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COPYRIGHT@ 2007 - ALL RIGHTS RESERVED - TROY DODY & ASSOCIATES, INC.

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DATES MAR ~4, 20(
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14, A COPYRIGHT ^ 2008 - All. W <+TS RESERVED - TROY DOSY AND ASSOCIATES, INC. 189001002

GENERAL CONSTRUCTION NOTES
FOR UTILITY INSTALLATIONS. ~l~#-i W ~lV~~ U W (1.I
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L THE CONTRACTOR SHALL MRKE HIS DWN PREBID FIELD DETERMINATION DF ALL EXISTING ASPHALT DRIVEWAY. ASSDCIRTED .DRAWING NUMBER DESCRIPTINN UTILITIES, STORM DRAINAGE, AND OTHER BURIED OR CONCEALED FACILITIES. THE EITHER: 1) PAVEMENT PATCHING F' ASSOCIATED COST FDR OPEN-CUT OF DRIVEWAYS SHALL BE PAID AS 34, TIE-iN TO EXISTING SANITARY SEWER MAINS, ~ ~ ~
LOCATION SHOWN ON THE DRAWINGS OF EXISTING UTILITIES, STORM DRAINAGE, AND OTHER REPLACEMENT qF CONCRETE DRIVE dT PATCHING FQR UTILITY INSTALLATION; OR 2) REMOVAL AND ONCRETE DRIVE4iAY, AS CALLED-OUT IN THE BID SCHEDULE, PAYMC=NT A, NEW SANITARY 5EWER MAINS WHICH ARE TD CONNECT TO EXISTING STUB LINES CIR ~ ~
9Q0 01 C ~ V E R SHEET BURIED AND OR CONCEALED FACILITIES ARE NOT GUARANTEED AND SHALL BE VERIFIED BY SHALL NQT BE MADE FOR WIDTHS 10 E FDR WIDTHS GREATER THAN: 1) FOUR FEET (4 )FOR WATER MAIN MANHOLES SHALL REMAIN PLUGGED UNTIL THEY HAVE BEEN COMPLETED AND TESTED. UPON ~ ~ U
THE CONTRACTOR TO HIS SATISFACTION PRIOR TO STRR7 QF WORK. THE DRAWINGS DO NOT INSTRLLATI[]N; AND 2) SIX FEET ~ 2) SIX FEET ) FE}R SANITARY SEWER MAIN INSTALLATION, UNLESS ACCEPTANCE IiF THE TESTING OF THE NEW SANITARY SEWER SYSTEM BY THE ENGINEER, THE ~
18900100 'VICINITY MAP SHOW ALL EXISTING UTILITES, STORM DRAINAGE, AND OTHER BURIED AND DR CONCEALED PRIOR APPROVAL IS OBTAINED FR i OBTAINED FROM THE ENGINEER, NQ EXTRA PAYMENT WILT. BE MADE FOR NEW SANITARY SEWER MAINS CAN BE CONNECTED 7D THE EXISTING STUB LINE OR MANHOLE.
FACILITIES. BETTERMENT OF DRIVEWAYS OR 1890010Q3 C~NSTRUCTI~N NdTES AND LIST EE DRAWINGS DRIVEWAYS OR DRIVES TO MAILBOXES, r--~ ~
2, THE CONTRACTOR SHALL CONTACT NC ONE-CALL CENTER AT 10800-632-4949 AT 25. THE CONTRACTOR SHALL IMMEI B. EXISTING CITY SANITARY SEWER SYSTEM SHALL NDT BE USED FOR DISCHARGE OF ~ Z 1R .SHALL IMMEDIATELY RESTORE RLL DRIVEEWAYS AND DRIVES TO SEDIMENT FROM CLEANING OF NEW SEWER LINES OR DEWATERTNG DF PIPE TRENCHES. ~ ~
18900109A EXISTING MAPLE CREEK DUTf ALL F~RQM 60+Q0 TN 74+~0,~~ LEAST FgURTY-EIGHT (48) HOURS PRIOR TO DIGGING. MAILBOXES TO AS GOOD CDNDITIOf SOOD CONDITION AS ORIGINAL, THE CONTRACTOR SHALL MAINTAIN ALL ~ ~ F--t
~ DRIVEWAYS DR MAIL BOX DRIVES L BOX DRIVES UNTIL SAID DRIVES ARE ACCEPTED BY THE ENGINEER IN 35. INTERRUPTION flF SERVICE, ~ W
NEW MAPLE CREEK ~UTEALL ERNM ~~+0.42 TN ~5~a~ 3. iN THE EVENT OF GONFLIGTS WITH EXISTING UTILITIES, OR IF FURTHER VERIFICATION AS GOOD CONDITION AS ORIGINAL, OF BURIED RND QR CONCEALED UTILITIES, OR TEMPORARY DISRUPTION OF SERVICE IS BID FQR PIFE INSTALLATION THE ! AS ORIGINAL, THE CONTRACTOR SHALL INCLUDE IN HIS KNIT PRICE ~ ~ .J
18900110A .MAPLE CREEK ©UTFALL FROM 75+00 TD 90+00 A Y T NECESS R , HE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY RND MAILBOXES TD THEIR ORIGINAL C[ ALLATION THE COST OF RESTORING OF GRAVEL DRIVEWAYS DR DRIVES TO A. MAIN OR SERVICE CHANGE-OVERT fR ORIGINAL CONDITION TD THE SATISFACTION flF THE ENGINEER. Np ~ ~ (L/
_ _ _ _ . SHALL FULLY COORDINATE ANY NECESSARY MDDiFiGAIDNS DF THE WORK WITH THE ENGINEER EXTRA PAYMENT WILL BE MADE F[ LL BE MADE FOR BETTERMENT OF DRIVEWAYS OR DRIVES TO 1) CONTRACTOR SHALL NOTIFY CITY, ALL AFFECTED USERS AND THE ENGINEER PRIC#R TD U
18900111A MAPLE CREEK QUTEALL ERQM 90+00 T~ 105+00 AND THE APPROPRIATE UTILITY, KNOWN UTILITIES WITHIN THE PROJECT AREA RND THEIR MAILBOXES, INTERRUPTION DF SERVICE,
+ + RESPECTIVE CONTRACTS ARE AS FOLLOWS: 18900112A MAPLE CREEK ~UTFALL FRNM 105 00 T~ 1~0 00
26. THE CONTRACTOR SHALL IMMEI IR SHALL iMMEDTATELY RESTORI ALL MAIL BOXES, ROADWAY SIGNS, 2) IF INTERRUPTION OF SERVICEtS) WILL BI: GREATER THAN TWO C2) HOURS, THE ~fi~•
j 18900113A MAPLE CREEK GUTEALL ERGIM 12O+DO TQ 135+00 A. CITY WATER RNB SEWER [ED JOYNER 972-13171 ETC., AS SDDN AS POSSIBLE. AT B, CITY STREETS RND STORM SEWER [WAYNE HQLLOWELL 972-12967 COMPLETION OF THE WORK. WHEN ?DSSIBLE, AT A MINIMUM THESE ITEMS SHALL BE REPLACED PRIOR TD CONTRACTOR SHALL PRE-SCHEDULE THE WORK WITH CITY AT A MUTUALLY AGREEABLE TIME ~~~'G9~pgRAtrati ~2 .WORK. WHEN THE ENGINEER DETERMINS THAT IT IS NECESSARY TD THAT WOULD IMPOSE A. MINIMUM INGONVENTEldGE tIN THE AFFECTED USERS. Q^ ~ w ~ ~y
~ 18900114A MAPLE CREEK C~UTFALL EREiM 135.00 TIC HALIFAX RNAD C. CITY ELECTRICITY tBRRRYL STRQTHER 972-12721 TEMPORRRILY REMOVE A STOP SI JE A STOP SIGN, HE SHALL DIRECT THAT EITHER; (1) A TEMPORARY ~ e w °a
~ D. GITY GAS FLLQYD TRUNER 972-12791 ~ STOP BE INSTALLED; OR (2> TH _ED; DR (2) THAT A FLAGMAN SHALL BE USED IN TTS STEAD UNTIL 36, DISPOSAL QF CHLORINATED WATER ~ w " ~
~ 130301DTR BI7LT REVI~Lt}TINN MANE~DLE CI7VER DETAILS E. NCDIIT STREETS RND STORM SEWER [DRVID REYNOLDS 459-21281 THE PERMANENT STOP SIGN CAN F. CDX COMMUNICATIONS [ANTHONY SOLOMON 443-15927 TDP SIGN CAN BE REPLACED AT ITS ORIGINAL LOCATION. d ~ ~ z u ~ ~
ANTI--SEEPAGE COLLAR DETAIL _ _ _ ~ G, SPRINT CAROLINA TELEPHONE [JOHN RILEY 446-4940 OR TOMMY HDPKINS 446-62791 27. WDRK MAY REQUIRE REMOVAL A. WATER FLUSHED FROM A WATER MAIN C[Tt~~TAINING A CHLORINE REESIDUAL SHALL NDT BE ~ `w' TIRE REMOVAL AND RELAYING flF EXISTING DRIVEWAY CULVERTS. THE DISCHARGED WITHIN ONE THOUSAND FEET (1,IJ00) OF SURFACE WATERS. FLUSHED WATER ~aP p3~31st~~~a
USE DUE CARE IN REMOVAL OF ESITING CULVERTS TO PROTECT THEM CONTAININNG CHLORINE RESIDUAL SHALL BE DISCHARGED INTO DIKED DITCHES AND ~~'d
~ T ` D AMETEK MANHQLE DETAILS CQNTRAGTI3R sHALL usE DUE CRRi c~ 130301D 3 5 I ~ 4. ALL QUANATIES AND MEASUREMENTS SHOWN ON THE DRAWINGS FOR THE WORK ARE FROM HARM AND TD PREPARE THEN PREPARE THEM FOR RETNSTALLATION< THE ENGINEER SHALL INSPECT CONTAINED UNTIL CHLORINE RESIDUAL IS REDUCED TO LESS THAN ONE PART PERMILLION (1
~ 135501DT1 STATE READ REPAIR DETAIL, APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY, THE BASIS DF PAYMENT FDR THE THE REMOVED CULVERT PIPE TD lERT PIPE Tfl DETERMINE IF THEY ARE SUBSTANDARD TN SIZi=, MATERIAL pP~,),
WORK SHRLL BE MADE FOR THE ACTUAL FIELD MEASURED QUANTITIES OF ITEMS WHICH HAVE OR IN A GONDITIDN NOT SUITABLE TRENCHING AND BEDDING DETAIL, BEEN INSTALLED AND APPROVED BY THE ENGINEER, THE CONTRACTOR AS TD HIS DECi NOT SUITABLE FOR REINSTALL-ATION, THE ENGINEER SHALL DIRECT ~ ~ c~.r.
