W912QR24R0015_Plans-0002.pdf

PDF 18 MB Posted Apr 11, 2024

Attached to: Design/Bid/Build Construction of Camp Pendleton Area Maintenance Support Activity (AMSA) and Vehicle Maintenance Shop (VMS)
Solicitation number: W912QR24R0015
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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Written by GovTribe AI · Apr 11, 2024

This document is a Request for Proposal (RFP) for the Design-Bid-Build construction of a collocated Area Maintenance Support Activity (AMSA) and Vehicle Maintenance Shop (VMS) located on Camp Pendleton, CA for the U.S. Army Reserves. The project requires constructing a 15,000 square foot AMSA and VMS, with supporting facilities including land clearing, vehicle wash rack/platform, bi-level equipment loading ramp, fencing, general site improvements, and utility connections. The project also includes disposing/demolishing four existing buildings totaling 6,774 square feet. The contract duration is 900 calendar days from contract award. The solicitation is issued by the Department of the Army Corps of Engineers Engineering District Louisville. The project is designed to meet a minimum 40-year life, with energy efficiency and integrated building systems performance requirements.

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File	Type	Posted
W912QR24R0015_Specs_Vol1-0003.pdf	PDF	Apr 22, 2024
W912QR24R0015_Plans-0003.pdf	PDF	Apr 22, 2024
W912QR24R0015_Specs_Vol2-0003.pdf	PDF	Apr 22, 2024
W912QR24R0015_Specs-0002.pdf	PDF	Apr 11, 2024
W912QR24R0015_Specs_Vol2-0001.pdf	PDF	Mar 25, 2024
W912QR24R0015_Plans_Vol2-0001.pdf	PDF	Mar 25, 2024
W912QR24R0015_Specs_Vol1-0001.pdf	PDF	Mar 25, 2024
W912QR24R0015_Plans_Vol1-0001.pdf	PDF	Mar 25, 2024
Site Visit Sign-In Sheet (20 March 2024).pdf	PDF	Mar 21, 2024
W912QR24R0015_Specs_Vol1-0000.pdf	PDF	Feb 28, 2024
W912QR24R0015_Plans-0000.pdf	PDF	Feb 28, 2024
W912QR24R0015_Specs_Vol3-0000.pdf	PDF	Feb 28, 2024
W912QR24R0015_Specs_Vol2-0000.pdf	PDF	Feb 28, 2024

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CIVIL GENERAL NOTES

GENERAL NOTES:

1. PROVIDE CONSTRUCTION SECURITY FENCING AROUND THE PERIMETER OF THE SITE. THE EXISTING PERIMETER FENCE SURROUNDING THE PROJECT SITE MAY BE UTILIZED AS PART OF THE CONSTRUCTION SECURITY FENCE. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE EXISTING PERIMETER FENCE AND REPAIRING FENCE TO IT'S

ORIGINAL PRE-CONSTRUCTION CONDITION AFTER CONSTRUCTION COMPLETION.

2. CONTACT CULTURAL RESOURCES PROGRAM ARCHAEOLOGIST TO ENSURE AVOIDANCE OF IMPACT TO CULTURAL

RESOURCES PRIOR TO SELECTING A LAYDOWN SITE.

3. OBTAIN ANY NECESSARY PERMITS PRIOR TO THE START OF EXCAVATION.

4. EXCAVATED SOILS REMOVED FROM THIS SITE MUST BE TESTED TO DETERMINE THE APPROPRIATE DISPOSAL

LOCATION DUE TO THE KNOWN PRESENCE OF VARIOUS CONTAMINANTS IN THESE AREAS.

5. DEMOLITIONS WILL REQUIRE A 10-DAY ASBESTOS NOTIFICATION BE SUBMITTED TO RESPECTIVE DISTRICT

REGARDLESS IF ASBESTOS IS PRESENT.

6. COORDINATE ALL OUTAGES AND ITEMS BEING PROTECTED IN PLACE WITH NAVFAC.

7. WHEN NOTES WITHIN THIS SET OF DRAWINGS DIFFER FROM ONE ANOTHER OR THE TECHNICAL SPECIFICATIONS, THE MOST STRINGENT NOTE MUST GOVERN, UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.

8. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS ARE TO INCLUDE ALL LABOR, MATERIALS AND NECESSARY SERVICES TO EXECUTE THE WORK AS SHOWN, DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT

EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS.

9. COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS PERTINENT TO THE WORK. IMPROVEMENT AND GRADING WORKS MUST BE PERFORMED IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS; AND

REFERENCES OF THE UNIFIED FACILITIES CRITERIA.

10. VERIFY CONSISTENCY OF THE EXISTING CONDITIONS WITH WHAT IS SHOWN IN THE DESIGN DRAWINGS AND SPECIFICATIONS. REPORT ANY DISCREPANCY TO THE CONTRACTING OFFICER IMMEDIATELY AND AWAIT FURTHER

INSTRUCTIONS.

11. TAKE ALL POSSIBLE CARE TO PROTECT PERSONNEL AND ADJACENT PROPERTY AND TO ENSURE THE SAFETY OF

THOSE INVOLVED DIRECTLY OR INDIRECTLY WITH THE WORK.

12. PERFORM ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING, AND LIKE WORK NECESSARY TO RETURN ALL

SURFACES AFFECTED BY THE WORK TO THEIR ORIGINAL CONDITION.

13. DEMOLITION MUST BE TO THE LIMITS SHOWN ON THE PLANS. NEATLY DOUBLE SAW-CUT PAVEMENT AT THESE LIMITS

TO PROVIDE A CLEAN VERTICAL EDGE AND MINIMIZE DAMAGE TO PAVEMENTS TO REMAIN.

14. EXISTING PAVEMENT, LANDSCAPING, SURFACE OR SUBSURFACE FACILITIES, WITHIN OR ADJACENT TO THE WORK AREA OR INDICATED ON THE PLANS TO REMAIN, MUST BE PROTECTED FROM DAMAGE. ANY FACILITIES DAMAGED BY THE ACTIVITIES MUST BE IMMEDIATELY REPAIRED TO ITS ORIGINAL CONDITION AND THE SATISFACTION OF THE

CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.

15. ALL MATERIALS MUST BE NEW UNLESS NOTED OTHERWISE.

16. WRITTEN DIMENSIONS IN SCHEDULES AND DRAWINGS TAKE PRECEDENCE OVER SCALE DRAWINGS. DO NOT SCALE DRAWINGS. BRING ALL DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER AND AWAIT FURTHER

INSTRUCTIONS.

17. FULL SIZE ANSI D DRAWINGS SHEET MEASURES 22"X34". IF A SHEET MEASURES DIFFERENTLY THE SCALE MUST BE

ADJUSTED ACCORDINGLY.

18. A HOT-WORK PERMIT IS REQUIRED FOR ALL CUTTING, WELDING, SOLDERING AND BRAZING ACTIVITIES. COORDINATE

PRIOR TO AND UPON RECEIPT OF PERMIT WITH CONTRACTING OFFICER

19. OPEN FLAME OR BURNING OF TRASH MUST NOT BE PERMITTED.

20. COORDINATE THE CONSTRUCTION PHASES AND THE STAGING OF EACH PHASE. THE INDICATIONS ON THE DRAWINGS ARE TO BE USED AS A GUIDELINE. NO ADDITIONAL COST TO THE OWNER MUST BE PERMITTED FOR THE RELOCATION OF TRAILERS, STORED MATERIAL, REMOVAL AND REINSTALLATION OF BARRICADES, FENCING, TEMPORARY AIR OPERATION'S LIGHTING, OR ANY OTHER INCIDENTAL ITEMS THAT ARE REQUIRED AND NECESSARY TO ACCOMPLISH THE WORK UNDER THIS CONTRACT. COMPLETE RESTORATION BETWEEN PHASES IS REQUIRED, UNLESS OTHERWISE

DIRECTED BY THE CONTRACTING OFFICER.

21. NOTIFY THE BASE OF ANY WORK TO BE PERFORMED IN CONFINED SPACE. CREATE AND SUBMIT INDIVIDUAL CONFINED SPACE WORK PLAN. APPROVAL FROM CONTRACTING OFFICER IS REQUIRED PRIOR TO BEGINNING WORK.

22. ANY UNITED STATES GEOLOGICAL SURVEY (U.S.G.S.) OR BASE SURVEY MONUMENTS WITHIN THE LIMITS OF DEMOLITION OR CONSTRUCTION MUST BE PROTECTED. IF A MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED IN THE PLANS, IMMEDIATELY NOTIFY THE CONTRACTING OFFICER. REPAIR ANY DAMAGED BENCH MARKS IN ACCORDANCE WITH NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (N.O.A.A.) NATIONAL GEODETIC SURVEY GUIDELINES, AND TO THE SATISFACTION OF THE FACILITY'S GEOGRAPHIC

INFORMATION SYSTEM (G.I.S.) BENCHMARK REPRESENTATIVE.

23. PROVIDE AND MAINTAIN ACCESS AT ALL TIMES DURING CONSTRUCTION TO ALL EXISTING FACILITIES AND THOSE THAT

MAY BE UNDER CONSTRUCTION IN THE IMMEDIATE VICINITY.

24. TRAFFIC CONTROL PLANS APPROVED BY NAVFAC PRIOR TO COMMENCING ANY WORK IN THE PROJECT AREAS AND

THE STREET IS REQUIRED.

