SW6110903_APPROVED PLANS_20110920

STORMWATER DIVISION CODING SHEET
POST —CONSTRUCTION PERMITS
PERMIT NO..SW
—&4v �gz�e5
DOC TYPE
❑ CURRENT PERMIT
PPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE�l
YYYYMMDD
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FORT BRAGG, NORTH
CORRECTED FINAL
15 SEPTEMBER 2011
FY11 LI 60821
SOLICITATION NO. TBD
CONTRACT NO, TBD
US Army Corps
of Engineers
Savannah District
CAROLINA
SUBMITTAL
VOLUME 1
US ARMY CORPS
OF ENGINEERS
SAVANNAH
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PLATE
REFERENCE
NUMBER
G-001
SHEET 001 OF 308
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1 I 2 3 4 I 5
INDEX OF DRAWINGS
PLATE NO. SHEET NO. DGN FILE TITLE PLATE NO. SHEET NO. DGN FILE TITLE US ARMY CORPS
GENERAL LANDSCAPE OF ENGINEERS
G-001 001 BBCG-001 COVER SHEET - VOLUME 1 LP101 059 BBCLP101 SITE LANDSCAPE PLAN - EXCLUDES ADDITIVE *1 SAVANNAH
G-002 002 BBCG-002 INDEX SHEET - VOLUME 1 LP102 060 BBCLP102 SITE LANDSCAPE PLAN - INCLUDES ADDITIVE *1
G-003 003 BBCG-003 INDEX SHEET - VOLUME 1 LP501 061 BBCLP501 SITE LANDSCAPE PLAN - DETAILS
G-004 004 BBCG-004MAP VICINITY MAP AND PROJECT LOCATION MAP m
G-005 005 BBCG-005NOT GENERAL NOTES STRUCTURAL
G-006 006 BBCG-006 UTILITY COORDINATION SHEET S-001 062 BBDS-001 STRUCTURAL CRITERIA AND LOADING
S-002 063 BBDS-002 GENERAL STRUCTURAL NOTES a
SURVEY / MAPPING S-101 064 BBDS-101 LEVEL 1 - FOUNDATION PLAN (PHASE 1)
VF101 007 BBCVF101EX EXISTING CONDITIONS PLAN S-102 065 BBDS-102 LEVEL 2 - FRAMING PLAN (PHASE 1)
S-103 066 BBDS-103 ROOF FRAMING PLAN (PHASE 1)
GEOTECHNICAL S-104 067 BBDS-104 ADDITIVE *1 - STORAGE BUILDING FOUNDATION PLAN
B-101 DOB BBCB-101BOR SOIL TEST BORING LOCATIONS S-301 068 BBDS-301 BUILDING SECTIONS
B-301 009 BBCB-301LB SOIL CLASSIFICTION CHART AND NOTES S-302 069 BBDS-302 BUILDING SECTIONS
B-302 010 BBCB-302LB SOILTEST BORING LOGS S-303 070 BBDS-303 BUILDING SECTIONS
B-303 011 BBCB-303LB SOILTEST BORING LOGS S-401 071 BBDS-401 ENLARGED PLANS AND SECTIONS
B-304 012 BBCB-304LB SOILTEST BORING LOGS S-402 072 BBDC-402 ENLARGED PLANS
B-305 013 BBCB-305LB SOIL PERCOLATION TEST DATA S-501 073 BBDS-501 TYPICAL FOUNDATION DETAILS
B-306 014 BBCB-306LB LABORATORY SOILS TEST DATA S-502 074 BBDS-502 TYPICAL FOUNDATION DETAILS SECTION SYMBOLS
B-307 015 BBCB-307LB LABORATORY SOILS TEST DATA S-521 075 BBDS-521 STEEL SECTIONS AND DETAILS
S-522 076 BBDS-522 STEEL SECTIONS AND DETAILS VIEW
CIVIL 5-523
077 BBDS-523 STEEL SECTIONS AND DETAILS SECTION
C-100 016 BBCC-10OLEG CIVIL LEGEND
SECTION OR DETAIL
ARCHITECTURAL IDENTIFICATION NUMBE
C-101 017 BBCC-101FENC PHASE 1 CONSTRUCTION FENCING PLAN PRIOR TO NEW WORK s s z
C-102 018 BBCC-102FENC PHASE 1 CONSTRUCTION FE;JCING PLAN A-001 078 BBDA-001 ABBREVIATIONS & SYMBOLS vlEw Aa AB PLATE NUMBER ON WHICH A4 AS o
C-103 019 BBCC-103FENC PHASE 2 CONSTRUCTION FENCING PLAN AD101 079 BBDAD101 LEVEL 1 AND LEVEL 2 - DEMOLITION FLOOR PLAN (PHASE 1) SECTION SECTION OR DETAL IS DRAWN a
PLATE NUMBER ON WHICH
C-104 020 BBCC-104TRFC TRAFFIC CONTROL PLAN AD102 080 BBDAD102 ROOF - DEMOLITION PLAN (PHASE 1) SECTION OR DETAIL w
CD101 021 BBCCD101EXD SITE DEMOLITION PLAN AD103 081 BBDAD103 LEVEL 1 - DEMOLITION FLOOR PLAN (PHASE 2) CONDITION IS TAKE o
CS101 022 BBCCS101SLP SITE LAYOUT PLAN (EXCLUDES ADDITIVE *1) AD104 082 BBDAD104 LEVEL 2 - DEMOLITION FLOOR PLAN (PHASE 2)
CS102 023 BBCCS102SLP SITE LAYOUT PLAN (INCLUDES ADDITIVE *1) AD111 083 BBDAD111 LEVEL 1 - DEMOLITION REFLECTED CEILING PLAN (PHASE 2) SYMBOL WHERE SECTION IS TAKEN
CS103 024 BBCCS103CJP CONCRETE PAVEMENT JOINTING PLAN (EXCLUDES ADDITIVE *1) AD112 084 BBDAD112 LEVEL 2 - DEMOLITION REFLECTED CEILING PLAN (PHASE 2)
CS104 025 BBCCS104CJP CONCRETE PAVEMENT JOINTING PLAN (INCLUDES ADDITIVE *1) AE001 085 BBDAE001 LEVEL 1 - LIFE SAFETY PLAN (DURING PHASE 1 CONSTRUCTION) 3 3
CS105 026 BBCCS105SIGN SIGNAGE AND PAVEMENT MARKING PLAN AE002 086 BBDAE002 LEVEL 2 - LIFE SAFETY PLAN (DURING PHASE 1 CONSTRUCTION) SECTION/DETAIL A4 As OR A4 A8
CG101 027 BBCCG101ER1 EROSION AND SEDIMENT CONTROL NOTES AE003 087 BBDAE003 LEVEL 1 - LIFE SAFETY PLAN (DURING PHASE 2 CONSTRUCTION) AS
A6
CG102 028 BBCCG102ERI PHASE 1 EROSION AND SEDIMENT CONTROL (SHEET 1 OF 2) AE004 088 BBDAE004 LEVEL 2 - LIFE SAFETY PLAN (DURING PHASE 2 CONSTRUCTION) TITLE WHERE SECTION IS DRAWN
CG103 029 BBCCG103ERIA PHASE 1 EROSION AND SEDIMENT CONTROL (SHEET 2 OF 2) AE005 089 BBDAE005 LEVEL 1 - LIFE SAFETY PLAN - CONSTRUCTION COMPLETE
CG104 030 BBCCG104ER1A PHASE 1A EROSION AND SEDIMENT CONTROL EXCLUDES ADDITIVE 01(SHEET 1 OF 2) AE006 090 BBDAE006 LEVEL 2 - LIFE SAFETY PLAN - CONSTRUCTION COMPLETE
CC105 031 BBCCG105ER5 PHASE 1A EROSION AND SEDIMENT CONTROL INCLUDES ADDITIVE *1 (SHEET 1 OF 2) AE010 091 BBDAE010 LEVEL 1 - SLAB EDGE PLAN (PHASE 1)
CC106 032 BBCCG106ERlA PHASE 1A EROSION AND SEDIMENT CONTROL (SHEET 2 OF 2) AE011 092 BBDAE011 LEVEL 2 - SLAB EDGE PLAN (PHASE 1)
CG107 033 BBCCG107GP SITE GRADING AND DRAINGE PLAN EXCLUDES ADDITIVE "1 AE101 093 BBDAE101 LEVEL 1 - NEW WORK FLOOR PLAN (PHASE 1) A IDENTIFICATION LETTER WHERE
A4 AB ELEVATION IS TAKEN
CG108 034 BBCCG108GP SITE GRADING AND DRAINGE PLAN INCLUDES ADDITIVE *1 AE102 094 BBDAE102 LEVEL 2 - NEW WORK FLOOR PLAN (PHASE 1)
CU101 035 BBCCU101UTL SITE UTILITY PLAN - EXCLUDES ADDITIVE *1 (SHEET 1 OF 2) AE103 095 BBDAE103 ROOF - NEW WORK PLAN (PHASE 1) o
ELEVATION A TITLE WHERE
CU102 036 BBCCU102UTL SITE UTILITY PLAN -INCLUDES ADDITIVE *1 (SHEET 1 OF 2) AE104 096 BBDAE104 LEVEL 1 -RENOVATION (PHASE 2) A4 AB g
CU103 037 BBCCU103UTL SITE UTILITY PLAN (SHEET 2 OF 2) AE105 097 BBDAE105 LEVEL 2 - RENOVATION (PHASE 2) ELEVATION IS SHOWN
CU104 038 BBCCU104UTL ENLARGED SITE UTILITY PLANS AE106 098 BBDAE106 ROOF - NEW WORK PLAN (PHASE 2)
CU301 039 BBCCU301PRO WATERLINE PLAN AND PROFILE AE111 099 BBDAE111 LEVEL 1 - NEW WORK REFELCTED CEILING PLAN (PHASE 1) ELEVATION SYMBOL
CU302 040 BBCCU302PRC STORM LINE PROFILES AE112 100 BBDAE112 LEVEL 2 - NEW WORK REFELCTED CEILING PLAN (PHASE 1)
CU303 041 BBCCU303PRC STORM LINE PROFILES AE113 101 BBDAE113 LEVEL 1 - NEW WORK REFELCTED CEILING PLAN (PHASE 2) F 0 w N
C-501 042 BBCC-501DET EROSION CONTROL DETAILS AE114 102 BBDAE114 LEVEL 2 - NEW WORK REFELCTED CEILING PLAN (PHASE 2) MATERIAL INDICATIONS a ZUJI 0 0
C-502 043 BBCC-502DET EROSION CONTROL DETAILS AE201 103 BEDAE201 EXTERIOR ELEVATIONS m o F y CD r U)
C-503 044 BBCC-503DET EROSION CONTROL DETAILS AE202 104 BBDAE202 EXTERIOR ELEVATIONS o w o Lo
oro a
C-504 045 BBCC-504DET EROSION CONTROL DETAILS AE204 1p5 BBDAE204 INTERIOR ELEVATIONS ® EARTH (ORIGINAL GRADE) 0o zo IW-
a omom¢d
C-505 046 BBCC-505DET SITE DETAILS AE301 106 BBDAE301 BUILDING SECTIONS
C-506 p47 BBCC-506DET SITE DETAILS AE311 107 BBDAE311 WALL SECTIONS ® EARTH (COMPACTED FILL)
C-507 048 BBCC-507DET SITE DETAILS 4 1 108 A A A AI A W j
C-508 049 BBCC-508DET SITE SIGNAGE DETAILS AE402 109 BBDAE402 STAIR 3 PLANS AND SECTIONS °.°>° ° a;° o GRAVEL m w z O
C-509 BBCC-509DET SITE DETAILS AE411 110 BBDAE411 ENLARGED PLANS & DETAILS ° �' c7 r rn
050
C-510 051 BBCC-510DET FENCING DETAILS AE501 111 BBDAE501 PLAN DETAILS CONCRETE m m o o cn
Q W W � d Q
AE502 112 BBDAE502 SECTION DETAILS MORTAR CEMENT -PLASTER -STUCCO z m k >_ a
C-511 052 BBCC-511DET FENCING DETAILS AE503 113 BBDAE503 TYPICAL ASSEMBLY DETAILS w g z m m z v w C-512 053 BBCC-512DET DRAINAGE DETAILS
B C-513 054 BBCC-513DET DRAINAGE DETAILS AE504 114 BBDAE504 COLUMN WRAP DETAILS CONCRETE MASONRY UNITS (C.M.U., o in o o 'm M m n o
C-514 055 BBCC-514DET UTILITY DETAILS AE505 115 BBDAE505 ROOF DETAILS SMALL\ SCALE -PLAN)
C-515 056 BBCC-515DET UTILITY DETAILS AE601 116 BBDAE601 DOOR SCHEDULES, TYPES & DETAILS CONCRETE MASONRY UNITS (C.M.U., LARGE U It!
SCALE - SECTION)
C-516 057 BBCC-516DET UTILITY DETAILS AE603 117 BBDAE603 PARTITION TYPES F m
BBCC-517DET EROSION CONTROL DETAILS CONCRETE MASONRY UNITS OR HOLLOW v� W v g� a
C-517 058 TILE (SMALL SCALE -SECTION) p w W o -11 i
METAL (ELEVATION) w
z z m lVy
UJ
STEEL (CROSS SECTION) w UL z
STANDARD ABBREVIATIONScj)
INSULATION (RIGID) 2 j
L.P. LIGHTING PANEL O.D. OUTSIDE DIAMETER � w ¢ f'
A CKT. CIRCUIT EL. ELEVATION H REG. REGISTER THK. THICKNESS ¢ V m ou>
LTG. LIGHTING OH. OVERHEAD THD. THRESHOLD ® INSULATION (LOOSE OR BATT)
A.C. AIR CONDITIONED CENTER LINE ELEC. ELECTRIC H. HIGH REINF. REINFORCING vi
L.F. LINEAR FEET OL. OVERLOAD
A.D. AREA DRAIN CEIL. CEILING E.T.C. ET CETERA H.B. HOSE BIBB REQ. REQUIRED TOIL. TOILET
A.H.U. AIR HANDLING UNIT CL. CLOSET EQUIP. EQUIPMENT H.C. HOLLOW CORE M ONUS. OLD NORTH UTILITY SERVICE RET. RETURN TYP. TYPICAL F7772 BRICK
ALT. ALTERNATE C.M.U. CONCRETE MASONRY UNIT E.W.C. ELECTRIC WATER COOLER HT. HEIGHT M. MOTOR OPNG. OPENING R.G. RETURN GRILLE V
ALUM. ALUMINUM C.O. CLEAN OUT EXH. EXHAUST H.M. HOLLOW METAL MAINT. MANTENANCE OPP. OPPOSITE RM. ROOM V. VOLT WOOD (BLOCKING)
AMP., A. AMPERES COL. COLUMN EXP. JT. EXPANSION JOINT H.P. HORSE POWER MAX. MA'IMUM O.S.D. OPEN SIGHT DRAIN R.P.M. REVOLUTION/MINUTE V.A.T. VINYL ASBESTOS TILE
A.O. ACCESS OPENING CONC. CONCRETE EXT. EXTERIOR HR. HOUR M.D.P. MAID DISTRIBUTION PANEL F R.P.Z. REDUCED PRESSURE ZONE VENT. VENTILATION WOOD (FINISH)
APPROX. APPROXIMATELY COND. CONDENSATE EX. /EXIST. EXISTING HTG. HEATING MECH. ME(HANICAL P. PAPER S VERT. VERTICAL
ARCH. ARCHITECTURAL CONN. CONNECTION HTR. HEATER MTL. MET1L PART. PARTITION VTR THRU ROOF
F S. SUPPLY NI#fi z z
A.T. ASPHALT TILE CONST. CONSTRUCTION H.&V, HEATING AND VENTILATING MIN. MINIMIM PER. PERIMETER O J
F.A. FIRE ALARM S.A. SUPPLY AIR
A.T.C. ACOUSTIC TILE CEILING CONT. CONTINUOUS HW. HARDWARE MISC. MISC[LLANEOUS P.I.V. POST INDICATOR VALVE F O w
F.C. FLEXIBLE CONNECTION SCH. SCHEDULE
A.T.F.P. ANTI -TERRORISM FORCE PROTECTION CONTR. JT. CONTRACTION JOINT HYD. HYDRANT M.O. MASOJRY OPENING IC, PL. PLATE p x g
F.D. FLOOR DRAIN SECT. SECTION W p U
A.W.G. AMERICAN WIRE GAGE COR CONTRACTING OFFICERS M.T. META THRESHOLD PLBG. PLUMBING
A.W.W.A. AMERICAN WATER WORKS ASSOCIATION REPRESENTATIVE F.D.C. FIRE DEPARTMENT CONNECTION I MTD. MOUN'ED SERV. SERVICE W. PLYW'D PLYWOOD C'< 2 O
C.S.C. COLOR SYMBOL CODE F.E.C. FIRE EXTINGUISHER CABINET I.D. INSIDE DIAMETER MTG. MOUN'ING PNL. PANEL SHT. SHEET W/ WITH = >
B F.E.S. FLARED END SECTION S.J. SLIP JOINT
C.T. CERAMIC TILE I.E. INVERT ELEVATION M.U.T.C.D MANUF_ ON UNIFORM PRESS. PRESSURE WC WAINSCOATING z O F
BAL. BALANCE FIN. FINISH SPEC. SPECIFICATIONS WD. WOOD O z w
C.T.B. CERAMIC TILE BASE IN. INCHES TRAFF^ CONTROL DEVICES PSf POUNDS/SQUARE FOOT w
BD. BOARD FL. FLOOR SQ. FT. SQUARE FEET W.D. WINDOW DIMENSION
C. TO C. CENTER TO CENTER INCAND. INCANDESCENT PSI POUNDS/SQUARE INCH p t7 =
BLDG. BUILDING C.Y. CUBIC YARD FT. FOOT, FEET INSUL. INSULATION M.V. MECHAIICAL VENTILATION PSIG POUNDS/SQUARE INCH GAGE ST. STEEL Wf WIDE FLANGE
FTG. FOOTING M.G.T. MATT CLAZE TILE STA. STATION 0 LU
A BLK. BLANK INT. INTERIOR PT. POINT W.G. WATER GAGE
D STD. STANDARD
BM. BEAM PTD. PAINTED WMB. WATER MANAGEMENT BRANCH m m Z
DET. DETAIL INV. INVERT N STOR. STORAGE LL H
BOT. BOTTOM P.V.C. POLYVINYL CHLORIDE PIPE WP. WEATHERPROOF
DIA. DIAMETER NCDENR NORTH OAROLINA DEPARTMENT STRUG. STRUCTURAL
BRG. BEARING GA. GAGE � WTR. WATER vOi O
DIFF. DIFFUSER OF NATURAL RESOURCES Q SUSP. SUSPENDED LL
B.T.U.H. BRITISH THERMO UNIT/HOUR GAL. GALLON W.W.F. WELDED WIRE FABRIC
w DIM. DIMENSION GALV. GALVANIZED J.B. JUNCTION BOX N.C.D.O.T. NORTH CAROLINA DEPARTMENT QpL. QUALITY PRODUCTS LIST SUS. SANDHILLS UTILITY SERVICE
C D.I.P. DUCTILE IRON PIPE JCT. JUNCTION SW. SWITCH
CAB. CABINET DISC. DISCONNECT G.F.E. GOVERNMENT FURNISHED JT. JOINT OF TRANSPORTATION QTR. QUARTER
CAP. CAPACITY D.J. DUMMY JOINT N.A. NOT APPLICABLE
EQUIPMENT QUAN. QUANTITY SWM. STORMWATER MANAGEMENT
C/B CIRCUIT BREAKER DN. DOWN GL. GLASS N.I.C. NOT IN CONTRACT
S"�1 t l o t C'� 9/ac/zcef
C.D. CEILING DIFFUSER DR. DRAIN GND. GROUND K N0. NUMBER R
CEM. CEMENT D.S. DOWN SPOUT GOV'T GOVERNMENT KVA KILOVOLT AMPERE NOM. NOMINAL R.A. RETURN AIR T 2 Ce. Z
CER. CERAMIC DWG.(S) DRAWING(S) G.P.H. GALLONS/HOUR KW KILOWATT N.A. NOT APPLICABLE R/ RAD. RADIUS T. TOILET c2�z crz �r/is/zc;/ PLATE
C.F.M. CUBIC FEET/MINUTE E G.P.M. GALLONS/MINUTE N.T.S. NOT TO SCALE RCP. REINFORCED CONCRETE PIPE TEL. TELEPHONE REFERENCE
RD. ROUND NUMBER
GR. GRILLE LB.,* POUND 0 TEMP. TEMPERATURE n-002
CIRC. CIRCULATING EA. EACH RECT. RECESSED V
w C.J. CONTROL JOINT E.C. EMPTY CONDUIT G.W.B. GYPSUM WALL BOARD LG. LONG O.A. OUTDOOF AIR RECIRC. RECIRCULATING
CK'D CHECKERED GYP. GYPSUM O.C. ON CENT R
o E.F. EXHAUST FAN RECP. RECEPTACLE SHEET 002