BASED ON THE UNIT PRICES BID I S TD HIS DECISION. THE CONTRACTOR SHALL BE PAID FOR HTS WORK 37, OPEN TRENCH; ~ a4 ~ ~ ~ f PRIDES BID FOR: 1) REMOVAL AND RELAYING OF EXISTING DRIVEWAY ~ o ~
INSTALLATII~N L7F PIPE AND ENCASEMENT DETAIL 5, THE CONTRACTOR SHALL CONTACT NCDDT DIVISION 4, DISTRICT 1 OFFICE OR DISTRICT CULVERTS; AND 2) REMOVAL AND REMOVAL AND REPLACEMENT. OF EXISTING DAMAGED OR SUBSTANDARD A, NOT MORE THAN THREE HUNDRED (360 ) Q° TRENCH SHALL BE OPENED IN ADVANCE OF ~ y q ~ z q
2 OFFICE, AS RPPROPRIRTE, PRIOR TO PERFORMING ANY WORK WITHIN NCDOT DRIVEWAY CULVERTS. fS. P1PE INSTALLATIQN AND COMPLETED BAGf<FILLING. U ~ (7~
USING THE DRY BI~RE AND .JACK ETHflD. RIGHT-DF-WAY. A GDPY DF ALL APPROVED ENCROAQCHMENT AGREEMENTS WILL BE FURNISHED to Vt CO v Q: 2 ~ ~
BY THE CITY TO TH£ CONTRACTOR AND SHALL BE KEPT ON-BETE DURING ALL CONSTRUCTION 28. ALL SECONDARY ROADS, MAJDF ' ROADS, MAJOR HIGHWAYS, RAILWAYS, ETC„ SHALL BE CROSSED BY B. TRENCHES SHALL NOT REMAIN OPEN OVER NIGHT WITHOUT THE APPROVAL DF THE ab s 'X METHOD SHOWN ON THE DRAWINGS. SERVICE LINES FOUR INCH (4 ) ENGINEER, WHEN SUCH APPROVAL IS GRANTED THE CONTRACTOR SHALL PRpVIDE t~'a~ 2~
130301SE1 SEDIMENTATION AND ERNSII~N CENTRI~L DETAILS WORK. DRYBDRE RND JACK METHOD SHDWI AND SMALLER MAY BE INSTALLED BE INSTALLED BY DRYBDRE AND JACK METHOD WITHOUT ENCASEMENT. BARRICADES, TRENCH COVERS QR OTHER APPROPRIATE PROTECTION TO PEDESTRIANS AND THE
GENERAL. AND NOTES 6, THE CONTRACTOR IS PROHIBITED FROM STORAGE OF CONSTRUCTION EQUIPMENT AND OR ( A A MAINS SIX INCH 6 ) ND L RGER AND LARGER SHALL BE INSTALLED BY DRYBflRE AND JACK METHOD TRAVELING PUBLIC TO AVOID INJURY, DAMAGE DR iNCDNVENIENCE AS A RESULT OF THE
MATERIALS ON NCDOT MAINTAINED PAVED ROADWAYS AND IS PROHIBITED FROM STOCKPILING SHALL BE STEEL ENCASED WITH t 130301SE2 SEDIMENTATION AND EROSION CONTROL DETAILS OF TRENCH EXCAVATION OR SPOIL MATERIAL QN NCDOT MAINTAINED PAVED ROADWAYS. THE NCASED WITH CASING EXTENDING A MINIMUM DF THREE FEET (3 ) OPEN TRENCH,
BEYOND THE EDGE OF PAVEMENT, OF PAVEMENT, QUANTITIES OF ENCASED DRYBDRE FOR WHICH PAYMENT °o oo°ooa
GENERAL AND NOTES COST OF HAULING AND QFF-SITE STOCKPILING OF THIS GLASS OF EXCAVATED MATERIALS SHALL BE MADE WILL BE BASED 1 SHALL BE INCLUDED BY THE CONTRACTOR IN HIS UNIT PRICE BID FOR THE PIPE RIGHT-OF WAY RGENCY AND APPR[ LL BE BASED UPON THE ACTUAL LENGTH SPECIFICED BY THE REGULATING 38. EXISTING AND PROPOSED WATER AND SEWER SERVICES: u Q°aL a NCY AND APPROVED BY THE ENGINEER, NQ PAYMENT SHALL BE MADE FOR ~ ~ a~Jc
INSTALLATION, DRYBDRE CASING NDT REQUIRED B~ lT REQUIRED BUT LEFT IN PLACE FOR THE CONVENIENCE [IF THE A, WATER AND SEWER SERVICES. SHALL BE f'ROYIDED AT EVERY RECORDED LDT flF RECORD, 8 `D
CONTRACTOR. EVERY EXISTING BWELLING UNIT, OR AS DIRECTED BY THE ENGINEER. IN CASES WHERE U°~^ tai ~ .»g <C
7, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, INSTALLING, MAINTAINING AND LARGE UNDEVELOPED OR AGRICULTURAL TRACTS OF LAND HAVE FRONTAGE ALONG THE no ~ ~ ~o ~
REMOVING SIGNS, BARRICADES, LIGHTS, ETC., IN ACCORDANCE WITH THE MANUAL OF 29. WHEN A WATER MAIN IS 7O BI UNIFORM TRAFFIC CDNTRQL DEVICES, LRTEST EDITION, FDR LANE CLOSURES OR DETOURS DN MAIN, BUT NDT A SANITARY SEWEE MAIN IS 7O BE INSTALLED UNDER AN EXISTING STORM DRAIN QR GAS PROPOSED WATER OR SEWER MAIN, THE ENGINEER MAY DETERMINE TO DELETE DR QMIT ~°°°Po a°°° Q ANITARY SEWER, A PIPE JOINT ON THE WATER MAIN TO BE INSTALLED SERVICES TO THESE LARGE TRACTS OF LAND AS PART OF THIS CONTRACT, d`{~~an°°°
CITY STREETS, CONTACT THE CITY TRAFFIC ENGINEER AT 252-972-1123 FOR APPROVAL DF SHALL BE CENTERED DN THE EXiS D ON THE EXISTING STORM DRAIN OR GAS MAIN, TO THE EXTENT
APPARDPRIRTE INSTALLATION. FDR LANE CLOSURES DR DETOURS QN NCDDOT ROADWAYS, PASSIBLE THE EXISTING STORM D6 TINE STORM DRAIN OR GAS MAIN SHALL NOT BE DISTURBED. WATER B, ALL WATER SERVICES SWALL BE THREE-QUARTER INCH 43/4) SERVICE UNLESS
CONTACT THE DISTRICT ENGINEER AT 252-459-2126. CONSTRUCTIDN SIGNING SHALL BE MAINS TD BE INSTALLED UNDER E; ~LLED UNDER EXISTING ST[1RM DRAINS DR GAS MAINS SHALL BE OTHERWISE NOTED ON THE DRAWINGS OR DIRECTED BY THE ENGINEER. THE INSTALLATION
~ CONSIDERED INCIDENTAL TD PIPE tINE COSTRUCTIQN AND THE CONTRACTOR SHALL INCLUDE INSTALLED BY UNCRSED BRYBORE THE COST OF SUCH WORK IN THE UNFT PRICE BID FOR PIPE INSTALLATION, INSTALLATION SHALL BE INCLUDEi aSED BRYBORE OR TUNNELING. THE CAST OF UNGASED DRYBQRE PIPE SHALL BE IN ACCORDANCE WITH STANDARD DRAWING 5.S OF THE MANUAL AND SHALL INCLUDE
PIPE` INSTALLATION, L BE INCLUDED BY THE CONTRACTOR IN HIS I1NIT PRICE BIA FQR THE THE FOLLOWING.t1> TAP pR TAPING SADDLE AS APPROPRIATE; (2) CCJRPflRATIC3N STOP;
8. THE CONSTRACTDR SHALL BE RESPONSIBLE FDR AND CORRECTING ANY AND ALL DAMAGES (3> SERVICE LINE, BORE UNDER ROADWAY IF APPLICABLE, (47 METER BDX WITH CRUSHED
TO PROPERTY, BOTH PUBLIC AND PRIVATE, CAUSED BY HIM DURING THE EXECUTION DF HIS 30, WATER MAINS SHALL BE INSTA STONE; (5) CURB STOP, BRASS CLAMPING DE~fICE, AND END CONNECTOR. THE SERVICE HALL BE INSTALLED A MINIMUM DEPTH OF THREE FEET (3 ) WITH THE LISTED ITEMS SHALL BE INSTALLED BY THE CONTRACTOR COMPLETE, SET TO
WORK, THE COST OF REPLACING OR REPAIRING SUCH DAMAGED PROPERTY TD THE ORIGINRL VERTICALLY BELOW THE DEEPEST THE DEEPEST PORTION OF A DITCH, STRERM DR CREEK CROSSING BED. GRADE, TESTED, AND READIED FOR METER PLACEMENT, METERS AND THE SETTING OF
~ CONDITION SHRLL BE INCLUDED BY THE CONTRACTOR IN HIS UNIT PRICE BID FOR THE PIPE COVER OVER ENCASEMENTS MAY B INSTALLATION. LONG AS COVER OVER THE CRRRIE IEMENTS MAY BE DECREASED TD TWO FEET (2 ) AT ROADSIDE DITCH AS METERS SHALL BE THE RESPONSIBILITY OF THE CITY AND THIS WORK WILL BE PERFORMED
fER THE CARRIER PIPE IS MAIANTATNED AT THREE FEET t3 AT NO ADDITIONAL CD$T TD THE CDNTRACTQR. THE CITY SHALL RECORD INITIAL METER ~ ~ ~
q 9. THE CONTRACTOR SHALL BE RESPONSIBLE FDR RND SHALL CORRECT ANY RND RLL DAMAGES 31. RELATION OF WATER MAINS TD READINGS FDR SERVICE START-UP. THE CONTRACTQR SWALL BE RESPONSIBLE FOR RECORD ~ 4TER MAINS TD SANITARY SEWERS: DRAWINGS DF THE METER INSTALLATION AND TAP CARDS WITH TIE-DOWNS TO METER $DXES. (1 /
~ TD EXISTING UTILiTES, STORM DRAINAGE AND OTHER FACILITIES CAUSED BY HIM DURING G:t
~ THE EXECUTic~N Of HIS WORK WHETHER SUCH I?EIS ARE SHOWN DN THE DRAWINGS OR NDT. A. LATERAL SEPARATION DF WATEI TION OF WATER MAINS AND SANITARY SEWERS; C. ALL SEWER SERVICES SHALL BE FOUR INCH (4 ) SERVICE UNLESS OTHERWISE NIITED ON V ~/f~"t
THE COST QF REPLACING OR REPAIRING SUCH DAMAGED EXISTING UTILITES, STORM L" DRAINAGE AND OTHER FACILITIES TO THE SATISFACTION DF THE ENGINEER SHALL BE F 1) HQRIZONTAL SEPRRATION 0 RT THE DRAWINGS QR DIRECTED BY THE ENGINEER, THE INSTALLATION SHALL BE IN ~ ~ ORATION OF AT LEASWT TEN FEET (16) SHALL BE MAINTAINED ACCORDANCE WITH STANDARD DRAWING 4,12 C1F THE MANUAL AND SHALL INCLUDE THE
INCLUDED BY THE CONTRACTOR IN HIS UNIT PRICE BIB FDR THE PIPE INSTALLATION, BETWEEN WATER MAINS AND SAND aINS AND SANITARY SEWERS, WHERE LOCAL CONDITIONS OR BARRIERS FOLLOWING. (1) IN-LINE SERVICE WYE WITH PUSH-ON JOINTS; 42) SERVICE PIPE, BENDS; f'1
PREVENT A TEN F007 (10 ) LATE6 O7 (10 ) LATERAL SEPARATION, ONE OF THE FOLLOWING SHALL APPLY; (3) BORE UNDi:R ROADWAY IF APPLICABLE; (4) CLEANOUT WITH PLUG, SERVICE LINE PLUG,
10. FENCES DAMAGEB DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED BY THE AND STONE BEDDING, THE SERVICE WITH TI-€E LISTED ITEMS SHALL BE INSTALLED BY THE
CONTRACTOR. THE CONTRACTOR SHALL INSTALL TEMPORARY FENCING TO PREVENT ESCAPE OF a. MAINS SHALL BE INSTALLED SU LIVESTOCK. WITHIN SEPARATE TRENCHES WITH INSTALLED SUCH THAT THE WATER ANB SEWER MAINS SHALL BE LAID CONTRACTOR COMPLETE, SET TO GRADE, TESTED, AND READIED FOR SERVICE CONNECTION, ~ ( 3
LEAST EIGHTEEN INCHES (18 ) ABI ~RENCHES WITH THE EELEVATTON QF THE $DTTOM OF THE WATER MRIN AT ~ ~,,,J~ I ~ f CHES (18 )ABOVE THE TOP OF THE SEWER. D. ALL SERVICES FOUR INCH (4 ) AND SMALLER, WHICH CROSS A ROADWAY OR MORE THAN ~ L~.~..Y_.
11, ALL FENCE CROSSINGS OF PIFE LINE BEING CONSTRUGTEB SHALL BE REPLACED WITH JNE LANE i7F ROADWAI', SHALL BE INSTALLED BY UBNCASED DRY BORE AND JACK METHOD.
FENCE DF LiKE MATERIAL.INGLUDE IN REPLACEMENT A GATE TEN FEET (10 ) OR WIDER OF OR
LIKE MATEERiAL AT ERCH FENCE GRASSING BY PIPE CONSTRUCTION, COST OF REPLACING 39. WATER AND Sl<WER SERVICE CONNECTIDNS~
FENCES AND PROVIDING GATES SHALL BE INCLUDED IN UNIT PRIGS BID PER LINEAR FOOT b, MAIN MRY BE INSTALLED IP! THI OF WATER OR SEWER PIPE, INSTALLED IIN AN ELEVATIED $EN .TALLED IP! THE SAME TRENCH AS LONG AS THE WATER MAIN IS ~ :LEVATIED BENCH ABOVE THE SEWER WITH THE ELEVATION OF THE BOTTQM A. ALL HOUSEE CONNECTIONS SHALL BE LAID Tfl THE RICH-OF-WAY LINE flR EASEMENT Lam.
