W912QR25R0028_Plans_A2-0003.pdf

D R

AW

N

B Y:

L.

M

ED

IN

A

D

ES

IG

N

ED

B

Y:

S.

N G

U

YE

N

SU

BM

IT

TE

D B

Y:

J.

ZU

KO

W

SK

I

C H

EC

KE

D B

Y:

D

.P

EN

N

IN

G

TO

N

SO

LI

C

IT

AT

IO

N N

O

C O

N

TR

AC

T

N O

PL

O

T D

AT

E:

4/

/2

US Army Corps of Engineers ®

SHEET ID

SI

ZE

AN

SI

D

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

A R

K

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

U S

A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AD

VA

N C

ED

S

KI

LL

S

TR

AI

N

IN

G

B

AR

R

AC

KS

PA

R

KS

R

ES

ER

VE

F O

R C

ES

T

R

AI

N

IN

G A

R

EA

IS

SU

E D

AT

E:

F

EB

R

U

AR

Y

FI

LE

N

AM

E:

U

S-

A- G

-C -0

C

ER

TI

FI

ED

F

IN

AL

S U

BM

IS

SI

O

N

P2

D

ES

C R

IP

TI

O N

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

D

R M

AR

TI

N L

U

TH

ER

K

IN

G

J R

P L, LO

U

IS

VI

LL

E, K Y

M

IC

H

AE

L

BA

KE

R

IN

TE

R N

AT

IO

N

AL

, I N

C

AI

R

SI

D

E D

R

IV

E M

O O

N T

O W

N

SH

IP

, P

A

AP

R

IL

AM

D T

C 92927

EXP: 12-31-25

RE

GI

ST

ER

ED

PROFESSIONALENGINEER

STATE OF CALIFORNIACI V I L

SH

AN

NON B. NGUYEN

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 METALS THAT EXCEED THE ACCEPTABLE LEVELS PER THE USEPA 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 USACE.

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 WILL 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 USACE 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 WILL BE PERMITTED WITHOUT APPROVAL OF THE APPROPRIATE JURISDICTIONAL AGENCIES AND CONTRACTING OFFICER. NO BURNING OR USE OF EXPLOSIVES MAY 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.

C

IV

IL

N

O

TE

S

C-002

AM

D T

AP

R

IL

W

2Q R

R

_P la ns _A

2-

PP

PP

PP

M W

PP

X

X

DA

VI

S

AV

E.

BLDG 342

BLDG 340

PP

PP

T

PP

T

PP

CU

x

C U x

SSx SSx SSx

SS

x

EU

x

EU

x

EUx

EUx EUx

EU

x

EU

x

EUx

E x

E x

E x

E x

E x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

S

S S

F x

SS

SS

SS

SS

SS

S W F E C

CU CU CU

W

E

SS

SS

SS

W W W W

W

W

EU EU EU

F

SS SS SS SS

EU

EU

EU

F

S

S

S

S

S

NO

P

AR

KI

NG

FI

RE

LA

NE

.0'

N: 2087135.18 E: 6155192.02

BEGIN CURB

N: 2087185.41 E: 6154984.95

MATCH EXISTING

N: 2087027.60 E: 6155189.09

END CURB

5.0 '6.0'

N: 2087007.90 E: 6154966.68

MATCH EXISTING

N: 2087010.66 E: 6154867.79

MATCH EXISTING

5.0'

5.0'

N: 2087034.03 E: 6155141.88

18.5'

10 12

13.5'

12.0'

5.0

N: 2087036.64 E: 6155048.28

LIMITS OF DISTURBANCE/

CONSTRUCTION WORK LIMIT

N: 2087185.59 E: 6154978.95

MATCH EXISTING

36.0'

LIMITS OF DISTURBANCE/

CONSTRUCTION WORK LIMIT

AST BARRACKS

FFE: 374.00'

AT

FP

S

ET

BA

CK

21.3'

5.0

.0'

181.0'

N: 2087023.06 E: 6155033.93

N: 2087024.15 E: 6154995.13

14 14 14

5.0

5.0

5.0'

5.0

5.0

5.0'

5.0

5.0

6.0'

R10.0'

R4.0

5.9'

5.0

BASIN 1

BASIN 2

N: 2087124.85 E: 6154792.94

N: 2087060.87 E: 6154791.16

N: 2087051.09 E: 6155142.35

N: 2087115.06 E: 6155144.14N: 2087119.54

E: 6154983.33 N: 2087120.84 E: 6154936.78

10.0'

N: 2087060.44 E: 6154969.21

N: 2087060.13 E: 6154980.54

4.8'4.9'

13.7'

N: 2087080.51 E: 6155143.17

N: 2087089.67 E: 6155143.43

N: 2087137.27 E: 6155015.92

N: 2087137.67 E: 6155001.68

N: 2087099.46 E: 6154792.23

N: 2087135.18 E: 6154781.22

6" CURB DATA TABLE

# BEARING/DELTA RADIUS LENGTH

1 Δ=45°40'57" 10.00' 7.97' 2 N46°35'48"E -- 12.15' 3 Δ=45°00'00" 9.50' 7.46' 4 N01°35'48"E -- 61.89' 5 Δ=45°00'00" 9.50' 7.46' 6 N43°24'12"W -- 12.04' 7 Δ=45°03'30" 10.50' 8.26'

D R

AW

N

B Y:

L.

M

ED

IN

A

D

ES

IG

N

ED

B

Y:

S.

N G

U

YE

N

SU

BM

IT

TE

D B

Y:

J.

Z U

KO

W

SK

I

C H

EC

KE

D B

Y:

D

. P

EN

N

IN

G

TO

N

SO

LI

C

IT

AT

IO

N N

O

C O

N

TR

AC

T

N O

PL

O

T D

AT

E:

4/

/2

US Army Corps of Engineers ®

SHEET ID

SI

ZE

AN

SI

D

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

A R

K

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

U S

A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AD

VA

N C

ED

S

KI

LL

S

TR

AI

N

IN

G

B

AR

R

AC

KS

PA

R

KS

R

ES

ER

VE

F O

R C

ES

T

R

AI

N

IN

G A

R

EA

IS

SU

E D

AT

E:

F

EB

R

U

AR

Y

FI

LE

N

AM

E:

U

S-

A- G

-C S1

GENERAL NOTES

KEY NOTES

PLAN NORTH

HORIZ. SCALE IN FEET

0 40'20'

C

ER

TI

FI

ED

F

IN

AL

S U

BM

IS

SI

O

N

P2

D

ES

C R

IP

TI

O N

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

D

R M

AR

TI

N L

U

TH

ER

K

IN

G

J R

P L, LO

U

IS

VI

LL

E, K Y

M

IC

H

AE

L

BA

KE

R

IN

TE

R N

AT

IO

N

AL

, I N

C

AI

R

SI

D

E D

R

IV

E M

O O

N T

O W

N

SH

IP

, P

A

AP

R

IL

AM

D T

C 92927

EXP: 12-31-25

RE

GI

ST

ER

ED

PROFESSIONALENGINE ER

STATE OF CA LIFORNI ACI VI L

SH

AN

NON B. NGUYEN

SI

TE

P

LA

N

CS101

33' ATFP SETBACK

CONCRETE SIDEWALK PER DETAIL L15/CS501

CONNECT TO EXISTING

DRAINAGE BASIN SEE CG101

ASPHALT CONCRETE PAVEMENT PER DETAIL K10/CS501

6" CONCRETE CURB PER DETAIL F10/CS501

STRIPING

BOLLARDS PER DETAIL G16/CS501

DRAINAGE SWALE PER DETAIL E16/CS501. SEE CG101 FOR MORE

INFORMATION

12" DIAMETER ANGULAR RIP RAP

STORM DRAIN PIPE AND PRECAST FLARED END SECTION, SEE CU101

BID OPTION - RUNNING TRACK. SEE LANDSCAPE PLAN.