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LANDFILL DISPOSAL REQUIREMENTS
LEGEND:
LCID LAND CLEARING
& INERT DEBRIS
MAJOR ROADS
STREETS
INI-,TALLATION BOUNDARIES
RSTATE ROUTE
ROUTE
TE ROUTE
_S
ROUTE
RALIEGH
21
m
6
64
WILSON
ASHEBORO
70
40
40 %
2
SANFORD
SMI HFIELD 17
21
GOLDSBORO
BISCOE
1
DUN 7m
FORT BRAGG
01
m
o MT. OLIVE
42
40 N
FA
EVILLE
1
Is
CLINT
74
01
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ROCKIN A
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LAU�F It�1BUR
95
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ELIZABETHTOWN
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DARLIN N
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HITEVILLE
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WILMINGTON
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VICINITY MAP
N.T.S.
ISPOSAL REQUIREMENTS CONT.
RING AND INERT DEBRIS (LCID) LANDFILL IS NEXT TO THE C&D LANDFILL AND IS PERMITTED TO
')TE, TREES CUT IN MANAGEABLE LENGTHS (6'), STUMPS, LIMBS (6' LENGTHS),UN-PAINTED AND
ID, SOIL GENERATED FROM LAND CLEARING WITH ASPHALT, BRICKS, AND CONCRETE.
,NSFER STATION (WTS) ACCEPTS MSW WHICH INCLUDES GARBAGE, PAPER, PLASTIC AND HOUSEHOLD
)ORT ACTIVITIES, TROOP BARRACKS AND MOTOR POOLS AND FORT BRAGG'S FAMILY HOUSING. THE MSW IS
IPMENT AND IS TRANSPORTED TO AN APPROVED AND PERMITTED LANDFILL OFF FORT BRAGG,
ASPHALT SHOULD NOT BE MIXED WITH DEBRIS AND SHALL BE STOCKPILED AT THE
;LING SITE AT THE LANDFILL.
IIBITED FROM BEING DISPOSED INTO THE LCID AND C&D LANDFILLS AND FROM THE WTS.
;TE AND LIQUID WASTE ARE PROHIBITED FROM BEING DISPOSED INTO THE LCID AND
D THE WTS.
IITE GOODS WHICH INCLUDE ITEMS SUCH AS; WASHERS, DRYERS, REFRIGERATORS, AND AIR
BANNED FROM THE LCID AND C&D LANDFILLS AND THE WTS AND SHALL BE DISPOSED
4E CONTRACTOR WITH AN OFF -POST SALVAGE COMPANY OR THROUGH DEFENSE REUTILIZATION
FICE (DRMO).
3ERS MUST DELIVER LOADS PRE -SEGREGATED FOR DELIVERY TO THE C&D, LCID, MSW AND
S. ALL LANDFILL USERS WILL RECYC__ TO THE MAXIMUM EXTENT POSSIBLE. FORT BRAGG'S LANDFILL
NO REGULATIONS REQUIRE A MINIMUM OF 407. DIVERSION ANNUALLY.
MILL BE DISPOSED OF IN FT BRAGG _ANDFILL. THE WEIGHT OF METAL SEPARATED FOR RECYCLING
=D TO FT BRAGG DPW SOLID WAST= RECYCLING.
'OSAL PERMIT IS REQUIRED TO ENTER THE LANDFILL. OBTAIN A LANDFILL PERMIT THROUGH YOUR
GOVERNMENT REPRESENTATIVE APPROVAL AND ISSUED DY THE SOLID WASTE MANAGER FROM THE DIRECTORATE
OF PUBLIC WORKS , ENVIRONMENTAL SUSTAINMENT DIV SION (ESD), PHONE NUMBER [phone].
12. STATE LAW AND POST REGULATIONS REQUIRE COV-RING OF LOADS TO PREVENT LITTER. 15A
NORTH CAROLINA ADMINISTRATIVE CODE 13B.105(D) STATES: ''VEHICLES TRANSPORTING WASTE SHALL BE LOADED
AND MOVED IN SUCH A MATTER THAT THE CONTENTS NILL NOT FALL, LEAK, OR SPILL AND SHALL BE COVERED WHEN
NECESSARY TO PREVENT BLOWING MATERIAL. IF A SPIL_ OCCURS, THE TRANSPORTER SHALL PICK UP THE MATERIAL
IMMEDIATELY, RETURNED TO THE VEHICLE AND THE AREA PROPERLY CLEANED -UP.
x THE LAMONT ROAD BORROW PIT MAY NOT BE IN OPERATION
1. FORT BRAGG HAS THREE NON -HAZARDOUS SOLID WASTE DISPCSAL SITES, WHICH ARE PERMITTED BY THE
DURING THE ENTIRE CONSTRUCTION PHASE OF THIS PROJECT
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR).THEY ARE LOCATED
13. PRIMECONTRACTORS ARE RESPONSIBLE FOR THE
WASTE GENERATED ON
THEIR SITES AND TRANSPORTED TO THE
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING FILL
OFF LAMONT ROAD WEST OF FORT BRAGG'S CANTONMENT AREA, BETWEEN LONGSTREET AND MCKELLAR
LANDFILL
LANDFILLS AND SHALL COMPLY WITH, ALL GUIDANCE
W'-HIN THIS DOCUMENT
AND OTHER FORT BRAGG REGULATIONS
MATERIAL AS REQUIRED TO COMPLETE THIS PROJECT
ROADS. TWO OF THE SOLID WASTE SITES ARE PERMITTED LANDFILLS WHICH ACCEPT WASTE FROM FORT BRAGG
AND POLICIES. THE LOADS COMING INTO THE LCID AND C&D LANDFILLS AND
WTS ARE SUBJECT TO INSPECTION
INCLUDING TIMES WHEN FILL MATERIAL IS NOT AVAILABLE
AND POPE AIR FORCE BASE, THESE LANDFILLS ARE FOR CONSTRUCTION AND DEMOLITION DEBRIS (C&D) AND
AND SCREENING BY THE LANDFILL OPERATORS AND/
OR THE ENVIRONMENTAL COMPLIANCE BRANCH PERSONNEL
FROM THE LAMONT ROAD BORROW PIT.
LAND CLEARING AND INERT DEBRIS (LCID). THE OTHER PERMITTED SITE IS THE MUNICIPAL SOLID WASTE
TO BE SURE COMPLIANCE IS BEING MAINTAINED. NON -COMPLIANT
LOADS WILL
NOT BE ALLOWED TO DUMP AND
(MSW) TRANSFER STATION FOR TRANSFERRING THE MSW OFF FORT BRAGG TO AN APPROVED AND
THE VEHICLES MAY BE QUARANTINED AND SUBJECT
TO STATE NOTIFICATION,
PERMITTED LANDFILL.
2. THE C&D LANDFILL IS PERMITTED TO RECEIVE CONSTRUCTION AND DEMOLITION DEBRIS AND ASBESTOS GENERATED
S/o��y'��
ON FORT BRAGG. THIS INCLUDES NON -HAZARDOUS WASTE NORMALLY GENERATED AT A CONSTRUCTION SITE SUCH AS
PAINTED AND TREATED WOOD, INCREMENTAL SCRAP METALS, TREATED WOOD, PACKAGING, INSULATION, SHINGLES,
_ ? SEAL FOR
EMPTY METAL CANS, AND WALL BOARD. ASBESTOS IS DISPOSED iN A DESIGNATED CELL WITHIN THE C&D LANDFILL BY
THE
217� PERMUTING
LANDFILL OPERATOR. THE ASBESTOS WASTE SHALL BE PROPERLY BAGGED OR CONTAINED AND WITH MANIFEST DOCUMENTS
Sic 3
9�2 - ��GINE��'���� ONLY
BEFORE THE WASTE IS ACCEPTED AND PLACED INTO THE C&D LAVDFILL. YARD WASTE IS NOT ALLOWED IN THE C&D
LANDFILL,
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US ARMY CORPS
OF ENGINEERS
SAVANNAH
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PLATE
REFERENCE
NUMBER
G-004
SHEET 004

. ' _ '��, �
f � .. r. r

1
CIVIL LEGEND
2
CIVIL LEGEND
3
4 I 5
7
C
0
EXISTING
/irirrrrirj
QD
C: �J
jYZJ
Y�
BUILDING
BENCHMARK/ CONTROL POINT
LIGHT POLE
COMMUNICATION MANHOLE
ELECTRIC JUNCTION BOX
FIRE HYDRANT
WATER VALVE
WATER REDUCER
POST INDICATOR VALVE
CHAIN -LINK FENCE
ASPHALT
CONCRETE
GRAVEL
CONIFEROUS TREE
DECIDUOUS TREE
TREE LINE
SPOT ELEVATION
BOLLARD
SIGN
TREE PROTECTION FENCE
UTILITY POLE GUY WIRE
SANITARY MANHOLE
FUEL VALVE
LIGHT POLE
ROOF DRAIN LINE
-6-
X
•- 239.50
TP
coo
SEWER CLEANOUT
OR X
DEMOLITION
/\
MONITORING WELL & CONCRETE PAD
- W! P !GISJ
- UNDERGROUND WATERLINE
(PER FT. BRAGG GIS)
J i-,Q (jr
UNDERGROUND WATERLINE
(PER JSOC PERSONNEL)
UNDERGROUND COMMUNICATIONS CABLE
„',f-,;
(PER JSOC PERSONNEL)
- WY, -
UNDERGROUND COMMUNICATIONS LINES
(FIELD LOCATED)
- GGI�.Jf') -
UNDERGROUND ELECTRIC LINES
(PER JSOC PERSONNEL)
--- --- ,'(r_
UNDERGROUND ELECTRIC LINES
(FIELD LOCATED)
rr;r
OVERHEAD ELECTRIC AND/OR UTILITY LINES
---U I !J.''% ----
UNDERGROUND TELEPHONE LINES
(PER JSOC PERSONNEL)
UNDERGROUND GAS LINES
(PER FT. BRAGG GIS)
SANITARY SEWER LINE SS
5/ ' (,F' i'
SANITARY SEWER LINES
(PER JSOC PERSONNEL)
—SAAl Fr' !JP)—
SANITARY SEWER
FORCE MAIN LINE
(PER JSOC PERSONNEL)
- ,,; _> ------
STORM SEWER LINE
EXISTING
U/G SECURITY CAMERA FIBER LINE
✓!,- f_ WATERLINE
fc�l
WATER METER
CURB AND GUTTER
CURB AND GUTTER
(PITCHED)
PERM CHECK DAM
ROOF DRAIN CLEANOUT
(WITH STRUCTURE NUMBER)
DROP INLET (WITH
STRUCTURE NUMBER)
UTILITY POLE (ELECTRIC)
CAMERA POLE
ELECTRIC MANHOLE
STORM DRAIN MANHHOLE
(WITH STRUCTURE NUMBER)
TELEPHONE/COMM MANHOLE
PIPE OUTFLOW
CATCH BASIN
SILT FENCE
TEMPORARY DIVERSION DITCH
TEMP CHECK DAM
TEMPORARY INLET PROTECTION
PROJECT LIMITS/
LIMITS OF DISTURBANCE
SWALE
CURB INLET W/ MANHOLE ACCESS
(VARIOUS SIZES)
PROPOSED
04�
Ste.••
SF —
TD —
DRAIN INLET W/ MANHOLE ACCESS
1 (VARIOUS SIZES)
UNDERGROUND COMMUNICATIONS LINE
UNDERGROUND ELECTRIC LINES
UNDERGROUND GAS LINES
2" MINIMUM ASPHALT OVERLAY
APPROXIMATE 2" MILL DEPTH
RIPRAP PATTERN
NUMBER OF PARKING SPACES
33'/ 82' ATFP
STANDOFF LINE
r : I
WETLANDS
-UGC
UGE-
UGG-
TREE IDENTIFICATION LEGEND
O = OAK
CH = CHERRY
C = CEDAR
BP = BRADFORD PEAR
CM = CREPE MYRTLE
PER = PERSIMMON
M = MAPLE
P = PINE
PLR = POPLAR
SP=SPRUCE (DIA, DIMENSION TO DRIP LINE)
CIVIL
A
A.D.
AREA DRAIN
ALT.
ALTERNATE
ALUM.
ALUMINUM
AMP., A.
AMPERES
A.O.
ACCESS OPENING
APPROX.
APPROXIMATELY
ARCH.
ARCHITECTURAL
A.T.F.P.
ANTI -TERRORISM FORCE PROTECTION
A.W.G.
AMERICAN WIRE GAGE
A.W.W.A.
AMERICAN WATER WORKS ASSOCIATION
B
BAL.
BALANCE
BD.
BOARD
BLDG.
BUILDING
BILK.
BLANK
BM.
BEAM
BOT.
BOTTOM
BRG.
BEARING
C
CAP.
CAPACITY
CB
CATCH BASIN
CEM.
CEMENT
CER.
CERAMIC
C.F.M.
CUBIC FEET/MINUTE
CIRC.
CIRCULATING
C.J.
CONTROL JOINT
CK'D
CHECKERED
CKT.
CIRCUIT
2
CENTER LINE
C.M.U.
CONCRETE MASONRY UNIT
C.O.
CLEAN OUT
COL.
COLUMN
CONC.
CONCRETE
COND.
CONDENSATE
CONN.
CONNECTION
CONST.
CONSTRUCTION
CONT.
CONTINUOUS
CONTR. JT.
CONTRACTION JOINT
CDR
CONTRACTING OFFICERS
REPRESENTATIVE
C.S.C.
COLOR SYMBOL CODE
C.TO C.
CENTER TO CENTER
C.Y.
CUBIC YARD
D
DET.
DETAIL
DI
DROP INLET
DIA.
DIAMETER
DIFF.
DIFFUSER
DIM.
DIMENSION
D.I.P.
DUCTILE IRON PIPE
DISC.
DISCONNECT
D.J.
DUMMY JOINT
DN.
DOWN
DR.
DRAIN
D.S.
DOWN SPOUT
DWG.(S)
DRAWING(S)
E
EA.
EACH
E.C.
EMPTY CONDUIT
E.F.
EXHAUST FAN
EL.
ELEVATION
ELEC.
ELECTRIC
E.T.C.
ET CETERA
EQUIP.
EQUIPMENT
EXH.
EXHAUST
EXP. JT.
EXPANSION JOINT
EXT.
EXTERIOR
EX. /EXIST.
EXISTING
F
F.C.
FLEXIBLE CONNECTION
F.D.
FLOOR DRAIN
F.D.C.
FIRE DEPARTMENT CONNECTION
F.E.S.
FLARED END SECTION
FIN.
FINISH
FL.
FLOOR
FT.
FOOT,FEET
FTG.
FOOTING
G
GA.
GAGE
GAL.
GALLON
GALV.
GALVANIZED
G.F.E.
GOVERNMENT FURNISHED
EQUIPMENT
GL.
GLASS
GND.
GROUND
GOV'T
GOVERNMENT
G.P.H.
GALLONS/HOUR
G.P.M.
GALLONS/MINUTE
GR.
GRILLE
ABBREVIATIONS
H
Q
H.
HIGH
QPL.
QUALITY PRODUCTS LIST
H.B.
HOSE BIBB
QTR.
QUARTER
H.C.
HOLLOW CORE
QUAN.
QUANTITY
HT.
HEIGHT
H.M.
HOLLOW METAL
R
H.P.
HORSE POWER
R/ RAD.
RADIUS
HR.
HOUR
RCP.
REINFORCED CONCRETE PIPE
HTG.
HEATING
RD.
ROUND
HTR.
HEATER
REG.
REGISTER
HAV.
HEATING AND VENTILATING
REINF.
REINFORCING
HW.
HARDWARE
REQ.
REQUIRED
HYD.
HYDRANT
RET.
RETURN
R.G.
RETURN GRILLE
RM.
ROOM
I.D.
INSIDE DIAMETER
R.P.M.
REVOLUTION/MINUTE
I.E.
INVERT ELEVATION
R.P.Z.
REDUCED PRESSURE ZONE
IN.
INCHES
INCAND.
INCANDESCENT
S
INSUL.
INSULATION
SAN
SANITARY SEWER
INT.
INTERIOR
SCH.
SCHEDULE
INV.
INVERT
SECT.
SECTION
SERV.
SERVICE
J
SHT.
SHEET
J.B.
JUNCTION BOX
S.J.
SLIP JOINT
JCT.
JUNCTION
SPEC.
SPECIFICATIONS
JSOC
JOINT SPECIAL OPERATIONS COMMAND
SQ.FT.
SQUARE FEET
JT.
JOINT
ST.
STEEL
STA.
STATION
K
STD,
STANDARD
KVA
KILOVOLT AMPERE
STOR.
STORAGE
KW
KILOWATT
STRUC.
STRUCTURAL
SUSP.
SUSPENDED
L
SUS.
SANDHILLS UTILITY SERVICE
LB.,*
POUND
SW.
SWITCH
LG.
LONG
SWM.
STORMWATER MANAGEMENT
LTG.
LIGHTING
L.F.
LINEAR FEET
T
M
TEL.
TELEPHONE
TEMP.
TEMPERATURE
M.
MOTOR
THK.
THICKNESS
MAINT.
MAINTENANCE
TYP.
TYPICAL
MAX.
MAXIMUM
MECH.
MECHANICAL
V
MH
MANHOLE
V.
VOLT
MTL.
METAL
VERT.
VERTICAL
MIN.
MINIMUM
VTR
VENT THRU ROOF
MISC.
M.O.
MASONRY OPENING
W
MTD.
MOUNTED
MTG.
MOUNTING
W/
WITH
M.U.T.C.D
MANUAL ON UNIFORM
WD.
WOOD
TRAFFIC CONTROL DEVICES
WF
WIDE FLANGE
W.G.
WATER GAGE
N
WMB.
NATER MANAGEMENT BRANCH
WP.
WEATHERPROOF
NCDENR
NORTH CAROLINA DEPARTMENT
WTR.
WATER
OF NATURAL RESOURCES
W.W.F.
WELDED WIRE FABRIC
N.C.D.O.T.
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
N.I.C.
NOT IN CONTRACT
NO.
NUMBER
NOM.
NOMINAL
N.A.
NOT APPLICABLE
N.T.S.
NOT TO SCALE
0
O.C.
ON CENTER
O.D.
OUTSIDE DIAMETER
OH.
OVERHEAD
OL.
OVERLOAD
ONUS.
OLD NORTH UTILITY SERVICE
OPNG.
OPENING
OPP.
OPPOSITE
O.S.D.
OPEN SIGHT DRAIN
P
P.
PAPER
PART.
PARTITION
PER.
PERIMETER
P.I.V.
POST INDICATOR VALVE
PLBG.
PLUMBING
PLYW'D
PLYWOOD
PNL.
PANEL
PRESS.
PRESSURE
PSF
POUNDS/SQUARE FOOT
PSI
POUNDS/SQUARE INCH
C C?�3
9 2�fzc^U
PSIG
POUNDS/SQUARE INCH GAGE
PT.
POINT
PTD.
PAINTED
P.V.C.
POLYVINYL CHLORIDE PIPE
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r PLATE
REFERENCE
NUMBER
C-100
`SHEET 16

