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PROPERTY OWNER:SOUTHEASTERN ENTERPRISES, INC1202 LAKE PARK BLV NCAROLINA BEACH, NC 28428APPLICATION:COMMUNICATIONS TOWER GROUP (CTG)15720 BRIXHAM HILL AVE. SUITE 300CHARLOTTE, NC 28277BRAD LAGANO(E)blagano.ctowergroup.com(P)704-992-7522REAL ESTATE:COMMUNICATIONS TOWER GROUP (CTG)15720 BRIXHAM HILL AVE. SUITE 300CHARLOTTE, NC 28277TERRY THOMAS(E)tthomas@ctowergroup.com(P)727-254-7458ENGINEERING:P. MARSHALL & ASSOCIATES3545 WHITEHALL PARK DRIVE SUITE 450CHARLOTTE, NORTH CAROLINA 28273TREVOR MCALLISTER(E)tmcallister@pmass.com(P)478-542-3291
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PM&A; TREVOR McALLISTER 678 2802325P. MARSHALL & ASSOCIATES P. MARSHALL & ASSOCIATES PATRICK MARSHALL 024136 678 280-2325 NEW HANOVER 902 THE CAPE BLVD WILMINGTON, NC CTG RAW-LAND MONOPOLE - THE CAPE BLVD-NC-0010081
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S
S
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D
OT
H
E
R
W
I
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VE
R
T
.
V
E
R
T
I
C
A
L
VL
D
V
E
R
T
I
C
A
L
L
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G
D
O
W
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VL
U
V
E
R
T
I
C
A
L
L
E
G
U
P
W/
W
I
T
H
GENERAL NOTES
AB
B
R
E
V
I
A
T
I
O
N
K
E
Y
1.THE GENERAL CONTRACTOR MUST VERIFY ALL EXISTING & PROPOSEDDIMENSIONS, CONDITIONS, AND ELEVATIONS BEFORE STARTING WORK.ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THEENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THEWORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNERIN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES.2.IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETEDINSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLTEMPORARY BRACING, SHORING, TIES, FORM WORK, ETC., INACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL ORDINANCES,TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME.ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES.3.THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLEDWORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THENECESSARY CRAFTS AND WHO ARE 3. COMPLETELY FAMILIAR WITH THESPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPERPERFORMANCE OF THE WORK.4.CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITHGENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTIONCONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETERESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OFCONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALLPERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL BE MADE TOAPPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKINGHOURS AND PRIME CONTRACTOR FURTHER AGREES TO INDEMNIFY ANDHOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REALOR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THISPROJECT.5.SITE GROUNDING SHALL COMPLY WITH ENERGY GROUNDINGSTANDARDS, LATEST VERSION. WHEN NATIONAL AND LOCALGROUNDING CODES ARE MORE STRINGENT, THEY 5. SHALL GOVERN.GROUNDING SHALL BE COMPLETED BEFORE ERECTION OF A NEWTOWER.6.ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETYREQUIREMENTS. PROCEDURES FOR THE PROTECTION OF EXCAVATIONS,EXISTING CONSTRUCTION, AND UTILITIES 6. SHALL BE ESTABLISHED PRIORTO FOUNDATION INSTALLATION. IF TEMPORARY LIGHTING ANDMARKING IS REQUIRED BY THE FEDERAL AVIATION ADMINISTRATION(FAA), IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THENECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENTOF A PROBLEM.7.ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALLLOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. THE MOSTSTRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES ORDIFFERENCES IN THE CODE REQUIREMENTS.8.THE CONTRACTOR SHALL RESTORE ALL PROPERTY TO IT'SPRE-CONSTRUCTION CONDITIONS TO THE OWNER'S SATISFACTION. ANYDAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THECONTRACTOR'S EXPENSE. THE CONTRACTOR IS TO PROTECT ALLEXISTING PROPERTY LINE MONUMENTATION, STRUCTURES, UTILITIES. ANYDAMAGE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'SEXPENSE UNDER THE SUPERVISION OF A REGISTERED SURVEYOR ORENGINEER.9.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AMPLE NOTICE TOTHE BUILDING INSPECTION DEPARTMENT TO SCHEDULE THE REQUIREDINSPECTIONS. A MINIMUM OF 24 9. HOURS OF NOTICE SHOULD BEGIVEN THE BUILDING INSPECTION DEPARTMENTS HAVE REQUESTED THATGROUPS OF TWO OR THREE SITES BE SCHEDULED AT ONE TIME IFPOSSIBLE.10.THE COMPLETE BID PACKA
G
E
I
N
C
L
U
D
E
S
T
H
E
S
E
C
O
N
S
T
R
U
C
T
I
O
N
DRAWINGS ALONG WITH T
H
E
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
N
D
T
O
W
E
R
DRAWINGS/ANALYSIS. CO
N
T
R
A
C
T
O
R
I
S
1
0
.
R
E
S
P
O
N
S
I
B
L
E
F
O
R
R
E
V
I
E
W
OF THE TOTAL BID PACKAG
E
P
R
I
O
R
T
O
B
I
D
S
U
B
M
I
T
T
A
L
.
I
T
S
H
A
L
L
B
E
T
H
E
CONTRACTOR'S RESPONS
I
B
I
L
I
T
Y
T
O
E
X
A
M
I
N
E
A
L
L
D
R
A
W
G
I
N
S
&
SPECIFICATIONS AND TO C
O
O
R
D
I
N
A
T
E
H
I
S
W
O
R
K
W
I
T
H
T
H
E
W
O
R
K
O
F
ALL OTHER TO ENSURE THA
T
W
O
R
K
P
R
O
G
R
E
S
S
I
O
N
I
S
I
N
T
E
R
R
U
P
T
E
D
A
N
D
DOES NOT INTERRUPT THE P
R
O
P
E
R
T
Y
O
W
N
E
R
'
S
O
P
E
R
A
T
I
O
N
S
A
T
A
N
Y
TIME.11. THE CONTRACTOR SHALL
V
E
R
I
F
Y
L
O
C
A
T
I
O
N
S
O
F
A
L
L
E
X
I
S
T
I
N
G
U
T
I
L
I
T
I
E
S
WITHIN THE CONSTRUCTIO
N
L
I
M
I
T
S
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
.
A
L
L
CONNECTIONS TO EXISTIN
G
S
Y
S
T
E
M
S
S
H
A
L
L
B
E
C
O
O
R
D
I
N
A
T
E
D
W
I
T
H
T
H
E
OWNER OR OWNER'S REPR
E
S
E
N
T
A
T
I
V
E
A
N
D
T
H
E
U
T
I
L
I
T
Y
C
O
M
P
A
N
Y
P
R
I
O
R
TO EACH CONNECTION.12.THE CONTRACTOR IS RESP
O
N
S
I
B
L
E
F
O
R
M
A
I
N
T
A
I
N
I
N
G
P
O
S
I
T
I
V
E
DRAINAGE ON THE SITE AT
A
L
L
T
I
M
E
S
.
