SW7050418_APPROVED PLANS_20131122

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS k1�n-,
❑ HISTORICAL FILE
DOC DATE1�31%ZZ
YYYYMM DD

SITE
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VICINITY MAP
(NOT TO SCALE)
LEGEND
AC = ACRE
BB = BOTTOM OF BANK
f = CENTER UNE
CO = CLEAN OUT
CONC = CONCRETE
CRP = CORRUG47ED PLASTIC PIPE
DB = DEED BOOK
0 DI = DROP INLET
ELEV = ELEV/A77ON
EG = EDGE OF GRAVEL
EP = EDGE OF PAVEMENT
E/P = EXISTING IRON PIPE
EX = EXISTING
FH = FIRE HYDRANT
G = GRAVEL
HC = HWDICAP
INV - INVERT
LP = LIGHT POLE
MY = MAP BOOK
MBL = MINIMUM BUILDING LINE
O MH = MANHOLE
NG = M47UR4L GROUND
NTS = NOT 70 SCALE
PG = PAGE
PP = POWER POLE
PVC = POLYVINYL CHLORIDE
RCP = REINFORCED CONCRETE PIPE
RW = RIGHT OF WAY
SFT = SObARE FEET
7E = TOP OF 34NK
TC = TOP OF CONCRETE
TG = TOP OF GRAVEL
ITC = THICK
TPED = TELEPHONE PEDESTAL
TYP = TYPICAL
CD WV = WATER METER
M WV = WATER VALVE
0 = CONCRETE
®= GRAVEL / STONE / RIP RAP
-w- = WATER LINE
- S - = SEWER LINE
-SF- = SILT / SEDIMENT FENCE
0 = HANDICAP PARKING SIGN
( r ?= LARGE TREE
0 = SMALL TREE
( - SHRUB
SURVEY REFERENCES do NOTES
I. TOPOGRAPHIC SURVEY DATA PROVIDED BY BALDWIN DESIGN
CONSULTANTS, P.A.
2. DB 1777, PG 590 OF THE BEAUFORT COUNTY REGISTRY.
J. ALL AREAS HAVE BEEN CALCULATED BY COORDINATE GEOMETRY.
4. ALL ELEVATIONS BASED ON NAVD 1988 DATUM.
5. THIS PROPERTY IS SHOWN ON THE FOLLOWING FLOOD MAPS:
• THE CURRENTLY EFFECTIVE BEAUFORT COUNTY FIRM
3720566700K, DATED JANUARY 2, 2004 INDICATES THIS
PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD
HAZARDOUS AREA AS DETERMINED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY.
• PRELIMINARY STAMPED BEAUFORT COUNTY FIRM
3720566700L, DATED JUNE 8, 2017 INDICATES PORTIONS
OF THIS PROPERTY ARE LOCATED IN SPECIAL FLOOD
HAZARDOUS AREAS AE AND X SHADED. BASE FLOOD
ELEVATION = 13.
4. UNDERGROUND UTILITIES PLOTTED IN PART FROM ACTUAL FIELD
LOCATION OF ABOVE GROUND FEATURES. UTILITIES AND OTHER
DATA, BOTH EXISTING & PROPOSED, NOT OBSERVED DURING
FIELD SURVEY TAKEN FROM PROVIDED DRAWINGS.
5. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES
SHOWN REFLECT ALL SUCH U77LMES IN THE AREA OF SURVEY,
EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER
DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN
ARE IN THE EXACT LOCATION INDICATED. THE SURVEYOR DOES
HEREBY CER77FY THAT ALL U77LMES ARE LOCATED AS
ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE THE
SURVEYOR HAS NOT PHYSICALLY UNCOVERED AND LOCATED ANY
UNDERGROUND UTILITIES.