FBI
A
0
E
REMOVE SECURITY FENCE
COORDINATE WITH JSOC SECURITY
(SEE CONSTRUCTION FENCINGN
PLAN SHEET C-101)
TREE REMOVAL
AREA SEE NOTE 59
0 t .
mo w, s '-A ✓ s `
EXISTING
WETLANDS, s-
e, � K
l" 1!r �' l'' Pt rU 'mil }. � ,n
REMOVES STOFi1 ' RUCTURE -
r
z�� 14 AND 15 AND PIPES
S�' r' G CONNECTING BETWEEN s ''
i�REMOVE LIGHTS ALONG 1
SECURITY FENCE (TYP.41
/tl "0 l.. '" R' # COORDINATE WITH J
%� V �O
y „ y O,; ; F_,:,lvSECU�I fi'Y, �\
r F 8 p ct
J
2
tJ
EXISTING` 5
WETLANDS.
�,rtlr�1'
s' r�' F' hz� �< , r �'pf L r
k � �hlL 1 t n \yF.rz r:
4„
r`, �� J `REM E TREE
x y (TYP.3)
EXISTING - r5 F r 16': pl ,, WA,._-
WETLAMS
REMOVE TREE
6"� �t 1
�K'Xi REMOVE RIPRAP
JERSEY BARRIE
RETAINING WALL
� SEE NOTE *9.
�p
REMOVE -
TREE
SANITARY SEWER -
MAIN TO BE
REMOVED
SEE NOTE *6
R
EMOVE ASPHALT—"
PAVEMENT
FA":> c G
REMOVE LIGHT-<�
(TYP. 2)
REMOVE
T
SANITARY SEWE
LIFT STATION T
REMOVE TREE REMAIN. SEE NO
THIS SHEET
i�
REMOVE WALLi JnV B - A
✓�rf�r� REMOVE TRAILER
A
1" l'
REMOVE RIPRAP
x \
1 ,
`P AWL L
L
KITH r,AtVi_IfAILS REMOVE ELECTRIC
PANEL & TRANSFORMER 7 C
X P J t
BY SUS
\ REMOVE CONC. PA 11
REMOVE TREE `� i', R OVE
+ x (TYP 5) REMOVE STORM TRANSFORMER (BY
r ' STRUCTURES 10 US) SEE NOTE 114
CONC P
AND 11 AND PIPES EMOVE
y l CONNECTING 00
BETWEEN
REMOVE CURB
z.� e AND GUTTER
REMOVE LIGHT
(SEE ELECTRICAL
PLANS)(TYPJ
/ REMOVE ASPHALT
F PAVEMENT
REMOVE STORMS
;,xo-x. STRUCTURES
t 4,5,6,7,8,9 AND PIPES
CONNECTING BETWEEN
x� MILL APPROXIMATELY
DEPTH TO APPROXIMATE r;
v SHOWN AS REQUIRED
x 't TO PROV E A MINIMUM OF 2"
BITUMINOUS CONCRETE OVERLAY
PROJECT LIMITS/LIMITS �E
OF DISTURBANCE x �`;. REMOVE PARKING
t
SPACE STRIPING
r` i SEE NOTE *11, TYP.)
\xv-
:, qi
�REMOVE CUR
k ` ' AND GUTTER
REMOVE PARKING SPACE j
STRIPING TO ALLOW VEHICL 1
`ACCESS AND MOVEMENT
l THROUGH PARKING LOT
n
51
4'
STOP
+R r-,T-YP)
REMOVE ST
BAR—(TYP)
3
Ylti ,
EE
2)
zf�
,c
t: jsH
GONr,,
KLMUVL LIGH I —
0 C BAS &
BAR (TY ) PARK N ' N _ lf7h -A i'
SE OT — -
*11 TV
REMOVE PAR
:.::.
SPACE STRIPING
& (SEE NOTE *11, TYP.)
Amu
i'v'D
01'A
A
prr✓.
L'Al
u;A
4 I 5
SHEET LEGEND
-REMOVE CURB AND GUTTER TREE REMOVAL AREA
ITEMS TO BE REMOVED
PAVEMENT TO BE MILLED
ONTRACTOR TO REMOVE
NPAVED ROAD TO 8" DEPTH
SHEET NOTES:
1. SEE NOTES 6A & 68 ON SHEET G-005.
REMOVE LIGHT 2. PROJECT LIMIT AREA = 175,100, 4.02 AC.
PROJECT LIMITS/LIMITS 3. NO LAND DISTURBANCE IS TO TAKE PLACE UNTIL SEDIMENT AND
OF DISTURBANCE EROSION CONTROL MEASURES ARE IN PLACE, INSPECTED, AND
APPROVED BY FT. BRAGG WATER MANAGEMENT BRANCH AND
REMOVE CONCRETE NCDENR.
VALLEY GUTTER
REMOVE LIGHT 4. REMOVAL OF EXISTING TRANSFORMER AND GENERATOR TO NOT
(SEE ELECTRICAL PLANS) TAKE PLACE UNTIL NEW TRANSFORMER, NEW GENERATOR, AND
REMOVE STOP SIGN BUILDING DISTRIBUTION ARE FUNCTIONAL. TURN OVER THE
EXISTING GENERATOR TO THE GOVERNMENT WITHIN THE JSOC
REMOVE CURB AND GUTTER COMPOUND AT A LOCATION AS APPROVED BY THE
AT THE CLOSEST EXISTING CONTRACTING OFFICER. SEE ELECTRICAL PLANS.
JOINT (TYP)
REMOVE CONCRETE WALK 5. CONTRACTOR TO REMOVE STUMPS AND ROOTMAT, CONTRACTOR
TO REPLACE TREES PER FT. BRAGG REPLACEMENT SCHEDULE,
REMOVE TREE SEE LANDSCAPE PLANS.
(TYP. 4)
6. EXISTING SANITARY SEWER LIFT STATION (ONUS OPERATED) TO
REMOVE CONCRETE REMAIN IN PLACE DURING ALL PHASES OF WORK. COORDINATE
BUILDING REMOVAL OF EXISTING 6" GRAVITY SEWER WITH CONSTRUCTION
RELOCATE HVAC UNITS OF NEW ADDITION. ENSURE THAT SANITARY SEWER SERVICE
AND REMOVE CONC. PADS TO EXISTING BUILDING REMAINS FUNCTIONAL AT ALL TIMES.
(SEE NOTE *12) LIMIT ANY SANITARY SEWER OUTAGE TO 4 HOURS DURING ANY
ENSURE THAT THE EXISTING WEEKDAY, AND WITH 48 HOURS ADVANCE NOTICE TO
MONITORING WELL REMAINS CONTRACTING OFFICER. SEE PLUMBING DRAWINGS.
PROTECTED AND UNDISTURBED 7, STORM SEWER SYSTEM FROM STRUCTURE 3 TO STRUCTURE 7
REMOVE 6000 GALLON UNDERGROUND FUEL NOT TO BE REMOVED UNTIL NEW STORM SEWER SYSTEM IS
?pz_TAi TANK, UNDERGROUND CONCRETE PAD, AND
ACCESS PORTS PER FT BRAGG STANDARD FUNCTIONAL. STRUCTURE 3 IS TO REMAIN AND SHALL NOT BE
OPERATING PROCEDURES DURING PHASE I. REMOVED.
PROVIDE TEMPORARY ABOVE GROUND FUEL
TANK. SEE MECHANICAL PLANS. SEE NOTE *13.8. PROVIDE TRAFFIC CONTROL PER NCDOT TRAFFIC CONTROL
REMOVE GENERATOR (SEE NOTE *4) DETAIL 1101.02 SHEET 1 OF 9, LATEST EDITION AND MUTCD.
AND REMOVE CONC. PAD DETAIL 1101.02 SHEET 1 OF 9 PROVIDED ON SHEET C-509,
EXISTING FIRE HYDRANT TO DETAIL 2. TRAFFIC CONTROL PLAN PROVIDED ON SHEET C-104.
BE RELOCATED (BY ONUS) 9, EXISTING JERSEY BARRIERS NOTED AS TO BE REMOVED SHALL
REMOVE BUSHES BE TURNED OVER TO JSOC (THE GOVERNMENT) ON SITE.
(TYP. 3)
4 REMOVE CURB AND GUTTER 10.ALL PAVEMENT TO BE REMOVED SHALL BE SAWCUT TO LEAVE
AT THE CLOSEST EXISTING A CLEAN, NEAT EDGE.
JOINT (TYP)
REMOVE SIDEWALK 11. PARKING STRIPING AND STOP BAR STRIPING TO BE REMOVED
wl PER THE PROJECT SPECIFICATIONS. PAINTING OVER THE FAINT
�o REMOVED WHITE LINES WITH BLACK PAINT IS ALLOWED IF
`I wo APPROVED BY THE CONTRACTING OFFICER.
12. HVAC UNITS TO BE RELOCATED AT THE BEGINNING OF PHASE 2.
COORDINATE WITH JSOC SECURITY AND A6 PERSONNEL. SEE
REMOVE STOP SIGN MECHANICAL PLANS.
13. CAREFULLY COORDINATE REMOVAL OF EXISTING UNDERGROUND
REMOVE LIGHT FUEL TANK WITH INSTALLATION OF TEMPORARY ABOVE GROUND
REMOVE TREE TANK SHOWN ON MECHANICAL DRAWING TO ENSURE EXISTING
T SPIGOTS TO BE BUILDING IS SERVED AT ALL TIMES. FOLLOWING REMOVAL OF
RELOCATED (BY TANK, PROVIDE APPROVED BACKFILL TO RESTORE ENTIRE AREA
ONUS)(TYP.2) TO FINISHED GRADE.
REMOVE TREE
PROJECT LIMITS/LIMITS
i' OF DISTURBANCE 30 0 30 60 90
REMOVE CURB AND GUTTER N
�OCI.� ' GRAPHIC SCALE
)AT THE CLOSEST EXISTING
t
JOINT (TYP) FOR ,GENERAL NOTES SEE SHEET G-005.
„ yT i
PROTECT STOP LIGHT SIGNAL r "jLL /f G `r' 3 l! Z[�ZO//
I REMOVE TREEURO
rJi�L_o?/ Slislzoi/
1 SITE DEMOLITION PLAN �,,,;z. ..... 4q'%
-- CD101 CD101 1`30' FOR
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PLATE
REFERENCE
NUMBER
CD101
SHEET 021

1 2 3
w s' ,7771
��� ,
EX
�
:"rs WETLQS \�"
�/
V��
} s E S,� {s v\4 n:'r • N\� I`� I' / I �'�, , �ttl ' / \ �V
Z(. a a s a _
\r\;, 2 RECYCLED PLASTIC i
WHEEL STOP �
�S102C-505 �TENTION
(TYP. 24) B OR t
4 sN i`" #
v✓ �' �� -• _ OTY 1 S1021I
4 1' WIDE TONE ALONGs
CS102C-512 PAVENA-0T E T �r :%" 2 ASPHALT PAVEMENT I,
CS102 C-506F
CONCRETE PAD (8'-5"X8'-5") ) 21 t
FOR RELOCATED EXISTING' \
srti, HVAC UNITS (TYP
SEE NO 5 NOTE 1\ ., 6 HIGH r 1
\ ,.
,54 , SEA STRUCTURAL, �P1-,ANSt N 505 GUTTER 10
102 C-
�"
"s-CbNCRETE PAD FrOR - F7 3
s L. f`? HVAC (17-10'X8'-5"); A,'
vim; # , - �-�-, _ ^• _
SEE NOTE 5�,s` `. � ' �-- '� _ >- .,.. ,
:5 SEE STRUCTURAL PLANSiss
_---
4,5,6 INSTALL 155ryLF SEGMENTAL BLOCKS S RACK
CS102 C-507 RETAINING WALL WITH RAILING ' ' `° 1 BIKE g,44 I
CS102 C-507 ,I ' ,' , Ij4•-_--.
s 1 03-324 1
„-
1 NE`N ADDITION 2BLDG
39.50' 7' � 1
REPLACE EX GRAVEL ° r F,F.E• _ ! t:;
CS102 C-506 PATROL ROAD AT
NEW GRADES l' o 0 6 11.76'
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6 � 2' CURB &
7 10'' CURB & GUTTER TO
CS102 C-505 6" CURB & GUTTER TRANSITION SHEET NOTES:
1. ALL DIMENSIONS (EXCEPT SIDEWALK) ARE MEASURED
TO FACE OFWALL, FACE OF BUILDING, FACE OF CURB
OR ASPHALT SIDE OF CONCRETE EDGE UNLESS
4 INSTALL HANDICAP RAMP OTHERWISE NOTED.
CS102 C-506 (TYP. 2) 2. ALL RADII ARE 5' (MEASURED TO FACE OF CURB OR
EDGE OF PAVEMENT OR CONC EDGE) UNLESS
OTHERWISE NOTED.
6 3. ALL SIDEWALKS ARE 5' WIDE UNLESS
2' CURB & OTHERWISE NOTED. SIDEWALKS ALONG CURB
C8102 C-505 GUTTER 6" HIGH AND GUTTER ARE MEASURED FROM BACK
OF CURB.
---PROJECT LIMITS/LIMITS 4. PROVIDE TRAFFIC CONTROL PER NCDOT TRAFFIC
OF DISTURBANCE CONTROL DETAIL 1101.02 SHEET 1 OF 9, LATEST
CONNECT CURB AND EDITION AND MUTCD. DETAIL 1101.02 SHEET 1 OF 9
GUTTER AT PROVIDED ON SHEET C-109, DETAIL 2. SEE SHEET
EXISTING JOINT (TYP) C-104 FOR TRAFFIC CONTROL PLAN.
33' ATFP STANDOFF 5. COORDINATE EQUIPMENT PAD SIZES AND LOCATIONS
WITH MECHANICAL AND ELECTRICAL UTILITY
82' ATFP STANDOFF CONTRACTORS PRIOR TO INSTALLING CONCRETE PADS.
3 EQUIPMENT PADS EXTEND BEYOND THE EDGE OF THE
CONCRETE STAIRS EQUIPMENT ON ALL SIDES. THE LENGTH THE
CS102 C-509 WITH HANDRAIL EQUIPMENT PADS EXTEND BEYOND THE EDGE OF THE
EQUIPMENT VARIES FROM EACH PIECE OF EQUIPMENT.
CONCRETE PAD (5'4"X4'4') 6. SEE GRADING PLAN SHEET CG107 AMD CG108 FOR
FOR CONDENSING UNIT LOCATIONS OF PITCHED CURB AND GUTTER.
ADDITIVE #1
SEE NOTE #5 SIDEWALK SHALL NOT BE INSTALLED UNTIL AT A
''
`- MINIMUM THE EXISTING GENERATOR TRANSFORMER
s SEE STRUCTURAL PLANS
a UNDERGROUND FUEL TANK, AND ASSOCIATED
INSTALL CONC. EQUIPMENT CONCRETE PADS HAVE BEEN REMOVED.
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L-I SiISEs� is 5���®» SHEET 023

