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N LE G N D E XISTI� QONDiTIOE • � GENERAL I T a
TELEPHONE PEDESTAL
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1. PROPERTY AND RIGHT -OF -WAY INFORMATION ARE FROM TAX MAPS AND FENCE a ELECTRIC PEDESTAL
HIGHWAY DEPARTMENT AND SHOULD BE CONSIDERED APPROXIMATE. - SIGN z
- - - - � _ - � _ � � APPROXIMATE LOCATION OF' stc� , STREET SIGN � V
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1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY 8. THE CONTRACTOR SHALL CONTROL ALL DUST" BY PERIODIC WATERING AND SHALL PROVIDE, ACCESS EXISTING SEWER LINES I GN a
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETtER CONDITION UNIT ID PRICE AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES, _ _____ _ ____ APPROXIMATE LOCATION OF UNDERGROUND CABLE TV SIGN
MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE B E
THAN THE ORIGINAL SITE, OR AS NOTED. FOR UNCLASSIFIED EXCAVATION: ALL OPEN DITCHES AND. HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE .- EXISTING WATER LINES -►- UNDERGROUND FIBER OPTIC CABLE SIGN
SPECIFICATIONS: -, APPROXIMATE LOCATION OF
EXISTING GAS LINES �uc Wit. UNDERGROUND TELEPHONE CABLE SIGN
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT 2. UNLESS OTHERWISE STATES, ALL FILL AREAS SHALL BE CONSTRUCTED iN LAYERS OR 8". MAXIMUM �r
1 9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND. MULCHED. ACCORDING - a--- «- a -� -a- DITCH LINE INTERSTATE HIGHWAY
LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE THICKNESS WITH WATER ADDED OR SOIL CONDlTi0NE0 TO THE OPT1i �JUM MOISTURE CONTENT AS
DETERMINED BY {N A SHEEP'S FOOT ROLLER TO A COMPACTION TO THE SPECIFICATIONS: THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ___0, _____4,�_ APPROXIMATE LOCATION OF 66 U.S. HIGHWAY ,g
DAYS PRIOR TO CONSTRUCTION CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS. THE ENGINEER AND COMPACTED WITH E
EQUAL TO OR 2' F SUB GRADE BELOW ROADWAY'S AND ROCKS LARGER THAN 3 ", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES. PRIOR TO UNDERGROUND CABLE TV LINE �,
CALL BEFORE YOU DIG, NORTH CAROLINA ONE CALL (1 800 - 632 - 4945). Q GREATER THEN 95% (100% IN THE TOP 0 THE ® CONCRETE MONUMENT
PARKING LOTS) OF THE DENSITY OBTAINED BY .COMPACTING A SAMPLE OF THE MATERIAL IN SEEDING. THE SURFACE SHALL BE LOOSENED TO A DEPTH OF *4-"-611 TO 'ACCEPT SEED.: THE m �, �ry APPROXIMATE LOCATION OF - �•w
ACCORDANCE F MOISTURE - DENSITY RELATIONSHIP TEST OVERHEAD CABLE TV LINE u Rw �+� RIGHT-OF-WAY MONUMENT �+
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE
£WITH THE STANDARD PROCTOR METHOD 0 , CONTRACTOR SHALL NOT .PROCEED WITH SEEDING OPERATIONS .WITHOUT FIRST OBTAINING. THE . ayo
ENGINEERS APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE PERFORMED BY A MECHANICAL - - - - -E- --- E----- E- - - - -t- APPROXIMATE LOCATION of aas MAILBOX OR PAPER epx
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS. " " - UNDERGROUND ELECTRIC LINE
OF WATER POLLUTION CONTROL. HYDRO- SEEDER HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA APPROVAL BY THE oPe POSTAL DROP BOX
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ENGINEER. E E E E APPROXIMATE LOCATION OF _
OVERHEAD ELECTRIC LINE ® UTILITY POLE
ANY AREA NOT CLEARED OR GRUBBED. APPROXIMATE LOCATION OF UTILITY POLE (LTV)
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES. TO CONTROL RUNOFF FROM THE 10. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO - - uor 4.