STORMWATER BASIN PER DETAIL J12/CS502, SEE CG101

BOOT WASH STATION PER A5/CS502

CONCRETE STAIRS AND HANDRAIL. HANDRAIL PER DETAIL D1/A-505

GRAVEL PAVEMENT SECTION PER DETAIL F1/CS501

SCALE: 1" = 20'

SITE PLANA1

AM

D T

AP

R

IL

W

2Q R

R

_P la ns _A

2-

AW

N

B Y:

L.

M

ED

IN

A

D

ES

IG

N

ED

B

Y:

S.

N G

U

YE

N

SU

BM

IT

TE

D B

Y:

J.

Z U

KO

W

SK

I

C H

EC

KE

D B

Y:

D

. P

EN

N

IN

G

TO

N

SO

LI

C

IT

AT

IO

N N

O

C O

N

TR

AC

T

N O

PL

O

T D

AT

E:

4/

/2

US Army Corps of Engineers ®

SHEET ID

SI

ZE

AN

SI

D

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

A R

K

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

U S

A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AD

VA

N C

ED

S

KI

LL

S

TR

AI

N

IN

G

B

AR

R

AC

KS

PA

R

KS

R

ES

ER

VE

F O

R C

ES

T

R

AI

N

IN

G A

R

EA

IS

SU

E D

AT

E:

F

EB

R

U

AR

Y

FI

LE

N

AM

E:

U

S-

A- G

-C S5

C

ER

TI

FI

ED

F

IN

AL

S U

BM

IS

SI

O

N

P2

D

ES

C R

IP

TI

O N

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

D

R M

AR

TI

N L

U

TH

ER

K

IN

G

J R

P L, LO

U

IS

VI

LL

E, K Y

M

IC

H

AE

L

BA

KE

R

IN

TE

R N

AT

IO

N

AL

, I N

C

AI

R

SI

D

E D

R

IV

E M

O O

N T

O W

N

SH

IP

, P

A

AP

R

IL

AM

D T

C 92927

EXP: 12-31-25

RE

GI

ST

ER

ED

PROFESSIONALENGINEER

STATE OF CALIFORNIACI V I L

SH

AN

NON B. NGUYEN

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 ATLEAST 3%

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

COMPACTION PER ASTM D1557 PRIOR TO CONCRETE PLACEMENT.

4. FLATWORK SHOULD BE REINFORCED WITH NO. 4 BARS AT 24 INCHES O.C.

5. SEE DETAIL A7/CS501 FOR SIDEWALK JOINTING DETAIL.

CONCRETE SIDEWALK

SCALE:

CONCRETE SIDEWALK

PROVIDE 8" THICKENED EDGE

WHERE SIDEWALK ABUTS

ASPHALT PAVEMENT.

8"

8"

4"

SUBGRADE, SEE NOTE 3.

L15 NTS

SCALE:

DRAINAGE SWALE

NTSE16

SCALE:

BOLLARD

NTSG16

SCALE:

SIDEWALK JOINTINGA7 NTS

CONCRETE FOOTING PAVING

4" WIDE REFLECTIVE TAPE

6" DIAMETER GALVANIZED SCH 40 STEEL BOLLARD

GROUTED SOLID. PRIME AND PAINT W/ HIGH

PERFORMANCE YELLOW PAINT. ROUNDED

CONCRETE CAP.

2'-0"

2'-0"

3"

1'-9"

4'-0"

3"

4"

NOTE:

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

EXPANSION JOINT PER

DETAIL A17/CS501

#3 STIRRUP (TYP)

CJ CJ EJCJ CJ CJ CJ CJ CJ

1. PROVIDE CONTRACTION JOINTS (CJ) AT 5' INTERVALS AT 1" MINIMUM DEPTH.

2. PROVIDE EXPANSION JOINTS (EJ) AT 45' INTERVALS.

3. JOINTS MUST HAVE 1/4" MAX OPENING IN DIRECTION OF TRAVEL.

4. JOINT SPACING MUST NOT EXCEED 8' BY 8' IN ALL DIRECTIONS.

NOTES:

PCC JOINT LEGEND

EJ - EXPANSION JOINT PER DETAIL A17/CS501

CJ - CONTRACTION JOINT PER DETAIL A13/CS501

EJ

1" M

IN

SIDEWALK

1/8" R

SCALE:

SIDEWALK CONTRACTION JOINT

SI

DE

W

AL

K

DE

PT

H

DE

PT

H

SCALE:

SIDEWALK EXPANSION JOINT

1/8" R.

3/16"

1/8"

MIN

1/2"

5'-0"

(TYP.)

45'-0"

(TYP.)

VARIES

JOINT SEALANT

PER A1/CS501

PREFORMED

NON-EXTRUDING

JOINT FILLER

8" R

NTSA13 NTSA17

SI

TE

P

LA

N D

ET

AI

LS

CS501

COMPACTED SUBGRADE

5'

VARIES

6" MIN.

6" DIA. ROCK LINED SWALE

FLOW LINE

5:1 SLOPE

LINE SWALE WITH FILTER FABRIC

NO. 4 BARS AT 24" O.C.

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.

4. PAVEMENT SECTION TO BE VALIDATED BY THE GEOTECHNICAL

ENGINEER OF RECORD AFTER SUBSURFACE INVESTIGATION IS

COMPLETE.

5. CLASS 2 BASE ROCK MAY BE USED IN LIEU OF DRAINAGE

COURSE MATERIAL.

SUBGRADE SEE NOTE NO. 2

ASPHALT CONCRETE PAVEMENT

SCALE:

ASPHALT CONCRETE

APPLY PRIME COAT PER

SPECIFICATIONS

4"

4"

10"

NOTES:

NTSK10

DRAINAGE LAYER SEE NOTE NO. 5 10"

GEOTEXTILE

SEPARATION LAYER

6"

AC PER K10/ CS501

FA

CE

O F

CU

RB

R=1/2"

2" WEAKENED

PLANE JOINT

BASE OF CONC CURB SHALL

BE LOWER THAN BOTTOM

OF PAVEMENT AGGREGATE

6" CONCRETE CURB

SCALE:

7 1/2"

NTSF10

6"

6"

NOTES:

1. AGGREGATE BASE MATERIAL SHOULD BE A MAXIMUM OF 6" THICK BELOW CURB AND

GUTTER AND EXTEND A MINIMUM OF 6" BEHIND THE BACK OF CURB

SEE NOTE 1

T

3 4" MIN.

W W

D

POURED JOINT

FILLER (SEALANT)

POURED JOINT FILLER

(SEALANT)

BACKER ROD

INITIAL

SAWCUT (18"

MIN, 316")

CRACK

JOINT FILLER

PAVEMENT

SURFACE

PAVEMENT

SURFACE

1. TOP OF SEALANT WILL BE 1

8" TO 14" PLUS OR MINUS 1

16" BELOW TOP OF PAVEMENT.

2. W = WIDTH, 3

8"

3. D = DEPTH OF SEALANT, 0.5W FOR SILICONE SEALANTS

4. T = DEPTH OF INITIAL SAWCUT TYPE JOINT FORMER (CONTRACTION JOINT)

CONTRACTION/CONSTRUCTION JOINT EXPANSION JOINT

D

SEPARATING TAPE

SCALE:

POURED JOINT SEALA1 NTS

NOTES:

SCALE:

GRAVEL PAVEMENTF1 NTS

1. CONTRACTOR MAY REUSE THE EXISTING GRAVEL SALVAGED FROM THE SITE IF

KEPT FREE OF ORGANICS FOR THE AGGREGATE SUBBASE. OTHERWISE THE

CONTRACTOR SHALL PROVIDE NEW AGGREGATE BASE COURSE.