TOPOGRAPHIC SURVEY PROVIDED BY:
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708--0 CF414WELL DRIVE
GREEWLLF- NC 27858 252-756.1390
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FLANDER CORPORATION
DB 1662, PG. 96
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H. '12UILDFORD LEGGETT
DB 979, PG. 767 �,�ry/OG � ��PG /
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QUAILITY OIL ^COMPANY, LLC
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BLP HOLDINGS, LLC
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EX. 8" SANITARY SEWER
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-SITE DATA
TOTAL AREA IN TRACT. 4.619 ACRES
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GPIN: 5667-46-6237
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TAX PARCEL NO.: 15021907
CURRENT ZONING: B2
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TOTAL DISTURBED AREA: 2.50 AC
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REQUIRED PARKING: 19 SPACES
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1 SPACE PER SERVICE SAY 8
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1 SPACE PER WRECKER I
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1 SPACE PER EMPLOYEE DURING SHIFT 10
EXISTING PARKING SPACES: O SPACES
PROPOSED NEW PARKING SPACES (INCLUDING HC): 20 SPACES
PROPOSED HANDICAP PARKING: I SPACES
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PROPOSED BUILDING HEIGHT. 20 FT
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SETBACKS:
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PROPOSED BUILDING: 7,667 SFT
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PROPOSED GRAVEL PARKING & DRIVES. 50,918 SFT
PROPOSED CONCRETE: 1,243 SFT
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PROPOSED ASPHALT: 898 SFT
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TOTAL NEW IMPERVIOUS: 1.394 AC 60,726 SFT
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GENERAL NOTES
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1, PROPOSED USES SHALL COMPLY WITH THE CITY OF WASHINGTON ZONING
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REGULATIONS FOR B2 ZONING D,STRICT.
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2. PAVED AREAS SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY EXCEPT FOR
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THE TOP 6" OF SUBGRADE WHICH SHALL BE COMPACTED TO 1009 MAXIMUM DRY
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DENSITY IN ACCORDANCE WITH AASHTO-T99.
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3. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 529 OF
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THE NCDOT STANDARD SPECIFICATIONS.
4. ALL MATERIALS AND INSTALLATION METHODS OF WATER AND SANITARY SEWER
UTILITIES SHALL MEET THE MINIMUM REQUIREMENTS OF THE CITY OF WASHINGTON.
5. PROVIDE EXTERIOR CONCRETE WALLS AND CONCRETE AREAS WITH EXPANSION AND
SCORED JOINTS IN PRE -APPROVED LOCATIONS. EXPANSION JOINTS SHALL BE 1/2"
WIDE WITH EDGES TOOLED TO 1/8" RAD AND FILLED WITH HOT RUBBER ASPHALT
SEALANT. PROVIDE ALL CORNERS, INTERSECTIONS, CHANGES IN SLOPE OR DIRECTION,
AGAINST EXISTING OR NEW WALLS OR PAVEMENTS, AND AT INTERVALS NOT TO
EXCEED 30'. SCORED JOINTS SHALL BE SCORED 1" DEEP MINIMUM AND RADIUS
1/8 , AND SHALL BE PLACED
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AT INTERVALS NOT TO EXCEED 5 FEET.
6. EACH PRIME CONTRACTOR
PERFORMING EXCAVATIONS OR UNDER GROUND WORK
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SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTILITIES IN THE AREA
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OF THEIR WORK, NOTIFY THE UTILITY LOCATOR SERVICE (811 OR 1-800-632-4949)
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AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT
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EXISTING UTILITIES IN THE AREA MAY BE FLAGGED AND STAKED. CONTRACTOR SHALL
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USE ALL CARE NECESSARY WHEN WORKING IN AREAS KNOWN OR SUSPECTED TO
CONTAIN UNDERGROUND UTILITIES, INCLUDING HAND DIGGING.
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7. AN APPROVED CITY OF WASHINGTON STORM WATER MANAGEMENT PLAN IS REQUIRED.
*SITE DRAINS TO AN EXISTING WET DETENTION POND - NCDENR PERMIT SW7050418.
8. CITY OF WASHINGTON DRIVEWAY PERMIT IS NOT REQUIRED.
9. AN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS REQUIRED.
10. NCDOT DRIVEWAY PERMIT IS REQUIRED.
II. CITY OF WASHINGTON VEGETATION PLAN IS REQUIRED.
12. GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING INVERT ELEVATIONS PRIOR TO
CONSTRUCTION.
13. THE CITY OF WASHINGTON POINT OF SERVICE FOR WATER SHALL BE AT THE METER.
14. NEW BUILDING MUST COMPLY WITH ALL APPLICABLE BUILDING CODES.
15, SITE SHALL MEET ALL ACCESSIBILITY REQUIREMENTS OF THE NC BUILDING CODE VOL.
I-C, DEPT. OF INSURANCE APPROVAL OF CONSTRICTION PLANS.
16. ELECTRIC AND TELEPHONE UTILITIES SHALL BE INSTALLED UNDERGROUND.
17. PROVIDE ALL NECESSARY SIGNAGE FOR HANDICAP PARKING.
18. PARKING SPACES SHALL BE DESIGNATED IN ACCORDANCE WITH APPROVED PLAN.
19. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE CITY OF WASHINGTON
STANDARDS.