DF THE WATER MRAIN AT LEAST E IN AT LEAST EIGHTEEN INCHES (1$ )ABOVE THE TOP DF THE SEWER. LINE, AS SHClWN ON THE DRAWINGS, DR AS DIRECTED BY THE ENGINEER, f--~-~f
12, THE CONTRACTOR SHALL BE RESPONSIBLE FDR ANY DAMAGE CAUSED BY HIS
CONSTRUCTION OPERATIONS TO EXISTING USGS, NCGS, NCDOT AND OR GITY OF ROCKY MQUNT B, CROSSING OF A WATER MAIN D1 uIATER MAIN OVER A SANITARY SEWER MAIN: B, WHERE AN EXISTING SERVICE IS IN PLACE, THE CONTRACTOR SHALL TIE-IN THE
MONUMENTS. THE CDNTRRCTQR SHALL, AT HIS CAST, REPAIR, REPLACE OR RESET ANY .MONUMENTS SO DISTURBED BY HIM AS DETERMINED BY THE ENGINEER. THIS WORK SHALL BE i) WHENEVER IT IS NECESSARY FE EXISTING SERVICE TO THE NEW SYSTEM,
DONE BY a REGISTERED LAND SURVEYOR. OR A SANITARY SEWER MRIN TD B NECESSARY FOR A WATER MAIN TO CROSS QVER A SANITARY SEWER MAIN JER MRIN TQ BE BORED UNDER A WATER MAIN, THE MAINS SHALL BE C, FOR WATER SERVICE TNSTALLATIDN WHERE PROPERTY OWNER IS NOT CURRENTLY SERCVED ~
INSTALLED IN SUCH MRNNER THAT MANNER THAT THE BQTTDM DF THE WATER MAIN IS A7 LEAST EIGHTEEN BY CITY WATER, THE CE]NTRACTDR SHALL INSTALL A SERVICE TD THE PROPERTY LINE AS
i3, THE CONTRACTOR SHALL TRKE PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY INCHES (18 ) IN R VERTICAL PLAP VERTICAL PLANE ABOVE THE TOP I7F THE SANITARY SEWER, WHERE CLOSE AS POSSIBLE TO THE EXISTING WELL, HQUSE LEAD 7Q LOCAL WATER SYSTEM, HOSE ~
~ CORNERS. IF THE WORK REGIUIRES THE REMOVRL AND RESET OF PROPERTY IRONS, THIS LOCAL CONDITIONS OR BARRIERS F OR BARRIERS PRVENT AN EIGHTEEN INCH C18) VERTICAL SEPARATION, BIB AT FRONT OF HOUSE, DR AS DIRETED BY THE ENGINEER, ~ ~
WORK SHALL BE DONE BY A REGISTERED LAND SURVEYOR, BOTH THE WATER MAIN AND THE S ATN AND THE SANITARY SEWER MAIN SHALL BE CONSTRUCTED OF FERROUR ~ ~
Q MATERIALS RND WITH JOINTS THA1 ~ 14. THE CONTRACTOR SHALL GRADE, SHAPE AND SEED THE RIGHT-OF-WAY AFTER JOINTS SHALL BE LOCATED A DIS' 'H JOINTS THAT ARE EQUIVALENT TD WATER MAIN STANDARDS. THE D. FOR SEWER SERVICE INSTALLATION" WHERE PROPERTY OWNER IS NDT CURRENTLY SERCVED ~ .OCATED A DISTANCE flF TEN FEET (10 ) flN EACH SIDE OF THE POINT BY CITY 5EWER, TWE CONTRACTOR SHALL INSTALL A SERVICE TO TWE PROPERTY LINE AS ~ <C
~ CONSTRUCTION OPERATIONS ARE COMPLETED IN A PROPER MANNER TO AVOID PQNDING OF OF CROSSING. CLOSE AS POSSIBLE TO THE EXISTING SEPTIC TANK, DRAIN LINE FEQM HQUSE, DR AS ~
~ WATER, THE CONTRACTOR SHALL RESEED AND MULCH ALL DISTURBED AREAS OUTSIDE OF - DTRETED BY THE ENGINEER, ~ ~ ~
~ PAVEMEh~T, SEEDING RND MULCHIhdG SHALL BE DONEE i;/ITHIN SO DAYS OF COMPLETION DF C, CROSSING DF A WATER h1AIN UN BACKFiLL, ~1ATER hIAIN UNDER A SANITARY SEWER MAIN. ~ ~
~ 1) WHENEVER IT IS NECESSARY F[ 40. PERMANENT SEEDING SCHEDULE NECESSARY FOR A WATER MAIN Tfl BE BORED UNDER A SANITARY SEWER~~` ~ a
h- i5. SCARRED TREES SHALL HRVE THE SCARS TRIMMED RND ASPHALT PAIPlTED. MAIN DR A SANITARY SEWER MRIN Y SEWER MAIN T{7 CROSS OVER A WATER MAIN, BOTH THE WATER MAIN A, FDR WELL TD POORLY DRAINED SQILS WITH GOOD MOISTURE RETENTTON~ ~
~ AND THE SANITARY SEWER MAIN SI SEWER MAIN SHALL BE CONSTRUCTED DF FERROUS MATERIALS WITH
~ i6. WHERE BENCHING OF SEWER TRENCH IS REQUIRED, CONTRACTOR SHRLL CONSTRUCT R JOINTS EQUIVALENT TQ WRIER MA TO WATER MAIN STANDARDS. THE JOINTS SHALL BE LOCATED A SEEDING MIXTURE ~ ~ ~
~ BERM AT THE TOP OF THE SLOPE. DISTANCE OF TEN FEET (10 > ON f EET (10 > DN EACH SIBS OF THE PRINT DF CROSSING. SPECIES RATE LBfACRE ~ f-"
v; i7, USE AND STORAGE DF EXPLOSIVES ON WORK SHALL CONFORM TO STATE, FEDERAL AND 32. DEACTIVRTE AND DISCONNECT D DISCONNECT EXISTING WATER MAINS. ~ ~
~ LDCRL LAWS AND REGULATIONS, G.i TALL FESCUE (KY 3T) GO
A. THE CONTRACTOR SHALL DEACTI SHALL DEACTIVATE AND DISCONNECT FROM THE CITY WATER BERMUDA C5 ~ Q
18. THE CONTRACTOR SHALL PLUG OPEN END OF PIPECS) AT END DF DAY, DISTRIBUTION SYSTEM ALL EXiSTIh .M ALL EXISTING WATER MAINS BEING REPLACED WITH NEW 'dATER CENTIPED g Z
MAINS. THE DEACTIVATION, DISCO 19. THE COST DF CONCRETE COLLARS AND PLUGS SHALL BE INCLUDED IN UNIT PRICE DF PIPING AND THE INSTAILATII]S, T£ :VATIQN, DISCClNNECTTON, REhiDVAL AND DISPOSAL DF THE DLD WATER >TALLATII]N, TESTING AND PLACING INTO DPERATTCtN OF THE NEW WATER B, SEEDING NOTES:
PIPE UNLESS OTHERWISE NOTED IN PROPOSAL, PIPING TOGETHER WITH ALL SECS: 'ITH ALL NECESSARY FITTINGS, PLUGS, VALVES, ETC., REQUIRED TO
COMPLETE THE INSTALLATION, SHA ALLATIDN, SHALL BE FURNISHED AND INSTALLED COMPLETE. THIS COST 1. FROM SEPTEMBER i THRU FEBURARY 28; INCREASE RATE DF BERMUDA GRASS (HULLED)TD
20. THE COST OF RDAPTDRS, TRANSITIONS, PIPE JOINT LOCKING DEVICES, REQUIRED FOR OF THIS WORK SHALL BE INCLUDE. _L BE INCLUDED iN THE UNIT" PRICE BID FDR PIPE, INCLUDED IN THE
CONNECTIONS AND OR TRANSITIONS OF P,V,C,, C.I.P. AND D,I,P. SHRLL BE INCLUDED IN UNIT PRICE OF THE NEW PIPE SHE UNIT PRICE QF PIPE, THE ABANDONDED PIPE, NEW PIPE SHALL BE THE REMOVAL AND DISPOSAL flF VALVE BOXES ON 2. SEEDED AREAS SHALL BE CULTIPACKED TC FORM SEEDBED AND COVER AREAS. DAT~ ~~QB
:PE.
21, AT RLL LOCATIONS WHERE A PIPE MUST BE INSTALLED INSIDE A DITCH DR AT A CREEK WATER MAINS TD BE ABANDONEI C. SOIL AMENDMENTS ~ESIGN~D BE ABANDONED BY BEING DISCONNECTED FROM THE CITY DISTRIBUTION
CROSSING TO ALLOW CONTRACTOR ACCESS, THE PIPE SO INSTALLED SHRLL BE LEFT 1N SYSTEM ARE SHOWN ON THE DRAW. ON THE DRAWINGS FOR CONTRACTORS CONVENIENCE ONLY, THE 1, APPLY LIME AND FERTILIZER ACCORDING T.J SOIL TESTS. GENERALLY APPLY 3,OOD TO TECNNiCIAN~ RC $
PLACE. PIFE SHRLL BE EIGHT INCHES f$ 7 IN DIAMETER OR LARGER UNLESS OTHERWISE CONTRACTOR SHRLL FIELD VERIFY FIELD VERIFY THE EXACT SIZE, TYPE, AND LOCATION OF WATER MAINS 5;D00 LB/ACRE GROUND AGRTCUL-TRUAL LIMESTONE AND 5G0 LB/ACRE OF 10-'~0-2D
DETERMINED BY THE ENGINEER, THE COST FOR INSTALLING THIS PIPE SHALL BE INCLUDED PROPOSED TO BE ABANBDNED. THE IN THE UNFT PRICE BID PER LINEAR FOOT []F WATER OR SEWER PIPE, ARE SHOWN BASED UPON THE BES1 3ANBDNED. THE WATER MAINS SHOWN ON THE DRAWINGS Tfl DE ABANDONED FERTILIZER, USE THE LOWER RATE ON SANDY SOILS TAD,.1R
MAIN SIZE, LOCATION AND TYPE M~ UPON THE BEST INFORMATION THE CITY HAS WITH RESPECT TD THE WATER c ` ~ N AND TYPE MATERIAL. D. MULCH; ~ E 1/ ~ ~ ~ a ~ 5.,: .
22. WHERE A CUT-IN MANHOLE (DOGHOUSES IS SHOWN ON THE DRAWINGS OR REQUIRED BY
THE ENGINEER, THE MANHOLE SHRLL BE INSTALLED AVER THE EXISTING PIPE. THE 33. TIE-IN QF NEW WRIER MAINS WRIER MAINS TO EXISTING WATER MAINS; 1. APPLY 4,00{3 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER flF ANOTHER SUITABLE ~~T~
EXISTING PIPE SHRLL BE PROPERLY GROUTED AT ENTRRNCE AND EXIT POINTS OE THE MANHOLE BENCHES SHALL BE BUILT-UP TO 80% OF THE DIRMETER OF THE PIPE AND THE A, NEW WATER MAINS SMALL BE CI MULCH, ANCHOR STRAW BY TACKING WITH LIQUID ASPHALT pR ANCHOR $Y NETTING,
TOP OF THE PIPE ABOVE THE BENCH BROKEN-OUT TO ALLOW ACCESS TD PIPE INTERIOR. AT THE LOCATION SHOWN ON THE 15 SMALL BE CONNECTED TQ EXISTING WATER MAINS IN THE MANNER AND ROVING, OR CRIMPING WITH A MULCH ANCHORING TOOL HYDRAULIC TACKING MATERIALS HOWN flN THE DRAWINGS DR DIRECTED BY THE ENGINEER, EXISTING SHALL BE USED IN HIGH QUALITY WATER (H(xW) ZONES, OUTSTANDDING RESSOURCE WATERS
WATER MAINS WHICH ARE TO BE A i ARE TO BE ABANDONED ARE ALSO SHOWN ON THE DRAWINGS FDR (GRW), AND CRITICAL HABITAT. A DISC HARROW WITH BLADES SET NEARLY STRAIGHT
23, THE CONTRACTOR SHALL INSTALL ALL UTILITY PIPING ON PAVED RORDS A MINIMUM OF REFERENCE AND CONVENIENCE ONL JVENIENCE ONLY, WATER MAINS TQ BE CONNECTED ARE SHOWN ON THE (VERTICAL) CAN BE USED AS A MULCH ANCHOR,
L~1 FIVE FEET i5 )OUTSIDE OF THE EBGE DF THE EXISTING PAVEMENT UNLEESS NOTED DRRWINGS FOR CONTRACTQRS CDN~ TRACTORS CONVENIENCE ONLY, EXISTING 4fATER MAINS ARE SHOWN BASED
~ OTHERWISE ON THE DRAWINGS, WATER MAINS RND FORCE MAINS SHALL BE COSNTRUCTED UPON THE BEST INFQRMRTIQN AVA ~ WITH A FIINIMUM DF THREE FEET (3 ) DF COVER. LOCATION, RND TYPE OF MATERIRL. ORMATION AVAILABLE TO THE CITY WITH RESPECT TO THE SIZE, E. MAINTENANCE:
Z _ _ PRIOR 7O OR~~~~¢I>~{j~~(:, FIT DF MATERIAL. THE CONTRACTOR SHALL VERIFY THIS INFORMATIQN
!CN~O~~E, FITTINGS, VALVES, CflURLINGS, ETC„ TO MAKE THE I. iF GROWTH IS LESS THAN FULLY ADEQUAT=, REFERTILIZE IN THE SECOND YEAR
e4, CUNIRACI IRAWINGS MAY NUT SHOW ALL DRIVEWAYS WHEN THE DRAWINGS DO SHOW THE TIE-IN. ACCORDING TO SOIL TESTS, OR TOPDRESS WITH 250 LB/ACRE 1-20-20 FERTILIZER, SCALES
INSTALLATION OF SANITARY SEWER PIPING, STORM DRAINAGE PIPING AND OR WATER MAINS
< CROSSING PAVED DRIVEWAYS, THE ENGINEER SHALL MAKE A DETERMINATION AS TO THE ~ L ALL DRAWING SCALES ARE AS N PRACTICALITY OF INSTALLING THE PIPE LINE BY BORING UNDER THE DRIVEWAY. IN LIEU NOTED OTHERWISE. iL£S ARE AS NOTED ON EACH INDIVIDUAL DRAWING EXCEPT WHERE RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY, AS SHOWN
OF BORING UNDER THE DRIVEWAY(S), THE ENGINEER MAY DIRECT THE CONTRACTOR TO ;E,
n OPEN-CUT THE TRENCH BY SAWING, BREAKING, REMOVING AND DISPOSING OF EXVATATED 50` 25' 0` 3` 50' 100' 150' PROD, NO. DIV,
PAVING MATERIALS. IMMEDIATELY AFTER THE INSTALLATION OF THE PIPELINE, THE 1890 A
U CONTRACTOR SHALL BACKFILL AND COMPACT THE TRENCH AND REPLACE THE CONCRETE OR BAR SCA BAR SCALE-1a=50' DRAWING NO.