25. DO NOT DEVIATE FROM THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS WITHOUT THE WRITTEN AUTHORITY

FROM THE ENGINEER OF RECORD AND THE CONTRACTING OFFICER.

26. ALL ABANDONED UTILITIES IN THE PROJECT LIMIT MUST BE EXCAVATED AND REMOVED INTACT AT THE PROJECT LIMIT END AND THE TRENCH LINE OF REMOVAL MUST BE BACKFILLED AND COMPACTED IN ACCORDANCE TO THE TECHNICAL

SPECIFICATIONS SECTION 31 00 00.

27. ALL OPEN TRENCHES MUST BE COVERED WITH STEEL PLATES AT THE END OF EACH WORK DAY.

28. SOLID WASTE GENERATED DURING CONSTRUCTION OPERATIONS MUST BE HANDLED ACCORDING TO APPLICABLE LOCAL, STATE, AND FEDERAL RULES. EXCAVATED SOIL MUST BE DRUMMED AND TESTED FOR THE TITLE 22 METALS (6010B/7471A), EXTRACTABLE (8015M) AND GAS-RANGE (8260B) PETROLEUM HYDROCARBONS, POLYCHLORINATED BIPHENYLS (PCBS)(8082A), SEMI-VOLATILE ORGANIC COMPOUNDS (SVOCS) (8270C), AND VOLATILE ORGANIC

COMPOUNDS (VOCS) (8260).

29. THE BASE OWNS AND OPERATES THE EXTERIOR ELECTRICAL.

PROTECTION & LOCATING EXISTING UTILITY NOTES:

1. ALL EXISTING UNDERGROUND UTILITIES, CABLES, DUCTS, MANHOLES, ETC. (UNDERGROUND FACILITIES) SHOWN ON

PLANS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS, RECORDS, OR VISIBLE EVIDENCE AND, THEREFORE, THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY AND THERE MAY BE OTHERS, THE EXISTENCE OF WHICH WAS NOT KNOWN AT THE TIME OF THE SURVEY. FURTHER, ANY INFORMATION SHOWN ON THE DRAWINGS CONCERNING TYPE, SIZE, AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL-INCLUSIVE.

2. LOCATE AND PROTECT ALL UTILITIES. CONTACT UTILITY OWNERS TO IDENTIFY UNDERGROUND UTILITIES AND/OR CABLES WITHIN THE PROJECT LIMITS AND STAGING AREAS PRIOR TO COMMENCING CONSTRUCTION. ASSIST UTILITY OWNERS IN EFFORTS TO FIELD VERIFY UNDERGROUND UTILITIES. REQUEST THE CONTRACTING OFFICER TO HAVE THE BASE'S PUBLIC WORKS DEPARTMENT MARK ALL BASE FACILITIES IN THE FIELD PRIOR TO BEGINNING WORK. TAKE PRECAUTIONARY MEASURES TO PROTECT ALL THE UTILITY LINES SHOWN AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS UNLESS OTHERWISE NOTED. REVIEW ALL UTILITIES WITH THE BASE MAINTENANCE STAFF PRIOR TO BEGINNING WORK UTILIZING THESE PLANS AND ANY OTHER PERTINENT, RELIABLE

INFORMATION PROVIDED BY THE BASE DEPARTMENT OF PUBLIC WORKS.

3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CONDUCT A FIELD UTILITY LOCATION SURVEY USING ELECTRONIC, MAGNETIC OR OTHER UNDERGROUND UTILITY LOCATING PRACTICES. UTILITY OWNERS MUST BE NOTIFIED AND MUST HAVE THE OPTION TO ACCOMPANY THIS FIELD INVESTIGATION. EXPLORATORY EXCAVATIONS IN THE VICINITY OF EXISTING UNDERGROUND UTILITIES, PARTICULARLY THOSE ASSOCIATED WITH OPERATING NAVIGATIONAL AIDS, MUST BE CARRIED OUT WITH HAND TOOLS UNTIL THE EXACT CHARACTER AND LOCATION OF SUCH FACILITIES ARE DETERMINED. ALL INFORMATION OBTAINED FROM THIS UTILITY LOCATION SURVEY MUST BE

FURNISHED TO THE CONTRACTING OFFICER AND THE A/E PRIOR TO CONSTRUCTION.

4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, VERTICALLY AND HORIZONTALLY FIELD LOCATE BY SURVEY ALL UTILITY CONFLICTS AND CROSSINGS. IF THE EXISTING UTILITY LOCATION DIFFERS FROM WHAT IS SHOWN ON PLANS, NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.

5. PROTECTION AND REPAIR OF DAMAGE TO EXISTING CABLE AND UTILITIES - ALL UNDERGROUND CABLE AND UTILITIES AND ASSOCIATED STRUCTURES MUST BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE TO EXISTING UNDERGROUND CABLES AND/OR UTILITIES DURING CONSTRUCTION (REGARDLESS OF WHETHER THEY WERE LOCATED OR NOT BY THE BASE, UTILITY COMPANY, DIG ALERT 811, USA NORTH 811, ETC.) MUST BE REPAIRED AT THE CONTRACTOR'S OWN EXPENSE AND TO THE SATISFACTION OF THE UTILITY OWNER'S AUTHORIZED REPRESENTATIVES. ALL EXISTING UTILITIES, CABLE, DUCTS, EQUIPMENT, DEVICES, ETC. OUTSIDE THE AREA OF DEMOLITION OR CONSTRUCTION LIMITS WHICH ARE DAMAGED OR DISRUPTED AS A RESULT OF OPERATIONS MUST BE IMMEDIATELY REPAIRED AT THE EXPENSE OF THE CONTRACTOR AND TO THE SATISFACTION OF THE UTILITY OWNER'S

AUTHORIZED REPRESENTATIVE.

6. ADVANCE NOTIFICATION IS REQUIRED TO ANY UTILITY OUTAGE.

7. RETROFIT ALL EXISTING UTILITY ACCESS POINTS WITHIN THE PROJECT'S LIMITS TO BRING FLUSH WITH FINISHED

SURFACE. THIS WORK IS CONSIDERED PART OF THE BASE BID.

8. OBTAIN A DIG PERMIT FOR ALL GROUND DISTURBING ACTIVITIES. ALLOW UP TO 30 CALENDAR DAYS FOR THE DIG PERMIT TO BE PROCESSED. CONTACT THE BASE UTILITY SHOP TO EXPEDITE THE DIG PERMIT.

9. THE FOLLOWING AGENCIES MUST BE NOTIFIED 21 CALENDAR DAYS IN ADVANCE OF ANY EXCAVATION OR ANY WORK

INVOLVING UTILITIES:

a. UNDERGROUND SERVICE ALERT

b. CONTRACTING OFFICER

c. BASE PUBLIC WORKS DEPARTMENT

d. KNOWN UTILITY OWNERS

CIVIL /SITE CONSTRUCTION NOTES:

1. PROVIDE IMPROVEMENTS IN ACCORDANCE WITH UNIFIED FACILITIES GUIDE SPECIFICATIONS, WITH AMENDMENTS

THERETO AND AS SPECIFIED IN THESE PLANS AND TECHNICAL SPECIFICATIONS.

2. WORK AND MATERIAL MUST MEET THE REQUIREMENTS OF THE LOCAL AND STATE CONSTRUCTION CODES, LATEST

EDITION.

3. IMPLEMENT AND MAINTAIN ALL SOIL EROSION CONTROL STRUCTURES AND MEASURES THROUGHOUT CONSTRUCTION.

FOLLOW CALIFORNIA SOIL EROSION AND SEDIMENT CONTROL REQUIREMENTS. MODIFICATIONS TO THE SEQUENCE OF CONSTRUCTION MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND PROCESSING FOR APPROVAL.

4. EXISTING INLETS, STORMWATER PIPING AND/OR SWALES IMMEDIATELY BELOW THE DISTURBED AREA MUST HAVE TEMPORARY FILTER FABRIC OR AN APPROVED EQUAL, TO PREVENT ENTRY OF SEDIMENT DURING CONSTRUCTION.

DISTURBED AREAS MUST BE STABILIZED IN ACCORDANCE WITH THE SOIL EROSION CONTROL PLAN. AN UPDATED SEQUENCE OF CONSTRUCTION SCHEDULE MUST BE SUBMITTED AND APPROVED BY THE CONTRACTING OFFICER

PRIOR TO START OF WORK.

5. SUBMISSIONS REQUIRED FOR DOCUMENTATION OF CONFORMANCE TO THE CONTRACT PLANS, DOCUMENTS, AND SPECIFICATIONS MUST BE PROVIDED TO THE CONTRACTING OFFICER FOR DISTRIBUTION TO THE APPROPRIATE

REVIEWER.

6. DESIGN AND PROVIDE TEMPORARY CONSTRUCTION STRUCTURES SUCH AS SHEETING & SHORING FOR EXCAVATIONS.

PROVIDE DESIGN CALCULATIONS AND DRAWINGS SHOWING LOCATION, EXTENT, AND CONSTRUCTION DETAILS OF SAID TEMPORARY STRUCTURES AND SUPPORTS. DOCUMENTS MUST BE PREPARED AND SEALED BY A CA LICENSED

PROFESSIONAL ENGINEER.