NOTES:

4" AGGREGATE SURFACE

4" AGGREGATE SURFACE

4" SALVAGED AGGREGATE

SUBBASE (SEE NOTE 1)

24" COMPACTED SUBGRADE

W

2Q R

R

_P la ns _A

2-

CONSTRUCTION MATERIALS LEGEND

INERT GROUNDCOVERS

SYMBOL DESCRIPTION

ROCK MULCH

MANUFACTURER / MODEL

PER THE SPECIFICATIONS

COLOR / FINISHES / REMARKS

3/4" ROCK MULCH, 3" MIN. DEPTH OVER WEED

CONTROL FABRIC. COLOR CALIFORNIA GOLD

DETAIL / SHEET

DETAIL 'H1' / LP501

PRECAST CONCRETE BENCH QCP / CLASSIC Q2-CLS72B LATTE / CRAFTSMAN'S ETCH / STANDARD SEALER

SITE FURNISHINGS

SYMBOL DESCRIPTION MANUFACTURER / MODEL COLOR / FINISHES / REMARKS DETAIL / SHEET

PLANTING NOTES

1. LANDSCAPE PLANTINGS SHALL COMPLY WITH AT/FP REQUIREMENTS.

2. PLANTS SHALL NOT BE INSTALLED UNTIL A WATER SOURCE FOR PLANT ESTABLISHMENT IS

OPERATIONAL.

3. OVERALL PLANT QUANTITIES ARE SHOWN FOR CONTRACTOR'S CONVENIENCE IN ESTIMATING ONLY.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE PLANT MATERIAL FOR EACH SYMBOL

SHOWN ON THE PLANTING PLAN.

4. THE PLANTING PLAN IS DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT LOCATIONS MAY BE MADE AT

THE DISCRETION OF THE LANDSCAPE ARCHITECT OR CONTRACTING OFFICER.

5. SOIL AMENDMENTS SHALL BE ADDED TO PLANTING AREAS BASED ON AN AGRONOMIC SOIL REPORT.

ALL AMENDMENTS MUST BE CERTIFIED WEED FREE. FINE GRADE ALL AREAS RECEIVING PLANTING

AND/OR INORGANIC MULCH.

6. ALL PLANT MATERIAL SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT OR CONTRACTING OFFICER PRIOR TO INSTALLATION. SEE THE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

7. ALL NURSERY TYING MATERIAL AND MARKING TAPES SHALL BE REMOVED AT THE TIME OF PLANTING.

8. ALL WORK SHALL BE SUBJECT TO THE LANDSCAPE ARCHITECT'S OR CONTRACTING OFFICER'S

ACCEPTANCE AS A CONDITION OF COMPLETION OF WORK BY THE CONTRACTOR.

9. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF ALL EXISTING UTILITIES, SITE

CONDITIONS, STRUCTURES, PROPERTY LINES, AND SERVICES BEFORE COMMENCING WORK TO

ENSURE THAT THERE IS NO DAMAGE DURING CONSTRUCTION. THE LOCATIONS OF THESE

CONDITIONS SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN

THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT OR CONTRACTING OFFICER. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND REPLACING

ANY DAMAGE TO EXISTING UTILITIES SHOWN ON THE PLANS WITH NO ADDITIONAL COST.

10. PLANT MATERIAL LOCATED ADJACENT TO ANY LIGHT STANDARDS, UTILITY EQUIPMENT, OR DRIVEWAYS, ETC. SHALL BE ADJUSTED TO MAINTAIN SUITABLE CLEARANCE AS APPROVED BY THE

PROJECT MANAGER. TREES SHALL NOT BE INSTALLED OVER UNDERGROUND UTILITIES.

11. SOIL SURFACE IN HYDROSEED AREAS SHALL BE LOOSENED TO A DEPTH OF 4-INCHES.

12. HYDROSEED SHALL INCLUDE WOOD-FIBER MULCH, TACKIFIER, ORGANIC FERTILIZER, MYCHORRHIZAL

INOCULUM, AND SOLUBLE HUMATE.

13. EXTERIOR PLANTING AREAS SHALL BE INSPECTED AND MAINTAINED WEEKLY FOR UP TO ONE YEAR.

14. BEGIN MAINTENANCE IMMEDIATELY AFTER SEEDING OR VEGETATION HAS BEEN INSTALLED. INSPECT THE VEGETATION AT LEAST ONCE A WEEK AND PERFORM NEEDED MAINTENANCE PROMPTLY. WATER, RESEED, MULCH, AND PERFORM OTHER OPERATIONS NECESSARY TO PROMOTE PLANT GROWTH AND VIGOR. ESTABLISH SELF-SUSTAINING VEGETATION AND PREVENT BARE SOIL SPOTS. BARE SPOTS

SHALL NOT BE IN AREAS SUBJECT TO SIGNIFICANT EROSION. REPAIR EROSION AS SOON AS

POSSIBLE. ERODED AREAS MAY NEED TO BE FILLED WITH AMENDED TOPSOIL AND REPLANTED WITH

THE SAME PLANT SPECIES.

15. SEE THE SPECIFICATION SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS.

PLANT MATERIALS LEGEND

SYMBOL SIZE / QTY DETAIL / SHEETWATER USEBOTANICAL NAME COMMON NAME

BICYCLE RACK PER THE SPECIFICATIONS PER THE SPECIFICATIONS

TREES

36" BOX / 12 DETAIL 'H16' & 'B1'

/ LP501

LOW

ROOT BARRIER

LAGERSTROEMIA INDICA

'CATAWBA'

NOTE: ALL TREES INSIDE AT/FP SPACE TO BE 36" BOX SIZE. ALL TREES OUTSIDE AT/FP SPACE TO BE 24" BOX SIZE.

DETAIL 'H11' / LP501

DETAIL 'B1' / LP501

BOULDERS TO BE LOCALLY SOURCED OR AS

AVAILABLE. COLOR AND TEXTURE TO BE

COMPLIMENTARY TO ROCK MULCH SPECIFIED.

LANDSCAPE BOULDER - A

LANDSCAPE BOULDER - B

DETAIL 'H6' / LP501

IRRIGATION NOTES

1. PERMANENT IRRIGATION FOR LANDSCAPE MATERIALS IS NOT REQUIRED. CONTRACTOR SHALL

UTILIZE TEMPORARY IRRIGATION MEASURES TO ESTABLISH PLANT MATERIAL THROUGHOUT THE

LANDSCAPE ESTABLISHMENT PERIOD. TREES SHALL BE IRRIGATED A MINIMUM OF TWICE PER WEEK

UNTIL ESTABLISHED. SEEDED AREAS SHALL BE IRRIGATED UNTIL ESTABLISHED.

CATAWBA CRAPE MYRTLE

32"-42" DIA. / 20

24"-32" DIA. / 21

24" BOX / 2

36" BOX / 10

DETAIL 'H16' & 'B1'

/ LP501

LOWQUERCUS LOBATA VALLEY OAK

SYMBOL LB/ACREBOTANICAL NAME COMMON NAME

SEED MIX

1.00LASTHENIA CALIFORNICA GOLDFIELDS

1.00FESTUCA OCTOFLORA SIX WEEKS FESCUE

3.00

5.00

2.00ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY

4.00

TRIFOLIUM WILDENOVII TOMCAT CLOVER

BROMUS CARINATUS CALIFORNIA BROME

2.00

POA SECUNDA SANDBERG BLUEGRASS

INCLUDED IN THE SEED MIX

2,500.00WOOD FIBER WITH TACKIFIER

800.007-2-1 ORGANIC FERTILIZER

60.00MYCORRHIZAL INOCULUM

400.00SOLUBLE HUMATE

NON-IRRIGATED NATIVE HYDROSEED LEGEND

TOTAL 28.00

DETAIL / SHEET

DETAIL 'B6' / LP5016.00FESTUCA MICROSTACHYS PACIFIC FESCUE

PHACELIA CAMPANULARIA DESERT BLUEBELLS 2.00

MUHLENBERGIA RIGENS DEERGRASS

2.00NEMOPHILA MENZIESII BABY BLUE EYES

DETAIL 'B11' / LP501

SWALE ROCK PER THE SPECIFICATIONS SWALE ROCK TO MATCH ROCK IN EXISTING

BASINS NORTH OF THE SITE.