20. SOIL EROSION AND SEDIMENTATION CONTROL PLAN APPROVAL REQUIRED PRIOR TO
INITIATION OF ANY LAND DISTURBING ACTIVITIES.
21. HANDICAP PARKING SPACES AND ADJACENT ACCESS AISLES SHALL NOT EXCEED A
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MAXIMUM SLOPE OF 1/4" PER FOOT.
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22. CONTRACTOR SHALL NOTIFY PUBLIC WORKS, STREET MAINTENANCE DMSION 48
HOURS PRIOR TO MAKING CONNECTIONS TO EXISTING STORM DRAINS LOCATED WITHIN
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PUBLIC STORM DRAINAGE EASEMENTS OR RIGHTS -OF -WAY.
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23. REFUSE COLLECT70N BY PRIVATE CARRIER.
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24. THERE ARE NO WETLANDS LOCATED IN THE AREA OF DEVELOPMENT
25. PLANT & ESTABLISH VEGETATION PER SEEDING SCHEDULE.
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MINIMUM PLANT SIZES
PLANTING MATERIAL TYPE MINIMUM PLANTING SIZE
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LARGE TREE
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SINGLE STEM 1.5 INCH CALIPER
MULTI -STEM CLUMP 6 FEET IN HEIGHT
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SMALL TREE 4 FEET IN HEIGHT
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EVERGREEN SHRUBS 1 FOOT IN HEIGHT
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REFER TO WASHINGTON, NC CODE OF ORDINANCES,
CHAPTER 40, ARTICLE VII, SECTION 40- 174 ONLINE AT
WWW. WASHINGTON-NC. CCM FOR A COMPLETE L15i or -
ACCEPTABLE VEGETATION VARITIES.
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BUFFERYARD PLANTING REQUIREMENTS
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BUFFERYARD LANDSCAPING REQUIREMENTS PER WASHINGTON CODE
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OF ORDINACES, ARTICLE V11, CLASSIFICATION IV, SECTION 40-171
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25 SHRUBS PER 100 LINEAR FEET OF BUFFERYARD
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US HWY 264 FRONTAGE: 252 LF
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REQUIRED SHRUBS: 63
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ALLOWABLE SUBSTITUTIONS
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1 SMALL TREE = 4 SHRUBS
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1 LARGE TREE = 4 SHRUBS IF > 8' IS AVAILABLE)
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PROPOSED BUFFERYARD VEGETATION
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LARGE TREE 0
SMALL TREE (6314) 4
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EVERGREEN SHRUB 47
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GENERAL LANDSCAPING NOTES
1. AN APPROVED BUFFERYARD PLAN 1S REQUIRED PRIOR
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TO ISSUANCE OF A BUILDING PERMIT.
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2. A DETAILED PLANTING IS REQUIRED PRIOR TO ISSUANCE
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OF A TEMPORARY CERTIFICATE OF OCCUPANCY.
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3. ALL REQUIRED VEGETATION SHALL BE INSTALLED AND
APPROVED PRIOR TO ISSUANCE OF FINAL CERTIFICATE
OF OCCUPANCY.
4. DUMPSTER PAD SHALL BE SCREENED.
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ELEV. 14.43
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DRAWINGS NO. W-283")
DRAWN BY:
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CHECKED BY:
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APPROVED BY:
_PLAN SHEET _INDEX JSJ
C 1.0 OVERALL SITE, STAKING & LANDSCAPING PLAN PROJECT NO.:
C2.0 GRADING, EROSION CONTROL & UTILITIES PLAN
C3.0 DETAILS - - `-
D A TE:
09/16/13
SCALE:
30 0 15 30 60 1 " = 30'
GRAPHIC SCALE 1 inch = 30 ft.
SHEET 1 OF 3
OVERALL SITE, & LANDSCAPING TPLAIdG � cl . O

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SITE
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VICINITY MAP
(NOT TO SCALE)
H. GUILDFORD LEGGETT
DB 979, PG. 767
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DB AD1, PG. 4347
NOTICE TO ALL LANDOWNERS/DEVELOPER
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WETLANDS ARE VALUABLE NATURAL RESOURCES THAT PROVIDE IMPORTANT ECOLOGICAL FUNCTIONS.