I
GENERAL EROSION AND SEDIMENT CONTROL NOTES
2 1 3
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
M
5
I. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY
EROSION AND SEDIMENTATION CONTROLS MUST BE REMOVED.
AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUST BE
STABILIZED.
2. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENTATION
CONTROLS MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST
INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENTATION
CONTROLS AFTER EACH STORM EVENT AND ON A WEEKLY BASIS.
D ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING
CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING,
REMULCHING, AND RENETTING MUST BE PERFORMED IMMEDIATELY.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER
CONSTRUCTION, STABILIZATION, AND MAINTENANCE OF ALL EROSION
AND SEDIMENTATION CONTROLS AND RELATED ITEMS INCLUDED
WITHIN THE PLAN.
4. SHOULD ANY MEASURES CONTAINED WITHIN THE PLAN PROVE
INCAPABLE OF ADEQUATELY REMOVING SEDIMENT FROM ON -SITE
FLOWS PRIOR TO DISCHARGE OR OF STABILIZING THE SURFACES
INVOLVED, ADDITIONAL MEASURES MUST BE IMMEDIATELY
IMPLEMENTED BY THE CONTRACTOR TO ELIMINATE ALL
SUCH PROBLEMS.
5.IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING
CONSTRUCTION, THE CONTRACTOR MUST TAKE ACTION TO
REMEDY SUCH CONDITIONS AND TO PREVENT DAMAGE TO
ADJACENT PROPERTIES AS A RESULT OF INCREASED RUNOFF
AND/OR SEDIMENT DISPLACEMENT.
C 1 6. SITE STABILIZATION MUST BE APPROVED BY WATER MANAGEMENT
BRANCH AND NCDENR PRIOR TO REMOVING EROSION CONTROL
MEASURES.
7.UNLESS SHOWN OTHERWISE, THE CONTRACTOR WILL PROVIDE
GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN
14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OP PERMANENT
GROUNDCOVER DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN
EROSION. REFER TO THE SEEDING SCHEDULE SHOWN ON SHEET C-501.
8_ FOR PROJECT SPECIFIC EROSION AND SEDIMENT CONTROL CONSTRUCTION
SEQUENCE SEE NOTES THIS SHEET.
9,THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING THE
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED
BY NCGS 113A-54.1. THE CONTRACTOR WILL BE RESPONSIBLE FOR
ENSURING THAT THEY HAVE THE LATEST STATUTE REQUIREMENTS. THE
SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF -MONITORING PROGRAM OF THE NPDES STORM WATER PERMIT FOR
CONSTRUCTION ACTIVITIES.
B 10.THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING WETLANDS AND
INSTALL ORANGE CONSTRUCTION FENCING AROUND THE APPLICABLE
PORTIONS OF EXISTING WETLAND AREAS IF CONSTRUCTION ACTIVITIES
OCCUR WITHIN 10' OF THE EXISTING WETLANDS.
STORMWATER NOTES:
1. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR THE
BIORETENTION FACILITIES INSTALLATION AND CONSTRUCTION SUCH THAT AN
APPROPRIATE ENGINEER OF RECORD CAN OBSERVE THE CONSTRUCTION AND
INSTALLATION OF THE STORMWATER MANAGEMENT DEVICES. A REGISTERED
PROFESSIONAL ENGINEER IN THE STATE OF NORTH CAROLINA WILL HAVE TO SUBMIT
A CERTIFICATION TO THE STATE OF NORTH CAROLINA THAT THE COMPLETE
STORMWATER MANAGEMENT SYSTEM HAS BEEN INSTALLED AND BUILT WITHIN
SUBSTANTIAL COMPLIANCE AND INTENT OF THE APPROVED STORMWATER PERMIT,
PLANS AND SPECIFICATIONS. DEVIATIONS FROM APPROVED PLANS AND
SPECIFICATIONS WILL BE NOTED ON THE CERTIFICATION AND SUCH DEVIATIONS
MAY REQUIRE A PERMIT MODIFICATION. THE CERTIFICATION MUST BE RECEIVED
BY THE STATE OF NORTH CAROLINA BEFORE A CERTIFICATE OF OCCUPANCY
WILL BE ISSUED.
2. THE CONTRACTOR SHALL COMPLY WITH THE PROVISION OF NORTH CAROLINA GENERAL
STATUTE 143-215.1, OTHER LAWFUL STANDARDS AND REGULATIONS PROMULGATED
AND ADOPTED BY NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION AND
THE FEDERAL WATER POLLUTION CONTROL ACT AS AMENDED:
"ALL OWNERS OR OPERATORS OF STORMWATER POINT SDURCE DISCHARGES ASSOCIATED
WITH CONSTRUCTION ACTIVITIES INCLUDING CLEARING, GRADING AND EXCAVATION
ACTIVITIES RESULTING IN THE DISTURBANCE OF LAND ARE HEREBY AUTHORIZED TO
DISCHARGE STORMWATER TO THE SURFACE WATERS OF NORTH CAROLINA OR TO A
SEPARATE STORM SEWER SYSTEM CONVEYING STORMWATER TO THE SURFACE WATERS
IN ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH HEREIN." IN ADDITION THE
a CONTRACTOR SHALL RECORD THE REQUIRED RAINFALL AND NPDES MONITORING
OBSERVATIONS ON THE INSPECTION RECORD FOR ACTIVITIES UNDER STORMWATER
GENERAL PERMIT NCGO10000 FORM PROVIDED BY THE DIVISION OF WATER QUALITY.
INSPECTION RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH
DISCHARGE LOCATION IN ACCORDANCE WITH THE GENERAL PERMIT - NCG 010000
15A NCAC 048 .0131 SELF -INSPECTIONS
WHERE INSPECTIONS ARE REQUIRED BY G.S. 113A-54.1(E). THE FOLLOWING APPLY:
1. THE PERSON WHO PERFORMS THE INSPECTION SHALL MAKE A RECORD OF THE
SITE INSPECTION BY DOCUMENTING THE FOLLOWING ITEMS:
A. ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES
AND DEVICES, AS CALLED FOR IN A CONSTRUCTION SEQUENCE CONSISTENT WITH
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, INCLUDING BUT
NOT LIMITED TO SEDIMENTATION CONTROL BASINS, SEDIMENTATION TRAPS,
SEDIMENTATION PONDS, ROCK DAMS, TEMPORARY DIVERSIONS, TEMPORARY
SLOPE DRAINS, ROCK CHECK DAMS, SEDIMENT FENCE OR BARRIERS, ALL FORMS
OF INLET PROTECTION, STORM DRAINAGE FACILITIES, ENERGY DISSIPATERS,
AND STABILIZATION METHODS OF OPEN CHANNELS, HAVE INITIALLY BEEN
INSTALLED AND DO NOT SIGNIFICANTLY DEVIATE (AS DEFINED IN SUB -ITEM
(1)(E) OF THIS RULE) FROM THE LOCATIONS, DIMENSIONS AND RELATIVE
ELEVATIONS SHOWN ON THE APPROVED EROSION AND SEDIMENTATION PLAN.
SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING
EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING
AN INSPECTION REPORT THAT LISTS EACH MEASURE, PRACTICE OR DEVICE
SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
THIS DOCUMENTATION IS REQUIRED ONLY UPON THE INITIAL INSTALLATION
OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES
AND DEVICES AS SET FORTH BY THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN OR IF THE MEASURES, PRACTICES AND DEVICES ARE MODIFIED
AFTER INITIAL INSTALLATION;
B. THE COMPLETION OF ANY PHASE OF GRADING FOR ALL GRADED SLOPES AND
FILLS SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN,
SPECIFICALLY NOTING THE LOCATION AND CONDITION OF THE GRADED SLOPES
AND FILLS. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND
DATING A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL
PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT;
C. THE
LOCATION OF TEMPORARY OR
PERMANENT GROUND COVER, AND THAT
THE
INSTALLATION OF THE GROUND
COVER DOES NOT SIGNIFICANTLY
DEVIATE
(AS
DEFINED IN SUB -ITEM (1)(E) OF
THIS RULE) FROM THE APPROVED
EROSION
AND
SEDIMENTATION CONTROL PLAN.
SUCH DOCUMENTATION SHALL BE
ACCOMPLISHED
BY INITIALING AND DATING A COPY OF THE APPROVED
EROSION
AND
SEDIMENTATION CONTROL PLAN
OR BY COMPLETING, DATING AND
SIGNING
AN
INSPECTION REPORT;
D. THAT MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL TEMPORARY AND
PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES
AND DEVICES HAVE BEEN PERFORMED. SUCH DOCUMENTATION SHALL BE
ACCOMPLISHED BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT
(THE GENERAL STORM WATER PERMIT MONITORING FORM MAY BE USED TO VERIFY
THE MAINTENANCE AND REPAIR REQUIREMENTS); AND
E. ANY SIGNIFICANT DEVIATIONS FROM THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN, CORRECTIVE ACTIONS REQUIRED TO CORRECT THE DEVIATION AND
COMPLETION OF THE CORRECTIVE ACTIONS. SUCH DOCUMENTATION SHALL BE
ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING
AN INSPECTION REPORT. A SIGNIFICANT DEVIATION MEANS AN OMISSION, ALTERATION
OR RELOCATION OF AN EROSION OR SEDIMENTATION CONTROL MEASURE THAT
PREVENTS THE MEASURE FROM PERFORMING AS INTENDED.
2. THE DOCUMENTATION, WHETHER ON A COPY OF THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN OR AN INSPECTION REPORT, SHALL INCLUDE
THE NAME, ADDRESS, AFFILIATION, TELEPHONE NUMBER, AND SIGNATURE OF
THE PERSON CONDUCTING THE INSPECTION AND THE DATE OF THE INSPECTION.
ANY RELEVANT LICENSES AND CERTIFICATIONS MAY ALSO BE INCLUDED. ANY
DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF THE APPROVED
EROSION AND SEDIMENTATION CONTROL P-AN SHALL OCCUR ON A SINGLE COPY
OF THE PLAN AND THAT PLAN SHALL BE MADE AVAILABLE ON THE SITE. ANY
INSPECTION REPORTS SHALL ALSO BE MADE AVAILABLE ON THE SITE,
3-THE INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THE
FOLLOWING PHASES OF A PLAN:
A. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES;
B. CLEARING AND GRUBBING OF EXISTING GROUND COVER;
C. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THAT REQUIRES
PROVISION OF TEMPORARY OR PERMANENT GROUND COVER PURSUANT TO
G.S. 113A-57(2);
D. COMPLETION OF STORM DRAINAGE FACILITIES;
E. COMPLETION OF CONSTRUCTION OR DEVELOPMENT; AND
F. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER
SUFFICIENT TO RESTRAIN EROSION AND THE REGULATORY AGENCY THAT
APPROVED THE PLAN HAS BEEN NOTIFIED AND HAS ANNOTATED IN THE
FINAL INPPECTION REPORT THE PROJECT IS SUITABLE FOR CLOSURE.
CONSTRUCTION SEQUENCE:
1. OBTAIN EROSION CONTROL AND STORMWATER PERMIT FROM THE CONTRACTING OFFICER.
2. IN COORDINATION WITH JSOC SECURITY AND THE PROJECT EROSION CONTROL INSPECTOR,
STAKE OUT THE EXISTING WETLANDS IN AREAS WHERE CONSTRUCTION ACTIVITIES WILL
OCCUR WITHIN 10' OF THE EXISTING WETLANDS AND STAKE OUT THE LIMITS OF
DISTURBANCE WITHIN THE EXISTING WETLANDS THAT WILL BE DISTURBED BY THIS
PROJECT. INSTALL TREE PROTECTION FENCE ALONG THE IMPACTED WETLAND AREA, 10'
HIGH TEMPORARY SECURITY FENCE AND TEMPORARY FENCE AND ASSOCIATED GATES (SEE
CONSTRUCTION FENCING PLAN) SUCH THAT THE PROJECT SITE WILL BE FENCED INSIDE
THE SECURE JSOC COMPOUND. CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS AS
A RESULT OF THE INSTALLATION OF THE TREE PROTECTION FENCE, TEMPORARY FENCING,
AND GATES PER THE SEEDING SCHEDULE SHOWN ON SHEET C-501. CALL FOR INSPECTION
BY JSOC SECURITY AND PROJECT EROSION CONTROL INSPECTOR. IF APPROVED INSTALL
THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT.
3. INSTALL SEDIMENT FENCE, SEDIMENT FENCE OUTLETS, REMAINDER OF TREE PROTECTION
FENCE, HARDWARE CLOTH AND GRAVEL INLET PROTECTION, AND CONSTRUCT
TEMPORARY SEDIMENT TRAPS #1 AND 112 WITH BAFFLES AS SHOWN ON THE PHASE I
EROSION AND SEDIMENT CONTROL PLANS (CG102 AND CG103). CLEAR AND GRUB
AND PERFORM DEMOLITION ONLY AS NECESSARY FOR THE INSTALLATION OF THESE
DEVICES.
4. CALL CONTRACTING OFFICER FOR ONSITE INSPECTION BY PROJECT EROSION
CONTROL INSPECTOR.
5. IF APPROVED, INSTALL TEMPORARY DIVERSION DITCHES (TD 1, 2, 3 & 4) WITH CHECK
DAMS AND RIP RAP OUTLET PROTECTION AND STABILIZE FLOW LINES AS NECESSARY.
INSTALL DITCH LINER FOR TEMPORARY DIVERSION DITCH #4.
6. CALL CONTRACTING OFFICER FOR ONSITE INSPECTION BY PROJECT EROSION CONTROL
INSPECTOR. IF APPROVED, PHASE 1 EROSION AND SEDIMENT CONTROL IS COMPLETE,
PROCEED TO THE PHASE 1A EROSION AND SEDIMENT CONTROL PLAN (CG104, CG105
AND CG106). BEGIN REMAINING CLEARING, GRUBBING AND DEMOLITION. PERFORM
REMAINING DEMOLITION AS SHOWN ON THE DEMOLITION PLAN. EXISTING STORM DRAIN
STRUCTURE #3 TO EXISTING STORM DRAIN STRUCTURE #7 SHALL REMAIN IN SERVICE
UNTIL STORM DRAIN SYSTEM FROM STRUCTURE #20 TO EXISTING STRUCTURE #3, AND
TEMPORARY #40 OUTFALL FROM STRUCTURE #41 TO EXISTING BUILDING CLEANOUT ARE
INSTALLED AND OPERATIONAL.
7. MAINTAIN DEVICES AS NEEDED PER NCDENR MAINTENANCE INSTRUCTIONS.
ROUGH GRADE SITE. AS SITE IS BROUGHT UP TO FINISHED GRADE, ADJUST
LOCATION OF TEMPORARY DIVERSION DITCHES, AND CHECK DAMS AND INCREASE
LENGTH OF RIPRAP OUTLET PROTECTION AS SHOWN ON SHEETS CG104 AND CG105.
8. FOLLOW TEMPORARY SEEDING INSTRUCTIONS AS SHOWN ON SHEET C-501 AS
CONSTRUCTION PROGRESSES.
9. INSTALL UTILITIES, CLOSED STORM DRAIN SYSTEM, AND RIPRAP OUTLET
PROTECTION EXCEPT FOR UTILITIES AND STORM DRAIN SYSTEM WITHIN AND IN
VICINITY OF TEMPORARY SEDIMENT TRAPS #1 AND #2. INSTALL BLOCK AND
GRAVEL, HARDWARE CLOTH & GRAVEL INLET PROTECTION.
10.13EGIN BUILDING AND RETAINING WALL CONSTRUCTION.
11. INSTALL ROADWAY AND PARKING LOT AGGREGATE BASE, CURB AND GUTTER, STONE
ALONG PAVEMENT EDGE, AND CONCRETE FLUME(S).
12.STABLIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION,
PAVEMENT, CONCRETE, ETC.
13.FINALIZE BUILDING AND PAVEMENT CONSTRUCTION. STABILIZE REMAINING AREAS.
CALL FOR INSPECTION BY PROJECT EROSION CONTROL INSPECTOR. IF STABILIZATION
IS APPROVED, REMOVE TEMPORARY SEDIMENT TRAPS #1 AND #2 AND TEMPORARY
DIVERSION DITCHES (TD #1, 42, #3, #4) AND FINISH GRADING THE SITE. INSTALL
ADDITIONAL SEDIMENT FENCE OI,TLET AT LOW POINT IN GRADED AREA BELOW
WHERE SEDIMENT TRAP #1 WEIR iNAS LOCATED AND INSTALL ADDITIONAL SEDIMENT
FENCE AT THE BOTTOM OF THE FILL SLOPE BELOW WHERE SEDIMENT TRAP #2 WEIR
WAS LOCATED. ENSURE ADDITIONAL SEDIMENT FENCE OUTLET AND SEDIMENT
FENCE CONNECT TO ADJACENT SEDIMENT FENCE. INSTALL REMAINING STORM DRAIN
SYSTEM, UTILITIES, GRAVEL PATROL ROAD, RIPRAP OUTLET PROTECTION, CURB AND
GUTTER, STONE ALONG PAVEMENT EDGE, AND PARKING LOT AREA,
14.INSTALL BIORETENTION FACILITIES. SEE STORMWATER NOTE #1 THIS SHEET.
INSTALL SEDIMENT CONTROL DE`iICES AROUND THE PERIMETER OF THE
BIORETENTION FACILITIES TO PREVENT ANY SEDIMENT LADEN RUNNOFF FROM
ENTERING THE BIORETENTION FACILITIES. CONTROLS TO REMAIN IN PLACE
UNTIL ALL AREAS UPSTREAM OF BIORETENTIONS ARE STABILIZED."
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15.ALL SEDIMENT FENCE SHALL REMAIN IN PLACE AS SHOWN ON TH � JAGS UNTIL4/I,5/2'll
THE ENTIRE SITE IS PERMANENT-Y STABILIZED AND APPROVED BY THE PROJECT
EROSION CONTROL INSPECTOR.
16.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY,
ARRANGE FOR INSPECTION BY PROJECT EROSION CONTROL INSPECTOR.
\\�`Q`,CAR��fi�� 17.IF SITE IS APPROVED REMOVE F=MAiNING EROSION MEASURES AND
�.o' �Essio•,ti % TEMPORARY SITE MEASURES EXCEPT THE TREE PROTECTION FENCE
SEAL .9 ' SHALL REMAIN IN PLACE AS THE LAST ITEM TO BE PERFORMED BY
2177 _ THE CONTRACTOR. WITH JSOC S=CURITY APPROVAL, REMOVE
'% • CIN���,` TEMPORARY FENCE AND GATE PER THE CONSTRUCTION FENCING
/9s�NiREFER TO
sui5�5�\`\ SCHEDU EE PLAN. SDSHOWNAVE ON SHEETTINC 501- REMOVE� BARESTREE PROTECTIONDI FENCE.
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REFERENCE
NUMBER
CG101
SHEET 027

2 3
EXIST!( r
2
5
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0
INSTALL TREE PROTECTION (TYP)�" �pi I
7
M AT C H L I N E -
SHEET NOTES:
-�04 SEE SHEET CG103
C61!�2 C I J�
REFER TO SHEET CC101 FOR CONSTRUCTION SEQUENCE AND GENERAL
TEMPORARY DIVERSION DITCH (TD #4
SEDIMENT FENCE 11 EROSION AND SEDIMENT CONTROL NOTES.
P f
PROVIDE 41 WIDTH OF STRAW WITH NET
CG102 C-503
4'
vli CG102 C-501 .-S75 DITCH LINER PRODUCT FROM NORTH
AMERICAN GREEN OR EQUIVALENT.
4 Fte �b -INSTALL PER MANUFACTURERS
DISTURBED AREA= 4.02 ACRES
',RECOMMENDATIONS.
SEDIMENT FENCE OUTLET .'-"i,,,it"
q 3
I-- -
-,g
(TYP.2)
c LC-502 TEMO RY CHECK DAM (TYP.)
EXISTING T 4
AP o CG1021C-59,3,-,
A
WETLANDS.
A
INSTALL TEMPORARY \,,IT FENCE
lv
SEDIMENT TRAP W/ BAFFLES
-501 lit 61021C
TEMPORARY SEDIMENT TRAP #1 W/ 6'W t ON
161�2]10-�03
WEIR
C-504
TRAP BOTTOM ELEVATION =218.00
1 1­11
�O
5--
BOTTOM OF WEIR = 219.�
TOP OF WEIR 221.50 V­
TEMPORARY STOCKPILE
1,7
FOR EXCAVATED SOILS
TRAP TOP OF EMBANKMENT
DEPTH OF STORAGE = 3.5 FT
Xk�
TOTAL DEPTH = 5 FT
SEDIMENT CLEANOUT ECEVA 21975 IF 7,
(1�5) 9I\
Z-
REQUIRED MINIMUM VOLUME 5,220 C F
v -i"tx) i
i r 11z
PROVIDED VOLUME = 6,028 CF
4IDT z, .7,
i __-----PROJECT LIMITS/LIMITS
i TA, REQUIRED MIN. SURFACE AREA = L,-9­98 SF
K
PROVIDED SURFACE AREA = 3,042 SF
?A
2
INSTALL RIPRAP
3 SEDIMENT FENCE OUTLE LET PROTECT
C-502
C6122 C-1 02
10
2:1 SLOPE AREASn
STABILIZE WITHIN 7 DAYS­
JE' I S T I qG "wETILANDS
FROM LAST LAND
ACTIVITY -s
(T Y P.) 71
tj
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DROTECTIW- k
OUTL
ET 102 C K2
PALD AT LX
.CG1
2 V- 'VNE-1 'OE0N
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I
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STABILIZE WITHIN 7 DAYS V
FROM LAST LAND
DISTURBING ACTIVITY
lRb"b"ID 'Ek
I Lj;N3 G'10Ui`v'L'
%1� (T Y P
c 10 1 (1,
OF DISTURBANCE
INSTALL HARDWARE
C61021C-602 CLOTH & GRAVEL INLET
1� PROTECTION (TYP.)
( 2
CG1021C-5 . 04
ON (TYP)
TEMPORARY DIVERSION INSTALL TEMPORARY GRAVEL
INSTALL TEMPORARY C6102 C C CONSTRUCTION ENTRANCE/ EXIT
DITCH (TD *2
CG102 C W/ BAFFLES c- )3 CG1 -�01
C503 SEDIMENT
TRAP -- 1 2,
SEDIMENT TRAP #2 W/ 'WEI
04TEMPORARY SE
I ALL RIPRAP TRAP BOTTOM AP Xp
ELEVATION =221.00 1 ICA,, &
OUTLET PROTECTION
BOTTOM OF WEIR = 222.50 CG11 021 C-502 u
)v
TOP OF WEIR 224.50
226.00 jJl
10,
TRAP TOP OF EMBANKMENT' (TYP.)
= 3 FT TEMPORARY CHECK DAM
DEPTH OF STORAGE b , I , 5
­7- 1
2 5 FT
TOTAL DEPTH I , Iq .1, / I I i l I I CG102 C-503 q
0 INSTALL TREE PROTECTION (TYP)
CG1!�2LC-�04
SEDIMENT CLEANOUT ELEVATION 222.75
REQUIRED MINIMUM VOLUME = 2,974 CF\
PROVIDED VOLUME = 4,685 C F,` j
E M ku
2
CC I I i i I 7 l,
REQUIRED MIN. SURFACE AREA 1,708 8 SF', PORARY DI RSION
DITCH (TD *3)
PROVIDED SURFACE AREA 1,901 S�l�
CG1�0�2c 50 30 0 30 60 90
3
SEDIMENT FENCE OUTLET
Q F Ti47GRAPHIC SCALE
-T
T,
G102 VA ")f
FOR GENERAL NOTES SEE SHEET G-005.
c C-502
ell
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PHASE
t: 1 EROSION AND SEDIMENT CONTROL PLAN
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REFERENCE
NUMBER
CG102
SHEET 028

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REFER TO SHEET CG101 FOR CONSTRUCTION SEQUENCE AND GENERAL
EROSION AND SEDIMENT CONTROL NOTES.
DISTURBED AREA= 4.02 ACRES
30 0 30 60 90
GRAPHIC SCALE
FOR GENERAL NGTESI'SEE ;SHEET G-005.
._S'raJ G f_I OrlG j 4/2c/u'C(
_ .46W3 z j
PHASE 1 EROSION AND SEDIMENT CONTROL PLAN
1"=S0' (SHEET 2 OF 2)
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PLATE
REFERENCE
NUMBER
CG 103
SHEET 029

-�,,
j '�I I• I'�grt f�I ;I �I
I r I

1
2
CG105
INSTALL TREE PROTECTION (TY
C6105 C-504
1 SEDIMENT FENCE CG105 C-501 z
D /��' EXISTING{;s
SEDIMENT FENCE OUTLET r �'
1
C6105C-502 (TYP.2) /
/kill I
dr 4�
2 TEMPORARY DIVERSION DITCH (TD #4) i
PROVIDE 4' WIDTH OF STRAW WITH,, r` ,� '
CG105 C-503NET 375 DITCH LINER PRODUCT FROM J
NORTH AMERICAN GREEN OR Plii-,I '
a., EQUIVALENT. INSTLALL PEWs
M,ANUFACTURRS RECOMMENDATIONS f
'
IV
2 EXTEND RIPRAP OUTLE xQ�
OG105 C-502 PROTECTION- �s>
l
41
r r
J\Tz�J MAINTAIN SEDIMENT TRAP °1 �
. •�/ �.. V ''2 , tea&. / /
3 SEDIMENT FENCE OUTLET-
CG105
C ;EXISTING �✓'1 \-
WETLANDS
i-
INSTALL SEDIMENT FENCE /` /
OUTLET AT LOW POINT IN-
GRADED AREA AFTER SEDIMENT '
TRAP #1 IS REMOVED.
INSTALL 22 LF OF 15" STORM. ,
DRAIN PIPE AND RIPRAP OUTLET +,,,' ✓ ^
PROTECTION. INSTALL %` l
REMAINDER OF PIPE TO!
STRUCTURE 40 AFTER TRAP _
HAS BEEN R€tyOVlE,D `, > if
1 °rn✓�� !; ' %J
SEDIMENT FENCE \ r°
CG105 C-501 o ,+
INSTALL SEDIMENT FENCE `
1
CONNECTING TO ADJACENT",
SEDIMENT FENCE AFTER y
SEDIMENT TRAP #2 IS REMOVED. 1
4
B MAINTAIN SEDIMENT TRAP 42
2 EXTEND RIPRAP OUTLET
CG105 C-502 PROTECTION (TYP.
2 TEMPORARY DIVERSION,:
CG105 C-503 DITCH (TD #3)
if
l
\
3 SEDIMENT FENCE OUTLET
CG105 C-502
2 RIPRAP OUTLET PROTECTION,
CG105 C-502 _ _
a -
\
<z ;.
\
zzl
1 SEDIMENT FENCE
CG105 C-501
PROJECT LIMITS/LIMITS X `i
OF DISTURBANCE
a x
M , �
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1 ry
2
RIPRAP OUTLET PROTECTI1/t
12
+`
l
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D V
-� F�F • `�F-'
Q ; r
kl��� �/ I
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v l
/ 2:1 ^SLOPE AREAS.
° -"
STABILIZE WITHIN 7 DAYS l
FROM LAST LAND -- �\ U
UGG � <
DISTURBING ACTIVITY vGC
lb �
3
I
1
,Y
1
I
ME
1 INSTALL HARDWARE
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PROTECTION (TYP.) )
I
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s
%'/fin „ fit'' f_. t �l/ /L IGi \j
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ECTION\ '
{
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2 , 1 !V `'. BILDS
ll(� '> ,v,'�
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G105 C-503 DITCH (TD «1) - �� 4 "5 �;
\\\\` \\,,�.. �< lr..Y� ' \�� i\ l /�! {✓i j,J..Il \lV i�� I � i t"l ?mil
^ i
F TEMPORARY
�3 U,
,,STOCKPILE
�
_FOR EXCAVATED Ov; P
r; SOILS : l 1
i
I TEMPORARY DIVERSION_,
1 l) CG105 C-503 DITCH (TD #2)! I
2:1 SLOPE AREAS
G
STABILIZE WITHIN 7 DAYS
FROM LAST LAND
' c,"DISTURBING ACTIVITY
(TYP) (GE
ucE EDIMENT
1 S
CG105 C-501 n 1
f + ; I OUTLET
2 RIPRAP
r TIOTYP
N (2)
' `, PROTEC �,---
` �`—`v,CG105 C-502 }
` i F
If
j�
WST ALL BLOCK &--
RAV L (TYP.)—
— INL
N
' q f CG105 C 517 pROTECTIO I
1,
I.P. i 14E & <
ti
�_-
2
11�MATCHLINE-
.,.SEE SHEET CG106
CI
- 1 SEDIMENT FENCE
CG105 C-501
5
SHEET NOTES:
1. REFER TO SHEET CG101 FOR CONSTRUCTION SEQUENCE AND GENERAL
EROSION AND SEDIMENT CONTROL NOTES.
2. REFER TO SHEET CG101 FOR SPECIAL INSTRUCTIONS ON CONSTRUCTION
OF BIORETENTION FACILITIES AND PROTECTION OF THESE FACILITIES
DURING CONSTRUCTION.
DISTURBED AREA= 4.02 ACRES
INSTALL HARDWARE
CG105 C-502 CLOTH & GRAVEL I L
PROTECTION (TYP.)
1 " +
f 1
INSTALL HARDWARE
CG105 C-502 CLOTH & GRAV L I
PROTECTION (TYP.)
PROJECT LIMITS/LIMITS
OF DISTURBANCE
1 INSTALL HARDWARE
CG`I 5 C-502 CLOTH & GRAVEL INLET
PROTECTION (TYP.)
--I 2 ` INSTALL TREE
CG105 C-504
TECTION (TYP)
1 INSTALL HARDWARE
1 C-502 LOTH & GRAVELINLEI
PROTECTION (TYP.)
1 INSTALL HARDWARE
a105 C-502 CLOTH & GRAVEL INLET
PROTECTION (TYP. 2)
1 SEDIMENT FENCE
O' v CG105 C-501
1:. l it
) t
? • � J. f f , t -
h 2 INSTALL TEMPORARY GRAVEL
CG105 C-501 CONSTRUCTIOL ENTRANCE/ EXIT
\ \ 4,
I
Mr
71 < <'''� 4I GRAPH IG SCALE
! ?? FOR GENERAL NOTES SEE SHEET G70
05.
p
O \ ` If
S/(C/ 40� �lzn`Zgr/
PHASE 1A EROSION AND SEDIMENT CONTROL PLAN
It
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r a.
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PLATE
REFERENCE
NUMBER
CG105
SHEET 031