DETAIL 'E16' / CS501

BICYCLE SHELTER PER THE SPECIFICATIONS PER THE SPECIFICATIONS DETAIL 'B16' / LP501

PL

O

T D

AT

E:

4/

/2

FI

LE

N

AM

E:

U S-

2A -L

P0

D R

AW

N

B Y:

E.

C

AI

LL

E

D

ES

IG

N

ED

B

Y:

J.

V

AN

D U

YN

SU

BM

IT

TE

D B

Y:

J.

Z U

KO

W

SK

I

C H

EC

KE

D B

Y:

J.

V

AN

D U

YN

SO

LI

C

IT

AT

IO

N N

O

C O

N

TR

AC

T

N O

US Army Corps of Engineers ®

SHEET ID

SI

ZE

AN

SI

D

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

U S

A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

D

R M

AR

TI

N L

U

TH

ER

K

IN

G

J R

P L, LO

U

IS

VI

LL

E, K Y

M

IC

H

AE

L

BA

KE

R

IN

TE

R N

AT

IO

N

AL

, I N

C

AI

R

SI

D

E D

R

IV

E M

O O

N T

O W

N

SH

IP

, P

A

AD

VA

N C

ED

S

KI

LL

S

TR

AI

N

IN

G

B

AR

R

AC

KS

PA

R

KS

R

ES

ER

VE

F O

R C

ES

T

R

AI

N

IN

G A

R

EA

P2

IS

SU

E D

AT

E:

F

EB

R

U

AR

Y

C

ER

TI

FI

ED

F

IN

AL

S U

BM

IS

SI

O

N

2/25/25

L

IC

EN

SE

D

LANDSCAPE ARCH

ITECT

Signature

Renewal Date

Date

S T

A T E O F C A L I F O R N

I A

12-31-26

J O

SHUA A . VAN DUY

N

No . 6847

AP

R

IL

AM

D T

LA

N

D

SC

AP

E

PL

AN

TI

N

G L

EG

EN

D A

N D

N O

TE

S

LP001

W

2Q R

R

_P la ns _A

2-

US Army Corps of Engineers ®

F ile

P a th

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N S

IZ

E

A

N S

I D

F

IL

E N

A M

E

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L

L O

U

IS

V

IL

L E

K

Y

M

IC

H A

E L B

A K

E R

I N

T E

R N

A T

IO

N

A L

IN

C

A

IR

S

ID

E

D R

IV

E

M O

O N

T O

W N

S H

IP

P

A

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

B

IM

/1 L

R L C a m p P a rk s A

S T

B a rr a c k s /1

C a m p P a rk s A

S T

B a rr a c k s S

.r v t

U S

-9 A

-S -0

D E

S

IG

N C

R

IT

E R

IA

A

N D

G E

N E

R A

L N

O T

E S

S-001

A D

V A

N C

E D

S K

IL

L S

T R

A

IN

IN

G

B A

R R

A C

K S

P A

R K

S R

E S

E R

V E

F O

R C

E S

T R

A

IN

IN

G

A R

E A

P

C E

R T

IF

IE

D F

IN

A

L S

U B

M

IS

S

IO

N

D B

A

IC

J C

U M

M

IN

G S

J Z

U K

O W

S K

I

E H

Y N

A L

F

E B

R U

A R

Y

FOUNDATIONS

F-1 FOUNDATIONS HAVE BEEN DESIGNED AND MUST BE CONSTRUCTED IN

ACCORDANCE WITH CRITERIA ESTABLISHED BY LEIGHTON CONSULTING,

INC. IN THEIR GEOTECHNICAL REPORT NO. 13842.003 PREPARED FOR THIS

PROJECT DATED NOVEMBER 3, 2023.

F-2 FOUNDATIONS MUST BE PLACED ON A MINIMUM TWO FEET OF CALTRANS

CLASS 2 AGGREGATE BASE PLACED AND COMPACTED IN ACCORDANCE

WITH THE REQUIREMENTS IN THE SPECIFICATIONS. EXTEND THE

OVEREXCAVATION AND THE CALTRANS CLASS 2 AGGREGATE BASE 5'-0"

BEYOND THE OUTSIDE LIMITS OF THE MAT.

F-3 THE CONTRACTOR IS TO RETAIN THE SERVICES OF A PROFESSIONAL

GEOTECHNICAL ENGINEER, SUBJECT TO THE APPROVAL OF THE

CONTRACTING OFFICER, TO INSPECT AND APPROVE THAT THE MATERIAL

ON WHICH FOUNDATIONS BEAR HAS AT LEAST THE CAPACITY AS NOTED IN

THE DESIGN CRITERIA. THE GEOTECHNICAL ENGINEER IS TO MAKE

RECOMMENDATIONS FOR IMPROVING AREAS THAT DO NOT MEET THE

DESIGN CRITERIA.

F-4 EXTERIOR FOUNDATIONS ARE TO BEAR A MINIMUM OF 18 INCHES BELOW

FINISHED GRADE. ELEVATIONS SHOWN ON THE DRAWINGS AT WHICH

FOUNDATIONS BEAR ARE APPROXIMATE AND MAY VARY TO SUIT

SUBSURFACE SOIL CONDITIONS. STEP IN FOUNDATION LOCATIONS SHOWN

ON THE DRAWINGS MUST BE FIELD VERIFIED AND ADJUSTED SO THAT

FOUNDATIONS BEAR ON MATERIAL OF AT LEAST THE CAPACITY NOTED

ABOVE.

F-5 PRIOR TO PLACING CONCRETE, WATER PRESENT MUST BE PUMPED OUT

FROM THE BOTTOM OF EXCAVATIONS.

F-6 CONCRETE SLABS-ON-GRADE HAVE BEEN DESIGNED TO BEAR ON

COMPACTED SUB-GRADE SOILS. THE DRAINAGE BASE COURSE MATERIAL

BENEATH THE SLAB-ON-GRADE IS TO CONFORM TO THE REQUIREMENTS IN

THE SPECIFICATIONS.

F-7 NO BACKFILLING AGAINST WALLS IS ALLOWED UNTIL THE SLABS AT THE

TOP AND BOTTOM HAVE BEEN PLACED OR ADEQUATE SHORING HAS BEEN

PROVIDED. WALLS AND GRADE BEAMS HAVING BACKFILL AGAINST BOTH

SIDES ARE TO HAVE BACKFILL PLACED ON BOTH SIDES UNIFORMLY SO AS

NOT TO EXCEED AN 8” DIFFERENTIAL.

F-8 EQUIPMENT AND/OR MATERIALS WITH WEIGHT GREATER THAN THE DESIGN

SURCHARGE MUST MAINTAIN A SAFE HORIZONTAL CLEAR DISTANCE FROM

BASEMENT AND RETAINING WALLS. A SAFE HORIZONTAL CLEAR DISTANCE

IS DEFINED AS THE DISTANCE FROM THE BASE OF THE RETAINING WALL TO

THE TOP OF FINISHED GRADE. DESIGN SURCHARGE EQUALS 100 PSF.

GENERAL

G-1 METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE

RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS

RESPONSIBLE FOR IDENTIFYING AND IMPLEMENTING THE NECESSARY

PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE

STRUCTURE AT EACH STAGE OF CONSTRUCTION.

G-2 TEMPORARY BRACING, SHEETING, SHORING, ETC, REQUIRED TO ENSURE

THE STRUCTURAL INTEGRITY/STABILITY OF THE EXISTING BUILDINGS,

SIDEWALKS, UTILITIES, ETC, DURING CONSTRUCTION IS THE

RESPONSIBILITY OF THE CONTRACTOR AND MUST BE DESIGNED BY A

REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE CONTRACTOR.

G-3 IMPLEMENTATION OF JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF

THE CONTRACTOR.

