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COPYRIGHTO 2007 - ALL RIGHTS RESERVED - TROY OOSY 9 ASSOCIATES. INC.

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DESIGNED BY: TAI} pI
TECHNICIAN: RCB
CHECKED BY:TAD.JR
REVISIONS
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VICINITY MAP ~r
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DIRECTIONS TO THE SITE: r,
z FROM THE INTERSECTION OF INTERSTATE 85 AND US HIGHWAY 64 IN NASH COUNTY. NORTH CAROLINA PROCEED WEST ON, US HIGHWAY 64 APPROXIMATELY 1.2 MILES TO OLD CARRIAGE ROAD. TURN LEFT ON f
tD TO OLD CARRIAGE ROAD AND PROCEED SOUTH APPROXIMATELY 2.6 MILES TO THE INTERSECTION OF OLD
z CARRIAGE ROAD AND OAK LEVEL ROAD. TURN LEFT ONTO OAK LEVEL ROAD AND PROCEED EAST f TnWARD SCALES E~_
ROCKY MOUNT ) APPROXIMATELY 2.15 MILES PASSING OVER INTERSTATE 95 AT 0.91 MILE TO THE
d tY INTERSECTION OF OAK LEVEL ROAD AND OLD HALIFAX ROAD. TURN LEFT ONTO OLD HALIFAX ROAD AND ~ ~ SHOWN PROCEED NORTH APPROXIMATELY 0.26 MILE TO THE INTERSECTION OF OLD HALIFAX ROAD AND OWN x
LS BETHLEHEM ROAD. MAPLE CREEK OUTFALL CROSSES OLD HALIFAX ROAD APPROXIMATELY 200 FEET NORTH THE INTERSECTION OF MAPLE CREEK AND OLD HALIFAX ROAD. PROCEED ALONG MAPLE CREEK OUTFALL, n`
i- PHASE 1 IN A WESTERLY DIRECTION APPROXIMATE 750 FEET MORE OR LESS TO THE LAST. MANHOLE. THIS PR[OJ. NQ. DIV
a_ IS THE BEGINNING OF MAPLE CREEK OUTFALL, PHASE 2. THE BEGINNING POINT HAVING AN APPROXIMATE 1890 A A COORDINATE OF 35056`41"N AND 77°52'20"W. t
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CEWYRIGFit ®20Q9 - ALL RSBNTS RESERVED - YR9Y WBY AND ASSOCIATES, INC.
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GENERAL CONSTRUCTION NOTES LL
LIST OF DRAWINGS FOR UTILITY INSTALLATIONS: z~
1. THE CONTRACTOR SHALL MAKE HIS OWN PREBID FIELD DETERMINATION OF ALL EXISTING ASPHALT DRIVEWAY. ASSOCIATED COST SOCIATEQ COST FOR OPEN-CUT OF DRIVEWAYS SHALL BE PAID AS 34. TIE-IN TO EXISTING SANITARY SEWER MAINS; xi o CD
DRAWING NUMBER DESCRIPTION UTILITIES. STORM DRAINAGE. AND OTHER BURIED OR CONCEALED FACILITIES. THE EITHER: t) PAVEMENT PATCHING FOR L 4TCHING FOR UTILITY INSTALLATION: OR 2) REMOVAL AND
LOCATION SHOWN ON THE DRAWINGS OF EXISTING UTILITIES. STORM DRAINAGE. AND OTHER REPLACEMENT OF CONCRETE DRIVEWAY. FE DRIVEWAY, AS CALLED-OUT IN THE BID SCHEDULE. PAYMENT A. NEW SANITARY SEWER MAINS WHICH ARE TO CONNECT TO EXISTING STUB LINES OR r-y w w ,ro
189001001 COVER SHEET BURIED AND OR CONCEALED FACILITIES ARE NOT GUARANTEED AND SHALL BE VERIFIED BY SHALL NOT BE MADE FOR WIDTHS GREAI THE CONTRACTOR TO HIS SATISFACTION PRIOR TO START OF WORK. THE DRAWINGS DO NOT INSTALLATION; AND 2) SIX FEET (6 1 WIDTHS GREATER THAN: 1) FOUR FEET (4 ) FOR WATER MAIN MANHOLES SHALL REMAIN PLUGGED UNTIL THEY HAVE BEEN COMPLETED AND TESTED. UPON
SIX FEET ) FOR SANITARY SEWER MAIN INSTALLATION, UNLESS ACCEPTANCE OF THE TESTING OF THE NEW SANITARY SEWER SYSTEM BY THE ENGINEER, THE 4INED FROM THE ENGINEER. NO EXTRA PAYMENT WILL BE MADE FOR NEW SANITARY SEWER MAINS CAN BE CONNECTED TO THE EXISTING STUB LINE OR MANHOLE. Q o
189001002 VICINITY MAP SHOW ALL EXISTING UTILITES, STORM DRAINAGE, AND OTHER BURIED AND OR CONCEALED PRIOR APPROVAL IS OBTAINED FROM TF FACILITIES. BETTERMENT OF DRIVEWAYS OR DRIVE NAYS OR DRIVES TO MAILBOXES.
189001003 CONSTRUCTION NOTES AND LIST OF DRAWINGS B. EXISTING CITY SANITARY SEWER SYSTEM SHALL NOT BE USED FOR DISCHARGE OF
2 THE CONTRACTOR SHALL CONTACT NC ONE-CALL CENTER AT 10800-632-494$ AT 25. THE CONTRACTOR SHALL IMMEDIATE 4LL IMMEDIATELY RESTORE ALL DRIVEEWAYS AND DRIVES TO SEDIMENT FROM CLEANING OF NEW SEWER LINES OR D€WATERING OF PIPE TRENCHES. 0 r'
18900115A EXISTING MAPLE CREEK OUTFALL FROM 135+00 TO 149+17,31 LEAST FOURTY-EIGHT (48) HOURS PRIOR TO DIGGING. MAILBOXES TO AS GOOD CONDITION AS DRIVEWAYS OR MAIL BOX DRIVES UNTIL :OND?TION AS ORIGINAL. THE CONTRACTOR SHALL MAINTAIN ALL V? DRIVES UNTIL SAID DRIVES ARE ACCEPTED BY THE ENGINEER IN 35. INTERRUPTION OF SERVICE; L-Li
NEW MAPLE GREEK OUTFALL FROM 149+17.31 TO 150+00 3. IN THE EVENT OF CONFLICTS WITH EXISTING UTILITIES, OR IF FURTHER VERIFICATION AS GOOD CONDITION AS ORIGINAL. TF )RIGINAL. THE CONTRACTOR SHALL INCLUDE IN HIS UNIT PRICE Q V) -1
i?DN THE COST OF RESTORING OF GRAVEL DRIVEWAYS OR DRIVES TO A. MAIN OR SERVICE CHANGE-OVER: Q
1890011 GA MAPLE GREEK OUTFACE FROM 150400 TO 1 G5+00 OF BURIED AND OR CONCEALED UTILITIES. OR TEMPORARY DISRUPTION OF SERVICE IS BID FOR PIPE INSTALLATION THE COST NECESSARY. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AND MAILBOXES TO THEIR ORIGINAL CONDII ?GINAL CONDITION TO THE SATISFACTION OF THE ENGINEER. NO
1890011 70 MAPLE CREEK OUTFACE FROM 165+00 TO 180+00 SHALL FULLY COORDINATE ANY NECESSARY MODIFICAIONS OF THE WORK WITH THE ENGINEER EXTRA PAYMENT WILL BE MADE FOR BE MADE FOR BETTERMENT OF DRIVEWAYS OR DRIVES TO 1) CONTRACTOR SHALL NOTIFY CITY. ALL AFFECTED USERS AND THE ENGINEER PRIOR TO C_}
AND THE APPROPRIATE UTILITY. KNOWN UTILITIES WITHIN THE PROJECT AREA AND THEIR MAILBOXES. INTERRUPTION OF SERVICE.
18900118A MAPLE CREEK OUTFALC FROM 180+00 TO 195+00 RESPECTIVE CONTRACTS ARE AS FOLLOWS: 4LL IMMEDIATELY RESTORE ALL MAIL BOXES, ROADWAY SIGNS. 2) IF INTERRUPTION OF SERVICE(S) WILL BE GREATER THAN TWO (2) HOURS. THE
~ - 26. THE CONTRACTOR SHALL IMMEDIATE V) A. CITY WATER AND SEWER [ED JOYNER 972-13171 ETC.. AS SOON AS POSSIBLE. AT A h IBLE. AT A MINIMUM THESE ITEMS SHALL BE REPLACED PRIOR TO gQaRnT)p CONTRACTOR SHALL PRE-SCHEDULE THE WORK WITH CITY AT A MUTUALLY AGREEABLE TIME Sri, G©
3 18900119A MAPLE CREEK OUTFALL FROM 1955+00 TO 210+00 B. CITY STREETS AND STORM SEWER [WAYNE HOLLOWELL 972-12961 COMPLETION OF THE WORK. WHEN THE C. WHEN THE ENGINEER QETERMINS THAT IT IS NECESSARY TO THAT WOULD IMPOSE A MINIMUM INCONVENIENCE ON THE AFFECTED USERS. w ~o
C. CITY ELECTRICITY [DARRYL STROTHER 972-12721 TEMPORARILY REMOVE A STOP SIGN. 189001200 MAPLE CREEK OUTFACE FROM 210'¢'00 TO 219")'18.40 0. CITY GAS ILLOYD TRUNER 972-12791 STOP BE INSTALLED; OR (2) THAT I STOP SIGN. HE SHALL DIRECT THAT EITHER: (1) A TEMPORARY v u ~a ff~z
a 18900121 0 LINE 2 MAPLE GREEK OUTFALC FROM 0+00 TO 9+54. G1 E. NCOOT STREETS AND STORM SEWER IDAVID REYNOLDS 459-21281 THE PERMANENT STOP SIGN CAN BE F )R.(2) THAT A FLAGMAN SHALL BE USED IN ITS STEAD UNTIL 36. DISPOSAL OF CHLORINATED WATER: SIGN CAN BE REPLACED AT ITS ORIGINAL LOCATION. w z u e L
F. COX COMMUNICATIONS [ANTHONY SOLOMON 443-15921 A. WATER FLUSHED FROM A WATER MAIN CONTAINING A CHLORINE REESIDUAL SHALL NOT BED'
> 130301DT2 BOLT REVOLUTION MANHOLE COVER DETAILS G. SPRINT CAROLINA TELEPHONE IJOHN RILEY 446-4940 OR TOMMY HOPKINS 446-62791 27. WORK MAY REQUIRE REMOVAL AND F 3EMOVAL AND RELAYING OF EXISTING DRIVEWAY CULVERTS. THE DISCHARGED WITHIN ONE THOUSAND FEET (1,000 ) OF SURFACE WATERS. FLUSHED WATER ~p~Taxsi~~
> CONTRACTOR SHALL USE DUE CARE IN F a TRENCHING AND BEDDING DETAIL. 4. ALL QUANATIES AND MEASUREMENTS SHOWN ON THE DRAWINGS FOR THE WORK ARE FROM HARM AND TO PREPARE THEM FOR )UE CARE IN REMOVAL OF ESITING CULVERTS TO PROTECT THEM CONTAININNG CHLORINE RESIDUAL SHALL BE DISCHARGED INTO DIKED DITCHES AND
%RE THEM FOR REINSTALLATION. THE ENGINEER SHALL INSPECT CONTAINED UNTIL CHLORINE RESIDUAL IS REDUCED TO LESS THAN ONE PART PERMILLIDN (1 IPE TO DETERMINE IF THEY ARE SUBSTANDARD IN SIZE, MATERIAL ppm),
V) CONCRETE ENCASEMENT DETAIL APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. THE BASIS OF PAYMENT FOR THE THE REMOVED CULVERT PIPE TO DETERb SUITABLE FOR REINSTALL-ATION, THE ENGINEER SHALL DIRECT
RIP RAP DETAIL WORK SHALL BE MADE FOR THE ACTUAL FIELD MEASURED QUANTITIES OF ITEMS WHICH HAVE OR IN A CONDITION NOT SUITABLE FOF BEEN INSTALLED AND APPROVED BY THE ENGINEER. THE CONTRACTOR AS TO HIS DECISION. i1S DECISION. THE CONTRACTOR SHALL BE PAID FOR HIS WORK 37. OPEN TRENCH: fl~ P"L
130301DT3 51 DIAMETER MANHOLE DETAILS BASED ON THE UNIT PRICES BID FOR: ,ES BID FOR: 1) REMOVAL AND RELAYING OF EXISTING DRIVEWAY o a
5. THE CONTRACTOR SHALL CONTACT NCOOT DIVISION 4. DISTRICT I OFFICE OR DISTRICT CULVERTS: AND 2) REMOVAL AND REPL; 189001SE5 SEDIMENTATION AND SOIL EROSION CONTROL PLAN 2 OFFICE. AS APPROPRIATE, PRIOR TO PERFORMING ANY WORK WITHIN NCDOT DRIVEWAY CULVERTS, IAL AND REPLACEMENT OF EXISTING DAMAGED OR SUBSTANDARD A. NOT MORE THAN THREE HONORED t300 } OF TRENCH SHALL BE OPENED IN ADVANCE OF ¢
PIPE INSTALLATION AND COMPLETED BACKFILLING. C,y Ld 0 v) co Q
189001SE6 SEDIMENTATION AND SOIL EROSION CONTROL PLAN RIGHT-DP-WAY. A COPY OF ALL APPROVED ENCROAOCHMENT AGREEMENTS WILL BE FURNISHED BY THE CITY TO THE CONTRACTOR AND SHALL BE KEPT ON-SITE DURING ALL CONSTRUCTION 2B. ALL SECONDARY ROADS. MAJOR HIE 35. MAJOR HIGHWAYS. RAILWAYS. ETC.. SHALL BE CROSSED BY B. TRENCHES SHALL NOT REMAIN OPEN OVER NIGHT WITHOUT THE APPROVAL OF THE G"
189001 SE7 SEDIMENTATION AND SOIL EROSION CONTROL PLAN WORK. DRYBDRE AND JACK METHOD SHOWN ON I )D SHOWN ON THE DRAWINGS. SERVICE LINES FOUR INCH 14 } ENGINEER. WHEN SUCH APPROVAL IS GRANTED THE CONTRACTOR SHALL PROVIDE f3jV ¢
189001SE8 SEDIMENTATION AND SOIL EROSION CONTROL PLAN AND SMALLER MAY BE INSTALLED BY DF STALLED BY DRYBORE AND JACK METHOD WITHOUT ENCASEMENT. BARRICADES. TRENCH COVERS OR OTHER APPROPRIATE PROTECTION TO PEDESTRIANS AND THE
6. THE CONTRACTOR IS PROHIBITED FROM STORAGE OF CONSTRUCTION EQUIPMENT AND OR MAINS SIX INCH (6 ) AND LARGER SHI 4D LARGER SHALL BE INSTALLED BY DRYBORE AND JACK METHOD TRAVELING PUBLIC TO AVOID INJURY. DAMAGE OR INCONVENIENCE AS A RESULT OF THE } WITH CASING EXTENDING A MINIMUM OF THREE FEET (3 3 OPEN TRENCH, t':
130301SE1 SEDIMENTATION AND SOIL EROSION CONTROL DETAILS MATERIALS ON NCOOT MAINTAINED PAVED ROADWAYS AND IS PROHIBITED FROM STOCKPILING SHALL BE STEEL ENCASED WITH CASING dEMENT. QUANTITIES OF ENCASED DRYBORE FOR WHICH PAYMENT t
1303015E2 SEDIMENTATION AND SOIL EROSION CONTROL DETAILS OF TRENCH EXCAVATION OR SPOIL MATERIAL ON NCOOT MAINTAINED PAVED ROADWAYS. THE BEYOND THE EDGE OF PAVEMENT. QUAD COST OF HAULING AND OFF-SITE STOCKPILING OF THIS CLASS OF EXCAVATED MATERIALS SHALL BE MADE WILL BE BASED UPON T BASED UPON THE ACTUAL LENGTH SPECIFICED BY THE REGULATING 38. EXISTING AND PROPOSED WATER AND SEWER SERVICES:
ANTI-SEEPAGE COLLAR DETAIL SHALL BE INCLUDED BY THE CONTRACTOR IN HIS UNIT PRICE BID FOR THE PIPE RIGHT-OF WAY AGENCY AND APPROVED E 4D APPROVED BY THE ENGINEER. NO PAYMENT SHALL BE MADE FOR ag°o ,J~ p 'I:
)UIRED BUT LEFT IN PLACE FOR THE CONVENIENCE OF THE A. WATER AND SEWER SERVICES SHALL BE PROVIDED AT EVERY RECORDED LOT OF RECORD. Cgv~x°s y<
130301SE3 SEEDING PREPARATION, SILT BAG AND TEMPORARY INSTALLATION. DRYBDRE CASING NOT REQUIRED BUT LE CONTRACTOR. EVERY EXISTING DWELLING UNIT. OR AS DIRECTED BY THE ENGINEER. IN CASES WHERE cl~ ~f ¢ c. LARGE UNDEVELOPED OR AGRICULTURAL TRACTS OF LAND HAVE FRONTAGE ALONG THE yow V) a °
SEDIMENT TRAP W/BAFFLES DETAILS 7. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING. INSTALLING. MAINTAINING AND REMOVING SIGNS. BARRICADES. LIGHTS. ETC,. IN ACCORDANCE WITH THE MANUAL OF 29, WHEN A WATER MAIN IS TO BE INS E IS TO BE INSTALLED UNDER AN EXISTING STORM DRAIN OR GAS PROPOSED WATER OR SEWER MAIN. THE ENGINEER MAY DETERMINE TO DELETE OR OMIT
UNIFORM TRAFFIC CONTROL DEVICES. LATEST EDITION. FOR LANE CLOSURES OR DETOURS ON MAIN. BUT NOT A SANITARY SEWER. A 4ftr SEWER. A PIPE JOINT ON THE WATER MAIN TOBE INSTALLED SERVICES TO THESE LARGE TRACTS OF LAND AS PART OF THIS CONTRACT,Q
CITY STREETS. CONTACT THE CITY TRAFFIC ENGINEER AT 252-972-1123 FOR APPROVAL OF SHALL BE CENTERED ON THE EXISTING THE EXISTING STORM DRAIN OR GAS MAIN. TO THE EXTENT
z APPAROPRIATE INSTALLATION. FOR LANE CLOSURES OR DETOURS ON NCDDOT ROADWAYS, POSSIBLE THE EXISTING STORM DRAIN CD CONTACT THE DISTRICT ENGINEER AT 252-459-2126. CONSTRUCTION SIGNING SHALL BE MAINS TO BE INSTALLED UNDER EXIST] STORM DRAIN OR GAS MAIN SHALL NOT BE DISTURBED. WATER B. ALL WATER SERVICES SHALL BE THREE-QUARTER INCH (3/4 ) SERVICE UNLESS UNDER EXISTING STORM DRAINS OR GAS MAINS SHALL BE OTHERWISE NOTED ON THE DRAWINGS OR DIRECTED BY THE ENGINEER. THE INSTALLATION
CONSIDERED INCIDENTAL TO PIPE LINE COSTRUCTION AND THE CONTRACTOR SHALL INCLUDE INSTALLED BY UNCASED BRYBORE OR TL 3RYBORE OR TUNNELING. THE COST OF UNCASED DRYBORE PIPE SHALL BE IN ACCORDANCE WITH STANDARD DRAWING 5.5 OF THE MANUAL AND SHALL INCLUDE
a THE COST OF SUCH WORK IN THE UNIT PRICE BID FOR PIPE INSTALLATION. INSTALLATION SHALL BE INCLUDED BY U INCLUDED BY THE CONTRACTOR IN HIS UNIT PRICE BID FOR THE THE FOLLOWING: (1) TAP OR TAPING SADDLE AS APPROPRIATE; (2) CORPORATION STOP: s
PIPE INSTALLATION, (3) SERVICE LINE. BORE UNDER ROADWAY IF APPLICABLE; 14) METER BOX WITH CRUSHED
8. THE CONTTRACTOR SHALL BE RESPONSIBLE FOR AND CORRECTING ANY AND ALL DAMAGES TO PROPERTY, BOTH PUBLIC AND PRIVATE. CAUSED BY HIM DURING THE EXECUTION OF HIS 30. WATER MAINS SHALL BE INSTALLEE STONE; (5) CURB STOP, BRASS CLAMPING DEVICE. AND END CONNECTOR. THE SERVICE r..
Z WORK. THE COST OF REPLACING OR REPAIRING SUCH DAMAGED PROPERTY TO THE ORIGINAL VERTICALLY BELOW THE DEEPEST PORT] w BE INSTALLED A MINIMUM DEPTH OF THREE FEET (3 1 WITH THE LISTED ITEMS SHALL BE INSTALLED BY THE CONTRACTOR COMPLETE. SET TO )EEFEST PORTION OF A DITCH. STREAM OR CREEK CROSSING 8€D. GRADE. TESTED. AND READIED FOR METER PLACEMENT. METERS AND THE SETTING OF S MAY BE DECREASED TO TWO FEET (2 ) AT ROADSIDE DITCH AS METERS SHALL BE THE RESPONSIBILITY OF THE CITY AND THIS WORK WILL BE PERFORMED L~ z 3
n CONDITION SHALL BE INCLUDED BY THE CONTRACTOR IN HIS UNIT PRICE BID FOR THE PIPE COVER OVER ENCASEMENTS MAY BE DICE
INSTALLATION. LONG AS COVER OVER THE CARRIER PIF E CARRIER PIPE IS MAIANTAINED AT THREE FEET (3 3. AT NO ADDITIONAL COST TO THE CONTRACTOR. THE CITY SHALL RECORD INITIAL METER
x O READINGS FOR SERVICE START-UP. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORD WSJ Z
O 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL CORRECT ANY AND ALL DAMAGES 31. RELATION OF WATER MAINS TO SAF MAINS TO SANITARY SEWERS: DRAWINGS OF THE METER INSTALLATION AND TAP CARDS WITH TIE-DOWNS TO METER BOXES. Lli
n TO EXISTING UTILITES. STORM DRAINAGE AND OTHER FACILITIES CAUSED BY HIM DURING n T THE EXECUTION.OF HIS WORK WHETHER SUCH ITEMS ARE SHOWN ON THE DRAWINGS OR NOT. A. LATERAL SEPARATION OF WATER MAI OF WATER MAINS AND SANITARY SEWERS; C. ALL SEWER SERVICES SHALL BE FOUR INCH (4 ) SERVICE UNLESS OTHERWISE NOTED ON
w_ THE COST OF REPLACING OR REPAIRING SUCH DAMAGED EXISTING UTILITES. STORM THE DRAWINGS OR DIRECTED BY THE ENGINEER. THE INSTALLATION SHALL BE IN U
DRAINAGE AND OTHER FACILITIES TO THE SATISFACTION OF THE ENGINEER SHALL BE 1) HORIZONTAL SEPARATION OF AT LEI ION OF AT LEASWT TEN FEET (10 ) SHALL BE MAINTAINED ACCORDANCE WITH STANDARD DRAWING 4.12 OF THE MANUAL AND SHALL INCLUDE THE ui
INCLUDED BY THE CONTRACTOR IN HIS UNIT PRICE BID FOR THE PIPE INSTALLATION. BETWEEN WATER MAINS AND SANITARY S 4D SANITARY SEWERS. WHERE LOCAL CONDITIONS OR BARRIERS FOLLOWING: (1) IN-LINE SERVICE WYE WITH PUSH-ON JOINTS; (2) SERVICE PIPE. BENDS:
PREVENT A TEN FOOT (10 ) LATERAL ' 10. FENCES DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED BY THE LATERAL SEPARATION. ONE OF THE FOLLOWING SHALL APPLY: (3) BORE UNDER ROADWAY IF APPLICABLE; (4) CLEANOUT WITH PLUG. SERVICE LINE PLUG.
CONTRACTOR. THE CONTRACTOR SHALL INSTALL TEMPORARY FENCING TO PREVENT ESCAPE OF o. MAINS SHALL BE INSTALLED SUCH I TALLED SUCH THAT THE WATER AND SEWER MAINS SHALL BE LAID AND STONE BEDDING. THE SERVICE WITH THE LISTED ITEMS SHALL BE INSTALLED BY THE Q 0 Q CONTRACTOR COMPLETE. SET TO GRADE, TESTED. AND READIED FOR SERVICE CONNECTION.
LIVESTOCK. WITHIN SEPARATE TRENCHES WITH THE 4ES WITH THE EELEVATION OF THE BOTTOM OF THE WATER MAIN AT
LEAST EIGHTEEN INCHES (18 ) ABOVE (18 ) ABOVE THE TOP OF THE SEWER. D. ALL SERVICES FOUR INCH (4 ) AND SMALLER, WHICH CROSS A ROADWAY OR MORE THAN I.L.
11. ALL FENCE CROSSINGS OF PIPE LINE BEING CONSTRUCTED SHALL BE REPLACED WITH FENCE OF LIKE MATERIAL.INCLUDE IN REPLACEMENT A GATE TEN FEET (10 ) OR WIDER OF OR ONE LANE OF ROADWAY, SHALL BE INSTALLED BY UBNCASED DRY BORE AND JACK METHOD. :D
LIKE MAT€ERIAL AT EACH FENCE CROSSING BY PIPE COSNTRUCTIGN. COST OF REPLACING 39. WATER AND SEWER SERVICE CONNECTIONS:
FENCES AND PROVIDING GATES SHALL BE INCLUDED IN UNIT PRICE BID PER LINEAR FOOT b. MAIN MAY BE INSTALLED IN THE Si _ED IN THE SAME TRENCH AS LONG AS THE WATER MAIN IS
OF WATER OR SEWER PIPE. INSTALLED ON AN ELEVATIED BENCH AE LIFO BENCH ABOVE THE SEWER WITH THE ELEVATION OF THE BOTTOM A. ALL HOUSEE CONNECTIONS SHALL BE LAID TO THE RIGH-OF-WAY LINE OR EASEMENT
OF THE WATER MAAIN AT LEAST EIGHTE LEAST EIGHTEEN INCHES (18 ) ABOVE THE TOP OF THE SEWER. LINE. AS SHOWN ON THE DRAWINGS. OR AS DIRECTED BY THE ENGINEER. ~
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS CONSTRUCTION OPERATIONS TO EXISTING USGS. NCGS. NCDDT AND OR CITY OF ROCKY MOUNT B. CROSSING OF A WATER MAIN OVER F MAIN OVER A SANITARY SEWER MAIN: B. WHERE AN EXISTING SERVICE IS IN PLACE. THE CONTRACTOR SHALL TIE-IN THE
MONUMENTS. THE CONTRACTOR SHALL. AT HIS COST. REPAIR. REPLACE OR RESET ANY EXISTING SERVICE TO THE NEW SYSTEM.'-
MONUMENTS SO DISTURBED BY HIM AS DETERMINED BY THE ENGINEER. THIS WORK SHALL BE I) WHENEVER IT IS NECESSARY FOR A ESSARY FOR A WATER MAIN TO CROSS OVER A SANITARY SEWER MAIN
DONE BY A REGISTERED LAND SURVEYOR. OR A SANITARY SEWER MAIN TO BE BOF 0.IN TO BE BORED UNDER A WATER MAIN. THE MAINS SHALL BE C. FOR WATER SERVICE INSTALLATION WHERE PROPERTY OWNER IS NOT CURRENTLY SERCVED V)
INSTALLED IN SUCH MANNER THAT THE 4ER THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN BY CITY WATER. THE CONTRACTOR SHALL INSTALL A SERVICE TO THE PROPERTY LINE AS V)
13. THE CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY INCHES (18 ) IN A VERTICAL PLANE I 3 CORNERS. IF THE WORK REQUIRES THE REMOVAL AND RESET OF PROPERTY IRONS. THIS LOCAL CONDITIONS OR BARRIERS PRVED TICAL PLANE ABOVE THE TOP OF THE SANITARY SEWER. WHERE CLOSE AS POSSIBLE TO THE EXISTING WELL, HOUSE LEAD TO LOCAL WATER SYSTEM. HOSE Lli 4RRIERS PRVENT AN EIGHTEEN INCH (18 ) VERTICAL SEPARATION, BIB AT FRONT OF HOUSE. OR AS DIRETED BY THE ENGINEER.