1
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3
2
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MATCHLINE-
SEE SHEET CG104
OR CG105
i
SHEET NOTES:
REFER TO SHEET CG101 FOR CONSTRUCTION SEQUENCE AND GENERAL
EROSION AND SEDIMENT CONTROL NOTES.
DISTURBED AREA= 4.02 ACRES
11
30 0 30 60 90
GRAPHIC SCALE
FOR GENERAL NOTES SEE SHEET G-005.
Salk ! (G /`c'J i/2n/2G U
1 PHASE 1A EROSION AND SEDIMENT CONTROI,���t�,�,,,�
C606 1` 30' ss
(SHEET 2 OF 2)
a SEAL
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PLATE
REFERENCE
NUMBER
CG 106
SHEET 032
- -,

I 4 I 5
C
A
A
1 I 2
3
EXISTING �' ��'' 1� �'
"WETLANDS ��
�`
I
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✓�I
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0 �l"V,�!�` ,t i �' / ! (� ° 1 t . ! Upstream Downstream Upstream Structure
Z? � PROJECT LIMITS/LIMITS From To Slope Pipe Length Invert Invert Pipe Rim Min Min
/ �� (upstream) (downstream) Dia (From) (To) Material Elevation Depth Cover
5 v 1 OF DISTURBANCE
FLARED N TION /'' i�', y (Ft/Ft) (In) (Ft) (Ft) (Ft) {Ft} {Ft} (FT)
CG107 C � � � / ,- � ,; , �: ,' / � i ;'�,-'-„ DI EX2 DI EX3 0.0109 24 73.63 232.30 231.50 CLASS III RCP 237.70 5.40 3.15
/ ;; �' �. ' �' �' DI EX3 DI 24 0.0100 24 29.66 230.67 230.37 CLASS III RCP 239.25 7.75 6.33
/ , 20; t ✓ �• - / `,, / , t { DI 24 MH 22 0.0100 24 46.16 230.27 229.82 CLASS III RCP 238.00 7.63 6.38
✓6 -- �` ,/��, / 1 j BIORETENTION
` it 1 D123 MH 22 0.0099 8 80.58 232.00 231.20 PVC 236.00 5.18 2.25
`/ • / ,�, / ,' @ II 1 i / - FACILITY #1
T ROP N T - / 5 � r MH 22 D121 0.0075 30 96.63 229.32 228.61 CLASS IV RCP 239.00 7.80 0.00
L / 23 24/ 1 'CG107 C 512
107 C-5 ' .24 DI 21 FES 20 0.0076 30 66.35 228.51 228.00 CLASS IV RCP 239.00 10.39 0.00
2,. CAST MANHbOLE,,,/ ,; I �\
CG107 C-51�� �% "= �� ,'°� �� D1 34 DI 33 0.0100 12 43.21 230.76 230.32 PVC 238.00 4.43 4.02
1 r , `-kk;' ,� , , t 'V'1 1 j
✓; 1 ' r, 1 h / ti �, �, � - D133 CB 32 0.0100 15 67.06 230.07 229.60 CLASS III RCP 236.00 2.66 4.49
P INL T� , r r V,,
CB 32 CB 31 0.0276 15 93.72 229.40 226.81 CLASS III RCP 236.06 6.66 6.12
% { C; T07 C-5f3 � � x �_ � � ' CB 31 FES 30 0.0268 15 46.57 224.00 222.75 CLASS III RCP 231.66 4.85 3.41
� / '✓ v ' �240.50
z t�2 ✓ �. 2 1, ,
Ar it RD 3 FES 44 D•0190 8 21.20 236.40 236.00 PVC 239.60 16.86 2.45
�a RD EX2C RD1 0.01 12 7.54 234.28 234.20 PVC 239.60 5.32 4.15
4 1' WIDE STONE ALONG' 2 9J/ / / 1 t
;; � ,, , {, , N � ,� � 7 ; , DOWNSPOUT RD1 4.15 6 8.47 236A0 2e4.70 PVC 239.50 5.30 2.92
PAVEMENT EDGE (TYP) ,,. n ; /, ' "1 RAISE EXISTING RD1 DI43 0.02 12 10.61 234.10 233.89 PVC 238.10 3.90 2.81
CG107 C-512, ,. / 240.8 w t •'
COMMUNICATIONS RD 10 D143 0.02 6 10.61 234.60 234.39 PVC 238.10 3.40 2.91
/'ice t J 1 „y>{• -,� ,' ' 1 ',
� _ � - rCl ; r J 2� , � 1 �, r7 ' /'`�, 4b. qE�' 241.34 ! � ' '; f ' l 2 69.93 233.79 2.D4 PVC 236.80 2.10 1.82
, F u, � I MANHOLE TO DI43 DI 42 0 03 1 23
` qj FINAL GRADE (SEE
�' ELECTRICAL PLANS) DI42 D141 0.01 15 53.97 230.00 229.46 CLASS III RCP 236.80 2.91 3.59
82 DI 41 FES 40 0.10 15 80.35 227.00 219,00 GLASS III RCP 236.00 3.86 5.10
_, „ _ 1241.70 I i 242.92 � �j Li - , r 3 .
� .{,t L� /r 3`` >, s'_`2 L3 Ti•� -, / / � , � m �' / 23 4 rr 1/1,,, . � , i / 2 ` Z
r23? n 234 50 0 � !- -_2 SHEET NOTES
235. " f 1
�: ' ''e"' 0� / " 242. ',_, _ 243.17 i 1 N RETE DROP INLET 1. ALL DROP INLETS WILL BE IN ACCORDANCE W/
r •N231.25 / - 239.10
s :XV r 2. 0 / .z• i CG107 C-513 NCDOT STANDARDS & SPECIFICATIONS LATEST ISSUE.
g' u�?� u _ 3;. �; / 1 2 6.14 y ALL DROP INLETS AND MANHOLE STRUCTURES IN PAVEMENT
4,5,6 r 30.9� 33. k` 236..5 I r�
" INSTALL SEGMENTAL LOCK-1 r 3g.0 `ter, OR CONCRETE AREAS SHALL BE TRAFFIC BEARING PER
CG107 0-507,, RETAINING WALL WITH RAILING �g v t ., �, i NCDOT STANDARDS & SPECIFICATIONS LATEST ISSUE.
"\' ' _, -REMOVE CURB INLET
T�� _ COVER AT EXISTING
J / LL S 2 3 0, ,
22� 2.ALL SPOT ELEVATIONS ARE FINISHED GRADE/EDGE OF
Qr g�T L �30.50 l 1 ` `,i INLET 3. PROVIDE
\ •', p / �� 2 31.8 I 'I '39.40 #3-3242 MANHOLATF AM AND PAVEMENT UNLESS OTHERWISE NOTED.
BLDG "2.'9' �� 243 00 rI11ER �2b�Ob TOP TO
!NEW AOOITION - 239 50 1''' FINISHED GRADE. 3.REFER TO SHEET B-101 AND PROJECT SPECIFICATIONS FOR
222.50 BOT/" /''il, p F.F•E LIMITS AND DEPTH OF MATERIAL TO UNDERCUT. THE SOILS
J �' TE 3 SEE ARCHITECTURAL PLANS FOR
�... r ;,
# <;+ "f TO BE UNDERCUT ARE UNSATISFACTORY BECAUSE OF
EXISTING-') " SEE NO `
WETLANDS % p T'OP�' % ',:,�, ` / 39 30i 239_�0 p DOWNSPOUT CONNECTION
s „ THEIR LOOSE CONDITION. UPON REMOVAL AND PROPER
r223• 21, 8 39.4 1,� COMPACTION THE SOIL MAY BE SUITABLE BENEATH THE NEW
a 5 OT ' 39. 50
EI, t, +
t1
�222./ / - / 33.36 3 9 BUILDING PROVIDED IT MEETS ALL COMPACTION AND
MOISTURE REQUIREMENTS.
9. 1
e_ q 37.4 1 R s N
1
�,� ._f- )i /a %� bf a t5i✓ x�iwI•C3 kJ ' t If
'�, ,l �.ri .. / � / `. ��i /•.` .� Sig/' l � ; \ 1. V ` ', `I�� J<•. ;. •I'i��%� � 'I -. �:.+
t STORM SEWER CLEANOUT'
.FOR CONNECTION OF ROOFS
DRAINAGE - SEE PLUMBING'
1 PLANS FOR CONTINUATION, l�
PLUMBING INVERT. 237.50 / I :y;�
,� r - " 50
5 d j
�,, ON 239 ;
A N TI
1 1 vy, I1 ' .../1�•IJ 71�..
CG107 C-51`2 1 _ `� / > , a , ,+
( \ 1 A 't z i V I `� t I F
i 1 " i/llV 1 't
1 CRET R P T ``�` '\ / I rJ t# } z', A A �1
(TYP 2) ? 3:' -\ �, \ w N g(_D m
CG107 P 4 i J it _ V
C-5T 4 t \ _ C'5 I W I 1 'I fl =1
/- 1 , tom, 1,
It I
' 9
BIORETENTION FACILITY #
CG10 CC-512 o ,, ( / -_ _ ' ; �� `
� � 1' '��iA � � p ; � �/' {�' ' ' � i � � ,, I t("'4- _.�;•:,,.5 t I
6 +� V 1 - i '�'4f' '� ' + �l o � r ,
;,NL
ETE DROpET I
/4
CONCR
4 1WIDE r., '4
CG107C-512PAVEMENT �ED�E (TYP) r�,'w�l;; �� CG107C
` ylu(,r, „I /
1 UP
�i l
N
ilkA
v 3 38.25 23 .47/' � 240.61
1 2 a 3.5 0
7. rn
2 ;J 0
4.6 `� 7.25�8.70 r �;
x��7 2$ N 123 4'0 3
112
5 F ARED ENDSECTI
CG107 C-512 37.00 37 19
x �, i .7 0
3 3
b'+�r 240. f LT
0.9 ,� 3.80 3 .35
3 40
0 �I
T P THROAT, _
32.10 w } a !t
CG10 C-512 CATCH BASIN y �e� /, B1 j i 5' Cl)RB TRANSPTION ��I
o,
BETWEEN NORMAL CURB A 1;('
& PITCHED CURB, & i
/
PROJECT LIMITS/LIMITS ,� z ,z�`, / �' GUTTER, (TYP)
OF DISTURBANCE ln
i Cl, 1131651�
3 N BETE P N THROAT s� �, ,, ' ; 231.7 C__1
CATCH BASIN
CG107 C-512 �.
.� '?' \ it y'.
lU
It
tj
i l �'' , I +• ,' Il * y .`.. _. 5'V \\ � "r/T t} _ v✓ L J!( 1'i �{p5
)
x�<
-CONNECT TO EXISTING
ROOF LEADER CLEANOUT
FOR BUILDING #3-3242
L \ STORM SEWER CLEANOUT (TYP)
7.. 751512\
1 BIORETENTION FACILITY #3
7 C-512
4,5 CONCRETE FLUME
107 C-505
8 2'
C6107 C-505 (
1
30 0 30 60 90
GRAPHIC SCALE
FOR GENERAL NOTES SEE'SHEET G-005
SITE GRADING AND DRAINAGE PLAN ``��o�NICARO�ii
EXCLUDES ADDITIVE #1 `oP AEssi ��'% FOR
1"=30' oyy, c PERMITTING
° SEAL T. ONLY
3217
Ij
19
US ARMY CORPS
OF ENGINEERS
SAVANNAH
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PLATE
REFERENCE
NUMBER
CG107
`SHEET 033

E
C
L'.
1 I 2 3
EXISTING
WETLANDS/ V
A
rjc, �. / fr :/!'i �// ✓F" 4�\ r' �.A p // , t + y 'I , I x '•1 ,tt :.l i'
l � r[�ti rc+��
1 � ✓ / / / , r&; � r� :1 `M1 t, .$ � IVZ? , 1 n / •, ',1--i`r' i I, \ ..
Sk
,
�. 1
F �AR7 ND E116
CG108 C-5JT / i /✓ i/ (7 lei,
\ l
lf
-,! -.•j' : „ / t '
57f b RET T, ,, 2 0 ,I t
I till ` 7"v �: �� � ,t /./` 31 0
r108 C-5�242 6 '
CAS TvlANHOLE ,,; ,,' / f v 11 %1
lilT+,00 C-1•J,"F ,' + /c,•,S' + v �'� ,' n��! ,t ' i ('<)�
nt 1 N DR
QP F N r 1 \t
9 l l 1
✓�> V CG�108 C-5;�3"
t, 240.5p ; 24`1. 0
,
t�
4 1'WIbE S�ON� ALONG' 7 2 9.7� �1 ,`R
PAVEMENT EDGE (TYP) :. r 4'- / l,'
CG108 C-512 s f / - T, 240.86 t ,
40.1
2.82
I�
-/5 lop ''' r 46 iV 4.76 �_ f/` %i 7 241. 10 42.
r� ___", s+, /'; -N; 232• inT 1>•''' l ,'`23 _��f 23
04
4 5 0
A
/ 3'
TO r -
` 1L 231.2 T. 239.10 !
�'. ;rl: ✓(f' f.>?;SVp .BBT
6.14
NI �-;�' INSTALL SEGMENTAL BLOCK `,✓ , 30•9� ,�; ,- ' �- ,, ,� � ��� 0'
RETAINING WALL WITH RAILING- 239.
CG108 C->507- �� (3 .46 ��I ��
37
2�30.60 1
P94• -
3242
BUOG
00 ,TBP ..50 2ADpIT10 To
EF2rzr.,
,I,.'�
EXISTINGsti l - ' / / ,,, / 30 �39.�0 SEE N
WETLANDS �5223.Ob\ TO n1
=""�� `231.28 ';2 `' 39.0 � .1AP�
313 3 9
4
(
5
Upstream Downstream
Upstream
U p
Structure
From
To
Slope
Pipe
Length
Invert
Invert
Pipe
Rim
Min
Min
PROJECT LIMITS/LIMITS
(upstream)
(downstream)
Dia
(From)
(To)
Material
Elevation
Depth
Cover
OF DISTURBANCE
(FtIFt)
(In)
(Ft)
(Ft)
(Ft)
(Ft)
(Ft)
(FT)
DI EX2
DI EX3
0.0109
24
73.63
232.30
231.50
CLASS III RCP
237.70
6.40
3.16
DI EX3
D124
0.0100
24
29.66
230.67
230.37
CLASS III RCP
239.26
7.76
6.33
D124
MH 22
0.0100
24
45.15
230.27
229.82
CLASS III RCP
238.00
7.63
6.38
D123
MH 22
0.0099
8
80.68
232.00
231.20
PVC
236.00
6.18
2.26
BIORETENTION
MH 22
DI 21
0.0076
30
96.63
229.32
228.61
CLASS IV RCP
239.00
7.80
0.00
1 FACILITY #1
D121
FES 20
0.0076
30
66.35
228.51
228.00
CLASS IV RCP
239.00
10.39
0.00
G108 C-512
DI36
DI35
0.0100
8
43.06
234.00
233.67
PVC
236.80
2.80
2.06
RD 9
RD 7
0.0128
6
78.00
235.00
234.00
PVC
237.90
9.29
2.32
RD 8
RD 7
0.0402
6
24.86
236.00
234.00
PVC
237.10
9.10
1.52
RD 7
D135
0.0500
6
6.50
234.00
233.68
PVC
237.80
3.80
3.22
D135
D134
0.0100
8
40.86
233.47
233.06
PVC
237.25
3.68
2.76
D134
D133
0.0100
12
43.21
230.75
230.32
PVC
238.00
4.43
4.02
RD 6
RD 5
0.0125
6
127.59
236.00
234.41
PVC
238.00
4.94
1.42
RD 6
RD 4
0.0126
6
22.48
234.41
234.12
PVC
236.76
6.43
1.76
RD 4
DI 33
0.0722
6
9.60
234.12
233.44
PVC
237.25
4.19
2.64
;RAISE EXISTING
DI 33
CB 32
0.0100
15
57.06
230.07
229.50
CLASS III RCP
236.00
2.66
4.49
COMMUNICATIONS
MANHOLE TO
CB 32
CB 31
4.0276
15
93.72
229.40
226.81
CLASS III RCP
236.06
6.66
5.12
FINAL GRADE (SEE
CB 31
FES 30
0.0268
15
46.57
224.00
222.75
CLASS III RCP
231.66
4.85
3.41
ELECTRICAL PLANS)
RD 3
FES 44
0.0190
8
21.20
236.40
236.00
PVC
239.60
16.86
2.45
t
,t
RD EX2C
RD1
0.01
12
7.54
234.28
234.20
PVC
239.60
5.32
4.16
DOWNSPOUT
RD1
0.15
6
8.47
236.00
234.70
PVC
239.60
5.30
2.92
n.,
RD 1
D143
0.02
12
10.61
234.10
233.89
PVC
238.10
3.90
2.81
RD 10
D143
D.02
6
70.61
234.60
234.39
PVC
238.10
3.40
2.91
7 t
D143
D142
0.03
12
69.93
233.79
232.04
PVC
236.80
2.10
1.82
'''
DI 42
DI41
0.01
15
53.97
230.00
229.46
CLASS III RCP
236.80
2.91
3.69
DI 41
FES 40
0.10
15
80.36
227.00
219.00
CLASS I11 RCP
236.00
3.96
5.10
1 CONCRETE ROP INLET
CG108 G513
REMOVE CURB INLET COVER
AT EXISTING INLET 3. PROVIDE
MANHOLE FRAME AND COVER
AT NEW FINISHED GRADE.
SEE ARCHITECTURAL PLANS FOR
233.96 i • o
� �, ✓ v` .�JI/,' `L ,-t ;/ 198 ,' 40 t ;/, � �� CONNECT TO EXISTING
T CONN ION
37. ROOF LEADER CLEANOUT
-3'_ 238.00 FOR BUILDING *3-3242
-.,�, 1 1. ,., i ; L -7 8.00
2 OR SEWER CLEANOUT, 23 " �> ��'''-, c,! '
365 " `',w 2 STORM SEWER CLEANOUT
OR CONNE ION OF ROOF t a' f r Ft ;I CG108 C-512
108 C-512 ; \ DRAINAGE - SEE PLUMBING ' 1 LI ` [�� + n \ v f I `
J '� ,t CVI ', C�rtf'-' f?l- •(/i ivti'.� If✓.;� .H a\fig-) ,
PLANS FOR CONTINUATION c C !
PLUMBING INVERT 237.50 0'
.., 1 8. 7 , - C. ; F, 'I �i' ! ;ltL; 1 N DROP INLET
5 F i A ^ ti S TIONra$;' / / _ ;` 00.` r (II 13
/ 1 1 I s 35. 0 3 0 rr-o/, dQ , 1 .5.1 G108 C-5
CG108 C-51�L , V, P 1; D" 2
I 1 0 11 t' �\. SrI,N( STORM SEWER CLEANOUT
1 It 'OWN T DROP INL T _ `,�,�� l �� er r-� � i ��I �� 236.80 t �11'G.#t5�,1�/A CG108 --512
x (TYP. 2) / J� ,; 1, p9,cv LP 'CJ I J t '
CG108 C-513 -
`, 9 w\11 238.00 _ �` I:.t
1 IORETENTION FACILITY *2 �% 11 36 1 ,: \ ��� i Q W - ' u r/ , I 1 CONCRETE DROP INLET
b0
x 5. 37.65 - (TYP.3)
67 '" � � ' I CG108 C-513
CG108 C-512 ._ , , + ; ,11
3 9 __� �i, �' 38 v ' _�.K' �I , -:
5 2
4 1' WIDE STONE ALONG 2 1 0 1A :!
CG108C-5�2PAV�MENT EDGE T P) \ f _ '
h ✓'Er' ,,, i 42.0 BIORETENTION FACILITY #3
r o ��
" ~. LP I .0
\) , \ _ l �l , '�\ , J, '� L , 237 l c 1 ❑ L i_/ �� �' \
2 _ C -12
STORM SEWER CLEANOUT l 1 L 00 / 23810 `� "` ; G108 C 5
,235.33 238.
CG108C-512 \ ;�� ! ,' ,' ��1
CONCRETE FLUME
FOR DOWNSPOUT CONNECTION ;l(�� CG108C-505 (TYP.2)
(TYP)' k, 5
i _max
2 STORM SEWER CLEANOUT
CG108 C-512
�. (- Y5
,. 4) �� , ' ® Y�'
I
3- 0 38.25 23 .4Z l' 24 .6/
CONCRETER P INL T 2 .0 3 5 p v, 34.9 00 39 95 ., ' 0
nc� .
CG108 C-513
X 234.E ^y 123 5
40
351 34.0
F R SE TI 70 38. 40.35
CG108 C-512 ;, . I 37.00 37 . 19 / 1
241 4
ONCR T OP N THROAT,
CG108 C-512 CATCH BASIN , '' l ` ' 5 CURB TRANSITION a � 1 �
g
a{: -A - - r / % I BETWEEN NORMAL CURB �d'+ �R, �,','; `,'I, 1; t'
x ) / & PITCHED CURB
PROJECT LIMITS/LIMITS ,, r I •`� � I GUTTER, (TYP)
OF DISTURBANCE
BIORETENTION 1
q ' 1.65 FACILITY #4
N _ CG108 1 t
C-5 2 t
R P N THROAT ��'t
CG108 C-512 CATCH BASIN
_t _
< &tfj
-
z
1�L _
-7
-\ I (� 21
SHEET NOTES:
1. ALL DROP INLETS WILL BE IN ACCORDANCE W/
NCDOT STANDARDS & SPECIFICATIONS LATEST ISSUE.
ALL DROP INLETS AND MANHOLE STRUCTURES IN PAVEMENT
OR CONCRETE AREAS SHALL BE TRAFFIC BEARING PER
NCDOT STANDARDS & SPECIFICATIONS LATEST ISSUE.
2.ALL SPOT ELEVATIONS ARE FINISHED GRADE/EDGE OF
PAVEMENT UNLESS OTHERWISE NOTED.
3.REFER TO SHEET B-101 AND PROJECT SPECIFICATIONS FOR
LIMITS AN DEPTH MATERIAL TO UNDERCUT. THE I D OF MATE L DE E SOILS
TO BE UNDERCUT ARE UNSATISFACTORY BECAUSE OF
THEIR LOOSE CONDITION. UPON REMOVAL AND PROPER
COMPACTION THE SOIL MAY BE SUITABLE BENEATH THE NEW
BUILDING PROVIDED IT MEETS ALL COMPACTION AND
MOISTURE REQUIREMENTS.
US ARMY CORPS
OF ENGINEERS
SAVANNAH
R
W
a
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0
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0
m
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0 CD
D. r
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8 a)
U
05
��
zz
m
060
z
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W
z F
z
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W o
z
W
LL a
O z
Q
Q
0
U
e
8 2' PITCHED CURB & GUTTER (TYP)
g C-505 (SEE CIVIL LEGEND)
a z
O = a
o�
30 0 30 60 90 Q
GRAPHIC SCALE 0 z z <
FOR GENERAL NOTES SEE SHEET G-005. ¢ z
0 U
ILLcoo
F
LL
111111111 tultz
SITE GRADING AND DRAINAGE PLAN \,.�o��ss�,
1 INCLUDES ADDITIVE #1 tea; aF oy, FOR
CG10 CG108 1"=30' - :Q SEAL 9�• = PERMITTING PLATE
�32177� ONLY REFERENCE
NUMBER
GIN
SHEET SH CG034
108
''� 'i-:f--'1 1•'' I I lt�r _rr �1 ' I � r11 i;, r
!. T.i 1