7. DESIGN AND PROVIDE TEMPORARY CLOSURES, BARRICADES, RAILINGS, AND TEMPORARY PROTECTION USED TO PROTECT THE WORK, AND PERSONNEL. IF REQUESTED, PROVIDE DRAWINGS INDICATING THE LOCATIONS, EXTENT, AND CONSTRUCTION DETAILS OF SAME. ALL TEMPORARY CONSTRUCTION STRUCTURES MUST BE DESIGNED BY A

PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA.

8. INGRESS AND EGRESS TO AND FROM THE CONSTRUCTION SITE MUST BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. CONSTRUCTION EQUIPMENT MUST NOT OBSTRUCT ROADWAYS AND/OR PASSAGEWAYS. AIRFIELD WAIVER MAY BE REQUIRED DEPENDING ON THE HEIGHT OF CRANE WHICH CAN TAKE UP TO

45 DAYS.

9. CLEAN AND MAINTAIN THE CONSTRUCTION SITE AND THE AREAS OF WORK DAILY WHILE PERFORMING THIS CONTRACT.

CONSTRUCTION DEBRIS MUST BE REMOVED FROM THE CONSTRUCTION SITE ON A DAILY BASIS. NO BURNING OF DEBRIS OR EXPLOSIVES MUST BE PERMITTED WITHOUT APPROVAL OF THE APPROPRIATE JURISDICTIONAL AGENCIES AND CONTRACTING OFFICER. NO BURNING OR USE OF EXPLOSIVES MUST BEGIN WITHOUT REQUIRED APPROVALS IN

WRITING.

10. PREPARE, LAYOUT, AND INSTALL WORK IN SUCH A MANNER AS NOT TO DELAY OR INTERFERE WITH THE PROGRESS OF OTHER BASE CONTRACT WORK AND/OR ANY WORK DESIGNATED TO BE PERFORMED UNDER ANY OTHER CONTRACTS

ON THE BASE.

11. THE PERFORMANCE OF ALL WORK IN THE CONTRACT DOCUMENTS INCLUDING DEMOLITION AND REMOVALS AND INSTALLATION OF ALL MATERIALS MUST BE IN FULL COMPLIANCE WITH CODES, RULES, AND REGULATIONS GOVERNING

SAID WORK.

12. BEFORE THE EXECUTION OF WORK, COORDINATE WITH THE CONTRACTING OFFICER AND NOTIFY CA ONE-CALL AND ALL LOCAL UTILITY COMPANIES/PURVEYORS OWNING OR HAVING JURISDICTION CONCERNING UTILITIES ON/ADJACENT TO THE SITE AND ARRANGE FOR MARK-OUT, REMOVAL OR RELOCATION OF THE ITEMS AS REQUIRED TO COMPLETE

THE WORK.

13. ILLUMINATE AND PROTECT EXCAVATED TRENCHES AND OPENINGS AT ALL TIMES TO PROTECT AGAINST INJURY TO

WORKERS, PEDESTRIANS, WILDLIFE, ETC.

14. WORK MUST BE SCHEDULED AND FULLY COORDINATED IN ADVANCE OF PERFORMANCE WITH THE CONTRACTING

OFFICER.

15. PROVIDE TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD) REQUIREMENTS.

16. ALL EQUIPMENT AND VEHICLES MUST BE MAINTAINED ON PAVED/GRAVEL SURFACES OR IN THE DESIGNATED WORK

AREA.

17. STORAGE OF ALL CONSTRUCTION MATERIAL/DEBRIS MUST BE KEPT TO THE DESIGNATED STORAGE/STAGING AREA.

EXCESS SOILS TEMPORARILY STORED ON-SITE DURING CONSTRUCTION, AND STOCKPILES, MUST BE COVERED WITH STABILIZATION BLANKETS/TARP AND WATTLES TO PREVENT EXPOSURE TO THE ELEMENTS AND TO LESSEN CHANCES

OF SEDIMENTATION DUE TO STORM WATER RUNOFF AND WIND EROSION.

18. ALL VEGETATED AREAS DISTURBED BY CONSTRUCTION MUST BE RE-VEGETATED WITH AN APPROVED SEED AND CERTIFIED WEED FREE STRAW MULCH UPON COMPLETION. ALL LANDSCAPED AREAS DISTURBED BY CONSTRUCTION MUST BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER, E.G. SOD, TREES, SHRUBS, AND MULCH REPLACED

ALONG WITH ANY IRRIGATION SYSTEMS.

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CIVIL GENERAL NOTES

DEMOLITION NOTES:

1. PIPES, CULVERTS, HEADWALLS, SWALES, ETC. WITHIN AND NEAR THE AREA OF WORK MUST BE KEPT FREE FROM MATERIAL

THAT WOULD HAMPER THE PERFORMANCE OF THE DRAINAGE SYSTEMS DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION, REMOVE ALL ACCUMULATED SEDIMENT. DISPOSE OF ALL UNSUITABLE OR EXCESS EXCAVATED MATERIALS.

2. UPON COMPLETION OF THE WORK, REMOVE ALL DEBRIS, EQUIPMENT, AND UNUSED MATERIALS FROM THE PROJECT SITE.

3. REUSE DEMOLISHED CONCRETE MEETING AGGREGATE BASE COURSE GRADATION REQUIREMENTS FOR PAVEMENT BASE

COURSE. UNUSED DEMOLISHED CONCRETE IS THE RESPONSIBILITY OF THE CONTRACTOR.

4. EXCAVATED SOIL MAY BE USED FOR BACKFILLING AND FILL PROVIDED IT MEETS THE REQUIREMENTS OF THE PROJECT

SPECIFICATIONS.

5. EXERCISE CARE TO PREVENT DAMAGE TO ANY MATERIALS OR STRUCTURES THAT ARE TO REMAIN IN PLACE. REPAIR ALL

DAMAGE AT NO ADDITIONAL COST TO THE GOVERNMENT.

6. ALL AREAS OUTSIDE THE "LIMITS OF WORK" WHICH ARE DAMAGED BY THE WORK, MUST BE RESTORED TO THEIR ORIGINAL CONDITION AND THAT OF THE SURROUNDING AREA. THE RESTORATION MUST BE DONE AT NO ADDITIONAL COST TO THE

GOVERNMENT, AND MUST BE APPROVED BY CONTRACTING OFFICER.

7. HAUL GRUBBING AND CLEARING RESIDUE, DEMOLISHED MATERIAL, RUBBISH AND DEBRIS GENERATED BY THIS PROJECT OFF-SITE AND OFF STATION EXCEPT ITEMS DIRECTED BY THE CONTRACTING OFFICER TO BE SALVAGED. DEMOLISHED MATERIAL TO BE MANAGED ACCORDING TO THE TEMPORARY ENVIRONMENTAL CONTROLS SPECIFICATIONS. ITEMS FROM THE

SITE TO BE LEGALLY DISPOSED OF WITHOUT DISRUPTING VEHICULAR OR PEDESTRIAN FLOW.

8. PREVENT CONTAMINATED WATER, GASOLINE, OR ANY OTHER CONTAMINANTS FROM ENTERING EXCAVATIONS AND/OR SURFACE AREAS. FOLLOW REQUIREMENTS FOR SPILL RESPONSE IN THE TEMPORARY ENVIRONMENTAL CONTROLS

SPECIFICATIONS.

9. MANAGEMENT OF WASTES GENERATED FROM THIS PROJECT AS WELL AS UNKNOWN CONTAMINATION IS ADDRESSED IN THE

TEMPORARY ENVIRONMENTAL CONTROLS SPECIFICATIONS

10. REMOVE BRUSH, SHRUBS, DOWN-TIMBER, ROOTS, RUBBISH, SIGNS, STRUCTURES, FENCES, AND EXISTING IMPROVEMENTS WHERE INDICATED AND/OR WITHIN THE DEVELOPMENT AREAS OF THE CONSTRUCTION SITE. THE SITE MUST BE LEFT IN AN

ORDERLY AND NEAT CONDITION.

11. PROTECT STREETS, ROADS, AND PROPERTY ADJACENT TO THE PROJECT SITE, NOT PART OF THIS PROJECT FROM

CONSTRUCTION TRAFFIC AND RELATED CONSTRUCTION ACTIVITIES.

12. CONTROL DUST BY PERIODICALLY SPRAYING WORK AREA WITH WATER, PER CALIFORNIA SOIL EROSION AND SEDIMENT

CONTROL STANDARDS.

13. THE INTENT OF THE DEMOLITION SHOWN ON THE DRAWINGS IS TO GENERALLY OUTLINE THE TYPES OF MATERIALS TO BE REMOVED AND THE LIMITS OF THE REMOVALS. THE QUANTITY OF ITEMS TO BE REMOVED WITHIN THE LIMIT OF DEMOLITION MAY VARY FROM THOSE DEPICTED ON THE PLANS. THE INTENT AND REQUIREMENT IS TO REMOVE THE EXISTING VEGETATION AND IMPROVEMENTS AND REGRADE AS REQUIRED TO CONSTRUCT THE DEVELOPMENT. ALL MEANS AND METHODS INCLUDING

SAFETY REQUIREMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

14. PRIOR TO DEMOLITION OF ANY UTILITY LINES, COORDINATE WITH THE CONTRACTING OFFICER TO MINIMIZE AND SCHEDULE UTILITY OUTAGES FOR UTILITIES THAT SERVE OTHER FACILITIES UPSTREAM AND DOWNSTREAM OF THIS PROJECT. THE BASE

REQUIRES A MINIMUM OF 14 DAYS ADVANCE NOTICE FOR ALL UTILITY OUTAGES.