S
I
L
T
A
N
D
E
R
O
S
I
O
N
C
O
N
T
R
O
L
SHALL BE MAINTAINED ON
T
H
E
1
2
.
D
O
W
N
S
T
R
E
A
M
S
I
D
E
O
F
T
H
E
S
I
T
E
A
T
ALL TIMES. ANY DAMAGE
T
O
A
D
J
A
C
E
N
T
P
R
O
P
E
R
T
I
E
S
W
I
L
L
B
E
CORRECTED AT THE CONT
R
A
C
T
O
R
'
S
E
X
P
E
N
S
E
.
13.CLEARING OF TREES AND
V
E
G
E
T
A
T
I
O
N
O
N
T
H
E
S
I
T
E
S
H
O
U
L
D
B
E
K
E
P
T
T
O
A MINIMUM. ONLY THE TRE
E
S
N
E
C
E
S
S
A
R
Y
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
O
F
T
H
E
FACILITIES SHALL BE REMO
V
E
D
.
A
N
Y
D
A
M
A
G
E
T
O
P
R
O
P
E
R
T
Y
O
U
T
S
I
D
E
THE LEASED PROPERTY SHA
L
L
B
E
R
E
P
A
I
R
E
D
B
Y
T
H
E
C
O
N
T
R
A
C
T
O
R
.
14.ALL SUITABLE BORROW MA
T
E
R
I
A
L
F
O
R
B
A
C
K
F
I
L
L
O
F
T
H
E
S
I
T
E
S
H
A
L
L
B
E
INCLUDED IN THE BID. EXC
E
S
S
T
O
P
S
O
I
L
A
N
D
U
N
S
U
I
T
A
B
L
E
M
A
T
E
R
I
A
L
SHALL BE DISPOSED OF OF
F
S
I
T
E
A
T
L
O
C
A
T
I
O
N
S
A
P
P
R
O
V
E
D
B
Y
GOVERNING AGENCIES P
R
I
O
R
T
O
D
I
S
P
O
S
A
L
.
15.SEEDING AND MULCHING
O
F
T
H
E
S
I
T
E
W
I
L
L
B
E
A
C
C
O
M
P
L
I
S
H
E
D
A
S
S
O
O
N
AS POSSIBLE AFTER COMP
L
E
T
I
O
N
O
F
T
H
E
S
I
T
E
D
E
V
E
L
O
P
M
E
N
T
.
T
H
E
CONTRACTOR IS RESPONS
I
B
L
E
F
O
R
P
R
O
V
I
D
I
N
G
A
N
D
M
A
I
N
T
A
I
N
I
N
G
A
N
ADEQUATE COVER OF VE
G
E
T
A
T
I
O
N
O
V
E
R
T
H
E
S
I
T
E
F
O
R
A
O
N
E
Y
E
A
R
PERIOD.16.RECORD DRAWINGS: MAI
N
T
A
I
N
A
R
E
C
O
R
D
O
F
A
L
L
C
H
A
N
G
E
S
,
SUBSTITUTIONS, ETC., BETW
E
E
N
T
H
E
W
O
R
K
A
S
S
P
E
C
I
F
I
E
D
A
N
D
I
N
S
T
A
L
L
E
D
.
RECORD CHANGES ON A
C
L
E
A
N
S
E
T
O
F
C
O
N
T
R
A
C
T
D
R
A
W
I
N
G
S
W
H
I
C
H
SHALL BE TURNED OVER TO
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
M
A
N
A
G
E
R
U
P
O
N
COMPLETION OF THE PRO
J
E
C
T
.
17. THE CONTRACTOR SHALL
O
B
T
A
I
N
A
N
D
P
A
Y
F
O
R
A
L
L
R
E
Q
U
I
R
E
D
LICENSES, FEES, INSPECTIO
N
S
,
E
T
C
.
B
U
I
L
D
I
N
G
P
E
R
M
I
T
S
W
I
L
L
B
E
O
B
T
A
I
N
E
D
BY CONTRACTOR & PAID F
O
R
B
Y
T
H
E
C
O
U
N
T
Y
.
18.CONTRACTOR SHALL KEEP
T
H
E
P
R
O
J
E
C
T
S
I
T
E
F
R
E
E
F
R
O
M
ACCUMULATION OF WAST
E
M
A
T
E
R
I
A
L
S
&
R
U
B
B
I
S
H
A
T
A
L
L
T
I
M
E
S
D
U
R
I
N
G
CONSTRUCTION PERIOD &
S
H
A
L
L
R
E
M
O
V
E
.
A
L
L
W
A
S
T
E
M
A
T
E
R
I
A
L
S
&
RUBBISH FROM PROJECT S
I
T
E
A
T
T
H
E
C
O
M
P
L
E
T
I
O
N
O
F
W
O
R
K
,
E
X
C
E
P
T
THOSE SPECIFICALLY REQU
I
R
E
D
B
Y
T
H
E
C
O
N
T
R
A
C
T
D
O
C
U
M
E
N
T
S
T
O
B
E
LEFT FOR THE OWNER'S MA
I
N
T
E
N
A
N
C
E
.
C
O
N
S
T
R
U
C
T
I
O
N
W
A
S
T
E
M
A
Y
NEITHER BE BURNED NOR B
U
R
I
E
D
A
N
D
M
U
S
T
B
E
T
A
K
E
N
T
O
A
N
A
P
P
R
O
V
E
D
LANDFILL AT CONTRACTO
R
E
X
P
E
N
S
E
.
19.SECURITY TO THE SITE SHAL
L
B
E
M
A
I
N
T
A
I
N
E
D
A
T
A
L
L
T
I
M
E
S
.
20.CONTRACTOR IS RESPONS
I
B
L
E
F
O
R
T
H
E
C
O
N
D
I
T
I
O
N
O
F
T
H
E
A
L
L
CABINETS AND /OR SHELTE
R
D
U
R
I
N
G
A
N
D
A
F
T
E
R
C
O
N
S
T
R
U
C
T
I
O
N
.
CABINETS AND /OR SHELTE
R
S
S
H
A
L
L
N
O
T
B
E
U
S
E
D
F
O
R
S
T
O
R
A
G
E
O
F
TOOLS, CONSTRUCTION M
A
T
E
R
I
A
L
O
R
E
Q
U
I
P
M
E
N
T
.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
ENSURE THE CABINETS AND
/
O
R
S
H
E
L
T
E
R
S
I
S
C
L
E
A
N
E
D
A
T
T
H
E
CONCLUSION OF CONSTR
U
C
T
I
O
N
.
S
H
E
L
T
E
R
F
L
O
O
R
S
S
H
A
L
L
B
E
C
L
E
A
N
E
D
,
WAXED AND BUFFED TO SH
I
N
E
.