2 WORK SHALL BE DONE BY A REGISTERED LAND SURVEYOR. BOTH THE WATER MAIN AND THE SANIT/ 4D THE SANITARY SEWER MAIN SHALL BE CONSTRUCTED OF FERROUR Q -
MATERIALS AND WITH JOINTS THAT ARE INTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS. THE D. FOR SEWER SERVICE INSTALLATION WHERE PROPERTY OWNER IS NOT CURRENTLY SERCVED < t,
re 14. THE CONTRACTOR SHALL GRAVE, SHAPE AND SEED THE RIGHT-OF-WAY AFTER JOINTS SHALL BE LOCATED A DISTANCE Q CONSTRUCTION OPERATIONS ARE COMPLETED IN A PROPER MANNER TO AVOID PONDING OF cD A DISTANCE OF TEN FEET t10 ) ON EACH SIDE OF THE POINT BY CITY SEWER. THE CONTRACTOR SHALL INSTALL A SERVICE TO THE PROPERTY LINE AS
OF CROSSING. U~ WATER. THE CONTRACTOR SHALL RESEED AND MULCH ALL DISTURBED AREAS OUTSIDE OF CLOSE AS POSSIBLE TO THE EXISTING SEPTIC TANK. DRAIN LINE FEOM HOUSE. OR AS Z
z PAVEMENT. SEEDING AND MULCHING SHALL BE DONEE WITHIN 30 DAYS OF COMPLETION OF C. CROSSING OF A WATER MAIN UNDER DIRETED BY THE ENGINEER. - 0 R MAIN UNDER A SANITARY SEWER MAIN: I--
BACKFILL. 40. PERMANENT SEEDING SCHEDULE: LL
w 1) WHENEVER IT IS NECESSARY FOR A ESSARY FOR A WATER MAIN TO BE BORED UNDER A SANITARY SEWER 0
15. SCARRED TREES SHALL HAVE THE. SCARS TRIMMED AND ASPHALT PAINTED. MAIN OR A SANITARY SEWER MAIN TO a NER MAIN TO CROSS OVER A WATER MAIN, BOTH THE WATER MAIN A. FOR WELL TO POORLY DRAINED SOILS WITH GOOD MOISTURE RETENTION: (Z U
Lci - AND. THE SANITARY SEWER MAIN SHALL 2 MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS WITH ::D HATER MAIN STANDARDS. THE JOINTS SHALL BE LOCATED A SEEDING MIXTURE V) V)
u 16. WHERE BENCHING OF SEWER TRENCH IS REQUIRED. CONTRACTOR SHALL CONSTRUCT A u JOINTS EQUIVALENT TO WATER MAIN ST (10 ) ON EACH SIDE OF THE POINT OF CROSSING. SPECIES RATE LB/ACRE W
a BERM AT THE TOP OF THE SLOPE. DISTANCE OF TEN FEET (10 ) ON EACE
17. USE AND STORAGE OF EXPLOSIVES ON WORK SHALL CONFORM TO STATE, FEDERAL AND 32. DEACTIVATE AND DISCONNECT EXIS &CONNECT EXISTING WATER MAINS:
LOCAL LAWS AND REGULATIONS. " A. THE CONTRACTOR SHALL DEACTIVATE TALL FESCUE (KY 31) 50 Q
> 18. THE CONTRACTOR SHALL PLUG OPEN END OF PIPE(S) AT ENO OF DAY. DISTRIBUTION SYSTEM ALL EXISTING V '_L DEACTIVATE AND DISCONNECT FROM THE CITY WATER BERMUDA 25 r 'L EXISTING WATER MAINS BEING REPLACED WITH NEW WATER CENTIPED 5
MAINS. THE DEACTIVATION. DISCONNE ION. DISCONNECTION. REMOVAL AND DISPOSAL OF THE OLD WATER < IF
19. THE COST OF CONCRETE COLLARS AND PLUGS SHALL BE INCLUDED IN UNIT PRICE OF PIPING AND THE INSTALLATION, TEST] .ATION. TESTING AND PLACING INTO OPERATION OF THE NEW WATER B. SEEDING NOTES:
PIPE UNLESS OTHERWISE NOTED IN PROPOSAL. PIPING TOGETHER WITH ALL NECESSARI ALL NECESSARY FITTINGS. PLUGS. VALVES. ETC.. REQUIRED TO
COMPLETE THE INSTALLATION. SHALL E 20. THE COST OF ADAPTORS, TRANSITIONS, PIPE JOINT LOCKING DEVICES, REQUIRED FOR OF THIS WORK SHALL BE INCLUDED IN TION. SHALL BE FURNISHED AND INSTALLED COMPLETE. THIS COST 1. FROM SEPTEMBER 1 THRU FEBURARY 28; INCREASE RATE OF BERMUDA GRASS (HULLED)TO INCLUDED IN THE UNIT PRICE BID FOR PIPE. INCLUDED IN THE
CONNECTIONS AND OR TRANSITIONS OF P.U.C.. C.I.P. AND D.I.P. SHALL BE INCLUDED IN UNIT PRICE OF THE NEW PIPE SHALL E PIPE SHALL BE THE REMOVAL AND DISPOSAL OF VALVE BOXES ON 2. SEEDED AREAS SHALL BE CULTIPACKED TO FORM SEEDBED AND COVER AREAS. DATE:MAR 24. 2008
UNIT PRICE OF PIPE. THE ABANDONDED PIPE. F
C. SOIL AMENDMENTS: DESIGNED BY: TAD;
21. AT ALL LOCATIONS WHERE A PIPE MUST BE INSTALLED INSIDE A DITCH OR AT A CREEK B. WATER MAINS TO BE ABANDONED BY ABANDONED BY BEING DISCONNECTED FROM THE CITY DISTRIBUTION
CROSSING TO ALLOW CONTRACTOR ACCESS, THE PIPE SO INSTALLED SHALL BE LEFT IN SYSTEM ARE SHOWN ON THE DRAWINGS F PLACE. PIPE SHALL BE EIGHT INCHES (8 1 IN DIAMETER OR LARGER UNLESS OTHERWISE CONTRACTOR SHALL FIELD VERIFY THE if DRAWINGS FOR CONTRACTORS CONVENIENCE ONLY. THE 1. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS. GENERALLY APPLY 3,000 TO TECHNICIAN: RCS D VERIFY THE EXACT SIZE, TYPE. AND LOCATION OF WATER MAINS 5.000 LB/ACRE GROUND AGRICUL-TRUAL LIMESTONE AND 500 LB/ACRE OF 10-20-20 CHECKED BY,TAD.JR
DETERMINED BY THE ENGINEER. THE COST FOR INSTALLING THIS PIPE SHALL BE INCLUDED PROPOSED TO BE ABANDONED. THE WA1 4ED. THE WATER MAINS SHOWN ON THE DRAWINGS TO BE ABANDONED FERTILIZER. USE THE LOWER RATE ON SANDY SOILS
IN THE UNIT PRICE BID PER LINEAR FOOT OF WATER OR SEWER PIPE. ARE SHOWN BASED UPON THE BEST INF( THE BEST INFORMATION THE CITY HAS WITH RESPECT TO THE WATER
MAIN SIZE, LOCATION AND TYPE MATEF ID TYPE MATERIAL. D. MULCH: REVISIONS
22. WHERE A CUT-IN MANHOLE (DOGHOUSE) IS SHOWN ON THE DRAWINGS OR REQUIRED BY THE ENGINEER, THE MANHOLE SHALL BE INSTALLED OVER THE EXISTING PIPE. THE 33. TIE-IN OF NEW WATER MAINS TO E F ER MAINS TO EXISTING WATER MAINS: 1. APPLY 4.D40 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE NO. DATE
EXISTING PIPE SHALL BE PROPERLY GROUTED AT ENTRANCE AND EXIT POINTS OF THE MULCH. ANCHOR STRAW BY TACKING WITH LIQUID ASPHALT OR ANCHOR BY NETTING, r
MANHOLE. BENCHES SHALL BE BUILT-UP TO 80% OF THE DIAMETER OF THE PIPE AND THE A. NEW WATER MAINS SHALL BE CONNE( ALL BE CONNECTED TO EXISTING WATER MAINS IN THE MANNER AND ROVING. OR CRIMPING WITH A MULCH ANCHORING TOOL. HYDRAULIC TACKING MATERIALS
TOP OF THE PIPE ABOVE THE BENCH BROKEN-OUT TO ALLOW ACCESS TO PIPE INTERIOR. AT THE LOCATION SHOWN ON THE DRAW] ON THE DRAWINGS OR DIRECTED BY 'THE ENGINEER. EXISTING SHALL BE USED IN HIGH QUALITY WATER (HOW) ZONES, OUTSTANQOING RESSQURCE WATERS
WATER MAINS WHICH ARE TO BE ABAND( TO BE ABANDONED ARE ALSO SHOWN ON THE DRAWINGS FOR (GRW). AND CRITICAL HABITAT. A DISC HARROW WITH BLADES SET NEARLY STRAIGHT
Ir 23. THE CONTRACTOR SHALL INSTALL ALL UTILITY PIPING ON PAVED ROADS A MINIMUM OF REFERENCE AND CONVENIENCE ONLY. 1 W FIVE FEET (5 I OUTSIDE OF THE EDGE OF THE EXISTING PAVEMENT UNLEESS NOTED DRAWINGS FOR CONTRACTORS CONVENIEP ENCE ONLY. WATER MAINS TO BE CONNECTED ARE SHOWN ON THE (VERTICAL) CAN BE USED AS A MULCH ANCHOR. DRS CONVENIENCE ONLY. EXISTING WATER MAINS ARE SHOWN BASED
OTHERWISE ON THE DRAWINGS. WATER MAINS AND FORCE MAINS SHALL BE CONSTRUCTED UPON THE BEST INFORMATION AVAILABL TION AVAILABLE TO THE CITY WITH RESPECT TO THE SIZE, E. MAINTENANCE;
WITH A MINIMUM OF THREE FEET (3 ) OF COVER. LOCATION, AND TYPE OF MATERIAL. 1 z MATERIAL. THE CONTRACTOR SHALL VERIFY THIS INFORMATION
PRIOR TO OF W"ftI 16TkvjPE. FITTIP ~ff~JP£.. FITTINGS. VALVES. COUPLINGS, ETC., TO MAKE THE 1. IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR `
24. CONTRACT DRAWINGS MAY NOT SNOW ALL DRIVEWAYS. WHEN THE DRAWINGS DO SHOW THE TIF-IN. At`1^nPnfAlf: Tn GMl TtCTC. nP TnPrPf(ZC WITH 9M) i R/Ar AL 1-9t)-9t) GCRT11 17GR_ SCALES
G INSTALLATION OF SANITARY SEWER PIPING. STORM DRAINAGE PIPING AND OR WATER MAINS V AS SHOWN
q CROSSING PAVED DRIVEWAYS. THE ENGINEER SHALL MAKE A DETERMINATION AS TO THE 1. ALL DRAWING SCALES ARE AS NOTE[ ARE AS NOTED ON EACH INDIVIDUAL DRAWING EXCEPT WHERE RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
PRACTICALITY OF INSTALLING THE PIPE LINE BY BORING UNDER THE DRIVEWAY. IN LIEU NOTED OTHERWISE. 0 C
OF BORING UNDER THE DRIVEWAY(S), THE ENGINEER MAY DIRECT THE CONTRACTOR TO PROJ. NO. DIV.
OPEN-COT THE TRENCH BY SAWING. BREAKING. REMOVING AND DISPOSING OF EXVATATED 50' 25' 0' S0` a PAVING MATERIALS. CONTRACTOR SHALL BACKLLAANDYCOAFTER MPACT T THE INSTALLATION 50' 100' 150' 1890 A
TRENCH AND REPLACE PIPELINE. THE E THE CONCRETE OR t-
V) BAR SCALE-1 BAR SCALE-1"=50' DRAWING NO.
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PAUL D. WHITLEY, JR. ET-ALS INSTALLED BY DRY BORE AND BACK -
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A = 14°26`38" RT. NO [2ELINIATEt1 57 800396,1694 2334049.2534 117.30 MH#57 142+91.40 o U V) -i
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36" STEEL ENCASEMENT TO BE wi
INSTALLED BY DRY BORE AND JACK < {n I
25 PERMANENT EASEMENT r _ Q
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CP J--------/ _,100 YEAR FLOOD p ,m &
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f / ~9~ r?
O
Q NOTES:
4 ~ / t~ t ~p 1a , ~ tt z
A. ALL WETLANDS IDENTIFIED AS NWI WERE FIELD VERIFIED n p
BY THE CITY ENGINEERS AND SURVEYORS AND ANY DIFFERENCE
z PROPERTY OF (ADDITION) TO THE NWI BOUNDARIES HAS BEEN DELINEATED ON
w CHARLES L. a MATTIELEEN JOHNSON THE PLANS. D DO. 947 PG. 643 B. ALL WETLAND AREAS WITHIN CONSTRUCTION AREA ARE TO BE
e i O ~9p /LAID F r PROPERTY OF (f) Z :D
Y RESTORED TO ORIGINAL GRADE. CONTRACTOR TO PROVIDE 4 x J CHARLES L. & MATTIELEEN JOHNSON
NOTE: PRE AND POST SURVEY DATA ALONG ALIGNMENT TO ENGINEER TO MO t O~ 08. 947 PG. 643
THE PLAN AND PROFILE SHOWN ON R THESE DRAWINGS IS TAKEN BY AERIAL C. EVERY EFFORT WILL BE MADE TO REDUCE AND MINIMIZE CLEARING n t 0:~ ~q
TOPOGRAPHY OF THE E CITY TY OF ROCK Y VERIFY COMPLIANCE. -MOUNT AND NOT FROM A PHYSICAL AND DISTURBANCE TO WETLANDS ALONG THE ALIGNMENT
SURVEY. WITHIN THE PERMANENT AND TEMPORARY CONSTRUCTION EASEMENTS.
ui r=} `•D f
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cr- LL- CL 175
175 ~ - Y . Sib o- ( ® r
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{
115 - 115 DATE:DEC9 2008
~s
DESIGNED BY: TAD r:
ky
- - TECHNICIAN: ROB r
105 - Y - - 105 CHECKED BY:TAD,JR r'
k
REVISIONS
- NO. DATE
- 95"-
95 r
w G'
m
z 85
85
SCA3 FS
HQR17.;.1- 50.
Q - VERT. e 1 " = 10`
7 PRC3J. N4. DIV
a 75
a 1890 A
DRAWING NO.
180+00 189+00 582+00 183+00 984+00 185+00 186+00 987+00 988+00 189+00 } 190+00 191+00 192+00 193+00 194+00 195+00 18900118A
COPYRIGHT 9 2000 - ALL RIGHTS RESERVED - TROY DORY AND ASSOCIATES. INC. r>
r`

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r + , ,i_,i"r'•' .I„'"..' -'"~''-,s''..`''P ?27.5 ? \ f i ~ ~„q" t qq" r ff r J jG ± \ V)jj t\t ~ U K
L j ° ~1,7
co 0 V vv 0 V) z
,P ' i 126.6 { °°v 5P ~ r/~•' F
Q as ,.,~6m_
25' PERMANENT EASEMENT ~k'4y I-
15' CONSTRUCTION EASEMENT z 4;-
~_J,..,..J-----.•- 127.4 ° 0
334 qk 1 V) I 4 a 36
_ C PIPE @ 0.72% ~L Z~ - "'~'4•. LLJ
m f a - I a t I a ..'V o .e
°a t29.2 _ ; 429.2 a,r 132-_.-_.~-
0 7
o ,-'{!P P e _ too r DROP MH#~-76 r/ ZO € 2 8 F ER I B EER IMPACT 1 °a ~ U w hI J
$TA 202+73.78 4,9 ffe~e F' -,•e,q l 6 f ' / .+"~`Rqf V 6 130
a ~yG / s /rqP .•5~,a ' `,+<o~ d = 22P11 00 RT. in 4a ' 't(-'l~npi~t~`^' j
q\RIM ELEV 132.48` ZO V}VC 4.
ty( 6 t ~sP 4 qq------r MH#-75 STA 0+00 tt I '
cr MH#-74 STA 199+42.34 ~P<°•, 35°02 Oi LT> Pte. t ' ° I N~,R T 121.79 o t ON
rSTA 19672.78 Q = 17* 25' 13 RT.
J~~je~'T ' 4 = 22°27'12" R RIM ELEV 131.22 803218.45 t , 1 'A 3295112 s 7 as ~P d
N 802938.37 y RIM ELEV 128.37 ° 4 -'E
~i N 802764.20 E 2320711.36 .ti pa<~ 1I E 2329917.09 H#-77 ° ov & .v °aa 4 is 3 0 [
z
STA 204+67.51 ° v ccl v I
a ~q °aa° jj~ w VI co t rPROPERTY OF Q
RIM ELEV 132.99 \ CHARLES L. $ MATTIELEEN JOHNSON
N 803409.14 ° \ y DB. 1147 PG. 802
2329500.00 a l ~ 30.6 -L~•.. ,
16868.5_.
1s rJJr •I irl A H C pI~ 0.7 _ t32 ~_~Ra o0 o°W
IF I PROPERTY OF ZaiARLES L. & MATTIELEE JOHNSON ~
P 1 y O PVC -1pE @ o' 12X '4$m $
t ' v 134.7 DB. 947 P0. 641
- _ Y r H 2 e \ _ \ s ovD V3
- - - - - - - - - - - -
z ws# 78 U P"'y,OOD STA 206+34.02
06+34.02 p r u
v 900 = 50°43`12 NOTES; v 0 1 RIM ELEV 133. ,0 43 12 LT.
f A. ALL WETL, DS IDENTIFIED AS NWI WERE FIELD VERIF ED ! N 803567,70 LEV 133.87 A s °v MH#-79 ST 209+40.18 oQ ° 3567. 70 i STA 208+02.57 A = 29047'07" LT.
E ~P BY THE/CITY ENGINEERS AND SURVEY{{ORS AND ANY DIFFERENCE ~E 2329550.85 acv 9550-85
(AD~ION) TO THE NWI BOUNDARIE& HAS BEEN DELINEATED ON w \ .Q = 03001' 18" RT. 'm RIM ELEV 135.42
° E PLANS. f v Rp~IM ELEV~[~135.56 N 803828.43 LLJ
ALL WETLAND AREAS WITHIN CON RUCTION AREA A E TO BE / ~ 1V 8037t}9. 16 140 E~ E 2329459.20 Soi e5~
o NOTE: RESTORED TO ORIGINAL GRADE CONTRACTOR TO PR VIDE 11 4 j z LLJ
m THE PLAN AND PROFILE SHOWN ON PRE AND POST SURVEY DA. ALONG ALIGNMENT TO NGINEER TO
° THESE DRAWINGS IS TAKEN BY A£ft1AL RITY fiO PM LANCE. 1 TOPOGRAPHY OF THE CITY OF ROCKY sQ r'r
MOUNT AND NOT FROM A PHYSICAL EVERY EFFORT WILL BE MADE TO REDUCE AND MINI IZE CLEARING ' f
SURVEY.,54/ AND DISTURBANCE TO WETLANDS ALONG THE A ENT a f
WITHIN THE PERMANENT AND TEMPORARY ONSTRUCTION EASEMENTS>I -j U Ngf
LLJ -j LLI u
180 -
T - 180 I®~ Ee LL
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120 120 I)ATE:DEC9 2008
1- DESIGNED BY: TAD
TECHNICIAN: RCB
110
110 CHECKED BY:TAD.JR s
REVISIONS
NO, DATE
100 r,
- - - - - - - 100
u co
z 90
c~ z 90
a - - -c~a - - _ HORIZ. = 1 ° = 50
o - - I-F - V€RT.> 1" = 10
a 80
IV,
U 1 8 9 fl A r I I
Z DRAWING NO.
205+00 206+00 207+00 208+00 209+00 210+00 1890011 9A
g 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 COPYRIGHT 0 2008 - ALL RIGHTS RESERVED , TROY DORY AND ASSOCIATES, INC,

p. ;
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NOTE: v, - h tf::v
THE PLAN AND PROFILE SHOWN ON ~ fYEAm- L00D
IN, THESE DRAWINGS IS TAKEN BY AERIAL P~ ~Y xr 38.7 i^LVfYE 1; VVV t ° r Imo` N
TOPOGRAPHY OF THE CITY OF ROCKY • d p + mmm_ MOUNT AND NOT FROM A PHYSICAL .a Pa ° ~y ZONE 2r't ° V LLJ ~ Y 21- LLJ Qo r
SUR R - `mr P, ° ell
YEAR FLD4 C (\j i
FL00 N 805099. z TAR/PAM-'' 0 c/) Z [
i 111 4 YE a ° 4 mFL a4.- fs. M ZQ BUFr R,,-..;E 2328966.7 ~ LtJ (Lt~J
~A9 G~ ePd `ha / / dl ~
0 t---t j
f ,y~q 0 F_
cr_ ° N 805036.96.
Af T ~E 2329431.78, 44gt < V)
<
TAR/PAM
1~ r
L1j r
FL00DWAY in A
1 p `y 2 w - _JN
+ Ll t~ ° 1 G its
p f O r t.t \ p r
TAR/! AM zONE ,Z tlF'FS IMPAG1 #2,_.--`'~' J ~s \ \ 14$~~ i pA a v ~~540 R ELII h~ ` VQ ~1
BUFFER 100DWA
95 ANA c~tt . o a a
ISO
SfiA 213+63.85 14° <Z ZD~1~ A - IQ 39044 42 RT.
'-m'm0 YEAR FLOOD RIM EIEV 131,06 0 m W 01 z t3 \ If 4D (/T U 44
rm~_Q0 N 804183.15 SpQ - J ° t4 E 2329191.79 - y~~R ` \ ` r N t~} \\\\\\\1`\\\4, V \
yd t~~ rf r ~ QA/ I Q~ Y
Y' r r
MH#-81 YEAR fL00D ~4~ ^a, v v +ti l4t` 4
p STA 216+36.95 110
sz~ pp dl , © = 39°03'50!1 RT. i42 1 t w
4 d RIM ELEV 136.17 / MH#-83 ` ~A _ ` - d` N 803877,24 4 216+53-8
E 2329307.01 ATA 00* 00'40" jq"'~ 4 w
RIM ELEV 140.74
N 804457.13 I
E 2329286.69 ° `.`•v ~~y \ eo 4'p° ~ k }
~ a 5 j i y i X40- ~ ( r4 d p 'v 'v 0 95
I PROPERTY OF Dense Teees 7$ [ ; .
1 I CH~RLESL\bMATTIELI' JOHNSON ' lr dP P 1 a ,dT C /ARLES . 8 MATTIELEEN JOHNSON''.. \
06.E 1797 PG. M2 SO I < f p S. 1797 PG. 802 1 r '7~'
4~
f 212.5' PER NENT E EMENTS LLJ
115' CONSTRU 10N EA EMEN Ad 16
° v t i ENO CON RUCTION t MH#-84 {ION { \ iJ
o Sao i STA 219+38,44 N 804761.82 Y,
D = 65°06`20" LT. uj LT. E 2329356.64 1 Z
RIM ELEV 147.39 .39 U o_ LLJ 0D x
N 804747.15 E 2329373,30
0
-j _j Cr
195 - 195 0- < CL
< LL_ r -
F- p
- - - -
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185 V'j a _ o 185
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175 - - - - - - 175 tF}
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° 165 N 165 0 O
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P P.
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P9 a DATE: DEC 23, 2008
PA
135 A R mM p0~ P b P 135 TECHNICIAN: RCB 4" F X I'd=
PPh IJ' CHECKED BY:TAD,JR f.
f ff z -
N Y
REVISIONS
125 125
NO. DATE
Y
115 - - - - - - - - - - 115
Y;
rn m L;
3 SCALES
z 105 105 HORIZ.: 1" = 50,
z - T-F
PROD. NO. DIV I 'F 1890
fl
a 95 95 SHEET NO•
U Ut OF r=>
DRAWING NO.
z 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 g 220+00 221 +00 222+00 223+00 224+00 225+00 18900120A

L{. i.
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NOTES: _TES: ALL WETLANDS I ENTIFIED AS NWI WERE FIELD VERIFIED 1 C? L 1 CV
1. LOCATION OF 98" DI PIPE CROSSING I-45 TO BE ro TARTP'AM FIELD LOCATED AND VERIFIED DURING CONSTRUCTION. i r BUFFER END COP
2. THE PLAN AND PROFILE SHOWN ON THESE DRAWINGS r~ - ,ENCI'CONS F2UCTiON~~ve ! BY THE CITY EGINEERS AND SURVEYORS AND ANY DIFFERENCE z LLJ
1$ TAKEN BY AERIAL TOPOGRAPHY OF THE CITY: ZONE 1' ` >H#€_4 (ADDITION) TO THE NWI BOUNDARIES HAS BEEN DELINEATED ON \ST A 9 +54a 7\4\\\ f THE PLANS. t N
OF ROCKY MOUNT AND NOT FROM A PHYSICAL SURVEY. STA 9+', Z e. RT~ +\i ALL WETLAND AREAS WITHIN CONSTRUCTION AREA ARE TO BE 0) 0 V) CD ELEV 134.53 RESTORED TO ORIGINAL GRADE. CONTRACTOR TO PROVIDE ~~f 0 W Lu
A 36, 1 tI ; i i z9.z \ ® _ 36*( )l'23 00
r , ZONE 2'.... RIM ELI n 1
A'~ ° N 802 ` $OZga3 € PRE AND POST SURVEY DATA ALONG ALIGNMENT TO ENGINEER TO f I-
m E 2328; E Z 32$75p<,92 I VERIFY COMPLIANCE. f~ Q CD
t 5,.1 4013 EVERY EFFORT WILL BE MADE TO REDUCE AND MINIMIZE CLEARING - _
I 1 ~1 ° rr r " 1 [n. T r I i AND DISTURBANCE TO WETLANDS ALONG THE ALIGNMENT o ,
1 1 < TAR PAM STA 5+81 O r WITHIN THE PERMANENT AND TEMPORARY CONSTRUCTION EASEMENTS.
MR 3 ZONE 2`' i i 1 .14 l 1
BU F R A = 33° 3?' 11 " RT. r 33.9 { D
l 1 r r-~ RIM ELEV 135.50 p / < VV )
s t STA O+' 0 LINE r# 2 i N 803081.50 7 t
1 ? r 4= 35"02101" LT. ; E 2329092.23 B p /
a I INVERT 121.04
131 ' =RIM ELEV 132.48 6 s: f ZONE 2 ~¢RAZ1
DROP,MH4-76 kA- PIPE .m z t =STA 202+73.78 LINE, # 1 ;52' PVCA~'--' t1 , 1 ' fl
U Q
IW i © 22911'00" R'T, r g13 d_v_ . ~€L OD z ~ i}$r MP T~c~t•' ~as.z ZONE 1
N\ 803218.45 O i Z 6 FF R I ACT at - f x
E',2329534.12 PEAR FLOOD f p f ` / / / ay 2~ U A Q§ z _ZONE 1~.
r ~ FLOOD
it l O A, , 6 LF 38" CgNCRETE ENCASEMENT
5D0 ,za.4 f r . { f f *'"j' Yfi~R ! 1 - { }fps 1 \ 'ER 13,
900 O ZONE
r~y ~ 1 r , , X99 rr 3 ~fl, f Q % /
9~ r V f i e 1
FLOOD STA 2+49.99 i X44 i 01 / 25 PERMANENT EASEMENT L1 = 36°54`15" LT. r r 15` CONSTRUCTION EASEMENT
f ~3~~ t ti Q x p `6 a
RIM ELEV 130.58
N 803314.64 q i it OOO, E 2329303.43 Z
1 f
aF
r : N J X ~3 40 l f a
140 C 1) Q 8 ` ~o O
l~ l]r~p s 7.67' 18" PV -ram-
1 ~ ~ i PIPE P 0.92% Q
ONE 211@UFFER IMPACT #3 - - - 'N'
~ ~ ~ AAA I ".I APP IMA E COORDINATES: ~ -
{ a r r AR ~ r N = 80 2070
11 t yG r E =2328,Z5S~U
v 1 i of r 10~ MH#-2 4 y? I TAR/RAM BUFFER °f ~,I ,YpFt STA 3+27. 9 ,a6 N INV. 725 z
LL / v it / Cf1 ,F k: ` r o r © = 43018'14" LT.