GRADING NOTES:

1. GRADE: MAXIMUM SLOPE OF DISTURBED AND RESTORED AREAS MUST BE LESS 3H:1V.

2. ALL SUB-GRADE MATERIAL MUST BE PLACED AND COMPACTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND GEOTECHNICAL REPORT. PROVIDE CERTIFICATION BY A LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER THAT ALL SUBGRADES BELOW AND AGAINST STRUCTURAL IMPROVEMENTS INCLUDING FOUNDATIONS, PAVEMENT, BELOW GRADE STRUCTURES, SIDEWALKS, WALLS, AND OTHER PROJECT COMPONENTS HAVE BEEN PREPARED IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS AND/OR GEOTECHNICAL REPORT.

3. CONTOURS SHOWN ARE FINISHED GRADE UNLESS OTHERWISE NOTED.

4. ACCESSIBLE ACCESS WAYS AND IMPROVEMENTS MUST BE IN ACCORDANCE WITH FEDERAL REQUIREMENTS.

5. NOTIFY THE CONTRACTING OFFICER OF ANY SUBGRADES NOT MEETING THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. PROVIDE THE CONTRACTING OFFICER WITH RECOMMENDATIONS FOR REMOVAL LIMITS.

6. ALL EXISTING GRADES MUST BE VERIFIED PRIOR TO CONSTRUCTION.

7. PROVIDE GRADE SHEETS TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO PAVEMENT/VEHICLE TRAVELWAY

INSTALLATION.

8. ALL NEWLY CONSTRUCTED STAIRS/STEPS MUST INCLUDE HANDRAILS IN ACCORDANCE TO ABA STANDARDS AND

REGULATIONS.

DRAINAGE & UTILITY NOTES:

1. NOTIFY AND COORDINATE WITH UTILITY COMPANIES TO ESTABLISH SERVICE CONNECTIONS TO BUILDINGS AND STRUCTURES.

2. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES MUST BE FIELD VERIFIED BY TEST PIT

PRIOR TO COMMENCEMENT OF CONSTRUCTION AND/OR THE PURCHASE OF ANY STRUCTURES.

3. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE ALARM, COMMUNICATIONS, AND ELECTRICAL PLANS FOR EXACT

LOCATION AND SIZES OF UTILITY CONNECTIONS TO THE BUILDINGS.

4. UTILITY VALVE COVERS, RIMS, GRATES, VENTS, AND OTHER COMPONENTS WHICH ARE NOT BEING REMOVED AND ARE WITHIN

AREAS OF DISTURBANCE MUST BE RESET TO GRADE.

5. WATER MAINS MUST BE LOCATED ABOVE SANITARY SEWER LINES WITH A MINIMUM VERTICAL SEPARATION OF 18 INCHES OR MUST BE HORIZONTALLY SEPARATED BY 10 FEET OUTSIDE THE PIPE. WHERE THESE REQUIREMENTS ARE NOT MET, THE

SEWER LINE MUST BE ENCASED IN CONCRETE TO 10' ON EACH SIDE OF THE WATER MAIN.

6. CONCRETE THRUST BLOCKS MUST BE INSTALLED ON ALL WATER LINE BENDS, TEES, CROSSES, ELBOWS, VALVES, CAPS, ETC.

7. PRESSURE CHECK/FLOW TEST WATER MAINS AT THE BUILDING UPON INSTALLATION AND PROVIDE THE INFORMATION TO THE CONTRACTING OFFICER. INSTALL ALL DEVICES AS NECESSARY TO PROVIDE ACCURATE INFORMATION TO CONFIRM THE

FIRE/DOMESTIC SERVICE DESIGN.

8. THE LOCATION, ELEVATION, AND SIZE OF EXISTING UTILITIES SHOWN ON THE CONTRACT DRAWINGS ARE APPROXIMATE. THE

FOLLOWING MUST BE PERFORMED:

A. VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES WITHIN THE WORK AREA PRIOR TO CONSTRUCTION;

B. EXERCISE EXTREME CAUTION WHEN WORKING ADJACENT TO EXISTING POWER, COMMUNICATIONS OR WATER LINES TO

PREVENT DAMAGE;

C. IMMEDIATELY INFORM CONTRACTING OFFICER AND COORDINATE REPAIRS TO ANY DAMAGE TO THE EXISTING UTILITIES

RESULTING FROM CONSTRUCTION TO THE SATISFACTION OF THE UTILITY OWNER;

D. MAINTAIN UTILITIES IN ACTIVE OPERATION AT ALL TIMES UNLESS THEY ARE TO BE ABANDONED OR REMOVED;

E. THOROUGHLY REVIEW ALL ARCHITECTURAL/UTILITY-RELATED PLANS ASSOCIATED WITH THIS PROJECT FOR CONFLICTS

OR DISCREPANCIES. CONFLICTS MUST BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

14. FIRE HYDRANTS MUST REMAIN OPERATIONAL DURING CONSTRUCTION UNLESS SPECIFICALLY INDICATED FOR REMOVAL OR

ABANDONMENT.

15. REINFORCING STEEL WITHIN PRE-CAST STRUCTURES MUST BE DESIGNED BY THE STRUCTURE MANUFACTURER. REINFORCING STEEL WITHIN POURED-IN-PLACE DRAINAGE STRUCTURES MUST BE DESIGNED BY A CA LICENSED ENGINEER AND SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW. SHOP DRAWINGS MUST BE SIGNED AND SEALED BY A CA LICENSED ENGINEER

AND SUBMITTED FOR REVIEW AND APPROVAL.

16. SANITARY SEWER PIPE MUST BE SDR 35 PVC AND MUST BE TESTED FOR COMPLIANCE WITH ASTM STANDARDS FOR

INFILTRATION/EXFILTRATION, AIR TESTING, AND SMOKE TEST.

17. ELECTRICAL, FIBER OPTIC, AND COMMUNICATION CONDUIT UNDER AND WITHIN 5' OF VEHICLE TRAVEL WAYS MUST BE

ENCASED IN CONCRETE.

18. PRE-CAST CONCRETE STRUCTURES IN AND WITHIN 20' OF VEHICLE TRAVEL AREAS MUST BE DESIGNED BY THE

MANUFACTURER FOR HS-20 LOADING.

19. REFER TO ELECTRIC AND COMMUNICATION PLANS FOR NUMBER AND ARRANGEMENT OF ELECTRICAL AND COMMUNICATION

CONDUIT WITHIN DUCT BANKS.

20. PROVIDE TEMPORARY ELECTRIC POWER AS NEEDED FOR ALL CONSTRUCTION OPERATIONS UNTIL ELECTRIC IS EXTENDED TO

THE SITE AND SUITABLE FOR USE.

D T

-0 4-

2Q R

_P la ns -0

N: 2023243.39 E: 6210575.83

PB PB

X X

X X X X X X X X X X X X X X X X X X X X

16B S

E T

ARMY

RESERVE

CENTER

N O

D R

IVE

X X

AMSA

.4'

36.0'

29.0'

65.0'

.0'

36.0'

.2'

27.3'

.0'

END FENCE

N: 2023173.96 E: 6210475.35

END GATE

N: 2023053.48 E: 6210301.07

END GATE

49.0'

178.5'

2.2

(6 TOTAL)

5.0'

.1'

18.5'38.3'18.5' 26.8'

.0'

35.3'

.3'

8.6

.4'

.0'

.2'

N: 2023209.11 E: 6210679.19

MATCH EXISTING

N: 2023143.82 E: 6210640.97

N: 2023138.88

E: 6210443.43 (TYP)

N: 2022826.98 E: 6210422.32

(TYP)N: 2022579.15

E: 6210582.60

N: 2022675.22 E: 6210766.35

N: 2022914.67

E: 6210799.30 (TYP)

5.0

33' ATFP SETBACK

22 22

9 11

27 2727 27

29 29

33 33

26 28

6 7 8

10 11

48.0'

180.0'

.2'

6.5

.0'

67.5'

8.0'32.0'

.0'

N: 2022674.19 E: 6210750.042

N: 2022609.42 E: 6210697.352

234.3'

N: 2023023.00 E: 6210571.7517

N: 2022946.67 E: 6210582.3117

7.5'

N: 2022517.28 E: 6210632.04

END GUTTER

.0'

37.8'

N: 2023012.52 E: 6210356.32

N: 2022903.92 E: 6210431.35

BASIN 1 PER DETAIL A1/ CS504.

SEE CG101 FOR MORE INFORMATION

9N: 2022806.69 E: 6210877.55

END FENCE

47N: 2022815.06 E: 6210874.33

BASIN 2 PER DETAIL A1/ CS504.

