SW8051109_APPROVED PLANS_20051215

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 09 CO
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
/�tY�,1Vi5
YYYYMMDD

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CONTACT INFORMATION
WATER.
CARTERET COUNTY WATER UTILITIES
PHONE: [phone]
STORM DRAINAGE & EROSION CONTROL:
NCDENR
127 CARDINAL DRIVE EXTENSION
WILMINGTON, N.C. 28405
PHONE: [phone] EXT. 251
SANITARY SEWER (SEPTIC SYSTEM),
CARTERET COUNTY HEALTH DEPT
3820 BRIDGES STREET, SUITE. A
MOREHEAD CITY, N.C. 28557
PHONE. [phone]
FAX [phone]
GAS:
NOT A VAILABLE
ELECTRIC:
CARTERETICRAVEN ELECTRIC COOPERATIVE
PHONE: [phone]
TELEPHONE:
VERIZON
PHONE: [phone]
PLANNING /ZONING:
TOWN OF CEDAR POINT
130 LOIS LANE
S WANSBORO, N.C. 28584
CONTACT: CHRIS SEABURG - BENCHMARKXMR
PHONE: [phone]
NCDOT.-
NCDOT- DIVISION TWO - DISTRICT TWO
209 S. GLENBURNIE ROAD
NEW BERN, N.C. 28560
CONTACT- AARON EVERETT
PHONE. [phone]
FAX. [phone]
BUILDING INSPECTIONS:
CARTERET COUNTY INSPECTIONS
WESTERN OFFICE
701 CEDAR POINT BLVD.
CEDAR POINT, N.C. 28584
CONTACT. DALTON HENRY
PHONE: [phone]
REVISIONS:
0
10-21-05
STORMWA TER CHANGES
RCN
©
11-01-05
NCDEJVR COMMENTS
RJC
NO.
DATE
DESCRIPTION
BY
BRANCH BANKING AND TRUST COMPANY
P.O. BOX 1290
WINSTON SALEM, NORTH CAROLINA 27102-1290
PHONE NUMBER: (336 703-5705
[phone]
FAX NUMBER
SITE ADDRESS: N.C. HIGHWAY 24
CEDAR POINT, NORTH CAROLINA
CSD PROJECT NUMBER: BB T=0304
SEPTEMBER 13., 2005
SHEET INDEX
C-1 TOPOGRAPHIC SURVEY
C-2 SITE PLAN
C-3 GRADINGIEROSION CONTROL PLAN
C-4 UTILITY PLAN
C-5 DETAILS
C-6 DETAILS
C-7 DETAILS
C-S LANDSCAPE PLAN
SITE DATA
SITE ADDRESS.
N. C. HIGHWAY 24
OWNER/DEVELOPER.
BRANCH BANKING & TRUST CO-
P, 0. BOX 1290
WINSTON-SALEM, NORTH CAROLINA 27102
PHONE. [phone]
FAX [phone]
DESIGNER:
COMMERCIAL SITE DESIGN, PLLC
7501 CREEDMOOR ROAD, SUITE 106
RALEIGH, NORTH CAROLINA 27613
PHONE. [phone]
FAX [phone]
ZONING:
B-3
EXISTING USE.
VACANT
PROPOSED USE:
BANK
BUILDING SETBACKS:
N_C. HIGHWAY24.—
40FEET
S-R. 1113 ......
40 FEET
SIDE ..................
10 FEET
REAR ..................
25 FEET
PARKING REQUIREMENTS:
10 SPACES PLUS 1 SPACE
PER EMPLOYEE (10) = 20 SPACES REQUIRED
PARKING PROVIDED.
23 REGULAR SPACES
2 HANDICAP SPACES
25 TOTAL SPACES
SITE AREA:
68,105 SF OR 1.56 ACRES
DISTURBED AREA:
89,485 SF OR 2.05 ACRES
IMPERVIOUS AREA:
37,814 SF OR 0.87 ACRES
PERCENTAGE OF IMPERVIOUS AREA:
41
BUILDING AREA:
3,995 SF
BUILDING HEIGHT.
20 FEET
WATER
CARTERET COUNTY
SEWER:
PRIVATE SEPTIC SYSTEM
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�l�lG1NI� i�ING • • f ''`L^NNING * L1�Nl�1C��E.. �t�Ci--IITE-GTUf E.
7501 CREEDMOOR ROAD • SUITE 106 • RALEIGH, NORTH CAROLINA 27613
PHONE: [phone] • FAX: 919---848-3741
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION

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PIPESET
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SANITARY SEWER MANHOLE
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WATER METER
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STORM DRAINAGE MANHOLE
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YARD INLET
STORM DRAIN
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OVERHEAD UTILITIES
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TRACT 2
CEDAR POINT ASSOCIATES
DEED BOOK 518, PAGE 243
PROPOSED,-`
50'ACCESS EASEMENT
PROPOSED
20' DRAINAGE EASEMENT
C.B. 0�
NV 17.6' '
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NV 16.3'
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GENERAL NOTES
1.) THE TOPOGRAPHIC SURVEY SHOWN HEREON DOES NOT
MEET ALL OF THE REQUIREMENTS AS SET FORTH IN NCGS 47-30,
AS AMENDED AND IS NOT FOR RECORDATION.
2.) NO NC GRID MONUMENTS FOUND WITHIN 2000 FEET OF SITE.
3.) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
4.) ALL AREAS COMPUTED USING COORDINATES FROM MEASURED FIELD
DATA.
5.) BEARINGS FOR THIS SURVEY ARE BASED ON PLAT BOOK 29, PAGE
40 OF THE CARTERET COUNTY, NORTH CAROLINA, REGISTER OF DEEDS
OFFICE.
6.) ELEVATIONS ARE TAKEN FROM AN EXISTING P.K. NAIL LOCATED
AT THE CENTERLINE INTERSECTION OF N.0 HIGHWAY 24 AND
S.R. 1113 HAVING AN ELEVATION OF 22.94 FEET.