z
<t 189001003
COPYRIGHT @ 2008 - ALL RIGHTS RESERVED - TRAY DOBY AND ASSOCIATES, INC,

NNTE~ NI~TE~
NGTESA THE PLAN AND PRCIFILE ALL MANHI~LES QH THIS SHEET ARE I=XTSTIN~ MANHI~LES. CL
A. ALL WETLANDS IDENTIFIED AS NWI MERE ~"IELD VERIFIED INFIJRMATIDN SHOWN ClN THESE NEW CI7NSTRUCTII]N STARTS AT EXISTING MANHpLE STATIdN # 74+20,42 Lj W ~
BY THE CITY ENGINEERS AND SURVEYC3RS AND ANY DIFFERENCE DRAWINGS IS TAKEN FRflM THE
CADDITIC]Nl TC7 THE NWI BOUNDARIES BIAS BEEN DELINEATED GN AERIAL TOPOGRAPHY IIF THE ~ ~
THE PLANS. CITY OF ROCKY MOUNT AND NOT
B. ALL WETLAND AREAS WITHIN CCINSTRUCTIUN AREA ARE TO BE FRAM A PHYSICAL Sl1RVEY, •
RESTORED TO ORIGINAL GRADE. CENTRACTDR TC! PROVIDE ~1.~WU
PRE AND PAST SURVEY DATA ALONG ALIGNMENT TO ENGINEER ~O
VERIFY CQMPLIANCE, BEGII~ ca~sT~ucTiti~v d ~
C, EVERY EFFORT WILL BE MADE TO REDUCE AND MINIMIZE CLEARING ,..f ~ MANHOLE CCIURDINATE TABLE €ATE TABLE MN ~ 30 ~ ? ~ ,--f ~
AND DISTURBANCE TN WETLANDS ALCING THE ALIGNMENT ~ EX. MH # 26 799469.36 799469,36 2339.735.15 102.01 EX. (~H STA, 74+20,42 ~ ? l~
WITHIN THE PERMANENT AID TEMPORARY CI7NSTRUCTIIjN EASEMENTS 7 799425.63 2339423.97 103,19 ~ ~ OS^12'35° RT. ~e ~ f/1 J W
EX. MH # 27 99425.63 799402.10 2339272.38 103~,6~5 ~ ~ ~ ~ ~
. ~ EX. MH # 28 799402.10 fop
EX. MH # 29 799366.26 799366.26 2339056,32 103.41 ~
EX. MH # 30 799229.53 799229.53 2338891,43 105,69 dS D ~
e
NWi-WETLANDS-~ 1~G
~ p.PflRF~7tD~ ~G~, ~ GO 6~
MH # 27 ,Q. Z~ ~ v2
~ MH STA. 68+33,80 4
~ ~ 0 9 M ENT ~ ~ d
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_ _ w w ~
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• :p: 153,4Q' H( _.._.n-- ioz 24 153,40' 24 y o . V~ PIPE ~ ,07% ~~20 . a~ ~0
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104 ft9'r4' TA, 65+i9,~6 ~ N 1 • ~ k
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MH # 28 MH # 28 ~fiN STA, 72+06,22
MH STA. MH STA, 69+8 .20 ~ Q - 30"15`03° LT, ~,~p,R ~.~pp~D 'aa
~ = 00^ ~ ~ ~ = 00^35'40 LT, 10fl '
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~ DATES MAR18, 2fl08
~5
t DESIG~lED BYE TAD
TECHNICIANS RCB
75 CHECKED BYE TAD,JR
~5 [ i z ~
I
0, DATE
I
6S 65
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U > 189 A > > DRAWING. O..
~ z z
z a 60+00 61-"00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 1+00 ~70+00 71+00 72+40 73+00 74+00 75+00 899
COPYRIGHT @ 2008 - ALL RIGHTS RESERVED - TROY DORY AND ASSOCIATES, INC.

_ ~
NG~TE~
ANTI-SEEPAGE GI]LLARS ARE TI7 BE INSTALLED AT THE
FEILI.E7WING STATIQNS. .
75~a0, 7b+5a, 77f75, 7}+00, $0.50, 8~~00
1 83}00, 84+5a, a6~-aa, ~7+so ANA a9~-~~, ors ~ ~ ~
~ ~ . o_ , ~ ctj
NC#TI;~ Iol, t • . ~ ~(.~WU
THE PLAN AND PRQFILE ' a'~ v ~ . 9
INFCIRMATIEiN SHGWf~ 13N THErSI« .
DRAWINGS IS TAKEN FRAM THE -
AERIAL THP~GRAPhY CAF THE:
CITY DF ROCKY ME3NT AND NI1T PRGPERTY DF
FRUM A PHYSICAL SURVEY, ROCKY MSUNT PR[1PE~ IUNT PROPERTT_ES ~ 327,95' 18° PVC PIPE ~ _ ~ ~ ~ ~
DB, 116 PG, 377 .16 PG, 377 c~ ~
~ 1q 3g. ' D ~ ~ o~ •
a ~ ~8. Aye # 33 ti~ Q~ £Q ~ ~ U /
'C'AF MH STA. 79+b9,21
rr~~I ~r © b - 12 S5 03 RT, U R ~
~ ZP # 3 ~ ~G ~ H # 32 MH QZV ~
~ 8" P ~ 6 MH STA, 81-33,16 ~ ~ ~o~ MH STA, ~ 88+57<02 ~ w ~ ~ o U s
~ ~ ~ ~ ~ MH STA. 78 5~ ~'9 Q ~ _ " ~ A 6' 13"13'46 LT.
Q ~ - 37 Z7 3 RT. 1~P - 67"53'52" RT. ~ £ ~ Q, 2 ~ZU 1. tt/. is
~ ~ ~ rQ6 ~ W ~ . 1
> P p T IA ~ P RC] ER Y DF F PROPERTY OF ~~p~d
\ ~ ~ IQ6<g k MRS, ESMA DAMS ,
5.3~ EVIN D. & MARGARET M. HALT " 5` RMANE T EASEMENT DB. 1455 .344 DB< 655 PG. 124
~A k
15' CO STRU IDN EASEMENT e ~r ~ v ~Q ~ ~ I 4 / o ~
~ 1 Q ~ <„r ~ z G~
MH STA, 75+75,66 ~ k / ~ ~ NOTES= ~ ~ w m
• ~ ~ A, ALL WETLANDS IDENTIFIED AS NWI WERE FIELD VERIFIED wQ
~ \ , . . BY THE CITY ENGINEERS AND SURVEYORS AND ANY DIFFERENCE ~ ~d ~
t w ' ~ ~°g (ADDITION) TtI THE ~4WI Bf:Il1i~DARTES HAS BEES! IIELINEATED DN ~
~ ~ Q ~ THE PLANS, Q• ~
P []PERTY EaF „r Ipgq v. ~ ~ B. ALL WETLAND AREAS WITHIN CONSTRUCTION AREA ARE TO BE
HANNA V, JGNES ~ ~ ~ ~ RESTORED TO ORIGINAL GRADE, CONTRACTOR TO PROVIDE ~~Puaepaaaa.{
4`"`° D 1480 488 ~ _ IDP ~ PRE AND POST SURVEY DATA ALONG ALIGNMENT TO ENGINEER TO o°~~~ ~a~Q
T ~ ~ ~ ' VERIFY COMPLIANCE. a ~ ~ ~°o~ ~
11~ roq M ,S ~ \>s ~ ~ ~ C. EVERY EFFORT WILL BE. MADE TO REDUCE AND MINIMIZE CLEARING vow ~ ~ ~a~e
30 IQ1.9. IDq~ ~ ANI? DISTURBANCE TO I~JETLANDS ALONG THE ALIGNMENT y°Qw ~Qa
MH S 74.20.35 ~ z M2, ~ WITHIN Tf~~E PERMANENT AND TEMPORARY CONSTRUCTION EASEMENTS, `'~°~o p onao~a¢~
Q ~ ~ r11. Nl]TE~ ~ ~ 9 ~ ~ any
MICHAEL SCEITT DRIVE ~ ~ ~ ~ ~ \ \ ' ~ ~o
z r ~ t SHALL BE HPEN CUT
? ~ C~ \ q q w.. , ~ • \ ~ q ~ ~ ~ ~ ~ MH # 35 k
• ~ h i y t~ ~ M~# STA, 85+2.07
'J t-t ~ t~ i?
H ~ Py h ~L\ J
w ° ~ ~ • Q ~ De f ~ MANHOLE C81aRDINATE TABLE W
q ~ ~
~ ~ PT. # NORTHING FASTING ELEV. MH # STATION ~ HORIZONTAL CONT L POINT W
a c~ ' Y-798992<99 30 799229,5744 2:338891,4885 105,69 MH#30 74+20,35
~a X'8337860 69 31 799141.b983 2338763,4278 110,00 MH#31 75+75<66 ~ V
Ij ? 32 798%9.9315 83385443400 110,50 MH#32 78+54,21 ~ y Q 33 798968,7042 2338429.1492 110,75 MH#33 79+69,21 ~'.J

t~ r ~ ~ J Vic, 1 ~ F~CI[jD 34 799003,6473 233826$.9662 110.75 MH#34 81+3316 ~ QO 35 798993,5274 2337873,1857 112,20 MH#35 85+29.07 ~ ~
3b 798665.6992 2337$$2-,0087 112,00 MH#36 88+57,02 t~
~ ~U
0 o tE2 . ~
X55 0 -in ~ . ~ ~'3 ~ 155
-F .--r -F .I..-K +f;
Eli I`, ~ ~ •
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i,1 t,1 ~ ~ Ctif ~ le.( ~ jL..S~...
qn 145 ~ ~ ~ ~ z 145
~ fY ~ ~ tY ~ i ~ tY H ~
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135 ~ , ' ~ 135. o
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1C5 105
(/i ~~d
f-
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WA E WA ER LI E TO BE F LD ~ ?
~ PPR[l IMAT L[IC TIQN LUC ~ 115 ~ T LOC TED 1' CO TRAC R< ~ ~ ~ I 115 U ~
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PP fIXIM TE L CATICJ 2 ~ ~ ~
3 ~ A 4 +
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> 105 a e
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27,95 18g VC PIPE @ Q,12% ~f
r ~ 39.91'1~PV PIPE@01 p 2 8.55' 18" PVC PIE @ .12/. II .ao le c PIPE {s.22% 163, 5 18 PVG PIPE 0,12 a
7~ 155.31' 18' PVG IPE ~ D,# 95 DATE APR 03, 2008
i DESIGNED BY= TAD
f I s
TECI{NICIAN: RCB
~ 85 85 CHECKED BY. TAB,JR _
RE~fI~I~~fS
I ( NO, DATE
75 i ' 75
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- z
< 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 x )0 85+00 86+00 87+00 88+00 89+00 90+00 .18900110A
COPYRIGHT @ 2008 - ALL RIGHTS RESERVED - TROY DOBY AND ASSOCIATES, INC.

fn
f ~ T. VJ

1p8 M,~ # 39 U W ~ ~ ~
M#~ STA, 98+08.16
Q = 35^36`13uRT, ~
~ t/7 ~
• z
SILT FENCE
123,99' 18° PVC PIPE ~ 0,12/.
0 4 7~ I SS / ~s ~ ~
'~8. o
~ 1 PROPERTY OF . 8~ ~ ~ ~
MRS, FSMA F. DAMS ~ ~ A &RUSM
DB, 655 PG. 124 ~ A ~~<L
TA . _ ~ MH#40 • ~ MH # 40 cx'~ ~ ~
MN # 38 MH STA. 99+63,64
~G 41 MH STA. ~4, MN STA. 96+84,16 c'~ ~ _ 3S, ~ = 3S^36'13°~ RT,
~ T TO E I~lSTALLED 1• ~ ^ r ~ tit v = 35 51 14 RT. ~~,~¢~a~
~ ND JAC METHQD ~ 0 ~
tie \ ~ ~ ~
e / ~ G ~ ~ w ~ ~ rs i~
A p~ n • gyp' ~ d ~ ~zu ~ W 0~
~ IQO YEAR FLQIID
~ x'12 . . \ ~ ~ Alm j°~ ~
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t'° ~ ~
° MH # 7 - ~ 0,11
MH STA, 92+56,94 A
Q = 13^0958" LT. !~H STA, 101+96,b4 ~ M ~ a
25' PERMANENT EASEMENT 00^00'07" RT, ~ ~ ~ ~ ~ A • ~ w m ~ v~ ~ ~
• `~j0 / • Ml~,~~,
~ yq 15 CONSTRUCTION EASEMENT F T
~ 0 ~pr~'C
• r ~y 112 . r . ~ 8I ~ \ i~8 •1~y
" ~ / Sao
. SFr a ~ YFA .