SEE CG101 FOR MORE INFORMATION

45 45

15.0' N: 2023016.75 E: 6210274.19

.9'

78.7' 8.0'

8.0

.7'

57.2'

N: 2022828.96 E: 6210870.29

BEGIN CURB

4.0

F1/CS504

5.0'

END CURB

.5'

.7'

.0'

26.5'

LIGHT POLE POINT TABLE

POINT #

NORTHING

2023117.20

2023006.15

2022895.09

2022784.03

2022850.18

2022739.13

2022628.07

EASTING

6210550.06

6210626.82

6210703.58

6210780.34

6210506.60

6210583.37

6210660.13

D R

B Y:

. D E

D B

. B

C H

D B

W O

O D

R U

N N

C O

N O

T D

8/ 2/

US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

O F

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R M

N L

J R

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E, K Y

R N

, I N

E D

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O W

, P

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N , O

D E, C A

A R

R T

(A M

U S-

E D

S-

A- G

-C S1

PLAN NORTH

HORIZ. SCALE IN FEET

0 60'30'

KEYMAP

ASPHALT CONCRETE PAVEMENT PER DETAIL L1/CS501

CONCRETE APRON PER DETAIL L5/CS501

(2) 30' WIDE CANTILEVERED SLIDING GATE WITH 1'

OUTRIGGER AND 1' STRAND BARBED WIRE PER DETAIL

H1/CS503

BID OPTION #2 - BI-LEVEL RAMP, SEE STRUCTURAL FOR

DETAILS. PROVIDE CONCRETE APRON PER THE

DIMENSIONS SHOWN ON THIS PLAN IF BID OPTION IS

AWARDED. IF BID OPTION IS NOT AWARDED, LEAVE

AREA AS AGGREGATE.

TRASH ENCLOSURE PER ARCHITECTURAL PLAN

WASH RACK WITH 4" TALL MOUNTABLE CONCRETE BERM

SECTION PER DETAIL A1/CS501

7' HIGH CHAINLINK FENCE PER DETAIL A1/CS503

SINGLE LEAF CHAIN LINK GATE PER DETAIL A8/CS503

EXISTING TO PROPOSED AC INTERFACE PER DETAIL

G1/CS501

MATCH EXISTING

ABA PARKING STRIPING AND SIGNAGE PER DETAIL

A1/CS502

CROSSWALK MARKING PER DETAIL G16/CS501

SATS HOOK UPS

3' RIBBON GUTTER PER DETAIL G10/CS501

5' WIDE 6" DIAMETER RIP RAP. LENGTH PER PLAN

7' TALL CHAIN-LINK FENCE WITH 1' OUTRIGGER AND 3

STRAND BARBED WIRE PER DETAIL A1/CS503

5' X 5' (UNLESS OTHERWISE NOTED) VEHICULAR RATED

CONCRETE STOOP PER DETAIL L5/CS501

0" CURB PER DETAIL A9/CS501

UTILITY STRUCTURE, SEE CU101

BOLLARD PER DETAIL E1/CS502

CONCRETE SIDEWALK PER DETAIL E7/CS502

BOLLARDS SPACED AT 5' O.C. PER DETAIL E1/CS502.

BOLLARDS MUST NOT IMPEDE ON TRANSFORMER 10'

HOT STICK

LIGHT POLE, PER ES100. SEE GENERAL NOTE 1

FIRE HYDRANT PER DETAIL A1/CU501

EXTEND ASPHALT 2' BEYOND FENCE

ARROW MARKING PER DETAIL J1/CS504

INSTALL 'YIELD' SIGN FACING NORTH AND 'DO NOT

ENTER' SIGN FACING SOUTH PER DETAIL J14/CS504

TRUNCATED DOMES PER DETAIL K1/CS502

8" ROCK COBBLE RIP RAP OVER FILTER FABRIC. EXTEND

ROCK COBBLE UP TO EXISTING FENCE

ELECTRICAL METER, SEE ES101

4" WHITE STRIPE SPACED 3' O.C. AT 45-DEG ANGLE

CARPOOL PARKING SIGN PER DETAIL J14/CS504

BASE BID - AGGREGATE PARKING LOT SECTION PER

DETAIL D10/CS501. BID OPTION #1 - ASPHALT PAVEMENT

PER DETAIL L1/CS501

2' WIDE AC PATCH WHERE EX CURB WAS DEMOLISHED

AC BERM PER DETAIL K12/CS502

6" CURB AND GUTTER PER DETAIL J7/ CS504

- S

CS101

MATCHLINE - SEE SHEET CS102

M W

PB PB

B S

E T

ARMY

RESERVE

CENTER

N O

D R

IVE

ARMY

RESERVE

CENTER

N O

D R

IVE

B S

E T

X X

KEYMAP

# KEY NOTES

END FENCE

9 12

1 1

D T

-0 3-

D T

-0 4-

2Q R

_P la ns -0

CLASS 2 BASE

1. AGGREGATE BASE COURSE COMPACTED TO 100%

COMPACTION

2. THE UPPER 12" OF SUBGRADE MUST BE MOISTURE

CONDITIONED TO 0 TO 3% ABOVE THE OPTIMUM MOISTURE

CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE

COMPACTION PER ASTM D1557 PRIOR TO CONCRETE

PLACEMENT.

3. FILL MUST BE PLACED IN LOOSE FITS NO GREATER THAN 8"

AND COMPACTED PER SPEC.

SUBGRADE SEE NOTE NO. 2

ASPHALT CONCRETE PAVEMENT

SCALE:

VEHICULAR RATED CONCRETE PAVEMENT

SCALE:

ASPHALT CONCRETE

APPLY PRIME COAT PER

SPECIFICATIONS

L5 NTSL1 NTS

1. AGGREGATE BASE COURSE COMPACTED TO 100%

COMPACTION

2. THE UPPER 12" OF SUBGRADE MUST BE MOISTURE

CONDITIONED TO 0 TO 3% ABOVE THE OPTIMUM MOISTURE

CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE

COMPACTION PER ASTM D1557 PRIOR TO CONCRETE

PLACEMENT.

3. FILL MUST BE PLACED IN LOOSE LIFTS NO GREATER THAN 8"

AND COMPACTED PER SPEC.

SUBGRADE SEE NOTE NO. 2

CONCRETE

3.5"

BASE COURSE SEE NOTE 1

12"

D R

B Y:

. D E

D B

. B

C H

D B

W O

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R U

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N O

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8/ 2/

US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

E M

C R

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2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

O F

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R M

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N , O

D E, C A

A R

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(A M

U S-

E D

S-

A- G

-C S5

SCALE:

PAVEMENT EXPANSION JOINT

PAVEMENT CONTRACTION JOINT

SEE JOINT SEALANT

PER L10/CS501

T 2

SEE JOINT SEALANT

PER L10/CS501

T 2

NOTES:

1. PROVIDE EXPANSION JOINT AT BUILDINGS AND UTILITY STRUCTURES.

NOTES:

1. CONTRACTION JOINTS SPACING MUST NOT EXCEED 10 TO 15 FEET IN THE

LONGITUDINAL AND TRANSVERSE DIRECTIONS.

2. IF SPACING INDICATED IN NOTE 1 IS NOT MET, DOWELS MUST BE PROVIDED AT

CONTRACTION JOINTS MEETING THE FOLLOWING REQUIREMENTS: MINIMUM

DOWEL LENGTH IS 16 INCHES, MAXIMUM DOWELS SPACING IS 12 INCHES AND

THE BAR DIAMETER MUST BE 0.75 INCHES.

G5 NTS

L15 NTS

EXISTING TO PROPOSED AC INTERFACE

SCALE:

GRIND DOWN TO 1.5" AND

PROVIDE TACK COAT

AC PER PLAN

EX AC

2'-0"

-C

NOTES:

1. ENSURE SMOOTH TRANSITION BETWEEN

EXISTING AND PROPOSED ASPHALT.

G1 NTS

N D

CS501

SCALE: NTSA1 CONCRETE BERM SECTION

POURED JOINT

FILLER POURED JOINT FILLER

SEPARATING TAPE SEPARATING TAPE

INITIAL SAWCUT

(18") OR INSERT

3 4" MIN.

CRACK JOINT FILLER

W W

D D

PAVEMENT

SURFACE

PAVEMENT SURFACE

CONTRACTION JOINT EXPANSION JOINT

PAVEMENT JOINT SEALANT

SCALE: NTSL10

SCALE: NTS

CROSSWALK

8'-0"

12" WHITE STRIPE

(TYP.)

LENGTH PER PLAN

G16

1/2"R

3' CONCRETE RIBBON GUTTER

SCALE: NTS

1'-6" 1'-6"

G10

24"

BACK OF BERM (BB)

PER PLAN

FRONT OF BERM (FB) PER PLAN

TOP OF BERM (TB) PER PLAN

CONCRETE PANEL

INSIDE WASH RACK

THICKENED EDGE ISOLATION

JOINT PER DETAIL E16/ CS504

THICKENED EDGE ISOLATION

JOINT PER DETAIL E16/ CS504

PATH OF TRAVEL

NOTES:

1. FOR AC PAVEMENT SEE DETAIL L1 THIS SHEET.

2. FOR 0" CURB SEE DETAIL A9/ THIS SHEET

NOTES:

1. TOP OF SEALANT WILL BE 1

8" TO 14" BELOW TOP OF PAVEMENT.

2. W AND D DIMENSIONS ARE MANUFACTURE'S

RECOMMENDATIONS. HOWEVER, THE MINIMUM WITH (W) IS

4".

3. FOR SLABS 12" THICK OR LESS, T=1

4 OF SLAB THICKNESS + 1

2".

SCALE: NTSA9 0" CONCRETE CURB

1'- 6"

NOTES:

1. CONCRETE PER SPECIFICATIONS

2. PROVIDE CONTRACTION JOINTS SPACED AT 5' O.C. PER DETAIL G5/CS501

3. PROVIDE EXPANSION JOINTS SPACED ON 100' O.C. PER DETAIL L15/CS501

AC PER DETAIL L1 THIS

SHEET

1/2" RADIUS

(TYP.)