RIM ELEV 133.04 4 \ B (\j i i 6 B ~ i ~ ~ ~ co v)
0 0~ N 803295.50 ~P 6 r r' i ZONE 2 10' f 2329228.1$
s`y~', ~ Oil
a ~ f,~ ! r r~ ~ FIT r ~,it~y~ip~ / ELI
w / I <<OL '''.•F i i~ PROPERTY OF QQ %
ti ? t r c <Q r CHARLES L. & MATTIELEEN JOHNSON PROPERTY Of CU
Da. 9747 PG. 802 .y f OLD CARRIAGE VENTURES. LLB, U-i '
DB. 2118 PG. 363 LJ --1 -'-D
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125 125 DATE:DEC> 2008 _
- - - - DESIGNED BY: TAD
TECHNICIAN: RCB
115 115 CHECKED BY:TAD>JR
REVISIONS
NO. DATE
105 - _ - - - - - 105
r
tat
L
4 z g5 ~ - 95
9 4EFiz SCALES
2
HORIZ.: 1 = 50
VERT.: 1" = 10'
~ 85 85 PROJ. Np. DIV. - -
1890 A
v DRAWING NO.
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12-x-00 13+00 14+00 15+00 1 8900121 A
COPYRIGHT a 2008 - ALL RIGHTS RESERVED - TROY DOBT AND ASSOCIATES, INC.
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2° RAISED LETTERING !RECESSED FLUSM C-) LLJ
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~ CSC CONTRACTOR HAS THE OPTION OF USING Z f06 0
2 LAYERS OF 12" CLASS 1 RIP-RAP OR E
~1 } 11) HEX HEAD bib"-i6 X i 3/4" LONG COMPASS CREEK C7Q 1 LAYER EACH OF 12" & 6" CLASS 1 RIP-RAP -------t~
ZINC PLATED SOFT WITH ZINC WASHER 8 i
Q 8 REMOVABLE ZINC COATED SS NUT FOR 1/2" CUSTOMER TO ADD PADLOCK ~ppSAF2II~
COVER SECTION B-B FRAME SECTION B-B m J
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0 r 1/2° s/a^ OUTFACE
W J ESTIMATED WEIGH MIRAF I 60OX OR y o °3aais5o~"
COVER: 60 LBS C EQUAL ~dKt
2" FRAME; 85 LOS 4 ( Off;
UNIT; 146 LBS (1s -''T°-ta"
COVER SECTION A-A 36" 30" v ai
MATRRIAI SPECIFICATION O t9 1% MIN. c ° O
2T" DIA. COVER - GRAY IRON U N W Q
CAST-IN GROOVE FUR ASTM A48 CL35B CD V w
25 378" 02A. 114" DIA. NEOPRENE GASKET FRAME -GRAY IRON CONCRETE ENCASEMENT DETA If
1 5/e° ASTM A48 CL35B
x
NTS
RIP-RAP DETAIL FOR BANK STABILIZATION
112" 1/4" of E9fltdl)FACTFRFR NTS
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Ld
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0 LLJ z
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LESS THAN 14" 12"
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MORE THAN 36" 24 F- 0-
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tsl F'
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SHEET & BRACE TRENCH
AS REQUIRED BY 4 w O k
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DENSITY AS DETERMINED BY WATER. SEWER LINE Q uj N j- ,-a
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SELECT FILL
DATE;JAN9 2009 j`
c r-
NOTES DESIGNED BY: TAD i
v TECHNICIAN; RCB
1 SHAPE BOTTOM OF TRENCH TO FIT BOTTOM HALF ON SIDES OF AND BENEATH PIPE. CHECKED BY:TAD.JR
FOR SEWER PIPE BED BOTTOM HALF ON SIDES OF AND BENEATH PIPE WITH 4467
STONE. EXCAVATE UNDER EACH BELL SUFFICIENTLY TO PREVENT ANY LOAD ON BELL. REVISIONS r,
2. FOR TRENCH DEPTHS UP TO 16' WHERE ROCK OR NON-CUSHIONING MATERIAL IS NO, DATE
ENCOUNTERED IN TRENCH BOTTOM, A CUSHION AT LEAST 8" THICK OF 467 STONE y,
FOR SEWER LINES OR #5 STONE FOR WATER LINES SHALL BE PLACED BETWEEN
THE ROCK AND THE BOTTOM OF THE PIPE. SEE SPECIFICATIONS FOR TRENCH
m DEPTHS GREATER THAN 16`.
z 3. WHERE UNSTABLE SOIL IS ENCOUNTERED, EXCAVATE THE SOIL AS k r
DIRECTED BY THE ENGINEER AND BACKFILL WITH AT LEAST 8" OF
oon n}n n z u
#461 SIONE. IHE l3ACKFILI SHALL BE UUMPAClED AND SHAPED 10
FORM A BED FOR THE PIPE.
0 SHEET NO.
ti
a OF
a TRENCH BEDDIN H & BACKFILL DETAIL Y
Ln D DRAWING NO.
2 NTS a 130301D12
COPYRIGHT 0 2043 - ALL RIGHTS RESERVED - TROY DORY AND ASSOCIATES. INC.
F.

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fi.^
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° -2` ABOVE 100 YEAR FLOOD ELEV. SEE PLANS z L..I ~
USE SEALED MANHOLE COVER
WITH VENTED MANHOLE 0 cn z
~j -3/8"x3" FLAT BAR Lo Lu `
a EX. ANCHOR BOLTS Q C~ Q
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-f - - 3
a 3/6 x3 FLAT BAR BRACKET MANHOLE VENT DETAIL j•„ r
WITH 2-5/$"x4" EX. ANCHOR { I Y N I SEE PLAN-PROFILE
BOLTS. DO NOT WELD BRACKET FOR ANGLES Pa 'i i
TO VENT, BRACKET SHALL BE C~ p a" 6>
SHOP GALV. & COATED WITH
COAL TAR EPOXY j c m Q z o { V N v) ~ f .
5`--C"- ' I Y d a,
MAX. 41/2"O,D.x1/4" STL. PLATE SRS CIaA(
(TAPPED FOR 2" PLUG) I
WELDED TO BOTTOM OF VENT
7,_0„ Vao t ~ ao$ B
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PLAN ~610~
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z, Y -
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ull
10 1/2"
` QLL_
1 112" 1 112" 7 t/2" > LL.
0 Q
MANHOLE STEPS ff= MANHOLE STEPS
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11/16" HOLES DRILLED BRACKET FABRICATED
AS SHOWN FROM 3/8" STL. PLATE
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z PRECAST RISER TRANSITION g PRECAST RISER X PRECAST a i
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SECTION A--A CONTR. SHALL PROVIDE CONCRETE REVISIONS
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tS}
SILT FENCE Q DOTE MATTING ~ t•---REEK TEMPORARY SEDIMENT TRAP _g_ STONE CHECK DAM e s e ~ CD
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PROPERTY OF 36" STEEL ENCASEMENT TO TEMPORARY DIVERSION DITCH Malin OUTLET STABILIZATION ~ LL3
PAUL D. WHITLEY, JR. ET-ALS INSTALLED BY DRY BORE AND JACK b _ RIP-RAP 5 SQ. YDS. CLASS 8 MORE OR ® TEMPORARY GRAVEL CONSTRUCTION
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25' PERMANENT EASEMENT
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I 44 ° 9 ?t PIPE l 0. t2% f! ! ? t k rt°°ooaonoo I
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APR IM TE COORDINATES:a
J ~t 1 r o ti l r ~~y/ N = 80 .2070 U
f afi tiPRrd ' \ E =2324' 56. 08
N f INV. A- 125.7 I"
(Ik1 i TAR/RAM BUFFER o` ~'p s STA 327,59 I ti .,6~/ / f 4~ Lul
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7 c4 PRO €RTY DF
CHARLES L. 8 MATTIELEEN JOHNSON j / PROPERTY OF
OLD CARRIAGE VENTURES, LL (j ---I t DB. 2118 PG. 363 -J u
' ~ 4 i/ ° t ~ / DB. 1147 PG. 802
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NOTES: Q -1 r,
A. ALL WETLANDS IDENTIFIED AS NWI WERE FIELD VERIFIED V) n o
BY THE CITY ENGINEERS AND SURVEYORS AND ANY DIFFERENCE
3 (ADDITION) TO THE NWI BOUNDARIES HAS BEEN DELINEATED ON a 21 0~ Q
o THE PLANS. C r k .
B. ALL WETLAND AREAS WITHIN CONSTRUCTION AREA ARE TO BE o t--- £\i r
RESTORED TO ORIGINAL GRADE. CONTRACTOR TO PROVIDE ;7 J Q0
t- PRE AND POST SURVEY DATA ALONG ALIGNMENT TO ENGINEER TO CL _ C3 + t:
VERIFY COMPLIANCE. <C C> 4 0
w C. EVERY EFFORT WILL BE MADE TO REDUCE AND MINIMIZE CLEARING 0- ! f "
AND DISTURBANCE TO WETLANDS ALONG THE ALIGNMENT c.~zzfn
WITHIN THE PERMANENT AND TEMPORARY CONSTRUCTION EASEMENTS. 0 V) 0 < 11K
r- w r~ ~ V} V)
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w w r~ z I
V? LInI'
NOTES:
1. LOCATION OF 18" DI PIPE CROSSING I-95 TO BE
FIELD LOCATED AND VERIFIED DURING CONSTRUCTION.
DATE:DEC, 2008
DESIGNED BY: TAD
TECHNICIAN: RCS
t ,
CHECKED BY:TAD,JR,
LEGEND REVISIONS Y
-~-a SILT FENCE JUTE MATTING
TEMPORARY SEDIMENT TRAP .g_ STONE CHECK DAM NO. DATE
TEMPORARY DIVERSION DITCH OUTLET STABILIZATION
A RIP-RAP 5 SO. YES. CLASS B MDRE OR LESS AS REQUIRED BY ENGINEER I TEMPORARY GRAVEL CONSTRUCTION I
i f~ I ENTRANCE/EXIT
7 {@~,$t SILT BAG STRUCTURAL STREAM BANK STABILIZATION. iJ r. ySCALES
7 q
Z LIMITS OF DISTURBANCE t,) TEMPORARY STREAM CROSSING
NORIZ.; z = 50
s n SILT FENCE OUTLET C< VERT.: I" = I o
6 f:
l PROD. NO. DIV
a 1890 A
x U DRAWING NO.
N
Z Q 1 89001 SE8
g COPYRIGHT 0 7008 - ALL RIGHTS RESERVED - TROY DgBY AND ASSOCIATES- INC.
t: 4

EROSION AND SEDIMENTATION CONTROL NARRATIVE
PROJECT DESCRIPTION V j-
THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT AN 18° SEWER OUTFALL FOR THE CITY OF ROCKY MOUNT, NC ° rr
THE PROJECT IS OWNED BY THE CITY OF ROCKY MOUNT. u W N
THE CONSTRUCTION CORRIDOR IS 8,243 FEET IN LENGTH BY 40' WIDE. FILTER z w
FABRIC APPROXIMATELY 7.6 ACRES WILL BE DISTURBED DURING CONSTRUCTION. THE TRENCH WILL BE BACKFILLED TO EXISTING GROUND. 8' MAX. WITH WIRE
N
THE PROJECT IS SCHEDULED TO BEGIN CONSTRUCTION IN SUMMER 2009 WITH PROJECT COMPLETION AND FINAL (6' MAX. WITHOUT WIRE)
STABILIZATION BY SUMMER 2010. THE EROSION AND SEDIMENT CONTROL PROGRAM FOR THIS PROJECT WILL INCLUDE THE INSTALLATION OF SUITABLE CONSTRUCTION ENTRANCES, SILT FENCING, OUTLET PROTECTION, INLET PROTECTION, ROCK COMPACTED FILL ® V) z
CHECK DAMS, TEMPORARY SEDIMENT TRAPS WITH SEEDING OF THE SITE. Q W W Z 1
Q 0 r"
ADJACENT PROPERTY MIDDLE AND VERTICAL WIRES Y
SEE DRAWINGS 189001SE5 THROUGH 189001SE8 FOR ADJACENT PROPERTY OWNERS. SHALL BE 12 1/2 GAUGE MIN.
SOILS
I THE SOIL ALONG THIS CORRIDOR IS SAND LOAM. CC 0 _j
I~ 0- cn ~ W ~ r
EROSION AND SEDIMENT CONTROL MEASURES Q v> v
ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND ~ j STEEL P( o MAINTENEO BY THE CONTRACTOR ACCORDING TO THESE PLANS AND SPECIFICATIONS AND THE MINIMUM z ,STEEL POST-2' DEPTH 06 O r'r
STANDARDS OF THE NC DEPT. OF ENVIRONMENTAL MANAGEMENT, LAND QUALITY SECTION AND THE CITY OF
ROCKY MOUNT. THE CONTRACTOR SHALL ALSO FOLLOW ANY ADDITIONAL REQUIREMENTS AS OUTLINED BY THE tJ i. ~r
~ PROJECT ENGINEER.
EXTENSION OF FABRIC AND a WIR WIRE INTO TRENCH ppRATIOpj 0RIC AND ~k=c°~ F sy' z
o STRUCTURAL PRACTICES
1. VEHICLE WHEELS SHALL BE CLEAN WHEN LEAVING THE SITE TO PREVENT THE TRACKING OF MUD ON PAVED L' w ROADS. FILTER FABRI :H w ^wm a=p
w C TOP AND BOTTOM STRAND Sj I LT FENCE D F[ 2. CONSTRUCTION ROAD STABILIZATION, CONSTRUCTION TRAFFIC SHALL BE LIMITED TO STABILIZED AREAS. AT A 2 V I f
N MINIMUM, A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE PROVIDED AS SHOWN ON ON THESE SHALL BE 10 GAUGE MIN, NTS RER E tr If DETAIL SEDIMENTATION EROSION CONTROL NOTES:
DRAWINGS. 'Y3tS1~~~ t=:
3. SILT FENCE, SILT FENCES SHALL BE PROVIDED WHERE SHOWN AND AS NEEDED ON THE SITE PLAN. THESE NOTESs 1. IN ADDITION TO ALL OTHER SEDIMENTATION AND EROSION CONTROL MEASURES SPECIFIED 4p~1 x,N
BARRIERS SHALL BE USED TO CONTAIN SEDIMENT AND PREVENT STORM RUNOFF TO THE CONSTRUCTION AREA. 1. CONSTRUCT THE SEGMENT BARRIER OF STANDARD STRENGTH OR THE CONTRACTOR SHALL COMPLY WITH ANY ADDITIONAL MEASURES DEEMED NECESSARY BY
4. RIP RAP/GRAVEL FILTER SEDIMENT TRAPS: CONSTRUCT TRAPS TO THE SHAPE AND DIMENSIONS SHOWN IN EXTRA STRENGTH SYNTHETIC FILTER FABRICS. kTI- THE INSPECTOR PRIOR TO AND/OR DURING THE COURSE OF CONSTRUCTION.
THE DETAILS. THE TRAP IS TO BE PLACED BELOW SURFACE FLOW LINE BY 2' WITH THE BERM BUILT 2. ENSURE THAT THE HEIGHT OF THE SEGMENT FENCE DOES NOT
ABOVE AS DIMENSIONED. EXCEED 18" ABOVE THE GROUND SURFACE, 2. EROSION CONTROL MEASURES AS INDICATED ON PLANS OR IN THE SPECIFICATIONS SHALL ° a & ~0
VEGETATIVE PRACTICES 3. INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE w O U-) BE INSTALLED PRIOR TO DISTURBING ANY SOIL. CONTRACTOR SHALL MAINTAIN ALL a a z o
TEMPORARY SEEDINGs ALL DENUDED AREA OR AREAS TO BE GRADED WITHIN 15 CALENDAR DAYS SHALL RECEIVE TEMPORARY LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE SEDIMENT CONTROL DEVICES AND SHALL REMOVE SEDIMENT FROM FENCES AS REQUIRED BY
SEEDING WITHIN 15 DAYS OF COMPLETING INITIAL EARTHWORK. TEMPORARY SEEDING SHALL ALSO BE USED TO NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A THE INSPECTOR. ANY COLLECTED SEDIMENT LEFT AT THE END OF THE JOB SHALL BE mob"
STABILIZE FINISHED GRADE AREAS IF THE TIME OF YEAR IS OUTSIDE THE SPECIFIED PERMANENT SEEDING PERIODS. SUPPORT POST WITH OVERLAP TO THE NEXT POST, REMOVED. ON 3. CONTRACTOR SHALL SEED 8 MULCH WITHIN 30 DAYS OF INITIAL DISTURBANCE AND IN NO `
TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH TEMPORARY SEEDING SPECIFICATIONS. 4, SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH
MANAGEMENT STRATEGIES FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING
1. PERIMETER MEASURES ARE TO BE INSTALLED PRIOR TO GRUBBING OR GRADING, HEAVY DUTY WIRE STAPLES AT LEAST i" LONG, OR TIE WIRES. CASE SHALL OVER 500 FEET BE LEFT UNSEEDED AND UNMULCHED AT ANY ONE TIME.
2, TAIL DITCHES SHALL BE STABILIZED IMMEDIATELY FOLLOWING THEIR CONSTRUCTION. AS AN ALTERNATE, EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. 4. SEDIMENT FENCES SHALL BE REMOVED FROM THE SITE WHEN GRASSING IS ACCEPTED AND
ROCK CHECK DAMS MAY BE PROVIDED AT THEIR OUTLETS ANp/OR THE TERMINAL DOWNSTREAM END OF 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A STABILIZATION IS COMPLETE. 'qO=
DISTURBANCE UNTIL GROUND COVER IS IMPLEMENTED, MAXIMUM OF 10' APART, SUPPORT POSTS SHOULD BE DRIVEN
3, STOCKPILE ANp/OR WASTE AREAS MUST BE MAINTAINED WITHIN THE LIMITS OF THE AREAS PROTECTED BY THE SECURELY IN TO THE GROUND TO A MAXIMUM OF 24" 5. ANY EXCAVATED MATERIAL WHICH IS NOT USED FOR FILL SHALL BE REMOVED FROM THE
z PROPOSED MEASURES AND OTHERWISE TEMPORARILY SEEDED IF TO BE LEFT STOCKPILED OVER 15 CALENDAR DAYS, 6. EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES NOT SITE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER.
Q 4. CONSTRUCTION SHALL BE PLANNED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS 6. CONTRACTOR SHALL MAINTAIN ALL STREETSIDE DRAINAGE SWALES AND DITCHES. ALL O°°~ ~Q)
a POSSIBLE. REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER DISTURBED VEGETATION IN LAWNS SHALL BE REPLACED IN KIND AND ALL DITCHES AND
5. SILT FENCES SHALL ALSO BE INSTALLED PRIOR TO OR AS A FIRST STEP IN CONSTRUCTION. FABRIC DIRECTLY TO THE POSTS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND 7. EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8" DEEP ALONG DRAINAGE STRUCTURES MAINTAINED FREE FROM SEDIMENT,
z SEDIMENT CONTROL PRACTICES. THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER, BACKFI o VEGETATIVE GROUND COVER S. P ) 7. WHEN A LINE IS TO BE INSTALLED ALONG A SHOULDER WITH A SLOPE FROM THE ROAD, ~
OVER THE THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED DIRT (FILL) REMOVED FROM THE CUT SHALL BE STOCKPILED ON THE PAVEMENT SIDE
IMMEDIATELY FOLLOWING GRADING, ALL AREAS SHALL RECEIVE EITHER PERMANENT OR TEMPORARY SEEDING, AS OVER THE FILTER FABRIC. OF THE CUT. THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL FROM THE SITE PER
Y APPLICABLE, AS FOLLOWS: 9. DO NOT ATTACHED THE FILTER FABRIC TO EXISTING TREES. . ELI Ld
° FEB MAY JUNE SEPT OCT JAN 1 10. LOCATION OF TEMPORARY SEDIMENT FENCE SHOWN ON THE PLANS °m PERMANENT SEEDS FEB- FESCUE JUNE FESCUE SEl IS NOT EXACT. CONTRACTOR SHALL FIELD LOCATE TEMP. SEDIMENT FENCE K-31 K-31 K-31 FESCUE THE JOB SPECIFICATIONS.
5•.2000 SF 5+.1000 SF 5«/1000 SF AS CLOSE TO THE DOWNSLOPE EDGE OF THE LIMITS OF CLEARING & Ljj WHEN INSTALLING RIP RAP ON DISTURBED STREAM BANKS, CONTRACTOR SHALL PLAN WORK W VCE IN SUCH MANNER THAT STOCKPILES OF EARTH ARE NOT SUBJECT TO WASHING INTO Z
m TEMPORARY SEED, WINTER RYE GERMAN MILLET WINTER RYE GRUBBING AS SPACE ALLOWS.
U- ® 50•/AC @ 40«/AC Q50•/AC STREAM OR DRAINAGE AREA, ry
FERTILIZER, 10-10-10 o 25•/1000 SF MULCH: STRAW Q 90•/1000 SF . CONSTRACTOR SHALL INSTALL SILT FENCES OR OTHER SEDIMENT COLLECTION STRUCTURES u n 9-
LIMES 100=/1000 SF TACKS 200 GALLONS/AC ON ALL MULCHING IN STREETSIDE DITCHES WHEN SO DIRECTED BY THE ENGINEERS, EVEN THOUGH NOT ~ I
SHOWN ON THE CONTRACT DRAWINGS, WHEN, IN THE OPINION OF THE ENGINEERS, LLj W
MAINTENANCE SUFFICIENT CARE IS NOT BEING TAKEN BY THE CONTRACTOR TO PREVENT ENTRANCE _J _j
1. RESEED AND MULCH BARE SPOTS LARGER THAN 9 SQUARE FEET (LIMITED TO TO 5% MAXIMUM OF SITE AREA.) PUMP-AROUND P R A C T I CE o U _ OF SEDIMENT INTO DITCHES. SAID STRUCTURES SHALL BE INSTALLED AT THE n Q rr CONTRACTOR'S EXPENSE, AT NO ADDITIONAL COST TO THE OWNER. Q Li-cr_
2. MAINTAIN ALL SEEDED AREAS UNTIL UNIFORM STAND IS ACCEPTABLE.
3. IF GROWTH IS NOT ESTABLISHED BY FINAL PROJECT INSPECTION, CONTINUE SPECIFIED ATTENTION UNTIL THE STAND IS ACCEPTABLE.
4, CORRECT AND REPAIR ALL UNDUE SETTLING AND EROSION WITHIN 1 YEAR AFTER FINAL INSPECTION. 10. ALL COSTS ASSOCIATED WITH INSTALLATION, MAINTENANCE AND REMOVAL OF LL
5. REMOVE FROM THE SITE, ALL EROSION CONTROL STRUCTURES AFTER COMPLETE STABILIZATION AT END OF PLAN VIEW TEMPORARY STREAM CROSSINGS AND STRUCTURAL STREAM BOTTOM STABILIZATION 0
CONSTRUCTION PERIOD. L AIV 6. REMOVE SILT FROM SEDIMENT PITS AND FROM BEHIND CHECK DAMS WHEN SILT IS WITHIN HALF DEPTH OF SHALL BE INCLUDED IN PRICE OF PIPE. RIP RAP SHALL BE PAID BASED ON
UNIT PRICE IN PROPOSAL.
THE PIT OR SPILLWAY. DISPOSE OF IN AN AREA WHERE SILT CANNOT RE-ENTER PIT / TRAP. 11, WHERE SEWERS ARE TO BE INSTALLED IN THE CENTERS OF EXISTING ROADWAYS,
CALCULATIONS ALL TRENCHES SHALL BE FILLED AT THE CLOSE OF EACH WORK DAY AND WHEN RAIN C,?
THE PRACTICE UTILIZED FOR THE PROPOSED SITE DID REQUIRE FORMAL CALCULATIONS. CALCULATIONS HAVE BEEN IS IMMINENT. AT NO TIME SHALL TRENCHES BE LEFT OPEN OVERNIGHT, OVER
PROVIDED, WEEKENDS, OR DURING INCLEMENT WEATHER. OPEN END OF PIPE SHALL BE PLUGGED
OWNER APPROVED BEFORE CLOSING TRENCH.
z THE CITY OF ROCKY MOUNT, NORTH CAROLINA DEWATERING DEVICE 12. ALL RIP-RAP LINED CHANNELS SHALL BE LINED WITH AMOCO 4551 FILTER FABRIC
331 S. FRANKLIN ST. . PO BOX 1180 OR AN APPROVED EQUAL PRIOR TO PLACEMENT OF THE RIP-RAP. cn z
a o ROCKY MOUNT, NC 27802.1180 r STREAM w 13. THE CONTRACTOR SHALL UTILIZE SILT BAGS WHERE NECESSARY FOR THE DEWATERING L LLj
TELEPHONES 252.972.1111 EMAIL: [e-mail] / DIVERSION PUMPS
ON PUMPS OF TRENCHES DURING CONSTRUCTION, z z
r EROSION CONTROL CONSTRUCTION SEQUENCE DISCHARGE HOSES Q < w
z o o k=r ter:
P I NTAKE W Q 1. OBTAIN EROSION CONTROL APPROVAL PRIOR TO BEGINNING LAND DISTURBANCE. RETAIN A COPY OF THE APPROVED EROSION INTAKE W - o
w CONTROL PLAN AND PERMIT ON SITE-CALL LOS ® 919-791-4200 AND THE CITY OF ROCKY MOUNT e 252-972-1121 TO HOSE DEWATERING PUMP < cc HOSE
P ~ NOTIFY THE RESPECTIVE PARTIES OF A START DATE PRIOR TO LAND DISTURBANCE. w z z Cr
0 2. CLEAR THE AREA NEEDED TO CONSTRUCT THE PROPOSED CONSTRUCTION ENTRANCE. C~ w o o v Fh
~ 3. CONSTRUCT THE CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS. MAINTAIN THE CONSTRUCTION ENTRANCE DAILY TO ENSUR A V) z I
THAT MUD AND SILT WILL NOT BE TRACKED ONTO THE PAVED SURFACE. IF MUD IS TRACKED ONTO THE ROAD SURFACE, f R W IT IS TO BE REMOVED IMMEDIATELY. FLOW W o z f
> 4. CONSTRUCTION ENTRANCE LOCATION MAY NOT VARY WITHOUT PRIOR APPROVAL FROM ENGINEER AND CITY OF ROCKY MOUNT. INTAKE HOSE FLOW
5. CLEAR THE AREA NEEDED TO ACCESS AND CONSTRUCT SEDIMENT TRAPS 1-4 ALONG THE PROJECT AREA, -OW
6. CONSTRUCT SEDIMENT TRAPS 1.4 ALONG THE PROJECT. w
7. CLEAR THE AREA NEEDED TO CONSTRUCT THE PERIMETER EROSION CONTROL MEASURES INCLUDING TEMPORARY DIVERSION DITC S. SEDIMENT DIKE CLEAN WATER DIKE
tL- SILT FENCE, AND ROCK CHECK DAMS. ROCK CHECK DAMS DOWNSTREAM OF PIPES AND DITCHES SHALL REMAIN IN-PLACE UNTIL SUMP HOLE -HOLE
PERMANENT MEASURES ARE STABILIZED. R POOL )OL =
8. CONSTRUCT THE TEMPORARY DIVERSION AND SILT FENCE. TIE TEMPORARY DIVERSIONS INTO SEDIMENT TRAPS WHERE APPLICA E t12" TO 18° DE TO 180 DEEP DATE: DEC. 2008
DIVERSIONS & TRAPS SHALL BE SEEDED, MULCHED, & ANCHORED UPON INSTALLATION, WORK AREA - 2 CIA. > r? A.)