BE ADVISED THAT ACTIVITIES IN WETLANDS ARE REGULATED BY THE FEDERAL GOVERNMENT UNDER
SEC170M 404 OF THE CLEAN WATER ACT. JURISDIC77ON WETLAND MAY INCLUDE THE OUNE-SHRUB
POCOISINS THAT ARE COMMING IN THE REGION. IF ANY PRESENT LANDOWNER, DEVELOPER,
CORPORATION , OR OTHER PERSON PROPOSES TO UNDERTAKE CONSTRUCTION/FILLING ACTTVES IN
OR NEAR A LAKE STREAM, TRIBUTARY, OR ANY OTHER UNNAMED BODY OF WATER INCLUDING ITS
ADJACENT WETLANDS, FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FORM THE U.S. ARMY
CORPS OF ENGINEERS PRIOR TO COMMENCEMENT OF ANY SUCH LAND DISTURBING ACTIVITIES.
PLEASE CONTACT MR. HENRY WIKER, FIELD COORDINATOR, WASHINGTON, NC CORPS OF ENGINEERS
REGULATORY FIELD OFFICE, TELEPHONE [phone], FOR A WETLAND DETERMINATION AND
INFORMATION REGARDING SPECIFIC PERMIT REQUIREMENTS.
TOPOGRAPHIC SURVEY PROVIDED BY:
BWEM - IAMB PIAt M - 90E1fMIG
708-D CROMWELL DRIVE
GRm+MniE. NC 278M 252.756.1390
TEMPORARY
STOCK PILE
7' MAX. HIGH WITH
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BLIP HOLDINGS, LLC
DB 1445, PG. 842
NOTES
1. EROSION AND SEDIMENTATION CONTROL MEASURES
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE IS TO BE USED AT ALL ACCESS CONNECTIONS.
HARDWARE CLOTH AND GRAVEL INLET PROTEC7ION
SHALL BE INSTALLED AROUND ALL CATCH BASINS AND DROP INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM.
GROUND COVER: PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR
90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
EROSION CONTROL NOTES
1. NO PERSON SHALL INITIATE LAND DISTURBING ACTIVI7Y BEFORE NOTIFYING THE CITY OF WASHINGTON OF THE DATE THAT THE LAND
DISTURBING ACTIVITY WILL BEGIN.
2. NO LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL MEASURES MAY PROCEED UNTIL
EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE CITY.
3. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENET) ON EXPOSED SLOPES WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION
OF ANY PHASE OF GRADING FOR SLOPES 3:1 OR FLATTER INCLUDING ALL OTHER SLOPES 4:7 OR FLATTER; PROVIDE A GROUND
COVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE . OF
GRADING FOR SLOPES 3:1 OR STEEPER INCLUDING ALL PERMANENT DIKES, SWALES, DITCHES AND SLOPES AND DISTURBANCES WITHIN
HIGH QUALITY WATER (HOW) ZONES.
5, CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR
STORM EVENT. FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN ISSUANCE OF A STOP WORK
ORDER OR CIVIL PENALTIES UP TO $5,000 PER DAY OF VIOLATION. SITES UTILIZING SEDIMENT TRAPS MUST ALSO SPECIFY A
MAXIMUM DEPTH OF SEDIMENT PRIOR TO CLEAN OUT.
6. THE ENGINEER RESERVES THE RIGHT TO PE7QUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS
IMPLEMENTATION PROVE TO BE INADEQUATf'''
7. PLEASE BE ADVISED THAT THE RULE TO PROTECT AND MAINTAIN EXISTING BUFFER ALONG WATERCOURSES= IN THE NEUSE RIVER BASIN
BECAME EFFECTIVE ON JULY 22, 1997. A TEMPORARY RULE TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG WATERCOURSES IN
THE TAR RIVER BASIN BECAME EFFECTIVE ON JANUARY 1, 2000. THESE RULES ARE ENFORCED BY T14E DIVISION OF WATER OUALITY
(DWQ). DIRECT ANY QUES77ONS ABOUT T`.E APPLICABILITY OF THESE RULES TO YOUR PROJECT TO REGIONAL WATER QUALITY
SUPERVISOR, WASHINGTON REGIONAL OFFICE AT [phone].
8. ACCEPTANCE AND APPROVAL OF THIS PLAT' IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY LAWS,
REGULATIONS, AND RULES. IN ADDITION, LOCAL CITY AND COUNTY ORDINANCES OR RULES MAY ALSO APPLY TO THIS
LAND -DISTURBING ACTMTY.
It. CONSTRUCTION SCHEDULE
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMTS.
2. FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND ESTABLISH GRADE LIMITS AS NEEDED.
3. HOLD PRECONSTRUCTTON MEETING WITH GRADING CONTRACTOR, EROSION CONTROL ADMINISTRATOR, PROJECT ENGINEER AND OWNER.
4, INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AND USE EXIS77NG ACCESS TO SITE
5. INSTALL THE PERIMETER SEDIMENT FENCES AS THE FIRST CONSTRUCTION ACTIVITY.
6. INSTALL STORM DRAINAGE AND INLET PROTECTION AROUND DROP INLETS; AND INSTALL RIPRAP PROTECTION AND ENERGY DISSIPATERS.
7. BEGIN TO GRADE THE BUILDING PADS DISTRIBUTING EXCAVATED MATERIAL IN THE FlLL SECTIONS.
S. UPON COMPLETION OF BUILDING PADS INSTALL NEW DRIVEWAY AS INDICATED ON PLANS.
9. INSTALL DRAINAGE AND SWALES AND INSTALL TEMPORARY EROSION CONTROL MEASURES.
10. BEGIN AND COMPLETE ROUGH GRADING OPERATIONS.
11. BRING BUILDING AND PARKING AREAS TO WITHIN 2 INCHES OF FINAL SUBGRADE, TEMPORARY SEED THESE AREAS TO PREVENT EROSION UNTIL
SUCH 77ME OWNER IS READY TO PROCEED WITH FINAL CONSTRUCTION.
12. TEMPORARILY SEED ALL DISTURBED AREAS WITH THE EXCEPTION OF AREAS WHICH CONSTRUCTION WILL CONTINUE.
13. FINE GRADE AND STONE DRIVEWAY.
14, PROVIDE STABILIZATION (TEMPROARY OR PERMANENT) IN ANY EVENT, SLOPES LEFT EXPOSED WILL BE PLANTED OR OTHEREWISE PROVIDED WITH
GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN TWENTY ONE (21) CALENDAR DAYS OF COMPLETION OF
ANY PHASE OF GRADING.
15. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES 14 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF
GRADING FOR SLOPES 3:1 OR FLATTER INCLUDING ALL OTHER SLOPES 4:1 OF FLATTER. PROVIDE A GROUND COVER (TEMPORARY OR
PERMANENT) ON EXPOSED SLOPES WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING FOR SLOPES 3:1 OF
STEEPER INCLUDING ALL PERMANENT DIKES, SWALES. 011'CHES AND SLOPES AND DISTURBANCES WITHIN HIGH QUALITY WATER (HQWQ) ZONES.
16. A00177ONAL EROSION AND SEDIMENTATION CONTROL MEASURES MAY BE REQUIRED BY THE STATE OR OWNER IF DEEMED NECESSARY.
17. AFTER SITE IS STABILIZED, REMOVE TEMPORARY MEASURES, FINE GRADE DISTURBED AREAS, AND INSTALL PERMANENT VEGETATION ON THE
DISTURBED AREAS.
18. MAINTAIN PERMANENT VEGETA77ON BY TOP DRESSING WITH 700 LBS PER ACRE OF FERTILIZER EVERY 6 MONTHS UNTIL THE COMPLETION OF THE
PROJECT.
19. WITHIN 6" OF FINAL GRADE, RE -DISTRIBUTE 6" OF TOPSOIL.
20. FINE GRADE, PERMANENTLY SEED AND MULCH ALL LANDSCAPED AREAS.
21. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES UPON COMPLETION AND STABILIZATION OF PROJECT.
III. MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT -ENCE WHEN IT BECOMES 0.5 FEET DEEP.
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP WHEN THE STORAGE HAS BEEN APPROXIMATELY 50Z FILLED. GRAVEL WILL BE CLEANED
AND REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICA77ONS IN THE VEGETA7VE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
IV. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING
UTILITIES AND SHALL NOTIFY NC ONE CALL (871 OR 1-POO-632-4949) AT LEAST 48 HOURS PRIOR TO THE START OF EXCAVA77ON OR TRENCHING
TO HAVE ALL UNDERGROUND UTILITIES LOCATED.
V. PRIOR TO BEGINNING CONSTRUCTION OF PROPOSED U77LITY AND / OR DRAINAGE STRUCTURE TIE-IN(S). THE CONTRACTOR SHALL VERIFY EXIS77NG
ELEVA77ONS AND N077FY THE ENGINEER OF ANY DISCREPANCIES.