GENERAL NOTES
130'-0"
659'-7"
130'-0"
407
'
-
1
1
"
PR
O
J
E
C
T
:
SI
T
E
D
E
V
E
L
O
P
M
E
N
T
DE
S
I
G
N
E
R
:
I
N
S
CH
E
C
K
E
D
:
J
T
M
JO
B
#
:
2
0
K
C
G
_
N
N
C
-
0
0
1
7
NO
.
D
A
T
E
D
E
S
C
R
I
P
T
I
O
N
LO
C
A
T
I
O
N
:
A
5/
1
2
/
2
1
FI
N
A
L
TH
E
C
A
P
E
B
L
V
D
.
90
2
T
H
E
C
A
P
E
B
L
V
D
,
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
1
2
CT
G
-
N
C
0
0
1
0
0
8
1
3
4
.
0
7
2
9
9
2
,
-
7
7
.
9
0
1
7
9
4
NE
A
R
E
S
T
A
D
D
R
E
S
S
:
C-
1
OV
E
R
A
L
L
SI
T
E
P
L
A
N
1.SITE PLAN SHOWN WAS TAKEN FROM SURVEY INFORMATION PROVIDED BY POINT TO POINT LAND S
U
R
V
E
Y
O
R
S
,
I
N
C
.
C
O
N
T
R
A
C
T
O
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ON SITE PLAN. CONTRACTOR IS TO ESTABLISH THE EXISTENCE AND LOCATION OF ALL EXISTING UND
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·ALL MATERIALS SHALL MEET DOT STANDARD SPECIFICATION FOR ROAD CONSTRUCTION.·GRAVEL BASE & TOP COURSE DEPTH SHOWN AS MIN. INCREASE DEPTH MAY BE REQUIRED DUE
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HD BEARINGHINGES (TYP.OF 2)SLIDE BOLT LOCKING MECHANISM WITH TAB HASPS & PADLOCK.GC TO COORDINATE WITH OWNER FOR FINAL COMBINATION.NOTES
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SCALE: NTS H-FRAME DETAIL 6'-0"4'-0"4" (TYP.)18" (TYP.)NOTES1.VERIFY ALL MOUNTING LOCATION PER EQUIPMENT MANUFACTURER FOR LOCATION & QUANITYOF UNISTRUT ON H-FRAME. (MIN. 5 UNISTRUT SHALL BE INSTALLED)2.ALL EQUIPMENT SHALL BE MOUNTED A MIN. OF 6" ABOVE FINISH GRADE.3.ALL CONDUIT STUB-UP TO BE ATTACHED NO GREATER HAD 6" MAX. ABOVE FINISHED GRADE.ATTACH ALL CONDUIT ABOVE FIRST 6" AT 12" ON CENTER.4.BOND ALL METALLIC SURFACES TO GROUND RING WITH #2 SOLID AWG TIN-PLATED COPPERGROUND CONDUCTOR.5.ALL GROUND LEADS SHALL BE INSTALLED IN 1" SCH. 40 PVC CONDUIT. PROVIDE WATERTIGHTCAULK SEAL & ADEQUATE COIL FOR CONNECT TO PROPOSED EQUIPMENT.WATERTIGHT ENDCAP (TYP.)STANDARD PVC UNISTRUTEND-CAP (TYP.)P1000 UNISTRUT SPACED ASREQUIRED, SECURE TO STD,UNISTRUT STRUCTURAL PIPECONNECTOR FOR V- BOLTSSIZED PER NEED 3" Ø SCH40 GALVANIZED STEELPIPE MAX @ 72" O.C.FINISH GRADE4000 PSI CONCRETE POSTFOOTING, MIN. (TYP.)6'-0" MAX. SEE PLAN6" MIN.
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FOUNDATION, EXCAVATION & GRADING NOTES1.ALL CUT AND FILL SLOPES SHALL BE 2 : 1 MAXIMUM.2.ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BESUBSTANTIALLY3.HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREEFROM LOOSE MATERIAL AND EXCESS GROUND WATER. DEWATERINGFOR EXCESS GROUND WATER SHALL BE PROVIDED IF REQUIRED.4.CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANICMATERIAL. IF SOUND SOIL IS NOT REACHED AT THE DESIGNATEDEXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATEDTO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLYCOMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BEFILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THEFOUNDATION.5.ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITHEITHER MECHANICALLY COMPACTED GRANULAR MATERIAL ORCONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THEEXCAVATION. STONE, IF USED, SHALL NOT BE USED AS COMPILINGCONCRETE THICKNESS.6.AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTIONBELOW GRADE, AND 5. BEFORE BACK FILLING, ALL EXCAVATIONSSHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH, DEBRIS, AND SO FORTH.7.ALL BACKFILLING SHALL (1) USE APPROVED MATERIALS CONSISTING OFEARTH, LOAM, 6. SANDY CLAYS, SAND AND GRAVEL, OR SOFT SHALE,(2) BE FREE FROM CLODS OR STONES OVER 2 1/2" MAXIMUMDIMENSIONS, AND (3) BE PLACED IN LAYERS AND COMPACTED.8.SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED INLAYERS, MAXIMUM 6" 7. DEEP BEFORE COMPACTION. EACH LAYERSHALL BE SPRINKLED IF REQUIRED AND COMPACTED BY HAND ORMACHINE TAMPERS TO 95% OF MAXIMUM DENSITY, AT THE OPTIMUMMOISTURE CONTENT OF ±2% AS DETERMINED BY ASTM DESIGNATIOND-698, UNLESS OTHERWISE APPROVED. SUCH BACK FILL SHALL NOT BEPLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE.9.THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE WATER RUNOFFAND PREVENT 8. WATER FROM STANDING. THE FINAL GRADE SHALLSLOPE AWAY IN ALL DIRECTIONS FROM THE FOUNDATION AREA (UP TO 1FOOT OUTSIDE THE FENCE OR GROUND SYSTEM PERIMETER) AND SHALLBE COVERED WITH A GEOTEXTILE FABRIC MIRAFI 500X OR APPROVEDEQUAL TO PREVENT REOCCURRENCE OF VEGETATIVE GROWTH, ANTHEN SHALL BE COVERED WITH 4" DEEP COMPACTED STONE ORGRAVEL.10.THE CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATIONCONTROL MEASURES 9. AS REQUIRED BY LOCAL, CITY, COUNTY, ANDSTATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROMSOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT INSTREAMS AND DRAINAGE PATHS FROM LEAVING THE CONSTRUCTIONAREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALESEDIMENT BARRIERS, AND CHECK DAMS.11.FILL PREPARATION: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WETAND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, ANDDELETERIOUS MATERIAL FROM GROUND SURFACE PRIOR TO PLACINGFILLS. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITHEXISTING SURFACE. WHEN SUBGRADE OR EXISTING GROUND SURFACETO RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL,BREAK UP GROUND SURFACE TO REQUIRED DEPTH, PULVERIZE,MOISTURE CONDITION OR AERATE SOIL, AND RECOMPACT TOREQUIRED DENSITY.12.REPLACE EXISTING GRAVE
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N
S
T
R
U
C
T
I
O
N
OPERATIONS. GRAVEL SUR
F
A
C
I
N
G
S
H
A
L
L
B
E
R
E
P
L
A
C
E
D
T
O
M
A
T
C
H
EXISTING ADJACENT GRAV
E
L
S
U
R
F
A
C
I
N
G
A
N
D
S
H
A
L
L
B
E
O
F
T
H
E
S
A
M
E
THICKNESS. SURFACES AND
G
R
A
V
E
L
S
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R
F
A
C
I
N
G
S
H
A
L
L
B
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F
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F
R
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CORRUGATIONS AND WA
V
E
S
.