G-4 WHEN NOT SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS, THE

CONTRACTOR IS RESPONSIBLE FOR DETERMINING SLEEVE AND BLOCK-OUT

REQUIREMENTS FOR PENETRATIONS PRIOR TO FABRICATION OR ERECTION

OF THE STRUCTURE. PENETRATIONS OF STRUCTURAL MEMBERS ARE

SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER. THE

CONTRACTOR IS ALSO RESPONSIBLE FOR DETERMINING ANCHORAGE AND

HANGER REQUIREMENTS REQUIRED FOR SUPPORTING EQUIPMENT,

FINISHES, UTILITIES ETCETERA NOT INDICATED ON THE STRUCTURAL

DRAWINGS.

G-5 DO NOT SCALE DRAWINGS.

G-6 THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING AND COORDINATING

DIMENSIONS AND INSTALLATION DETAILS OF PURCHASED EQUIPMENT WITH

THE SUPPORTING STRUCTURE. CONFLICTS BETWEEN THESE ITEMS AND

THE BUILDING STRUCTURE MUST BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER FOR RESOLUTION.

G-7 THE STRUCTURAL DRAWINGS GOVERN THE WORK FOR STRUCTURAL

FEATURES, UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ON PLANS

AND DETAILS ARE TO GOVERN THE STRUCTURAL WORK. THE CONTRACTOR

IS TO REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND

DETAILS NOT PROVIDED. DIMENSIONAL CONFLICTS IN THE DOCUMENTS

MUST BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

G-8 WORK NOT INDICATED ON A PART OF THE DRAWINGS, BUT REASONABLY

IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING LOCATIONS,

IS TO BE REPEATED.

G-9 DETAILS DESIGNATED AS “TYPICAL DETAILS,” APPLY GENERALLY TO THE

DRAWINGS IN AREAS WHERE CONDITIONS ARE SIMILAR TO THOSE

DESCRIBED IN THE DETAILS. REFER TO 500-LEVEL STRUCTURAL SHEETS

FOR TYPICAL DETAILS.

G-10 SHOP DRAWINGS:

A. SHOP DRAWINGS FOR MATERIALS MUST BE SUBMITTED TO THE

CONTRACTING OFFICER FOR REVIEW PRIOR TO THE START OF

FABRICATION OR COMMENCEMENT OF WORK.

B. SHOP DRAWINGS MUST BE CHECKED AND STAMPED BY THE

CONTRACTOR PRIOR TO SUBMISSION. THE CONTRACTOR’S STAMP

OF APPROVAL WILL CONSTITUTE CERTIFICATION THAT HE HAS

VERIFIED FIELD MEASUREMENTS, CONSTRUCTION CRITERIA,

MATERIALS AND SIMILAR DATA AND HAS CHECKED EACH DRAWING

FOR COMPLETENESS, COORDINATION, AND COMPLIANCE WITH THE

CONTRACT DOCUMENTS. SHOP DRAWINGS SUBMITTED WITHOUT

THE CONTRACTOR’S STAMP AND REVIEW WILL BE RETURNED

WITHOUT REVIEW BY THE ENGINEER OF RECORD.

C. REPRODUCTION OF ANY PORTION OF THE STRUCTURAL CONTRACT

DRAWINGS FOR SUBMITTAL AS SHOP DRAWINGS IS PROHIBITED.

D. CHANGES TO SHOP DRAWINGS THAT ARE RE-SUBMITTED MUST BE

CLOUDED OR SOMEHOW INDICATE THAT A CHANGE HAS BEEN MADE

TO PREVIOUSLY ISSUED AND REVIEWED DRAWING.

E. THE CONTRACTOR IS TO PROVIDE THE CONTRACTING OFFICER

WITH WRITTEN NOTICE OF DEVIATIONS OF ANY TYPE FROM THE

REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. THE NOTICE

MUST BE RECEIVED PRIOR TO SHOP DRAWING SUBMITTAL. THE

CONTRACTOR REMAINS LIABLE FOR ANY DEVIATION UNLESS

REVIEWED BY THE CONTRACTING OFFICER AND ACKNOWLEDGED IN

WRITING, PRIOR TO THE RECEIPT OF THE SHOP DRAWINGS.

G-11 ELEVATOR MACHINERY SUPPORT BEAMS, GUIDE RAILS, SUPPORTS, ETC.

MUST BE PROVIDED BY THE ELEVATOR MANUFACTURER. ALL LOADS

IMPOSED BY THE ELEVATOR ONTO THE STRUCTURE MUST BE DETERMINED

BY THE ELEVATOR MANUFACTURER AND MUST BE CLEARLY SHOWN ON

THE ELEVATOR SHOP DRAWINGS SUBMITTED FOR REVIEW. ADDITIONAL

FRAMING MAY BE REQUIRED FOR THE PROPER SUPPORT OF THESE LOADS.

COORIDNATE WITH THE ENGINEER OF RECORD.

REINFORCED CONCRETE

C-1 REINFORCED CONCRETE WORK MUST BE IN ACCORDANCE WITH THE

AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS

FOR STRUCTURAL CONCRETE - ACI 318" (LATEST EDITION) AND THE

“SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS- ACI 301”

(LATEST EDITION).

C-2 PRIOR TO CONCRETE PLACEMENT, THE CONTRACTOR MUST SUBMIT

CONCRETE MIX DESIGNS FOR EACH TYPE OF CONCRETE TO BE USED,

PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, TO THE

CONTRACTING OFFICER FOR REVIEW.

C-3 CAST-IN-PLACE CONCRETE MUST HAVE A MINIMUM 28 DAY COMPRESSIVE

STRENGTH (f'c) AS INDICATED ON THE CONCRETE MATERIALS SCHEDULE

ON DRAWING S-601.

C-4 THE STRUCTURE SUPPORTING ELEVATED FLOORS IS DESIGNED TO HAVE

AN INITIAL DEFLECTION OF NOT MORE THAN L/240 AND 3/4” MAX. DUE TO

THE WEIGHT OF THE CONCRETE SLAB. THE CONTRACTOR MUST TAKE THIS

DEFLECTION INTO ACCOUNT WHEN DETERMINING THE AMOUNT OF

CONCRETE NECESSARY TO OBTAIN A LEVEL FLOOR AND MONITOR

DEFLECTION DURING CONCRETE PLACEMENT.

C-5 REINFORCEMENT:

A. DEFORMED BARS: ASTM A 615/A 615M, GRADE 60

B. WELDED WIRE REINFORCEMENT: ASTM A 1064

C. SYNTHETIC FIBER REINFORCEMENT: ASTM C 1116/C 1116M, TYPE III

C-6 SPLICES (LAPS) OF REINFORCING BARS MUST BE CLASS ‘B’ TENSION LAPS

PER ACI 318 (LATEST EDITION) UNLESS NOTED OTHERWISE. REFER TO THE

MINIMUM LAP SPLICES OF REINFORCING BARS IN TENSION SCHEDULE ON

DRAWING S-601.

C-7 PROVIDE ADEQUATE CONCRETE COVER IN ACCORDANCE WITH THE

REQUIREMENTS AS SET FORTH BY ACI 318. REFER TO THE CONCRETE

COVER SCHEDULE ON DRAWING S-601.

C-8 CONTINUOUS REINFORCING BARS MUST BE TURNED AND LAPPED AT

CORNERS AND INTERSECTIONS OF WALLS AND FOOTINGS. HOOKED BARS

TO HAVE STANDARD ACI HOOKS UNLESS NOTED OTHERWISE.

C-9 CONTINUOUS TOP BARS MUST BE SPLICED AT MID-SPAN. CONTINUOUS

BOTTOM BARS MUST BE SPLICED AT CENTERLINE OF SUPPORTS (OR AS

SHOWN ON DETAILS).

C-10 WELDED WIRE REINFORCEMENT MUST BE SUPPLIED IN FLAT SHEETS ONLY.

LAP WELDED WIRE REINFORCEMENT TWO FULL MESH LENGTHS AT SPLICES

AND WIRE TOGETHER. PLACE WELDED WIRE REINFORCEMENT WITHIN THE

SLAB THICKNESS PER THE TYPICAL DETAILS.

