SW7060806_APPROVED PLANS_20070205

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
DOC TYPE I ❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE- pw:7 OC/')
YYYYM M D D

ATLANTtC
NW
NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE PNGLE THAT CAN BE RETAINED BY VEGETATi❑ COVER,
OTHER ADEQUATE EROSION CONTROL DEVICES OR ST❑CTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE P❑''1TED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANE�1T GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
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N0. )ESCRIPTION BY DATE
Revisions
NI W
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FIRE HYDRANT
DRAWING INDEX CURB & GUTTER
CS COVER SHEET' SILT FENCE
Cl EXISTING SITE CONDITIONS AND DEMOLITION PLAN CHECK DAM (►�
C2 SITE ❑LYOUT PLAN OUTLET PROTECTION
C3 SITE GRADING ANC EROSION CONTROL PLAN
C4 BIORETENTION AREA ENLARGED VIEW & DETAILS
C5 BIORETENTION AREA LANDSCAPE PLAN
C6 DETAILS
C7 STORMWATER POND ENLARGED VIEW AND DETAILS
APPROVED
' ii OAROUNAENWRONMENT
MANAGEMEW COMMISSION
J!VISION OF WATER QUALRY
ou: 2/S 2007 21
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06047CS.DWG

NCGS STATION J 110
N = 151,456.281
E = 783,398.169
PRELIMINARY POSITION
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DEED BOOK 1636, PAGE 698.
(� AI SIP ASPHALT REMOVAL
FINAL SUBDIVISION PLAN OF
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NO- DESCRIPTION IBY DATE
Revisions
SITE DATA:
SITE AREA: 270,771 SF, 6.22 ACRES
SITE ZONING: 1-1
SITE OWNER: ATLANTIC BEVERAGE, INC.
1702 RED ROBIN LANE
NEW BERN, NC 28562
[phone]
EXISTING BUILDING GROSS TOTAL FLOOR AREA: 3,025SF (USE CODE 2.210)
(TO BE DEMOLISHED)
PROPOSED GROSS TOTAL FLOOR AREA: 19,299 SF (USE CODE 2.210)
POSTAL ENUMERATION: 1702 RED ROBIN LANE
UTILITY SERVICES: WATER - CITY OF NEW BERN (PUBLIC)
SEWER - CITY OF NEW BERN (PUBLIC)
ELECTRIC - CITY OF NEW BERN
GAS NORTH CAROLINA NATURAL GAS
REFUSE COLLECTION -CITY OF NEW BERN
MINIMUM BUILDING SETBACKS: FRONT YARD: 50 FEET
BACKYARD: 30 FEET
SIDE YARD: 25 FEET
SUMMARY OF BUILT -UPON AREA:
TOTAL SITE AREA = 270,771 SF, 6.22 ACRES
TOTAL DISTURBED AREA = 78,400 SF, 1.8 ACRES
EXISTING IMPERVIOUS AREA = 29,374 SF (0.67 ACRES)
(TO BE DEMOLISHED)
PROPOSED IMPERVIOUS AREA = 39,616 SF (0.91 ACRES), (14.6%)
NET IMPERVIOUS AREA INCREASE = 10,242 SF (0.235 AC)
NOTES:
1. ELEVATIONS SHOWN ARE BASED UPON A TOPOGRAPHIC MAP PREPARED
BY SUITT & ASSOCIATES, PA
2. THIS PARCEL DOES NOT SCALE IN A FLOOD ZONE ACCORDING TO THE FLOOD
INSURANCE MAP PANEL NUMBER 5479, EFFECTIVE DATE: JULY 2, 2004.
3. NO SECTION 404 WETLANDS ARE LOCATED ON THIS PROPERTY.
4. NO NEUSE RIPARIAN BUFFER AREAS ARE PRESENT ON THE PROJECT SITE.
5. ALL STRUCTURES BUILT SHALL COMPLY WITH THE NORTH CAROLINA BUILDING
CODE, 2002 EDITION.
6 THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A QUALIFIED
UTILITY LOCATING COMPANY TO MARK ALL UTILITIES PRIOR TO
STARTING WORK.