CONSTRUCTION SITE. CONTRACTOR WiLL BE RESPONSIBLE FOR ANY FINES THAT MAY BE 4. ALL SOIL EROSION CONTROL MEASURES. REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED AASHTO M -36, WITH REROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS. 18" PIPE UNDERGROUND TELEPHONE LINES ®LIFO. UTILITY POLE (LIGHT) u
LEVIED DUE TO POLLUTION CREATED DURING CONSTRUCTION. PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT - _ _ APPROXIMATE LOCATION OF 0 uPELEQ UTILITY POLE ELECTRIC >
SHALL BE 16 GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE - ucr
FENCES, ETC.., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT 12 GAUGE AS SPECIFIED ON THE PLANS. PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT OVERHEAD TELEPHONE LINES ®LIP UTILITY POLE (TELEPHONE °G
AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S 1023 -3 FOR PLAIN PIPE OR 1032 -4 A FOR BITUMINOUS COATED. AND PARTIALLY PAVED PIPE. ---- "�-- -�- �"- �--- "�-- -- -�°- RIGHT -OF -WAY ( ) ca o
6. CONTRACTOR MALL FOLLOW ALL FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO ()
CONSTRUCTION OPERATIONS. APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARIING . AND GRUBBING. IF DURING • uPE�T. UTILITY POLE (ELECTRIC TELEPHONE) v
THE LIFE OF THE PROJECT, A STORM CAUSES' SOiL EROSION MICH CHANGES FINISH GRADES OR DIMPLE BANDS SHALL N01 BE USED. r0 0 TREES /SHRUBS ® upma UTILITY POLE (ANCHOR) �'
CREATES "GULLIES" AND "WASHED AREAS ", THESE SHALL BE REPAJIRED AT NO . EXTRA COST AND WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO TREELINE - - LIGHT POLE ~"
7. WATER LINES SHALL HAVE 3 MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE DRAWINGS. ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS
DIRECTED 'BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY AASHTO M -17Q AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032 -9 FOR WALL "B" TYPE. BL GUM BLACK GUM Opp POWER POLEW
8. WATER AND SANITARY SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER BL.OAK BLACK OAK " GUY WIRE ANCHOR w z
" SEPARATE COVER. WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE `HIGH DENSITY :POLYETHELENE (HDPE). SMOOTH
SEPARATION OR A MINIMUM 18 VERTICAL SEPARATION WITH WATER OVER SEWER, OR WALL INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH #57 WASHED STONE UP TO 'MIN. 6" C.OAK CHESTNUT OAK Q MANHOLE W
BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE 10 EITHER SIDE OF THE CROSSING. OVER THE TOP OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETEN11ON SYSTEMS SHALL BE P.OAK POST OAK Ua$• JUNCTION BOX oy
5. DISPOSABLE MATERIAL „ Z
RANCOR BLUE. SEAL OR APPROVED EQUAL. R.OAK RED OAK O ELECTRIC MANHOLE i� �
9. WATER AND STORM LINES SHALL HAVE A MINIMUM 24" VERTICAL SEPARATION. A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERTY W OAK WHITE OAK (? STORM DRAIN MANHOLE
DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE. ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE` 2 CORRUGATED STEEL w.PINE WHITE PINE O SANITARY SEWER MANHOLE 91
10. SEE PROJECT SPECIFICA11ONS FOR ADDITIONAL INFORMATION. MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M -36. THE PIPE SHALL BE ►
B. SOLID WASTES TO BE REMOVED, SUCH AS .SIDEWALKS, CURBS, PAVEMENT, ETC., MAY BE MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF W CHERRY WiLD CHERRY U FIBER OPTIC MANHOLE �
PLACED IN SPECIFIED DISPOSAL AREAS DELINEATED OW THE THE �P'LANS OR REMOVED FROM THE AASHTO M -274. ALL PIPE SHALL BE FURNISHED WITH REROLLED ENDS AND SHALL BE JOINED WiTH Y.PINE YELLOW PINE Q7MH. TELEPHONE. MANHOLE
11. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER HUGGER BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24" DIAMETER
ROAD BEING CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO THE LOCAL „ " E.I.P. EXISTING IRON PIPE OR PIN O CO. SEWER CLEAN OUT
NEWSPAPER RADIO STATION FIRE DEPARTMENT COUNTY SHERIF*'S DEPARTMENT OF 2 °. THE CONTRACTOR SHALL MAINTAIN' SPECIFIED COMPACTION REQUIREMENTS. IN THESE SHALL BE 16 GAUGE, PiPE THROUGH 42 DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54 DIAMETER A Ess ELECTRIC SERVICE STUB-OUT
olare
R W RIGHT OF WAY h�
AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CON-TRACTOR SHALL REMOVE THIS SHALL BE 12 GAUGE. %
AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT AGENCY. ALL TRAFFIC WASTE FROM THE SITE AND PROPERTY DISPOSE OF IT AT HIS EXPENSE. CENTERLINE 0 Gss GAS SERVICE STUB -OUT
CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT 11. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES. C CURVE (SEE CURVE TABLE) ®' CATCH BASIN/DROP INLET ���` '•.�''%
OF TRANSPORTATION. C. ABANDONED UTILITIES SUCH AS CULVERTS,. WATER PIPE, HYDRANTS, CASTINGS, PIPE O� WATER METER
APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIED UTILITY 12. CATCH BASINS CAST -IN -PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT. STANDARD L LINE (SEE LINE TABLE) ®® �.
12. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, SPECIFICATIONS FOR ROADS. AND STRUCTURES (LATEST EDITION) ARTICLES 840 -1 THROUGH 840 -3. BLDG BUILDING A�+ FIRE HYDRANT = Q ®e `y►»s
LOCATED AND 24 HOURS PRIOR TO CONSTRUCTION. THE ENGINEER WILL EVALUATE THE DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN. USE. ANY ABANDONED UTILITY, CURB INLET CATCH BASIN SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH 840.04. CiP CAST IRON PIPE �WV WATER VALVE +V %A
LOCATION OF EXISTING UTILITIES AND DETERMINE WHETHER OR NOT THE PROPOSED HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED. DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION BOXES .SHALL CONFORM TO CMP CORRUGATED METAL PIPE
t+ GAS METER �y••sq�� Qe
WATER LINE WILL BE MOVED. STANDARD DETAIL 840.31: CONC CONCRETE t! GAS VALVE ��'.�'dQ�� ����•
D. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES WHEN if `.
APPROVED BY THE APPROPRIATE AGENCIES. WHEN BURNING M ANTICIPATED, IN ADDITION TO .OBTAINING 13. CURB INLET FRAME, GRATE AND HOOD SHALL BE NE£NAH R- 3233D, PRODUCTS BY. DEWEY BROS., CPP CORRUGATED PLASTIC PIPE IRRIGATION CONTROL. VALVE
13. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED .WITH LIKE MATERIAL ALL NECESSARY PERMITS AND MEETING GOVERNING CODES, IHE CONTRACTOR SHALL NOTIFY THE ENGINEER U.S. FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R- 3339A. OR EQUAL. DIP DUCTILE IRON PIPE POST INDICATOR VALVE i0000eo
IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUC11ON AS TO THE SPECIFIC LOCATION OF BURNING AND SHALL NOT BURN WITHOUT THE ENGINEER'S APPROVAL FIELD INLET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
E &T ELECTRIC & TELEPHONE ® ELECTRIC CABINET
PRACTICES AT THE CONTRACTORS EXPENSE. OF THE BURNING SITE.