C-11 CONCRETE SLABS MUST BE CURED BY METHOD COMPATIBLE WITH

SPECIFIED FLOOR FINISH. WHERE ACCEPTABLE USE A LIQUID MEMBRANE-

CURING COMPOUND AT THE MANUFACTURERS RECOMMENDED COVERAGE.

C-12 SLOPE SLABS-ON-GRADE TO DRAIN. MAINTAIN MINIMUM DESIGN

THICKNESS INDICATED.

C-13 DIVIDE FLOOR SLABS-ON-GRADE INTO SEGMENTS BY MEANS OF ISOLATION,

CONTROL AND CONSTRUCTION JOINTS AS INDICATED ON THE DRAWINGS.

SAW JOINTS MUST BE CUT AS SOON AS POSSIBLE WITHOUT RAVELING THE

SURFACE. POSITION OF CONSTRUCTION JOINTS OTHER THAN THOSE

SHOWN ON THE DRAWINGS MUST BE SUBMITTED TO CONTRACTING

OFFICER FOR APPROVAL.

C-14 SLAB-ON-GRADE CONTROL JOINTS MUST BE PLACED ON COLUMN

CENTERLINES UNO. CONTROL JOINTS MUST BE PLACED AT EQUAL

INTERVALS IN EACH DIRECTION AS INDICATED ON THE PLANS. ADAPT

CONTROL JOINT LOCATION AT ODD BAYS. CONSTRUCTION JOINTS MUST BE

PLACED AT CONTROL JOINT LOCATIONS AT CONTRACTOR’S DISCRETION

UNO ON PLAN.

C-15 SLEEVES, INSERTS, MECHANICAL OPENINGS, CONDUITS, PIPES, RECESSES,

DEPRESSIONS, CURBS AND OTHER EMBEDDED ITEMS MUST BE PROVIDED

AS SHOWN ON THE ARCHITECTURAL, MECHANICAL, FIRE PROTECTION,

PLUMBING AND ELECTRICAL DRAWINGS AND BY EQUIPMENT

MANUFACTURERS. INSTALLATION OF THESE ITEMS MUST BE COORDINATED

AND PROVIDED FOR PRIOR TO PLACING CONCRETE.

C-16 OPENINGS IN CONCRETE SLABS AND/OR CONCRETE WALLS MUST HAVE

ADDITIONAL REINFORCEMENT PER THE TYPICAL DETAILS. NO

PENETRATIONS ARE PERMITTED THROUGH ANY CONCRETE BEAM, JOIST,

COLUMN, PIER OR JAMB WITHOUT THE ENGINEER’S WRITTEN APPROVAL.

PENETRATIONS MUST BE RE-ROUTED AS REQUIRED AT THESE LOCATIONS.

C-17 PENETRATIONS THROUGH CONCRETE SLABS AND/OR CONCRETE WALLS

MUST BE PLACED DURING CONSTRUCTION OF THE WALL WITH THE

APPROPRIATE SLEEVE.

C-18 ANCHOR RODS TO BE ASTM F 1554 Fy=36 KSI MINIMUM, UNLESS NOTED

OTHERWISE.

DESIGN CRITERIA

DC-1 BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2021,

AS AMENDED BY UFC 1-200-01 AND UFC 3-301-01

DC-2 LATERAL LOAD DESIGN CRITERIA

A. RISK CATEGORY II

B. WIND DESIGN CRITERIA

1. BASIC DESIGN WIND SPEED (V) 92 MPH

2. ALLOWABLE DESIGN WIND SPEED (Vasd) 71 MPH

3. EXPOSURE CATEGORY C

4. INTERNAL PRESSURE COEFFICIENT +/- 0.18

5. COMPONENTS AND CLADDING RE: S-701

6. ANALYSIS METHOD: DIRECTIONAL PROCEDURE

C. SEISMIC DESIGN CRITERIA

1. SEISMIC IMPORTANCE FACTOR (Ie) 1.0

2. SITE CLASS D

3. SHORT PERIOD SPECTRAL ACCELERATION (SS) 1.71

4. ONE SECOND SPECTRAL ACCELERATION (S1) 0.626

5. SHORT PERIOD RESPONSE ACCELERATION (SDS) 1.14

6. ONE SECOND RESPONSE ACCELERATION (SD1) N/A

7. SEISMIC DESIGN CATEGORY D

8. SEISMIC RESPONSE COEFFICIENT (CS) 0.200

9. SEISMIC DESIGN BASE SHEAR 1133 KIP

10. SEISMIC RESISTING SYSTEM: SPECIAL REINFORCED MASONRY

SHEAR WALLS (R = 5.0)

11. ANALYSIS METHOD: EQUIVALENT LATERAL FORCE PROCEDURE

DC-3 GRAVITY LOADS

A. DEAD LOADS

1. ROOF 25 PSF

A. MINIMUM (FOR UPLIFT) 8 PSF

2. FLOOR 60 PSF

B. LIVE LOADS

1. ROOF 20 PSF MIN. + 10 PSF PV ARRAYS

2. TYPICAL FIRST FLOOR 100 PSF

3. SECOND FLOOR CORRIDORS 80 PSF

4. SECOND FLOOR PRIVATE ROOMS 40 PSF

5. STUDY ROOMS 60 PSF

6. STAIRS 100 PSF

7. TELECOM ROOM/SERVER 150 PSF

8. MECHANICAL/ELECTRICAL 150 PSF

C. SNOW LOADS

1. GROUND SNOW LOAD (Pg) 0 PSF

D. CONSTRUCTION LOADS

1. NON-COMPOSITE CONSTRUCTION NOT TO EXCEED THE DESIGN

LIVE LOADS.

2. COMPOSITE CONSTRUCTION:

A. PRE-COMPOSITE CONSTRUCTION LOADS NOT TO EXCEED 20

PSF.

B. POST-COMPOSITE CONSTRUCTION LOADS NOT TO EXCEED

THE DESIGN LIVE LOAD.

DC-4 FOUNDATION DESIGN CRITERIA

A. FOUNDATION DESIGN IS BASED UPON THE FOLLOWING SOIL

PARAMETERS:

1. NET ALLOWABLE SOIL BEARING PRESSURE:

A. STATIC: 3000 PSF

B. WIND & SEISMIC: 4000 PSF

B. LATERAL EARTH PRESSURE PARAMETERS (LEVEL BACKFILL):

1. SOIL DENSITY = 110 PCF

2. COEFFICIENT OF ACTIVE PRESSURE (Ka) = 0.32

3. COEFFICIENT OF AT-REST PRESSURE (Ko) = 0.50

4. COEFFICIENT OF PASSIVE EARTH PRESSURE (Kp) = 2.73

5. COEFFICIENT OF FRICTION (u) = 0.35

6. MODULUS OF SUB-GRADE REACTION (ks) = 170 PCI

C. MINIMUM BEARING DEPTH: 18 INCHES

DC-5 ANTI-TERRORISM CRITERIA

A. THIS FACILITY HAS BEEN DESIGNED IN ACCORDANCE WITH THE

ANTI-TERRORISM (AT) REQUIREMENTS SET FORTH IN UFC 4-010-01,

DATED 30 JULY 2022. BUILDING ANTI-TERRORISM DESIGN CRITERIA

ARE AS FOLLOWS:

B. AT FACILITY CRITERIA

1. BUILDING SITE LOCATION : WITHIN INSTALLATION PERIMETER

2. BUILDING CATEGORY : INHABITED

3. BUILDING STANDOFF DISTANCE : > 50 FT TO PERIMETER

4. UNOBSTRUCTED SPACE: 33 FT

5. PROGRESSIVE COLLAPSE: N/A

6. STRUCTURAL ISOLATION: N/A

MASONRY

M-1 MASONRY WORK MUST BE IN CONFORMANCE WITH THE MASONRY SOCIETY

(TMS) “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES —

TMS 402” AND THE “SPECIFICATIONS FOR MASONRY STRUCTURES — TMS

602” (LATEST EDITION).