2 1 3
M
5
DI
M. 0
Q(
I n ^nr I I ^fill\AI nnr
ELEVATION
PLAN NCDOT #5
OR # 57
WASH STONE
CONSTRUCTION SPECIFICATIONS:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING INLET
2• DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET
APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE
CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS
AT THE TOP, MIDDLE AND BOTTOM. PLACING A 2-FOOT
FLAP OF WIRE MESH UNDER THE GRAVEL FOR ANCHORING
IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE)ON
A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE
WIRE, AND SMOOTH TO AN EVEN GRADE.
5 ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN
STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT
WITH GROUND COVER.
MAINTENANCE:
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT.
CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS
TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE
MESH DURING SEDIMENT REMOVAL. REPLACE STONE
AS NEEDED.
CG1041
CG105
HARDWARE CLOTH &
GRAVEL INLET PROTECTION
NOT TO SCALE
j° 00�°C
8u 0D/D
0000,00
0 00°C
A O° 0 A w
w Oo J
O m oo ° o O m
730 o O c
OLi
°OLLJ
o° o�OC
�O O
Oo
O O O OOo 0
o� 0),D0°
PLAN
°r1 oC
La
SEE TABLE
1 �—
d50 STONE =
NCDOT CL. STONE
(SEE TABLE)
u 0U OOoU III
Lb
° O O O° O 0° I d (SEE TABLE)
III —III —I _ _
SECTION AA
'FILTER BLANKET
NOTE: EXTEND THE
APRON UP THE
CHANNEL BANKS
TO
A
MINIMUM HEIGHT OF 1 FOOT.
STRUCTURE
dO La
W
d50
dMAX
d
TYPE
20
30'' 16'
18.25'
6"
9"
13.5"
CLASS B RIPRAP
30
15'' 10'
11.25'
4"
6"
9"
CLASS A RIPRAP
40
15" 10'
11.25'
4"
6"
9"
CLASS A RIPRAP
TEMP 40 15" 12'
13.25'
4"
6"
9"
CLASS A RIPRAP
TD
OUTLET La
W
d50
dMAX
d
TYPE
1 20'/40'
4'
10"
15"
22.5"
CLASS I RIPRAP
2 12724'
4
10"
15"
22.5"
CLASS I RIPRAP
3 12'124'
4'
10"
15"
22.5"
CLASS I RIPRAP
4 12'/24'
4'
10"
15"
22.5"
CLASS I RIPRAP
BIORETENTION
INFLOW
PRETREATMENT TYPE
La
W d50
dMAX d TYPE
BIO #2
PIPE (8")
3'
5' 10''
15"
22.5" CLASS I RIPRAP
BIO #3
CONC. FLUME
3'
5' 10''
15"
22.5" CLASS I RIPRAP
BIO #3
CONC. FLUME
3'
5' 10"
15"
22.5" CLASS I RIPRAP
NOTE: AS SITE IS BROUGHT UP TO FINISHED GRADE INCREASE LENGTH OF RIPRAP OUTLET PROTECTION
FOR TEMPORARY DIVERSION DITCHES AS SHOWN IN SECOND COLUMN OF 'LA' IN TABLE.
12" MAX
WEIR HEIG
r�r r.Tinni
TOP STRAND
NO.10 GAUGE
BOTTOM STRAND
MIN. NO. 10 GAUGE
CONSTRUCTION SPECIFICATIONS
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIP RAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE
PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL.
LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIP RAP THICKNESS.
2. THE RIP RAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS.
FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR
TEARING DURING INSTALLATION. REPAIR AND DAMAGE BY REMOVING THE RIP RAP AND PLACING ANOTHER PIECE OF FILTER
CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER IS ABOVE THE
DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
3. RIP RAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
4. THE MINIMUM THICKNESS OF THE RIP RAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER.
5. RIP RAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD 3E HARD, ANGULAR, HIGHLY WEATHER- RESISTANT
AND WELL GRADED.
6. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE RIP RAP AT THE
DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
7. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THROUGHOUT
ITS LENGTH. IF A CURVE IS NEEDED TO FIT THE SITE CONDITIONS, P-ACE IT IN THE UPPER SECTION OF THE APRON.
8. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION.
MAINTENANCE
INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO
SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
2 RIP RAP OUTLET PROTECTION
CG102 C-502 NOT TO SCALE
CG104
CG105
)TELL POST
?x4
ROUND LINE
EXTRA LAYER I
FABRIC @ SEDIMENT FENCE
OUTLET
ANCHOR FILTER FABRIC
MIN. 8" DEEP AND KEY
IT IN 4" HORIZONTALLY
EACH SIDE
COMPACTED FILL
EACH SIDE
ELEVATION
FLOW
DIRECTION
PLAN VIEW
IZ� `"' IED STONE OVER
RIP RAP FRONT SIDE/
RIP RAP ONLY BACK SIDE
oil
MAINTENANCE:
1. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
2. SEDIMENT MUST BE REMOVED WHEN HALF OF STONE OUTLET IS COVERED.
3. ANY SEDIMENT FENCING WHICH HAS BEEN UNDERMINED OR TOPPED
MUST BE REPLACED IMMEDIATELY.
I. SEDIMENT FENCE SHALL BE INSTALLED OUTSIDE TOE OF
EARTHFILL EMBANKMENTS.
2. WIRE SHALL BE A MINIMUM OF 32'' IN WIDTH AND
SHALL HAVE A MIN. OF 6 LINE WIRES WITH 12'' STAY
SPACING.
3. FILTER FABRIC SHALL BE A MINIMUM OF 36'' IN WIDTH
AND SHALL BE FASTENED SECURELY TO THE WIRE.
4. THE FILTER FABRIC SHALL MEET THE FOLLOWING
REQUIREMENTS:
A) EOS IS NOT LARGER THAN U.S. STANDARD
SIEVE NO. 70
B) GRAB STRENGTH 90-120 LB
C) CONFORM TO ASTM D-1682 OR ASTM D-177
5. STEEL POSTS SHALL BE 6'-0'' IN HEIGHT AND BE OF
SELF -FASTENER ANGLE STEEL TYPE.
US ARMY CORPS
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REFERENCE
NUMBER
C-502
SHEET 043

19
C
1 I 2 I 3
CONTINUOUS LINES
fSIDEWALK SURFACE EDGE LINE _
JYELLOW OR WHITE
F Q
DOUBLE CENTER LINE CD
R A D I U 1/2" JOINT FILLER J
TRANSVERSE EXPANSION JOINT YELLOW
VARIES SEE PLAN DIAGONAL LINE
rr I
2/ CROSS SLOPE (TYP.) YELLOW OR WHITE
/X o 0 0 0 0
COMPACTED
SUB -GRADE
3000 P.S.I. CONCRETE
NOTES:
1. SIDEWALK TOOLED JOINT (1 1/4'' DEEP) SPACING SHALL BE
5'-0" MAXIMUM, WITH AN EXPANSION JOINT BEING EVERY 20',
2. AN EXPANSION JOINT SHALL BE PLACED TO SEPARATE
THE NEW CONCRETE WALK FROM OTHER NEW OR
EXISTING CONCRETE CONSTRUCTION UNLESS NOTED
OTHERWISE.
3. GRADE TO DRAIN AWAY FROM BUILDING.
CONCRETE SIDEWALK SECTION
C-505 NOT TO SCALE
ASPHALT PARKING SURFACE
EDGE OF PAVEMENT
5„ 411
6' LONG RECYCLED PLASTIC WHEEL STOP
CENTERED ON PARKING SPACE
6"
__ _ ---- ---- FLUSH CONCRETE SIDEWALK
°T OR GRASS. SEE SITE PLAN
' o
B (2) 5/8 " DOWEL PINS 18'' LONG," 9
LOCATED PER MANUFACTURER'S
STANDARD.
2 RECYCLED PLASTIC WHEEL STOP
CS101 I C-505 NOT TO SCALE
A rn
0
R=2'-6"
FACE OF CURB
EDGE OF PAVEMENT
TYPICAL CONCRETE FLUME DETAIL
C-505 NOT TO SCALE
CURB
5 5
1011 1 1
° o
p L
41'
FLUME SECTION A -A
CG107 C-505 NOT TO SCALE
CG10
CROSSWALK
I
WHITE
IN
WHITE
STOP OR TRANSVERSE BAR
WHITE
NOTE:
REFER TO NOTES SECTION ON
PLATE CS105.
CONTINUOUS LINE MARKINGS
CS1051 C-505 NOT TO SHALL
4
5"
�°� TOP OF CURB
,, -
!� BATTER 1" IN 6''
D
D O
SLOPE VARIES.
FT. TO 1"/FT.
D D
p D D D D
D D D D Qc
D D D
D D p p
D D D D
611 11.6,E
2'- 011
10'' HIGH
A
� 51
TOP OF CURB
BATTER 1'' IN 6"
D D
`1 SLOPE VARIES.
/z"/FT. TO 1"/FT.
O D D U D p
D D D
D D D D
61 11- 611
2'-
011
NORMAL GUTTER
NOTES:
1. CURB AND GUTTER TO BE CONSTRUCTED IN 10 FOOT LENGTHS,
EXCEPT AS OTHERWISE NOTED.
2. /2'' EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT TO
EXCEED 50 FEET, AT THE ENDS AND MID -POINT OF RETURNS, AND
AT ANY POINT WHERE THE NEW CURB AND GUTTER ABUTS OTHER
CONCRETE STRUCTURES.
3 5' LONG TRANSITIONS SHALL BE PROVIDED BETWEEN NORMAL GUTTER
AND PITCHED GUTTER, UNLESS OTHERWISE NOTED ON THE PAVING
PLANS.
6 2' CURB & GUTTER
CS101 C-505 NOT TO SCALE
CS102
CONCRETE C
NOTES:
1, CONSTRUCT THE SUBGRADE TO THE ELEVATIONS SHOWN ON THE PLANS. REMOVE ALL UNSUITABLE
MATERIAL AND REPLACE THEM WITH STABLE MATERIALS. COMPACT THE SUBGRADE THOROUGHLY AND
SHAPE IT TO A SMOOTH, UNIFORM SURFACE. KEEP THE SUBGRADE MOIST AT THE TIME CONCRETE IS
POURED. ON FILL SLOPES, ENSURE THAT THE SOIL ADJACENT TO THE CHUTE FOR AT LEAST 3 FEET IS
WELL -COMPACTED.
2, PLACE CONCRETE FOR THE FLUME TO THE THICKNESS SHOWN ON THE PLANS AND FINISH IT IN A
WORKMANLIKE MANNER.
3. FORM, REINFORCE, AND POUR TOGETHER CUTOFF WALLS, ANCHOR LUGS, AND CHANNEL LININGS.
4.TAKE ADEQUATE PRECAUTIONS TO PROTECT FRESHLY POURED CONCRETE FROM EXTREME TEMPERATURES
TO ENSURE PROPER CURING.
5. PROVIDE TRANSVERSE (CONTRACTION) JOINTS TO CONTROL CRACKING AT APPROXIMATELY 20-FEET
INTERVALS. JOINTS MAY BE FORMED BY USING A 1/8-INCH THICK REMOVABLE TEMPLATE OR BY SAWING
TO A DEPTH OF AT LEAST 1 INCH.
6. IN VERY LONG FLUMES, INSTALL EXPANSION JOINTS AT INTERVALS NOT TO EXCEED 50 FEET.
7. PLACE FILTERS AND FOUNDATION DRAINS, WHEN REQUIRED, IN THE MANNER SPECIFIED, AND PROTECT THEM
FROM CONTAMINATION WHEN POURING THE CONCRETE FLUME.
8. PROPERLY STABILIZE ALL DISTURBED AREAS IMMEDIATELY AFTER CONSTRUCTION.
MAINTENANCE:
INSPECT FLUMES AFTER EACH RAINFALL UNTIL ALL AREAS ADJOINING THE FLUME ARE PERMANENTLY
STABILIZED. REPAIR ALL DAMAGE NOTED IN INSPECTIONS IMMEDIATELY. AFTER THE SLOPES ARE STABILIZED,
FLUMES NEED ONLY PERIODIC INSPECTION, AND INSPECTION AFTER MAJOR STORM EVENTS.
f9
6" HIGH
10" CURB & GUTTER TO
6" CURB & GUTTER TRANSITION
-5Z l/ / jc 3
CS1011C-505 NOT TO SCALE
CS102 �5. o
511
TOP OF CURB
51 6 2,
2� TOP OF CURB D � BATTER 1" IN 6"
BATTER 1" IN 6" D -
D D 4 Co
o
D o o SLOPE VARIES. ��,� _
D - D %2 /FT. TO 1,1/F7.��Ln
o SLOPE VARIES.
D V2 /FT. TO 1,1/FT•�N �� o
D D D =
D p D D
CLi
p 0 L D D D D D
D D D D D D D 6 1 D 611 D
D D D D D
61 1 6 2' - 011
21-p11 6" HIGH PITCHED GUTTER
10" HIGH PITCHED GUTTER NOTE: REFER TO NOTES SECTION
ON 2' CURB AND GUTTER DE`RWm////
THIS SHEET. h`a�oQ� 8�,��.,�i FOR
a; o y'•9 PERMITTING
g 2' PITCHED CURB & GUTTER = 'q SEAL f' ONLY
32177
CG10 C-505 NOT TO SCALE
CG10
r S607F- a011
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REFERENCE
NUMBER
C-505
_SHEET 046

