED DATA AND SHOWN ONLY AS A REFERENCE. 2. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING UTILITIES TO CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING UTILITIES TO REMAIN. COORDINATE WITH INSTALLATION PWD AND UTILITY MANAGER PRIOR TO CONSTRUCTION. 3. WATER MAINS MUST BE LAID TO PROVIDE HORIZONTAL DISTANCE OF AT WATER MAINS MUST BE LAID TO PROVIDE HORIZONTAL DISTANCE OF AT LEAST THREE (3) FEET BETWEEN OUTSIDE OF ANY EXISTING OR PROPOSED STORM AND SANITARY SEWER. 4. WATER MAINS MUST BE LAID WITH A MINIMUM OF THREE (3) FEET OF WATER MAINS MUST BE LAID WITH A MINIMUM OF THREE (3) FEET OF COVER BETWEEN TOP OF PIPE AND FINISHED GRADE. 5. REFER TO ELECTRICAL, MECHANICAL, AND PLUMBING (MEP) ENGINEERING REFER TO ELECTRICAL, MECHANICAL, AND PLUMBING (MEP) ENGINEERING DRAWINGS FOR OVERHEAD, UNDERGROUND UTILITY, ELECTRICAL, AND TELECOM CONNECTIONS (INCLUDING EQUIPMENT) TO THE BUILDING. 6. THE MWR BOAT STORAGE FACILITY WILL ACCOMMODATE WATER SERVICE THE MWR BOAT STORAGE FACILITY WILL ACCOMMODATE WATER SERVICE FOR WASHDOWN UTILIZING HOSE BIB CONNECTIONS IN DEPICTED AREAS. THE CONTRACTOR MUST COORDINATE WITH NAS JAX UTILITY MANAGEMENT AND PWD FOR PROPER CONNECTION. 7. MAINTAIN A 30" MIN. COVER FOR WATER, SANITARY, AND FIRE UTILITIES. MAINTAIN A 30" MIN. COVER FOR WATER, SANITARY, AND FIRE UTILITIES. 8. MAINTAIN A 24" MIN. COVER FOR ELECTRICAL AND COMMUNICATIONS MAINTAIN A 24" MIN. COVER FOR ELECTRICAL AND COMMUNICATIONS UTILITIES. 9. THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED AT ALL TEES, THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED AT ALL TEES, BENDS, OR ELBOWS OF PRESSURIZED PIPING IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS, AND MANUFACTURER'S RECOMMENDATIONS. 10. ALL UTILITIES MUST MAINTAIN A 10' MIN. FROM BUILDING FOUNDATIONS. ALL UTILITIES MUST MAINTAIN A 10' MIN. FROM BUILDING FOUNDATIONS. 11. CONTRACTOR MUST COORDINATE THE INSTALLATION, TESTING, AND CONTRACTOR MUST COORDINATE THE INSTALLATION, TESTING, AND INSPECTION OF ALL DOMESTIC WATER AND FIRE SYSTEMS WITH THE ASSOCIATED UTILITY COMPANIES AND AGENCIES.

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HOSE BIB. SEE DETAIL 4/C508.

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22 LF 8" PVC SANITARY SEWER @ 0.50%

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1. FIELD VERIFY EXISTING SURVEY ELEVATIONS, STRUCTURE DATA, FIELD VERIFY EXISTING SURVEY ELEVATIONS, STRUCTURE DATA, BENCHMARKS, AND TOPOGRAPHY PRIOR TO CONSTRUCTION. 2. REMOVE ALL UNSUITABLE MATERIALS PER GEOTECHNICAL REPORT REMOVE ALL UNSUITABLE MATERIALS PER GEOTECHNICAL REPORT AND BACKFILL WITH SUITABLE MATERIAL, INCLUDING BUILDING FOOTPRINTS. 3. IMMEDIATELY STABILIZE ALL DISTURBED SOIL DURING AND AFTER IMMEDIATELY STABILIZE ALL DISTURBED SOIL DURING AND AFTER GRADING TO PREVENT EROSION AND DAMAGE TO EXISTING FACILITIES AND ROADWAYS. 4. ALL SPOT ELEVATIONS ARE EDGE OF PAVEMENT OR FACE OF CURB ALL SPOT ELEVATIONS ARE EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED. 5. ALL SIDEWALK SLOPES SHALL NOT EXCEED 2% CROSS SLOPE AND ALL SIDEWALK SLOPES SHALL NOT EXCEED 2% CROSS SLOPE AND 5% LONGITUDINAL SLOPE. IF CONTRACTOR IS UNABLE TO ACHIEVE THIS SLOPE, CONTACT THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. 6. ALL CURB RAMPS SHALL BE IN ACCORDANCE WITH ABA AND ADA ALL CURB RAMPS SHALL BE IN ACCORDANCE WITH ABA AND ADA STANDARDS. 7. SEE SHEET C207 FOR CONCRETE JOINTING PLAN. SEE SHEET C207 FOR CONCRETE JOINTING PLAN. 8. SEE SHEET C451 FOR STORM SEWER PROFILE. SEE SHEET C451 FOR STORM SEWER PROFILE. 9. SEE SHEET C452 FOR TYPICAL CROSS SECTIONS.SEE SHEET C452 FOR TYPICAL CROSS SECTIONS.