7.) THE SURVEY SHOWN HEREON WAS PERFORMED WITHOUT THE BENEFIT OF
A TITLE REPORT" THIS SURVEYOR TAKES NO RESPONSIBILITY FOR ANY
EASEMENTS OR OTHER MATTERS OF RECORD THAT WOULD BE EXPOSED BY
A CURRENT TITLE SEARCH.
REFERENCES
1) BOOK OF MAPS 29, PAGE 106
2) BOOK OF MAPS 29, PAGE 40
3) BOOK OF MAPS 28, PAGE 941
4) DEED BOOK 623, PAGE 6
5) DEED BOOK 795, PAGE 738
6) DEED BOOK 781, PAGE 448
7) DEED BOOK 518, PAGE 243
8) DEED BOOK 621, PAGE 447
OF THE CARTERET COUNTY, NORTH CAROLINA
REGISTER OF DEEDS
9) UNRECORDED MAP ENTITLED "CEDAR POINT AND ASSOCIATES,
TRACT 2 AND TRACT 2A, MINOR SUBDIVISION PLAT" PREPARED BY
COMMERCIAL SITE DESIGN, PLLC DATED JUNE 29, 2003,
REVISED AUGUST 26, 2003.
FLOOD INFORMATION
BY GRAPHIC PLOTTING ONLY, SUBJECT PROPERTY IS NOT LOCATED IN A
SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE W" AS DEFINED BY HUD
F.I.R.M. COMMUNITY PANELNUMBER 370465 0001 D WITH AN EFFECTIVE DATE OF
FEBRUARY 16, 1994.
UTILITY NOTE
THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON SURVEY
FIELD DATA. ALTHOUGH EVERY EFFORT HAS BEEN MADE TO
ACCURATELY LOCATE THE UNDERGROUND UTILITIES_ THE SURVEYOR TAKES NO
RESPONSIBILITY FOR THE LOCATION OF ANY UTILITIES SHOWN HEREON,
EITHER IN SERVICE OR ABANDONED.
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18° RCP
C.B.
TIC 23.2'
INV 18.0'
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ELEV. W 22.94'
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GRAPHIC SCALE
30 0 15 30 60
i inch 30 ft.
TOTAL AREA = 68,105 SF OR 1.56 ACRES
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO,
BBT-0304
FILENAME.
BBT0304-T-CD
DRAWN BY
RCN
SCALE:
1 "----30'
DATE.
9-13-05
SHEET NO.
C-1

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SITE KEYNOTES: FLOOD NOTE.
m BY GRAPHIC PLOTTING ONLY SUBJECT PROPERTY IS NOT LOCATED 1N A
00 PIS. . O1 CONSTRUCT 2.0' CONCRETE SPILLING CURB AND GUTTER PER DETAIL SHEET SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE W" AS DEFINED BY HUD
S►Af'0 Z O2 CONSTRUCT 2.0' CONCRETE CATCHING CURB AND GUTTER PER DETAIL SHEET F.I.R. M. COMMUNITY PANELNUMBER 370465 0001 D WITH AN EFFECTIVE DATE OF
03 ©a CONSTRUCT 2.5' CURB AND GUTTER, PER NCDOT STANDARDS AND SPECIFICATIFEBRUARY 16, 1994.ONS o
O CONSTRUCT CONCRETE SIDEWALK PER DETAIL SHEET m
WETLANDS NOTE:
4 CONSTRUCT CONCRETE HANDICAP RAMP PER DETAIL SHEET
SITE � EXISTING SUBJECT PROPERTY DOES NOT CONTAIN WETLANDS UNDER JURISDICTION OF
N ® CONSTRUCT CONCRETE HANDICAP RAMP PER NCDOT STANDARDS AND SPECIFICATIONS NAIL IN CENTERLINE) SECTION 404 OF THE CLEAN WATER ACT.
Z OF ROAD
2A)ul Q HANDICAP PARKING STALL
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z SPECS., (COORDINATE SIZE & LOCATION WITH UTILITY COMPANY) {1
u CONCRETE WHEEL STOP PER DETAIL SHEET 1 J I
0 POLE MOUNTED AREA LIGHT, SEE LIGHTING PLAN I
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VICINITY MAP O PAINT 4-WIDE STRIPE, WHITE
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PAINT TRAFFIC ARROWS PER DETAIL SHEET '� oI c 71
71
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0 SITE IDENTIFICATION SIGN, CONTRACTOR
SHALL COORDINATE WITH OWNER AND SIGN VENDOR
BUILDING LIGHT, COORDINATE WITHARCHITECTURAL PLANS 2
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© MATCH EXISTING CURB & GUTTER tt 30'R
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25 REMOVE EXISTING CONCRETE SIDEWALK ► i�9� k
CEDAR POINT ASSOCIATES
© MATCH EXISTING ASPHALT PAVEMENT DEED BOOK 518, PAGE 243 306 20 6'
® MATCH EXISTING CONCRETE SIDEWALK
© CONCRETE FLUME PER DETAIL SHEET K�t,E_�'i� m G)
14
BOLLARD, SEE ARCHITECTURAL DRAWINGS FOR DETAILS / 1 m
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SITE DATA
SITE ADDRESS:
N.C. HIGHWAY24
OWNER / DEVELOPER:
BRANCH BANKING & TRUST CO.
P.O. BOX 1290
WINSTON-SALEM, NORTH CAROLINA 27102
PHONE: [phone]
FAX. [phone]
DESIGNER:
COMMERCIAL SITE DESIGN, PLLC
7501 CREEDMOOR ROAD, SUITE 106
RALEIGH, NORTH CAROLINA 27613
PHONE: [phone]
FAX [phone]
ZONING:
B-3
EXISTING USE:
VACANT
PROPOSED USE:
BANK
BUILDING SETBACKS:
N.C. HIGHWAY 24 ....
40 FEET
S.R. 1113 ......
40 FEET
SIDE ..................
10 FEET
REAR ..................