_ S 3 F ~ ~ 4
corasr. eas r ~F~i ~ ~D i \ A~A~~ MH # 42 p~A ad~p ~17TE; ~'a w ~°a'~
3 SQ. Y~IS QP CLASS B . MH STA. 103+7817 • THE PLAN AND PROFILE vow w m ~a
RI -R ~ 0" DE P W TH AP 2. E I titio PROPERTY OF . FITTER FABRIC ' 1 `r° go . ~ \ •~c'a D = I5^32`03" LT. INF*NRMATIgN SHUWN pN TMESE rn ~
TERRY LEE GRIFFIN 77(~ DRAWINGS IS TAKEN FRC7M THE ~~°°~d 44° ~ ~1V pO44po0444
1' e~ ' AERIAL TGPOGRAPHY OF THE ~
Q~ DB. 1745 PG. 957 P ~
z ~ Q sI(r ~ CITY OF RDCKY MCIUNT AND NNT ~2rr,~ EIt1~~ ~ FREM A PHYSICAL SURVEY,
F-- ~ . ~ ~ 3`~~ v~ prpe
~ e . ~ s} ~F ~ ~ k y ~ ~ ~ ~i l rro W ~
~ MANF#OLE COORDINATE TABLE ~ . ~ cam / ~
q ~ ~ ~ ~ ~fi PT. # NDRTHIIVG FASTING ELEV. MH # STATION
~ G
~ ~ ~ 9 37 7985 5, 066 2337515.7109 112,63 MW#37 92+56.94
~ , ~ ~0- 38 798249.1305 2337173,7369 112,2'0 MH#38 96+84,16 a\
~ ~ 39 798247,0258 2337049.7599 112.20 MH#39 98+08,16 .16 ~ ~ ~
40 798335.3844 2336321.8253 112,10 MH#40 99+63,64 w 64 ~
~ ROPERTY OF 41 798467.8028 2336730,1119 111,51 MH#41 101+96,64 • /r
~ S, ESMA F, DAMS 42 798570,9695 2336580,7488 112,59 MH#42 103+78,17 ..C1 8,17
~ . ~ DB. 655 PG, 124 ~ ~ ~ •
~
~ M ~o ~Q
155 ~c~ ~H
~ ~ c
~ m 7 > > ~ ~
~ QJ QJ
t/7 to F-~~ ~ ~
145. ~ ~ ~ ~ ~'i 145 F--a is
~ ~ ~ x:. ~
135 135 ~ ~r_
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> 145 ! 105 Q-
t .99' • PUC P P~ @ 0.12. 15 .48' 8° P C PIP @ 012% # 23 @ 012% 2'33 Ofl' 18` PV PIPE @ 01 % 18 53' P C PIP ~ 0, sez,ii ts' Pvc ~rPe ~ ot2~i. ~
t
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DESIG~!£D BY: TAD
TECHNICIAN: RCB
85 ! 85 CHEGkED BY. TAD,aR
NE7. DATE
75 ~ 75 _
~ i
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c o~ N m S;UALk 5 m o HGRID l' = 50'
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55 z z z a 55 PRGJ, NO. DIV.
1890 A
z z z > > >
t.- A 1-4 4-1 z H H > , > DRAWING NO,
Q 90+00 91+00 98+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 10 100+00 101+00 102+00 103+00 104+00 105+00 189001 A K
COPYRIGHT @ 2D08 - ALL RIGHTS RESERVED - TROY DOBY AND ASSOCIATES, INC.

H~=
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tia ~ ~ ~
~
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Ili •
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r^ MN STA. 117+$0,91 W ~ ~
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~ 11 f ~ X MH STA. MH STA. 115+07,93 MH STA. 119-29.38 C0 Q~1 ~
r d = 52"41'12 RT, 66"44`39" RT, ~ ~ ~
11 ~ ~ ti ~ ~ ~ ~ ,~ti2 w.e, ~ ~ ~ ~ A cYr
• w ' ~ Q v ~
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ti D = 0^18'09" RT. ~ C A F~ h2 oN ~ R r
11 IA F tiA ~ a a~. ~n
~ 10'x 63,61' lx fj& ~ p~ ° CCJNST, £ASM T f
~ 118 A, A k ...r ~V ,"aa~Oaoagaaa"{
544 YEAR FLDQD ~ ~~r~~~"v°` NDTE~ ~ ~A ~,q~~~ll n a Y"
Il6 PRQPERTY QF - .YARDS CLASS B ' ~ THE PLAN AND RROFILE ~ ~ ~ ~°a
a TERRY SEE GRiF'FIN ~ RIP-RAP 48" DEEP I iNFDRh~ATiON SHOWN DN THESE ~n ' c~ o~ ~ m wa ~
I)B, 1745 PG, 957 TST#4 T F FIL ER ABRIC ~ ~ DRAWINGS TS TAKEN FRDM THE ~ .ry ° eo
' , AERIAL TOPOGRAPHY DF THE ~ ;
Cx ~ 1 agaaa0°aa 4"5~`hi CITY DF ROCKY MDl1NT AND NDT ~N ~
1 PRQPER Y QF ~o FRDM A PHYSICAL SURVEY,
z i CUI~PEPPER LIMITED PART~ERSWIP RSWIP
DB, 1745 PG, 937 ~ 1 4,
' 25' PERMANENT EASEMENT ~ 20
i ~ ~ ~ 15 CQI~STRUCTIDN EASEMENT f I6
r ~ U MANHOLE CD(~RDiNATE TABLE
z w ~ W
PT, # NORTHING FASTING ELEV. MH # STATION # U
loo MN # 44
n ~ MN STA. 110+90,41 43 79$663,27$4 2336314,1632 113.93 MN#43 106+60,29
~ j~~ ~ = 83^86'18" LT. ~ ~ 44 798854x5352 2335928,9459 119..71 MH#44 114+94,41 ~ Q ~
45 798544.2269 2335741,7314 113,51 MH#45115+47,93 ~
46 798484,3554 2335429,7932 113,9E, MN#46 117+80.91 Q
47 798522,2776 2335287,3719 114.31 MH#47 119+29,3$ ~,y] ~
U
a~ Q_ ~ c~
~ 160 ~ ~
o~ ~ ~ . ~ ~ ~ F
a . ~ ~ # ~ ~ ~ ~
n~ .W - - ~
Q~ I-~ i-~ -w ~ ~ i
150 ~ ~ 150 N
S Z ~0. ~ ~ ~
140
i
z o
~ ` U o ~yx
r~ U o
~a 1~0 i 130 ~ ~
y

~

~ ~ 1~0
120 ~ ~
a W Q ~
~ ~ ~ ~1 Z ~
3
k
> 110 I 110 ~ ~ r=
~ ~
174.9 ' 18' PV PIPE @ ,12% ~ ~r P7
417.5 ' I8" PVG IPE O,i2°
82,11' 18u P C PI E @ ,1~% 430,1. ' 18" PVC IPE II,1~°
100 1QQ DATE APR 7, 2008
DESIGNED BY; TAD
TECHNICIANS RCB
l
90 ~ i i SO CHECKED BYE TAD,UR
3 '
~~~~~a~~
ND, DATE
80
i ~
1
W G4
~
~ r ~Q
[N n. SCAL
y a in cu 1 0 m HORIZ.: if/ = ES 50
~ o CD ~ i- 0 0 VERT, 1, = 10'
60 H z ~Q PROJ, N& DIV.
~ > > 1890 A
U ~ z z z z DRAWING NO.
d 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 )o 115+00 116+00 117+00 118+00 119+00 120-g00 18900112A
COPYRIGHT @ 2008 - ALL RIGHTS RESERVED - TROY DBDY AND ASSOCIATES, INC.
I

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/ / ~ ~ ~ ~.0
~ ~ ~
MANHI~LE C~IaRDINATE TABLE ~ ~
~WW(..~
PT, # NCiRTHING EA .TINE ELEV. MP # STATINN ~
r ~ 48 798696,0210 2335266.4884 115,01 MH#48 121+04.38 / ~ <L ~
49 798894.5Q49 2335163,8381 115,06 MM#49 123+27.83 f U H ? ~
50 799092.6480 2335090,1727 116.00 MH#5D 125+39.23
UJ ~ ~
51 799335.7403 2335019,3825 116.43 MH#51 127+92,42
52 799540,9890 2334907,1247 116,37 Mh'>>#52130+26,36 / ~ ~
53 799762,1488 2334861.8276 116,57 MH#53 132+52,11
U
~a
w ~ NflPMA ~ 1~ ~Ra~
~PL~
w 2~ rte- ~ ti a
25` PERMANENT EASEMENT . J W yea a ~
~ i ~ 15 CQNSTRllCTI~N EASEMENT . 1 dx azu rxC~
. ~ Q~ U • ~ ~
f ~U
~ ~ P . YEAR ~ 1p0 IMP N f
~ ~ ~
4 ~ CJ 1,~
.J ~ o I 11
~9 ~ ~ 9~"',~,. NLJRITONTAi. CIINTRtI~ PAINT ~
18~ SILT FENCE Pjp P~ ~ t 211,39 18" p N=7991b7,0$Ol q~Q 1; ~ C ~ a C PIPE ~ 0.12;.: p C PIPE @ O,I2% ~ E=2s~~o4~,798I
0,1 ~ 23,46 18 PV i ~ c'~ 2 1~---- 253,19'`-'-.~- SIL
~ 4 18 PV T FENCE C PIPE ~ 0,12/
~ • ~ 0.12/. . '~~PVC PIPE . 233.94 1 0,12% fl ~ ~ ~ gd ,,,mar= , 18~F~~~E ,~-,~~g~i ~ ~J /
plp ~j
. ~ ,mil
Q~ , ~ MH # 49 ~
f P~ + ~~a MH STA. I25+39.2 .r 3~ ~ / / COQ ~ ~ °°fl~pL ~y~o (..j
MH STA, 123 27,83 MH # 52 tt~ C.1.°n'^ W C14 ~ k
d = 06^57'10" RT. _ ^ „ RT. OQ ~ ~ti~ MH STA< 130+26,36 a~ ~ ~ o~ ~o a.
d = 17^06'03" RT. i PROPERTY OF ~J°«Pob~ 0°°°0
MH # 51 pis M H # 4 8 - ~is ~7 °pao°oo°°° • PAUL D, WHITLEY, JR, ET-ALS aN ~
M!-{ STA. 127+92.42 Ml-f # 53 DB, 818 PG. 598 3
MH STA. 121+04.3$ ti~~ ~ - 12^26'24" LT, MH A. 1~2+52,11 z z
~ _20^29'34" LT, a h ,z9 ~ = 3^14'54° LT.
? '-1.18
U w, Li 2° tU ~ ~
h ~ ~ 3 ~
Z ti~
~ PRIaPERTY QF~ ~2 \ ~ ~ ~ W
CULPEPPER LIMITED PARTNERSHIP
o DB, 1745 PG, 937 THE PLAN AND PROFILE LLI
INFORMATION SHOWN t]N THESE ~ ~
J LJ
1H LL AERI L UT POGRAPHY OROMH~HE ~ ~ Cd
CITY OF ROCKY M1aUNT AND NOT I"'
FROM A PHYSICAL SURVEY, ~ ~
W ~
l-) tV c
n ~ . tf) ~ O ~ Cl 16u , ~ 1~0 ~ ~ ~
~ f ~ + C.L~ A ~ ~ ~ ~
~ ru i
3 ~ ~
- W la.! - I.x1 ~ w w f
q ~ ~ 150 I 150 r-•a ~ ~
N ~ Nn, ~ ~
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140 ~ s: e ! ~ 140 ~ t:
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~ 1~0 ~ ~ Q 120 U~~
v ~

Vi ~ ~ ~
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> 110 110 ~ ~
_ M P @ .12% 23 .94` Su P C PIP @ 01c PIP @ 018"f> 2 5,75' 18" P C PI E ~ ,12% 2 9.99' 1B' P C PI E ~ .12! ~ f
avc Fip~ e a,xz~ 23.45 18 VC P PE @ 0,12/ 21144 1 PV PIPE @ 0,1 % 2 319 18 P C I E t A:99' 18
1~Q I I 100 DATES APR 7, 2008
i I3ESICNED BYE TAD
i
TECHNICIAN, RCB
~o 90 CHECKED BY. TAD,JR
NO, DATE
~o ~0 -
E
~a ! 70

n ? ~~a
M Cv o ~ I~ r
In - it 'IT, I HORIZ,. 1" = 50' co Ln Y)
60 Z 60 PRGJ, NO, DIV.
1890 A
U z z z z z~ z z z 4f z DRAWING NO.