BUILOING '
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MARCH 1-AUGUST 31 SEPTEMBER 1-FEBRUARY 28
501 TALL FESCUE 501 TALL FESCUE
10 j CENTIPEDE 101 CENTIPEDE
25# BERMUDAGRASS (HULLED) 351 BERMUDAGRASS (HULLED)
5001 FERTILIZER 500# FERTILIZER
4000;f LIMESTONE 40001 LIMESTONE
WATER AND BORROW LOGATIONs
MARCH 1-AUGUST 31 SEPTEMBER 1 •--FEBRUARY 28
75/ TALL FESCUE 751 TALL FESCUE
251 BERMUDAGRASS (NULLED) 351 z=RMUDAGRASS (HULLED)
5001 FERTILIZER 500 f F ERT7LIZER
40001 LIMESTONE 4000# LMESTONE
1. ON CUT AND FILL SLOPES 2:7 OR STEEPER CENTIPEDE SHALL BE APPLIED AT A RATE OF 5 POUNDS PER ACRE AND ADD 201 OF SERICEA
LESPEDEZA FROM JANUARY 1-OECEM13ER 21.
2. FERTILIZER SHALL BE 10-20-20 ANALYSIS. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2 RATIO IS MAINTAINED
AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS A 10-20-20 ANALYSIS AND AS DIRECTED.
3. ALL AREAS SEEDED AND MULCHED SHALL BE TACKED WITH ASPHALT. CRIMPING OF STRAW IN LIEU OF ASPHALT TACK SHALL NOT BE ALLOWED
ON PROJECTS.
R
IMPING STRAW MULCH
1. CRIMPING SHALL BE REQUIRED ON PROJECTS ADJACENT TO ANY SECTION OF ROADWAY WHERE TRAFFIC IS TO BE MAINTAINED OR ALLOWED
DURING CONSTRUCTION. IN AREAS WITHIN SIX FEET OF THE EDGE OF PAVEMENT, STRAW IS TO BE APPLIED AND THEN CRIMPED. AFTER THE
CRIMPING OPERATION IS COMPLETE, AN ADDITIONAL APPLICATION OF STRAW SHALL BE APPLIED AND IMMEDIATELY TACKED WITH A SUFFICIENT
AMOUNT OF UNDILUTED EMULSIFIED ASPHALT. STRAW MULCH SHALL BE SUFFICIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING
OPERATION.
2. CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER PROVIDING THAT MAXIMUM SPACING
OF CRIMPER BLADES SHALL NOT EXCEED 8'
'"
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SHEET 2 OF 3
C2.

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FOR 4' SERVICE, BOX TO BE VULCAN MODEL 108471
WITH #G8460 UD MARKED SEWER.
FOR 6" SERVICE, BOX TO BE EAST JORDAN #15742 W/
UD MARKED SEWER.
PAVEMENT SEE NOTE
d. a a a 4
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CLEANOUT RISER rT\-CAP
A SEWER CLEAN OUT
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da BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED.
0000o�o0q 00 . 00 0 00 �000 80 2, IF CONSTRUCTION ON THE SITES ARE SUCH THAT
000 0000 00000 0 0 000
0000 00 20' OR FULL WIDTH THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
0 } 0 8 OVER THE STONE, THEN THE TIRES OF THE
$ 2" - 3" STONE TO BE USED OF PROPOSED STREET
Z 3 0o VEHICLE MUST BE WASHED BEFORE ENTERING THE
F o (SURGE STONE OR 00 OR ENTRANCE,
N d o 0 o PUBUC ROAD.
x ao 00o RAILROAD BALAST } o WHICHEVER IS
� � 00 00 00 00 GREATER.
00 00 00�4 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
p0 o0 O0000000 $0$000 0� ON TO THE PUBUC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
EXISTING ROADWAY 35' MIN. 15' MIN. �I
0 I _
O Oo0 0 0 O 00 00 O I E
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6" MIN. h.���::�000 000000-00�0 O � O OO 00 OOo Ilff I -II
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(` �-3 NOT TO SCALE
4' MAX
=
STANDARD METAL
rrnn
POSTS
PLASTIC
R 1
2'-0" IN GROUND
WIRE TIES
NATURAL GROUND
U FRONT VIEW
SILT FENCE CONSTRUCTION SPECIFICATIONS
1.
CONSTRUCT SEDIMENT BARRIER OF STANDARD STRENGTH OR
STEEL POST
EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
WIRE FENCE
2.
ENSURE THE HEIGHT OF THE SEDIMENT FENCE DOES NOT
FILTER FABRIC
EXCEED 24' ABOVE THE GROUND SURFACE.
i.�
BACKFIL3.