12"

BUTT JOINT

BASE COURSE BASE COURSE

ASPHALT PAVEMENTPCC PAVEMENT

NOTE:

1. FOR AC PAVEMENT, SEE DETAIL L1 SHEET

CS501. FOR CONCRETE PAVEMENT SEE DETAIL

L5/CS501.

AC PAVEMENT PER

PLAN, SEE NOTE 1

SCALE: NTS

THICKENED EDGE BUTT JOINT PCC TO ASPHALT CONNECTIONA14

6" CONCRETE CURB

SCALE:NTSD16

0'-6"

3.5" 5" 3.5"

1/2"

2" WEAKENED

PLAN JOINT

1'-0"

APPLY APPROVED

ADHESIVE TO BASE

3/4"

TOP OF PAVEMENT

NOTES: NOTES:

5' MIN

1.2

5TT

8" BASE COURSE

COMPACTED TO 100%

COMPACTED SUBGRADE PER

SPEC SECTION 31 00 00.00 06

4W4 4" X 4" WELDED

WIRE FABRIC. LOCATE

3" BELOW GRADE

TRAVERSE WEAKENED

PLANE JOINTS @ 20' O.C.

GRAVEL PER

DETAIL D10/ CS501

AGGREGATE PARKING LOT SECTION

SCALE: NTSD10

3" 1-1/2"

1/4"

6-1/2" CONCRETE

LENGTH OF PANEL, SEE CS103

COMPACTED

SUBGRADE

NOTES:

1. THE UPPER 12" OF SUBGRADE MUST BE MOISTURE CONDITIONED TO 0 TO 3% ABOVE

THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% RELATIVE

COMPACTION PER ASTM D1557 PRIOR TO CONCRETE PLACEMENT.

2. AGGREGATE SECTION DESIGNED FROM A SUBGRADE CBR VALUE OF 30.

CONTRACTOR TO VERIFY CBR OF SUBGRADE PRIOR TO CONSTRUCTION. CONTACT

CIVIL DOR IF CONDITIONS VARY.

BASE COURSE PER SPEC SECTION 32 11 23

SUBGRADE, SEE NOTE 1

AGGREGATE PER SPEC SECTION 32 15 00

NOTES:

1. SPACE CONTRACTION JOINTS AT 10' O.C. PER DETAIL G5/ THIS SHEET

0" CURB PER DETAIL

A9/ THIS SHEET

AC PAVEMENT PER

DETAIL L1/ THIS SHEET

MATCH THICKNESS OF PCC BASE COURSE

D T

-0 4-

2Q R

_P la ns -0

VARIES (FULL WIDTH OF TRANSITION)

TRUNCATED DOMES

@ 1.6" TO 2.4" SPACING O.C.

DETAIL D

DETAIL C

0.65"

MIN.

2.4"

0.6 5"

DETAIL D

ENLARGED VIEW

SEE NOTE # 3

R=0.06"

SEE

NOTE 2

SECTION B-B

NTS

PLAN VIEW

B 0.0

0.060"

DETECTABLE/ TACTILE WARNING

TILE (TRUNCATED DOMES) NOTES:

3'- 0"

6" T

O 2.4

1. THE DETECTABLE/TACTILE WARNING TILES SHALL BE YELLOW

COLOR AND MUST BE HOMOGENEOUS THROUGHOUT THE TILE.

2. PATTERN, SIZE & ORIENTATION ARE PER MANUFACTURER'S

RECOMMENDATIONS.

3. THE TILE MUST HAVE AN INLINE PATTERN OF TRUNCATED DOMES

MEASURING A NOMINAL 0.2" HEIGHT, 0.9" BASE DIAMETER, AND A

CENTER-TO-CENTER SPACING OF 2.4".

4. CURB RAMPS MUST HAVE A DETECTABLE WARNING SURFACE

(TRUNCATED DOMES) THAT EXTENDS THE FULL WIDTH AND

MINIMUM 3'-0" DEPTH OF THE RAMP.

5. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE

PAVEMENT MUST BE BETWEEN 6" AND 8" FROM THE ASPHALT

PAVEMENT.

6. WARNING TAPE MUST BE SLIP RESISTANT AND BE INSTALLED ON

TOP OF A HARD SURFACE WITH ADHESIVE AND SECURED WITH

ANCHORS.

TRUNCATED DOMES

SCALE: NTS

VAN

ACCESSIBLE

RESERVED

PARKING

SLOPE

CONCRETE

TO DRAIN FINISHED GRADE

USE "VAN ACCESSIBLE" SIGN

WHERE SPECIFIED.

STEEL BREAKAWAY POST, SEE NOTES BELOW

ACCESSIBILITY SIGN

MOUNT SIGN SECURELY TO

POST. SIGN SHALL FACE

PARKING SPACE.

3/8 " DIA. HOLES

CONCRETE

12"

1'-6" 1'-0"

7'-0" MIN

(ALL SIGNS)

3'-0"

12"NOTES:

1. SIGN SHALL BE CONSTRUCTED ON MINIMUM 1/16" THICK ALUMINUM.

COLORS:

PARKING SIGNS:

BACKGROUND - BLUE (RETROFLECTIVE)

BORDER, TEXT, AND SYMBOL - WHITE (RETROFLECTIVE)

FONT: SANS SERIF CLEARVIEW, 1" MIN LETTER HEIGHT

2. THE BOTTOM OF THE LOWEST SIGN SHALL BE AT LEAST 7'-0" OR HIGHER TO THE WALKING

SURFACE OR 5'-0" IF INSTALLED ON A WALL

3. PAVEMENT PARKING SIGNS SUCH AS THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) AND "NO

PARKING" AT THE ACCESS AISLES SHALL BE PLACED SO THAT THEY ARE VISIBLE TO TRAFFIC

ENFORCEMENT OFFICIALS WHEN THE VEHICLE IS PARKED PROPERLY.

4. SIGN TO FOLLOW FEDERAL, STATE, AND LOCAL ACCESSIBILITY REQUIREMENTS.

5. STEEL POST PER SPECIFICATIONS.

ABA ACCESSIBLE PARKING SIGN

SCALE: NTS

8'-1/4" MAX TO

CENTER (ALL

SIGNS)

2" ±

(a) SYMBOL PROPORTIONS

(b) DISPLAY CONDITIONS

ACCESSIBLE PARKING SYMBOL

SCALE: NTS

INTERNATIONAL SYMBOL

OF ACCESSIBILITY

NOTE:

1. PAVEMENT SYMBOL SHALL BE PAINTED WHITE ON A BLUE BACKGROUND.

2. BLUE COLOR SHOULD MATCH COLOR NO. 15090 IN THE FEDERAL STANDARD 595a AS

SPECIFIED IN SECTION 522(b)2/

POST

3'-0"

VENT HOLES SPACING PER

MANUFACTURER.

5/8" MIN.

6" CURB 2'-0"

K15

A14

D R

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N D

CS502

5'-0" MIN

9'-0" MIN

RIPE

45°

4" BLUE STRIPE

WHITE 12"

LETTERING (TYP)

'-6

SCALE: NTS

ACCESSIBLE PARKING SYMBOL

SEE DETAIL K15/CS502

ACCESSIBLE PARKING SIGN

SEE DETAIL A14CS502

WHEEL STOP PER

DETAIL A7/CS502

ACCESS AISLE

STD. & VAN STALL

8'-0" MIN

VAN ACCESS

AISLE

2'- 0"

NOTES:

1. WHEELSTOP HEIGHT = 4"

2. WHEEL STOP MAY BE PRECAST

STANDARD AND ABA VAN STALL

WIDTH = 9'-0"

CURB FACE

WHEELSTOP

SCALE:

SPIKE SIZE AND FREQUENCY

PER MANUFACTURER

℄ SIGN, WHERE APPLICABLE

6'-0"

NTSA7

PARKING

(TYP.)

3'- 0"

O.C.

BOLLARD

SCALE: NTS

CONCRETE FOOTING PAVING

4" WIDE REFLECTIVE TAPE

6" DIAMETER GALVANIZED

STEEL BOLLARD GROUTED SOLID. PRIME AND PAINT

W/ HIGH PERFORMANCE YELLOW PAINT.

2'-0"

1'-9"

4'-0"

3" 4"

NOTE:

1. FOR LOCATION OF BOLLARDS ADJACENT TO

FIRE HYDRANTS, SEE DETAIL A7/CU501

2. SPACE BOLLARDS AT NO MORE THAN 5' O.C.

EXPANSION JOINT PER

DETAIL L15/CS501

NOTES:

1. CONCRETE PER SPECIFICATIONS.

2. CONCRETE MUST HAVE A MINIMUM DESIGN COMPRESSIVE STRENGTH OF 4,500

PSI IN NOT MORE THAN 28-DAYS.

3. THE UPPER 12" OF SUBGRADE MUST BE MOISTURE CONDITIONED TO 0 TO 3%

ABOVE OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90%

RELATIVE COMPACTION PER ASTM D1557 PRIOR TO CONCRETE PLACEMENT.