14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SEC11ON OF NCDOT FOC FIBER OPTIC CABLE ® ELECTRIC JUNCTION BOX OR OUTLET
14. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING BURIED TELEPHONE LINES IN CONFLICT WITH AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL BE GIP GALVANIZED IRON PIPE � E.TRANS= ELECTRIC TRANSFORMER
THE PROPOSED WATER LINE. WHERE NECESSARY, EXISTING BURIED TELEPHONE LINES SHALL BE DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS `SPECIFIED IN "B" CLASS A OR B, 4000 PSi MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED 0/H OVERHEAD c� #5 REBAR WITH CAP SET
TEMPORARILY MOVED DURING CONSTRUCTION OF THE PROPOSED WATER UNE AND RE -LAID ABOVE. THE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE REQUIREMENTS OF SEC11ON 1040, RCP REINFORCED CONCRETE PIPE SPIKE OR NAZI. SET
AT NO ADDITIONAL COST TO THE OWNER. WAITING FOR A "BURNING DAY". CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND /OR 834. U/G UNDERGROUND POINT NOT SET
15. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING 6. IN THE EVENT EXCESSIVE GROUNDWATER OR 'SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF vCt= VITRIFIED CLAY PIPE OIPF IRON PIPE FOUND (PROPERTY CORNER
15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE. ) j
CONSTRUCTION AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER BRAINS AND STONE AS 16. TiNDALL PRE -CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
DEPARTMENT OF TRANSPORTATION. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED DIRECTED BY THE ENGINEER, ALL WORK SHALL BE PAID BASED UPON UNIT BIDS UNLESS
EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED SPECIFIED OTHERWISE.
BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A SIMILAR MATERIAL
APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED AS 7. THE CONTRACTORS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY z
SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILr i.Y COMPANY PERFORMS �„
A PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENT AND THE ROAD AND CLEANED UP PROPERLY THE WORK.
AFTER CONSTRUCTION.
16. CONTRACTOR SHALL NOT LAY ANY PIPELINES OUTSIDE OF PERMANENT EASEMENTS. IF LINES PROJECT SPECIFIC NOTE, S° Lu
MUST BE MOVED FOR ANY REASON, THE OWNER WILL SECURE ANY REQUIRED EASEMENTS ui w UJ w
PRIOR TO MOVING ANY LINES. 1 QUANTITIES AND LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT
17. PRIOR To cONSTRUCTiON ALL POTENTIALLY AFFECTED PROPERTY OWNERS MUST BE QUANTITIES, ORIENTATIONS, SIZES, LOCATIO S, AND DIMENSIONS ARE TO BE FiELD VERIFIED BY J J z
NOTIFIED OF IMPENDING CONSTRUCTION ACTIVITIES A MINIMUM OF THREE (3) WORKING THE CONTRACTOR.
DAYS PRIOR TO BEGINNING.
2. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING O
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MANHOLES PRIOR TO BEGINNING CONSTRUCTION.
3. EXISTING SEWER LINES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNTIL NEW LINE IS
PLACED INTO SERVICE.
NORTH CAROLIN ND QUALI SECTION- J
4. CONTRACTOR' MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM -THE O W
.EROSION CONTROL NOT CONSTRUCTION SITE.' CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES AT MAY E LEVIED 0-
DUE TO POLLUTION CREATED DURING CONSTRUCTION.
GENERAL- ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE .ol
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND 5. CONTRACTOR SHALL NOTIFY THE OWNER AND THE NCDOT AT LEAST ONE (1) WEEK PRIOR TO
QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED NTH FOR ALL WORK. T R A I I BEGINNING CONSTRUCTION.