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,
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TO BE ABANDONED o x �,7.70'
IN PLACES
W 100.00
EIP— _ _ — —
NO. DESCRIPTION I BY DATE
Revisions
NOTES:
1. CONTRACTOR TO CONTACT ENGINEER FOR SITE CONSTRUCTION STAKING.
2. PROVIDE CONTRACTION AND EXPANSION JOINTS IN CONCRETE -SLABS
AT SPACING INDICATED.
SEE DETAIL H, SHEET C6.
3. SEE ARCHITECTURAL PLAN FO BUILDING LAYOUT DIMENSIONS.
UTILITY NOTES:
1. EXISTING BUILDING WATER AND SEWER SERVICE CONNECTIONS
SHALL BE TEMPORARILY CAPPED FOR FUTURE USE WITH NEW STRUCTURE.
2.ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES.
3. SEWER CLEANOUTS SHALL BE SET TO BE FLUSH WITH FINISHED
PAVEMENT TO PREVENT ANY TRIPPING HAZARDS.
4. AREA LIGHTING SHALL BE SELECTED BY THE OWNER.
5. COORDINATE OVERHEAD AND UNDERGROUND ELECTRICAL SERVICE
MODIFICATIONS AND NEW WORK WITH THE CITY OF NEW BERN.
6. COORDINATE WATER AND SEWER TAPS WITH THE
CITY OF NEW BERN.
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EXISTIN WATER
METER
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REMOVE & REPLACE -
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7.59
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1 (DEPARTMENT REVIEW COMMENTS I JCA 108/30
NO. DESCRIPTION I BY DATE
Revisions
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3.INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. DEMOLISH EXISTING STRUCTURES & GRAVEL SURFACES.
6. INSTALL BIORETENTION AREAS.
7. CONSTRUCT SITE IMPROVEMENTS.
8. SOD & LANDSCAPE ALL DISTURBED AREAS
9. REMOVE GRAVEL CONTROL ENTRANCE.
10. REMOVE SILT FENCING.
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESODDED
AS NECESSARY IN ORDER TO ESTABLISH AND MAINTAIN
A VIGOROUS, DENSE VEGETATIVE COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND
SILT FENCE WHEN IT ACCUMULATES TO A DEPTH OF SIX
INCHES.
NOTE:
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED
SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETIION
OF ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER
FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
NOTE:
ALL DISTURBED AREAS SHALL BE STABILIZED WITH
CENTIPEDE SOD. CENTIPEDE SOD SHALL BE THE
PERMANENT AND TEMPORARY VEGEATION TYPE.
ELEVATED END GRASS LEVEL FLOW ELEVATED END
OF SWALE FOR SPREADER TO DISCHARGE OF SWALE FOR
BYPASS INTO BIORETENTION AREA BYPASS
17 18.2
18.2
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BYPASS SWALE
TYPICAL BYPASS SWALE
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06047C3.DWG

N
VARIES - SEE PALN FOR DIMENSIONS
UNDERDRAIN TRENCH -SEE DETAIL
SOIL/SUBGRADE
3 V�
y / \
3" MULCH LAYER
18" THICK PREPARED SOIL/SA\NlD
j LAYER -SEE SPECIFICATION BELO\
r-FILTER FABRIC
16142.4
1-7
� _
E OUTLET STRUCTURE 0n SPECIFICATIONS:
C3 C6 Z 0 PREPARED SOUSAND SPECIFICATION
THE PREPARED SOIL/SAND LAYER SHALL CONSIST OF SOIL MIXTURE CONSISTING OF 85-88% CLEAN.
r1 ;
—�I I -- - CONSTRUCTION SAND 8-12% SILT OR CLAY AND 3-5% ORGANIC MATTER. THE SOILS SHALL BE MIXED \;/ `.\` /.� z 5 c j 1 \
THOROUGHLY TO PROVIDE A UNIFORM CONSISTENCY. SOIL PH, NITROGEN, AND PHOSPHOROUS LEVELS
SHALL BE ADJUSTED BY THE LANDSCAPE CONTRACTOR FOR THE PLANTS SELECTED. SOIL ADDITIVES /
SHALL BE ADDED TO ADJUST SOIL VALUES TO RECOMMENDED VALUES. ALL SOIL MIXING, TESTING \
- --_ - _ - SUPPLEMENTATION SHALL BE SUPERVISED BY A LICENSED NORTH CAROLINA LANDSCAPE CONTRACTOR.