M-2 CONCRETE MASONRY TO HAVE A MINIMUM 28 DAY COMPRESSIVE

STRENGTH OF MASONRY (f'm) OF 2,000 PSI AND:

A. HOLLOW BLOCK: ASTM C 90, LIGHT WT.

B. SOLID BLOCKS: ASTM C 90, LIGHT WT.

M-3 HIGH STRENGTH (OPEN END BLOCK) UNITS ARE TO CONFORM TO ASTM C90,

LIGHT WEIGHT, TYPE I (MOISTURE CONTROLLED).

M-4 DEFORMED BAR REINFORCEMENT PER ASTM A 615/A 615M GRADE 60.

A. PROVIDE MINIMUM LAP SPLICES PER SCHEDULE ON S-601.

B. PROVIDE BAR SPACERS TO LOCATE REINFORCING WITHIN CMU

CELLS.

M-5 UNLESS NOTED OTHERWISE, HORIZONTAL JOINT REINFORCING TO BE

SPACED AT 16" OC IN WALLS UNO AND MUST BE GALVANIZED, STANDARD

CLASS, LADDER TYPE, CONFORMING TO ASTM A951. SIDE RODS TO BE 3/16"

WITH NO. 9 CROSS RODS UNO. PROVIDE ONE-PIECE PREFABRICATED

REINFORCING UNITS AT 8” OC AT WALL CORNERS AND INTERSECTIONS AND

IN THE FIRST TWO COURSES ABOVE AND BELOW MASONRY OPENINGS.

PROVIDE LAP AS RECOMMENDED BY THE MANUFACTURER WITH A MINIMUM

OF 6". DISCONTINUE HORIZONTAL JOINT REINFORCING AT CONTROL

JOINTS.

M-6 BOND BEAMS AND REINFORCING TO BE DISCONTINUOUS AT CONTROL

JOINTS UNLESS NOTED OTHERWISE. BOND BEAM REINFORCING AT THE

TOP AND BOTTOM OF WALLS AT EACH FLOOR ELEVATION IS TO BE

CONTINUOUS.

M-7 CONTROL JOINT SPACING IN MASONRY PARITION WALLS MUST BE

PROVIDED WHERE INDICATED ON THE ARCHITECTURAL DRAWINGS, OR A

MAXIMUM OF 24’-0” ON CENTER MAX AND WITHIN 2’-0” ON EITHER SIDE OF

WALL CORNERS.

M-8 MASONRY WALLS TO BE TEMPORARILY BRACED UNTIL FLOOR OR ROOF

SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING

THE WALLS.

M-9 ANCHOR RODS TO BE ASTM F 1554 Fy=36 KSI MINIMUM, UNLESS NOTED

OTHERWISE.

M-10 DOWEL REINFORCED MASONRY WALLS TO FOUNDATION. SIZE DOWELS TO

MATCH WALL REINFORCEMENT. LOCATE DOWELS IN CELLS TO CONTAIN

WALL REINFORCEMENT. LAP DOWELS WITH WALL REINFORCEMENT PER

SCHEDULE ON S-601.

M-11 UNLESS NOTED OTHERWISE, PLACE TYPICAL CMU REINFORCEMENT IN

CENTER OF FULLY GROUTED CELLS AND SPACE AS FOLLOWS:

A. FOR 8” CMU: (1)#5 VERTICAL AT 32” ON CENTER.

B. PROVIDE ADDITIONAL BARS AT CORNERS AND OPENINGS PER

TYPICAL DETAILS.

M-12 CORNERS AND INTERSECTIONS TO BE TIED BY MASONRY BOND.

A

M D

T

A

P R

IL

W

2Q R

R

_P la ns _A

2-

US Army Corps of Engineers ®

F ile

P a th

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N S

IZ

E

A

N S

I D

F

IL

E N

A M

E

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L

L O

U

IS

V

IL

L E

K

Y

M

IC

H A

E L B

A K

E R

I N

T E

R N

A T

IO

N

A L

IN

C

A

IR

S

ID

E

D R

IV

E

M O

O N

T O

W N

S H

IP

P

A

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

B

IM

/1 L

R L C a m p P a rk s A

S T

B a rr a c k s /1

C a m p P a rk s A

S T

B a rr a c k s S

.r v t

U S

-9 A

-S -0

G E

N E

R A

L N

O T

E S

A

B B

R E

V

IA

T

IO

N S

A N

D S

Y M

B O

L S

S-002

A D

V A

N C

E D

S K

IL

L S

T R

A

IN

IN

G

B A

R R

A C

K S

P A

R K

S R

E S

E R

V E

F O

R C

E S

T R

A

IN

IN

G

A R

E A

P

C E

R T

IF

IE

D F

IN

A

L S

U B

M

IS

S

IO

N

D B

A

IC

J C

U M

M

IN

G S

J Z

U K

O W

S K

I

E H

Y N

A L

F

E B

R U

A R

Y

OPEN WEB STEEL JOISTS

J-1 DESIGN, FABRICATION AND ERECTION OF OPEN WEB STEEL JOISTS MUST

CONFORM TO THE STEEL JOIST INSTITUTE (SJI) "STANDARD

SPECIFICATIONS AND LOAD TABLES FOR STEEL JOISTS AND JOIST

GIRDERS"(LATEST EDITION).

J-2 THE JOIST MANUFACTURER IS TO PROVIDE ANCHORS AND FASTENERS

REQUIRED FOR INSTALLATION OF JOISTS, BRIDGING AND BOTTOM CHORD

EXTENSIONS.

J-3 PROVIDE BRIDGING AND ANCHORAGE IN ACCORDANCE WITH SJI

REQUIREMENTS. WHERE ERECTION BRIDGING IS REQUIRED, HAVE IN

PLACE A ROW OF BOLTED BRIDGING BEFORE RELEASING HOIST LINES.

BRIDGING IN FIRST TWO AND LAST TWO SPACES MUST BE ‘X’-TYPE AND

ATTACHED TO A STRUCTURAL WALL OR STEEL BEAM.

J-4 STEEL JOISTS ARE TO BE EQUALLY SPACED IN BAYS UNO. DO NOT EXCEED

JOIST SPACING INDICATED ON THE DRAWINGS.

J-5 STEEL JOIST MANUFACTURER IS TO PROVIDE ADDITIONAL BOTTOM CHORD

BRIDGING FOR UPLIFT LOADS.

J-6 JOIST SEATS HAVE BEEN ASSUMED TO BE AS LISTED BELOW, UNO.

MODIFICATIONS TO THE STRUCTURE FOR ALTERNATE DEPTHS MUST BE

COORDINATED BY THE GENERAL CONTRACTOR.

A. K-SERIES: 3 1/2”

J-7 PROVIDE JOIST SEATS WITH A MINIMUM ROLLOVER CAPACITY OF 800 LBS

ULTIMATE EQ.

J-8 HANGERS SUPPORTING MECHANICAL, ELECTRICAL OR OTHER EQUIPMENT

ARE TO BE PLACED AT JOIST PANEL POINTS (WELDING NOT PERMITTED)

AND APPLIED LOADS ARE TO BE COORDINATED WITH STEEL JOIST

MANUFACTURER. DO NOT SUSPEND EQUIPMENT FROM BRIDGING OR

METAL DECK.

J-9 STEEL JOIST MANUFACTURER TO VERIFY SIZE, LOCATION AND WEIGHT OF

SUPPORTED MECHANICAL UNITS AND ASSOCIATED OPENINGS PRIOR TO

FABRICATION.

J-10 DESIGN THE WEBS OF ALL JOISTS GREATER THAN 20’-0” FOR A MINIMUM OF

25 PERCENT STRESS REVERSAL EXCEPT FOR THE FIRST TENSION WEB

WHICH REMAINS IN TENSION UNDER ALL SIMPLE SPAN GRAVITY LOADS.

J-11 DESIGN ALL JOISTS FOR AN ADD-LOAD OF 200 LB.