E
X
I
S
T
I
N
G
G
R
A
V
E
L
S
U
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F
A
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G
M
A
Y
B
E
EXCAVATED SEPARATELY A
N
D
R
E
U
S
E
D
I
F
I
N
J
U
R
I
O
U
S
A
M
O
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T
S
O
F
EARTH, ORGANIC MATTER
,
O
R
O
T
H
E
R
D
E
L
E
T
E
R
I
O
U
S
M
A
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R
I
A
L
S
A
R
E
REMOVED PRIOR TO REUSE
.
F
U
R
N
I
S
H
A
L
L
A
D
D
I
T
I
O
N
A
L
G
R
A
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RESURFACING MATERIAL A
S
R
E
Q
U
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D
.
B
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F
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G
R
A
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REPLACED, SUBGRADE SH
A
L
L
B
E
G
R
A
D
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D
T
O
C
O
N
F
O
R
M
T
O
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E
Q
U
I
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D
SUBGRADE ELEVATIONS, A
N
D
L
O
O
S
E
O
R
D
I
S
T
U
R
B
E
D
M
A
T
E
R
I
A
L
S
S
H
A
L
L
BE THOROUGHLY COMPA
C
T
E
D
.
D
E
P
R
E
S
S
I
O
N
S
I
N
T
H
E
S
U
B
G
R
A
D
E
S
H
A
L
L
BE FILLED AND COMPACTE
D
W
I
T
H
A
P
P
R
O
V
E
D
S
E
L
E
C
T
E
D
M
A
T
E
R
I
A
L
.
GRAVEL SURFACING MATE
R
I
A
L
S
H
A
L
L
N
O
B
E
U
S
E
D
F
O
R
F
I
L
L
I
N
G
DEPRESSIONS IN THE SUBG
R
A
D
E
.
13.PROTECT EXISTING GRAVE
L
S
U
R
F
A
C
I
N
G
A
N
D
S
U
B
G
R
A
D
E
I
N
A
R
E
A
S
WHERE EQUIPMENT LOADS
W
I
L
L
O
P
E
R
A
T
E
.
U
S
E
P
L
A
N
K
I
N
G
O
R
O
T
H
E
R
SUITABLE MATERIALS DESIG
N
E
D
T
O
S
P
R
E
A
D
E
Q
U
I
P
M
E
N
T
L
O
A
D
S
.
R
E
P
A
I
R
ANY DAMAGE TO EXISTING
G
R
A
V
E
L
S
U
R
F
A
C
I
N
G
O
R
S
U
B
G
R
A
D
E
W
H
E
R
E
SUCH DAMAGE IS DUE TO
T
H
E
C
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N
T
R
A
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T
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'
S
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P
E
R
A
T
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S
.
E
N
S
U
R
E
POSITIVE DRAINAGE DURIN
G
A
N
D
A
F
T
E
R
C
O
M
P
L
E
T
I
O
N
O
F
CONSTRUCTION.14.RIPRAP SHALL BE CLEAN, H
A
R
D
,
S
O
U
N
D
,
D
U
R
A
B
L
E
,
U
N
I
F
O
R
M
I
N
QUALITY, AND FREE OF AN
Y
1
4
.
D
E
T
R
I
M
E
N
T
A
L
Q
U
A
N
T
I
T
Y
O
F
S
O
F
T
,
FRIABLE, THIN, ELONGATED
O
R
L
A
M
I
N
A
T
E
D
P
I
E
C
E
S
,
D
I
S
I
N
T
E
G
R
A
T
E
D
MATERIAL, ORGANIC MAT
T
E
R
,
O
I
L
,
A
L
K
A
L
I
,
O
R
O
T
H
E
R
D
E
L
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T
E
R
I
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U
S
SUBSTANCE.15.REMOVE ALL ORGANICS,
R
O
C
K
S
G
R
E
A
T
E
R
T
H
A
N
3
"
,
U
N
U
S
E
D
F
I
L
L
A
N
D
OTHER DEBRIS TO AN 15. A
R
E
A
O
F
F
S
I
T
E
I
N
A
L
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G
A
L
M
A
N
N
E
R
FOUNDATION, EXCA
V
A
T
I
O
N
&
G
R
A
D
I
N
G
N
O
T
E
S
18" MIN
6"
2"
4'-
0
"
M
A
X
.
18" MIN
FL
O
W
30" MIN
28"
30" MIN
28"
WO
V
E
N
W
I
R
E
FE
N
C
E
B
A
C
K
I
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GE
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S
.
A
.
R
-
2
(
1
.
5
"
-
3
.
5
"
)
2
0
'
M
I
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M
U
M
50'
M
I
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M
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M
3
0
'
M
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X
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6" MINIMUM
(W
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3.