7^W H H M N t
120+00 121+00 122+00 123+00 124+00 125-00 126+00 127+00 126+00 129+00 0 130+00 131+00 132+00 133+00 134+00 135+00 18 9 0 0113 A
COPYRIGHT @ 2008 - ALL RIGHTS RESERVED - TROY DORY AND ASSOCIATES, INC.

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c-a S \ MA€~HOLE CI~DRDINATE TABLE ? ~

NQTE~ CREEK --'.1---._ ~ ~ PT, # NQRTHING FASTING ELEV. MH # STATION # t'7 (1J
PROPERTY OF n ~ ~ 36 D~ ENCASEMENT TO BE ~ ~ ?
PAUL D. WHITLEY, JR, ET-ALS INSTALLED BY DRY BARE .AND JACK S4 799953,734$ 23:3.4657,6423 116.09 MH#54 135+32,11 ~ W ~ E
DB3 818 PG. 598 S5 800099,1186 2334371,7062 118.58 MH#SS 138+52,88 Q ~ ~
MH # 55 S6 800238,1637 2334213,9626 11.8,76 MH#S6 140+63.16
I MH S T A, t 38+52.88 .Q . 57 800396,1694 2334049,2534 117.30 MH#57 142+91.40 ? U fz-+ _ p
14^26'38° RT.
• 4 _ (/1 _J
W `.~1a-~...~.~ ~ _J ~
f
~ END CONSTRUCTION 25 PERMANENT EASEMENT MH # 57 JSTRUCTION Z ~ E
~ `~`'1~ 1S CONSTRUCTICIN EASEMENT
~ ti MH STA, 142+91.40 ~ ~ 142+91.40 C..)_
11 ~O 19"56'42" RT. ~ ~ 56'42" RT. - ~ ~
° - DWAY 23 ! b2 s
NQf2MAL ~'LQfI ~ 230,2 ' 116 38 PVC PE p ENCE
~ E . - Q ~ sVa~A ~ µ~ra ~ ~ €
r 4 P ~ a ~ ~ ~ VC IP 7 .,ti loa
0~ X1.519
w SI C PIPS o a •-r'`-~'~" Pal ~ o i 0
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s
~ ter ~P ~ E 1 ~ <d ~ - 1 ~ ~ ~
4 ti
v
~ v ~ ~ ---N[1RIZ~NTAL CONTREI P[IINT
118 '9 N= 800461.6199 ill ~ n MH # 5b E=2334096.7595
MH # 54 MH STA. 140+63.16 ~ f
116 ~ .
T 135+32,31 0 ~ = 02^24`54" RT, ~ MH S A tie , a ~opOOOOOO
d = 16"13'32° LT. ~o_ ~ oo~p ~ uooo . f ~ 00 0~ ~°oQ ~b ~
1 8 ~ _
120
V i ~ ~ 1 ~tro
PROPERTY OF 122 AR Q
CULPEPPER LIMITED PARTNERSHIP
DB, 1605 PG. 463 124
C7
~ 6
tH LL. W ~
H
Pc8 Z t$0
a 'R_ PROPERTY OF NOTE< ~ Ll.-I
HDDGE MORRIS LLC THE PLA ANR PROFILE W ~ 3NFDRMA ION SHOWN O THESE
Cl / ~ ~ IIB. 2162 PG. 770 . ~ RRAWIN S IS TAKEN F DM THE ~ ~
AI~E2IAL TDPt,IGRAPHY THE
~ 'F? w CITY OF ROCKY MOUNT AND N~DT ~
H LL a FROM A PHYSICAL SURVEY. ?
W Q_ ~
~ W~
~ ° U
5 - ~ Aa ~ ~Q ~s- t~ 1~5 ~ ~
o N d- - U
~ LEI - L~ - W Q J ~ ~
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Hn! h ~ H J. H
l.f~ t;.
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Q Q . W ~ ~ 125 U Q o
U D
° ° APPR XIM T ° ~ AP ROXIM TE c~
~ a EXI T. 6" XIST. 6 ~ ~ ~C ~
GAS LINE LnCA IQ 3 ~,J
w 115 Q- ~ ~
> 115 ~
~ FU URE I 228.4 18 PVC P FU URE I TERC PTDR SEW R ~
21028' @0.1% C~
36 DI IN 3 ' DI I V,
105 105 DATES APR, 2008 r
DESIGNER BY: TAI3
TECHNICIANS RCB
TI3P Z4 W LTV, - la .50 I
95 ~ ! 95 CHECKED BYE TAD,JR f
~~VISIC~~IS
ND~. DATE
85 ~
f
w
fi
~ 75 75 k
i ~ C'F~AE r`r £
u J . (u N SI N I ~,1 I J4fLn.21
1 NORIZ,; l = 50 F
0 0 Ev CD V R7," = 1Q'
4 65 H CL 65 PROD, NO, DIV.
rv 1890 A
~ j > > Z Z 21 Z DRAWING NO,
Z
~ 135+00 136+00 137+00 138+00 139+00 140+00 141+00 242+00 143+00 144+00 00 145+00 18900114A
COPYRIGHT @ 2008 - ALL RIGHTS RESERVED - TROY AOBY AND ASSOCIATES, INC. f
4 f,
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2` RAISED LETTERING ~ " ~ ~ ~ ~
(RECESS(~D ELUSN) U ~ ~ ~ ~
Y ~ ~ c ~ A B 5 3/8` CAST-IN STAINLESS STEEL R[JD ~
TRENCH
DEPTH GR N {a) i' DIA. HANDLING HRLES ~
- r _ STA, # P.ER DRAWINGS OU D SURFACE dN A 24 3/4` DIA. D.£. U, f~
COMPACTED 3 ~ d R \ ~oooaaoo
COMPACTED BACKFILL 3/4 ~ ~ oa as ii 5/8' ~o ~
BACKFILL ~a%
12" 90% N a 12 MI A <Cg~ 4 ~ z8 {..YON i~ Q\ ,.,o Q tl<
STONE ~ °u yr G? (13 bo o ~ co
SEWER PIPE TRENCH BEDDING ~ ~ ci - as°ao O
12" MIN. DEPTH fy oo?oaoaaa° Jj/
C G;
Q h-f
I- ~ ~ ~ ° ~I" _ LL (1Y HEX HEAD 3/8°-ib 1(i 3/4° LANG ~ ~ f
,r i ~n ~n ~v ~v ,a ,a ao ~a ,r ,a ~a ae vo ~r . .r . .v . w-v. V., a ,aa . . a."> s >.a,>. ty~ ~ ZINC PLATER BdLi WITH ZINC WASHER R~ ~ Ij
r--t 12 o , e .r REMdVABLE ZINC CdATED SS NUT FdR i/g~ --~ih~- CllSTQM£R Td ADD PABLDCK ~ "7
't L»
~ UNDISTURBED UNDISTURBED OVER SECTION B-B FRAME SE~TI~N B-B ~ ~ 27" ESTIMATED WEIG~iT ~ ~
~ SOIL SOIL ANTI-SEEPAGE COLLAR
r~ ~ ~ i!2" 3/4` CC?VER. 60 LBS FRAMES 85 I.BS
NE~ES Ui~IT. 146 LBS
2,
1. ANTI-SEEPAGE COLLARS SHALL BE INSTALLED AT APPROXIMATE 150 FT, INTERVALS
AS SHOWN ON THE PLANS AND AS REQUIRED BY THE ENGINEER ThROUGN WETLANDS, CgVER MATERIAL SPECIFICATIE}N
OVER SECTIDN A-A OVER -GRAY IRGN ~ ~ ~ ASTM A48 CL3SB
2. ANTI-SEEPAGE COLLARS SHALL BE CONSTRUCTED QF A PRIMARILY CLAY MATERIAL
PLASTICITY INDEX AND LIQUID LIMIT PLOTTING ABOVE °A-LINE° ON USCS PLASTICITY 27" nIA. FRAME GRAY IRON ~ ~
CAST-IN GRfll~V£ FOR ASTM A48 CL35B 25 3/8` DIA. 1J4° DIA, NECIPREN£ GASKET
CNART> WITH A MINIMUM OF 100% BY WEIGHT PASSING THE 1/2" SIEVE AND A MINIMUM IJF zs
50% BY WEIGHT PASSING THE NO. 20Q SIEVE. 15/8' ~ €_i_.I
MANUFAC;TERER ~ ~ ~
3. ANTI-SEEPAGE COLLAR MATERIAL SHALL BE COMPACTED TO A MINIMUM flF 95°f< OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY AT A MOISTURE CONTENT NO LESS THAN 2% DRY ~ EJIW - EAST .JGRDAN IRGN WQRKS
OF THE OPTIMUM COMPACTION MOISTURE CONTENT, v~~ ~ ~s t---1 25 i/4` DIR~
28° DIR.
4. ANTI-SEEPAGE COLLARS SHALL EXTEND TO THE BASE OF THE EXCAVATION, 7HE FULL WIDTH W
OE THE EXCAVATION, A MINIMUM OF 18n INCHES ABOVE THE CROWN IIF THE SEWER, AND A 32" DIA. _.l
FRAME MINIMUM OF 12' ALONG THE LENGTH OF THE SEWER, FRAME SECTIQN A-A °
a~~w
i~ z GENERAL BACKFILL MATERIAL AT ALL LOCATIQNS ABQVE THE PIPE AND CIILLARS SHALL BE ~a~~~Q
~ COMPACTED TO A MINIMUM of 90% QF THE STANDARD PRQCTEIR MAXIMU3~ DRY DENSITY. °
a nn~~ ~ l.f.. 9
A DENSTY TESTS WILL BE PERFCIRMED EVERY 400 LINEAR FEET ALONG SEWER ROJTE BY ~ W J W ~
CQNTRACTOR, RECOMPACTICIN TO ATTAIN THE NECESSARY DEGREE DF COMPACTION SHALL BE x
r PERFCiRMED BY CONTRACTOR, AT HIS EXPENSE, IF G[IMPACTILIN F'A.TLS TESTS, f
STANDARD D~TAI~S A ~A~S~D ~A~1N~C_~ ~ " ~~Q
~ 6. CONSTRUCTION SHALL BE MONITERED BY OWNER, COLLARS SHALL BE TESTED FpR DENSITY c
~ GRAIN. SIZE DISTRIBUTIgN, AND ELASTICITY INDEX BY CONTRACTQR, ANY COLLARS (AILING U
a TO MEET THE REQUIRED SPECIFICATIONS SHALL BE REMOVED AND REBUILT AT THE - W
CONTRACTQR`S EXPENSE, W © L- L~ W
3 ANTI-SEEPAGE CELLAR DETAIL (NTS) Q ~ z ~ ~ W ~ ~
~ 4- © ~
NTS 1-- z
J J Q © o
~ f
w G
DATE! MAR 17, C~08
DESIG#`1ED BY= TAD
TECHNICIANS RCB
CHECKED ~Y; TAD,JR
RE~IISICIC~S
NQ, DATE
Z SCALES
3 t
t~ AS SHOWN
~a
t~. PRGJ, NO, DIV.
1890 A
DRAWING NO,
z 13030!DTR
COPYRIGHT @ 2008 - ALL RIGHTS RESERVED ° TRAY DORY AND ASSOCIATES, INC.

I~x~ ~~s
z.
(/1
,
A 1
- B ~ ~ W ~
CASING PIPE
~ C~
~ ~ a W W U
2 1 2 EXISTING PAVEMENT i- Z
CARRIER PIPE Q ~ t;~
;
2 2 ~ ~ . C~~-'~_
C~°~~
3 - " 3 Q ~ ~ r+'
B . 1 2/2 CARRIER ~ ~ r
PIPE 3" MINIMUM PAVEMENT CROSS ~ fl
4 _ ~ SECTION SMALL MATCH EX U { ~ { I M ~ 12" MI . { BUT SHALL N07 BE LESS
45
, ~I I I~I { ~ I THAN THE FOLLOWINGS ~ { 1 1/2" TYPE S9.5C BCSC ~~G a~~ ~ ,
10" CABC ~°~qD ~ ~J
~ Q
~ 4 ~ { ~ { { ( TYPE II9,OC BC$C er ~ a a s OR ~ Z F3f rc
~ 4 ~ _ 3 c a° d.
~ . NOTES { { 8" 3DOQ PSI CONCRETE ~y P ~
r ~ ICI { ~ { o~ ~ ~~1~~3~ - PIPE ~
~ 2 2 BACKFILL SHALL BE INSTALLED IN
~ ~ 1 LIFTS YIELDING 6-8" MAX, UNIFORM ~ ~ ~ { { A y~
~ - COMPACTED FILL. 41ELL COMPACTED FILL ~ ~
2 %u BACKFILL SHALL BE COMPACTED TO A { ~ ~ {~1~ ~ ~ 4~P ~ ~
9
~ ~ ~I~TE~ d~T E~ MIN, DENSITY OF 98i< AS + + ~ ~ { ~ ~ ~ DETERMINED BY AASFETO T=99 FOR ~ ~ ~ , ; s I I, ; c.~ w w m ~ ~
2, CASING SOIL OR T-180 FC1R STONE, m ~ 1, CASING PIPE NOT SHOW3~, CUT-BACK TO BE PERFORMED AFTER ~'Q
SECTI~7~i A--A d
" 6 d 2. LEGS 2 " 1 B 2. LEGS ROTATED OUT OF TRENCH BACKfiILL AND COMPAGTIQN. ~ ~
8 POSIT] POSITION FOR CLARITY,
A I ,w~~~ '
SECT~~~ B_D O~oL ooaooaQ ~ r~..