25 FEET
PARKING REQUIREMENTS:
10 SPACES PLUS 1 SPACE
PER EMPLOYEE (10) = 20 SPACES REQUIRED
PARKING PROVIDED:
23 REGULAR SPACES
2 HANDICAP SPACES
25 TOTAL SPACES
SITEAREA:
68,105 SF OR 1.56 ACRES
DISTURBED AREA:
94,870 SF OR 2.18 ACRES
IMPERVIOUS AREA:
37,814 SF OR 0.87 ACRES
PERCENTAGE OF IMPERVIOUS AREA:
41 %
BUILDING AREA:
3,995 SF
BUILDING HEIGHT:
20 FEET
WATER:
CARTERET COUNTY
SEWER:
PRIVATE SEPTIC SYSTEM
SITE LEGEND
SPILL CURB
HANDICAP RAMP
HANDICAP STALL
CONCRETE
- -
PROPERTY LINE
-�
SIGN
•
BOLLARD
EX. FIRE HYDRANT
-x x-
FENCE
POLE MOUNTED AREA LIGHT
O
PROPERTY CORNER
FEE _ )OC)UOC
FINISH FLOOR ELEVATION
TRACT 2
CEDAR POINT ASSOCIATES
DEED BOOK 518, PAGE 243
N
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1
IRON 1
PIPE SET
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20'R
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/ SIG IN CONCRETE ,� I ' `
1 tt \ 8 r� r ; TELEPHON /i p� ' '
tt \ 5 R 1 1 .
1 WOODEN
TBIV ©\ r' S y
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tAGK111`1��C�y �rr ELEV.97e Q -y1.' y 1 '
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t _-
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1 ELEV = 22.94'
\ $ TIK . '' .+
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tt 1 404r� Qqf
50 G��S
APPROXIMATE WATERLINE
ROAD EST" �3',55rJ ., f .:... LOCATION
2
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GENERAL NOTES:
1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM TOPOGRAPHIC SURVEY
PREPARED BY.
COMMERCIAL SITE DESIGN, PLLC
7501 CREEDMOOR ROAD, SUITE 106
RALEIGH, NORTH CAROLINA 27613
PHONE. [phone]
FAX.- [phone]
2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE
AVAILABLE INFORMA TION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF
UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE
AND LOCAL CODES.
4. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO
THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS
SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
5. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN
OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE
CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF
THE PERMITTING AND ANY OTHER REGULA TORYAUTHORITIES. FAILURE OF THE
CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO
ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK
MANDATED BYANY REGULA TORY AUTHORITY. ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTYAND LOCAL
CODES.
6. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING 1N THESE AREAS.
7. CONTRACTOR SHALL MAINTAIN THE SITE 1N A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM
DAMAGE.
8. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH RESPECTIVE UTILITY.
9. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM ANDAOR MATERIAL
INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATIONS.
10. ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED.
11. DO NOT SCALE THIS DRAWING AS 1T IS A REPRODUCTION AND SUBJECT TO DISTORTION.
12. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE
UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING
CONSTRUCTION.
13. BROOM CLEAN AREA OUTSIDE THE "CONSTRUCTION LIMITS"AT ALL TIMES.
14. GENERAL CONTRACTOR WILL ERECT AND ILLUMINATE SITE IDENTIFICATION SIGN, PER
OWNER'S SPECIFICATION. COORDINA TE LOCATION WITH OWNER'S REPRESENTATIVE
15. FINISH CURB AND WALK ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT GRADE
UNLESS NOTED DIFFERENT ON PLAN.
16. ADEQUATE SITE LIGHTING SHALL BE PROVIDED PER OWNER'S SPECIFICATIONS
17, ALL RADII DIMENSIONS ARE TO FACE OF CURB.
18. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE, UNLESS
OTHERWISE INDICATED,
19. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE
DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY
MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN
ACCORDANCE WITH THE SPECIFICATIONS.
20, ALL DISTURBED AREAS SHALL HAVE TEMPORARY SEEDING AND MULCHING. ALL AREAS
THAT ARE PLANNED TO BE BARE FOR MORE THAN 45 DAYS SHALL BE SEEDED AND
MULCHED WITHIN SEVEN (7) DAYS.
21. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND
UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON
THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON
HIS INITIATIVE AND AT NO EXTRA COSTS NAVE LOCA TED ALL UNDERGROUND LINES AND
STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION
SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER
OBSTRUCTIONS OR FROM ANY DELA Y DUE TO REMOVAL OR REARRANGEMENT OF THE
SAME THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND
STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
NON -SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA
'ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES.
CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
22, ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE WHITE REFLECTIVE MARKINGS AND
SHALL CONFORM TO LOCAL REGULATIONS.
23. COMPACTION AND MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER
BUILDINGS AND PAVED AREAS SHALL BE ACCOMPLISHED TO ACHIEVE 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS RECOMMENDED IN THE SOIL REPORT.
24. THE CONTRACTOR SHALL MAINTAIN AN AS -BULL T" SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO
T7-IF OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL
LETTER TO THE ENGINEER.
25. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND
SPECIFICATIONS AND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND
THE ENGINEER WHO PREPARED THE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE
MODIFICATIONS TO THESE PLANS OR OF ANY FIELD CONFLICTS.
26. ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
STATE, COUNTY AND LOCAL CODES.
27. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL BUILDING
DIMENSIONS.
28. ALL PARKING LOT DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
29. CONTRACTOR SHALL COORDINA TE EXACT SIZE OF HVAC CONCRETE PADS WITH
MECHANICAL CONTRACTOR. REFER TO MECHANICAL PLANS FOR DETAILS
30. ALL SEEDING, TEMPORARYAND PERMANENT, TO BE INSTALLED TO LOCAL REGULATIONS
AND STANDARD PRACTICES.
31. ALL ROAD WORK SHALL BE PERFORMED 1N ACCORDANCE WITH THE CURRENT EDITION OF
THE STA TE DEPARTMENT OF TRANSPORTATION CONSTRUC7ON AND MATERIALS
SPECIFICATIONS".
32. ANYAND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR ESTIMA TION
PURPOSES ONLY.
33. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE
IRRIGATION CONTRACTOR, FOR IRRIGATION SLEEVE SIZE FOR IRRIGATION SYSTEM.
34. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLYACCEPTED
CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.
THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSL Y AND NOT BE LIMITED TO
NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND
HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OF ANYAND ALL LIABILITY,
REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
ACCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN
PROFESSIONAL.