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:
C-
1
0
EROSION & SEDIMENT CONTROL NOTES1.COMPOUND SHALL BE RELATIVELY FLAT. CONTRACTOR TO PROVIDEPOSITIVE DRAINAGE.2.DISTURBED AREAS LEFT IDLE SHALL BE STABILIZED WITH TEMPORARYVEGETATION AFTER 14 DAYS; AFTER 30 DAYS PERMANENT VEGETATIONSHALL BE ESTABLISHED.3.PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITIES, THE LIMITS OFTHE DISTURBANCE SHALL BE CLEARLY DEMARCATED WITH STAKES,RIBBONS, OR OTHER APPROPRIATE MEANS.4.THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OFEROSION CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENTDEPOSITS AND EROSION. CONTRACTOR SHALL CALL APPROPRIATECOUNTY FOR AN INSPECTION OF SOIL EROSION CONTROL MEASURESPRIOR TO BEGIN GRADING ACTIVITY. ALL SEDIMENT CONTROL WILL BEMAINTAINED UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTIONAREA HAS BEEN COMPLETELY STABILIZED.5.THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAYHAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGEPATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINALPROPOSED DRAINAGE SYSTEMS. ANY DIFFICULTY IN CONTROLLINGEROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTEDTO THE ENGINEER IMMEDIATELY.6.EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES IF FULLIMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FORELECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENTCONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREATTHE SEDIMENT SOURCE.7.THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT ISWITHIN 12" OF THE TOP OF THE SILT FENCE.8.FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROLMEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THEJOB SITE UNTIL SUCH MEASURES ARE CORRECTED.9.ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 7DAYS SHALL BE STABILIZED WITH SEEDING.10.CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTERCOMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENTGROUND COVER.11.THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THEINSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIORTO, OR CONCURRENT WITH, LAND-SIDTURBING ACTIVITIES.12.ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED ANDVEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION.13.ALL FILL SLOPES WILL HAVE SILT FENCES AT THE TOE OF THE SLOPE.14.ALL SEDIMENT AND EROSION CONTROL MEASURES WILL BE CHECKEDDAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE ENDOF EACH DAY. ADDITIONAL EROSION AND SEDIMENT CONTROLMEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITEINSPECTION BY THE ISSUING AUTHORITY.15.A 25' MIN. UNDISTURBED VEGETATION BUFFER ADJ. TO ALL RUNNINGSTREAMS AND CREEKS WILL BE LEFT AND MAINTAINED.16.MAINTENANCE STATEMENT: EROSION CONTROL MEASURES WILL BEINSPECTED AT LEAST WEEKLY, AFTER EACH RAIN AND REPAIRED BY THEGENERAL CONTRACTOR.17.ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IFDEEMED NECESSARY BY ON-SITE INSPECTIONS.18.CONSTRUCTION EXIT - TO REDUCE OR ELIMINATE THE TRANSPORT OFMUD FROM THE CONSTRUCTION AREA ONTO PUBLIC RIGHT-OF-WAYS,STREETS, ALLEYS, SIDEWALKS, OR PARKING AREAS. IMMEDIATELYREMOVE MUD AND DEBRIS TRACKED OR SPILLED ONTO ROADWAYS.19.TYPE C SEDIMENT BARRIER
-
T
O
P
R
E
V
E
N
T
A
N
Y
S
E
D
I
M
E
N
T
C
A
R
R
I
E
D
B
Y
SHEET FLOW FROM LEAVIN
G
T
H
E
S
I
T
E
A
N
D
E
N
T
E
R
I
N
G
N
A
T
U
R
A
L
DRAINAGE WAYS OR STOR
M
D
R
A
I
N
A
G
E
S
Y
S
T
E
M
S
.
20.DISTURBED AREA STABILIZA
T
I
O
N
(
T
E
M
P
O
R
A
R
Y
)
-
T
O
E
S
T
A
B
L
I
S
H
A
TEMPORARY VEGETATIVE C
O
V
E
R
W
I
T
H
F
A
S
T
G
R
O
W
I
N
G
S
E
E
D
I
N
G
S
O
N
DISTURBED AREAS.21.DISTURBED AREA STABILIZA
T
I
O
N
(
P
E
R
M
A
N
E
N
T
)
-
T
O
E
S
T
A
B
L
I
S
H
A
PERMANENT VEGETATIVE C
O
V
E
R
S
U
C
H
A
S
T
R
E
E
S
,
S
H
R
U
B
S
,
V
I
N
E
S
,
GRASSES, SOD, OR LEGUM
E
S
O
N
D
I
S
T
U
R
B
E
D
A
R
E
A
S
.
22.DISTURBED AREA DUST CO
N
T
R
O
L
-
T
O
C
O
N
T
R
O
L
T
H
E
S
U
R
F
A
C
E
A
N
D
A
I
R
MOVEMENT OF DUST ON C
O
N
S
T
R
U
C
T
I
O
N
S
I
T
E
S
,
R
O
A
D
W
A
Y
S
,
A
N
D
SIMILAR SITES.A.USE OF SWALES AND/OR D
R
A
I
N
A
G
E
D
I
T
C
H
E
S
F
O
R
P
R
O
P
E
R
W
A
T
E
R
RUNOFF AS NEEDED.B.AGGREGATE IS BASED ON
S
T
A
N
D
A
R
D
A
A
S
H
T
O
.
C.SLOPE NOT TO EXCEED 1/4
"
P
E
R
F
O
O
T
T
O
M
A
X
.
G
R
A
D
E
O
F
6
"
F
R
O
M
CENTER OF COMPOUND T
O
E
A
C
H
F
E
N
C
E
L
I
N
E
.
D.SUB-GRADE SHALL BE COM
P
A
C
T
E
D
B
Y
S
H
E
E
P
S
F
O
O
T
V
I
B
R
A
T
O
R
O
R
RUBBER TIRED ROLLERS WE
I
G
H
I
N
G
A
T
L
E
A
S
T
E
I
G
H
T
T
O
N
S
.
E.FINISHED GRADE SHALL BE
C
O
M
P
A
C
T
E
D
B
Y
S
M
O
O
T
H
D
R
U
M
V
I
B
R
A
T
O
R
ROLLERS WEIGHING AT LES
T
E
I
G
H
T
T
O
N
S
.
FI
N
I
S
H
E
D
G
R
A
D
E
S
H
A
L
L
B
E
UNIFORM AND LEVEL.F.GRADING IS REQUIRED FO
R
T
H
E
P
R
O
P
O
S
E
D
C
O
N
S
T
R
U
C
T
I
O
N
.
COMPOUND SHALL BE REL
A
T
I
V
E
L
Y
F
L
A
T
.
C
O
N
T
R
A
C
T
O
R
T
O
P
R
O
V
I
D
E
POSITIVE DRAINAGE.G.DISTURBED AREAS LEFT IDL
E
S
H
A
L
L
B
E
S
T
A
B
I
L
I
Z
E
D
W
I
T
H
T
E
M
P
O
R
A
R
Y
VEGETATION AFTER 14 DA
Y
S
;
A
F
T
E
R
3
0
D
A
Y
S
P
E
R
M
A
N
E
N
T
V
E
G
E
T
A
T
I
O
N
SHALL BE ESTABLISHED.H.MAINTENANCE STATEMENT
:
E
R
O
S
I
O
N
C
O
N
T
R
O
L
M
E
A
S
U
R
E
S
W
I
L
L
B
E
INSPECTED AT LEAST WEEK
L
Y
,
A
F
T
E
R
E
A
C
H
R
A
I
N
A
N
D
R
E
P
A
I
R
E
D
B
Y
T
H
E
GENERAL CONTRACTOR.I.ADDITIONAL EROSION CO
N
T
R
O
L
M
E
A
S
U
R
E
S
W
I
L
L
B
E
I
N
S
T
A
L
L
E
D
I
F
DEEMED NECESSARY BY O
N
-
S
I
T
E
I
N
S
P
E
C
T
I
O
N
S
.
J.CONSTRUCTION EXIT - TO R
E
D
U
C
E
O
R
E
L
I
M
I
N
A
T
E
T
H
E
T
R
A
N
S
P
O
R
T
O
F
MUD FROM THE CONSTRU
C
T
I
O
N
A
R
E
A
O
N
T
O
P
U
B
L
I
C
RIGHT-OF-WAYS, STREETS, A
L
L
E
Y
S
,
S
I
D
E
W
A
L
K
S
,
O
R
P
A
R
K
I
N
G
A
R
E
A
S
.