4. SPACE CONTRACTION JOINTS AT 5' O.C. AND EXPANSION JOINTS AT 30' O.C.

CONCRETE SIDEWALK

SCALE:

CONCRETE SIDEWALK

PROVIDE 8" THICKENED EDGE

WHERE SIDEWALK ABUTS

ASPHALT PAVEMENT.

NTSE7

#3 STIRRUP (TYP)

ABA PARKING STRIPING AND SIGNAGE

SUBGRADE, SEE NOTE 3.

NOTES:

1. INSTALL TRUNCATED DOMES AS SHOWN

PER PLAN AND PER DETAIL K1 THIS SHEET

4" WHITE STRIPE FOR POV

4" BLUE STRIPE FOR ABA

AC BERM

SCALE: NTSK12

VAR. CUT SLOPE

TOP OF PAVEMENT

3"3"

D T

-0 4-

2Q R

_P la ns -0

PB PB

X X

X X X X X X X X X X X X X X X X X X X X

B S

E T

ARMY

RESERVE

CENTER

N O

D R

IVE

X X

PB PB

Wx Wx Wx Wx Wx W x W x W x W x W x

G x

Wx Wx Wx Wx Wx

W x

SSx SSx SSx

W x

CUx CUx

G x

W x

E SW F G C

U.S. ARMY

RESERVE

CENTER

(FF=21.50)

AMSA

FF=17.80'

(1 7.0

(16.00)

(1 7.0

(18.00)

(19.00)

(20.00)

(18.00) (18.00)

(17 .00

(16.00)

(17 .00

(1 6.0

(15 .00

(16.00)

(17.00)

(16.00)

(15.00) (16.00)

(1 6.0

(1 7.0

(17.00)

(21.00)

.00

18.00

.50

17.00

18.00

17.50

.00

13.50

.50

.00

.50

.00

.50

16.50

17.00

16.50

17.00

18.00

16.50

3.44%

3.45%

3.3 0%

1.88%

2.0 4%

2.71%

2.76%

2.50%

0.2 4%

1.56%

0.45%

1.0 4%

1.50%

2.00%

0.4 2%

0.85%

0.5 3%

FL 16.92

FL 15.60

FL 16.57

FL 15.77

FS 17.78

RIM 17.29

FS 17.78

FS 17.71

FS 17.06

FS 17.24

FS 17.71 FS 17.70

FS 17.69 FS 17.70

FS 17.70

FS 17.71 FS 17.70

FS 17.69

FS 17.70

FS 17.70 FS 17.78

FS 17.70

FS 16.17

FS 16.27

FS 16.05

FS 16.25

FS 15.80

FS 15.79

(FS 15.46)

TC/FS 16.04

FS 17.34

TC 17.62

TC 17.37

FS 16.90

FS 17.78

TC 17.62

(FS 16.66)

(FS 16.60)

(FS 16.58)(FS 16.42)

(FS 16.44)

(FS 16.50)

TC 17.14

(TC 17.17)

RIM 17.50

RIM 16.78

TC 15.95

TC 13.92

(FS 16.52)

RIM 17.35

RIM 17.05

TW 17.61

FS TW 17.11

FS BW 15.11

FS 14.54

TW 19.34

FS TW 18.84

FS BW 14.84

TW 19.25

FS TW 18.75

FS BW 14.75

TW 17.51

FS TW 17.01

FS BW 15.01

TW 17.51

FS TW 17.01

TW 15.19

FS TW 14.69

TW 15.19

FS TW 14.69

FS 14.13

TW 14.94

FS TW 14.44

TW 14.94

FS TW 14.44

TW 19.00

FS TW 18.50

TW 19.34

FS TW 18.84

TW 17.61

FS TW 17.11

FS BW 14.84

FS 17.70

FS 17.50

TC/FS 16.02

FS 16.02

FS 16.33

FS 16.37(FS 15.54)

(FS 15.55)

(FG 16.7)

16.50

TC 17.37 FS 16.88

TC/FS 15.61

TC/FS 16.94

(TC/FS 17.93) TC ???

TC ???

BASIN 1

TB: 15.5

BB: 14.2

BASIN 2

TB: 13.4

BB: 12.2

FL 15.92

FL 16.25

FL 16.57

FL 16.35FL 16.12

TC 15.50

TC 15.17

TC 14.50

TC 14.29

TC 14.00

(FS 16.13)

FS 16.81

FS 16.00

(FS 15.51)

(FS 15.44)

FS 16.00

TC/FS 15.63

TC/FS 13.42

5.1 6%

8.0 0%

FG/HP 18.0

N: 2022776.78 E: 6210578.06

FG/HP 18.2

N: 2022939.93 E: 6210690.43

FS/HP 18.15

N: 2023061.58 E: 6210669.02

FS 16.71

N: 2023198.62 E: 6210527.84

- G R

G P

CG101

M W

PB PB

B S

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ARMY

RESERVE

CENTER

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CENTER

N O

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B S

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X X

KEYMAP

MATCHLINE - SEE SHEET CG102

MANHOLE PER DETAIL H12 SHEET CU502

STORM DRAIN GRATED INLET PER DETAIL A1 SHEET

CU502

BID OPTION 2 - GRADING SHOWN IS FOR BI-LEVEL RAMP.

IF BID OPTION IS NOT AWARDED, SITE MUST BE GRADED

TO DRAIN TO CURB AND GUTTER.

D R

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SHEET ID

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GENERAL NOTES

KEY NOTES#

PLAN NORTH

HORIZ. SCALE IN FEET

0 60'30'

KEYMAP

D T

-0 4-

2Q R

_P la ns -0

EROSION AND SEDIMENT CONTROL NOTES

1. THE PROJECT EROSION AND SEDIMENT CONTROL FEATURES ARE INTENDED TO ENSURE

COMPLIANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)

PROVISIONS OF THE CLEAN WATER ACT (CWA) UNDER THE STATE OF CALIFORNIA STATEWIDE

GENERAL PERMIT FOR CONSTRUCTION DISCHARGES. TO THIS END, THE CONTRACTORS MUST

MAKE HIM/HERSELF AWARE OF THE REQUIREMENTS OF SAID GENERAL PERMIT AND THE

PROVISIONS OF THE PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP).

2. IT IS EXPRESSLY UNDERSTOOD THAT APPROVAL OF THE PROJECT GRADING, EROSION AND

SEDIMENT CONTROL, OR IMPROVEMENT PLANS MUST NOT RELIEVE THE CONTRACTOR OF ANY

RESPONSIBILITIES UNDER THE GENERAL PERMIT, AGREEMENT, OR PLANS FOR THE SUCCESSFUL IMPLEMENTATION OF SEDIMENTATION CONTROL IN CONFORMITY WITH THE REQUIREMENTS OF ALL

COUNTY, STATE AND FEDERAL ORDINANCES, LAWS, MANUALS, CONDITIONS, PERMITS,

AGREEMENTS OR PLANS.

3. THE CONTRACTOR MUST BE RESPONSIBLE FOR IMPLEMENTING THE PROJECT SWPPP.

4. ALL AREAS BEING ACTIVELY GRADED/DISTURBED MUST BE PROTECTED BY PERIMETER

PROTECTION CONSISTING OF FIBER ROLLS, SILT FENCE OR EARTHEN DIKE.

5. THIS PLAN IS INTENDED TO BE USED FOR EROSION AND SEDIMENT CONTROL ONLY. OTHER

INFORMATION SHOWN HEREIN MAY NOT BE THE MOST CURRENT. SEE IMPROVEMENT PLANS FOR

OTHER INFORMATION.

6. ALL EROSION CONTROL MEASURES MUST BE MAINTAINED UNTIL DISTURBED AREAS ARE

STABILIZED, OR PER PROJECT SWPPP.

7. CHANGES TO THE EROSION AND SEDIMENT CONTROL PLAN MUST BE MADE TO MEET FIELD

CONDITIONS ONLY WITH THE APPROVAL OF OR AT THE DIRECTION OF THE PROJECT QUALIFIED

SWPPP DEVELOPER (QSD).

8. ALL EROSION CONTROL FACILITIES MUST BE INSPECTED AND REPAIRED IN ACCORDANCE WITH THE

PROJECT SWPPP.

9. ALL PAVED AREAS MUST BE KEPT CLEAR OF EARTH MATERIAL RAINY SEASON.

10. THE SITE MUST BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY

STORMWATER CONVEYANCE FACILITY.

11. THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO CHANGING FIELD CONDITIONS, AND MUST BE CONSIDERED ILLUSTRATIVE. VARIATIONS MAY BE

MADE TO THE PLAN IN THE FIELD, SUBJECT TO THE APPROVAL OF THE QSD.

12. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS AND WASTES SO AS TO PREVENT

THEIR ENTRY TO ANY STORMWATER CONVEYANCE FACILITY.

13. THE CONTRACTOR MUST NOT ALLOW CONCRETE, WASH WATERS, SLURRIES, PAINT OR OTHER

MATERIALS TO ENTER CATCH BASINS OR TO ENTER SITE RUNOFF.

14. USE FILTRATION OR OTHER MEASURES TO REMOVE SEDIMENT FROM DEWATERING EFFLUENT. SEE

DEWATERING PLAN IN SWPPP.

15. ACTIVITIES ASSOCIATED WITH CLEANING, FUELING OR MAINTAINING VEHICLES/EQUIPMENT ON SITE

MUST NOT ALLOW DELETERIOUS MATERIALS TO ENTER STORMWATER CONVEYANCE FACILITIES.