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GRAPHIC SCALE SCALE
30 0 15 30 60 DATE.-
1 inch = 30 ft. SHFEr NO.
PRELIMINARY DESIGN -NOT RELEASED FOR CONSTRUCTION
BBT-0304
BBTO�_
RCN
1 "=30`
9-13-05
C-21
l � 1 � k • !' k' a ; I �'� r�, � .1 i '1

FLOOD NOTE:
BY GRAPHIC PLOTTING ONLY, SUBJECT PROPERTY IS NOT LOCA TED IN A
ACE•
O4
SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE Rr AS DEFINED BY HUD
F.I.R.M. COMMUNITY PANELNUMBER 370465 0001 D WITH AN EFFECTIVE DATE OF
FEBRUARY 16, 1994.
EROSION AND SEDIMENT CONTROL NARRATIVE:
THE PROPOSED BB&T SITE IS LOCATED AT THE NORTHWEST CORNER OF HE
SITE
INTERSECTION OF N.C. HIGHWAY 24 AND S.R. 1113 IN CEDAR POINT, NORTH
N Z
CAROLINA. THE PROPOSED CONSTRUCTION WILL CONSIST OF A SINGLE -STORY
�,
3,995 SQUARE FOOT BUILDING WITH PARKING AREA. THE SITE IS 1-56 ACRES AND
zal Q $
IS CURRENTLY UNDEVELOPED. THE PROPOSED DISTURBED AREA IS 2.05 ACRES.
THE SITETOWARD
SLIGHTLY A
to
THEWEST.T E ADJACENT PROPERTY TO HE ES AND NORTH OF THE
?0`��
SUBJECT PROPERTY CONSISTS OF UNDEVELOPED LAND, AND THE SUBJECT
CEpA¢
w =
PROPERTY IS BOUNDED BY HE ROADS ON THE EAST AND SOUTH. THE
PROPOSED EROSION AND SEDIMENT CONTROL MEASURES INCLUDE SILT FENCE,
TEMPORARY SEDIMENT TRAPS, INLET PROTECTION, TEMPORARY SEEDING AND
CONSTRUCTION ENTRANCE.
IT]IfT ,"TitA'IiUUzi
PERMANENT SEEDING IN NORTH CAROLINA (TABLE 6.11S)
SEEDING MIXTURE
SPECIES RATE (lb/acne)
CENTIPEDE GRASS 10-20 LBJACRE (SEED) OR
33 BU/ACRE (SPRIGS)
SEEDING DATES:
MAR. - DUNE
(SPRIGGING CAN BE DONE THROUGH JULY WHERE WATER
IS AVAILABLE FOR IRRIGATION.)
SOIL AMENDMENTS
ALLP LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY
300 LB/ACRE 10-10-10-
SPRIGGING
PLANS IN FURROWS WITH A TRACTOR -DRAWN TRANSPLANTER
OR BROADCAST BY HAND.
FURROWS SHOULD BE 4-6 INCHES DEEP AND 2 FT APART. PLACE SPRIGS ABOUT 2 FT
APART IN THE ROW WITH ONE END AT OR ABOVE GROUND LEVEL.
BROADCASTAT RATES SHOWN ABOVE, AND PRESS SPRIGS INTO THE TOP 12 - 2
INCHES OF SOIL WITH A DISK SET STRAIGHT SO THAT SPRIGS ARE NOT BROUGHT BACK
TOWARD THE SURFACE
MULCH
DO NOT MULCH.
MAINTENANCE
FERTILIZE V RY PARINGLY - 201_ ACRE NITROGEN IN SPRING WI7N NO
PHOSPHORUS. CENTIPEDEGRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER
TEMPORARY SEEDING IN NORTH CAROLINA
SEEDING MIXTURE
SPECIES RATE ay cm
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE
LATE WINTER & IN PIEDMONTAND COSTAL PLAIN,
EARLY SPRING KOREAN IN MOUNTAINS 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER
IS NOT TO EXTEND BEYOND JUNE.
GERMAN MILLET 40
SUMMER IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDAGRASS
MAYBE SUBSTITUTED AT A RATE OF 50 LBIACRE.
FALL RYE (GRAIN) 120
SEEDING DATES:
MOUNTAINS - ABOVE 2500 8: FEB. 15 - MAY 15
LATE WINTER & BELOW 2500 It: FEB. 1- MAY 1
EARLY SPRING PIEDMONT - JAN. 1 -MAY i
COASTAL PLAIN - DEC. 1 - APR. 15
MOUNTAINS - MAY 15 -AUG. 15
SUMMER PIEDMONT - MAY 1 - AUG. 15
COASTAL PLAIN -APR. 15 -AUG. 15
FALL MOUNTAINS -AUG. 15 -DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC.30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBS/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LBSIACRE 10-10-10 FERTILIZER
MULCH
�000 L6SIACRE STRAW. ANCHOR STRA W BY TACKING W1TH ASPHALT,
NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
R FERTILIZE IF UOWTH IS NOT FULLY ADEQUATE. RESEED, REFER17LIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
GRADING/EROSION CONTROL LEGEND
t
DROP INLET
m
CURB INLET
STORM PIPE
XXX.XX
TOP OF CURB
XXX.XX
BOTTOM OF CURB
""" `
HANDICAP AREA (2% MAX. SLOPE)
SPILL CURB
TW--X)O(.XX
TW IS GROUND AT TOP OF WALL
BW=XXX.XX
BW IS GROUND AT BOTTOM OF WALL
■
INLINE DRAIN
ROOF DRAIN
9'SDR-35
-RD---
3.mwlCOVER
1% MIN, SLOPE
CLEANOUTS LOCATED AT ALL BENDS
VID
23.50
9r 23.00
_ f
9 23.00 2
1 22.50
1 3
AREA 3
9 0.09 ACR
l g
22.00
21.60
+ 22.50
\ �t` 22.00
TRACT 2
CEDAR POINT A SSOCIA TES
DEED BOOK 518. PAGE 243
1
b
• l
' I EXISTING
` } 4 NAIL IN CENTEDRLINE
N 1 r O
° l
OE
SEPTIC AREA
4tj�
ER
SEPTIC . � �24A C tl
EASEMENT
23f
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\ �3
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4.00 EM�23.50 1i
23.00
22.75+
\ 24.00 1
TRACT 2 \ 23.50
CEDAR POINT ASSOCIATES-, ,p 24 o '
DEED BOOK 518, PAGE 243 \ 24.00 1 20 e'
\ / INFItTRAON N
►Ii
_ 80 LF - 15" RCP
CLASS IV @ 0.25%
1
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1
1
EXISTING
CONCRETE
MONUMENT
l�
N/F
BILL ENNETT
DEED BOOK 621, PAGE 447
�1
'1
1 �
11
p
CONSTRUCTION SEQUENCE:
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT
COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND
ORDINANCES IS MAINTAINED THROUGHOUT EXECUTION OF THIS PROJECT.