METAL DECK

D-1 METAL DECK MUST BE DETAILED IN ACCORDANCE WITH THE STEEL DECK

INSTITUTE (SDI) "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS

AND ROOF DECKS" (LATEST EDITION).

D-2 ROOF DECK: RE: SCHEDULE S-611.

D-3 COMPOSITE DECK: RE: SCHEDULE S-611.

D-4 ROOF DECK TO BE FASTENED TO THE SUPPORTING STEEL AT THE ENDS OF

UNITS AND AT INTERMEDIATE SUPPORTS WITH 5/8” PUDDLE WELDS IN A

PATTERN 6" OC ACROSS THE WIDTH OF THE DECK IN A 36/7 PATTERN AND

DECK SIDE LAPS MUST BE FASTENED WITH #12 TEK SCREWS AT FIVE (5)

EQUAL SPACES BETWEEN THE SUPPORTS PER THE SCHEDULE ON S-611.

SPLIT OR PARTIAL PANELS TO BE FASTENED TO THE SUPPORTING

STRUCTURE IN EVERY VALLEY REGARDLESS OF ADJACENT FASTENER

PATTERNS.

D-5 COMPOSITE STEEL FLOOR DECK TO USE PUDDLE WELDS AT SUPPORTING

STEEL ELEMENTS WHERE NO SHEAR STUDS ARE USED, RE: SCHEDULE

S-611. WELDING WASHERS TO BE USED BY THE DECK MANUFACTURER.

LIGHT GAGE STEEL FRAMING

LG-1 STRUCTURAL MEMBERS MUST BE DESIGNED IN ACCORDANCE WITH THE

AMERICAN IRON AND STEEL INSTITUTE (AISI) "NORTH AMERICAN

SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL

MEMBERS" (LATEST EDITION).

LG-2 STRUCTURAL MEMBERS TO BE FORMED FROM CORROSION RESISTANT

STEEL CONFORMING TO ASTM A 653/A 653M WITH MINIMUM YIELD STRESS

(Fy) ACCORDING TO STRUCTURAL PERFORMANCE.

LG-3 LIGHT GAGE MEMBERS AND DETAILS SHOWN ON THE ARCHITECTURAL OR

STRUCTURAL DRAWINGS ARE FOR BID PURPOSES ONLY. STRUCTURAL

STUD AND/OR JOIST FRAMING MEMBERS AND CONNECTIONS ARE TO BE

ENGINEERED BY THE MANUFACTURER. DESIGN CALCULATIONS AND SHOP

DRAWINGS INDICATING JAMBS, POSTS, HEADERS, BRACING AND PIECES

NECESSARY FOR CONSTRUCTION MUST BE SUBMITTED TO THE

CONTRACTING OFFICER FOR REVIEW. DESIGN CALCULATIONS ARE TO BE

PREPARED BY OR UNDER THE SUPERVISION OF A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF WHICH THE PROJECT IS

CONSTRUCTED AND BEARING THE SEAL OF THAT PROFESSIONAL

ENGINEER.

LG-4 EXTERIOR STUD WALLS TO BE DESIGNED FOR A MINIMUM UNIFORM WIND

PRESSURE PER THE APPLICABLE BUILDING CODE COMPONENTS AND

CLADDING LOAD AND A MAXIMUM PERMISSIBLE HORIZONTAL DEFLECTION

OF L/360 (L/600 FOR BRICK VENEER).

LG-5 MAXIMUM STUD SPACING TO BE 16" ON CENTER WITH DOUBLED STUDS

(MINIMUM) AT EACH SIDE OF OPENINGS.

LG-6 FRAMING COMPONENTS ARE TO BE CUT SQUARELY FOR ATTACHMENT TO

PERPENDICULAR MEMBERS OR AS AN ANGULAR FIT AGAINST ABUTTING

MEMBERS.

LG-7 FIELD CUTTING OF STUDS MUST BE DONE BY SAWING OR SHEARING,

TORCH CUTTING OF COLD-FORMED MEMBERS IS UNACCEPTABLE.

LG-8 FASTENING OF COMPONENTS IS TO BE WITH SELF-DRILLING SCREWS OR

WELDING. WELDING OF STUDS MUST COMPLY WITH AWS D1.3/D1.3M. WELDS

TO BE TOUCHED-UP WITH ZINC-RICH PAINT. SCREWS AND WELDS TO BE OF

SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. WIRE

TYING OF COMPONENTS IS NOT PERMITTED.

LG-9 LIGHT GAGE STEEL FRAMING MEMBERS ARE TO BE SECURELY ATTACHED

TO THE STRUCTURE WHERE INDICATED ON THE DRAWINGS, OR APPROVED

SHOP DRAWINGS. FASTENERS TO BE COMPATIBLE TO THE STRUCTURAL

MEMBERS. POWDER DRIVEN FASTENERS ARE NOT ACCEPTABLE FOR

STRUCTURAL APPLICATIONS.

LG-10 PROVIDE VERTICAL SLIDE TRACKS, OR SLIDE CLIPS, WHERE INDICATED ON

THE DRAWINGS OR OTHERWISE REQUIRED TO ALLOW FOR VERTICAL

STRUCTURAL MOVEMENTS. MAXIMUM EXPECTED STRUCTURE LIVE LOAD

DEFLECTION IS L/360 AT FLOORS AND L/240 AT ROOFS.

LG-11 REFERENCE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION,

INCLUDING SHEATHING TYPE, FINISHES, OPENINGS, LOCATIONS ETC.

STRUCTURAL STEEL

S-1 STRUCTURAL STEEL WORK IS TO BE DETAILED AND CONSTRUCTED IN

ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION

(AISC) "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" (LATEST

EDITION) AND THE “CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS

AND BRIDGES”.

S-2 STRUCTURAL STEEL, UNLESS NOTED OTHERWISE, TO CONFORM TO THE

REQUIREMENTS OF ASTM STANDARDS AS INDICATED ON THE STEEL

MATERIAL SCHEDULE ON DRAWING S-601.

S-3 PRIOR TO FABRICATION, THE STEEL FABRICATOR IS TO SUBMIT TO THE

CONTRACTING OFFICER FOR REVIEW THE FOLLOWING:

A. DESIGN CALCULATIONS OF STRUCTURAL STEEL CONNECTIONS,

PREPARED BY OR UNDER THE SUPERVISION OF, A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF WHICH THE PROJECT IS

CONSTRUCTED AND BEARING THE SEAL OF THE PROFESSIONAL

ENGINEER.

B. SHOP DRAWINGS SHOWING ERECTION PLANS, PIECE DRAWINGS,

AND CONNECTION DETAILS.

S-4 THE STRUCTURAL STEEL FABRICATOR, AND/OR GENERAL CONTRACTOR,

MUST VERIFY EXISTING DIMENSIONS AND CONDITIONS AT THE SITE.

DISCREPANCIES FOUND ARE TO BE REPORTED TO THE CONTRACTING

OFFICER PRIOR TO PREPARATION OF SHOP DRAWINGS. SHOP DRAWINGS

ARE TO INCLUDE FIELD MEASUREMENTS AND CONDITIONS.

S-5 STRUCTURAL STEEL FABRICATOR IS TO PROVIDE FOR VERTICAL AND

HORIZONTAL FIELD ADJUSTMENT OF SUPPORT ASSEMBLIES.

S-6 STEEL BEAMS ARE TO BE EQUALLY SPACED IN BAYS UNLESS OTHERWISE

NOTED.

S-7 FABRICATE AND INSTALL BEAMS WITH NATURAL CAMBER UP UNLESS

CAMBER IS NOTED ON THE DRAWINGS.

S-8 STRUCTURAL STEEL FRAMES ARE TO BE SECURELY BRACED UNTIL FLOOR

SLABS, ROOF DECKS AND SHEAR WALLS HAVE BEEN INSTALLED AND

BECOME CAPABLE OF STABILIZING THE FRAMES.

S-9 BOLTED CONNECTIONS TO BE DESIGNED AND DETAILED…