16. A STABILIZED CONSTRUCTION ENTRANCE MUST BE INSTALLED PRIOR TO COMMENCEMENT OF

GRADING. APPROXIMATE LOCATIONS ARE SHOWN ON THESE PLANS FOR REFERENCE. ALL

CONSTRUCTION TRAFFIC ENTERING THE PAVED ROAD MUST CROSS A STABILIZED CONSTRUCTION

ENTRANCE.

17. GRAVEL BAGS, PIECES OF WOOD, FABRIC, OR OTHER SUITABLE MATERIALS MUST BE USED TO

PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING ANY COMPLETED STORMWATER

CONVEYANCE FACILITY, THESE PROTECTION MEASURES MUST BE MAINTAINED UNTIL THE

PROJECT IS COMPLETED.

18. WHEN TEMPORARY STRUCTURES HAVE SERVED THEIR INTENDED PURPOSE AND THE

CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, THE EMBANKMENT AND

RESULTING SEDIMENT DEPOSITS ARE TO BE LEVELED OR OTHERWISE DISPOSED OF BY THE

CONTRACTOR AS RECOMMENDED BY THE SOILS ENGINEER.

19. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THIS PLAN WHICH INTERFERE WITH THE

WORK MUST BE RELOCATED OR MODIFIED AS AND WHEN THE INSPECTOR, QUALIFIED SWPPP

PRACTITIONER (QSP), OR QSD SO DIRECTS AS THE WORK PROGRESSES.

20. ALL LOOSE SOIL AND DEBRIS MUST BE REMOVED FROM THE STREET AREAS UPON STARTING

OPERATIONS AND PERIODICALLY THEREAFTER AS DIRECTED BY THE INSPECTOR.

21. CONSTRUCTION OPERATIONS - WASTEWATER GENERATED DURING CONSTRUCTION MUST NOT BE

DISCHARGED TO STORMWATER CONVEYANCE FACILITIES, ONSITE OR OFFSITE. THIS INCLUDES

WASTE FROM PAINTING, SAW-CUTTING, AND CONCRETE WORK. THE CONTRACTOR MUST MAKE

ARRANGEMENTS TO ELIMINATE DISCHARGES TO THE STORM DRAIN SYSTEM AND, IF NECESSARY, PROVIDE AN AREA FOR ON-SITE WASHING ACTIVITIES DURING CONSTRUCTION. MATERIALS THAT

COULD CONTAMINATE STORM RUNOFF MUST BE STORED IN AREAS THAT ARE DESIGNED TO

PREVENT EXPOSURE TO RAINFALL AND TO NOT ALLOW STORM WATER TO RUN INTO THE AREA.

22. PAVEMENT CLEANING - FLUSHING OF STREETS/PARKING LOTS TO REMOVE DIRT AND

CONSTRUCTION DEBRIS IS PROHIBITED. AREAS REQUIRING CLEANING SHOULD BE SWEPT.

23. CONTRACTOR TO EMPLOY BEST MANAGEMENT PRACTICES (BMP'S) IN ACCORDANCE WITH STATE

WATER RESOURCES CONTROL BOARD LATEST RECOMMENDATIONS.

24. BORROW AREAS AND TEMPORARY STOCKPILES MUST BE PROTECTED WITH APPROPRIATE

EROSION CONTROL MEASURES TO THE SATISFACTION OF THE APPLICABLE AGENCIES.

25. REMOVE SPOILS PROMPTLY AND AVOID STOCKPILING OF FILL MATERIALS WHEN RAIN IS FORECAST.

IF RAIN IS FORECAST OR APPARENT, STOCKPILED SOILS AND OTHER MATERIALS MUST BE

COVERED WITH PLASTIC OR A TARP, BY THE CONTRACTOR.

26. ALL INACTIVE SOIL-DISTURBED AREAS OF THE SITE AND MOST ACTIVE AREAS, TO THE MAXIMUM EXTENT PRACTICAL, MUST BE STABILIZED AND PROTECTED FROM EROSION PRIOR TO THE ONSET

OF RAIN. ACCEPTABLE EROSION CONTROL TECHNIQUES INCLUDE MULCHES, VEGETATION, SOIL

STABILIZERS, BINDERS, STRAW, EROSION CONTROL BLANKETS, OR OTHER EFFORTS AS APPROVED

BY THE PROJECT ENGINEER.

27. GRADING MUST BE PHASED TO THE MAXIMUM EXTENT PRACTICAL SO AS TO MINIMIZE THE EXTENT OF AREAS THAT ARE DISTURBED AT ANY ONE TIME AND TO MINIMIZE THE EXTENT OF GRADING

DURING THE RAINY SEASON.

DIVERSION RIDGE

50' MIN.

STEEL BUMP PLATE

1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE

AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.

2. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4

INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP.

3. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT

COMPROMISE IMPERMEABILITY OF THE MATERIAL.

4. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY.

5. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN

RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED.

SANDBAG

T (T

10 FT

(MIN.)

PLAN

SECTION A-A

PROP FIBER ROLL

PER DETAIL F13 THIS

SHEET

VARIES 10'±

PROP FIBER

ROLL

PERIMETER

PROTECTION

STOCKPILE

MANAGEMENT

FIBER ROLL NOTE:

1. PLACEMENT OF FIBER ROLLS ONLY TO OCCUR IN AREA OF CURRENT

EXCAVATION. IF WORK HAS NOT COMMENCED IN AN AREA, FIBER ROLLS

ARE NOT NEEDED.

WHERE STAKES ARE

INFEASIBLE, USE GRAVEL

BAGS TO WEIGH DOWN FIBER

ROLLS

TRENCH

NOTE:

SLOPE

VARIES

SCALE:

FIBER ROLL DETAIL

CE101

SCALE:

TRENCH EROSION CONTROL DETAIL

SCALE:

STABILIZED CONSTRUCTION ENTRANCE

SCALE:

CONCRETE WASHOUT STRUCTURE

12"

18" MIN.

PROFILEPLAN

PERIMETER

2 GRAVEL BAGS HIGH ABOVE PARKWAY SURFACE

(OMIT ONE(1)BAG ON TOP ROW FOR INFLOW

SCALE:

INLET PROTECTION DETAIL

CE101

DIRECTION

OF FLOW

MIN

SANDBAG OR EQUIVALENT

IMPERMEABLE

SHEETING

(TYP.)

1:1 OR

FLATTER

SIDE

SLOPE

CE101

2 GRAVEL BAGS HIGH ABOVE PARKWAY SURFACE

(OMIT ONE(1)BAG ON TOP ROW FOR INFLOW

PERIMETER

CATCH BASIN INLET

E16

F13 NTS

NTS

A15 NTSA6 NTS

F6 NTS

N C

O N

L N

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CE501

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IMPERMEABLE

SHEETING

8" THICK-4"TO 8" COARSE AGGREGATE

OVER GEOTEXTILE FABRIC

FIBER ROLL

8" MIN

3/4" x 3/4"

WOOD

STAKES 4'

MAX SPACING

DOUBLE ROW OF

GRAVEL BAGS

D T

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_P la ns -0

PB PB

Wx Wx Wx Wx Wx W x W x W x W x W x

G x

Wx Wx Wx Wx Wx

W x

SSx SSx SSx

W x

CUx CUx

G x

W x

PB PB

X X

X X X X X X X X X X X X X X X X X X X X

16B S

E T

ARMY

RESERVE

CENTER

N O

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X X

AMSA

W W W

E SW F G C

G G G

EU E

C U

W W W W W W W W W

W W

W W W W

(RIM 17.37)

IE 11.27

RIM 17.46

IE 13.23 9

TP 13.1627

TP 12.1127 36

TP 12.0522 27

RIM 16.77

IE 14.00 9

RIM 17.78

IE 13.61 7

RIM 17.05

IE 12.80 9

TP 14.503 27 323 21 27

SEE CU201 FOR

SEWER PROFILE

RIM 17.29

IE 15.33 20

TP 11.8912

N: 2023118.58 E: 6210625.84

(TP 13.2)

N: 2023092.96 E: 6210643.18

(TP 13.2)

3 21 27

N: 2023176.70 E: 6210439.18

(TP 12.8)

N: 2023060.55 E: 6210270.66

(TP 12.2)

TP 12.69

TP 12.73

16 28

TP 11.8927

TP 11.6522

TP 11.7022

TP 11.603627

TP 10.6012

12 3627 27221

TP 14.5026

9.3'

N: 2023151.68 E: 6210603.44

(TP 13.2)

N: 2023148.60 E: 6210605.53

TP 14.69

10.0'

N: 2023132.04 E: 6210616.74

TP 14.69

N: 2023128.96 E: 6210618.82

(TP 13.2)

17 28

21-355

21-356

21-357

W x

G x

EU x

EUx

D R

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. B

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PLAN NORTH

HORIZ. SCALE IN FEET

0 60'30'

8" C900 DR-18 PVC

2" TYPE K COPPER WATER SERVICE

DUCTILE IRON GATE VALVE PER DETAIL A13/CU501

DOMESTIC WATER BFP LOCATED IN MECHANICAL ROOM.

SEE PLUMBING PLANS FOR DETAIL

FIRE WATER BFP LOCATED IN FIRE RISER ROOM. SEE

FIRE PROTECTION PLANS FOR DETAIL…

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File details come from the government source that posted it. Updated Apr 11, 2024.