9. CONTACT CITY INSPECTOR PRIOR TO LARGE-SCALE SITE GRADING. PUMPS SHOULD DISCHARGE LENGTH NOT TO EXCEED TECHNICIAN: RCB "
10, BEGIN CLEARING, GRUBBING, AND TOPSOIL STRIPPING FOR ROADWAY RIGHTS-OF-WRY, ONTO A STABLE VELOCITY THAT TWHICH ED IN BE
Q 11" ALL STREAMS AND DITCHES WITH FLOWING MATER MUST BE PUMPED AROUND. OR SINDBAGSMADE OF RIP RAP COMPLETED N ONE DAY CHECKED BY: TADJR
12. CONSTRUCT INTERCEPTOR SEWER OUTFALL THROUHOUT THE PROJECT. OR SANDBAG
13. SEED, STRAW AND TACK AREAS BEHIND PIPE INSTALLATION BACKFILL THAT ARE GRADED TO THEIR FINAL DISPOSITION. 14. UPON STABILIZATION OF SEEDED AREAS, REMOVE TEMPORARY DIVERSION DITCHES AND TEMPORARY SEDIMENT TRAPS.
15. UPON COMPLETION OF THE PROJECT, REMOVE SILT FENCE AND ROCK CHECK DAMS. REVISIONS Y x
16. SEED, STRAW AND TACK ANY REMAINING EXPOSED AREAS, NO. DATE
MAINTENANCE NOTESs
1. DO NOT LET ANY AREA REMAINED EXPOSED FOR MORE THAN 15 CALENDAR DAYS WITHOUT APPLYING TEMPORARY SEEDING. /Rt r L E GE L~ 5/29/09
2. MAINTAIN ALL EROSION CONTROL MEASURES DAILY AND RESEED DISTURBED AREAS AS NEEDED. S E C T I ON A ' A ND
cr 3. INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RAINFALL EVENT. REPAIR AS NEEDED.
m 4. AT THE END OF EACH DAYS TRENCHING OPERATION, CONSTRUCT TEMPORARY EROSION CONTROL MEASURES UNTIL THE SILT FENCE JM JUTE MATTING J
t Y. r
z NEXT DAY'S OPERATION CONTINUES. IMPERVIOUS SHEETING TEMPORARY SEDIMENT TRAP `-r
z STONE CHECK DAM
- u--~- ItMFUHAHY DIVERSION DITCH OUTLET STABILIZATION SCALES
BASE FLOW 1 FOOT
0 2 WORK AREA (2 FOOT MINIMUM) F SE1 AS NOTED R RIP-RAP 5 SQ. YDS. CLASS B MORE OR '
a LESS AS REQUIRED BY ENGINEER TEMPORARY GRAVEL CONSTRUCTION PROD=No.DIV.
ENTRA NCE/EXIT 18i'
U N SILT BAG SHEET NO. "
CROSS SECTION OF SANDBAG DIKE z STRUCTURAL STREAM BANK STABILIZATION.
a
COPYRIGHT 0 2008 - ALL RIGHTS RESERVED ^ TROY DDBY AND ASSOCIATES. INC. 4 SE1 TEMPORARY STREAM CROSSING DRAWING N0.ry~
7 0 01 SE1

E ~i
V)
GENERA- NOTES SEE EXCAVATION TEMP. DIVERSION I S-4
AREA ua EIBAM(KM f4aF. as BLEnaO. ¢N.tB£D. CROSS-SECTION BERMS t AND AREA SMALL CLEARED, N AND ROOT MAT. THE POOL SHEET 2 OF 2 Q V W N K<
THE FELL MATERIAL FOR THE e@AM ENT SMALL SE FREE a OF ROOTS OR OR VE N AS AS Z W p'
OVER SI ES, ROCKS A LE MATE OROANIC PON40 MATEA@L Oa OTHER MATERIAL 4 OBJECTIONABLE ONONPRl: RAVERIAL. SING T WITH ENBAWErt SHILL BE CpWACfW Ef iMY6QIG W[1N FWIAER WHILE BEAM:
CO,STARIFD. SEDIMENT SHALT. SE REMOVEV AE1 THE TRAP fl S mo TO \O m _ (\j 0
ITS OR104xAI. OIRENS1ae WHEN THE SEDIMENT HAS ACLTAPRAIEO TO ONE HALF EL21 INS R'SIO! BFPiN OF THE 0 V) z
TRAP.. REMOVED SEDIMENT SAL. BE OUNISITEO IN A SUITABLE t1PLAL AREA IN S A MANNER THAT IT WILLNOT MOM. DESIGN THE TRAP SHALL RE INGFECTFO AFTER EACH RAINFALL EVENT J DESIGN CRITERIA NOTES ® LLJ W
AND WEEKLY AT A MINI". SEDIMENT` TRAPS SHALL SE INS ECRD DAILY "IM PERIOCS IF ACTIVE ORAINHO. REPAIRS SMALL BE z F,
A MADE AS NEEDED. ECOMPACTED ARTH EMBANKMENT THE D ALL CUT AND AND FILL SLOPES SMALL BE 2.1 OR PLATTER. KEEP A A MA M THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE. 1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN ON A FILTER FABRIC c v KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DAM. FOUNDATION. Q „
eMw~i8oti VICE YeT`Lt [aa'' SEE WEIR CROSS- KEEP THERE SIMM KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN THE OUTER 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL
STtlWrs AREA5 ARE Six ITS ILL BTR1ttON SECTION, SHEET 2 EDGES AT e txMmuYsr`°E tmr",'ima KEEP THE LEVIN W FUM IS'LIMM. SO iMENT tE°i aF~ ENSURE TH EDGES AT NATURAL GROUND ELEVATION. WHERE THE DAM ABUTS THE CHANNEL BANKS. O U H , KEEP THE SIDE SLOPES OF THE DAM AT 21 OR FLATTER 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING
TO INCREASE LER M OF TRAM am SEi INTO EFFICIENT. - - UPSTREAM ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE AROUND THE ENDS OF THE CHECK DAM. Q
MINI" REQUIRED STORAGE Y V HE ad1L. RE 36110 C.P. PER UNCOVERED OOE. STABILIZE UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION. DAM ES THE SAME AS THE 70E ELEVATION OF THE UPPER DAM. (n
REtR LECix a11L pEeTNEO F(@ nE rota. IMOE A.6'A. 8 G' MIN. FOR EARTH ~~Fy ~g EMBANKMENT USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE OF THE DAM WITH 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD Q NCDOT *5 OR *57 STONE. CAUSE EROSION. Q t~'?
TEMPORARY SEDIMENT TRAP DIMENSIONS ~="W~ ,Na AAM11a.m D.z4M H4 RE . NCDUSE OT°5T IN PRI)WaY.ESW'I s'~rr Mm'xeT An . < OORETMAPRON KEY THE S KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM IS STABLE. Z l=
MINIMUM OF MINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM. 7. ENSURE THAT OTHER AREAS OF THE CHANNEI.SUGH AS CULVERT ENTRANCES BELOW THE °,5 O
BOTTOM DIMENSIONS DISTURBED AREA MIN. WEIR LENGT CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. C.,.7
TRAP NO. WIDTH DEPTH LENGTH WEIR LENGTH SYMBOL ORE) 4Fg) 0
LJ (FT.) (FT.) (FT.) (FT.) 2 6.0 NOTE. THIS OESION IS FOR NAWIML OISRRBEO AREAS OF G 8.0 FIVE 151 ACRES OR MAXIMUM TOTAL DRAItNOE AREA
UMCFF NT OF L DER OI ON A 10 D OR NN NA E 1 2 6 28 6 4 10.0 EVE `G¢ ORAitOry 2 n
5 12.0 AREAS, TEMPORARY AREA BY WIND MU. 2 12 6 26 6 SEDIMENT TRAM,. 12" OF NCDOT "5
a 3 12 6 24 6 1.5'MIN OR #57 WASHED STONE 15, W T
° 4 12 6 24 6
TEMPORARY SEDIMENT TRAP (SHEET 1 OF 2) 9" MIN m~~o Z U aoK Lu
- CLASS GRIP-RA Z33 °0 00 ~~~3xst~3 '
INQ PATE1 f3F;rRTPT T" CETY OF ROCKY MOUNT 4111 V DEPT. OF ENGINEERING or-ww - - - - - - - 2' MAX AT o ~y s FILTER CLOTH CENTER
i5
s qq
1 1' M N, f n J"\ FILTER CLOTH
6E2 CARRY RIP RAP - 5' MIN. 4' TO fi' < H a z o
TIP OF BERN Sim OF SPILLWAY in 00 PLAN VIEW
TOP ELEVATION OF STBPoMMTEIP I` FFFEBOAAO MIN. SLOPE 2-1 GROSS-SECTION VIEW
R r; • OR PLATTER STORE LESt6W SEDIMENT STOiAOE DEPTH IS, MIN. ' bob ?
__T4' IN. I'M -111. - i~ 10' MIN.
3' MIN t0 .
MA)(IMUM TOLLEL I L THE DISTANCE SUCH THAT POINTS
PIS mEen PRIOR TO Cuew" A AND B ARE OF EQUAL ELEVATION CHECK DAM <o
o° o O C ,000 o°DOO moo. ~4 4. 00
;AF NOTE, POROUS FLES' SHALL VEY 000°ao°00006 LJ o"' to zg <C
TANDARD SECION THROUGH BASIN_AND FitTER_
3 WITH 15' MIN. RIP RAP 17' MIN. ~ ACCORDANCE .2 INSTALLED z:z ~ttl.~ ~~~t`•~~-- 0°00000
6 Poo tio ` r=llt1= 1tN= °o o b° o0
Z Erosion Control Notes: Sim OF SPPAPILLVAAY tffl~t/ih111{--
0 + L 31 MIN PURPOSE- TO REDUCE EROSION IN A CHANNEL BY REDUCING SID E VIEW -r'lI
a 1. Approval of this pion permits only those clearing and grading activities listed within this plan. This plan does 4- "IN. THE VELOCITY OF FLOW.
C-) not permit the construction of any • impervious surface or structure. w DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS. Z
IL- 2. Approval of this plan constitutes approval from the City of Rocky Mount only. Additional approvals (such as 3' MIN. CLASS •,OR •2RIP RAP 401/404 wetlands, etc. must be required prior to authorization to begin clearing and grading, Copies of ail
Z additional approvals must be provided to the Department of Engineering upon receipt. eWRE0STONE SEE DENR STANDARDS & SPECS. FOR COMPLETE DESIGN CRITERIA & MAINTENANCE (\J W e - r .
w~ 3. A copy of the approved erosion control plan must be kept on site at all times. The approved Sedimentation WEIRLaNTM r\ & Erosion Control Plan should be regarded as minimum requirements additional measures shall be put in place Pus 5' MIN. co
as needed to insure that no sediment is released from the site. SECTION TMRQUaB BERM AND FILTER
a 4. Erosion control measures shall be constructed prior to any clearing or grading activities beyond that necessary PERSPECTIVE VIEW o to install such measures. Approval of constructed erosion control measures shall be obtained in writing in Ljj
m Engineering Department Staff prior to site clearing and grading. TEMPORARY SEDIMENT TRAP (SHEET 2 OF 2) W Z Z yr,
5. Copies of all permits and approved plans shall be kept on site in a permit box that is conspicuously located REVISIONS
C~ OF ROCKY MOUNT w and easily accessible during construction. This includes approved construction plans, approved erosion control 32 3 r,r Z
plans, encroachment agreements, driveway permits, water/sewer permits, etc. DEPT. OF ENGINEERING 6. City of Rocky Mount Engineering Department Personnel must be granted access upon reasonable request to any 07.03-07 SE2 U C) y-
and all areas of the subject site for the inspection of sedimentation and erosion control adequacy. w
7. If additional erosion and sedimentation controls are required to prevent offsite sedimentation, these plans must W z ' _j C)
be modified and and submitted to the Department of Engineering within five (5) business days for approval and 2
additions to their records. 8. This site lies in Flood Zones AE and X per FEMA FIRM Ys 3720386100J and 3720385200J dated November 11, 2004. SE2 Q O 0 C L~ rr
4.5' TYPICAL n ~s
::D 0 (W)
2' MIN.
PUMP-AROUND PRACTICE
TRENCH COMPACTED SOIL FLOW 7
DEPTH DESCRIPTION: -----____S = eER_ YUNfS _GROUND 9" MIN. 0
3' SURFACE / THE WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AI 'ORARY PUMP AROUND
BACKFILL COMPACTED i' AND SUPPORTING MEASURES TO DIVERT FLOW AROUND IN-STREAM I ~ COMPACTED 5 0 IN-STREAM CONSTRUCTION SITES. 0.5/ k
90% BACKFILL SE2 IMPLEMENTATION SEQUENCE: / 1.5 TYPICAL t;
4.5' TYPICAL /
KEEN AND ASSOCIATED CHANNEL AND BANK O .OWING SEQUENCE (REFER TO DETAIL 2/SE1)i W
TRENCH 2 SEWER PIPE 907 I 2' MIN STONE ~43v-", 0~- SEDIMENT / CONS RUCTIONTSHOU SHOULD BE COMPLETED IN THE FOLLOWING SEOUEN( BEDDING Z
DEPTH 12 MIN' ~~1aG/ c°ec 1 CONSTRUCTION SHOULD NOT BEGIN UNTIL ALL SEDIMENT AND EF BI: Q HAVE BEEN INSTALLED AND APPROVED BY THE ENGINEER AND THE :DIMENT AND EROSION CONTROL MEASURES ~ NEER AND THE SEDIMENT CONTROL INSPECTOR.
P o 7 THE CONTRACTOR SHOULD STAY WITHIN THE LIMITS OF THE DISTt i OF THE DISTURBANCE AS SHOWN ON THE PLANS O Z _I f"
~ P°o ° • < OQ. AND MINIMIZE DISTURBANCE WITHIN THE WORK AREA WHENEVER PC :A WHENEVER POSSIBLE. r-~ €
° a°ao:'°Eq 2 UPON INSTALLATION OF ALL SEDIMENT CONTROL MEASURES AND MEASURES AND APPROVAL BY THE SEDIMENT T D _ z Q r
H 2° CONTROL INSPECTOR AND THE LOCAL ENVIRONMENTAL PROTECTION IL PROTECTION AND RESOURCE MANAGEMENT _ 7 Q- Q
Yn'ao oe°9 a6 °a a' ° o~ Oa ee° INSPECTION AND ENFORCEMENT DIVISION, THE CONTRACTOR SHOUL W , ° °c,'®ao'eegNO`e $^~e e SECTION AND PROCEED DOWNSTREAM BEGINNING WITH THE ESTABLI [TRACTOR SHOULD BEGIN WORK AT THE UPSTREAM SE2 Q LLI 'H THE ESTABLISHMENT OF STABILIZED CONSTRUCTION T E M P 0 R A R tV D I VERSION . DITCH Q
UNDISTURBED UNDISTURBED ENTRANCES. IN SOME CASES. WORK MAY BEGIN DOWNSTREAM IF AF INSTREAMiF APPROPRIATE. THE SEQUENCE OF
W SOIL SOIL CONSTRUCTION MUST BE FOLLOWED UNLESS THE CONTRACTOR GETS ANTi-SEEPAGE COLLAR FROM THE ENGINEER OR LOCAL AUTHORITY. WORK SHOULD NOT BE ITRACTOR GETS WRITTEN APPROVAL FOR. DEVIATIONS Z Iz
a ° U NOTES RAIN EVENTS. < °e o'eo °oe pe IHOULp NOT BE CONDUCTED IN THE CHANNEL DURING V) W W D W 1. THE SLOPE OF THE DITCH SHALL BE AS SHOWN ON THE PLANS..
o ANTI-SEEPAGE COLLARS SHALL BE INSTALLED AT APPROXIMATE 150 FT. INTERVALS A 2 "-3"COARSE AGGREGATE 3 SANDBAG DIKES SHOULD BE SITUATED AT THE UPSTREAM AND Ot
AREA AS SHOWN ON THE PLANS, AND STREAM FLOW SHOULD BE PUD 'STREAM AND DOWNSTREAM ENDS OF THE WORK Q SHOULD BE PUMPED AROUND THE WORK AREA. 2. ALL CHANNELS SHALL HAVE STRAW WITH NET LINING.
AS SHOWN ON THE PLANS AND AS REQUIRED BY THE ENGINEER THROUGH WETLANDS. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPAi W CITY DISSIPATER MADE OF RIPRAP OR SANDBAGS. W O
V) fgY
> 2. ANTI-SEEPAGE COLLARS SHALL BE CONSTRUCTED OF A PRIMARILY CLAY MATERIAL ~l 4 EXCAVATEDDTOPSOIL AND SUBSOIL TSHOULD BE HEIR NATURALTOSEPARATE '.PT SEPARATE. PLACED ON THE UPLAND SIDE OF 1r,..` .L ORDER. 3. THE COMPACTED SOIL RIDGE SHALL BE SEEDED IMMEDIATELY AFTER CONSTRUCTION.
(PLASTICITY INDEX AND LIQUID LIMIT PLOTTING ABOVE "A-LINE" ON USCS PLASTICITY
CHART) WITH A MINIMUM OF 100% BY WEIGHT PASSING THE 112" SIEVE AND A MINIMUM OF 5 ALL CONSTRUCTION SHOULD TAKE PLACE DURING STREAM LOW FL TIME SHOULD BE LIMITED TO A MAXIMUM OF 5 CONSECUTIVE DAY; STREAM LOW FLOWS. THE LENGTH OF CONSTRUCTION UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS. ISECUTIVE GAYS FOR EACH CROSSING. DATE:JAN 2009
50% BY WEIGHT PASSING THE NO. 200 SIEVE.
3. ANTI-SEEPAGE COLLAR MATERIAL SHALL BE COMPACTED 10 A MINIMUM OF 957. OF THE GRAVEL pAV/EL CONSTRUCTION ENTRANCE/EXIT 6 WATER FROM THE WORK AREA SHOULD BE PUMPED TO A SEDIMENT DEWATERING S UCH THAT T BASIN, SEDIMENT BAG, OR OTHER APPROVED SOURCE. TO A SEDIMENT FILTERING MEASURE SUCH AS A 4. THE CONTRACTOR SHALL INSPECT THE DITCHES ONCE A WEEK AND AFTER ROVED SOURCE. THE MEASURE SHOULD BE LOCATED EVERY SIGNIFICANT RAINFALL AND SHALL REMOVE SEDIMENT FROM THE FLOW AREA TECHNICIAN: RCB
STANDARD PROCTOR MAXIMUM DAY DENSITY AT A MOISTURE CONTENT NO LESS THAN 2% DRY TEMPORARY //TIRp SUCH THE WATER DRAINS BACK INTO THE CHANNEL BELOW 4 NNEL BELOW THE DOWNSTREAM SANDBAG DIKE. AND MAKE ANY REPAIRS NEEDED.
OF THE OPTIMUM COMPACTION MOISTURE CONTENT. E SCRUBBER) 7 TRAVERSING A CHANNEL REACH WITH EQUIPMENT WITHIN THE WC
4. ANTI-SEEPAGE COLLARS SHALL EXTEND TO THE BASE OF THE EXCAVATION, THE FULL WIDTH SHOULD BE AVOIDED. IF EQUIPMENT HAS TO TRAVERSE SUCH A RE WITHIN THE WORK AREA WHERE NO WORK IS PROPOSED CHECKED BY: TADJR ` RSE SUCH A REACH FOR ACCESS TO ANOTHER AREA,
THEN TIMBER MATS OR SIMILAR MEASURES SHOULD BE USED TO MI BE USED TO MINIMIZE DISTURBANCE TO THE CHANNEL. 5. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED. REMOVE ~
OF THE EXCAVATION, A MINIMUM OF 18" INCHES ABOVE THE CROWN OF THE SEWER, AND A TEMPORARY STREAM CROSSINGS SHOULD BE USED ONLY WHEN NECEE MINIMUM OF 12' ALONG THE LENGTH OF THE SEWER. PLANS OR SPECIFIED, LY WHEN NECESSARY AND ONLY WHERE NOTED ON THE THE RIDGE AND FILL TN THE CHANNEL TO BLEND WITH THE NATURAL GROUND REVISIONS n
LEVEL AND SEED IT.
5. GENERAL BACKFILL MATERIAL AT ALL LOCATIONS ABOVE THE PIPE AND COLLARS SHALL BE 1. CONTRACTOR SHALL CONSTRUCT TIRE SCRUBBER AT ENTRANCE OF EACH 8 ALL STREAM RESTORATION MEASURES SHOULD BE INSTALLED AS INSTALLED AS INDICATED BY THE PLANS AND ALL NO. DATE
COMPACTED TO A MINIMUM OF 90% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. CONSTRUCTION ROAD ENTRANCE TO STATE ROAD. NCDOT #5 BANKS GRADED IN ACCORDANCE WITH THE GRADING PLANS AND TYF MUST BE STABILIZED AT THE END OF EACH DAY WITH SEED AND N PLANS AND TYPICAL CROSS-SECTIONS. ALL GRADING 6. DIMENSION AS SHOWN ON THE CONTRACT DRAWINGS OR SPECIFIED BY ENGINEER. f TH SEED AND MULCH OR SEED AND MATTING AS
DENSTY TESTS WILL BE PERFORMED EVERY 400 LINEAR FEET ALONG SEWER ROUTE BY WASHED STONE SHALL BE USED. PAD SHALL BE 50 FEET LONG BY SPECIFIED ON THE PLANS. A 5,29,Q9
CONTRACTOR. RECOMPACTION TO ATTAIN THE NECESSARY DEGREE OF COMPACTION SHALL BE 20 FEET WIDE BY 6 INCHES DEEP MINIMUM. THE CLEAN WATER DIKE SHOULD BE REMOVED. 7. INCLUDE ALL DITCHWORK IN PRICE OF PIPE.
PERFORMED BY CONTRACTOR, AT HIS EXPENSE, IF COMPACTION FAILS TESTS. 2. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE 9 AFTER AN AREA IS COMPLETED AND STABILIZED, THE CLEAN WA AFTER THE FIRST SEDIMENT FLUSH, A NEW CLEAN WAFER DIKE SF WATER DIKE SHOULD BE ESTABLISHED UPSTREAM '
(TANDUM) TRUCKS. FROM THE OLD SEDIMENT DIKE. FINALLY, UPON ESTABLISHMENT C 6. CONSTRUCTION SHALL BE MONiTERED BY OWNER. COLLARS SHALL BE TESTED FOR DENSITY. THE OLD ONE, THE OLD SEDIMENT DIKE SHOULD BE REMOVED. TABLISHMENT OF ANEW SEDIMENT DIKE BELOW r-
3 GRAIN SIZE DISTRIBUTION. AND PLASTICITY INDEX BY CONTRACTOR. ANY COLLARS FAILING . LOCATE ENTRANCES IN ORDER TO PROVIDE MAXIMUM UTILITY REMOVED.
W BY ALL CONSTRUCTION VEHICLES. 10 THE CONTRACTOR IS RESPONSIBLE FOR PROVIOING ACCESS TO C0 TO MEET THE REQUIRED SPECIFICATIONS SHALL BE REMOVED AND REBUILT AT THE „ AND SEDIMENT CONTROL DEVICES UNTIL THE SEDIMENT CONTROL I NO ACCESS TO AND MAINTAINING ALL EROSION Cs,,.:v
z CONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL MAINTAIN TIRE SCRUBBERS" IN CONDITION ENT CONTROL INSPECTOR APPROVES THEIR REMOVAL. - r
SUCH THAT TRUCKS ARE PREVENTED FROM TRACKING MUD ONTO STREETS I~ a
Z ANTI-SEEPAGE COLLAR DETAIL AND MUD IS PREVENTED FROM FLOWING DIRECTLY ONTO STREETS. TOPDRESS y 11x1 ----------/I ~ SCALES I-, AS SHOWN
3 IIYt DI.tSUOISt15~ I'tISIUUIl-ALLT AD INttUtU
< 5. LOCATE TEMPORARY "TIRE SCRUBBER" PADS ON BOTH SIDES OF CONSTRUCTION PROJ. NO. DIV =
4 ROADWAYS WHERE THEY CROSS STATE ROADS. 1890 A-1
a SE2 6. REMOVE TEMPORARY ENTRANCE/EXIT AFTER AREA HAS BEEN STABILIZED. 6
6 SHEET NO. r
~ SE2 L SE2 SE2 "
z DRAWING NO.
a 130301SE2
COPYRIGHT a 2008 - ALL RIGHTS RESERVED - TROY DORY AND ASSOCIATES. INC.
I

>i
SEEDING e
WORK INCLUDED:
Ltd
A. The Contractor shall provide ail labor, materials, toots, equipment, and all else required for and to perform ail work and services necessary for or incidentof to seeding and mulching of the site of the work required by these Sperificati re, and/or shown an the Drawings, L~...I Q0 Irv
a. All supplementary OF miscellaneous items, appurtenances or services necessary for a complete job shall be furnished as a port of the Work, although such Work may not necessarily be shown or specified
C, Preparation of sod to receive seed including, but not specifically limited to the following: 11 Fine grading 00
2. Liming 0 z
3. Fertilizing LLI W
0. Seeding of all disturbed areas and other areas shown on the Drawings or directed by Engineer. E. Maintenance of seeded areas until vegetation is established
Q CD x
Delivery, Storage, and Handling z
A Comply with pertinent requirements of Section 1620- l 1
a, Deliver gross seed in original containers showing analysis of seed mixture, percentage of pure seed, year of production, net weight, date of packaging, and vendor. C. Deliver fertilizer in waterproof bogs showing weight, chemical analysis, and name of manufacturer. CD
4' MIN SILT FENCE 0 ::D
PRODUCTS 0 -i H
GROWING MEDIA:
A Existing topsoil or select material shall be approved by Engineer: Suitable topsoil or select material shall be natural fertile ogriculturol soft capable of sustaining vigorous plant growth and which is not frozen or in a muddy condition. The Y Z rl Q
soil shall contain not less than six (67) percent organic matter and with a corrected pH value of 5.9 to 7.0. Natural topsoil shall be free from subsoil, slog, clay, stones, lumps, live plants, roots, slicks, crabgrass, caughgross, noxious weeds and
foreign matter.
0 LIME: W Tr tr 4. I4~
N A, Lane shall be dolomitic agricultural grade ground limestone containing not less than ten (10%) percent magnesium oxide. A~~, ~~~pgRATJON
C,
FERTILIZER TOP OF SILT MUST BE AT TOP OF SILT FENCE MUST BE AT LEAST I'
Q A, Fertilizer used for grasses shall be a standard commercial product with a rotor of nitrogen to phosphorous to potassium of lad, such as 10-10-10 commercial agricultural fertilizer. The fertilizer shall contain not more than four hundred (400) A13OVE THE T ABOVE THE TOP OF z Ii A Icr
Q pounds par ton potential acidity. For fertilizers with yields other than 10-10-10, the poundage per owe shall be increased air deceased, as the case maybe. in order to dBtiveran equivalent yield. THE WASHED THE WASHED STONE
r B. For mixtures of grosses and legumes, the ratio shall be 161:1 such as 5-10-10 commercial agricultural fertilizer, to If "T"
7 If SEED: iF~
A, Seed shall be certified seed or equivalent based on North Carolina Seed Improvement Association requirements for certification, All seed shall be furnished in sealed standard containers. B. Seed Mixture: The following seed mixture is recommended for low maintenance in average, well to poorly drained soils in the area of construction, If special mass matures ore desired or if the use of sprigging or sodding techniques are to be STEEL FE
employed, special seeding mixtures and schedules shall be submitted to the Engineer for approval. STEEL FENCE POST FRONT VIEW „ Cpl r b
Species Rote(Kb/ocre) WI WIRE FENCE BURY WIRE FENCE. Z ¢ C) r"
HARDWARE CLOTH FILTER FABRIC. 0 tij o
Ton fescue 6o HARDWA Peasncalo Bohiogross 50 AND HARDWARE us Co r STEEL FENCE POST4 ii CLOTH IN TRENCH
Sericea lespedozo 36 SET MAX 2' APART Q & d
Kobe lespedeza 10 FILTER OF A57- MIN. 18' INTO SO 20 cS 4 ILTER OF ^57 GROUND ~~V
NURSE PLANTS WASHED STONE ASHED STONE c}
A. Between April 15 and August 15, add ten (10) pounds per acre of German millet or fifteen (15) pounds per acre of Sudongross. R Between August 16 and April 14, add twenty-five (25) pounds per acre of rye (grain). o O~ o'
ogo~ NOTES= 1 AL dg
MULCH: R~°~0o 3' FILTER FABRIC I . REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. o~0 6~P8 a ti o 0 ON GROUND S o
A. Mulch shalt be dried grain straw supplied in bound bales. 0
TACK: D`t7%0O0 oO~o~p 2. REPLACE STONE AS NEEDED TO ENURE DEWATERING, <8. ccbop0°floO ° Q ~g
A, Tack shall be emulsified asphalt thinned with water and applied by pressure sprayer. Emulsified asphalt shall be rapid curing type only.