IMMEDIATELY REMOVE MU
D
A
N
D
D
E
B
R
I
S
T
R
A
C
K
E
D
O
R
S
P
I
L
L
E
D
O
N
T
O
ROADWAYS.K.TYPE C SEDIMENT BARRIER
-
T
O
P
R
E
V
E
N
T
A
N
Y
S
E
D
I
M
E
N
T
C
A
R
R
I
E
D
B
Y
SHEET FLOW FROM LEAVIN
G
T
H
E
S
I
T
E
A
N
D
E
N
T
E
R
I
N
G
N
A
T
U
R
A
L
DRAINAGE WAYS OR STOR
M
D
R
A
I
N
A
G
E
S
Y
S
T
E
M
S
.
L.DISTURBED AREA STABILIZA
T
I
O
N
(
T
E
M
P
O
R
A
R
Y
)
-
T
O
E
S
T
A
B
L
I
S
H
A
TEMPORARY VEGETATIVE C
O
V
E
R
W
I
T
H
F
A
S
T
G
R
O
W
I
N
G
S
E
E
D
I
N
G
S
O
N
DISTURBED AREAS.M.DISTURBED AREA STABILIZA
T
I
O
N
(
P
E
R
M
A
N
E
N
T
)
-
T
O
E
S
T
A
B
L
I
S
H
A
PERMANENT VEGETATIVE C
O
V
E
R
S
U
C
H
A
S
T
R
E
E
S
,
S
H
R
U
B
S
,
V
I
N
E
S
,
GRASSES, SOD, OR LEGUM
E
S
O
N
D
I
S
T
U
R
B
E
D
A
R
E
A
S
.
C
O
N
T
R
A
C
T
O
R
T
O
INSTALL SOD TO MATCH TH
E
S
P
E
C
I
E
S
U
S
E
D
B
Y
T
H
E
U
N
I
V
E
R
S
I
T
Y
O
F
HOUSTON.N.DISTURBED AREA DUST CO
N
T
R
O
L
-
T
O
C
O
N
T
R
O
L
T
H
E
S
U
R
F
A
C
E
A
N
D
AIR MOVEMENT OF DUST O
N
C
O
N
S
T
R
U
C
T
I
O
N
S
I
T
E
S
,
R
O
A
D
W
A
Y
S
,
A
N
D
SIMILAR SITES.EROSION & SEDIMEN
T
C
O
N
T
R
O
L
N
O
T
E
S
EROSION & SEDIMEN
T
C
O
N
T
R
O
L
C
O
M
P
O
U
N
D
NOTES
GR
A
D
I
N
G
N
O
T
E
S
&
DE
T
A
I
L
S
XX
PR
O
J
E
C
T
:
SI
T
E
D
E
V
E
L
O
P
M
E
N
T
DE
S
I
G
N
E
R
:
I
N
S
CH
E
C
K
E
D
:
J
T
M
JO
B
#
:
2
0
K
C
G
_
N
N
C
-
0
0
1
7
NO
.
D
A
T
E
D
E
S
C
R
I
P
T
I
O
N
LO
C
A
T
I
O
N
:
A
5/
1
2
/
2
1
FI
N
A
L
TH
E
C
A
P
E
B
L
V
D
.
90
2
T
H
E
C
A
P
E
B
L
V
D
,
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
1
2
CT
G
-
N
C
0
0
1
0
0
8
1
3
4
.
0
7
2
9
9
2
,
-
7
7
.
9
0
1
7
9
4
NE
A
R
E
S
T
A
D
D
R
E
S
S
:
C-
1
1
GR
A
P
H
I
C
S
C
A
L
E
NO
R
T
H
A
R
R
O
W
W
N
E
MP
A&S
00
'
SC
A
L
E
:
1
"
=
4
0
'
40
'
40
'
-RUNOFF OF FIRST 1.5" OF RAINFALL OVER LEASE AREA AND EASEMENT AREAS IS...(10,000 SF COMPOUND + 2,725.087 SF DRIVE) = 12,725 SF OF IMPERVIOUS COVERRETAIN FIRST 1.5" OF RAINFALL ACROSS NEW DEVELOPMENT AREA.VMAX. RET. = (DEPTH OF RAINFALL IN FT) (TOTAL SF OF IMPERVIOUS)VMAX. RET. = (.125FT) ( 12,725)VMAX. RET. = 1,590.625 CF STORM WATER CALCSIMPER
V
I
O
U
S
S
U
R
F
A
C
E
R
A
T
I
O
S
EXISTING
T
R
A
C
T
S
I
Z
E
:
5.
9
5
A
C
R
E
S
(
2
5
9
,
1
8
2
S
Q
.
F
T
.
)
EXISTING
P
E
R
V
I
O
U
S
/
I
M
P
E
R
V
I
O
U
S
A
R
E
A
TOTAL EX
I
S
T
I
N
G
P
E
R
V
I
O
U
S
A
R
E
A
:
25
9
,
1
8
2
S
Q
F
T
.
(
5
.
9
5
A
C
R
E
S
)
TOTAL EX
I
S
T
I
N
G
I
M
P
E
R
V
I
O
U
S
A
R
E
A
:
00
0
0
S
Q
F
T
.
(
.
0
0
0
A
C
R
E
S
)
PROPOSE
D
I
M
P
E
R
V
I
O
U
S
A
R
E
A
12
,
7
2
5
S
Q
F
T
.
(
0
.
2
9
A
C
R
E
S
)
PROPOSE
D
I
M
P
E
R
V
I
O
U
S
A
R
E
A
I
N
C
R
E
A
S
E
:
CO
M
P
O
U
N
D
1
0
,
0
0
0
S
Q
F
T
.
(
0
.
2
3
A
C
R
E
S
)
GR
A
V
E
L
D
R
I
V
E
2
,
7
2
5
S
Q
F
T
.
(
0
.
0
6
A
C
R
E
S
)
TOTAL PR
O
P
O
S
E
D
P
E
R
V
I
O
U
S
A
R
E
A
:
24
6
,
4
5
7
S
Q
F
T
.
(
5
.
6
6
A
C
R
E
S
)
TOTAL PR
O
P
O
S
E
D
I
M
P
E
R
V
I
O
U
S
A
R
E
A
:
12
,
7
2
5
S
Q
F
T
.
(
0
.
2
9
A
C
R
E
S
)
IMPERVIO
U
S
S
U
R
F
A
C
E
A
R
E
A
(
I
S
R
)
&
P
E
R
V
I
O
U
S
S
U
R
F
A
C
E
A
R
E
A
(
P
S
R
)
PROPOS
E
D
I
S
R
:
1
2
,
7
2
5
/
2
5
9
,
1
8
2
=
4.
9
0
9
%
PROPOS
E
D
P
S
R
:
2
4
6
,
4
5
7
/
2
5
9
,
1
8
2
=
95
.
0
9
0
%
GR
A
D
I
N
G
&
ER
O
S
I
O
N
CO
N
T
R
O
L
PL
A
N
SF
C
2%
SI
L
T
F
E
N
C
E
/
L
I
M
I
T
S
O
F
CO
N
S
T
R
U
C
T
I
O
N
8.