1. - OBTAIN GRADING PERMIT. 6. CONTRACTOR SHALL NOTIFY THE PROPER. LOCAL AUTHORITIES AT. LEAST ONE (1) WEEK PRIOR TO
2. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY. THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT T I CO T UCTI ITEM ANY CONSTRUCTION ACTIVITIES ALONG THE GREEN AY BIKE PATH INCLUDING BUT T LIMITED
AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
FEDERAL NPDES STORMWATER PHASE it REQUIREMENTS SHALL BE MET BY THE CONTRACTOR FOR ALL TO THE LOCAL NEWSPAPER, RADIO STATION, FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT,
CONSTRUCTION SITES LARGER THAN 1 ACRE. THESE REQUIREMENTS ARE SUMMARIZED AS FOLLOWS: r U
3. - STAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTi01� BY A REPRESENTATIVE OF THE NORTH AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT AGENCY. ALL, TRAFFIC CONTROL SHALL
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, CONFORM TO THE REQUIREMENTS OF THE NOR CAROLINA DEPAR ENT OF TRANSP RTATION. C14.
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LAND QUALITY SECTION. 1. - IMPLEMENT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP A COPY OF r W Q rn
THE PLAN ON SITE. DEVIATION FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN
4. - PROCEED WITH GRADING, CLEARING AND GRUBBING. WILL BE CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT. 7. CONTRACTOR SHALL PROVIDE TEMPORARY PEDESTRIAN TRAFFIC PROTECTION SURROUNDING E ®� � � � w o �
BORE PIT AND TRENCHES DURING CONSTRUCTION. ALL OPEN TRENCHES AND PITS SHALL BE r > ® w W 00
5. - SEED AND MULCH DENUDED AREA WITHIN 14 DAYS AFTER FINISHED GRADES ARE ESTABLISHED. SEED AND SOIL 2. - PREVENT SPILLING OF FUELS, LUEIRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND ANY OTHER PETROLEUM BACKFILLED OVERNIGHT TO PROVIDE PROTECTION TO PEDESTRIANS AND VEHICULAR TRAFFIC. ': z w >-. +� c o
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE 'FOLLOWING RATES PER ACRE. PRODUCTS ONTO THE GROUND OF INTO SURFACE WATERS. DISPOSE OF SPENT FUELS APPROPRIATELY. AFFIL.
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Su MER (PERMANENT) SEEDING MAY 15 TO AUGUST 151 m �- N ® N o 3
( 8. ANY UNNECESSARY DAMAGE TO EXISTING DRIVES S UCTURES CONCRETE PADS O BUILDINGS O Q w a W
LIME 4,000 LBS 3. - USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, � • , ., t] o v �
FERTILIZER (10- 10 -10) 1,000 LBS FUNGICIDE AND PESTICIDES, ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS. SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER.
KY -31 FESCUE 100 LBS 4. - CONTROL MANAGEMENT AND DISPOSAL OF UTTER AND SANITARY WASTE FROM THE SITE SO THAT NO
STRAW MULCH 4,000 LBS. (ANC- LORED) ADVERSE IMPACTS TO WATER QUALITY OCCUR. 9. EXISTING ASPHALT SHALL BE SAW-CUT PRiOR TO EXCAVATION FOR ` THE BORE PIT AND THE
GERMAN MILLET 40 IBS. PROPOSED SEWER LINE,
(OR SMALL- STEMMED SUDAN GRASS ® 40 LBS.) 5. - INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN CALENDAR DAYS (TWICE IN
WINTER (TEMPORARY) SEEDING AUGUST 15 TO MAY 15) MOUNTAINS, SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGES TO STREAMS ON THE LATEST EPA - APPROVED 303(4) 10. CONTRACTOR SHALL
LIME 4,000 LBS UST) AND WITHIN 24 HOURS OF ANY STORM EVENT OF MORE THAN 0.5 INCHES OF RAIN IN A 24 -HOUR BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING. ROADS AND E EXISTING
FERTILIZER (10- 10 -10) 1,000 LBS PERIOD. MAINTAIN A RAIN GAUGE ON SITE AND KEEP .A RECORD OF THE RAINFALL AMOUNTS AND DATES. ASPHALT BIKE PATH DURING CONSTRUCTION AND SHALL REPAIR ROADS AND BIKE PATH PER
KY -31 FESCUE 100 LBS REQUIREMENTS OF THE DETAILS AND SPECIFICATIONS. OPEN CUTS SHALL BE ALLOWED ONLY
STRAW MULCH 4,000 LBS. (ANC -ORED) 6. - OBSERVE STORMWATER RUNOFF D!; >SCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS, SUSPENDED OiLS, INHERE INDICATED ON THE DRAWINGS. OR `WHERE SPECIFIC PERMISSION IS GRANTED BY THE OWNER.