u
2
3 I 4
C
n
`__E SHEET CG107 AND CG108 FOR FINAL GRADES
i7 STONE
OMPACTED IN PLACE AND PROOF -ROLLED)
OTEXTILE - FABRIC MIRAFI 50OX OR EQUIVALENT
MPACTED SUBGRADE
SPEC SECTION 31 00 00, EARTHWORK
KISTING SOIL SURFACE WITHIN NEW ROAD
MITS TO BE CLEARED AND COMPACTED
=FORE PLACING SELECT FILL
%l� GRAVEL ROAD DETAIL
C-101IC-506 NOT TO SCALE
C-102 L
CS101
CS102
2" BITUMINOUS CONCRETE
SURFACE COURSE, TYPE SF9.513
2" BITUMINOUS CONCRETE
BINDER COURSE
8" AGGREGATE BASE COURSE
COMPACTED SUBGRADE
95/ MODIFIED PROCTOR
FULL DEPTH ASPHALT PAVEMENT SECTION
C-506 NU I 10 SCALE
SEE NEW GRADING
PLAN-CG107 & CG108
r Y� p Xo �X —
D
WIDTH VARIES
6" THICK 650 PSI
FLEXURAL CONCRETE
6 X 6 - W2.9 X W2.9 WWF
4" AGGREGATE BASE
COMPACTED SUBGRADE
CONCRETE PAVEMENT SECTION
C-506 NOT TO SCALE
1/4" X "X" ()K ) DEEP
TOOLED OR
SAWCUT
JOINT
x -X DENOTES 1/4 X DEPTH OF SLAB
CONCRETE PAVEMENT
5 CONTRACTION JOINT
CS103 C-506 N O T TO S C AL E
CS104
R. TOOLED ED
LEVEL & CLEAR AREA
NOT TO EXCEED 2/
5.0' MIN. IN ANY DIRECTION
(SEE SITE PL ) VARIES
D ;12 SLOP •o .• 1,LOP000�
MR°°°°°° MAXRAMPX 000O0
O O O O O
'
0
D• D• D D° Dp D• D D D e D. D• D. D
LIP OF CURB
DEPRESSED CURB DETECTABLE/TACTILE WARNING SURFACE TILE,
1/2" EXPANSION JOI 24" X 60'' (FULL WIDTH OF FLUSH AREA ADJACENT TO
VEHICLE WAY)
SECTION B-B
LEVEL & CLEAR AREA
TYPICAL SCORED JT. TO EXCEED 2X
LOCATION VARIES IN ANY DIRECTION
5.0' MIN.
VARIES (SEE SITE PLZNOT
VARIES
1:12 SLOPE MAX. Q 1-12 SLOPE MAX. D D
QF : � AMP°RAMP
Q�
,J � D D D D D • r
O J D• D G9,��.D • D• D D• D O
�" `Pr De D� Do•De•DD 00.0000 °00000 °••°• •°••°•�� ��� N\ O O O O O O
O O O O O O p
D c D •' D• D D D D D D D D D D D D D
LIP OF CURB
DEPRESSED CURB DETECTABLE/TACTILE WARNING SURFACE TILE,
1/2" EXPANSION JOINT 24" X 60'' (FULL WIDTH OF FLUSH AREA ADJACENT TO
VEHICLE WAY)
SECTION A -A
JOINT SEALANT
NOTES
1. BROOM FINISH CONCRETE WALKING SURFACE TO PROVIDE SLIP RESISTANCE.
2. NORTH CAROLINA GENERAL STATUTE 13644.14 REQUIRES THAT ALL STREET
CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE
PRECEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES
OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1,1973 SHALL
PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL
INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE
PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW.
IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT
REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION AFTER
JULY 1, 1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED
FOR A FUTURE DATE.
THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS
WITH DISABILITIES, COMPREHENSIVE CIVIL RIGHTS PROTECTIONS SIMILAR TO
THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN
AND RELIGION UNDER THE CIVIL RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE
BEEN DESIGNED TO COMPLY WITH TI-E CURRENT ADA STANDARDS.
,< L 1 C L 1< C l
1
—x <xX� �(—
GROOVE MAY BE
FORMED OR SAWED
/ J 61 PREFORMED EXPANSION X -- X—
JUINT MATERIAL OR BOND �
BREAKER WHEN DOWEL IS USED
t
PROVIDE SMOOTH DOWEL PER DETAIL 7 F
THIS SHEET WHEN EXPANSION JOINT IS WITHIN
PARKING OR DRIVE AISLES (I.E. NOT ADJACENT EITHER ONE PIECE
TO CURB OR BUILDING) OR THREADED SPLIT -TYPE
DOWEL MAY BE USED
EXPANSION JOINT REQUIRED BETWEEN
ADJOINING RIGID FEATURES (I.E. CURBING
TO CONCRETE PAVEMENT SLAB)
6 1 PAVEMENT EXPANSION JOINT
03 TC-506
vI
N
x,S< A cTH
'V
0'OF Ty
SOMETRIC VIEW -
9
3. PROVIDE HANDICAP RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS
DIRECTED BY THE CONTRACTING OFFICER. LOCATE HANDICAP RAMPS AS DIRECTED BY
ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC.
AFFECT PLACEMENT.
4. DO NOT EXCEED 0.08 (12:1) MAX. SLOPE ON THE HANDICAP RAMP IN RELATIONSHIP
TO THE GRADE OF THE STREET.
5. CONSTRUCT HANDICAP RAMPS 60", MINIMUM WIDTH.
6. USE 3000 PSI CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A
ROUGH NON-SKID TYPE SURFACE.
7. PLACE A /2" EXPANSION JOINT WHERE THE CONCRETE HANDICAP RAMP
JOINTS THE CURB.
8. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF
THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) PUBLISHED BY
THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT
TO THE MUTCD.
HANDICAP RAMP DETAILS
NOT TO SCALE
PAINT AND OIL ONE
END OF DOWEL
3/4'' DIA. SMOOTH DOWEL
X 20" LONG CENTERED
ON JOINT. SPACE AT 16''
ON CENTER.
NOTE: IF A PAVING LANE IS DISCONTINUED, A DOWELED CONSTRUCTION
JOINT SHALL BE USED AT THAT TRANSVERSE JOINT.
CONCRETE PAVEMENT
7 CONSTRUCTION JOINT
13S103 1 C-506 NO I 10 SCALE
CS104
CS101
CS102
2" MINIMUM BITUMINOUS CONCRETE
SURFACE COURSE, TYPE SF9.5B
MILL APPROXIMATELY 2"
EXISTING ASPHALT AS
REQUIRED TO PROVIDE A
MINIMUM OF 2" BITUMINOUS
CONCRETE OVERLAY
OVERLAY PAVEMENT SECTION
NOT TO SCALE
c 5z c a17 9/is zni�
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REFERENCE
NUMBER
C-506
`SHEET 047

I 2 1 3
5
VARIES
SEE TABLE FOI
SURFACE AREA)
12" PONDING EXIST./
DEPTH PROPOSED
3-5'GRASS GRADE
1' WIDE #57 1 a
STONE FOR
III
_
BIORETENTION III I 1 L
—III—
SEE DETAILL4 .MAX.' OVERFLOW
THIS SHEET I I I I SEE TABLE (__ STRUCTURE (SEE
4'' WASHED CG107 AND CG108
(—III
SAND FOR INVERT AND
FILTER FABRICI-
-_ RIM INFORMATION)
I
- I I I=1 1=III=1=III III —III I I=I I I=_ I I
8" #57 STONE j—I I I I I I I I I I I I I— 11—IT-11 —11 I III III I I I-
2' MIN, FILL SOIL MEDIA
EX. SUBGRADE
- - - - - -- MIX:85-88/ SAND
- ------ SHWT- -
6" PERFORATED PVC 8-12/ FINES
UNDERDRAIN. SEE C-513 3-5/ ORGANIC
FOR LOCATIONS. MIN DEPTH: TREES/SHRUBS = 3F
GRASS=2FT
SEE LANDSCAPE PLAN FOR BIORETENTION
PLANTINGS INCLUDING GRASS, SHRUBS, AND TREES.
NOTE: BASED ON OBSERVATION FROM THE GEOTECHNICAL
ENGINEER, THE SEASONAL HIGH GROUNDWATER TABLE
(SHWT) WAS ENCOUNTERED AT ELEV=230.00
C
NOTES:
1. SOIL PROFILE IN THE BIORETENTION AREAS
SHALL BE A HOMOGENEOUS SOIL MIX OF
85-88/ BY VOLUME OF SAND (USDA SOIL
TEXTURAL CLASSIFICATION), 8-12/ FINES. (SILT
& CLAY) AND 3-5/ ORGANIC MATERIAL (SUCH
AS PEAT MOSS). THE PHOSPHORUS CONTENT
OF THE SOIL MIX SHOULD BE LOW. THE
PHOPHORUS INDEX (P-INDEX) FOR TEH MEDIA
3 SHOULD ALWAYS RANGE BETWEEN 10 AND 0.
THE SOIL MEDIA DEPTH WILL BE AS SHOWN.
2. CONTRACTOR SHALL VERIFY THE COMPOSITION
OF THE EXISTING SOIL AND COORDINATE WITH
THE GEOTECHNICAL ENGINEER TO ENSURE SOIL
MEDIA SPECIFICATION IS MET. THE
BIORETENTION SOIL MEDIA SHALL BE SENT TO
BE ANALYZED FOR VERIFICATION THAT SOIL
MEDIA SPECIFICATION IS MET.
3. REFER TO SHEET C-502 FOR PRETREATMENT
RIPRAP FOR BIORETENTIONS #2, #3, AND #4.
BIO
RETENTION
SURFACE
AREA
TOP OF
PONDING
TOP OF
MEDIA
BOTTOM OF
SOIL MIXTURE
BOTTOM OF
STONE
CLEARANCE
TO SHWT
1
606
239
238
234
233
3'
2
615
236
235
233
232
2'
3
734
238
237
233
232
2'
4x
193
236
235
233
232
2'
x BIORETENTION 4 IS PART OF ADDITIVE #1
1 BIORETENTION —
E810s C-512 NOT TO SCALE
CONCRETE PAD, 2'-0"=
x 6" THICK W/ 2 - IRON BODY FERRULE W/
#3 HOOPS (TYP) BRASS SCREW PLUG
1" @ FIN GRADE, SLOPE CONC. 1/2"
FLUSH La CON FF
REFER TO GRADING--::::,,.� PLUG
PLAN FOR SIZE
AND LOCATION
NOTE: FOR CLEANOUTS IN BIORETENTION AREAS, CONCRETE
PAD IS NOT TO BE INSTALLED AND PROVIDE TOP OF
CLEANOUT 6 INCHES ABOVE TOP OF MEDIA ELEVATION.
2 STORM CLEAN OUT
CG107 C-512 NOT TO SCALE
An.
SPIGOT END ON INLET END SECTIONS
HUB END ON OUTLET END SECTIONS
A
PLAN \ -
— BAR OR STEEL FABRIC
REINFORCING
C B
D
SECTION A -A
�A
#57 STONE
(1" MIN. DEPTH)
GRASS
4
C-512
EDGE OF PAVEMENT
6' nn ASPHALT
0 00 OR CONCRETE
So1O PAVEMENT
1' MIN GEOTEXTILE FABRIC
MIRAF150OX OR
EQUIVALENT
1 FOOT WIDE STONE
END
SECTION
DIMENSIONS
DIA
A
B
C
D
E
12"
4"
2'-0"
2'-0"
4'-0"
2'-0"
15"
6"
2'_3"
1'-9"
4'-0"
21_6"
18"
9"
2'_
3"
1'-9"
4'-0"
3'-0"
24''
9
1/2"
3'_7"
2'_6''
6'-1"
4'-0"
30"
1'-0"
4'-6"
1'-7
3/4''
6'-1
3/4"
5'-0"
36"
1'-3"
5'-3"
2'-10
3/4"
8'-1
3/4"
6'-0"
42'$
1'-9"
5'-3"
2'-11"
8'-2"
6'-6"
48"
2'-0"
6'-0"
21_2"
8'-2"
7'_0"
54"
2'-3"
5'-5"
2'-9
1/4"
8'-2
1/4"
60"
2'-11"
1 5'-0"
FRONT ELEVATION
5 1 FLARED END SECTION DETAIL
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NOTES: USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASIN$ OVER S'-S" IN DEPTH WITH STEPS 12"
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ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUT, 2" KEYWAY, OR #4 BAN DOWELS AT
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AS SHOWN ON STD. NO. 840.00.
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TOP ELEVATION
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WIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H)
Lu
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DIN'S OF BOX 8 PIPE
REINFORCING
trop I, GOT. SLAB
DIMENSIONS
CU. YD6. OONG.
IN BOX
TOTAL OUNWITIES
BOX S SLABS
DETION
ONE PIPE
OEE ONE
6" 7HIH)AT
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SPAN
WIDTH
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BARS - X
BARS • Y
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LENGTH
NO
LENGTH
NO.ILENGTHj
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2'-3"
1'-10"
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4'•3"
4'-6"
3'-3"
0.181
0.271
0.250
27
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0.032
0.046
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1 4'-S"
1 3'-3"
1 0. 181
1 0.271
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0.038
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90" 4'-0" I 3'-8" 19'-A" 15 4'-3" 1 9 4'-8" 1 2 1 4' 8" I 5`-0" 1 4'-6" 1 0.278I 0-4171 0.915 49 1.916 10.092 l0.1277 D.O6S
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#3 BARS "X"1.
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SECTION V-V
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EQUALLY SPACE
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SECTION W-W
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88 3.298 0.236
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AND ALLOW HANDLE TO MOVE VERTICALLY.
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PART SECTION
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PLATE
REFERENCE
NUMBER
C-512
SHEET 053

1 I 2
3
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PLAN ANCHORS PIGGYBACK - r) PLAN
WITH ORATE & FRAME REMOVED SHOWING POSITION OF BOLTS
4'-0„
3,I 3n
/ STD. 640.18 FRAME
/ & GRATE
8" A 8"
m
SEE NOTE �� SECTION X_X \ DOWEL
DIMENSIONS AND QUANTITIES FOR DROP INLET
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
IN BOX
,orx
cwan
DEDUCTIONS FOR
ONE PIPE
SPAN
WIDTH
HEIGHT
FLOOR &
WALL /
CU. YOS.
A
B
H
COPING
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MIN. H
C.M.
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2' 0"
2'-B"
0.262
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0.059
0.085
3'-0"
2'-O"
4'-3"
0.262
0.222
1.207
0.092
0.127
GENERAL NOTE$:
CLASS "B" CONCRETE TO BE USED THROUGHOUT
}
OPTIONAL CONSTRUCTION - MON N
MONOLITHIC POUR, 2 KEYWAY, OR
Q Q
#4 BAR DOWELS AT 12" CENTER, AS DIRECTED BY ENGINEER.o
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TWO 2" PIPE WEEP HOLES TO BE PLACED AS DIRECTED BY THE ENGINEER.
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FORMS ARE TO BE UBED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
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IF REINFORCED CONCRETE PIPE IS SET IN BASE 8LAB OF 80X,
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ADD TO BASE AS SHOWN ON STANDARD 040.00.
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A STONE DRAIN CONSISTING OF 1 CUBIC FOOT OF NO, 78M STONE
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CHANNELS
NO.1
SIZE
I LENGTH ITOTAL
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2'-6"
1
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PLATE
REFERENCE
NUMBER
C-513
`SHEET 054
-
-

1 I 2 3
GENERAL BIORETENTION PLANTING NOTES: ?•.
ALL BIORETENTION PLANT MATERIAL SHALL CONFORM
� I
TO THE STANDARDS OF THE CURRENT EDITION OF n`
AMERICAN STANDARD FOR NURSERY STOCK AS
APPROVED BY THE AMERICAN STANDARDS INSTITUTE,
INC. ALL PLANT GRADES SHALL BE THOSE J`
ESTABLISHED BY THE CURRENT EDITION OF ��- N ♦ 9v. W ♦ W W y ♦ �I ♦ .
AMERICAN STANDARDS FOR NURSERY STOCK. W -� x w ♦ ♦ ♦ ♦ ,'�
ALL PLANT MATERIALS SHALL HAVE NORMAL, ♦(♦) S2"WWWWW W
WELL -DEVELOPED BRANCHES AND VIGOROUS ROOT " "' Wo W. W W W W W W♦ W i
D.:
SYSTEMS, AND SHALL BE FREE FROM PHYSICAL �" '� (50)
W W,`�: W W W W ♦ ♦ W
DEFECTS, PLANT DISEASES, AND INSECT PESTS. r RS
ALL PLANT MATERIALS SHALL BE TAGGED FOR 4TW W ` ♦ ♦ . W ♦ ♦ ♦ W 1 ♦ W W
IDENTIFICATION WHEN DELIVERED. %, W- W WW W♦ ♦ W WW WW W WW W W W W W♦ W WW ♦ W` *BIORETENTION
3IORETENPION p1CAWCii3L)1T` Y1♦ W WW taBFt WAI©C4ETEN
TREES PLANTED FOR AND WITHIN THE BIORETENTION WWWW W . W WW W W W W
AREAS SHALL BE PLANTED WITH THE TOP OF THE
1 ` W W W W W W W� ♦ 1 !'
ROOT BALL APPROXIMATELY 1/2 ABOVE THE SOIL WWWWW . ♦WWW ♦WWW ♦ W LC 70)
•v 'S; W W W W W '1 SOIy
MEDIA. SOIL SHALL BE SLOPED UP TO THE TOP OF WWWWW Wyk W S EDI (1) PIPA'•.
THE ROOT BALL ALL AROUND, AND MULCH PLACED TO Y W W W ♦ ' W ♦ 1 !
THE SPECIFIED DEPTH OVER ALL SOIL. DO NOT PLACE W W W
MULCH AGAINST THE TREE OR SHRUB TRUNKS. WWWWWW W
W W W W T W
TREE DISTURBANCE AREA: APPROX. 5,900 SF, NOT "';; W y • W W ♦ ♦ SOD 0
KNOWN TO BE INSIDE A MANAGED FOREST PARTITION
REPLACEMENT TREES TO BE PLANTED AT ANOTHER W W ♦ W _ : , tf.
LOCATION (TBD). _ — —_ — —
•t*
SOD SHALL BE PLACED IN BIORETENTION BASINS IN
ALL AREAS NOT PART OF PLANTING BEDS. SOD SHALL
NOT BE GROWN IN SOIL WITH AN IMPERMEABLE (CLAY) W ♦ \ \\\ r
LAYER IF USED IN INFILTRATION STRUCTURES.
W W SEED \\
SOD
C'� W W W W W —-- ,
`W W SOD \
ALL TREE AND SH
RUB SAUCERS SHALL BE SOA
KED WITH
W W W W W
ER AND MULCHED WATER
WITH PINE STRAW OR
OTHER
W W W W W
APPROVED MULCH
IMME
DIATELY AFTER PLANT
ING.
♦WW -
PRUNING - ONLY PRUNE DAMAGED OR UNHEALTHY BRANCHES SEED
AND FOLIAGE, RETAINING NORMAL PLANT SHAPE. NEVER CUT ` W W W W W ♦ `WWW
LEADER OF EVERGREEN PLANTS. ♦ W ' ♦ ' W ` W ♦ W W
W t W W W
ALL NON-BIORETENTION PLANTS SHALL BEAR THE SAME ♦ ♦ W
W W W W ♦ W
RELATIONSHIP TO FINISHED GRADE AFTER PLANTING AS THEY
W W W W r Yy:
BORE TO PREVIOUS EXISTING GRADE. ANY PLANT MATERIALS
DELIVERED TO SITE SHOWING EVIDENCE OF DEEP PLANTING
AT NURSERY EITHER FIELD -GROWN OR CONTAINER -GROWN W W WWW ♦ . W W
SOD
SOD
ME
4 I 5
PLANT SCHEDULE BIORETENTION FACILITY 1
EVERGREEN TREES
QTY
COMMON NAME
BOTANICAL NAME
CONT
PIPA
1
Longleaf Pine
Pinus palustris
B & B
SHRUBS
QTY
COMMON NAME
BOTANICAL NAME
CONT
CA
2
Summersweet Clethra
Clethra alnifolia
5 gal
MC
3
Pink Mubly
Muhlenbergia capfads
3 gal
GROUND COVERS
QTY
COMMON NAME
BOTANICAL NAME
CONT
i
70
Cardinal Flower
Lobelia cardmalis
flat @ 18" oc
-w
Susan
Rudbeckia fidgida
flat @ 20" oc
50
Showy Black -Eyed
speciosa
ty
1
26
Sweet Black-eyed Susan
Rudbeckia subtomentosa
flat @ 24" oc
1�
v
SOD !
V
!`
! SOD
(1) P
MC (3)
(3) CA
` w
1
- SOD
- , SOD ; --- (4)
WILL BE REJECTED, AS WILL ANY PLANTS SHOWING DAMAGED W ♦WWW ♦WWW _
1 �I
BARK, SPLIT BRANCHES, OR OTHER UNHEALTHY CONDITIONS. ♦ ♦ W W �i - _ ---
W ♦ W W W � _
TREE WRAP MAY BE USED FOR PROTECTION DURING DIGGING WWWWW W W �-
A AND TRANSPORT, BUT SHALL BE REMOVED FOR INSPECTION ♦ " ♦ ` ♦ ` W SITE LANDSCAPE PLAN - EXCLUDES ADDITIVE #1
AFTER PLANTING. ♦ ♦ W W
W W W LP101 LP101 1 "=30'
ALL ROOT BALLS REMOVED FROM CANS OR BOXES SHALL BE
w SCARIFIED PRIOR TO BACKFILLING. ♦ W W
M W W W W W W W W W
CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ♦ W W W
.. UNDERGROUND UTILITIES PRIOR TO COMMENCING ANY W W W W W W W W
F DIGGING OPERATIONS. WWWWWW W
AREAS SHOWN AS SEED MAY BE HYDROSEEDED. REFER TO W ♦ W W ♦ W W W W W
SPECIFICATIONS. W ♦ ♦ ♦ W ` ♦ %'
SOD
I
1�
PLANT SCHEDULE BIORETENTION FACILITY 2
Sod only - area included in total below
PLANT SCHEDULE BIORETENTION FACILITY 3
EVERGREEN TREES
QTY
COMMON NAME
P1PA
1
Longleaf Pine
SHRUBS
QTY
COMMON NAME
CA
3
Summersweet Clethra
MC
3
Pink Mubly
GROUND COVERS
QTY
COMMON NAME
M38
Cardinal Flower
BOTANICAL NAME
CONT
Pinus palushis
B & B
BOTANICAL NAME
CONT
Cledva alr folia
5 gal
Muhlenbergia capillaxis 3 gal
BOTANICAL NAME CONT
Lobelia cardi alis flat @ 18" oc
35 Showy Black -Eyed Susan Rudbeckia fulgida speciosa flat @ 20" oc
51 Sweet Black-eyed Susan Rudbeckia subtomentosa flat @ 24" oc
CAL SIZE
1.5"Cal 10-12' H
CAL SIZE
1.5"Cal 10-12' H
PLANT SCHEDULE SOUTH PARKING LOT
TREES QTY COMMON NAME BOTANICAL NAME CONT CAL
TT2 4 Darlington Oak Quercus laurifolia'Darlingtonia' B & B 2"Cal
SOD QTY COMMON NAME BOTANICAL NAME CONT
^" = 2,553 sf Bermuda Grass Cynodon da n'Tif 419' sod
'tom--.+.- �.`'`i �. q't ,..I� •Y.
\� PLANT SCHEDULE SOD INSIDE CURB [AROUND BLDGS.]
SOD QTY COMMON NAME BOTANICAL NAME
1
- 47,612 sf Bermuda Grass Cynodon da n Tif 419 sod
i
t'
PLANT SCHEDULE SEED OUTSIDE CURB [REAR & NORM
SEED QTY COMMON NAME BOTANICAL NAME
4 / W W ♦
`., i " W ♦ W 31,723 sf Bermuda Grass 'Yukon' Cynodon dactylon'Yukon' hydmseed ' -
W W
I SavG(lQ`�� 912C1Zo11
1
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♦4^ SEAL
32177
FOR
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OF ENGINEERS
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PLATE
REFERENCE
NUMBER
LP101
SHEET 59
{ � I