EXECUTION BURY WIRE FENCE AND Ho FENCE AND HARDWARE CLOTH BURY S' OF UPPER EDGE OF
Z O. SEEDBED PREPARATION'. FILTER FABRIC IN TRENCH
F- r`
R A. During seedbed preparation the Contractor shall protect existing underground improvements from damage
B. The ground surface shall be cleared of stumps. stones, roots, cables, wire, grade stakes, and other materials that might hinder proper grading, tillage, seeding, or subsequent maintenance operations. !z C. Foreign motertals collected during cultivation shall be removed from file. SECTION VIEW
F D. The Contractor shall grade the site to maintain a smooth and uniform ground surface and eliminate rough spots and tow areas where pending may occur. C
E_ The Contractor shall geode the site so as to assure positive drainage away from buildings, Z F. The Contractor shall finish the ground level a firm condition sufficient to prevent sink holes and packets when irrigation is applied
CD G. The Contractor wall maintain grades on the area to be seeded to a true and even condition. The Contractors maintenance of the site shall include any necessary repairs to previously graded areas.
H. All graded areas shall be thoroughly tilled to a depth of at least fear (4) inches by plowing, disking, horrowing, or other approved methods until the rendition of the soil is acceptable, On sites where soil conditions ore such that high cloy Y content and excessive compaction cause difficulty in effectively pulverizing lumps and clods, the Contractor shall use rotary tillage machinery, until the mixing of the soil is acceptable and no clods or clumps remain larger than one-holf ('h) inch in STANDARD SILT FENCE OUTLET DETAIL ~Lu co ~ r
O diameter, After being graded, the seedbed shall be lightly compacted with a land roller, such as a culti-pucker, before and after seeding. O Lli
to Q LIMING:
J W A. The Contractor shall uniformly apply lime at a rote of four thousand 4.WD
Y PtdY ( )pounds per owe prior to beginning of tillage oparoEion. Lc
FERTILIZING:
fi
A, The Contractor shall incorporate fertilizer into the upper three to four (3?-4?) inches of prepared seedbed just prior to the lost tillage operation, but in no case shall fertilizer be applied more than three (3) days prior to seeding. Fertilizer shall be applied at a rate of one thousand (1,000) pounds per acre. Q
R Fertilizer shall be used immediately alter delivery or stored in o manner that will not permit It to harden or destroy its effectiveness. sM1e LL- c
C. if a hydraulic seeder is used, seed shall not be mixed with fertilizer more than thirty (30) minutes prior to application. u-
FERTILIZING:
0 C°
A. Apply sued at the rote specified hereinbefore. B. The seed shall be raked in lightly.
C. Rail seeded area with roller not exceeding one hundred and twelve (112) pounds. yr
D. Apply water with fine spray immedotely after seeding. M1.
MULCHING AND TACKING
A. Seeded areas shall be mulched with four thousand (4d00) pounds of mulching material per acre or approximately ninety (90) pounds per thousand (1,000) square feet. B. Method used to apply mulch shall employ mechanical type equipment and shall obtain a uniform distribution to permit sunlight to penetrate to the ground surface. t
C. Mulching material shall be either tacked with asphalt emulsion or, crimped into the sod with a disc harrow, f n;'
0. Emulsified asphalt shall be applied at a rote of two hundred (200) gallons per ton of straw or approximately nine (9) gallons per 1,000 square feet.
`41 1
L°5 IRRIGATION: 0 t1~
Z A. Lightly voter to aid breakdown of fertilizer and for provide moist soil for seed
3 C o z7
fl SURFACE MAINTENANCE p ; _ Z Q
!n SILT FENCE
A. Maintain surloces end supply additional topsoil, time, fertilizer, seed mulch, tack, weed killer, etc, as necessory, including areas affected by erosion. WTTH NINE BACKING Z B, Water to ensure uniform seed germinotiot and to keep surface of soil clomp. z1-0' MINIMUM n f-- ° I---
C. Apply grater slowly so that suffoce of sal will not puddle and crust,
to SEDIMENT FILTER SAN v.w1ES To'a RESTOftATiON; lo'-0'MSatMw N1NW EFATIVE u ~7
Q O'-B' MINIMUM ^u EXISTING VEGETATIVE MINION BUFFER U-) Ld
~ A Replant damaged gross areas showing root growth failure. deterioration, bare or thin spots and eroded areas which occur during the one (1) year worronty period. 47YK 1III OR EXISTING GEOTEtap.E U VEGETATION %1 N FABRIC tTYR:' till 1 PORd15 COIR UESH BAFFLE pp, 1 ~ z , OR APPROVED MAL L ti
ACCEPTANCE: p amTExT1EE Faertts TT P nm~ EARTHEN T-r G'~ E6A3.tF1KtlfNT
t- • " f err ExiSTI G VEGETATION ~ A Seeded areas writ be accepted when vagetaiion has been properly established. t~
NINIOM SILT PENCE WITH WIRE H' NINIWM OUTLET CLASS I-=-
E 2 HINt+ATM T AIPRAP
I SERN IN CONNECTION a5E MINERAL AGG E TE x &Cr in _ SLEEVE FOR PIRP (SIZE 5TWAD TO LEVEL SAa
((++[[q DISCHARGE HIM FROM NATURAL GROUND LIME ~tn1W +JND t JL.] ITBTIIX $ FA dIL TOP OF BANK r
SAY FENCE B'-O' aiNNMA1 tpq .1... ._STREW_ _ DATE: JAN 2009
aim WIFE BACXING MINIMM SECTION MA Mi
8 e 5F0 a SF a SFB a \ OPTI(XIAL 4A STRAPS LIFTING INLET ZONE t,
ID STRAPS m ' 51 MST 35% or TECHNICIAN: RCB SURFACE AREA
' r SEDIMENT FILTER SAO GENERAL NOTES GECTEXTILE FABRIC [TYPE III N ° P 1. SEDIMENT FILTER BAGS SNOULD MGT BE PLACED WITHIN A METLAND OR IRST CNANOER 25%D CHECKED BY: TADJR
UNDER AND COVERING ENTIRE m i ~ > VARIES WITH WITHIN 20 FEET W A STAOIL17EO SHIM. STREW, OR OTHER NATURAL MATER RESOURC MINERAL ADGIEP.TEISIZE 57) PAD I{ WIPED LINE 2. CONTRACTOR Tor EXERCISE CAUTION NOT TO SURST OR DAMAGE THE SEDIMENT FILTER {ATTAIN. HATER RESMIRC£. SURFACE AREA : SEOIVENT FIRER cm CHUMP te;
q awe HAG WIStt PDIPING, 0 3, in LENGTH AND WIDTH OF THE SEDIMENT BAG Sill" ail THIS CRAVING MAY VARY PER IAVINO RAY PART' PER 25% OF V' SHALL BE 150 SOVARE FEET_ SURFACE AREA FABRIC FOLDED REVISIONS "
VENDOR SPECIFICATIONS. THE NIXIN~!'FOOTRAIM' OF THE BAD SHALL HE 150 SOVARE SED1MSMr FILTER 8AC 4. SEDIMENT FILTER BAGS MAY BE ECUIPPED WITH A SET-IN SLEEVE OF SUFFICIENT SIZE 4 21-0' MINIMIN TO ACCEPT A MINIMUM FGw-IKH DIAMETER PLRF DISCHARGE NOES. A RM IE OF SUFFICIENT SIZE OVER HORIZONTAL k- :E. ARM ITLE7 ZM POST t'
~.m CONNECTION 1HR AM A SLIT IN THE HAI IS ALSO ACCEPTABLE. THE DISCHARGE RWF " SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMAL BE SIX INCHES AND SE TIGHTLY THE DISCHARGE HDSE 15% OF !r'' ffs AND BE TIGHTLY SURFACE AREA 6
2'-0° M1N{IAIM o x a SECURED WITH A HM CLAMP W OTHER SUITABLE MEANS TO PREVENT LEASAtE. (ail S. THE PAW DISCHARGE NOSE CONNECTION SLEEVE . OR SLIT. SHALL BE SECURLY TIED OF MW LEAKADE. .L BE SECURLY TIED OFF KDRUMAL POST NO. DATE
w DURING DISMAL OF THE SEDIMENT FILTER BAG IN UNDER TO PREVENT LEAKAGE OF Cot MINERAL ACGIEATE SEDIMENTS, N VENT LEAKAGE OF COLLECTED FENCE AND FABRIC BURIED IN TRENCH T' I PROWCTS UST SHALL
USIZE OTl RAE a S. MY GEWeXTILE FABRIC iTYPE Till LISTED W THE CUALIFiEO PRODUCTS LIST SHALL er USED. m >7~- +'iS=:` w T. SURRaAND SEDIMENT FILTER BAG ASSEMBLY WITH SILT FENCE WITH WIRE BACAIING. SEE IN WIRE BACKING. SEE PERSPECTIVE VIEW a- e^ TREUCH ~+7e- G
a THE SILT FER;E DETAIL i/SEI PI SHEET 130301SEt. molexilte FABRTe --VARIES WITH 8. EXISTING VEGETATIVE BUFFER TO REMAIN SETEEN SILT FENCE WITH PIKE BACKING AND !ITN BIKE BACKING AND NOTES: BACAFILLER AND D~ CUNPACTE0
LTYPE till at EXISTING --m GROUND LOS $ STABILIZED OUTLET. STREW GR OWNER MATU1AL WATER RESOURCE. 1 SD'-a' M1NtAW SLOPE ° V. PATOW7 SHALL INCLINE ALL MATERIALS.IND LAM NECESSARY FOR CWISP.tSCilOY I • VEGETATION b ill{ MALWENAMCE. ANS REMOVAL IN SEDIMENT FILTER BAGS. DR CONSTRUCTION. 1, DRIVE STEEL FENCE POST AT LEAST 18' INTO
10. WHEN SEDIMENT FILTER BAGS ARE REPLACED MY THE REPLACEMENT SAO SHALL BE PAT m FOR. MAINTENANCE. ON 41 OTHER PARTS OF THE SEDIMENT FILTER e15 ASSEMBLY SHAM 'ENT BAG SHALL BE PAID SOLID GROUND tED BAG ASSELMLT SHALL BE y, WOOD POSTS ARE NOT ACCEPTABLE SECTION AT OPENING
SFe F VS a sfa P$FF. to SIB a Ste N sa• SFBe INCLUDED IN THE INITIAL PAYMENT. It. ONLY SEDIMENT FILTER BAGS LISTED ON THE AIALif LED PRGWCTS LIST MAY SE MD. :TS LIST WAY BE USED.
tt 12. SEDIMENT FILTER BAGS faun BE RPtACED EVEN SEDIMENT HAS ACCUMULATED 10 MAz W A BAGS CAPACITY OR IN ACCORDANCE WITH THE MAN FACTM9SR'S RECOaENSAMRS, ACf(RRH.ATED TO 1,2 or THE 3. USE STAPLES 7' APART TO ATTACH FABRIC tECOWKNUMNS. TO HW WIRE.
CID °d. to, -a, MINIMAL [s E
Ilm OF DANx
BAFFLE PLACEMENT FOR TRAPS AND BASINS SCALES
f d t STREAM ' - SINEW-, vain mm.~ e a . m _ . RF V I c I C1NS A V STh. NCI. AS SHOWN
SkllIMLNI I- ILILK bAG UL IA Mi UL I AIL jNQjDAT U I l Y U. NUUK Y 1a UN 3 az _ PRQJ, NO < Giv k
PLAN VIEW
09/09/2008 DETAIL 3/ DEPT e OF ENGINEERING ATE S- TAIL 3/SE3 p7p03-Q7 REVI ION 18$5 A 1
a SHEET 10 t:
SE3
U
N a DRAWING NO.
2 1 30301 SE3
m COPYRIGHT 0 2008 - ALL RIGHTS RESERVED - TROY DORY AND ASSOCIATES. INC.

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DESIGNED BY: TAI} pI
TECHNICIAN: RCB
CHECKED BY:TAD.JR
REVISIONS
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VICINITY MAP ~r
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DIRECTIONS TO THE SITE: r,
z FROM THE INTERSECTION OF INTERSTATE 85 AND US HIGHWAY 64 IN NASH COUNTY. NORTH CAROLINA PROCEED WEST ON, US HIGHWAY 64 APPROXIMATELY 1.2 MILES TO OLD CARRIAGE ROAD. TURN LEFT ON f
tD TO OLD CARRIAGE ROAD AND PROCEED SOUTH APPROXIMATELY 2.6 MILES TO THE INTERSECTION OF OLD
z CARRIAGE ROAD AND OAK LEVEL ROAD. TURN LEFT ONTO OAK LEVEL ROAD AND PROCEED EAST f TnWARD SCALES E~_
ROCKY MOUNT ) APPROXIMATELY 2.15 MILES PASSING OVER INTERSTATE 95 AT 0.91 MILE TO THE
d tY INTERSECTION OF OAK LEVEL ROAD AND OLD HALIFAX ROAD. TURN LEFT ONTO OLD HALIFAX ROAD AND ~ ~ SHOWN PROCEED NORTH APPROXIMATELY 0.26 MILE TO THE INTERSECTION OF OLD HALIFAX ROAD AND OWN x
LS BETHLEHEM ROAD. MAPLE CREEK OUTFALL CROSSES OLD HALIFAX ROAD APPROXIMATELY 200 FEET NORTH THE INTERSECTION OF MAPLE CREEK AND OLD HALIFAX ROAD. PROCEED ALONG MAPLE CREEK OUTFALL, n`
i- PHASE 1 IN A WESTERLY DIRECTION APPROXIMATE 750 FEET MORE OR LESS TO THE LAST. MANHOLE. THIS PR[OJ. NQ. DIV
a_ IS THE BEGINNING OF MAPLE CREEK OUTFALL, PHASE 2. THE BEGINNING POINT HAVING AN APPROXIMATE 1890 A A COORDINATE OF 35056`41"N AND 77°52'20"W. t
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N DRAWING NO.
Z Q 189001002
CEWYRIGFit ®20Q9 - ALL RSBNTS RESERVED - YR9Y WBY AND ASSOCIATES, INC.
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GENERAL CONSTRUCTION NOTES LL
LIST OF DRAWINGS FOR UTILITY INSTALLATIONS: z~
1. THE CONTRACTOR SHALL MAKE HIS OWN PREBID FIELD DETERMINATION OF ALL EXISTING ASPHALT DRIVEWAY. ASSOCIATED COST SOCIATEQ COST FOR OPEN-CUT OF DRIVEWAYS SHALL BE PAID AS 34. TIE-IN TO EXISTING SANITARY SEWER MAINS; xi o CD
DRAWING NUMBER DESCRIPTION UTILITIES. STORM DRAINAGE. AND OTHER BURIED OR CONCEALED FACILITIES. THE EITHER: t) PAVEMENT PATCHING FOR L 4TCHING FOR UTILITY INSTALLATION: OR 2) REMOVAL AND
LOCATION SHOWN ON THE DRAWINGS OF EXISTING UTILITIES. STORM DRAINAGE. AND OTHER REPLACEMENT OF CONCRETE DRIVEWAY. FE DRIVEWAY, AS CALLED-OUT IN THE BID SCHEDULE. PAYMENT A. NEW SANITARY SEWER MAINS WHICH ARE TO CONNECT TO EXISTING STUB LINES OR r-y w w ,ro
189001001 COVER SHEET BURIED AND OR CONCEALED FACILITIES ARE NOT GUARANTEED AND SHALL BE VERIFIED BY SHALL NOT BE MADE FOR WIDTHS GREAI THE CONTRACTOR TO HIS SATISFACTION PRIOR TO START OF WORK. THE DRAWINGS DO NOT INSTALLATION; AND 2) SIX FEET (6 1 WIDTHS GREATER THAN: 1) FOUR FEET (4 ) FOR WATER MAIN MANHOLES SHALL REMAIN PLUGGED UNTIL THEY HAVE BEEN COMPLETED AND TESTED. UPON
SIX FEET ) FOR SANITARY SEWER MAIN INSTALLATION, UNLESS ACCEPTANCE OF THE TESTING OF THE NEW SANITARY SEWER SYSTEM BY THE ENGINEER, THE 4INED FROM THE ENGINEER. NO EXTRA PAYMENT WILL BE MADE FOR NEW SANITARY SEWER MAINS CAN BE CONNECTED TO THE EXISTING STUB LINE OR MANHOLE. Q o
189001002 VICINITY MAP SHOW ALL EXISTING UTILITES, STORM DRAINAGE, AND OTHER BURIED AND OR CONCEALED PRIOR APPROVAL IS OBTAINED FROM TF FACILITIES. BETTERMENT OF DRIVEWAYS OR DRIVE NAYS OR DRIVES TO MAILBOXES.
189001003 CONSTRUCTION NOTES AND LIST OF DRAWINGS B. EXISTING CITY SANITARY SEWER SYSTEM SHALL NOT BE USED FOR DISCHARGE OF
2 THE CONTRACTOR SHALL CONTACT NC ONE-CALL CENTER AT 10800-632-494$ AT 25. THE CONTRACTOR SHALL IMMEDIATE 4LL IMMEDIATELY RESTORE ALL DRIVEEWAYS AND DRIVES TO SEDIMENT FROM CLEANING OF NEW SEWER LINES OR D€WATERING OF PIPE TRENCHES. 0 r'
18900115A EXISTING MAPLE CREEK OUTFALL FROM 135+00 TO 149+17,31 LEAST FOURTY-EIGHT (48) HOURS PRIOR TO DIGGING. MAILBOXES TO AS GOOD CONDITION AS DRIVEWAYS OR MAIL BOX DRIVES UNTIL :OND?TION AS ORIGINAL. THE CONTRACTOR SHALL MAINTAIN ALL V? DRIVES UNTIL SAID DRIVES ARE ACCEPTED BY THE ENGINEER IN 35. INTERRUPTION OF SERVICE; L-Li
NEW MAPLE GREEK OUTFALL FROM 149+17.31 TO 150+00 3. IN THE EVENT OF CONFLICTS WITH EXISTING UTILITIES, OR IF FURTHER VERIFICATION AS GOOD CONDITION AS ORIGINAL. TF )RIGINAL. THE CONTRACTOR SHALL INCLUDE IN HIS UNIT PRICE Q V) -1
i?DN THE COST OF RESTORING OF GRAVEL DRIVEWAYS OR DRIVES TO A. MAIN OR SERVICE CHANGE-OVER: Q
1890011 GA MAPLE GREEK OUTFACE FROM 150400 TO 1 G5+00 OF BURIED AND OR CONCEALED UTILITIES. OR TEMPORARY DISRUPTION OF SERVICE IS BID FOR PIPE INSTALLATION THE COST NECESSARY. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AND MAILBOXES TO THEIR ORIGINAL CONDII ?GINAL CONDITION TO THE SATISFACTION OF THE ENGINEER. NO
1890011 70 MAPLE CREEK OUTFACE FROM 165+00 TO 180+00 SHALL FULLY COORDINATE ANY NECESSARY MODIFICAIONS OF THE WORK WITH THE ENGINEER EXTRA PAYMENT WILL BE MADE FOR BE MADE FOR BETTERMENT OF DRIVEWAYS OR DRIVES TO 1) CONTRACTOR SHALL NOTIFY CITY. ALL AFFECTED USERS AND THE ENGINEER PRIOR TO C_}
AND THE APPROPRIATE UTILITY. KNOWN UTILITIES WITHIN THE PROJECT AREA AND THEIR MAILBOXES. INTERRUPTION OF SERVICE.
18900118A MAPLE CREEK OUTFALC FROM 180+00 TO 195+00 RESPECTIVE CONTRACTS ARE AS FOLLOWS: 4LL IMMEDIATELY RESTORE ALL MAIL BOXES, ROADWAY SIGNS. 2) IF INTERRUPTION OF SERVICE(S) WILL BE GREATER THAN TWO (2) HOURS. THE
~ - 26. THE CONTRACTOR SHALL IMMEDIATE V) A. CITY WATER AND SEWER [ED JOYNER 972-13171 ETC.. AS SOON AS POSSIBLE. AT A h IBLE. AT A MINIMUM THESE ITEMS SHALL BE REPLACED PRIOR TO gQaRnT)p CONTRACTOR SHALL PRE-SCHEDULE THE WORK WITH CITY AT A MUTUALLY AGREEABLE TIME Sri, G©
3 18900119A MAPLE CREEK OUTFALL FROM 1955+00 TO 210+00 B. CITY STREETS AND STORM SEWER [WAYNE HOLLOWELL 972-12961 COMPLETION OF THE WORK. WHEN THE C. WHEN THE ENGINEER QETERMINS THAT IT IS NECESSARY TO THAT WOULD IMPOSE A MINIMUM INCONVENIENCE ON THE AFFECTED USERS. w ~o
C. CITY ELECTRICITY [DARRYL STROTHER 972-12721 TEMPORARILY REMOVE A STOP SIGN. 189001200 MAPLE CREEK OUTFACE FROM 210'¢'00 TO 219")'18.40 0. CITY GAS ILLOYD TRUNER 972-12791 STOP BE INSTALLED; OR (2) THAT I STOP SIGN. HE SHALL DIRECT THAT EITHER: (1) A TEMPORARY v u ~a ff~z
a 18900121 0 LINE 2 MAPLE GREEK OUTFALC FROM 0+00 TO 9+54. G1 E. NCOOT STREETS AND STORM SEWER IDAVID REYNOLDS 459-21281 THE PERMANENT STOP SIGN CAN BE F )R.(2) THAT A FLAGMAN SHALL BE USED IN ITS STEAD UNTIL 36. DISPOSAL OF CHLORINATED WATER: SIGN CAN BE REPLACED AT ITS ORIGINAL LOCATION. w z u e L
F. COX COMMUNICATIONS [ANTHONY SOLOMON 443-15921 A. WATER FLUSHED FROM A WATER MAIN CONTAINING A CHLORINE REESIDUAL SHALL NOT BED'
> 130301DT2 BOLT REVOLUTION MANHOLE COVER DETAILS G. SPRINT CAROLINA TELEPHONE IJOHN RILEY 446-4940 OR TOMMY HOPKINS 446-62791 27. WORK MAY REQUIRE REMOVAL AND F 3EMOVAL AND RELAYING OF EXISTING DRIVEWAY CULVERTS. THE DISCHARGED WITHIN ONE THOUSAND FEET (1,000 ) OF SURFACE WATERS. FLUSHED WATER ~p~Taxsi~~
> CONTRACTOR SHALL USE DUE CARE IN F a TRENCHING AND BEDDING DETAIL. 4. ALL QUANATIES AND MEASUREMENTS SHOWN ON THE DRAWINGS FOR THE WORK ARE FROM HARM AND TO PREPARE THEM FOR )UE CARE IN REMOVAL OF ESITING CULVERTS TO PROTECT THEM CONTAININNG CHLORINE RESIDUAL SHALL BE DISCHARGED INTO DIKED DITCHES AND
%RE THEM FOR REINSTALLATION. THE ENGINEER SHALL INSPECT CONTAINED UNTIL CHLORINE RESIDUAL IS REDUCED TO LESS THAN ONE PART PERMILLIDN (1 IPE TO DETERMINE IF THEY ARE SUBSTANDARD IN SIZE, MATERIAL ppm),
V) CONCRETE ENCASEMENT DETAIL APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. THE BASIS OF PAYMENT FOR THE THE REMOVED CULVERT PIPE TO DETERb SUITABLE FOR REINSTALL-ATION, THE ENGINEER SHALL DIRECT
RIP RAP DETAIL WORK SHALL BE MADE FOR THE ACTUAL FIELD MEASURED QUANTITIES OF ITEMS WHICH HAVE OR IN A CONDITION NOT SUITABLE FOF BEEN INSTALLED AND APPROVED BY THE ENGINEER. THE CONTRACTOR AS TO HIS DECISION. i1S DECISION. THE CONTRACTOR SHALL BE PAID FOR HIS WORK 37. OPEN TRENCH: fl~ P"L
130301DT3 51 DIAMETER MANHOLE DETAILS BASED ON THE UNIT PRICES BID FOR: ,ES BID FOR: 1) REMOVAL AND RELAYING OF EXISTING DRIVEWAY o a
5. THE CONTRACTOR SHALL CONTACT NCOOT DIVISION 4. DISTRICT I OFFICE OR DISTRICT CULVERTS: AND 2) REMOVAL AND REPL; 189001SE5 SEDIMENTATION AND SOIL EROSION CONTROL PLAN 2 OFFICE. AS APPROPRIATE, PRIOR TO PERFORMING ANY WORK WITHIN NCDOT DRIVEWAY CULVERTS, IAL AND REPLACEMENT OF EXISTING DAMAGED OR SUBSTANDARD A. NOT MORE THAN THREE HONORED t300 } OF TRENCH SHALL BE OPENED IN ADVANCE OF ¢
PIPE INSTALLATION AND COMPLETED BACKFILLING. C,y Ld 0 v) co Q
189001SE6 SEDIMENTATION AND SOIL EROSION CONTROL PLAN RIGHT-DP-WAY. A COPY OF ALL APPROVED ENCROAOCHMENT AGREEMENTS WILL BE FURNISHED BY THE CITY TO THE CONTRACTOR AND SHALL BE KEPT ON-SITE DURING ALL CONSTRUCTION 2B. ALL SECONDARY ROADS. MAJOR HIE 35. MAJOR HIGHWAYS. RAILWAYS. ETC.. SHALL BE CROSSED BY B. TRENCHES SHALL NOT REMAIN OPEN OVER NIGHT WITHOUT THE APPROVAL OF THE G"
189001 SE7 SEDIMENTATION AND SOIL EROSION CONTROL PLAN WORK. DRYBDRE AND JACK METHOD SHOWN ON I )D SHOWN ON THE DRAWINGS. SERVICE LINES FOUR INCH 14 } ENGINEER. WHEN SUCH APPROVAL IS GRANTED THE CONTRACTOR SHALL PROVIDE f3jV ¢
189001SE8 SEDIMENTATION AND SOIL EROSION CONTROL PLAN AND SMALLER MAY BE INSTALLED BY DF STALLED BY DRYBORE AND JACK METHOD WITHOUT ENCASEMENT. BARRICADES. TRENCH COVERS OR OTHER APPROPRIATE PROTECTION TO PEDESTRIANS AND THE
6. THE CONTRACTOR IS PROHIBITED FROM STORAGE OF CONSTRUCTION EQUIPMENT AND OR MAINS SIX INCH (6 ) AND LARGER SHI 4D LARGER SHALL BE INSTALLED BY DRYBORE AND JACK METHOD TRAVELING PUBLIC TO AVOID INJURY. DAMAGE OR INCONVENIENCE AS A RESULT OF THE } WITH CASING EXTENDING A MINIMUM OF THREE FEET (3 3 OPEN TRENCH, t':
130301SE1 SEDIMENTATION AND SOIL EROSION CONTROL DETAILS MATERIALS ON NCOOT MAINTAINED PAVED ROADWAYS AND IS PROHIBITED FROM STOCKPILING SHALL BE STEEL ENCASED WITH CASING dEMENT. QUANTITIES OF ENCASED DRYBORE FOR WHICH PAYMENT t
1303015E2 SEDIMENTATION AND SOIL EROSION CONTROL DETAILS OF TRENCH EXCAVATION OR SPOIL MATERIAL ON NCOOT MAINTAINED PAVED ROADWAYS. THE BEYOND THE EDGE OF PAVEMENT. QUAD COST OF HAULING AND OFF-SITE STOCKPILING OF THIS CLASS OF EXCAVATED MATERIALS SHALL BE MADE WILL BE BASED UPON T BASED UPON THE ACTUAL LENGTH SPECIFICED BY THE REGULATING 38. EXISTING AND PROPOSED WATER AND SEWER SERVICES:
ANTI-SEEPAGE COLLAR DETAIL SHALL BE INCLUDED BY THE CONTRACTOR IN HIS UNIT PRICE BID FOR THE PIPE RIGHT-OF WAY AGENCY AND APPROVED E 4D APPROVED BY THE ENGINEER. NO PAYMENT SHALL BE MADE FOR ag°o ,J~ p 'I:
)UIRED BUT LEFT IN PLACE FOR THE CONVENIENCE OF THE A. WATER AND SEWER SERVICES SHALL BE PROVIDED AT EVERY RECORDED LOT OF RECORD. Cgv~x°s y<
130301SE3 SEEDING PREPARATION, SILT BAG AND TEMPORARY INSTALLATION. DRYBDRE CASING NOT REQUIRED BUT LE CONTRACTOR. EVERY EXISTING DWELLING UNIT. OR AS DIRECTED BY THE ENGINEER. IN CASES WHERE cl~ ~f ¢ c. LARGE UNDEVELOPED OR AGRICULTURAL TRACTS OF LAND HAVE FRONTAGE ALONG THE yow V) a °
SEDIMENT TRAP W/BAFFLES DETAILS 7. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING. INSTALLING. MAINTAINING AND REMOVING SIGNS. BARRICADES. LIGHTS. ETC,. IN ACCORDANCE WITH THE MANUAL OF 29, WHEN A WATER MAIN IS TO BE INS E IS TO BE INSTALLED UNDER AN EXISTING STORM DRAIN OR GAS PROPOSED WATER OR SEWER MAIN. THE ENGINEER MAY DETERMINE TO DELETE OR OMIT
UNIFORM TRAFFIC CONTROL DEVICES. LATEST EDITION. FOR LANE CLOSURES OR DETOURS ON MAIN. BUT NOT A SANITARY SEWER. A 4ftr SEWER. A PIPE JOINT ON THE WATER MAIN TOBE INSTALLED SERVICES TO THESE LARGE TRACTS OF LAND AS PART OF THIS CONTRACT,Q
CITY STREETS. CONTACT THE CITY TRAFFIC ENGINEER AT 252-972-1123 FOR APPROVAL OF SHALL BE CENTERED ON THE EXISTING THE EXISTING STORM DRAIN OR GAS MAIN. TO THE EXTENT
z APPAROPRIATE INSTALLATION. FOR LANE CLOSURES OR DETOURS ON NCDDOT ROADWAYS, POSSIBLE THE EXISTING STORM DRAIN CD CONTACT THE DISTRICT ENGINEER AT 252-459-2126. CONSTRUCTION SIGNING SHALL BE MAINS TO BE INSTALLED UNDER EXIST] STORM DRAIN OR GAS MAIN SHALL NOT BE DISTURBED. WATER B. ALL WATER SERVICES SHALL BE THREE-QUARTER INCH (3/4 ) SERVICE UNLESS UNDER EXISTING STORM DRAINS OR GAS MAINS SHALL BE OTHERWISE NOTED ON THE DRAWINGS OR DIRECTED BY THE ENGINEER. THE INSTALLATION
CONSIDERED INCIDENTAL TO PIPE LINE COSTRUCTION AND THE CONTRACTOR SHALL INCLUDE INSTALLED BY UNCASED BRYBORE OR TL 3RYBORE OR TUNNELING. THE COST OF UNCASED DRYBORE PIPE SHALL BE IN ACCORDANCE WITH STANDARD DRAWING 5.5 OF THE MANUAL AND SHALL INCLUDE
a THE COST OF SUCH WORK IN THE UNIT PRICE BID FOR PIPE INSTALLATION. INSTALLATION SHALL BE INCLUDED BY U INCLUDED BY THE CONTRACTOR IN HIS UNIT PRICE BID FOR THE THE FOLLOWING: (1) TAP OR TAPING SADDLE AS APPROPRIATE; (2) CORPORATION STOP: s
PIPE INSTALLATION, (3) SERVICE LINE. BORE UNDER ROADWAY IF APPLICABLE; 14) METER BOX WITH CRUSHED
8. THE CONTTRACTOR SHALL BE RESPONSIBLE FOR AND CORRECTING ANY AND ALL DAMAGES TO PROPERTY, BOTH PUBLIC AND PRIVATE. CAUSED BY HIM DURING THE EXECUTION OF HIS 30. WATER MAINS SHALL BE INSTALLEE STONE; (5) CURB STOP, BRASS CLAMPING DEVICE. AND END CONNECTOR. THE SERVICE r..