AutoCAD SHX Text MATCH EXISTING GRADE 2% MAX. CROSS SLOPE GRADE AT 4:1 MAX. SLOPE STORM SEWER TYPE "C" INLET. SEE DETAIL 1/C504. STORM SEWER TYPE "E" INLET. SEE DETAIL 2/C504. RIP-RAP APRON. SEE DETAIL 4/C505. STORM SEWER MANHOLE. SEE DETAIL 1/C505. CURB INLET. SEE DETAIL 2/C505. FLUSH SIDEWALK WITH PAVEMENT SAW-CUT EXIST. STORM PIPE AND CONNECT CATCH BASIN OR MANHOLE. PROVIDE WATER-TIGHT SEAL PER SPECIFICATIONS. ELECTRICAL EQUIPMENT PAD. SEE ELECTRICAL PLANS. RAISED 6" RAISED CONCRETE ISLAND

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RANGER ST

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GRASS AREA

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CONC SIDEWALK

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6' CHAIN-LINK FENCE

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6' CHAIN-LINK FENCE

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RANGER STREET

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ASPHALT ROAD

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ASPHALT ROAD

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RIP RAP

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4" PVC

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4" PVC

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4" PVC

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18" DI

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6" PVC

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6" PVC

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DRAINAGE MANHOLE TOP 13.28 N INV. 6.45 S INV. 6.45

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HEADWALL INV. 5.28

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FLUME

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12" RCP

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ASPHALT ROAD

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RIP RAP

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DRAINAGE MANHOLE TOP 13.28 N INV. 6.45 S INV. 6.45

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HEADWALL INV. 5.28

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FLUME

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D-09 GRATE = 9.77 N INV. = 6.29

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55 LF 15" RCP @ 0.30%

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D-10 GRATE = 12.00 E INV. = 5.51 NW INV. = 5.51

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D-08 GRATE = 9.88 S INV. 5.88 E INV. 6.13

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86 LF 18" RCP @ 0.30%

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AMENDMENT 05 - ADD KEY NOTE # 12

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GRADING AND DRAINAGE PLAN

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AS SHOWN

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DEPARTMENT OF THE NAVY

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DESCRIPTION

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DATE

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DRAWFORM REVISION: 7 AUGUST 2009

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC / B.L.T.L.

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SEAL

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A/E INFO

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OF

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EPROJECT NO.:

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NAVAL AIR STATION JACKSONVILLE

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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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PROJECT MANAGER

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D. DRDLA

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CHIEF ENG/ARCH

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FIRE PROTECTION

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J. HIGGINS

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FRONT VIEW

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NOTE: 7/8" DIAMETER HOLE SHALL BE DRILLED INTO THE CONCRETE PAVEMENT

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PERMANENT BOLLARD

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GRADE SURFACE

AutoCAD SHX Text LOCATION NOTES: 1. THIS DETAIL APPLIES ONLY TO BOLLARDS LOCATED ON THE SITE. THIS DETAIL APPLIES ONLY TO BOLLARDS LOCATED ON THE SITE. REFER TO STRUCTURAL DETAILS FOR CONSTRUCTION OF BOLLARDS LOCATED IMMEDIATELY ADJACENT TO THE BUILDING OR STRUCTURAL COLUMNS. 2. BOAT STORAGE AREA WHERE SHOWN: BOLLARDS PLACED NEAR GATE BOAT STORAGE AREA WHERE SHOWN: BOLLARDS PLACED NEAR GATE BOLLARDS PLACED NEAR GATE TO PROTECT AUTOMATED GATE EQUIPMENT. PLACEMENT PER GATE MANUFACTURER RECOMMENDATIONS. 3. ELECTRICAL TRANSFORMERS WHERE SHOWN: OFFSET 3-FT MIN. FROM ELECTRICAL TRANSFORMERS WHERE SHOWN: OFFSET 3-FT MIN. FROM OFFSET 3-FT MIN. FROM EQUIPMENT PAD AND SPACED 54-IN. APART. DO NOT LOCATE IN FRONT OF TRANSFORMER DOOR OPENINGS. BE CAUTIOUS OF EXISTING UNDERGROUND UTILITIES.