-
- - -
i I AND SUP
MULCH ,
COARSE SHREDDED HARDWOOD, AGED 6 MONTHS MINIMUM `�' �" � '%` '
� �, , � ; � � � EXISTING SOIL/SUBGRADE
1 STONE V ';
6" PERFORATED PIPE -
�A NCDOT SIZE #67 OR APPROVED EQUAL. SEE PLANS FOR INVERTS
STORMWATER POND - ENLARGED VIEW FILTER FABRIC INSTALL PERFORATION IN UP POSITION
C4 C4 SCALE: 1`20' FILTER FABRIC: TREVIRA SPUNBOUND #1155 NONWOVEN 16 OZ SY #67 STONE -SLOPE TRENCH BOTTOM
TO COINCIDE WITH PIPE SLOPE
I I
� I
1
1 11 I 1
I I 1
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BIORETE T1�0
BASIN II
I I I I I
BOTTOM=,1 .4�1 ul
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ico
1 II I i
1 I
1 I 1 I
I � 11 11
1 ,
8 BIORETENTION AREA - ENLARGED VIEW
C4 C4 SCALE: 1"=10'
E
C3 C6
CROSS SECTION - BIORETENTION AREA (SIMILAR EACH BASIN)
C4 C4 NOT TO SCALE
SOIL REPORT
ATLANTIC BEVERAGE, INC.
1702 RED ROBIN LANE
NEW BERN, NORTH CAROLINA
DEPTH
DESCRIPTION
0
- 10 INCHES
TOPSOIL
10
INCHES TO 18
INCHES
TAN SAND
18
INCHES TO 30
INCHES
MIXED SAND AND CLAYEY SAND
30
INCHES TO 36
INCHES
CLAYEY SAND MIXED WITH SOME ROCK
36
INCHES TO 42
INCHES
WHITISH SAND
GROUNDWATER WAS OBSERVED TO OCCUR AT A DEPTH OF 40-INCHES.
NOTE:
THE CONTRACTOR SHALL NOT PLACE OR USE ANY HEAVY EARTH MOVING
EQUIPMENT IN THE BIORETENTION AREA TO AVOID COMPACTION OF THE
UNDERLYING SOILS.
SEQUENCE OF CONSTRUCTION FOR BIORETENTION AREA:
1, THE BIORETENTION AREA SHALL BE EXCAVATED TO PROVIDE A 1 FOOT STORAGE DEPTH.
THE BIORETENTION AREA SHALL BE UTILIZED AS A SEDIMENT TRAP DURING CONSTRUCTION.
INSTALL THE STORM DRAIN PIPING SYSTEM TO ROUTE ALL RUNOFF TO THE BIORETENTION AREA,
2. AFTER INSTALLATION OF ASPHALT PARKING AREA, THE BIORETENTION AREA SHALL BE
EXCAVATED TO THE FINAL SUBGRADE ELEVATION.
J. THE TOP 6" OF THE SUBGRADE SHALL BE SCARIFIED WITH A ROTARY TILLER,
4. THE SOIL/SAND MIXTURE SHALL BE INSTALLED.
5. ALL PLANTS SHALL BE INSTALLED.
6. THE MULCH LAYER SHALL BE INSTALLED.
NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER,
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
GRAPHIC SCALE
0 10 20 40
( IN FEET )
I inch = 20 ft.
0
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06047C4.DWG

A BIORETENTION AREA - ENLARGED VIEW
Ch C5 �SCALE: 1"=20'
PANTING PROCEDURE:
1. EXCAVATE ROOT BALL PIT.
2. SCARIFY PIT, ADD SOIL MIX AND TAMP SUCH
THAT TREE IS SET 4" HIGHER THAN ORIGINAL GRADE.