Z WORK. THE COST OF REPLACING OR REPAIRING SUCH DAMAGED PROPERTY TO THE ORIGINAL VERTICALLY BELOW THE DEEPEST PORT] w BE INSTALLED A MINIMUM DEPTH OF THREE FEET (3 1 WITH THE LISTED ITEMS SHALL BE INSTALLED BY THE CONTRACTOR COMPLETE. SET TO )EEFEST PORTION OF A DITCH. STREAM OR CREEK CROSSING 8€D. GRADE. TESTED. AND READIED FOR METER PLACEMENT. METERS AND THE SETTING OF S MAY BE DECREASED TO TWO FEET (2 ) AT ROADSIDE DITCH AS METERS SHALL BE THE RESPONSIBILITY OF THE CITY AND THIS WORK WILL BE PERFORMED L~ z 3
n CONDITION SHALL BE INCLUDED BY THE CONTRACTOR IN HIS UNIT PRICE BID FOR THE PIPE COVER OVER ENCASEMENTS MAY BE DICE
INSTALLATION. LONG AS COVER OVER THE CARRIER PIF E CARRIER PIPE IS MAIANTAINED AT THREE FEET (3 3. AT NO ADDITIONAL COST TO THE CONTRACTOR. THE CITY SHALL RECORD INITIAL METER
x O READINGS FOR SERVICE START-UP. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORD WSJ Z
O 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL CORRECT ANY AND ALL DAMAGES 31. RELATION OF WATER MAINS TO SAF MAINS TO SANITARY SEWERS: DRAWINGS OF THE METER INSTALLATION AND TAP CARDS WITH TIE-DOWNS TO METER BOXES. Lli
n TO EXISTING UTILITES. STORM DRAINAGE AND OTHER FACILITIES CAUSED BY HIM DURING n T THE EXECUTION.OF HIS WORK WHETHER SUCH ITEMS ARE SHOWN ON THE DRAWINGS OR NOT. A. LATERAL SEPARATION OF WATER MAI OF WATER MAINS AND SANITARY SEWERS; C. ALL SEWER SERVICES SHALL BE FOUR INCH (4 ) SERVICE UNLESS OTHERWISE NOTED ON
w_ THE COST OF REPLACING OR REPAIRING SUCH DAMAGED EXISTING UTILITES. STORM THE DRAWINGS OR DIRECTED BY THE ENGINEER. THE INSTALLATION SHALL BE IN U
DRAINAGE AND OTHER FACILITIES TO THE SATISFACTION OF THE ENGINEER SHALL BE 1) HORIZONTAL SEPARATION OF AT LEI ION OF AT LEASWT TEN FEET (10 ) SHALL BE MAINTAINED ACCORDANCE WITH STANDARD DRAWING 4.12 OF THE MANUAL AND SHALL INCLUDE THE ui
INCLUDED BY THE CONTRACTOR IN HIS UNIT PRICE BID FOR THE PIPE INSTALLATION. BETWEEN WATER MAINS AND SANITARY S 4D SANITARY SEWERS. WHERE LOCAL CONDITIONS OR BARRIERS FOLLOWING: (1) IN-LINE SERVICE WYE WITH PUSH-ON JOINTS; (2) SERVICE PIPE. BENDS:
PREVENT A TEN FOOT (10 ) LATERAL ' 10. FENCES DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED BY THE LATERAL SEPARATION. ONE OF THE FOLLOWING SHALL APPLY: (3) BORE UNDER ROADWAY IF APPLICABLE; (4) CLEANOUT WITH PLUG. SERVICE LINE PLUG.
CONTRACTOR. THE CONTRACTOR SHALL INSTALL TEMPORARY FENCING TO PREVENT ESCAPE OF o. MAINS SHALL BE INSTALLED SUCH I TALLED SUCH THAT THE WATER AND SEWER MAINS SHALL BE LAID AND STONE BEDDING. THE SERVICE WITH THE LISTED ITEMS SHALL BE INSTALLED BY THE Q 0 Q CONTRACTOR COMPLETE. SET TO GRADE, TESTED. AND READIED FOR SERVICE CONNECTION.
LIVESTOCK. WITHIN SEPARATE TRENCHES WITH THE 4ES WITH THE EELEVATION OF THE BOTTOM OF THE WATER MAIN AT
LEAST EIGHTEEN INCHES (18 ) ABOVE (18 ) ABOVE THE TOP OF THE SEWER. D. ALL SERVICES FOUR INCH (4 ) AND SMALLER, WHICH CROSS A ROADWAY OR MORE THAN I.L.
11. ALL FENCE CROSSINGS OF PIPE LINE BEING CONSTRUCTED SHALL BE REPLACED WITH FENCE OF LIKE MATERIAL.INCLUDE IN REPLACEMENT A GATE TEN FEET (10 ) OR WIDER OF OR ONE LANE OF ROADWAY, SHALL BE INSTALLED BY UBNCASED DRY BORE AND JACK METHOD. :D
LIKE MAT€ERIAL AT EACH FENCE CROSSING BY PIPE COSNTRUCTIGN. COST OF REPLACING 39. WATER AND SEWER SERVICE CONNECTIONS:
FENCES AND PROVIDING GATES SHALL BE INCLUDED IN UNIT PRICE BID PER LINEAR FOOT b. MAIN MAY BE INSTALLED IN THE Si _ED IN THE SAME TRENCH AS LONG AS THE WATER MAIN IS
OF WATER OR SEWER PIPE. INSTALLED ON AN ELEVATIED BENCH AE LIFO BENCH ABOVE THE SEWER WITH THE ELEVATION OF THE BOTTOM A. ALL HOUSEE CONNECTIONS SHALL BE LAID TO THE RIGH-OF-WAY LINE OR EASEMENT
OF THE WATER MAAIN AT LEAST EIGHTE LEAST EIGHTEEN INCHES (18 ) ABOVE THE TOP OF THE SEWER. LINE. AS SHOWN ON THE DRAWINGS. OR AS DIRECTED BY THE ENGINEER. ~
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS CONSTRUCTION OPERATIONS TO EXISTING USGS. NCGS. NCDDT AND OR CITY OF ROCKY MOUNT B. CROSSING OF A WATER MAIN OVER F MAIN OVER A SANITARY SEWER MAIN: B. WHERE AN EXISTING SERVICE IS IN PLACE. THE CONTRACTOR SHALL TIE-IN THE
MONUMENTS. THE CONTRACTOR SHALL. AT HIS COST. REPAIR. REPLACE OR RESET ANY EXISTING SERVICE TO THE NEW SYSTEM.'-
MONUMENTS SO DISTURBED BY HIM AS DETERMINED BY THE ENGINEER. THIS WORK SHALL BE I) WHENEVER IT IS NECESSARY FOR A ESSARY FOR A WATER MAIN TO CROSS OVER A SANITARY SEWER MAIN
DONE BY A REGISTERED LAND SURVEYOR. OR A SANITARY SEWER MAIN TO BE BOF 0.IN TO BE BORED UNDER A WATER MAIN. THE MAINS SHALL BE C. FOR WATER SERVICE INSTALLATION WHERE PROPERTY OWNER IS NOT CURRENTLY SERCVED V)
INSTALLED IN SUCH MANNER THAT THE 4ER THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN BY CITY WATER. THE CONTRACTOR SHALL INSTALL A SERVICE TO THE PROPERTY LINE AS V)
13. THE CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY INCHES (18 ) IN A VERTICAL PLANE I 3 CORNERS. IF THE WORK REQUIRES THE REMOVAL AND RESET OF PROPERTY IRONS. THIS LOCAL CONDITIONS OR BARRIERS PRVED TICAL PLANE ABOVE THE TOP OF THE SANITARY SEWER. WHERE CLOSE AS POSSIBLE TO THE EXISTING WELL, HOUSE LEAD TO LOCAL WATER SYSTEM. HOSE Lli 4RRIERS PRVENT AN EIGHTEEN INCH (18 ) VERTICAL SEPARATION, BIB AT FRONT OF HOUSE. OR AS DIRETED BY THE ENGINEER.
2 WORK SHALL BE DONE BY A REGISTERED LAND SURVEYOR. BOTH THE WATER MAIN AND THE SANIT/ 4D THE SANITARY SEWER MAIN SHALL BE CONSTRUCTED OF FERROUR Q -
MATERIALS AND WITH JOINTS THAT ARE INTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS. THE D. FOR SEWER SERVICE INSTALLATION WHERE PROPERTY OWNER IS NOT CURRENTLY SERCVED < t,
re 14. THE CONTRACTOR SHALL GRAVE, SHAPE AND SEED THE RIGHT-OF-WAY AFTER JOINTS SHALL BE LOCATED A DISTANCE Q CONSTRUCTION OPERATIONS ARE COMPLETED IN A PROPER MANNER TO AVOID PONDING OF cD A DISTANCE OF TEN FEET t10 ) ON EACH SIDE OF THE POINT BY CITY SEWER. THE CONTRACTOR SHALL INSTALL A SERVICE TO THE PROPERTY LINE AS
OF CROSSING. U~ WATER. THE CONTRACTOR SHALL RESEED AND MULCH ALL DISTURBED AREAS OUTSIDE OF CLOSE AS POSSIBLE TO THE EXISTING SEPTIC TANK. DRAIN LINE FEOM HOUSE. OR AS Z
z PAVEMENT. SEEDING AND MULCHING SHALL BE DONEE WITHIN 30 DAYS OF COMPLETION OF C. CROSSING OF A WATER MAIN UNDER DIRETED BY THE ENGINEER. - 0 R MAIN UNDER A SANITARY SEWER MAIN: I--
BACKFILL. 40. PERMANENT SEEDING SCHEDULE: LL
w 1) WHENEVER IT IS NECESSARY FOR A ESSARY FOR A WATER MAIN TO BE BORED UNDER A SANITARY SEWER 0
15. SCARRED TREES SHALL HAVE THE. SCARS TRIMMED AND ASPHALT PAINTED. MAIN OR A SANITARY SEWER MAIN TO a NER MAIN TO CROSS OVER A WATER MAIN, BOTH THE WATER MAIN A. FOR WELL TO POORLY DRAINED SOILS WITH GOOD MOISTURE RETENTION: (Z U
Lci - AND. THE SANITARY SEWER MAIN SHALL 2 MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS WITH ::D HATER MAIN STANDARDS. THE JOINTS SHALL BE LOCATED A SEEDING MIXTURE V) V)
u 16. WHERE BENCHING OF SEWER TRENCH IS REQUIRED. CONTRACTOR SHALL CONSTRUCT A u JOINTS EQUIVALENT TO WATER MAIN ST (10 ) ON EACH SIDE OF THE POINT OF CROSSING. SPECIES RATE LB/ACRE W
a BERM AT THE TOP OF THE SLOPE. DISTANCE OF TEN FEET (10 ) ON EACE
17. USE AND STORAGE OF EXPLOSIVES ON WORK SHALL CONFORM TO STATE, FEDERAL AND 32. DEACTIVATE AND DISCONNECT EXIS &CONNECT EXISTING WATER MAINS:
LOCAL LAWS AND REGULATIONS. " A. THE CONTRACTOR SHALL DEACTIVATE TALL FESCUE (KY 31) 50 Q
> 18. THE CONTRACTOR SHALL PLUG OPEN END OF PIPE(S) AT ENO OF DAY. DISTRIBUTION SYSTEM ALL EXISTING V '_L DEACTIVATE AND DISCONNECT FROM THE CITY WATER BERMUDA 25 r 'L EXISTING WATER MAINS BEING REPLACED WITH NEW WATER CENTIPED 5
MAINS. THE DEACTIVATION. DISCONNE ION. DISCONNECTION. REMOVAL AND DISPOSAL OF THE OLD WATER < IF
19. THE COST OF CONCRETE COLLARS AND PLUGS SHALL BE INCLUDED IN UNIT PRICE OF PIPING AND THE INSTALLATION, TEST] .ATION. TESTING AND PLACING INTO OPERATION OF THE NEW WATER B. SEEDING NOTES:
PIPE UNLESS OTHERWISE NOTED IN PROPOSAL. PIPING TOGETHER WITH ALL NECESSARI ALL NECESSARY FITTINGS. PLUGS. VALVES. ETC.. REQUIRED TO
COMPLETE THE INSTALLATION. SHALL E 20. THE COST OF ADAPTORS, TRANSITIONS, PIPE JOINT LOCKING DEVICES, REQUIRED FOR OF THIS WORK SHALL BE INCLUDED IN TION. SHALL BE FURNISHED AND INSTALLED COMPLETE. THIS COST 1. FROM SEPTEMBER 1 THRU FEBURARY 28; INCREASE RATE OF BERMUDA GRASS (HULLED)TO INCLUDED IN THE UNIT PRICE BID FOR PIPE. INCLUDED IN THE
CONNECTIONS AND OR TRANSITIONS OF P.U.C.. C.I.P. AND D.I.P. SHALL BE INCLUDED IN UNIT PRICE OF THE NEW PIPE SHALL E PIPE SHALL BE THE REMOVAL AND DISPOSAL OF VALVE BOXES ON 2. SEEDED AREAS SHALL BE CULTIPACKED TO FORM SEEDBED AND COVER AREAS. DATE:MAR 24. 2008
UNIT PRICE OF PIPE. THE ABANDONDED PIPE. F
C. SOIL AMENDMENTS: DESIGNED BY: TAD;
21. AT ALL LOCATIONS WHERE A PIPE MUST BE INSTALLED INSIDE A DITCH OR AT A CREEK B. WATER MAINS TO BE ABANDONED BY ABANDONED BY BEING DISCONNECTED FROM THE CITY DISTRIBUTION
CROSSING TO ALLOW CONTRACTOR ACCESS, THE PIPE SO INSTALLED SHALL BE LEFT IN SYSTEM ARE SHOWN ON THE DRAWINGS F PLACE. PIPE SHALL BE EIGHT INCHES (8 1 IN DIAMETER OR LARGER UNLESS OTHERWISE CONTRACTOR SHALL FIELD VERIFY THE if DRAWINGS FOR CONTRACTORS CONVENIENCE ONLY. THE 1. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS. GENERALLY APPLY 3,000 TO TECHNICIAN: RCS D VERIFY THE EXACT SIZE, TYPE. AND LOCATION OF WATER MAINS 5.000 LB/ACRE GROUND AGRICUL-TRUAL LIMESTONE AND 500 LB/ACRE OF 10-20-20 CHECKED BY,TAD.JR
DETERMINED BY THE ENGINEER. THE COST FOR INSTALLING THIS PIPE SHALL BE INCLUDED PROPOSED TO BE ABANDONED. THE WA1 4ED. THE WATER MAINS SHOWN ON THE DRAWINGS TO BE ABANDONED FERTILIZER. USE THE LOWER RATE ON SANDY SOILS
IN THE UNIT PRICE BID PER LINEAR FOOT OF WATER OR SEWER PIPE. ARE SHOWN BASED UPON THE BEST INF( THE BEST INFORMATION THE CITY HAS WITH RESPECT TO THE WATER
MAIN SIZE, LOCATION AND TYPE MATEF ID TYPE MATERIAL. D. MULCH: REVISIONS
22. WHERE A CUT-IN MANHOLE (DOGHOUSE) IS SHOWN ON THE DRAWINGS OR REQUIRED BY THE ENGINEER, THE MANHOLE SHALL BE INSTALLED OVER THE EXISTING PIPE. THE 33. TIE-IN OF NEW WATER MAINS TO E F ER MAINS TO EXISTING WATER MAINS: 1. APPLY 4.D40 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE NO. DATE
EXISTING PIPE SHALL BE PROPERLY GROUTED AT ENTRANCE AND EXIT POINTS OF THE MULCH. ANCHOR STRAW BY TACKING WITH LIQUID ASPHALT OR ANCHOR BY NETTING, r
MANHOLE. BENCHES SHALL BE BUILT-UP TO 80% OF THE DIAMETER OF THE PIPE AND THE A. NEW WATER MAINS SHALL BE CONNE( ALL BE CONNECTED TO EXISTING WATER MAINS IN THE MANNER AND ROVING. OR CRIMPING WITH A MULCH ANCHORING TOOL. HYDRAULIC TACKING MATERIALS
TOP OF THE PIPE ABOVE THE BENCH BROKEN-OUT TO ALLOW ACCESS TO PIPE INTERIOR. AT THE LOCATION SHOWN ON THE DRAW] ON THE DRAWINGS OR DIRECTED BY 'THE ENGINEER. EXISTING SHALL BE USED IN HIGH QUALITY WATER (HOW) ZONES, OUTSTANQOING RESSQURCE WATERS
WATER MAINS WHICH ARE TO BE ABAND( TO BE ABANDONED ARE ALSO SHOWN ON THE DRAWINGS FOR (GRW). AND CRITICAL HABITAT. A DISC HARROW WITH BLADES SET NEARLY STRAIGHT
Ir 23. THE CONTRACTOR SHALL INSTALL ALL UTILITY PIPING ON PAVED ROADS A MINIMUM OF REFERENCE AND CONVENIENCE ONLY. 1 W FIVE FEET (5 I OUTSIDE OF THE EDGE OF THE EXISTING PAVEMENT UNLEESS NOTED DRAWINGS FOR CONTRACTORS CONVENIEP ENCE ONLY. WATER MAINS TO BE CONNECTED ARE SHOWN ON THE (VERTICAL) CAN BE USED AS A MULCH ANCHOR. DRS CONVENIENCE ONLY. EXISTING WATER MAINS ARE SHOWN BASED
OTHERWISE ON THE DRAWINGS. WATER MAINS AND FORCE MAINS SHALL BE CONSTRUCTED UPON THE BEST INFORMATION AVAILABL TION AVAILABLE TO THE CITY WITH RESPECT TO THE SIZE, E. MAINTENANCE;
WITH A MINIMUM OF THREE FEET (3 ) OF COVER. LOCATION, AND TYPE OF MATERIAL. 1 z MATERIAL. THE CONTRACTOR SHALL VERIFY THIS INFORMATION
PRIOR TO OF W"ftI 16TkvjPE. FITTIP ~ff~JP£.. FITTINGS. VALVES. COUPLINGS, ETC., TO MAKE THE 1. IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR `
24. CONTRACT DRAWINGS MAY NOT SNOW ALL DRIVEWAYS. WHEN THE DRAWINGS DO SHOW THE TIF-IN. At`1^nPnfAlf: Tn GMl TtCTC. nP TnPrPf(ZC WITH 9M) i R/Ar AL 1-9t)-9t) GCRT11 17GR_ SCALES
G INSTALLATION OF SANITARY SEWER PIPING. STORM DRAINAGE PIPING AND OR WATER MAINS V AS SHOWN
q CROSSING PAVED DRIVEWAYS. THE ENGINEER SHALL MAKE A DETERMINATION AS TO THE 1. ALL DRAWING SCALES ARE AS NOTE[ ARE AS NOTED ON EACH INDIVIDUAL DRAWING EXCEPT WHERE RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
PRACTICALITY OF INSTALLING THE PIPE LINE BY BORING UNDER THE DRIVEWAY. IN LIEU NOTED OTHERWISE. 0 C
OF BORING UNDER THE DRIVEWAY(S), THE ENGINEER MAY DIRECT THE CONTRACTOR TO PROJ. NO. DIV.
OPEN-COT THE TRENCH BY SAWING. BREAKING. REMOVING AND DISPOSING OF EXVATATED 50' 25' 0' S0` a PAVING MATERIALS. CONTRACTOR SHALL BACKLLAANDYCOAFTER MPACT T THE INSTALLATION 50' 100' 150' 1890 A
TRENCH AND REPLACE PIPELINE. THE E THE CONCRETE OR t-
V) BAR SCALE-1 BAR SCALE-1"=50' DRAWING NO.
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PAUL D. WHITLEY, JR. ET-ALS INSTALLED BY DRY BORE AND BACK -
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MH STA. 138+52.88 >R 56 800238.1637 2334213.9626 118.76 MH#56 140+63.16
A = 14°26`38" RT. NO [2ELINIATEt1 57 800396,1694 2334049.2534 117.30 MH#57 142+91.40 o U V) -i
e WETLANDS 58 800712.0863 2333893.4956 118.97 MH#58 146+43.63 cl:: 0 1-- ~ IDEJACK 59 800762.8978 2333624.5702 118.31 MH#58 149+17-31 LEI
36" STEEL ENCASEMENT TO BE wi
INSTALLED BY DRY BORE AND JACK < {n I
25 PERMANENT EASEMENT r _ Q
15` CONSTRUCTION EASEMENT MH - 57
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THE PLAN AND PROFILE SHOWN ON R THESE DRAWINGS IS TAKEN BY AERIAL C. EVERY EFFORT WILL BE MADE TO REDUCE AND MINIMIZE CLEARING n t 0:~ ~q
TOPOGRAPHY OF THE E CITY TY OF ROCK Y VERIFY COMPLIANCE. -MOUNT AND NOT FROM A PHYSICAL AND DISTURBANCE TO WETLANDS ALONG THE ALIGNMENT
SURVEY. WITHIN THE PERMANENT AND TEMPORARY CONSTRUCTION EASEMENTS.
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115 - 115 DATE:DEC9 2008
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DESIGNED BY: TAD r:
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- - TECHNICIAN: ROB r
105 - Y - - 105 CHECKED BY:TAD,JR r'
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- NO. DATE
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COPYRIGHT 9 2000 - ALL RIGHTS RESERVED - TROY DORY AND ASSOCIATES. INC. r>
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ALL WETLAND AREAS WITHIN CON RUCTION AREA A E TO BE / ~ 1V 8037t}9. 16 140 E~ E 2329459.20 Soi e5~
o NOTE: RESTORED TO ORIGINAL GRADE CONTRACTOR TO PR VIDE 11 4 j z LLJ
m THE PLAN AND PROFILE SHOWN ON PRE AND POST SURVEY DA. ALONG ALIGNMENT TO NGINEER TO
° THESE DRAWINGS IS TAKEN BY A£ft1AL RITY fiO PM LANCE. 1 TOPOGRAPHY OF THE CITY OF ROCKY sQ r'r
MOUNT AND NOT FROM A PHYSICAL EVERY EFFORT WILL BE MADE TO REDUCE AND MINI IZE CLEARING ' f
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120 120 I)ATE:DEC9 2008
1- DESIGNED BY: TAD
TECHNICIAN: RCB
110
110 CHECKED BY:TAD.JR s
REVISIONS
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g 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 COPYRIGHT 0 2008 - ALL RIGHTS RESERVED , TROY DORY AND ASSOCIATES, INC,

EROSION AND SEDIMENTATION CONTROL NARRATIVE
PROJECT DESCRIPTION V j-
THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT AN 18° SEWER OUTFALL FOR THE CITY OF ROCKY MOUNT, NC ° rr
THE PROJECT IS OWNED BY THE CITY OF ROCKY MOUNT. u W N
THE CONSTRUCTION CORRIDOR IS 8,243 FEET IN LENGTH BY 40' WIDE. FILTER z w
FABRIC APPROXIMATELY 7.6 ACRES WILL BE DISTURBED DURING CONSTRUCTION. THE TRENCH WILL BE BACKFILLED TO EXISTING GROUND. 8' MAX. WITH WIRE
N
THE PROJECT IS SCHEDULED TO BEGIN CONSTRUCTION IN SUMMER 2009 WITH PROJECT COMPLETION AND FINAL (6' MAX. WITHOUT WIRE)
STABILIZATION BY SUMMER 2010. THE EROSION AND SEDIMENT CONTROL PROGRAM FOR THIS PROJECT WILL INCLUDE THE INSTALLATION OF SUITABLE CONSTRUCTION ENTRANCES, SILT FENCING, OUTLET PROTECTION, INLET PROTECTION, ROCK COMPACTED FILL ® V) z
CHECK DAMS, TEMPORARY SEDIMENT TRAPS WITH SEEDING OF THE SITE. Q W W Z 1
Q 0 r"
ADJACENT PROPERTY MIDDLE AND VERTICAL WIRES Y
SEE DRAWINGS 189001SE5 THROUGH 189001SE8 FOR ADJACENT PROPERTY OWNERS. SHALL BE 12 1/2 GAUGE MIN.