2
5
'
7.6'8.2
5
'
8.
2
5
'
8.
7
5
'
8.
2
5
'
2%
2%
2%
2%
AD
D
C
L
E
A
N
D
I
R
T
F
I
L
L
T
O
E
N
T
I
R
E
S
I
T
E
A
R
E
A
T
O
R
A
I
S
E
SI
T
E
1
2
"
.
I
N
S
T
A
L
L
F
I
L
L
D
I
R
T
&
P
A
C
K
I
N
6
"
L
I
F
T
S
T
O
CO
M
P
A
C
T
E
D
A
T
A
M
I
N
.
O
F
9
8
%
S
T
A
N
D
A
R
D
PR
O
C
T
O
R
.
A
L
L
I
M
P
O
R
T
E
D
F
I
L
L
S
H
O
U
L
D
B
E
C
L
E
A
N
SO
I
L
(
F
R
E
E
O
F
R
O
O
T
S
&
D
E
B
R
I
S
A
N
D
S
H
O
U
L
D
CO
N
T
A
I
N
L
E
S
T
H
A
N
1
0
%
B
Y
D
R
Y
W
E
I
G
H
T
P
A
S
S
I
N
G
#2
0
0
.
D
O
N
O
T
R
E
U
S
E
A
N
Y
E
X
I
S
T
I
N
G
E
X
C
A
V
A
T
E
D
SO
I
L
S
F
O
R
S
T
R
U
C
T
U
R
A
L
F
I
L
L
.
1%
PR
O
J
E
C
T
:
SI
T
E
D
E
V
E
L
O
P
M
E
N
T
DE
S
I
G
N
E
R
:
I
N
S
CH
E
C
K
E
D
:
J
T
M
JO
B
#
:
2
0
K
C
G
_
N
N
C
-
0
0
1
7
NO
.
D
A
T
E
D
E
S
C
R
I
P
T
I
O
N
LO
C
A
T
I
O
N
:
A
5/
1
2
/
2
1
FI
N
A
L
TH
E
C
A
P
E
B
L
V
D
.
90
2
T
H
E
C
A
P
E
B
L
V
D
,
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
1
2
CT
G
-
N
C
0
0
1
0
0
8
1
3
4
.
0
7
2
9
9
2
,
-
7
7
.
9
0
1
7
9
4
NE
A
R
E
S
T
A
D
D
R
E
S
S
:
C-
1
2
LA
N
D
S
C
P
A
I
N
G
PL
A
N
NO
R
T
H
A
R
R
O
W
W
N
E
MP
A&S
GE
N
E
R
A
L
N
O
T
E
S
00
'
SC
A
L
E
:
1
"
=
1
0
'
1.
A
L
L
P
L
A
N
T
S
M
U
S
T
B
E
H
E
A
L
T
H
Y
,
V
I
G
O
R
O
U
S
M
A
T
E
R
I
A
L
,
F
R
E
E
O
F
P
E
S
T
S
AN
D
D
I
S
E
A
S
E
.
2.
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
,
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
FO
R
L
O
C
A
T
I
N
G
A
L
L
U
N
D
E
R
G
R
O
U
N
D
U
T
I
L
I
T
I
E
S
A
N
D
S
H
A
L
L
A
V
O
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D
DA
M
A
G
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T
O
A
L
L
U
T
I
L
I
T
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S
D
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C
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K
.
T
H
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CO
N
T
R
A
C
T
O
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P
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B
L
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A
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A
L
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D
A
M
A
G
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T
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UT
I
L
I
T
I
E
S
,
S
T
R
U
C
T
U
R
E
S
,
S
I
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A
P
P
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E
N
A
N
C
E
S
,
E
T
C
.
W
H
I
C
H
O
C
C
U
R
S
AS
A
R
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T
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T
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L
A
N
D
S
C
A
P
E
C
O
N
S
T
R
U
C
T
I
O
N
.
3.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
C
O
M
P
L
E
T
E
L
Y
G
U
A
R
A
N
T
E
E
A
L
L
P
L
A
N
T
(
1
)
YE
A
R
B
E
G
I
N
N
I
N
G
A
T
T
H
E
D
A
T
E
O
F
T
O
T
A
L
A
C
C
E
P
T
A
N
C
E
.
T
H
E
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
P
R
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M
P
T
L
Y
M
A
K
E
A
L
L
R
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P
L
A
C
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M
E
N
T
S
B
E
F
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OR
A
T
T
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N
D
O
F
T
H
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G
U
A
R
A
N
T
E
E
P
E
R
I
O
D
.
4.
A
N
Y
P
L
A
N
T
M
A
T
E
R
I
A
L
T
H
A
T
D
I
E
S
,
T
U
R
N
S
B
R
O
W
N
O
R
D
E
F
O
L
I
A
T
E
S
(P
R
I
O
R
T
O
T
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T
A
L
A
C
C
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P
T
A
N
C
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H
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W
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)
S
H
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L
L
B
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P
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M
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D
F
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T
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S
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T
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A
N
D
R
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L
A
C
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D
W
I
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H
M
A
T
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R
I
A
L
O
F
T
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SA
M
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P
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C
I
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S
,
Q
U
A
N
T
I
T
Y
,
S
I
Z
E
A
N
D
M
E
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T
I
N
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A
L
L
S
P
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C
I
F
I
C
A
T
I
O
N
S
.
5.
S
T
A
N
D
A
R
D
S
S
E
T
F
O
R
T
H
I
N
"
A
M
E
R
I
C
A
N
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T
A
N
D
A
R
D
F
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U
R
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Y
ST
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1.
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2.
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SCALE: NTS TREE PROTECTION DETAIL
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SCALE: 1:40 LANDSCAPING PLAN
BR
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4'-0"2'-0"FENCE LOCATION (LIMITS OFCRITICAL ROOT ZONE OR ASSHOWN ON PLANS."TREE SAVE AREA"SIGNAGE EVERY 20'-0"
ME
T
A
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T
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E
(
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.