i_ CONSTRUCT ENTRANCE PAD.
2. INSTALL S1L T FENCE AS SHOWN ON PLANS.
3. PLACE STONE ON ENTRANCE DRIVE AND PARKING AREAS.
4, INSTALL INLET PROTECTION ON CONCRETE FLUMES.
5. EXCAVATE AND PROMPTLY SEED/MULCH PERIMETER AREAS OF SITE.
& GRADE AND EXCAVATE FOR BUILDING PAD AND FOUNDATION AREA.
7. CONSTRUCT BUILDING.
8. FINE GRADE AROUND BUILDING, SPREAD TOPSOIL, SEED OR SOD AS APPLICABLE.
9. FINE GRADE PARKING AREA, ADD STONE WHERE NECESSARY, CONSTRUCT STRUCTURES.
10. FINE GRADE AND SEED OR SOD DISTURBED AREAS.
11. REMOVE ALL EROSION CONTROL STRUCTURES.
12. REMOVE ACCUMULATED SILT FROM ALL EXISTING DRAINAGE.
GRADING/EROSION CONTROL NOTES
1. ALL GRADING, BACKFILLING, EXCAVATION, ETC..., SHALL BE IN ACCORDANCE WITH THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL INVES77GA77ON REPORTS.
REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED TO
THESE PLANS.
2. CONTRACTOR IS TO CONTACT NORTH CAROLINA ONE CALL"AT 800-632-4949 FOR
UNDERGROUND UTILITY LOCATION 46 HOURS PRIOR TO ANY DIGGING.
3. THE EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO ANY EARTHWORK.
4. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UN77L DISTURBED AREAS
ARE STABILIZED.
5. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED AT THE END OF
EACH WORKING DAY.
6. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE
SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT -LADEN RUNOFF TO ANY STORM
DRAINAGE SYSTEM.
7. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OFALL UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION
ENTRANCES.
9. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND CONSTRUCTION IS
2.18 ACRES.
10. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN
DA YS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF SITE TEMPORARY SOIL
STABILIZA TION SHALL BE APPLIED WITHIN SEVEN DAYS OF DISTURBANCE TO DENUDED
AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT FOR LONGER
THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO
BE LEFT DOOMANT FOR MORE THAN ONE YEAR.
BOX O
O 50. C
X 25'
1 L Q�
INV S `
1� O CHISLED X"
I SjI IN NCRETE , f
07
i
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�
�i C.B. /
TIC 23.2'
`/ _11%' INV 18.0' Ti
/ \,,co PK NAIL '+ i
A-00 ELEV. = 22.94' l /
Ilp-
0
�/ INV GE�1�'
F.E.S. RELOCATE EXISTING /
N INV 16 f3 ` / .: \ CURB INLET
T;C = (MATCH E)US}'JVG) t2Z90
INV. _ (MATCV STING) ±17 80
- -
SILT FENCE OUTLET
EXISTING
INLET PROTECTION
PION
PIPE
•
BUILDING DOWNSPOUT
SF -
SILT FENCE
TREE PROTECTION FENCE
- TP -
�==>==* • DIVERSION DITCH
- lA -•---
LIMITS OF DISTURBANCEI LIMITS OF CONSTRUCTION
FLARED END SECTION
CONSTRUCTION ENTRANCE
SEDIMENT TRAP
TIC 22.0'
INV 16.3,
/
/ /
/
/
/
/
C.B. /
/
TIC 23. V /
INV 17.
0
4
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 it.
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
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NO.
BB T-0304
8BT0�_..
RCN
99-13-05
C-3-

.i i .....- — JL_•. _ ,. .._ _ _ —. _ 1 iL'i i 1�_. i._ J
T
m
24"
6"
1 112" R.
4 7"
N 4 .
4 4 4
� a
ill
3000PSI CONC. �.�I��illll�lllli�ll{LII'
@ 28 DAYS
STANDARD CURB & GUTTER
I-2 ASPHALT
CABC
SPILL CURB & GUTTER
NOTES:
1. SCORE CURB / VALLEY GUTTER AT 15' O.C.
2. PROVIDE 112" EXPANSION JOINTS AT 90' O.C.
3. CONTRACTION JOINTS SHALL BE SPACED A T 10'
INTERVALS. (A 15' SPACING WILL BE ALLOWED WHEN A
MACHINE IS USED.)
4. FINISH ALL CONCRETE WITH CURING COMPOUND.
2`-0" STANDARD CURB AND GUTTER
1 1/2" ASPHALT SURFACE COURSE
1 1/2" ASPHALT BINDER COURSE
6" COMPACTED GRAVEL BASE
COMPACTED SUB -GRADE
SUBGRADE COMPACTED TO A MINIMUM 98% STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) REFER
TO SOILS REPORT IFAVAILABLE.
PARKING STALL ASPHALT PAVEMENT
1 1/2"ASPHALT SURFACE COURSE
1 112" ASPHALT BINDER COURSE
8" COMPACTED GRAVEL BASE
COMPACTED SUB -GRADE
SUBGRADE COMPACTED TO A MINIMUM 98•10 STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) REFER
TO SOILS REPORT IF AVAILABLE.