48° p v PAVEME{~T ~',~TCHI~1~ EC~~ ~JTILIT`~ I~ISTALLAT~Q~ `'°°~R a o ~ w'~
NCASEME~IT DETAILS E ~~TES RE1fTSIONS___ APPROVED STD, NQ. Qom ~ ~
~0 a~r 'R PT N CITY ~F RICKY M~U~1T - ~ ~ o ~ V3 N cr,°
NTS 1, CARRIER PIPE IS D,I,P. PUSH C1N JOINT. ° ON ,10INT, USE ONE DATE REVISION
SUPPORT ASS`Y PER JOINT ANB PARTIAL AND PARTIAL JOINT, DEPT", ~E ENGINEERING 04-05-04 ~ ~~Q~~ °,QSaooaoa 3
CASING PIPE PIPE SUPPORT ASSEMBLY BIMINSICINS CARRIER PIPE kr
RAILROAD HIGHWAY MARK NUMBER 2, CASING PIPE MATERIAL IS STEEL. TEFL,
a 3, HNT DIP. GALVANIZE ALL STEEL ASSEMBI EL ASSEMBLY PARTS
NI~MINAL BiA. O.D. CJ,B, WALL O.B, WALL 1 C 3 _ A B C
° " " " n d N_ " " " d d _ d AFTER FABRICATION. 6" 6,90" 12,75 0,250 1.75 0..288 8 X 2 X 1/4 6 X 1 2/2 X 2l4 6 X 1/4 3/8 ~ 10.90 1 3/4 3/4 Q 4, CADMIUM PLATE ALL NUTS & BOLTS. BOLTS.
~ . " .16.00" 0,281" 1b,00" 0.250° X 2" X i/4" 6" X 2° X 1/4" 6" X 1/4" 3/8" ~ 24,05" 1-3/4" 3/4"
8 9 05 F-, ~ ~
~ " 20,00" 0,344° 20,00" 0,250" 8" X 2" X 1/4" 6"X 1-3/4° X 1/4" 6° X 1/4" 3/8° ~ 27,70" 2-3/4" 3f4" ~ f 2 13,20 L~..I W
" d tl ® N " " M N N d " " " " d d ~ 16 27.40 30>00 0,469 30.00 0.3I2 8 X 3 X 3!8 6 X 4-1 ~ X 3/8 6 X 3/8 2/2 ~k 27,40 3 1-3/8 ~ ~
x c~
c~ as C~ ~ ~
a. _ ~ C1
W ~ ~ ~ ~z'
~
~C ~ ~
HIGHWAY
~ R/W tR/W l.<~ F°.
i ~ ~
CASING PIKE
~ DUCTILE IRON H
45°MIN, CARRIER PIPE
~W
~Q
z ref ¢ ~ ~ ~ ~
H
~ ~ ~ ~ iz z ~ ~ ~ ~ ~
NQTES= J ~ ~
Imm Lt, A , ~ C-1
~ THE FI~LLOWING NOTES APPLY TO ALL ~ r-• q C~! ~ d
~ HIGHWAY CROSSINGS AS SHOWN
r ~ EN THE PLAN -PROFILE SHEETS, W v ~ ~ ;
A ~ ~ C1 ~ ~
PLA[~ ~ 1, ALL WATER & SEWER PIPE AT HIGHWAY F-
i- Z <t ~ Vi ~ . ~
CROSSINGS SHALL BE DUCTILE IRON, F- tC l'7
3 HIGHWAY N- (/3 ~
~ 2. CASING PIPE SHALL BE STEEL WITH A M
~ MIN,. YIELB STRENGTH CIF 35,000 P.S.I. W,:
3. INSTALLATIO OF CASING PIPE SHALL BE
DATE; MARCH,. 8008 r
BY DRY BORING & JACKING.
4. INSTALLATION OF CASING ANB CARRIER CASING PIPE TO TECHNICIAN. RCB .r. s.'-
h-
PIPE SHALL CONFORM TO DEPT GF .EXTEND PAST BITCH o z CF~ECKED BY: TAD li'
TRANSPORTATII7N MANUAL "POLICIES AND LINE IN CUT f M t
PRI7CEBURES FOR ACCOMMODATING SECTIONS, ~ ~----TOP OF CASING I REVIS~~f~S
UTILITIES ON HIGFfWAY RIGHTS OF WAY°,
C~!{}k _ ~.1 V caslNG TO EXTEND NO. DATE
5. GUT A LENGTH OF PIPE SUCH THAT A A ~fl~f. OF' S` PAST
JOINT EXISTS AT BOTH ENDS OF THE
- TOE OF FILL SLOPE. ENCASEMENT,
6. GREASE ENCASEMENT AS REQUIRED
FOR EASE OF INSTALLATION. PIPE SUPPORT
6" FILL ANNULAR SPACE ASSEMBLY, SEE
~ WITH CRUSHED STONE ~ DETAIL THIS SHEET. SCALES
z AT EACH ENB OF PIPE, AS SHOWN
ad r_n~ ~r pTO~
csn~. v . i a i PROJ. NO, DIV
FOR DRAINHNLE. 1890 A-1
s
SHEET NO,
HIGHWAY CROSSING DETAIL
' NTS DRAWING NO,
z
135501DT1
COPYRIGHT L 2008 - ALL RIGHTS RESERVED - TROY DORY AND ASSOCIATES, INC.'

a
r` C}
a < V I a~
r W ~a
'"-0' --2' ABOVE 100 YEAR FLOOD ELEV. SEE PLANS ,,,~v ~ W
USE SEALED MANHIILE COVER /T" ~ ,
WITH VENTED MANHOLE ~ ~--a I~`~ f
o - 3/8"x3" FLAT BAR Z
~ " x BRACKET W/~-5/8 x4 ~L~w~
r a
EX. ANCHOR BOLTS ~ z >
~ SHOP WELDED TO VENT Q ~ ~ ~ x'
~ ~ x
VARIABLE D D D ~ ~ ~ F--i
GROUT THRU HO~.E F--v- ~ ~
N MANHOLE I ~ ~
~y
VENT FABR. OE 4" I.D. U
~ SCH.40 STL, PIPE ~ ~
~ ~ SHOP GALV. & COATED ~ G,_0" MANHOLE RING ~°RArr~~
~ WITH COAL TAR EPOXY . AND COVER ~ ~f
MAX. INSIDE & GUT . ~ W w Std ~ ~ W ,W..~p Q,
~ C ~ I ~ ~ X44 ~ ~ A ~ ~ ~z~ ~ 4t

~ ~ Q ~~4 ~ 3~ ¢ r~~~~. q P Q~ 31819 ~o~~ ~ a
> 3!8"x3" FLAT BAR BRACKET - ~ i MANHDI.._E VENT DETAIL ~ . t~ " " P~ ~ ~ ~ n
WITH 8-5/8 x4 EX. ANCHOR ~ ~ ~ ~ SEE PLAN-~PRflFILE
BOLTS, DO NOT WELD BRACKET ~ ~ FOR ANGLES A
TO VENT, BRACKET SHALL BE ~ v~A~ ~
' i SHOP GALV. & COATED WITFI o a~ a~ ~ 4'ti ~ ~ ,~C~
COAL TAR EPOXY
v L.t rn ~ vi ~ v
tiw ~ a
41r'2"G,D,xIl4" STL. PLATE MAX ~ ~ ~ ~~;.~p ~ ~
(TAPPED fOR 2° PLUG)
WELDED Td BOTTOM OF VENT
~ ~ ~ °aoaooooo
71_{~A Oa 0 ~Qa ~ i
~ph ~ W ~b
'~~lA a ZOO ~
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W MANHI~I.E RINGS EXPOSED ABNVE GRADE ~ r
SHALL BE ANCHORED TO THE GRADE ,
RINGS WITH t2> 1/2s ANCHEIR BOLTS _MANN~LE RING & CgVER
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10 1/2"
1 1/2" 1 1/2" y } ,
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llfl6" HOLES DRILLED BRACKET FABRICATED
AS SHI~WN FROM 3/8" STL. PLATE .
PRECAST RISER X PRECAST RISER x Vl
~ TRANSITION Q x PRECAST ~
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~ ~ ° , ~ ~
TO SEAT SQUARELY ~ '4 ~ ~ ~ ~ ~ a PRECAST BASE 5'-0" BASE ~ C vARiF.S (...J
~ ON MANHOLE ~ o' ~ X CI ~ ~ a ' Q 4 C~" Q 6° 6~ INV. OUT-SEE ~/j Z
~ ~ p ~ 5'-p° ~ 2/3 PIPE ~ p d PRECAST BASE ~ INV,IN-SEE PLAN-PROFILE X W ~ i p ~y
3 ' ~ o DIAMETER I PLAN-PROFILE ~ ~ tY^"17 ~ ~ fy
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> ~ ~ ~ '
a ~ 1/2 PIPE f ~ , ~ eQ ~ !t7 ,
~ °
~ DIAMETER a o I / ~ ~ , ~ v
1„ .a a, ~ a~ ~ n ~ a • v • ~ iN
~ ~ DATE, MAR. 17, P008
5l8"x4" EXPANSION DESIGNED BYE TAD
VARIES 6'-0" 6`-0" ANCHOR BOLTS TYP, TECHNICIAN~.:.RCB
# 4 BARS L 1i?° O,C,
~ I .d E.W. E,F. TYPICAL NOTE CHECKEII BY, TAD,JR
~,i ~
S~ C T I G f~ A- A coNTR, S~#ALL PRI7VIDE caNCRETE R E V~ S I d f~ S ~~.Y
VEST STRAP SECTID~f B--D SECTID~I C-C DRDP MAf~HDLE ~ GROUT Cf3LLARS flN INFL~3ENT AND
NTS NTS EFFLUIwNT PIPING ON ALL MANHOLES NO. DATE F
HFS
I~`
i
LJ P~
Z I~
l:7 Z SCALES ~ti
rs
Ix AS SHOWN
STANDARD DETAILS FOR 5' DIAMETER MANHOLE
tt. PROJ, NO, III V.
w to 1890 A
U DRAWING NOO
Q 130301DT3
COPYRIGHT @ 2008 - ALL RIGHTS RESERVED - TROY DORY AND ASSOCIATES, INC.
'ovK'

~ETAIL.S FQR STABI~IZII~G CNA~NELS WITH JI~TE THATCHING
2° X 4° X 5' HARDWOOD OR 2°{MIN,l X 5'-0" METAL ~EI~IMC~fT~Ti~~~ & C~~S~Q~ CQ~`TR~.. ~f~TE~i ~
y y STAKE DRIVEN ~'-0" INTO GROUND. MAXIMUM
A, BURY THE TDP CIF THE JUTE STRIPS IN A `,`E~`~s-,--.Y,~; _ " e ~ , t.,:_=~-=: s; SPACING DF STAKES 6 Q D.C, 2.iN ADDITION TO ALL OTHER SEDIMENTATION AND EROSION CONTROL MEASURES SPECIFIED ~ l~ C'aJ
TRENCH 4 DR MORE IN DEPTH, ®~z THE CONTRACTOR SHALL. COMPLY WITH ANY ADDITIONAL MEASURES DEEMED NECESSARY BY
_ _ _.:-~,`;~i~~~ WRAP TDP END OF FABRIC AROUND SLAT AND STAPLE 'LE THE INSPECTOR PRIOR TO ANDfOR DURING THE COURSE OE CONSTRUCTION. Q
` ;;~~~,P{ SECURELY. SECURE ENDS OF SLATS TO STAKES, Q ~
a 2. EROSION CONTROL MEASURES AS INDICATED Oil PLANS OR IM THE S~EGI~ICATIONS SHALL
B, T A .P THE TRENCH .FELL Df SOIL, SECURE WITH ~ <~; M , y y ~ SECURE FABRIC TD STAKES AND WIRE MESH WITH BE INSTALLED PRIOR TO DISTURBING ANY SOIL, CONTRACTOR SHALL MAINTAIN ALL n
ROW OF STAPLES 1D° SPACING 4" DOWN FROM ~~'~~r~=--f::~ . r - STAPLES DR HEAVY WIRE AND MAINTAIN, . ~ r_ SEDIMENT CONTROL DEVICES AND SHALL REMOVE SEDIMENT FROM FENCES AS REQUIRED BY ~ ~ ~ W
THE TRENCH, ~~°,F~,~ _ - - y
-p-'-_` sy STANDARD STRENGTH SYNTHETIC FABRIC. MINIMUM C'-D" THE INSPECTOR, ANY COLLECTED SEDIMENT LEFT AT THE END OF THE JOB SHALL BE D„ REMOVED. ~
- - Y y Y DF FABRIC ABOVE GROUND,
~ ? ~
3. CONTRACTOR SHALL SEED & MULCH WITHIN 3Q DAYS OF INITIAL DISTURBANCE. AND IN NO
C, FIVER! AP BURY UPPER END OF LIIWER BACK WITH °HQG° WIRE DR OTHER APPROVED ~a CASE SHALL OVER 54Q FEET BE LEFT UNSEEDED AND UNMULCHED AT ANY ONE TIME.