3. SET TREE LEVEL WITH ITS ORIGINAL GRADE IN NURSERY.
4. BACKFILL WITH SOIL MIX & CONSTRUCT SAUCER.
NOTES:
1. DO NOT ALLOW AIR -POCKETS TO FORM WHEN BACKFILLING.
2. IMMEDIATELY SOAK WITH WATER.
3. PAINT ALL CUTS/SCRAPES OVER 3/4" DIA. WITH APPROVED TREE PAINT.
4. DO NOT BREAK ROOTBALL.
5. PLANT AREAS & TREE LOCATIONS SHALL BE STAKED OUT PRIOR TO
PLANTING AND APPROVED BY ENGINEER
PLANTING LIST FOR BIO-RETENTION AREA #2
NUMBER OF TREES REQUIRED = 81
NUMBER OF SHRUBS REQUIRED - 81
key
SCIENTIFIC name
COMMON name
JOTY
I SIZE
requirements
TREES
T-1
TAXODIUM DISTICHUM
BALD CYPRESS
4
1" — cal.
T-2
ACER RUBRUM
RED MAPLE
6
1" — cal.
T-3
BETULA NIGRA
RIVER BIRCH
6
1" — cal.
SHRUBS
S-1
ARONIA ARBUTIFOLIA
RED CHOKEBERRY
10
3'-4' OR 12"-24" SPREAD
S-2
ILEX GLABRA
INK BERRY
12
3'-4' OR 12"-24" SPREAD
S-3
JUNIPERUS HORIZONTALIS
BAR HARBOR CREEPING
13
3'-4' OR 12"-24" SPREAD
HERBAEIUS SPECIES
HE
SAGITTARIA LATIFOLIA
DUCK POTATO
100
HE
JUNCUS EFFUSUS
SOFT RUSH
100
HE
RUDEBECKIA HIRTI
BLACK EYED SUSAN
100
NOTES:
1. USE MIX OF PLANTS LISTED FOR "HE" AREAS.
2.OVERSEED WITH WETLAND SEED MIX THAT
CONTAINS FAC WETLAND SPECIES AT A
RATE OF 15 LBS./ACRE
NO. DESCRIPTION I BY DATE
Revisions
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
I inch - 20 ft.
80
0
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06047C5.DWG

11 SF 9.5A ASPHALT SURFACE COURSE
-TACK COAT
,-2" TYPE H BINDER
8" ABC BASE
-III-
11 I IIII ' COMPACTED SUBGRADE
NEW ASPHALT PAVEMENT SECTION
NOT TO SCALE
7" THICK CONCRETE, 4000 PSI
6" ABC BASE
-III III�I''
1 III "COMPACTED SUBGRADE
B NEW CONCRETE PAVEMENT SECTION
C2 C6 `JOT TO SCALE
AT 12" O.C.
H WAY
20'
0 0 u0 6" LAYER OF COARSE AGGREGATE
0 0 0
0 o OVER 12" LAYER OF SFONE BASE
o ° O ° COARSE
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0 0 0
D 00000
10
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0000 10'
EDGE OF EXISTING
ROADWAY PAVEMENT
�C GRAVEL CONTROL ENTRANCE
C3 C6)NOT TO SCALE
SELF ANCHORING
METAL POST @ 6' O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
3' FILTER FABRIC
8 FLOW
3'
NOTE: PROVIDE 50OLF OF SILT FENCING.
D SILT FENCE
C3 C6 NOT TO SCALE
3
�1
3
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C3 C6 NOT 1-0 SCALE
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SECTION A -A
FILTER FABRIC
A
B
C
D
AVG. RIP RAP SIP
IZE
MAX. RRAP SIZE
6'
10'
8'
14"
6"
9"
E OUTLET PROTECTION
C3 C6 NOT TO SCALE
NO. DESCRIPTION IBY DATE
Revisions
VEGETATIVE SEEDING
AF FER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SODDED TO THE FOLLOWING SPECIFICATIONS:
NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER,
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
G VEGETATION PLAN
C3 C6 NOT TO SCALE
cv
PON
FINISH
CENTIPEDE SOD G`I'ADE
STABILIZATION ��
�i
5 @8" OC
VERTICALLY EACH
FACE
#5 @ 8" O.C.
HORIZONTALLY EACH
FACE
CONSTRUCTION JOINT 10"
1 1/2" DEEP KEYED JOINT
L
1 1/2" TOP RAIL
1/2" POST @ 5' O.C.
1 1/2" MID RAIL
3/4" CHAMFER
PE SLEEVE
EXPANSION
JOINT
G DOCK SURFACE
AT 12" O.C.