TRENCH &THE
INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO
COMPAC
COMPACT THOROUGHLY
LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS
NATURAL GROUND
ARE NECESSARY, SECURELY FASTE74 THE FILTER CLOTH ONLY AT
A SUPPORT POST WITH 4' MIN. OVERLAP TO THE NEXT POST.
4.
SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH
TRENCH
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS.
4" MIN. WIDE X
EXTEND THE WIRE MESH TO THE BOTTOM OF THE TRENCH.
8" MIN. DEEP
FASTEN THE MIRE REINFORCEMENT, THEN FABRIC ON THE
UPSLOPE SIDE: OF FENCE POST: WIRE OR PLASTIC ZIP TIES
SLOE vEs ��
SHOULD HAVE A MIN. 50 POUND TENSILE STRENGTH.
5.
WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A
MAX. OF 8' APART. DRIVE SUPPORT POST INTO THE GROUND A
MIN. OF 24».
SILT FENCE CONSTRUCTION MATERIALS
6.
DM STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES
1. USE SYNTHETIC FILTER FABRIC THAT IS 95X BY WEIGHT
NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN
POLYOLEFINS OR POLYESTER, AND IS CERTIFIED BY THE
THE FILTER FABRIC DIRECTLY TO POSTS WITH MIRE OR ZIP TIES
MANUFACTURER AS CONFORMING TO THE REQUIREMENTS IN
OF MIN. 50 POUND TENSILE STRENGTH.
ASTM D 6461.
7.
EXCAVATE A TRENCH 4" WIDE AND 8' DEEP ALONG THE
2. USE FENCE POSTS THAT ARE 1.33 L6/LINEAR FT STEEL WITH
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
A MIN. LENGTH OF 5. POSTS SHALL HAVE PROJECTIONS TO
S.
PLACE 12" OF THE FABRIC ALONG THE BOTTOM AND SIDE OF
FACILITATE FASTENING THE FABRIC.
THE TRENCH.
J. USE MIRE FENCE WITH MINIMUM 14 GAUGE AND A MAXIMUM
9.
BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER
MESH SPACING OF 5 ".
FABRIC AND COMPACT.
10.
DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
K_oN� STANDARD TEMPORARY SILT
FENCE DETAIL
2-#3 REBAI
#6 ® V-6"
LONG
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SECTION
/4"
NOT TO SCALE
SEAL 1 /2" DEEP
HOLE W/ MORTAR
MINIMUM WHEEL STOP PLACEMENT
2'-6" FROM FACE OF CURB OR SIDEWALK.
42' FROM FACE OF BUILDING.
NOT TO SCALE
SHEET FLOW
SHEET FLOW
19-GUAGE HARDWARE
CLOTH
(l4 MESH OPENINGS)
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WATER
INLET PROTEC77ON CONSIRUC77ON SPECIFICA77ONS
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE 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 THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING.
4. PLACE CLEAN GRAVEL (NCDOT15 OR 157 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 HIS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT; AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT' T14C AREA PROPERLY AND STABIUZE rr WITH GROUNDCOVE'R.
MAINTENANCE
INSPECT INLETS AT LEST WEEKLY AND AFTER EACH SIGNIFICANT (3e 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.
STANDARD HARDWARE CLOTH &
GRAVEL INLET PROTECTION DETAIL
12* of MI / T.
• ,
di
NOT TO SCALE
CLASS "B" STONE
CENTER LINE SWALE - L _ W
4' to 6'
H TEMPORARY ROCK DAM
C - 3 NOT TO SCALE
1'-0" x l'-6" x .080" STANDARD
ALUMINUM HANDICAP PARKING
SIGN WITH IDENTIFICATION SYMBOL
ADDITIONAL SIGN ""'"'"'"'
WHERE APPLICABLE •••�
PNIM 2" SCHEDULE 40 ALUM.
18" CONDUIT WITH CAPPED END
1 " TYP. waaww Fm UWAO
SET IN CONCRETE 3'-0"
BELOW FINISHED GRADE
12" FINISHED GRADE
NOTE:
SIGNAGE SHALL CONFORM TO ALL
APPUCABLE FEDERAL, STATE AND
CITY CODES AND SPECIFICATIONS.
rC�HANDICAP PARKING SIGNAGE
C�-3 NOT TO SCALE
6"
ROUNDED CONCRETE TOP
a e
4 6' SCH 40 GALVANIZED STEEL
4 . PIPF FILLED WITH CONCRETE
4
FINISH GRADE FINISH GRADE
5�. a 5 j �•
f3
e i
d
CONCRETE
(3000 PSI)
m
I_ 12" I.