~ STRIP AS IN 'A' & 'B'. OVERLAP ~ WIRE MESH. ~ E. DVERFAL~ ~ 1 ~ RA71p ~ r
END OF TDP STRIP 4" y y y ~ e
~ ''t~ v ~ y ' BURY TDE DF FABRIC IN GROUND A MINIMUM IIF 8° ~ AND STAPLE, ' y y ' 4. SEDIMENT FENCES SHALL BE REMOVED FRAM THE SITE WHEN GRASSING IS ACCEPTED AND ~ U~~
_ STABILIZATION IS COMPLETE. a a Z ~ ~ ~
y_-~',~ FIN. GRADE T : i:~.- ~ , ~ _ ~ MAINTAIN 8° DEEP DITCH 8` 0" IN FRONT DF a~ v ap44~T
- ; i y - FENCE, P'~~3t S ~g~ 5. ANY EXCAVATED MATERIAL WHICH IS NOT USED FOR PILL SHALL BE REMOVED FROM THE ~
F:.
` D. RCI ON STOP FOLD OF JUTE E SI SITE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, t
y ~a A
BURIED IN SLIT TRENCH AND y ` ~ y , 6. CONTRACTOR SHALL MAINTAIN ALL STREETSIDE DRAINAGE SCALES AND DITCHES, ALL ~ ~
TAMPED DOUBLE ROW ` ` ` ' y yy y ~ - - f PLACE STAPLES 1~1/P _ _ DIRECTION O~ RUNOFF FLOW DISTURBED VEGETATION IN LAWNS SHALL BE REPLACED IN KIND AND ALL DITCHES AND p
DF STAPLES, r- - . y ' _ " y ~ ` ~ TD 6 FEET APART AS DRAINAGE STRUCTURES MAINTAINED FREE FROM SEDIMENT, " ~ ~ ~
_ - - - ~ ` % y wrn ~ an u Q
_ ='ar y ~ ' lr REQUIRED TO KEEP THE - _-.°°i- - ~ y , ~ ~ ~ - - NOTES SEDIMENT IS TD BE REMOVED FROM DITCH AND ND ~ wo a d w~ ~
~ , ~ ~ ~ - y JUTE FIRMLY PRESSED ~ ~ : ~ ` ` ~ ~ ~ ~ ~ ~ . r_.- ~ FENCE REPAIRED AFTER EACH RAINFALL, 7. WHEN A LINE IS TO BE INSTALLED ALONG A SHOULDER WITH A SL[!PE FROM THE ROAD, cY~~ ~ ~4
~ ~ ~ ~ - y y INTO THE SOIL, \ \ \ \ \ ' DIRT CFiLL3 REMOVED FROM THE CUT SHALL BE STOCKPILED ON TIIE PAVEMENT SIDE
OF THE CUT. THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL 1`ROM THE SITE PER
y ~ ti ~ ~ " THE JOB SPECIFICATIONS.
~ ~ ~ ? ~ y hb 0` L~'~9
8, WHEN INSTALLING :RIP RAP ON DISTURBED STREAM BANKS, CDNTRAG-~ OR SHALL PLAN WORK ~D ~ ~ m 40~ 4 U3 2g
y ~ ~ y IN SUCH MANNER THAT STOCKPILES OF EARTH ARE NOT SUBJECT TO WASHING INTO ~Q; ~ ~ u`~
STREAM OR DRAINAGE AREA, ~°°~d pa°d
y y ~ ~ ~ ti ~ l ~ y y TYP, STAPLES l3'1j ,9,°aaa°o° i E
~ #8 GAUGE WIRE NTS U~t{ 9, CONSTRACTOR SHALL INSTALL SILT FENCES OR OTHER SEDIMENI" COLLECTION STRUCTURES
iN STREETSIDE DITCHES WHEN SO DIRECTED BY THE ENGINEERS, EVEN THOUGH NOT
~ ` ` , SHOWN ON THE CONTRACT DRAWINGS, WHEN, IN THE OPINION OF THE ENGINEERS,
- l o SUFFICIENT CARE iS NOT BEING TAKEN BY THE CONTRACTOR TO PREVENT ENTRANCE
OF SEDIMENT INTO- DITCHES. SAID STRUCTURES SHALL BE INSTALLED AT THE W
CONTRACTOR'S EXPENSE, AT NO ADDITIONAL COST TO THE OWNER.?
~ F, PRESS ENDS DF JUTE INTO THE. SOIL w
~ AROUND STRUCTURES AND STAPLE SECURLY, H 20. ALL COSTS ASSOCIATED WITH INSTALLATION, MAINTENANCE AND REMOVAL OF
~~~-yy TEMPORARY STREAM CROSSINGS AND STRUCTURAL STREAM BOTTOM STABILIZATION y..
t~..-1y 4..3 SHALL BE INCLUDED IN PRICE OF PIPE. RIP RAP SHALL BE PAID BASED ON LL.I`
UNIT PRICE IN PROPOSAL.
lil H
~k- I1. WHERE SEWERS ARE TO BE INSTALLED IN THE CENTERS OF EXISTING ROADWAYS, ~ ~
ALL TRENCHES SHALL BE FILLED AT THE CLOSE OF' EACH WORK DAY AND WHEN RAIN ~ ~ ~
IS IMMINENT, AT NO TIME SHALL TRENCHES BE LEFT OPEN OVERNIGHT, OVER ~
TEMF'~RARY DIVERSION DITCH 6' TYPICAL WIDTH. WEEKENDS, OR DURING INCLEMENT WEATHER, OPEN END OF PIPE SHALL BE PLUGGED ~
STONE LINED (W) BEFORE CLOSING FRENCH. ~
2' MIN,
Q~ ~ 2C, ALL RIP-RAR LINED CHANNELS SHALL BE LINED WITH AMOCO 4552 FILTER FABRIC
A COMPACTED SOIL FLOW o- OR AN APPROVED EQUAL PRIOR TO PLACEMENT OF THE RIP-RAP,
9° MIN.
1.5'
MIN ~Dj
C~~1ST~~CTIQ~1 SEC~UE~ICE H
~ 9" MIN, ~a ~o~
6' TYPICAL ~.?~;p p~, 1. UPON CONSTRUCTION AREA ACCESS, STABILIZE ALL BARE AREAS
o~ c~ o IP~MEDIATELY WITH GRAVEL AND TEMPORARY VEGETATION,
~ 0 o FILTER FABRIC AND INSTALL GRAVEL CONSTRUCTION ENTRANCES TO ALL PULBIC ROADS ACCESSED,
~ MIN. 9° LIE CLASS ARID-RAP FILTER FABRIC Z AFTER CONSTRUCTION SITE IS ACCESSED, INSTALL TEMPORARY
6` TYPICAL SEDIMENTATION AND EROSION CONTROL MEASURES NECESSARY, ~ Q ~ ~
t~ INCORPORATE INTERIM MEASURES AS DIRECTED BY THE ENGINEER AND AS ~ d W ~
tW) A REQUIRED BY THE PLANS TO MINIMIZE SEDIMENTATION AND EROSION AS f--~ ~ Q z
2 MIN. CONSTRUCTION PROGRESSES, P" Q J ~ Q,. k ~
w <C ~ ~ ~ E- W
w COMPACTED SOIL FLOW S, APPLY TEMPORARY OR PERMANENT STABILZATION MEASURES IMMEDIATELY ~ w
9" MIN, a ON ALL DISTURBED AREAS WHERE WORK iS DELAYED tOR COMPLETE, ~ ~ ~ ~
(l1) ~a L~ ~ z ~ - 1~ ~ ° ~
AT GRADING COMP~.ETiON, STABILIZE ALL GROUND COVER, INCLUDING o ~
6` TYPICAL 3 BORROW AND SPOIL AREAS, AND INSTALL PERMANENT SEDIMENTATION AND ~ w
w EROSION CONTROL STRUCTURES SUCH AS CONCRETE LINE DITCHES, ETC: W ~
CLASS A B RIP-RAP RAP
a~
5, REMOVE AND STABILIZE ALL TEMPORARY CONTROL MEASURES SUCH AS r
24° MAX. 0 0 DIVERSION DITCHES', SEDIMENT TRAPS AND SILT FENCES, IlATE= JUN, RD48
AT CENTER ~ ,p 4 4
FILTER FABRIC ~aBRrc TECHNICIAN, RCB K:
~1 O coil oa' a 2 r~ c~oacxaoc~o cu~ocxi o MAINTAIN GROUND COVER AND OTHER MEASURES AND RESEED AS REQUIRED CHECKED BYE TADJR
4 O D g T O ENSURE ~'ERMANENT SEDIMENTATION AND IwROSION CONTROL,
tT a
~ I, THE SLOPE OF THE DITCH SHALL BE AS SHOWN DN THE PLANS.. SECTION A-.A ~CVI~~~~s
(yJ 2, AL,L DITCHES WITH SLOPES GREATER THAN 10'/, SHALL BE LINED WITH 9" DF CLASS A
,~..I RIP-RAP UNLESS OTHERWISE STATED DN THE PLANS. G t..._ ! V 1J N0, DATE
S!~~lE CHECK DAM ~ 3, THE COMPACTED SOIL RIDGE SHALL BE SEEDED IMMEDIATELY AFTER CDNSTRUCTIpN, ~ POWER POLE ~ JUTE MATTING
f`"' NTs UNLESS IT WILL REMAIN IN PLACE LESS THAN 3D WORKING DAYS.
SILT FENCE STONE CHECK DAM
1. KEEP THE CENTER SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND 4, THE CONTRACTOR SHALL INSPECT THE DITCHES ONCE A WEEK AND AFTER LEVE WH R THE AM ABUTS THE C ANNEL BANKS, TEMPORARY SEDIMENT TRAP OUTLET STABILIZATION
~ L E E D H ~ EVERY SIGNIFICANT RAINFALL AND SHAL! REMOVE SEDIMENT FROM THE FLOW AREA
~ AND MAKE ANY REPAIRS NEEDED. R, EXTEND ST(1NE AT LEAST 1,5 FEET BEYOND THE DITCH BANKS, -WB-~- WATER BAR
z TEMPORARY GRAVEL CONSTRUCTION SCALES
~ . WH N A T V 3, THE CONTRACTOR SHALL INSPECT THE CHECK DAMS AND CHANNELS FDR DAMAGE z 5 E THE REA PROTECTED IS PERMANENTLY S ABILIZc.D, REMD E -TD-~ TEMPORARY DIVERSION DITCH ENTRANCE/EXIT AS~NOTED
. ~_..w ~ . , -
3 THE RIDGE AND FILL TN THE CHANNEL TO BLEND WITH THE NATURAL GROUND AF I LK LAL H HUNUF F LVLN I AND L,Ui` HEU i ALL. IJAMAUL IMML JIA i LLY R RIP-RAP 5 SQ. YDS. CLASS B MORE OR PROD, NO, DxV, -
LEVEL AND SEED IT. LESS AS REQUIRED BY ENGINEER STRUCTURAL STREAM BANK STABILIZATION, 1890 A-1
4. THE CONTRACTOR SHALL REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS
AS NEEDED TO PRREVENT DAMAGE TO CHANNEL VEGETATION, 6, DIMENSION AS SHOWN ON THE CONTRACT DRAWINGS OR SPECIFIED BY ENGINEER, TEMPORARY FABRIC PROTECTION TEMPORARY STREAM CROSSING SHEET NO, FOR DROP IONLETS SE1
c.z 7. INCLUDE ALL DITCHWORK IN PRICE CAE PIPE, DRAWING NO.
ZD z
130301SE1
COPYRIGHT 2 2008 - ALL RIGHTS RESERVED - TROY DDBY AND ASSOCIATES,. INC.

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~ ~ ~ ~ ~ ~ SEDIMENTATION AND Q ~ o q ~ ~ ~A ~ ~ ~ ~ ~ c~ r-~ ~ ~ ~ SEAL r ~ ` S£AL, i- ~ w ceRTav~csr~ ~ ~ C j{~~ A ;TATES, INC,
n4 ~ A,~SC~GI T~~ f--~ ~ ~ .^i ~ ~ tr'i ~ c~ c $ o v, NUMBER 1
~ (7'1 ~i ~ ~ ~ ~ E I \ ~ ~ ~ IJ N N a T L J ° G~~i~J6 ° r1 1~~}~.~J ~ C-3819 ~ of o' F G~NSU~..TING ENC y ~ ~ ~ ~ ~ C ~ T Y 4J F ,'y` n 40 ~ Q~ ~ NC ENGINEERS
' { ~ -i -1 ~ p Doti E u° Q 6 ,a, ~ AND DETAI~..S oG I ~ ' ~ w I?'1 ~ D ~ O ~ °0poooo°o°°~ ~ N 4grM ARa15 r~
< e ~ ~ oy o p~ ~ ~ c f~A EIGN NC ~ ~ E I, NC 27612
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