)
PROPOSED 6" OF #57STONE ONGEOSYNTHETIC FABRICPROPOSEDMONOPOLE
10
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PR
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ELECTRICAL INSTALLATION NOTES1.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITHTHE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE LOCALCODES.2.CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALLINSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED.3.WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALLCOMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA.4.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLESEPARATION AS REQUIRED BY THE NEC AND TELCORDIA.5.CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAYRUNGS.6.EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS),GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELEDWITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND,1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL).THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA.7.ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITHENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BELABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRECONFIGURATION, POWER OR AMPACITY RATING, AND BRANCHCIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S).8.PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVEDLAMACOID PLASTIC LABELS.9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TOREMOVE SHARP EDGES.10.POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING ORCONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG OR LARGER), 600V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLERATED FOR 90 °C (WET AND DRY) OPERATION; LISTED OR LABELED FORTHE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISESPECIFIED.11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORSSHALL BE SINGLE CONDUCTOR (#6 AWG OR LARGER), 600 V, OILRESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDEDCOPPER CABLE RATED FOR 90 °C (WET AND DRY) OPERATION; LISTEDOR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESSOTHERWISE SPECIFIED.12.POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALLBE MULTI-CONDUCTOR, TYPE TC CABLE (#14 AWG OR LARGER), 600 V,OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLERATED FOR 90 °C (WET AND DRY) OPERATION; WITH OUTER JACKET;LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISESPECIFIED.13.ALL POWER AND POWER GROUNDING CONNECTIONS SHALL BECRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMASAND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOROPERATION AT NO LESS THAN 75°C (90°C IF AVAILABLE).14.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FORELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, ANDNEC.15.ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT(I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FORLOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOREXPOSED INDOOR LOCATIONS.16.ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLICTUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC,SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS.17.GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BEUSED FOR OUTDOOR LOCATIONS ABOVE GRADE.18.RIGID NONMETALLIC CON
D
U
I
T
(
I
.
E
.
,
R
I
G
I
D
P
V
C
S
C
H
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D
U
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E
4
0
O
R
R
I
G
I
D
PVC SCHEDULE 80) SHALL
B
E
U
S
E
D
U
N
D
E
R
G
R
O
U
N
D
;
D
I
R
E
C
T
B
U
R
I
E
D
,
I
N
AREAS OF OCCASIONAL L
I
G
H
T
V
E
H
I
C
L
E
T
R
A
F
F
I
C
O
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N
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A
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D
I
N
REINFORCED CONCRETE I
N
A
R
E
A
S
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F
H
E
A
V
Y
V
E
H
I
C
L
E
T
R
A
F
F
I
C
.
19.LIQUID-TIGHT FLEXIBLE MET
A
L
L
I
C
C
O
N
D
U
I
T
(
L
I
Q
U
I
D
-
T
I
T
E
F
L
E
X
)
S
H
A
L
L
B
E
USED INDOORS AND OUTD
O
O
R
S
,
W
H
E
R
E
V
I
B
R
A
T
I
O
N
O
C
C
U
R
S
O
R
FLEXIBILITY IS NEEDED.20.CONDUIT AND TUBING FITT
I
N
G
S
S
H
A
L
L
B
E
T
H
R
E
A
D
E
D
O
R
COMPRESSION-TYPE AND
A
P
P
R
O
V
E
D
F
O
R
T
H
E
L
O
C
A
T
I
O
N
U
S
E
D
.
SETSCREW FITTINGS ARE N
O
T
A
C
C
E
P
T
A
B
L
E
.
21.CABINETS, BOXES, AND WI
R
E
W
A
Y
S
S
H
A
L
L
B
E
L
I
S
T
E
D
O
R
L
A
B
E
L
E
D
F
O
R
ELECTRICAL USE IN ACCO
R
D
A
N
C
E
W
I
T
H
N
E
M
A
,
U
L
,
A
N
S
I
/
I
E
E
E
,
A
N
D
NEC.22.WIREWAYS SHALL BE EPOX
Y
-
C
O
A
T
E
D
(
G
R
A
Y
)
A
N
D
I
N
C
L
U
D
E
A
H
I
N
G
E
D
COVER, DESIGNED TO SW
I
N
G
O
P
E
N
D
O
W
N
W
A
R
D
;
S
H
A
L
L
B
E
P
A
N
D
U
I
T
TYPE E (OR EQUAL); AND R
A
T
E
D
N
E
M
A
1
(
O
R
B
E
T
T
E
R
)
I
N
D
O
O
R
S
,
O
R
NEMA 3R (OR BETTER) OUT
D
O
O
R
S
.
23.EQUIPMENT CABINETS, TER
M
I
N
A
L
B
O
X
E
S
,
J
U
N
C
T
I
O
N
B
O
X
E
S
,
A
N
D
P
U
L
L
BOXES SHALL BE GALVANI
Z
E
D
O
R
E
P
O
X
Y
-
C
O
A
T
E
D
S
H
E
E
T
S
T
E
E
L
,
S
H
A
L
L
MEET OR EXCEED UL 50, A
N
D
R
A
T
E
D
N
E
M
A
1
(
O
R
B
E
T
T
E
R
)
I
N
D
O
O
R
S
,
OR NEMA 3R (OR BETTER)
O
U
T
D
O
O
R
S
24.METAL RECEPTACLE, SWITC
H
,
A
N
D
D
E
V
I
C
E
B
O
X
E
S
S
H
A
L
L
B
E
GALVANIZED, EPOXY-COA
T
E
D
,
O
R
N
O
N
-
C
O
R
R
O
D
I
N
G
;
S
H
A
L
L
M
E
E
T
O
R
EXCEED UL 514A AND NEM
A
O
S
1
;
A
N
D
R
A
T
E
D
N
E
M
A
1
(
O
R
B
E
T
T
E
R
)
INDOORS, OR WEATHER PR
O
T
E
C
T
E
D
(
W
P
O
R
B
E
T
T
E
R
)
O
U
T
D
O
O
R
S
.
25.NONMETALLIC RECEPTAC
L
E
,
S
W
I
T
C
H
,
A
N
D
D
E
V
I
C
E
B
O
X
E
S
S
H
A
L
L
M
E
E
T
OR EXCEED NEMA OS 2; A
N
D
R
A
T
E
D
N
E
M
A
1
(
O
R
B
E
T
T
E
R
)
I
N
D
O
O
R
S
,
OR WEATHER PROTECTED
(
W
P
O
R
B
E
T
T
E
R
)
O
U
T
D
O
O
R
S
.
26.THE SUBCONTRACTOR SHA
L
L
N
O
T
I
F
Y
A
N
D
O
B
T
A
I
N
N
E
C
E
S
S
A
R
Y
AUTHORIZATION FROM TH
E
C
O
N
T
R
A
C
T
O
R
B
E
F
O
R
E
C
O
M
M
E
N
C
I
N
G
WORK ON THE AC POWER
D
I
S
T
R
I
B
U
T
I
O
N
P
A
N
E
L
S
.
27.THE SUBCONTRACTOR SHA
L
L
P
R
O
V
I
D
E
N
E
C
E
S
S
A
R
Y
T
A
G
G
I
N
G
O
N
T
H
E
BREAKERS, CABLES AND D
I
S
T
R
I
B
U
T
I
O
N
P
A
N
E
L
S
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
THE APPLICABLE CODES A
N
D
S
T
A
N
D
A
R
D
S
T
O
S
A
F
E
G
U
A
R
D
A
G
A
I
N
S
T
LIFE AND PROPERTY.ELECTRICAL INSTALLA
T
I
O
N
N
O
T
E
S
C
O
N
T
.
GR
O
U
N
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O
S
T
L
E
A
D
CA
D
W
E
L
D
C
O
N
N
E
C
T
I
O
N