TRAFFIC AISLE ASPHALT PAVEMENT
NOTES:
1. CONTRACTOR SHALL OBTAIN SOILS REPORT IF AVAILABLE, AND ADJUST
PAVEMENT SECTIONS ACCORDINGLY.
2. CONTRACTOR SHALL PLACE BINDER COURSE DURING CONSTRUCTION,
THEN PLACE SURFACE COURSE AFTER BUILDING AND SITE CONSTRUCTION.
ASPHALT PAVEMENT DETAIL
5' X 5' HANDICAP LANDING OUTSIDE ALL DOORS
d a
4 W a
�eA 4o0"(MIN)
a a
a ^
112" EXPANSION JOINT •-f I� 5'-0" (MAX.)
CONTRACTION
314 " PLAN JOINT
a '(
SECTION B-B
CONTRACTION JOINT
4" CONC. SLAB ON GRADE (MIN. 3000 P.S.I.) - BROOM FINISH
EXPANSION JOINTS @ 20' 0" O. C.
CONTROL JOINTS @ 5 -0" O.C.
a p
SUBGRADE COMPACTED TO
98% STANDARD PROCTOR
MAXIMUM DRY DENSITY
(ASTMD 698) REFER TO SOILS
REPORT IF AVAILABLE.
SECTION A -A
CONCRETE SIDEWALK
PRE -CAST CONC. WHEEL
STOP WITH 2 #4 BARS
1" O X 18" LONG G.I. PIPE
�— AT EACH END. DRIVE INTO
GROUND.
EI
li ASPHALT PAVING
I I_i 11=i 11=1 11=��1 I I_I I I-=1 11=1 11=
-1 11-1 11- i I----11 !�I
11-111=f I I-i 11=111�=1 I I-III-III-1 1I-
��111���111 1111111111111111lI-11
SECTION
4'-0"
CONCRETE WHEEL STOP
3/4" K,<=YED JOINT
n 4
`-••314"WASHED GRAVEL (typ.)
CONSTRUCTION JOINT
FACE OF BUILDING.,
FOUNDATION WALL EXPANDABLE FILLER
WHERE OCCURS
° Q
- --3/4" WASHED GRAVEL (1yp.)
EXPANSION JOINT
3/4" WASHED GRAVEL (typ.)
SLAB EDGE
CONCRETE SLAB DETAIL
2 -0"
(Ivp•)
N
0
5' 0" 4' 0"
(typ•)
NOTE: ALL TRAFFIC ARROWS TO BE WHITE IN COLOR
1" @ LAWN AREAS,
1 112" @ PLANTER AREAS
TRAFFIC ARROWS
VAN VAN -ACCESSIBLE
A[�CESSIBi E SIGN A T VAN
SPACE ONLY
71 R7-8 or R7-8a
RESERVED
PARKING GREEN
BLUE
WHITE SYMBOL
WHITE BACKGROUND
MAXIMUM
PENALTY R7-8D
$250
INCREASE TO 84" WHEN
PEDESTRIAN PATH FROM
CAR TO WALK PASSES
BY OR UNDER SIGN.
BACK OF CC
HANDICAP SIGN DETAIL
ASPHALT/CONCRETE TRANSITION
ASPHALT_J--
�— (7yp)
PLAN
PROVIDE CAST IN PLACE CONCRETE ENERGY
r DIFFUSING RIBS IN 45° CHEVRON PATTERN
/ 4 -0" M!N WITH OVERLAP (MINIMUM HEIGHT OF 3
6„
, r 6" MIN
WWF REINF_ @ ' �[`" `_ -�11 '•.
'7T
COMPACTED GRAVEL
MINIMUM DEPTH OF 4" THICK
TOE PROTECTION
SECTION
NOTES:
1. DRAINAGE FLUME SHALL EXTEND
DOWN TO THE BOTTOM OF THE
POND OR SWALE
CONCRETE FLUME
STANDARD CURB
LIP OF CURB —�
DEPRESSED CURB
TYPICAL SCORED JT.
6'-0" MINIMUM RAMP LENGTH
LEVEL & CLEAR AREA
NOT TO EXCEED 2%
IN ANY DIRECTION
NEED FOR PAVEMENT STRIPING AT
ACCESS RAMP TO BE DETERMINED BY
ENGINEER (SEE SITE SHEET).
(UNLESS OTHERWISE SPECIFIED) I
12:1 MAXIMUM SLOPE I
a
a
SIDEWALK ACCESS RAMP
112" EXPANSION JOINT
SECTION A -A
HANDICAP -RAMP DETAIL
0 4
° OF
0
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JDARD CURB
CONCRETE FLUSH
WITH CONCRETE
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
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BBT-0304
FILENAME:
a
BBT0304-DT1
DRAWN BY
RCN
SCALE.
N. T. S.
DATE:
9-13-05
SHEET NO.
C-5
S, `- if,,�t.f: '.t •�..'i'i . -;T
J,.'•I. .,� .�Y �.l��ay, e .i.v3 Iii4
( o •�C1'TI .'lj�ri.,,�.,,...rl .t.=�. ,,nn�.r,p.
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MIN, 10 GA,
LINE WIRES
B' MAX
VARIABLEAS DIRECTED BY THE ENGINEER
2-V2 GA.
MEDIATE
GRADE
NOTE.
-USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 114 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
EXISTING ROADWAY
FRONT VIEW
STEEL POST
- WOVEN WIRE FABRIC
� SILT FENCE FABRIC
0
4 FILL SLOPE
z_
•�'+ -x.} GRADE
6'MIN. COVER
o
N
OVER SKIRT'
ANCHOR SKIRTAS
DIRECTED BY ENGINEER '
FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
STANDARD TEMPORARY SILT FENCE
NOTES.'
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. 1F CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL-
ING OVER THE STONE, THEN THE TIRES OF THE
VEHICLES MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
70' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
2"-3"STONE TO BE USED:,", 25' OR WIDTH OF
EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET,
ROADWAY BALLAST) WHICHEVER IS
GREATER.
PLAN
35' MIN.
I
6" MIN.
FABRIC UNDER STONE
CROSS SECTION
CONSTRUCTION ENTRANCE
NEW CONSTRUCTION
15' MIN. I
12" MIN.