,CH WAY
4,7" THICK CONCRETE, 4000 PSI
COMPACTED SUBGRADE
#5 @ 6" O.C. E.W. TOP AND BOTTOM
3" BOTTOM COVER, 2" TOP COVER
NOTES:
1. ALL CONCRETE SHALL BE 4,000 PSI.
2.WALL HEIGHT SHALL BE AS INDICATED ON
THE SITE PLAN
3.PROVIDE 50LF OF CONCRETE RETAINING WALL.
/ r \ RETAINING WALL & FOOTING DETAIL
C21 C6 NOT TO SCALE
3
TOP OF SLAB
SAW CUT
a
)" DIAMETER BACKER ROD
W CUT
1 /8„
TYPICAL CONTRACTION JOINT (CJ)
/ H \ SL/ -ON-GRADE JOINTS
NW TO SCALE
3/8"
SEALANT TOP OF SLAB
", 7
a
PREFORMED JOINT FILLER
WRAP OR GREASE ONE END
1/2" SMOOTH DOWEL X 2'-6" LONG @ 2' O.C.
TYPICAL EXPANSION JOINT (EJ)
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06047C6.DWG

JI STORMWATER DETENTION POND - ENLARGED VIEW
C3 C7 SCALE: 1`20'
GRAPHIC SCALE
20 0 10 20 40
ELEVATION=13.8'
4
10
10,
SAFETY LEDGE
r- ELEVATION=13'
1 L POND BOTTOM ELEVATICN = 10.8'
2
STORMWATER DETENTION POND
NOT TO SCALE
S-SECTION A -A
ELLVA IION=12.8'
3'
( IN FEET )
1 inch = 20 ft.
1�
2
80
VATION = 13.8'
FOREBAY ELEVATION= 1
NO. DESCRIPTION IBY DATE
Revisions
TRASH SCREEN STRAPS 4' O.C. ANCHORED L
IN CONCRETE 12" MIN.
- - - - - - - - -1 (TYPICAL OF 4)
I - - - - - - - - - - - - _T 72 LF 18" CORRUGATED ALUMINUM
it
I
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-
I
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i-----J
L--------- J
1" DIA. INLET PIPE
CONTINUOUSLY WELDED
16 TO RISER
TOP OF RISER CREST = 15.4'
10-YR STORM ELEV. = 15.41'
15
TOP OF WE
1" STORM STAGE = 14.5'
34' CORRU-ATED ALUMINUM
14
INVERT 1" ORIFICE = 13.8' (PERM
TOP OF CONCR
INLET PIPE = 1
HARDWARE CLOTH AND
STAINLESS STEEL STRAP
12
TOP OF FOOTING = 11.E
NANT POOL ELEV)
i F = 13 '
ANCHOR 24" RISER IN
CONCRETE SLAB. PLACE CONCRETE
INSIDE OF RISER TO ELEVATION 13'
�l
2
TRASH SCREEN PLAN
#3 REBAR @ 6" O.C. E.W.
3" WIDE x 1/4" THICK METAL
STRAPS 4' O.C. ANCHORED
IN CONCRETE 12" MIN.
CREST (TYPICAL OF 4) 72 LF 18" CMP
LENGTH 1 TOP OF PIPE ELEV.= 15.3'rOUTLET PIPE
24"
N
PROVIDE FIRM AND STABLE
SUPPORTING AREA FOR RISER
AND CONCRETE ANCHORAGE
4' SQUARE
3 DETENTION POND OUTLET STRUCTURE
C3 C7 NOT TO SCALE
(COMMON CATTAIL) @
O.C. EACH WAY
10
�1
4
3
I F-
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SECTION
NOTE:
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPO
SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETIION
OF ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER
FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
ALL EIEE MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
°C
PROVIDE 3.5' DIA. ANTI -SEEP
COLLARS CONTINUOUSLY
WELDED TO BARREL
@ 20' O.C.
2.5' WIDE x 12" THICK CONCRETE
ANCHORAGE FOR PIPE
GRAPHIC SCALE
20 0 10 20 40 50
Q0
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( IN FEET )
1 inch = 20 ft.
06047C7.DWG