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ACCESSIBLE SIGN

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NOTE: SIGN SHALL CONFORM TO MUTCD R7-8 R7-8P VAN ACCESSIBLE

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BREAKAWAY DETAIL

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3/8" DIA. HEX NUT HEAD BOLT W/HEX NUT AND WASHERS

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2-1/2" ,12 GAUGE

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FINISHED GRADE

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2-1/4" ,12 GAUGE

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FINISHED GRADE

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BREAKAWAY POST

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3" DOME FILL POST WITH CONCRETE0

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PAINTED YELLOW

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6" DIAMETER- SCHEDULE 40 STEEL PIPE

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CONCRETE FOOTING

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1" CROWN

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FACE OF CURB OR EDGE OF PAVEMENT

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2 #4 BARS CONTINUOUS

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TOP OF REINFORCING BAR FLUSH WITH TOP OF CONCRETE

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3/4" DIA. REINFORCING BAR, IMBED 18" INTO SUBGRADE

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78" DIA. HOLE

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TURN LANE-USE ARROW

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CENTERLINE OF TRAVEL LANE

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TURN AND THROUGH LANE-USE ARROW

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CENTERLINE OF TRAVEL LANE

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SIGN

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NOTE: SIGN SHALL CONFORM TO MUTCD

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BREAKAWAY DETAIL

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3/8" DIA. HEX NUT HEAD BOLT W/HEX NUT AND WASHERS

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2-1/2" ,12 GAUGE

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FINISHED GRADE

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2-1/4" ,12 GAUGE

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FINISHED GRADE

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BREAKAWAY POST

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EDGE OF CURB RAMP OR SIDEWALK

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EDGE OF CURB RAMP OR SIDEWALK

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NOTES: 1. ALL STRIPING TO BE WHITE, ALL STRIPING TO BE WHITE, THERMOPLASTIC

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EDGE OF CURB RAMP OR SIDEWALK

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EDGE OF CURB RAMP OR SIDEWALK

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NOTES: 1. ALL STRIPING TO BE WHITE, ALL STRIPING TO BE WHITE, THERMOPLASTIC

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SPECIAL EMPHASIS AND

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SPECIAL EMPHASIS

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STANDARD

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HANDICAP PARKING SYMBOL

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CURB LINE OR END OF PARKING SPACE

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CENTERLINE OF PARKING SPACE

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12" GRID

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3 EACH 6" WHITE @ 60 DEGREES EQUALLY SPACED

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WHITE

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12:1 SLOPE (MAX.) (TYPICAL - PER ABA)

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BLUE

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SIGN NO. FTP-25

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WHEEL STOP (TYP.)

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VAN 11' (MIN.)

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18.5' (MIN.)

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5' (MIN.)

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CAR 8' (MIN.)

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DEPARTMENT OF THE NAVY

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AMENDMENT 05 - REVISED DETAIL 1/C502 & 7/C502

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SITE CONSTRUCTION DETAILS

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NAVAL AIR STATION JACKSONVILLE

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JACKSONVILLE, FLORIDA

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DESIGN MANAGER

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PVC PIPE RESTRAINT NOTES: 1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS INDICATED ON THE ABOVE SCHEDULE, AT A MINIMUM. 2. ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=150PSI, SOIL=GM ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=150PSI, SOIL=GM OR SM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE OR 36 INCHES FOR 24" AND LARGER PIPE SIZE. 3. BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING. BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 4. VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE UPPER (TOP) LEVEL. Li IS THE RESTRAINED LENGTH FOR THE LOWER (DEEPER) LEVEL. ASSUME 45 DEGREE BENDS. 5. TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN). SEE SCHEDULE ABOVE FOR RESTRAINT LENGTH ON TEE "BRANCH" LINE. 6. HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT (MIN). HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT (MIN). 7. THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS (DR-18 & 25 PIPE) THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS (DR-18 & 25 PIPE) SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICH INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS. THESE NUTS SHOULD ONLY BE SNUG TIGHT. THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A FAILURE AT THE BELL RESULTING IN A SERVICE OUTAGE.

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NOMINAL PIPE SIZE (IN.)

AutoCAD SHX Text

90°BENDS L (FT.)

AutoCAD SHX Text

45°BENDS L (FT.)

AutoCAD SHX Text

22.5°BENDS L (FT.)

AutoCAD SHX Text

11.25°BENDS L (FT.)

AutoCAD SHX Text

HORIZONTAL BENDS

AutoCAD SHX Text

L (FT.)

AutoCAD SHX Text

L (FT.)

AutoCAD SHX Text

REDUCERS

AutoCAD SHX Text

L (FT.)

AutoCAD SHX Text

VALVES OR DEAD ENDS

AutoCAD SHX Text

SIZE (IN.)

AutoCAD SHX Text

L (FT.)

AutoCAD SHX Text 6x4

AutoCAD SHX Text

AutoCAD SHX Text 8x6

AutoCAD SHX Text

AutoCAD SHX Text 8x4

AutoCAD SHX Text

AutoCAD SHX Text 10x8

AutoCAD SHX Text

AutoCAD SHX Text 10x6

AutoCAD SHX Text

AutoCAD SHX Text 12x10

AutoCAD SHX Text

AutoCAD SHX Text 12x8

AutoCAD SHX Text

AutoCAD SHX Text 16x12

AutoCAD SHX Text

AutoCAD SHX Text 16x10

AutoCAD SHX Text

AutoCAD SHX Text 20x18

AutoCAD SHX Text

AutoCAD SHX Text 20x16

AutoCAD SHX Text

AutoCAD SHX Text 20x12

AutoCAD SHX Text

AutoCAD SHX Text 24x20

AutoCAD SHX…

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