DEWATERING
TEMPORARY SEDIMENT
POOL-
---- -------------
V MIN.
2' MAX. �°z,
CONCRETE BLOCK
T
WIRE SCREEN
IMOWASU
mm,m
mri ro1�
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS,
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH
BLOCK OPENINGS_
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 112-INCH OPENINGS OVERALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE
3. USE CLEAN GRAVEL, 314- TO 112-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT#57 WASHED
STONE IS RECOMMENDED.
BLOCK AND GRAVEL DROP INLET PROTECTION
GIVEN CONDITIONS / ASSUMPTIONS
* W = 120 pcf (BACKFILL LOAD)
. Ku' = 0.110
* SOIL TYPE = ORDINARY CLAY, SATURATED
"WALLS
• LAYING CONDITIONS: TYPE 4
* TRENCH CONDITIONS SHOWN - THESE DEPTHS
00 NOT APPLY FOR EMBANKMENT CONDITIONS",
NCPE TO DETERMINE H FOR EMBANKMENT CONDITIONS
* DESIGN BASED ON "DESIGN DATA 40 ACPA."
" CLASS C BEDDING
(1350 pIf PER Ft OF INTERNAL DIA.) CLASS III, ASTM C-76
(2000 plf PER Ft OF INTERNAL DIA.) CLASS IV, ASTM C-76
T
16"
1
PIPE
D;
MAX.
8d
MAX. BURY
H
CLASS III
(0.01 CRACK)
MAX. BURY
H
CLASS IV
(0.01 CRACK)
15"
4'
9.5'
14.5'
18"
4'
9.5'
15.0'
24"
4'
12.0'
23.5'
30"
5.5'
10.0'
17.0'
36"
6'
10.5'
18.0'
42"
6.5'
13.0'
19,0'
48"
T
13.5'
20.0'
54"
8'
13.0'
18.5'
60"
72"
1 10'
13.0'
EXCAVATION LINE TOP OF PIPE
AS REQUIREDI ;
SPRING LINE
COMPACT OUTER BEDDING i Q
TO MINIMUM 85% OF
STANDARD PROCTOR
BEDDING
SEE SPECIFICATION SECTION
02210 PARAGRAPH 13_
ALSO SEE PARAGRAPH 3A z
ca
Do/3
Ba
NOTES:
1. GREATER DEPTHS ARE ACHIEVABLE BY EITHER CONTROLLING BACKFILL TYPE
NARROWING TRENCH WIDTH BUT SUPPLY SUFFICIENT ROOM FOR
COMPACTION, IMPROVING BEDDING OR LOADING TO ULTIMATE LOAD (Du). FOR
OTHER BURY DEPTHS THAN SHOWN (H), PROFESSIONAL ENGINEER TO
PROVIDE CALLS ON PIPE BURY THAT EXCEED THOSE GIVEN IN THIS CHART
FOR THE CONDITIONS IN WHICH 1T IS PROPOSED TO BE USED.
2. THIS TABLE OF BURY DEPTHS (H) APPLIES EQUALLY TO A CLASS C STONE
BEDDING, TYPE 4 LAYING CONDITIONS.
3. MINIMUM COVER NOT SHOWN BUT NO LESS THAN 12" W/0 ENGINEERS
APPROVAL UP TO 48" PIPE
4. MAXIMUM BURY TABLE FOR "TRENCH CONDITIONS" PER THE DETAIL SHOWN
ON THIS SHEET
TRENCH DETAIL
THIS TABLE ASSUMES TYPE 4
INSTALLATION & NO STONE BEDDING
T
H
D; = INSIDE DIAMETER OF PIPE
D O = OUTSIDE DIAMETER OF PIPE
B d = TRENCH WIDTH
H = BACKFILL COVER ABOVE
TOP OF PIPE
VULCAN V4867-1
H1wAVY DUTY FRAME & GRATE
GRATE & FRAME WEIGHT = 456 LBS.
WEIGHT MAY NOT DEVIATE BY
MORE THAN -5.0•0
412 IN? NET OPENING .�
MORTAR COLLAR
2"DIA. PVC WEEP HOLES
ONE CUBIC FOOT
OF #57 STONE
WRAPPED 1N NON -WOVE
FILTER FABRIC AT EACH
WEEP HOLE
DROP INLET
PSI-PF STEPS BY
M.A. INDUSTRIES
(NOTE %, DRAINAGE STRUCTURE
NOTES)
3000 PSI CONCRETE
@ 28 DAYS
DRAINAGE STRUCTURE NOTES
1, BOXES SHALL COMPLY WITH LOCAL JURISDICTIONAL STANDARDS AND SPECIFICATIONS.
2. ANY NONSTANDARD BOX 1S TO BE DESIGNED BYA PROFESSIONAL ENGINEER.
3. THE MAXIMUM HEIGHT OF AN UN -REINFORCED MASONRY DRAINAGE STRUCTURE WITH
8" WALLS SHALL BE LIMITED TO 8'--0" FROM INVERT OF THE OUTLET PIPE TO THE TOP OF
THE CASTING. DEPTHS GREA TER THAN W-0" SHALL HAVE WALLS 12" THICK BASINS OVER
IT IN TOTAL DEPTH SHALL BE DESIGNED BY PROFESSIONAL ENGINEER. FOUR INCH
WALLS ARE NOT ALLOWED ON DRAINAGE STRUCTURES. BOTTOM SLAB ON STRUCTURE'S
SHALL BE REINFORCED WHEN BOX DEPTHS EXCEEDS 8 Fr.
4. STEPS ARE TO BE PROVIDED ON ALL BASINS DEEPER THAN 42".
5. STEPS ARE TO BE PS 1-PF AS MANUFACTURED BY M.A. INDUSTRIES OR AN APPROVED
EQUAL. LOCATE ON NON -PIPE WALLS.
6, MORTAR IN MASONRY BOXES IS TO BE TYPE M.
7 CLA Y BRICK STRUCTURES ARE NOT ALLOWED.
8, CONCRETE PIPE 1S TO BE MINIMUM CLASS Ill.