1 I 2 3
GENERAL BIORETENTION PLANTING NOTES:
ALL BIORETENTION PLANT MATERIAL SHALL CONFORM i 1
/
TO THE STANDARDS OF THE CURRENT EDITION OF
AMERICAN STANDARD FOR NURSERY STOCK AS
APPROVED BY THE AMERICAN STANDARDS INSTITUTE,
INC. ALL PLANT GRADES SHALL BE THOSE 1 1
ESTABLISHED BY THE CURRENT EDITION OF
AMERICAN STANDARDS FOR NURSERY STOCK.
( 2 Y 1` YYYY i
ALL PLANT MATERIALS SHALL HAVE NORMAL, WZ, .W W Y W IW Wi W W Y w SI
WELL -DEVELOPED BRANCHES AND VIGOROUS ROOT D
> Y - '
SYSTEMS, AND SHALL BE FREE FROM PHYSICAL<- RS (50)
DEFECTS, PLANT DISEASES, AND INSECT PESTS. MC(3)
Y W W W
ALL PLANT MATERIALS SHALL BE TAGGED FOR ,r
IDENTIFICATION WHEN DELIVERED. Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y W Y WY W $ o ff A'
BIORETENTION FA(:ILITY�1W Y IW O � E W
W W W Y W W W Y W Y W W Y }81© ETENT
W W W Y Y Y W Y Y Y Y Y W Y Y Y Y Y Y W W Y W W W W W W W W W W Y W W Y W W W Y 4FAC 61TY t
TREES PLANTED FOR AND WITHIN THE BIORETENTION W Y Y Y Y W Y Y Y W W Y Y Y Y
Y IYY j l
AREAS SHALL BE PLANTED WITH THE TOP OF THE Y W Y� W W W Y Y Y Y Y W W W W W W Y Y Y W Y
Y Y Y Y Y Y
ROOT BALL APPROXIMATELY 1/2 ABOVE THE SOIL W W W Y W Y S( 0)
MEDIA. SOIL SHALL BE SLOPED UP TO THE TOP OF C( 0) (1)P0A '{ SOD! 1
THE ROOT BALL ALL AROUND, AND MULCH PLACED TO r'., Y Y YYYY W S ED
THE SPECIFIED DEPTH OVER ALL SOIL. DO NOT PLACE W Y
MULCH AGAINST THE TREE OR SHRUB TRUNKS. 1 YYYY Y Y Y.
W W W W W SOD
TREE DISTURBANCE AREA: APPROX. 5,900 SF, NOT W W W W 0
KNOWN TO BE INSIDE A MANAGED FOREST PARTITION.
REPLACEMENT TREES TO BE PLANTED AT ANOTHER Y
LOCATION (TBD).-
5%
W W ``< `}.���e^ems � �.• -'Y� -
Rf
SOD SHALL BE PLACED IN BIORETENTION BASINS IN !W .:.= '; ; "' ` ` .,: -1;
ALL AREAS NOT PART OF PLANTING BEDS. SOD SHALL'
{
NOT BE GROWN IN SOIL WITH AN IMPERMEABLE (CLAY)
LAYER IF USED IN INFILTRATION STRUCTURES.
Y SEED
1 1. !f� W W .: Yt.. ir4'• i,�'�`y y`, V \\ n` \\ \ \ � \ 4 ,
SOD }{'' ,3 :.�•.
C
W W W Y W W
W Y W
Z, Sr ✓ 1 W W Y W W Y W W W W
( W Y W W W W W W W W W
W
/ y/ n V✓` W Y Y W f/ W
ti
W Fes`
y.
him
W W W
� r ^Y�'�k• W W W W W
1 W Y W w Y W Y W Y W
,q WW WYYWW SEED
W W Y W
W Y W W Y
W W W W W Y W
GENERAL PLANTING NOTES: W W W W W W
W W W W W W
W W W W W W
W W Y Y W W
ALL TREES AND SHRUBS SHALL BE FIELD LOCATED FOR W W Y W Y Y
Y Y W W W
APPROVAL PRIOR TO INSTALLATION. W W Y W W W
B "B&B" IN PLANT SCHEDULE INDICATES BALLED AND
W W Y W W W
BURLAPPED ROOT BALLS. Y Y W Y W W
W W Y W Y W
W Y W W W W
ALL TREES, SHRUBS, GROUND COVERS AND OTHER PLANTS
SHALL CONFORM TO THE STANDARDS OF THE MOST RECENT Y Y Y Y Y
EDITION OF THE 'AMERICAN STANDARD FOR NURSERY STOCK' Y Y Y W W W W W Y Y
PER THE AMERICAN ASSOCIATION OF NURSERYMEN. W Y Y Y Y W Y W Y W W
Y Y W Y W W
ALL TREE AND SHRUB SAUCERS SHALL BE SOAKED WITH Y Y W W W W W W W W
WATER AND MULCHED WITH PINE STRAW OR OTHER W W Y W W W W W Y W
APPROVED MULCH IMMEDIATELY AFTER PLANTING. Y W Y Y W W Y Y Y W Y
W W W Y
PRUNING - ONLY PRUNE DAMAGED OR UNHEALTHY BRANCHES Y Y Y W W Y W W W Y
AND FOLIAGE, RETAINING NORMAL PLANT SHAPE. NEVER CUT Y Y Y W W Y `YWYWY W
LEADER OF EVERGREEN PLANTS. W W
ALL NON-BIORETENTION PLANTS SHALL BEAR THE SAME Y Y W Y Y W W Y W Y Y
RELATIONSHIP TO FINISHED GRADE AFTER PLANTING AS THEY W Y W W W Y
W W W Y W W
BORE TO PREVIOUS EXISTING GRADE. ANY PLANT MATERIALS W Y W Y
DELIVERED TO SITE SHOWING EVIDENCE OF DEEP PLANTING W Y W W W W
AT NURSERY, EITHER FIELD -GROWN OR CONTAINER -GROWN, Y W Y W Y W W WW W
WILL BE REJECTED, AS WILL ANY PLANTS SHOWING DAMAGED W W Y W W Y
BARK, SPLIT BRANCHES, OR OTHER UNHEALTHY CONDITIONS. W Y Y Y Y
Y W W W W W
W W W W Y
TREE WRAP MAY BE USED FOR PROTECTION DURING DIGGING W W Y Y Y
A AND TRANSPORT, BUT SHALL BE REMOVED FOR INSPECTION W W W W W Y W
AFTER PLANTING. Y Y W Y Y Y W W
W W W
Y W W W Y
ALL ROOT BALLS REMOVED FROM CANS OR BOXES SHALL BE W Y W Y Y Y Y
w SCARIFIED PRIOR TO BACKFILLING. W W W
CONTRACTOR SHALL VERIFY LOCATIONS OF ALL
N UNDERGROUND UTILITIES PRIOR TO COMMENCING ANY W W Y Y Y W W Y
DIGGING OPERATIONS. W W W Y Y Y W
m AREAS SHOWN AS SEED MAY BE HYDROSEEDED. REFER TO W Y W W Y W W W Y
SPECIFICATIONS. Y
w
I
I
33' ATFP
TANDOFF I SOD
SOD -
SEED
LP1
SEED
SOD
ION FACILITY 2
33' ATFP
\\STANDOFF
SOD -�
SOD
VA Av A\
4 I 5
PLANT SCHEDULE BIORETENTION FACILITY 1
EVERGREEN TREES CITY COMMON NAME BOTANICAL NAME CONT
PIPA 1 Longleaf Pine Pinus palustris B & B
t `�1
/ SHRUBS CITY COMMON NAME BOTANICAL NAME CONT
�F CA 2 Summersweet Clethra Clethra alnifolia 5 gal
MC 3 Pink Muhly Muhlenbergia capillaris 3 gal
k
GROUND COVERS CITY COMMON NAME BOTANICAL NAME CONT
70 Cardinal Flower Lobelia cardinalis flat @ 18" oc
1
r '
t t 50 Showy Black -Eyed Susan Rudbeckia fulgida speciosa flat @ 20" oc
Jo
ill ��y
26 Sweet Black-eyed Susan Rudbeckia subtomentosa flat @ 24" oc
dr
PLANT SCHEDULE BIORETENTION FACILITY 2
y- SOD
A
t 1
t
A
1
SOD
;
SOD
�4
._y,.,:
SOD
r
r
MC(2) LC(21
x....-.,,fc.
-" - SOD
SOD TT2(4) -
CAM
(35) IRS,
(1)PIPA
-(3)CA
RS2 /�"^
O
SITE LANDSCAPE PLAN - INCLUDES ADDITIVE #1 .
01 1 "=30'
Sod only - area included in total below
PLANT SCHEDULE BIORETENTION FACILITY 3
EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT
PIPA 1 Longleaf Pine Pinus palustris B & B
SHRUBS CITY COMMON NAME BOTANICAL NAME CONT
CA 3 Summersweet Clethra Clethra alnifolia 5 gal
MC 2 Pink Muhly Muhlenbergia capillaris 3 gal
�I. GROUND COVERS QTY COMMON NAME BOTANICAL NAME CONT
39 Cardinal Flower Lobelia cardinalis flat @ 18" oc
3T ATFP 22 Showy Black -Eyed Susan Rudbeckia fulgida speciosa flat @ 20" oc
STANDOFF
35 Sweet Black-eyed Susan Rudbeckia subtomentosa flat @ 24" oc
PLANT SCHEDULE BIORETENTION FACILITY 4
{/ Sod only - area included in total below
PLANT SCHEDULE SOUTH PARKING LOT
TREES CITY COMMON NAME BOTANICAL NAME CONT CAL
TT2 4 Darlington Oak Quercus laurifolia'Darlingtonia' B & B 2"Cal
1
_ SOD CITY COMMON NAME BOTANICAL NAME CONT
2,553 sf Bermuda Grass Cynodon dactylon 'Tif 419' sod
h
PLANT SCHEDULE SOD INSIDE CURB [AROUND BLDGS.]
SOD
1=.
SOD
'
l
4
►N
ii'i is
Iy
i�
411
O
t
CAL SIZE
1.5"Cal 10-12- H
CAL SIZE
1.5"Cal 10-12' H
SOD CITY
COMMON NAME
BOTANICAL NAME
34,528 sf
Bermuda Grass
Cynodon dactylon 'Tif 419' sod
PLANT SCHEDULE
SEED OUTSIDE
CURB [REAR & NORTH]
r..
SEED CITY COMMON NAME BOTANICAL NAME
W Y W Y W W 31,723 sf Bermuda Grass 'Yukon' Cynodon dactylon'Yukon' hydroseed
W W W
Y W Si.J� / r o g o3 `P�Ze�2ai/
91&12c
.. 0
EAL
32177 -
0/rS FOR
PERMITTING
30 0 30 60 90 ONLY
GRAPHIC SCALE
US ARMY CORPS
OF ENGINEERS
SAVANNAH
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PLATE
REFERENCE
NUMBER
LP102
SHEET 60

1
2
3
fv
19
C
0
00
O O
oOg o0
° °p ° �° o DO NOT TRIM BRANCHES AT INSTALLATION; TRIM AS
O o
p' o o o o° o REQUIRED DURING MAINTENANCE PERIOD
fop ° o
o
^ ATTACH "ARBORTAPE" TO TRUNK AND SUPPORT STAKES PER
MANUFACTURER'S RECOMMENDATIONS
WRAP TRUNKS GREATER THAN 2" CAL. WITH BURLAP OR
WRAP TAPE DURING TRANSPORT, WRAPPING FROM
BOTTOM UP, ENDING AT 2ND BRANCH. TIE SECURELY AT
TOP, BOTTOM, & 2' INTERVALS. REMOVE FOR INSPECTION
AFTER INSTALLATION.
ATTACH "ARBORTAPE" TO SUPPORT STAKES IN UNDISTURBED SOIL
PER MANUFACTURER'S RECOMMENDATIONS
TOP OF ROOT BALL 1/3 ABOVE FINISHED GRADE AS
SHOWN - REMOVE BURLAP AND TWINE FROM TOP 1/3
OF ROOT BALL.
3" SHREDDED HARDWOOD MULCH, OR AS SPECIFIED ON
PLANS; DO NOT PLACE IN CONTACT WITH TRUNK
4" EARTH SAUCER
FINISHED GRADE: SURFACE TREATMENT VARIES
EXISTING SOIL; VERIFY SUITABLE COMPACTION, CHARACTER
BACKFILL WITH PLANTING MIXTURE OR AMENDED SOIL
EXCAVATED TREE PIT - 3 TIMES ROOT BALL DIAMETER IN HIGHLY
COMPACTED OR CLAY SOILS; MIN. 2 TIMES ROOT BALL DIAMETER
IN ALL OTHERS. USE REQUIRED PLANTING MEDIA FOR
BIORETENTION FACILITIES.
TOP OF BACKFILL FOR BIORETENTION FACILITIES
DRAINAGE AS REQUIRED BY SITE AND SOIL CONDITIONS
DELETE DRAINAGE FOR BIORETENTION FACILITIES
NOTES:
1, VERIFY NEED/LOCATION OF BELOW -GRADE DRAINAGE WITH CONTRACTING OFFICER OR LANDSCAPE ARCHITECT
BEFORE PLANTING. DELETE FOR BIORETENTION FACILITIES.
2. TO USE ON -SITE SOIL, PERFORM SOIL TEST AND INCORPORATE AMENDMENTS, ADDING AGRIFORM FERTILIZER
TABLETS OR EQUAL AT MANUFACTURER'S RECOMMENDED RATE; OR
3. TO USE PLANTING MIXTURE, PROVIDE TWO PARTS APPROVED OFF -SITE TOPSOIL, TWO PARTS EXISTING SUITABLE
SOIL AND ONE PART SCREENED PINE BARK, THOROUGHLY MIXED.
4. STAKE TREES WHEN NEEDED FOR STABILITY OR DIRECTED BY CONTRACTING OFFICER OR LANDSCAPE ARCHITECT.
ALTERNATE GUYING (NOT SHOWN): (2) T-BARS 1.5'x1.5"x96" LONG OPPOSITE SIDES OF TRUNK. STAKE TREES IN
BIORETENTION FACILITIES FOR ONE YEAR.
5. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKES.
6. REMOVE TREE GUYING AND STAKES ONE YEAR AFTER INSTALLATION UNLESS SPECIFIED OTHERWISE.
7. WATER TWICE PER WEEK AFTER INSTALLATION OR AS NEEDED TO MAINTAIN PLANT HEALTH.
8. CONTRACTOR TO PROPERLY REGRADE, REPLACE AND/OR REPAIR ALL AREAS DISTURBED BY PLANTING.
TREE INSTALLATION DETAIL
LP501 ILP501 N.T.S.
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PLANTS MAY BE STAGGERED - VERIFY PATTERN ON PLAN
PLANT ROOT BALL 1/3 ABOVE FINISHED GRADE AS
SHOWN
SCARIFY AND BUTTERFLY ROOTS OF ANY ROOT -
BOUND CONTAINER MATERIAL BEFORE PLANTING. IF
BALLED AND BURLAPPED REMOVE BURLAP AND
TWINE FROM TOP 1/3 OF ROOT BALL.
2" EARTH SAUCER
3" SHREDDED HARDWOOD MULCH, OR AS SPECIFIED
FINISHED GRADE; SURFACE TREATMENT VARIES
EXISTING SOIL; VERIFY SUITABLE COMPACTION, CHARACTER
BACKFILL WITH PLANTING MIXTURE OR AMENDED
SOIL EXCAVATED PIT - MINIMUM 8" WIDER THAN ROOT
BALL ON ALL SIDES; SLOPE AND SCARIFY SIDE
SLOPES. USE REQUIRED SOIL MEDIA FOR
BIORETENTION FACRMES.
TOP OF BACKFILL FOR BIORETENTION FACILITIES
DRAINAGE AS REQUIRED BY SITE AND SOIL CONDITIONS.
DELETE DRAINAGE FOR BIORETENTION FACILITIES
NOTES:
1. VERIFY NEED/LOCATION OF BELOW -GRADE DRAINAGE WITH CONTRACTING OFFICER OR LANDSCAPE ARCHITECT
BEFORE PLANTING. DELETE FOR BIORETENTION FACILITIES.
2. TO USE ON -SITE SOIL, PERFORM SOIL TEST AND INCORPORATE AMENDMENTS, ADDING AGRIFORM FERTILIZER
TABLETS OR EQUAL AT MANUFACTURER'S RECOMMENDED RATE; OR
3. TO USE PLANTING MIXTURE, PROVIDE TWO PARTS APPROVED OFF -SITE TOPSOIL, TWO PARTS EXISTING SUITABLE
SOIL AND ONE PART SCREENED PINE BARK, THOROUGHLY MIXED.
4. WATER TWICE PER WEEK AFTER INSTALLATION OR AS NEEDED TO MAINTAIN PLANT HEALTH.
5. CONTRACTOR TO PROPERLY REGRADE, REPLACE AND/OR REPAIR ALL AREAS DISTURBED BY PLANTING.
SHRUB INSTALLATION - SINGLE AND ROW
1 N.T.S.
GENERAL PLANTING NOTES:
ALL TREES AND SHRUBS SHALL BE FIELD LOCATED FOR
"B&B" IN PLANT SCHEDULE INDICATES BALLED AND BU
ALL TREES, SHRUBS, GROUND COVERS AND OTHER PL
MOST RECENT EDITION OF THE'AMERICAN STANDARD
ASSOCIATION OF NURSERYMEN.
ALL TREE AND SHRUB SAUCERS SHALL BE SOAKED WITHAN
OTHER APPROVED MULCH IMMEDIATELY AFTER PLANTING.
TO INSTALLATION.
BALLS.
CONFORM TO THE STANDARDS OF THE
;Y STOCK' PER THE AMERICAN
AND MULCHED WITH PINE STRAW OR
PRUNING - ONLY PRUNE DAMAGED OR UNHEALTHY BRANCHES AND FOLIAGE, RETAINING NORMAL PLANT
SHAPE. NEVER CUT LEADER OF EVERGREEN PLANTS.
ALL NON-BIORETENTION PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AFTER
PLANTING AS THEY BORE TO PREVIOUS EXISTING GRADE. ANY PLANT MATERIALS DELIVERED TO SITE
SHOWING EVIDENCE OF DEEP PLANTING AT NURSERY, EITHER FIELD -GROWN OR CONTAINER -GROWN,
WILL BE REJECTED, AS WILL ANY PLANTS SHOWING DAMAGED BARK, SPLIT BRANCHES, OR OTHER
UNHEALTHY CONDITIONS.
TREE WRAP MAY BE USED FOR PROTECTION DURING DIGGING AND TRANSPORT, BUT SHALL BE REMOVED
FOR INSPECTION PRIOR TO PLANTING.
ALL ROOT BALLS REMOVED FROM CANS OR BOXES SHALL BE SCARIFIED PRIOR TO BACKFILLING.
CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING ANY
DIGGING OPERATIONS.
AREAS SHOWN AS SEED MAY BE HYDROSEEDED. REFER TO SPECIFICATIONS.
REFER TO SHEETS LP101 AND LP102 FOR PLANTING PLANS AND SCHEDULES.
b/ lcF �/�iS�LeI/
1q
SEAL_
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SAVANNAH
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PLATE
REFERENCE
NUMBER
LP501
SHEET 61