SOILS
I THE SOIL ALONG THIS CORRIDOR IS SAND LOAM. CC 0 _j
I~ 0- cn ~ W ~ r
EROSION AND SEDIMENT CONTROL MEASURES Q v> v
ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND ~ j STEEL P( o MAINTENEO BY THE CONTRACTOR ACCORDING TO THESE PLANS AND SPECIFICATIONS AND THE MINIMUM z ,STEEL POST-2' DEPTH 06 O r'r
STANDARDS OF THE NC DEPT. OF ENVIRONMENTAL MANAGEMENT, LAND QUALITY SECTION AND THE CITY OF
ROCKY MOUNT. THE CONTRACTOR SHALL ALSO FOLLOW ANY ADDITIONAL REQUIREMENTS AS OUTLINED BY THE tJ i. ~r
~ PROJECT ENGINEER.
EXTENSION OF FABRIC AND a WIR WIRE INTO TRENCH ppRATIOpj 0RIC AND ~k=c°~ F sy' z
o STRUCTURAL PRACTICES
1. VEHICLE WHEELS SHALL BE CLEAN WHEN LEAVING THE SITE TO PREVENT THE TRACKING OF MUD ON PAVED L' w ROADS. FILTER FABRI :H w ^wm a=p
w C TOP AND BOTTOM STRAND Sj I LT FENCE D F[ 2. CONSTRUCTION ROAD STABILIZATION, CONSTRUCTION TRAFFIC SHALL BE LIMITED TO STABILIZED AREAS. AT A 2 V I f
N MINIMUM, A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE PROVIDED AS SHOWN ON ON THESE SHALL BE 10 GAUGE MIN, NTS RER E tr If DETAIL SEDIMENTATION EROSION CONTROL NOTES:
DRAWINGS. 'Y3tS1~~~ t=:
3. SILT FENCE, SILT FENCES SHALL BE PROVIDED WHERE SHOWN AND AS NEEDED ON THE SITE PLAN. THESE NOTESs 1. IN ADDITION TO ALL OTHER SEDIMENTATION AND EROSION CONTROL MEASURES SPECIFIED 4p~1 x,N
BARRIERS SHALL BE USED TO CONTAIN SEDIMENT AND PREVENT STORM RUNOFF TO THE CONSTRUCTION AREA. 1. CONSTRUCT THE SEGMENT BARRIER OF STANDARD STRENGTH OR THE CONTRACTOR SHALL COMPLY WITH ANY ADDITIONAL MEASURES DEEMED NECESSARY BY
4. RIP RAP/GRAVEL FILTER SEDIMENT TRAPS: CONSTRUCT TRAPS TO THE SHAPE AND DIMENSIONS SHOWN IN EXTRA STRENGTH SYNTHETIC FILTER FABRICS. kTI- THE INSPECTOR PRIOR TO AND/OR DURING THE COURSE OF CONSTRUCTION.
THE DETAILS. THE TRAP IS TO BE PLACED BELOW SURFACE FLOW LINE BY 2' WITH THE BERM BUILT 2. ENSURE THAT THE HEIGHT OF THE SEGMENT FENCE DOES NOT
ABOVE AS DIMENSIONED. EXCEED 18" ABOVE THE GROUND SURFACE, 2. EROSION CONTROL MEASURES AS INDICATED ON PLANS OR IN THE SPECIFICATIONS SHALL ° a & ~0
VEGETATIVE PRACTICES 3. INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE w O U-) BE INSTALLED PRIOR TO DISTURBING ANY SOIL. CONTRACTOR SHALL MAINTAIN ALL a a z o
TEMPORARY SEEDINGs ALL DENUDED AREA OR AREAS TO BE GRADED WITHIN 15 CALENDAR DAYS SHALL RECEIVE TEMPORARY LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE SEDIMENT CONTROL DEVICES AND SHALL REMOVE SEDIMENT FROM FENCES AS REQUIRED BY
SEEDING WITHIN 15 DAYS OF COMPLETING INITIAL EARTHWORK. TEMPORARY SEEDING SHALL ALSO BE USED TO NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A THE INSPECTOR. ANY COLLECTED SEDIMENT LEFT AT THE END OF THE JOB SHALL BE mob"
STABILIZE FINISHED GRADE AREAS IF THE TIME OF YEAR IS OUTSIDE THE SPECIFIED PERMANENT SEEDING PERIODS. SUPPORT POST WITH OVERLAP TO THE NEXT POST, REMOVED. ON 3. CONTRACTOR SHALL SEED 8 MULCH WITHIN 30 DAYS OF INITIAL DISTURBANCE AND IN NO `
TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH TEMPORARY SEEDING SPECIFICATIONS. 4, SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH
MANAGEMENT STRATEGIES FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING
1. PERIMETER MEASURES ARE TO BE INSTALLED PRIOR TO GRUBBING OR GRADING, HEAVY DUTY WIRE STAPLES AT LEAST i" LONG, OR TIE WIRES. CASE SHALL OVER 500 FEET BE LEFT UNSEEDED AND UNMULCHED AT ANY ONE TIME.
2, TAIL DITCHES SHALL BE STABILIZED IMMEDIATELY FOLLOWING THEIR CONSTRUCTION. AS AN ALTERNATE, EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. 4. SEDIMENT FENCES SHALL BE REMOVED FROM THE SITE WHEN GRASSING IS ACCEPTED AND
ROCK CHECK DAMS MAY BE PROVIDED AT THEIR OUTLETS ANp/OR THE TERMINAL DOWNSTREAM END OF 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A STABILIZATION IS COMPLETE. 'qO=
DISTURBANCE UNTIL GROUND COVER IS IMPLEMENTED, MAXIMUM OF 10' APART, SUPPORT POSTS SHOULD BE DRIVEN
3, STOCKPILE ANp/OR WASTE AREAS MUST BE MAINTAINED WITHIN THE LIMITS OF THE AREAS PROTECTED BY THE SECURELY IN TO THE GROUND TO A MAXIMUM OF 24" 5. ANY EXCAVATED MATERIAL WHICH IS NOT USED FOR FILL SHALL BE REMOVED FROM THE
z PROPOSED MEASURES AND OTHERWISE TEMPORARILY SEEDED IF TO BE LEFT STOCKPILED OVER 15 CALENDAR DAYS, 6. EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES NOT SITE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER.
Q 4. CONSTRUCTION SHALL BE PLANNED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS 6. CONTRACTOR SHALL MAINTAIN ALL STREETSIDE DRAINAGE SWALES AND DITCHES. ALL O°°~ ~Q)
a POSSIBLE. REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER DISTURBED VEGETATION IN LAWNS SHALL BE REPLACED IN KIND AND ALL DITCHES AND
5. SILT FENCES SHALL ALSO BE INSTALLED PRIOR TO OR AS A FIRST STEP IN CONSTRUCTION. FABRIC DIRECTLY TO THE POSTS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND 7. EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8" DEEP ALONG DRAINAGE STRUCTURES MAINTAINED FREE FROM SEDIMENT,
z SEDIMENT CONTROL PRACTICES. THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER, BACKFI o VEGETATIVE GROUND COVER S. P ) 7. WHEN A LINE IS TO BE INSTALLED ALONG A SHOULDER WITH A SLOPE FROM THE ROAD, ~
OVER THE THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED DIRT (FILL) REMOVED FROM THE CUT SHALL BE STOCKPILED ON THE PAVEMENT SIDE
IMMEDIATELY FOLLOWING GRADING, ALL AREAS SHALL RECEIVE EITHER PERMANENT OR TEMPORARY SEEDING, AS OVER THE FILTER FABRIC. OF THE CUT. THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL FROM THE SITE PER
Y APPLICABLE, AS FOLLOWS: 9. DO NOT ATTACHED THE FILTER FABRIC TO EXISTING TREES. . ELI Ld
° FEB MAY JUNE SEPT OCT JAN 1 10. LOCATION OF TEMPORARY SEDIMENT FENCE SHOWN ON THE PLANS °m PERMANENT SEEDS FEB- FESCUE JUNE FESCUE SEl IS NOT EXACT. CONTRACTOR SHALL FIELD LOCATE TEMP. SEDIMENT FENCE K-31 K-31 K-31 FESCUE THE JOB SPECIFICATIONS.
5•.2000 SF 5+.1000 SF 5«/1000 SF AS CLOSE TO THE DOWNSLOPE EDGE OF THE LIMITS OF CLEARING & Ljj WHEN INSTALLING RIP RAP ON DISTURBED STREAM BANKS, CONTRACTOR SHALL PLAN WORK W VCE IN SUCH MANNER THAT STOCKPILES OF EARTH ARE NOT SUBJECT TO WASHING INTO Z
m TEMPORARY SEED, WINTER RYE GERMAN MILLET WINTER RYE GRUBBING AS SPACE ALLOWS.
U- ® 50•/AC @ 40«/AC Q50•/AC STREAM OR DRAINAGE AREA, ry
FERTILIZER, 10-10-10 o 25•/1000 SF MULCH: STRAW Q 90•/1000 SF . CONSTRACTOR SHALL INSTALL SILT FENCES OR OTHER SEDIMENT COLLECTION STRUCTURES u n 9-
LIMES 100=/1000 SF TACKS 200 GALLONS/AC ON ALL MULCHING IN STREETSIDE DITCHES WHEN SO DIRECTED BY THE ENGINEERS, EVEN THOUGH NOT ~ I
SHOWN ON THE CONTRACT DRAWINGS, WHEN, IN THE OPINION OF THE ENGINEERS, LLj W
MAINTENANCE SUFFICIENT CARE IS NOT BEING TAKEN BY THE CONTRACTOR TO PREVENT ENTRANCE _J _j
1. RESEED AND MULCH BARE SPOTS LARGER THAN 9 SQUARE FEET (LIMITED TO TO 5% MAXIMUM OF SITE AREA.) PUMP-AROUND P R A C T I CE o U _ OF SEDIMENT INTO DITCHES. SAID STRUCTURES SHALL BE INSTALLED AT THE n Q rr CONTRACTOR'S EXPENSE, AT NO ADDITIONAL COST TO THE OWNER. Q Li-cr_
2. MAINTAIN ALL SEEDED AREAS UNTIL UNIFORM STAND IS ACCEPTABLE.
3. IF GROWTH IS NOT ESTABLISHED BY FINAL PROJECT INSPECTION, CONTINUE SPECIFIED ATTENTION UNTIL THE STAND IS ACCEPTABLE.
4, CORRECT AND REPAIR ALL UNDUE SETTLING AND EROSION WITHIN 1 YEAR AFTER FINAL INSPECTION. 10. ALL COSTS ASSOCIATED WITH INSTALLATION, MAINTENANCE AND REMOVAL OF LL
5. REMOVE FROM THE SITE, ALL EROSION CONTROL STRUCTURES AFTER COMPLETE STABILIZATION AT END OF PLAN VIEW TEMPORARY STREAM CROSSINGS AND STRUCTURAL STREAM BOTTOM STABILIZATION 0
CONSTRUCTION PERIOD. L AIV 6. REMOVE SILT FROM SEDIMENT PITS AND FROM BEHIND CHECK DAMS WHEN SILT IS WITHIN HALF DEPTH OF SHALL BE INCLUDED IN PRICE OF PIPE. RIP RAP SHALL BE PAID BASED ON
UNIT PRICE IN PROPOSAL.
THE PIT OR SPILLWAY. DISPOSE OF IN AN AREA WHERE SILT CANNOT RE-ENTER PIT / TRAP. 11, WHERE SEWERS ARE TO BE INSTALLED IN THE CENTERS OF EXISTING ROADWAYS,
CALCULATIONS ALL TRENCHES SHALL BE FILLED AT THE CLOSE OF EACH WORK DAY AND WHEN RAIN C,?
THE PRACTICE UTILIZED FOR THE PROPOSED SITE DID REQUIRE FORMAL CALCULATIONS. CALCULATIONS HAVE BEEN IS IMMINENT. AT NO TIME SHALL TRENCHES BE LEFT OPEN OVERNIGHT, OVER
PROVIDED, WEEKENDS, OR DURING INCLEMENT WEATHER. OPEN END OF PIPE SHALL BE PLUGGED
OWNER APPROVED BEFORE CLOSING TRENCH.
z THE CITY OF ROCKY MOUNT, NORTH CAROLINA DEWATERING DEVICE 12. ALL RIP-RAP LINED CHANNELS SHALL BE LINED WITH AMOCO 4551 FILTER FABRIC
331 S. FRANKLIN ST. . PO BOX 1180 OR AN APPROVED EQUAL PRIOR TO PLACEMENT OF THE RIP-RAP. cn z
a o ROCKY MOUNT, NC 27802.1180 r STREAM w 13. THE CONTRACTOR SHALL UTILIZE SILT BAGS WHERE NECESSARY FOR THE DEWATERING L LLj
TELEPHONES 252.972.1111 EMAIL: [e-mail] / DIVERSION PUMPS
ON PUMPS OF TRENCHES DURING CONSTRUCTION, z z
r EROSION CONTROL CONSTRUCTION SEQUENCE DISCHARGE HOSES Q < w
z o o k=r ter:
P I NTAKE W Q 1. OBTAIN EROSION CONTROL APPROVAL PRIOR TO BEGINNING LAND DISTURBANCE. RETAIN A COPY OF THE APPROVED EROSION INTAKE W - o
w CONTROL PLAN AND PERMIT ON SITE-CALL LOS ® 919-791-4200 AND THE CITY OF ROCKY MOUNT e 252-972-1121 TO HOSE DEWATERING PUMP < cc HOSE
P ~ NOTIFY THE RESPECTIVE PARTIES OF A START DATE PRIOR TO LAND DISTURBANCE. w z z Cr
0 2. CLEAR THE AREA NEEDED TO CONSTRUCT THE PROPOSED CONSTRUCTION ENTRANCE. C~ w o o v Fh
~ 3. CONSTRUCT THE CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS. MAINTAIN THE CONSTRUCTION ENTRANCE DAILY TO ENSUR A V) z I
THAT MUD AND SILT WILL NOT BE TRACKED ONTO THE PAVED SURFACE. IF MUD IS TRACKED ONTO THE ROAD SURFACE, f R W IT IS TO BE REMOVED IMMEDIATELY. FLOW W o z f
> 4. CONSTRUCTION ENTRANCE LOCATION MAY NOT VARY WITHOUT PRIOR APPROVAL FROM ENGINEER AND CITY OF ROCKY MOUNT. INTAKE HOSE FLOW
5. CLEAR THE AREA NEEDED TO ACCESS AND CONSTRUCT SEDIMENT TRAPS 1-4 ALONG THE PROJECT AREA, -OW
6. CONSTRUCT SEDIMENT TRAPS 1.4 ALONG THE PROJECT. w
7. CLEAR THE AREA NEEDED TO CONSTRUCT THE PERIMETER EROSION CONTROL MEASURES INCLUDING TEMPORARY DIVERSION DITC S. SEDIMENT DIKE CLEAN WATER DIKE
tL- SILT FENCE, AND ROCK CHECK DAMS. ROCK CHECK DAMS DOWNSTREAM OF PIPES AND DITCHES SHALL REMAIN IN-PLACE UNTIL SUMP HOLE -HOLE
PERMANENT MEASURES ARE STABILIZED. R POOL )OL =
8. CONSTRUCT THE TEMPORARY DIVERSION AND SILT FENCE. TIE TEMPORARY DIVERSIONS INTO SEDIMENT TRAPS WHERE APPLICA E t12" TO 18° DE TO 180 DEEP DATE: DEC. 2008
DIVERSIONS & TRAPS SHALL BE SEEDED, MULCHED, & ANCHORED UPON INSTALLATION, WORK AREA - 2 CIA. > r? A.)
9. CONTACT CITY INSPECTOR PRIOR TO LARGE-SCALE SITE GRADING. PUMPS SHOULD DISCHARGE LENGTH NOT TO EXCEED TECHNICIAN: RCB "
10, BEGIN CLEARING, GRUBBING, AND TOPSOIL STRIPPING FOR ROADWAY RIGHTS-OF-WRY, ONTO A STABLE VELOCITY THAT TWHICH ED IN BE
Q 11" ALL STREAMS AND DITCHES WITH FLOWING MATER MUST BE PUMPED AROUND. OR SINDBAGSMADE OF RIP RAP COMPLETED N ONE DAY CHECKED BY: TADJR
12. CONSTRUCT INTERCEPTOR SEWER OUTFALL THROUHOUT THE PROJECT. OR SANDBAG
13. SEED, STRAW AND TACK AREAS BEHIND PIPE INSTALLATION BACKFILL THAT ARE GRADED TO THEIR FINAL DISPOSITION. 14. UPON STABILIZATION OF SEEDED AREAS, REMOVE TEMPORARY DIVERSION DITCHES AND TEMPORARY SEDIMENT TRAPS.
15. UPON COMPLETION OF THE PROJECT, REMOVE SILT FENCE AND ROCK CHECK DAMS. REVISIONS Y x
16. SEED, STRAW AND TACK ANY REMAINING EXPOSED AREAS, NO. DATE
MAINTENANCE NOTESs
1. DO NOT LET ANY AREA REMAINED EXPOSED FOR MORE THAN 15 CALENDAR DAYS WITHOUT APPLYING TEMPORARY SEEDING. /Rt r L E GE L~ 5/29/09
2. MAINTAIN ALL EROSION CONTROL MEASURES DAILY AND RESEED DISTURBED AREAS AS NEEDED. S E C T I ON A ' A ND
cr 3. INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RAINFALL EVENT. REPAIR AS NEEDED.
m 4. AT THE END OF EACH DAYS TRENCHING OPERATION, CONSTRUCT TEMPORARY EROSION CONTROL MEASURES UNTIL THE SILT FENCE JM JUTE MATTING J
t Y. r
z NEXT DAY'S OPERATION CONTINUES. IMPERVIOUS SHEETING TEMPORARY SEDIMENT TRAP `-r
z STONE CHECK DAM
- u--~- ItMFUHAHY DIVERSION DITCH OUTLET STABILIZATION SCALES
BASE FLOW 1 FOOT
0 2 WORK AREA (2 FOOT MINIMUM) F SE1 AS NOTED R RIP-RAP 5 SQ. YDS. CLASS B MORE OR '
a LESS AS REQUIRED BY ENGINEER TEMPORARY GRAVEL CONSTRUCTION PROD=No.DIV.
ENTRA NCE/EXIT 18i'
U N SILT BAG SHEET NO. "
CROSS SECTION OF SANDBAG DIKE z STRUCTURAL STREAM BANK STABILIZATION.
a
COPYRIGHT 0 2008 - ALL RIGHTS RESERVED ^ TROY DDBY AND ASSOCIATES. INC. 4 SE1 TEMPORARY STREAM CROSSING DRAWING N0.ry~
7 0 01 SE1

E ~i
V)
GENERA- NOTES SEE EXCAVATION TEMP. DIVERSION I S-4
AREA ua EIBAM(KM f4aF. as BLEnaO. ¢N.tB£D. CROSS-SECTION BERMS t AND AREA SMALL CLEARED, N AND ROOT MAT. THE POOL SHEET 2 OF 2 Q V W N K<
THE FELL MATERIAL FOR THE e@AM ENT SMALL SE FREE a OF ROOTS OR OR VE N AS AS Z W p'
OVER SI ES, ROCKS A LE MATE OROANIC PON40 MATEA@L Oa OTHER MATERIAL 4 OBJECTIONABLE ONONPRl: RAVERIAL. SING T WITH ENBAWErt SHILL BE CpWACfW Ef iMY6QIG W[1N FWIAER WHILE BEAM:
CO,STARIFD. SEDIMENT SHALT. SE REMOVEV AE1 THE TRAP fl S mo TO \O m _ (\j 0
ITS OR104xAI. OIRENS1ae WHEN THE SEDIMENT HAS ACLTAPRAIEO TO ONE HALF EL21 INS R'SIO! BFPiN OF THE 0 V) z
TRAP.. REMOVED SEDIMENT SAL. BE OUNISITEO IN A SUITABLE t1PLAL AREA IN S A MANNER THAT IT WILLNOT MOM. DESIGN THE TRAP SHALL RE INGFECTFO AFTER EACH RAINFALL EVENT J DESIGN CRITERIA NOTES ® LLJ W
AND WEEKLY AT A MINI". SEDIMENT` TRAPS SHALL SE INS ECRD DAILY "IM PERIOCS IF ACTIVE ORAINHO. REPAIRS SMALL BE z F,
A MADE AS NEEDED. ECOMPACTED ARTH EMBANKMENT THE D ALL CUT AND AND FILL SLOPES SMALL BE 2.1 OR PLATTER. KEEP A A MA M THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE. 1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN ON A FILTER FABRIC c v KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DAM. FOUNDATION. Q „
eMw~i8oti VICE YeT`Lt [aa'' SEE WEIR CROSS- KEEP THERE SIMM KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN THE OUTER 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL
STtlWrs AREA5 ARE Six ITS ILL BTR1ttON SECTION, SHEET 2 EDGES AT e txMmuYsr`°E tmr",'ima KEEP THE LEVIN W FUM IS'LIMM. SO iMENT tE°i aF~ ENSURE TH EDGES AT NATURAL GROUND ELEVATION. WHERE THE DAM ABUTS THE CHANNEL BANKS. O U H , KEEP THE SIDE SLOPES OF THE DAM AT 21 OR FLATTER 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING
TO INCREASE LER M OF TRAM am SEi INTO EFFICIENT. - - UPSTREAM ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE AROUND THE ENDS OF THE CHECK DAM. Q
MINI" REQUIRED STORAGE Y V HE ad1L. RE 36110 C.P. PER UNCOVERED OOE. STABILIZE UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION. DAM ES THE SAME AS THE 70E ELEVATION OF THE UPPER DAM. (n
REtR LECix a11L pEeTNEO F(@ nE rota. IMOE A.6'A. 8 G' MIN. FOR EARTH ~~Fy ~g EMBANKMENT USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE OF THE DAM WITH 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD Q NCDOT *5 OR *57 STONE. CAUSE EROSION. Q t~'?
TEMPORARY SEDIMENT TRAP DIMENSIONS ~="W~ ,Na AAM11a.m D.z4M H4 RE . NCDUSE OT°5T IN PRI)WaY.ESW'I s'~rr Mm'xeT An . < OORETMAPRON KEY THE S KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM IS STABLE. Z l=
MINIMUM OF MINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM. 7. ENSURE THAT OTHER AREAS OF THE CHANNEI.SUGH AS CULVERT ENTRANCES BELOW THE °,5 O
BOTTOM DIMENSIONS DISTURBED AREA MIN. WEIR LENGT CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. C.,.7
TRAP NO. WIDTH DEPTH LENGTH WEIR LENGTH SYMBOL ORE) 4Fg) 0
LJ (FT.) (FT.) (FT.) (FT.) 2 6.0 NOTE. THIS OESION IS FOR NAWIML OISRRBEO AREAS OF G 8.0 FIVE 151 ACRES OR MAXIMUM TOTAL DRAItNOE AREA
UMCFF NT OF L DER OI ON A 10 D OR NN NA E 1 2 6 28 6 4 10.0 EVE `G¢ ORAitOry 2 n
5 12.0 AREAS, TEMPORARY AREA BY WIND MU. 2 12 6 26 6 SEDIMENT TRAM,. 12" OF NCDOT "5
a 3 12 6 24 6 1.5'MIN OR #57 WASHED STONE 15, W T
° 4 12 6 24 6
TEMPORARY SEDIMENT TRAP (SHEET 1 OF 2) 9" MIN m~~o Z U aoK Lu
- CLASS GRIP-RA Z33 °0 00 ~~~3xst~3 '
INQ PATE1 f3F;rRTPT T" CETY OF ROCKY MOUNT 4111 V DEPT. OF ENGINEERING or-ww - - - - - - - 2' MAX AT o ~y s FILTER CLOTH CENTER
i5
s qq
1 1' M N, f n J"\ FILTER CLOTH
6E2 CARRY RIP RAP - 5' MIN. 4' TO fi' < H a z o
TIP OF BERN Sim OF SPILLWAY in 00 PLAN VIEW
TOP ELEVATION OF STBPoMMTEIP I` FFFEBOAAO MIN. SLOPE 2-1 GROSS-SECTION VIEW
R r; • OR PLATTER STORE LESt6W SEDIMENT STOiAOE DEPTH IS, MIN. ' bob ?
__T4' IN. I'M -111. - i~ 10' MIN.
3' MIN t0 .
MA)(IMUM TOLLEL I L THE DISTANCE SUCH THAT POINTS
PIS mEen PRIOR TO Cuew" A AND B ARE OF EQUAL ELEVATION CHECK DAM <o
o° o O C ,000 o°DOO moo. ~4 4. 00
;AF NOTE, POROUS FLES' SHALL VEY 000°ao°00006 LJ o"' to zg <C
TANDARD SECION THROUGH BASIN_AND FitTER_
3 WITH 15' MIN. RIP RAP 17' MIN. ~ ACCORDANCE .2 INSTALLED z:z ~ttl.~ ~~~t`•~~-- 0°00000
6 Poo tio ` r=llt1= 1tN= °o o b° o0
Z Erosion Control Notes: Sim OF SPPAPILLVAAY tffl~t/ih111{--
0 + L 31 MIN PURPOSE- TO REDUCE EROSION IN A CHANNEL BY REDUCING SID E VIEW -r'lI
a 1. Approval of this pion permits only those clearing and grading activities listed within this plan. This plan does 4- "IN. THE VELOCITY OF FLOW.
C-) not permit the construction of any • impervious surface or structure. w DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS. Z
IL- 2. Approval of this plan constitutes approval from the City of Rocky Mount only. Additional approvals (such as 3' MIN. CLASS •,OR •2RIP RAP 401/404 wetlands, etc. must be required prior to authorization to begin clearing and grading, Copies of ail
Z additional approvals must be provided to the Department of Engineering upon receipt. eWRE0STONE SEE DENR STANDARDS & SPECS. FOR COMPLETE DESIGN CRITERIA & MAINTENANCE (\J W e - r .
w~ 3. A copy of the approved erosion control plan must be kept on site at all times. The approved Sedimentation WEIRLaNTM r\ & Erosion Control Plan should be regarded as minimum requirements additional measures shall be put in place Pus 5' MIN. co
as needed to insure that no sediment is released from the site. SECTION TMRQUaB BERM AND FILTER
a 4. Erosion control measures shall be constructed prior to any clearing or grading activities beyond that necessary PERSPECTIVE VIEW o to install such measures. Approval of constructed erosion control measures shall be obtained in writing in Ljj
m Engineering Department Staff prior to site clearing and grading. TEMPORARY SEDIMENT TRAP (SHEET 2 OF 2) W Z Z yr,
5. Copies of all permits and approved plans shall be kept on site in a permit box that is conspicuously located REVISIONS
C~ OF ROCKY MOUNT w and easily accessible during construction. This includes approved construction plans, approved erosion control 32 3 r,r Z
plans, encroachment agreements, driveway permits, water/sewer permits, etc. DEPT. OF ENGINEERING 6. City of Rocky Mount Engineering Department Personnel must be granted access upon reasonable request to any 07.03-07 SE2 U C) y-
and all areas of the subject site for the inspection of sedimentation and erosion control adequacy. w
7. If additional erosion and sedimentation controls are required to prevent offsite sedimentation, these plans must W z ' _j C)
be modified and and submitted to the Department of Engineering within five (5) business days for approval and 2
additions to their records. 8. This site lies in Flood Zones AE and X per FEMA FIRM Ys 3720386100J and 3720385200J dated November 11, 2004. SE2 Q O 0 C L~ rr
4.5' TYPICAL n ~s
::D 0 (W)
2' MIN.