NOTE:
1. A MINIMUM OF TWO FIELD COATS OF ZINC CHROMATE PRIMER
SHALL BE APPLIED TO STEEL PIPE ABOVE GROUND.
2. SEE PLAN FOR NUMBER OF BOLLARDS TO INSTALL.
6" CONCRETE FILLED PIPE BOLLARD
NOT TO SCALE
NOTES
1. MORTAR JOINTS 1 /2" ± 1 /8' THICK. CONCAVE TOOL ALL EXPOSED MORTAR
JOINTS.
2. CLASS "AA" CONCRETE TO BE USED. CHAMFER ALL EXPOSED CORNERS 1'.
3. ALL CATCH BASINS OVER Y-6' IN DEPTH SHALL BE PROVIDED WITH STEPS V
ON CENTERS. STEPS SHALL BE IN. ACCORDANCE WITH STD. DETAIL NO. 615.01.
4. CONCRETE BRICK MAY BE USED IN UEU OF CLAY BRICK. JUMBO BRICK WILL BE
PERMITTED.
5. FOR B'-O" IN HEIGHT OR LESS USE 8' WALL OVER 8'-0" IN HEIGHT USE 12"
WALL TO 6'-C" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0".
ADJUST QUANTITIES ACCORDINGLY.
6. LEAVE WEEP HOLES AS DIRECTED BY THE ENGINEER.
7. ALL CONSTRUCTION METHODS SHALL COMPLY WITH CITY OF WASHINGTON MANUAL
OF STANDARD DESIGNS AND DETAILS.
STANDARD 241'X36"
DROP INLET
C - 3 NOT TO SCALE
and slue . ;.
• 1ligh Q Ialsty:
3'- 0 "
v4'nter (K� '
"f y
'N
Zanes
-
If sl€apes are to, or
• It Des tc per
: ys
leg* Intet.w � and are
than 3:1
not stce.per than 2,1 ,
14-d!y: art allowed.
Slopes 3:1 or.
7-dayss I"nr slope,
flatter
14 days
greater, than 50f�
i Al l tJx
All oilier areas
':
,00e
{ecptrr
with slopes flatter'
14 clays
N.0meters.and
thanI
`Extensions of time may
be approved r tho`:perml
atith€czrit =
bikd ,* weather or other RXY ke mk'#'In1L mr.-A
rxttprar€tc Ie." (Section lLB(2)(b�);
8110
t
Major Elements o f DWQ Construction General Permit- Continued
tA 31.
x
■ Same weekly inspection requirements
■ Same rain gauge & inspections after 0.5" rain
event
■ Inspections are only required during, "normal
business hours".
■ Inspection reports must be available on -site
during business hours unless a site -specific
exemption is approved,
• Records must be kept for 3 years and available
upon request.
■ Electronically -available records may be
substituted under certain conditions.
t _ell l �a1 � n(4 :
■ Projects permitted under the previous permit can
continue to follow the previously -permitted
conditions.
■ Complete applications received prior to August 3,
2011 can follow conditions of approved
application.
■ Applications received after August 2, 2011 must
cam ly with new permit conditions.
* In order for the E&SC Plan to satisfy the conditions of the Construction General permit, it must identify areas where the grotmd
stabilization requirements apply and the location of the basins where the surface -withdrawal requirements apply.
Document prepared by the Division of Water Quality
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Weigh t: 24 "0 Cast Iron � V)
Top = 4,000 Lbs. Rings & Covers Outlet Tee Supplied Q
Bot. = 16, 000 Lbs. Brought To Grade & Installed m 0
Baffles = 930 Lbs. ea. By Contractor By Contractor
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DRAWN BY:
. 4640 CPT
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Lifters
Slaw �f . 18" � , CHECKED BY:
JSJ
8" 8"
APPROVED BY:
:. 6" JSJ
PROJECT NO.:
NO TES.-
1. REINFORCEMENT H-20 BRIDGE LOADING (REQUIRED IF NOT PROTECTED FROM TRAFFIC BY BOLLARDS) DATE:
2. CONCRETE.- 4000 PSI 028 DAYS 09 /16 /13
SCALE:
71000 GALLON OIL -WATER -SAND SEPARATOR AS NOTED
C�-3 NOT TO SCALE
SHEET 3 OF 3
DETAI LS