9, CONCRETE BUILDING BRICK IS TO MEET ASTM C-55, GRADE N, TYPE 1.
10. BASINS LOCATED 1N WET AREAS, OR AS OTHERWISE REQUIRED BY THE TOWN
ENGINEER, SHALL HAVE WEEP HOLES AS SHO INN ON DETAILS.
11. ALL CAST -IN -PLACE PRECAST CONCRETE DRAINAGE STRUCTURES LOCATED IN PAV€D
AREAS ACCESSIBLE TO TRUCK LOADINGS TO BE DESIGNED TO MEET AASHTO HS 20-44
LOADING. SEE MANUFACTURERS DETAILS FOR WALL, TOP AND BOTTOM THICKNESS.
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
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PROJECTNO.
BBT-0304
FILENAME:
BBT0304-DT2
DRAWN BY:
RCN
SCALE:
N. T.S.
DATE
9-13-05
SHEETNO.
C-6

FINISH GRADE --7 `.4
6' C.I. PIPE TNo i
6" PLUG `
OMIT PLUG WHERE
SEWER JOINS HOUSE
CONNECTION
a
a. Ad • a A
A °
a.
COUNTERSUNK PLUG
18' SQUARE a. + 13 El 4
CONCRETE a. E7 Q O 11.1313
a
ENCASEMENT y
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15' SQUARE CONC. .000 o 000 .
SLAB 6" THICK Q 1 ob
a.. A
6 1/8' BEND (C.I.) d a
11'
PROVIDE CAST IRON/DUCTILE IRON
65c6' WYE C. ASPHALT OR CONCRETE RUBBER 10-3/4'
( � AS DETERMINED BY TRAFFIC GASKET CLEANOUT COVER
I
SURFACE
SANITARY SEWER CLEANOUT
q
FINISHED GRADE
I 1 I—III—III—k
FINAL BACKFILL III I I= 1I-
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11111 II I I III—�UNDIS7URBED
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#67 STONE
WHEN ROCK IS 6" O.D. OF PIPE 6" MINIMUM SIDE
ENCOUNTERED CLEARANCE
12'" O. D. OF PIPE 12'
MAXIMUM SIDE
NOTES: CLEARANCE
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE
FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4' OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 8 =10" IN NON -TRAFFIC AREAS.
5. ACHIEVE 80% COMPACTION IN NON -TRAFFIC AREAS, AND 98% COMPACTION IN TRAFFIC AREAS
6. IF IN EASEMENT 4" TOPSOIL, AND 12' CLEAN SELECT FILL IS REQUIRED.
7. NO BOULDERS 8' IN DIAMTER OR GREATER ALLOWED.
TRENCH BOTTOM DIMENSIONS & BACKFILLING
REQUIREMENTS FOR DUCTILE IRON
AND REINFORCED CONCRETE PIPE
3000 PSI CONCRETE
FINISHED GRADE
4
SAND CUSHION a
CAP
9-1/4'
4' PANELLA TYPE a °D
CLEANOUT WITH
COUNTERSUNK HEADI ° III —III -
.I I �—� I � 4• a.
PIPE SEAL GASKET-=--i-t a I I —III —I
3000 PSI CONCRETE
PVC -I I I— a I —III —I
ENCASEMENT
PIPE
4' PVC PIPE
CLEANOUT COVER ASSEMBLY TRAFFIC AREA
q
FINISHED GRADE
IIIII�II�IIII�I—I 111I1�1 II�IIII[
TRENCH DETAILS
-III-i I I -I I I
III=111 III=11
FINAL BACKFILL 1111 11 l I I I I I I 1
I I II- UNDISTURBED
SOIL
aINITIAL
BACKFILL1-III-
III-�
HAUNCHING 1 = I — #67STONE
t _11�1 — — PIPE GRADE
4" BEDDING
IIII III IIII I IIIIIIIIIIIIIIII 1lI11111I
TAMP WELL UNDE
BOTTOM HALF 6" O.D. OF PIPE 6" MINIMUM SIDE
OF PIPE CLEARANCE
TYPICAL TRENCH BOTTOM DIMENSIONS
FOR SDR 35 PVC GRAVITY PIPE
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
FACE OF THE SHORING AND BRACING.
Z NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN IN177AL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6' LIFTS IN TRAFFIC AREAS, 8 =10" IN NON -TRAFFIC AREAS.
TRENCH BOTTOM DIMENSIONS & BACKFILLING
REQUIREMENTS FOR PVC GRAVITY
E70577NG GRADE So+.x.r rain (SANG / 3RTY S,4W
WATER TABLE INFR - RATE - 12Im'w
INFILTRATION BASIN #1 CROSS SECTION
(n.t.S.)
d
a
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INFILWTION BASIN ELEV-=20.75
I�l I —I I I�l I i—III—III—III—1 I I— — d
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1-1 I IEI IE I -1 I I -I I I -I I I -I I IA I El 11= 8'
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1= I - I-1 I 1=1 I III-1 I I-1 I -1 11-
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-I I El I -f I I- I IEI 11=1 I I-1= I 1EA I I=
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I=1 I El I I= =1 I= I 1=! 11=I 11=1 11-1 11=
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VULCAN V-4867-1
HEAVY DUTY FRAME & GRATE
RIM = 21.50
I1 11-I I! I I- I IEI I
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TO OUTLET
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INV = 18.37
- I- -1I1- - _ __ -
° 4 d d4 ° d 1 i- I -ICI � I� __ =1 .� =1 = 1=1 I 1=1 I - � ���
a =II- 1= I I I—I1—I 1 111 I I1 I I1 I I I —III- 1 I-1 1
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DROP INLET/ OUTLET STRUCTURE
(n.t.s.)
11f,11 I-1
' I' f==' I,
EXISTING GRADE au L rmrr• (SAND /SILTY SAAVj
WATER TABLE INFIL - RATE = 10.5114-+R
INFILTRATION BASIN #2 CROSS SECTION
(n.t.s.)
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
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BST-0304
FILENAME-
BBT0304-DT3
°RAC BY.
RCN
SCALE.
N. T. S.
DATE.,
9-13-05
SHEET NO.
C-7