PUMP-AROUND PRACTICE
TRENCH COMPACTED SOIL FLOW 7
DEPTH DESCRIPTION: -----____S = eER_ YUNfS _GROUND 9" MIN. 0
3' SURFACE / THE WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AI 'ORARY PUMP AROUND
BACKFILL COMPACTED i' AND SUPPORTING MEASURES TO DIVERT FLOW AROUND IN-STREAM I ~ COMPACTED 5 0 IN-STREAM CONSTRUCTION SITES. 0.5/ k
90% BACKFILL SE2 IMPLEMENTATION SEQUENCE: / 1.5 TYPICAL t;
4.5' TYPICAL /
KEEN AND ASSOCIATED CHANNEL AND BANK O .OWING SEQUENCE (REFER TO DETAIL 2/SE1)i W
TRENCH 2 SEWER PIPE 907 I 2' MIN STONE ~43v-", 0~- SEDIMENT / CONS RUCTIONTSHOU SHOULD BE COMPLETED IN THE FOLLOWING SEOUEN( BEDDING Z
DEPTH 12 MIN' ~~1aG/ c°ec 1 CONSTRUCTION SHOULD NOT BEGIN UNTIL ALL SEDIMENT AND EF BI: Q HAVE BEEN INSTALLED AND APPROVED BY THE ENGINEER AND THE :DIMENT AND EROSION CONTROL MEASURES ~ NEER AND THE SEDIMENT CONTROL INSPECTOR.
P o 7 THE CONTRACTOR SHOULD STAY WITHIN THE LIMITS OF THE DISTt i OF THE DISTURBANCE AS SHOWN ON THE PLANS O Z _I f"
~ P°o ° • < OQ. AND MINIMIZE DISTURBANCE WITHIN THE WORK AREA WHENEVER PC :A WHENEVER POSSIBLE. r-~ €
° a°ao:'°Eq 2 UPON INSTALLATION OF ALL SEDIMENT CONTROL MEASURES AND MEASURES AND APPROVAL BY THE SEDIMENT T D _ z Q r
H 2° CONTROL INSPECTOR AND THE LOCAL ENVIRONMENTAL PROTECTION IL PROTECTION AND RESOURCE MANAGEMENT _ 7 Q- Q
Yn'ao oe°9 a6 °a a' ° o~ Oa ee° INSPECTION AND ENFORCEMENT DIVISION, THE CONTRACTOR SHOUL W , ° °c,'®ao'eegNO`e $^~e e SECTION AND PROCEED DOWNSTREAM BEGINNING WITH THE ESTABLI [TRACTOR SHOULD BEGIN WORK AT THE UPSTREAM SE2 Q LLI 'H THE ESTABLISHMENT OF STABILIZED CONSTRUCTION T E M P 0 R A R tV D I VERSION . DITCH Q
UNDISTURBED UNDISTURBED ENTRANCES. IN SOME CASES. WORK MAY BEGIN DOWNSTREAM IF AF INSTREAMiF APPROPRIATE. THE SEQUENCE OF
W SOIL SOIL CONSTRUCTION MUST BE FOLLOWED UNLESS THE CONTRACTOR GETS ANTi-SEEPAGE COLLAR FROM THE ENGINEER OR LOCAL AUTHORITY. WORK SHOULD NOT BE ITRACTOR GETS WRITTEN APPROVAL FOR. DEVIATIONS Z Iz
a ° U NOTES RAIN EVENTS. < °e o'eo °oe pe IHOULp NOT BE CONDUCTED IN THE CHANNEL DURING V) W W D W 1. THE SLOPE OF THE DITCH SHALL BE AS SHOWN ON THE PLANS..
o ANTI-SEEPAGE COLLARS SHALL BE INSTALLED AT APPROXIMATE 150 FT. INTERVALS A 2 "-3"COARSE AGGREGATE 3 SANDBAG DIKES SHOULD BE SITUATED AT THE UPSTREAM AND Ot
AREA AS SHOWN ON THE PLANS, AND STREAM FLOW SHOULD BE PUD 'STREAM AND DOWNSTREAM ENDS OF THE WORK Q SHOULD BE PUMPED AROUND THE WORK AREA. 2. ALL CHANNELS SHALL HAVE STRAW WITH NET LINING.
AS SHOWN ON THE PLANS AND AS REQUIRED BY THE ENGINEER THROUGH WETLANDS. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPAi W CITY DISSIPATER MADE OF RIPRAP OR SANDBAGS. W O
V) fgY
> 2. ANTI-SEEPAGE COLLARS SHALL BE CONSTRUCTED OF A PRIMARILY CLAY MATERIAL ~l 4 EXCAVATEDDTOPSOIL AND SUBSOIL TSHOULD BE HEIR NATURALTOSEPARATE '.PT SEPARATE. PLACED ON THE UPLAND SIDE OF 1r,..` .L ORDER. 3. THE COMPACTED SOIL RIDGE SHALL BE SEEDED IMMEDIATELY AFTER CONSTRUCTION.
(PLASTICITY INDEX AND LIQUID LIMIT PLOTTING ABOVE "A-LINE" ON USCS PLASTICITY
CHART) WITH A MINIMUM OF 100% BY WEIGHT PASSING THE 112" SIEVE AND A MINIMUM OF 5 ALL CONSTRUCTION SHOULD TAKE PLACE DURING STREAM LOW FL TIME SHOULD BE LIMITED TO A MAXIMUM OF 5 CONSECUTIVE DAY; STREAM LOW FLOWS. THE LENGTH OF CONSTRUCTION UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS. ISECUTIVE GAYS FOR EACH CROSSING. DATE:JAN 2009
50% BY WEIGHT PASSING THE NO. 200 SIEVE.
3. ANTI-SEEPAGE COLLAR MATERIAL SHALL BE COMPACTED 10 A MINIMUM OF 957. OF THE GRAVEL pAV/EL CONSTRUCTION ENTRANCE/EXIT 6 WATER FROM THE WORK AREA SHOULD BE PUMPED TO A SEDIMENT DEWATERING S UCH THAT T BASIN, SEDIMENT BAG, OR OTHER APPROVED SOURCE. TO A SEDIMENT FILTERING MEASURE SUCH AS A 4. THE CONTRACTOR SHALL INSPECT THE DITCHES ONCE A WEEK AND AFTER ROVED SOURCE. THE MEASURE SHOULD BE LOCATED EVERY SIGNIFICANT RAINFALL AND SHALL REMOVE SEDIMENT FROM THE FLOW AREA TECHNICIAN: RCB
STANDARD PROCTOR MAXIMUM DAY DENSITY AT A MOISTURE CONTENT NO LESS THAN 2% DRY TEMPORARY //TIRp SUCH THE WATER DRAINS BACK INTO THE CHANNEL BELOW 4 NNEL BELOW THE DOWNSTREAM SANDBAG DIKE. AND MAKE ANY REPAIRS NEEDED.
OF THE OPTIMUM COMPACTION MOISTURE CONTENT. E SCRUBBER) 7 TRAVERSING A CHANNEL REACH WITH EQUIPMENT WITHIN THE WC
4. ANTI-SEEPAGE COLLARS SHALL EXTEND TO THE BASE OF THE EXCAVATION, THE FULL WIDTH SHOULD BE AVOIDED. IF EQUIPMENT HAS TO TRAVERSE SUCH A RE WITHIN THE WORK AREA WHERE NO WORK IS PROPOSED CHECKED BY: TADJR ` RSE SUCH A REACH FOR ACCESS TO ANOTHER AREA,
THEN TIMBER MATS OR SIMILAR MEASURES SHOULD BE USED TO MI BE USED TO MINIMIZE DISTURBANCE TO THE CHANNEL. 5. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED. REMOVE ~
OF THE EXCAVATION, A MINIMUM OF 18" INCHES ABOVE THE CROWN OF THE SEWER, AND A TEMPORARY STREAM CROSSINGS SHOULD BE USED ONLY WHEN NECEE MINIMUM OF 12' ALONG THE LENGTH OF THE SEWER. PLANS OR SPECIFIED, LY WHEN NECESSARY AND ONLY WHERE NOTED ON THE THE RIDGE AND FILL TN THE CHANNEL TO BLEND WITH THE NATURAL GROUND REVISIONS n
LEVEL AND SEED IT.
5. GENERAL BACKFILL MATERIAL AT ALL LOCATIONS ABOVE THE PIPE AND COLLARS SHALL BE 1. CONTRACTOR SHALL CONSTRUCT TIRE SCRUBBER AT ENTRANCE OF EACH 8 ALL STREAM RESTORATION MEASURES SHOULD BE INSTALLED AS INSTALLED AS INDICATED BY THE PLANS AND ALL NO. DATE
COMPACTED TO A MINIMUM OF 90% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. CONSTRUCTION ROAD ENTRANCE TO STATE ROAD. NCDOT #5 BANKS GRADED IN ACCORDANCE WITH THE GRADING PLANS AND TYF MUST BE STABILIZED AT THE END OF EACH DAY WITH SEED AND N PLANS AND TYPICAL CROSS-SECTIONS. ALL GRADING 6. DIMENSION AS SHOWN ON THE CONTRACT DRAWINGS OR SPECIFIED BY ENGINEER. f TH SEED AND MULCH OR SEED AND MATTING AS
DENSTY TESTS WILL BE PERFORMED EVERY 400 LINEAR FEET ALONG SEWER ROUTE BY WASHED STONE SHALL BE USED. PAD SHALL BE 50 FEET LONG BY SPECIFIED ON THE PLANS. A 5,29,Q9
CONTRACTOR. RECOMPACTION TO ATTAIN THE NECESSARY DEGREE OF COMPACTION SHALL BE 20 FEET WIDE BY 6 INCHES DEEP MINIMUM. THE CLEAN WATER DIKE SHOULD BE REMOVED. 7. INCLUDE ALL DITCHWORK IN PRICE OF PIPE.
PERFORMED BY CONTRACTOR, AT HIS EXPENSE, IF COMPACTION FAILS TESTS. 2. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE 9 AFTER AN AREA IS COMPLETED AND STABILIZED, THE CLEAN WA AFTER THE FIRST SEDIMENT FLUSH, A NEW CLEAN WAFER DIKE SF WATER DIKE SHOULD BE ESTABLISHED UPSTREAM '
(TANDUM) TRUCKS. FROM THE OLD SEDIMENT DIKE. FINALLY, UPON ESTABLISHMENT C 6. CONSTRUCTION SHALL BE MONiTERED BY OWNER. COLLARS SHALL BE TESTED FOR DENSITY. THE OLD ONE, THE OLD SEDIMENT DIKE SHOULD BE REMOVED. TABLISHMENT OF ANEW SEDIMENT DIKE BELOW r-
3 GRAIN SIZE DISTRIBUTION. AND PLASTICITY INDEX BY CONTRACTOR. ANY COLLARS FAILING . LOCATE ENTRANCES IN ORDER TO PROVIDE MAXIMUM UTILITY REMOVED.
W BY ALL CONSTRUCTION VEHICLES. 10 THE CONTRACTOR IS RESPONSIBLE FOR PROVIOING ACCESS TO C0 TO MEET THE REQUIRED SPECIFICATIONS SHALL BE REMOVED AND REBUILT AT THE „ AND SEDIMENT CONTROL DEVICES UNTIL THE SEDIMENT CONTROL I NO ACCESS TO AND MAINTAINING ALL EROSION Cs,,.:v
z CONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL MAINTAIN TIRE SCRUBBERS" IN CONDITION ENT CONTROL INSPECTOR APPROVES THEIR REMOVAL. - r
SUCH THAT TRUCKS ARE PREVENTED FROM TRACKING MUD ONTO STREETS I~ a
Z ANTI-SEEPAGE COLLAR DETAIL AND MUD IS PREVENTED FROM FLOWING DIRECTLY ONTO STREETS. TOPDRESS y 11x1 ----------/I ~ SCALES I-, AS SHOWN
3 IIYt DI.tSUOISt15~ I'tISIUUIl-ALLT AD INttUtU
< 5. LOCATE TEMPORARY "TIRE SCRUBBER" PADS ON BOTH SIDES OF CONSTRUCTION PROJ. NO. DIV =
4 ROADWAYS WHERE THEY CROSS STATE ROADS. 1890 A-1
a SE2 6. REMOVE TEMPORARY ENTRANCE/EXIT AFTER AREA HAS BEEN STABILIZED. 6
6 SHEET NO. r
~ SE2 L SE2 SE2 "
z DRAWING NO.
a 130301SE2
COPYRIGHT a 2008 - ALL RIGHTS RESERVED - TROY DORY AND ASSOCIATES. INC.
I

>i
SEEDING e
WORK INCLUDED:
Ltd
A. The Contractor shall provide ail labor, materials, toots, equipment, and all else required for and to perform ail work and services necessary for or incidentof to seeding and mulching of the site of the work required by these Sperificati re, and/or shown an the Drawings, L~...I Q0 Irv
a. All supplementary OF miscellaneous items, appurtenances or services necessary for a complete job shall be furnished as a port of the Work, although such Work may not necessarily be shown or specified
C, Preparation of sod to receive seed including, but not specifically limited to the following: 11 Fine grading 00
2. Liming 0 z
3. Fertilizing LLI W
0. Seeding of all disturbed areas and other areas shown on the Drawings or directed by Engineer. E. Maintenance of seeded areas until vegetation is established
Q CD x
Delivery, Storage, and Handling z
A Comply with pertinent requirements of Section 1620- l 1
a, Deliver gross seed in original containers showing analysis of seed mixture, percentage of pure seed, year of production, net weight, date of packaging, and vendor. C. Deliver fertilizer in waterproof bogs showing weight, chemical analysis, and name of manufacturer. CD
4' MIN SILT FENCE 0 ::D
PRODUCTS 0 -i H
GROWING MEDIA:
A Existing topsoil or select material shall be approved by Engineer: Suitable topsoil or select material shall be natural fertile ogriculturol soft capable of sustaining vigorous plant growth and which is not frozen or in a muddy condition. The Y Z rl Q
soil shall contain not less than six (67) percent organic matter and with a corrected pH value of 5.9 to 7.0. Natural topsoil shall be free from subsoil, slog, clay, stones, lumps, live plants, roots, slicks, crabgrass, caughgross, noxious weeds and
foreign matter.
0 LIME: W Tr tr 4. I4~
N A, Lane shall be dolomitic agricultural grade ground limestone containing not less than ten (10%) percent magnesium oxide. A~~, ~~~pgRATJON
C,
FERTILIZER TOP OF SILT MUST BE AT TOP OF SILT FENCE MUST BE AT LEAST I'
Q A, Fertilizer used for grasses shall be a standard commercial product with a rotor of nitrogen to phosphorous to potassium of lad, such as 10-10-10 commercial agricultural fertilizer. The fertilizer shall contain not more than four hundred (400) A13OVE THE T ABOVE THE TOP OF z Ii A Icr
Q pounds par ton potential acidity. For fertilizers with yields other than 10-10-10, the poundage per owe shall be increased air deceased, as the case maybe. in order to dBtiveran equivalent yield. THE WASHED THE WASHED STONE
r B. For mixtures of grosses and legumes, the ratio shall be 161:1 such as 5-10-10 commercial agricultural fertilizer, to If "T"
7 If SEED: iF~
A, Seed shall be certified seed or equivalent based on North Carolina Seed Improvement Association requirements for certification, All seed shall be furnished in sealed standard containers. B. Seed Mixture: The following seed mixture is recommended for low maintenance in average, well to poorly drained soils in the area of construction, If special mass matures ore desired or if the use of sprigging or sodding techniques are to be STEEL FE
employed, special seeding mixtures and schedules shall be submitted to the Engineer for approval. STEEL FENCE POST FRONT VIEW „ Cpl r b
Species Rote(Kb/ocre) WI WIRE FENCE BURY WIRE FENCE. Z ¢ C) r"
HARDWARE CLOTH FILTER FABRIC. 0 tij o
Ton fescue 6o HARDWA Peasncalo Bohiogross 50 AND HARDWARE us Co r STEEL FENCE POST4 ii CLOTH IN TRENCH
Sericea lespedozo 36 SET MAX 2' APART Q & d
Kobe lespedeza 10 FILTER OF A57- MIN. 18' INTO SO 20 cS 4 ILTER OF ^57 GROUND ~~V
NURSE PLANTS WASHED STONE ASHED STONE c}
A. Between April 15 and August 15, add ten (10) pounds per acre of German millet or fifteen (15) pounds per acre of Sudongross. R Between August 16 and April 14, add twenty-five (25) pounds per acre of rye (grain). o O~ o'
ogo~ NOTES= 1 AL dg
MULCH: R~°~0o 3' FILTER FABRIC I . REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. o~0 6~P8 a ti o 0 ON GROUND S o
A. Mulch shalt be dried grain straw supplied in bound bales. 0
TACK: D`t7%0O0 oO~o~p 2. REPLACE STONE AS NEEDED TO ENURE DEWATERING, <8. ccbop0°floO ° Q ~g
A, Tack shall be emulsified asphalt thinned with water and applied by pressure sprayer. Emulsified asphalt shall be rapid curing type only.
EXECUTION BURY WIRE FENCE AND Ho FENCE AND HARDWARE CLOTH BURY S' OF UPPER EDGE OF
Z O. SEEDBED PREPARATION'. FILTER FABRIC IN TRENCH
F- r`
R A. During seedbed preparation the Contractor shall protect existing underground improvements from damage
B. The ground surface shall be cleared of stumps. stones, roots, cables, wire, grade stakes, and other materials that might hinder proper grading, tillage, seeding, or subsequent maintenance operations. !z C. Foreign motertals collected during cultivation shall be removed from file. SECTION VIEW
F D. The Contractor shall grade the site to maintain a smooth and uniform ground surface and eliminate rough spots and tow areas where pending may occur. C
E_ The Contractor shall geode the site so as to assure positive drainage away from buildings, Z F. The Contractor shall finish the ground level a firm condition sufficient to prevent sink holes and packets when irrigation is applied
CD G. The Contractor wall maintain grades on the area to be seeded to a true and even condition. The Contractors maintenance of the site shall include any necessary repairs to previously graded areas.
H. All graded areas shall be thoroughly tilled to a depth of at least fear (4) inches by plowing, disking, horrowing, or other approved methods until the rendition of the soil is acceptable, On sites where soil conditions ore such that high cloy Y content and excessive compaction cause difficulty in effectively pulverizing lumps and clods, the Contractor shall use rotary tillage machinery, until the mixing of the soil is acceptable and no clods or clumps remain larger than one-holf ('h) inch in STANDARD SILT FENCE OUTLET DETAIL ~Lu co ~ r
O diameter, After being graded, the seedbed shall be lightly compacted with a land roller, such as a culti-pucker, before and after seeding. O Lli
to Q LIMING:
J W A. The Contractor shall uniformly apply lime at a rote of four thousand 4.WD
Y PtdY ( )pounds per owe prior to beginning of tillage oparoEion. Lc
FERTILIZING:
fi
A, The Contractor shall incorporate fertilizer into the upper three to four (3?-4?) inches of prepared seedbed just prior to the lost tillage operation, but in no case shall fertilizer be applied more than three (3) days prior to seeding. Fertilizer shall be applied at a rate of one thousand (1,000) pounds per acre. Q
R Fertilizer shall be used immediately alter delivery or stored in o manner that will not permit It to harden or destroy its effectiveness. sM1e LL- c
C. if a hydraulic seeder is used, seed shall not be mixed with fertilizer more than thirty (30) minutes prior to application. u-
FERTILIZING:
0 C°
A. Apply sued at the rote specified hereinbefore. B. The seed shall be raked in lightly.
C. Rail seeded area with roller not exceeding one hundred and twelve (112) pounds. yr
D. Apply water with fine spray immedotely after seeding. M1.
MULCHING AND TACKING
A. Seeded areas shall be mulched with four thousand (4d00) pounds of mulching material per acre or approximately ninety (90) pounds per thousand (1,000) square feet. B. Method used to apply mulch shall employ mechanical type equipment and shall obtain a uniform distribution to permit sunlight to penetrate to the ground surface. t
C. Mulching material shall be either tacked with asphalt emulsion or, crimped into the sod with a disc harrow, f n;'
0. Emulsified asphalt shall be applied at a rote of two hundred (200) gallons per ton of straw or approximately nine (9) gallons per 1,000 square feet.
`41 1
L°5 IRRIGATION: 0 t1~
Z A. Lightly voter to aid breakdown of fertilizer and for provide moist soil for seed
3 C o z7
fl SURFACE MAINTENANCE p ; _ Z Q
!n SILT FENCE
A. Maintain surloces end supply additional topsoil, time, fertilizer, seed mulch, tack, weed killer, etc, as necessory, including areas affected by erosion. WTTH NINE BACKING Z B, Water to ensure uniform seed germinotiot and to keep surface of soil clomp. z1-0' MINIMUM n f-- ° I---
C. Apply grater slowly so that suffoce of sal will not puddle and crust,
to SEDIMENT FILTER SAN v.w1ES To'a RESTOftATiON; lo'-0'MSatMw N1NW EFATIVE u ~7
Q O'-B' MINIMUM ^u EXISTING VEGETATIVE MINION BUFFER U-) Ld
~ A Replant damaged gross areas showing root growth failure. deterioration, bare or thin spots and eroded areas which occur during the one (1) year worronty period. 47YK 1III OR EXISTING GEOTEtap.E U VEGETATION %1 N FABRIC tTYR:' till 1 PORd15 COIR UESH BAFFLE pp, 1 ~ z , OR APPROVED MAL L ti
ACCEPTANCE: p amTExT1EE Faertts TT P nm~ EARTHEN T-r G'~ E6A3.tF1KtlfNT
t- • " f err ExiSTI G VEGETATION ~ A Seeded areas writ be accepted when vagetaiion has been properly established. t~
NINIOM SILT PENCE WITH WIRE H' NINIWM OUTLET CLASS I-=-
E 2 HINt+ATM T AIPRAP
I SERN IN CONNECTION a5E MINERAL AGG E TE x &Cr in _ SLEEVE FOR PIRP (SIZE 5TWAD TO LEVEL SAa
((++[[q DISCHARGE HIM FROM NATURAL GROUND LIME ~tn1W +JND t JL.] ITBTIIX $ FA dIL TOP OF BANK r
SAY FENCE B'-O' aiNNMA1 tpq .1... ._STREW_ _ DATE: JAN 2009
aim WIFE BACXING MINIMM SECTION MA Mi
8 e 5F0 a SF a SFB a \ OPTI(XIAL 4A STRAPS LIFTING INLET ZONE t,
ID STRAPS m ' 51 MST 35% or TECHNICIAN: RCB SURFACE AREA
' r SEDIMENT FILTER SAO GENERAL NOTES GECTEXTILE FABRIC [TYPE III N ° P 1. SEDIMENT FILTER BAGS SNOULD MGT BE PLACED WITHIN A METLAND OR IRST CNANOER 25%D CHECKED BY: TADJR
UNDER AND COVERING ENTIRE m i ~ > VARIES WITH WITHIN 20 FEET W A STAOIL17EO SHIM. STREW, OR OTHER NATURAL MATER RESOURC MINERAL ADGIEP.TEISIZE 57) PAD I{ WIPED LINE 2. CONTRACTOR Tor EXERCISE CAUTION NOT TO SURST OR DAMAGE THE SEDIMENT FILTER {ATTAIN. HATER RESMIRC£. SURFACE AREA : SEOIVENT FIRER cm CHUMP te;
q awe HAG WIStt PDIPING, 0 3, in LENGTH AND WIDTH OF THE SEDIMENT BAG Sill" ail THIS CRAVING MAY VARY PER IAVINO RAY PART' PER 25% OF V' SHALL BE 150 SOVARE FEET_ SURFACE AREA FABRIC FOLDED REVISIONS "
VENDOR SPECIFICATIONS. THE NIXIN~!'FOOTRAIM' OF THE BAD SHALL HE 150 SOVARE SED1MSMr FILTER 8AC 4. SEDIMENT FILTER BAGS MAY BE ECUIPPED WITH A SET-IN SLEEVE OF SUFFICIENT SIZE 4 21-0' MINIMIN TO ACCEPT A MINIMUM FGw-IKH DIAMETER PLRF DISCHARGE NOES. A RM IE OF SUFFICIENT SIZE OVER HORIZONTAL k- :E. ARM ITLE7 ZM POST t'
~.m CONNECTION 1HR AM A SLIT IN THE HAI IS ALSO ACCEPTABLE. THE DISCHARGE RWF " SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMAL BE SIX INCHES AND SE TIGHTLY THE DISCHARGE HDSE 15% OF !r'' ffs AND BE TIGHTLY SURFACE AREA 6
2'-0° M1N{IAIM o x a SECURED WITH A HM CLAMP W OTHER SUITABLE MEANS TO PREVENT LEASAtE. (ail S. THE PAW DISCHARGE NOSE CONNECTION SLEEVE . OR SLIT. SHALL BE SECURLY TIED OF MW LEAKADE. .L BE SECURLY TIED OFF KDRUMAL POST NO. DATE
w DURING DISMAL OF THE SEDIMENT FILTER BAG IN UNDER TO PREVENT LEAKAGE OF Cot MINERAL ACGIEATE SEDIMENTS, N VENT LEAKAGE OF COLLECTED FENCE AND FABRIC BURIED IN TRENCH T' I PROWCTS UST SHALL
USIZE OTl RAE a S. MY GEWeXTILE FABRIC iTYPE Till LISTED W THE CUALIFiEO PRODUCTS LIST SHALL er USED. m >7~- +'iS=:` w T. SURRaAND SEDIMENT FILTER BAG ASSEMBLY WITH SILT FENCE WITH WIRE BACAIING. SEE IN WIRE BACKING. SEE PERSPECTIVE VIEW a- e^ TREUCH ~+7e- G
a THE SILT FER;E DETAIL i/SEI PI SHEET 130301SEt. molexilte FABRTe --VARIES WITH 8. EXISTING VEGETATIVE BUFFER TO REMAIN SETEEN SILT FENCE WITH PIKE BACKING AND !ITN BIKE BACKING AND NOTES: BACAFILLER AND D~ CUNPACTE0
LTYPE till at EXISTING --m GROUND LOS $ STABILIZED OUTLET. STREW GR OWNER MATU1AL WATER RESOURCE. 1 SD'-a' M1NtAW SLOPE ° V. PATOW7 SHALL INCLINE ALL MATERIALS.IND LAM NECESSARY FOR CWISP.tSCilOY I • VEGETATION b ill{ MALWENAMCE. ANS REMOVAL IN SEDIMENT FILTER BAGS. DR CONSTRUCTION. 1, DRIVE STEEL FENCE POST AT LEAST 18' INTO
10. WHEN SEDIMENT FILTER BAGS ARE REPLACED MY THE REPLACEMENT SAO SHALL BE PAT m FOR. MAINTENANCE. ON 41 OTHER PARTS OF THE SEDIMENT FILTER e15 ASSEMBLY SHAM 'ENT BAG SHALL BE PAID SOLID GROUND tED BAG ASSELMLT SHALL BE y, WOOD POSTS ARE NOT ACCEPTABLE SECTION AT OPENING
SFe F VS a sfa P$FF. to SIB a Ste N sa• SFBe INCLUDED IN THE INITIAL PAYMENT. It. ONLY SEDIMENT FILTER BAGS LISTED ON THE AIALif LED PRGWCTS LIST MAY SE MD. :TS LIST WAY BE USED.
tt 12. SEDIMENT FILTER BAGS faun BE RPtACED EVEN SEDIMENT HAS ACCUMULATED 10 MAz W A BAGS CAPACITY OR IN ACCORDANCE WITH THE MAN FACTM9SR'S RECOaENSAMRS, ACf(RRH.ATED TO 1,2 or THE 3. USE STAPLES 7' APART TO ATTACH FABRIC tECOWKNUMNS. TO HW WIRE.
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PLAN VIEW
09/09/2008 DETAIL 3/ DEPT e OF ENGINEERING ATE S- TAIL 3/SE3 p7p03-Q7 REVI ION 18$5 A 1
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