RYE (GRAIN) 120 LBS. OIL SHEEN AND OTHER OBVIOUS IdWNDICATORS OF POLLUTION AND EVALUATE THE EFFECTIVENESS OF THE
EROSION AND SEDIMENTATION CONITROL MEASURES. IF SEDIMENTATION IS LEAVING THE DISTURBED AREA, SAND OR A SIMILAR MATERIAL APPROVED BY THE OWNER SHALL BE. PLACED S A PROTECTIVE
FGR ALL npES 21 OR STEEPER AD TO THE ABOVE: TAKE IMMEDIATE ACTION TO CONTROL THE DISCHARGE. BARRIER BETWEEN TRACK EQUIPMENT AND THE BIKE PATH AND CLEANED UP PROPERLY AFTER
SERICEA LESPEDEZA (KOREAN) 50 LBS CONSTRUCTION.
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF 7. - KEEP A RECORD OF INSPECTIONS., RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE DISTURBED
1,000 LBS PER ACRE. LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE SEDIMENT. MAKE THESE RECORDS AVAILABLE TO
WATERED, ETC., UNTiL A PERMANENT VEGETATIVE GROUND COVER IS THE DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON REQUEST. RECORDS SHALL BE KEPT 11 ALL.. MANHOLES SHALL BE CONSTRUCTED. WITH WATERTIGHT FRAMES AND COVERS UNLESS
ALL SEEDING SHALL BE MAINTAINED, ON THE FORM PROVIDED IN THE SPECIFICATIONS.
ESTABLISHED OVER ALL DISTURBED AREAS. OTHERWISE NOTED`
8. MAINTAIN EROSION AND SEDIMENT' CONTROL MEASURES TO KEEP THEM OPERATING AT OPTIMUM EFFICIENCY.
ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION COh T ROL MATTING.
GROUND STABILIZATION ON SLOPES GREATER THAN 3 :1 MUST OCCU° WITHIN 7 DAYS. A COPY OF THE GENERAL PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM I'S, INCLUDED IN THE SPECIFICATIONS.
6. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTiL PERMANENT GROUND COVER IS ESTABLISHED. VIOLATIONS OF THE NPDES STORPO WATER RULES CONSTITUTE A VIOLATION OF THE FEDERAL CLEAN WATER
7. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE A.,REAS. ACT AND ARE SUBJECT TO CIVIL PENALTIES OF UP TO $27,000 PER DAY. UNDER STATE LAW, A DAILY
CIVIL PENALTY OF $10,000 PER VOLATION CAN BE ASSESSED FOR VIOLATION OF TERMS OF THE PERMIT.
8. - REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT CI= ENVIRONMENT AND NATURAL
RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.,
FIN/-\L
WIEET
NOT
CO NS%TR'AUCT
N
G Ov
O. DATE BY REVISION DESCRIPTION

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160 LF OF 25' - ®" PERMANENT EASEMENT
1 ASPHALT CUT 1 ^0
1
I I AND PATCH 15 -- TEMPORARY CITY of LELOIR GRAPHIC SCALE 1 INCH= 50 FEET
N CON TRUCTION EASEMENT PIN: 2850307196 1
( 1 t EXISTING
SANITARY SEM MANHOLE i ASPHALT PROPOSED MH 3
STA. 12+73.31 ASSOCIATED APARTMENT INVESTORS- PROPOSED
4" PVC N LE 1 2' 2I LF 12" DIP �oK L SEr N: 798679.27 WENDOVER LIMITED PARTNERSHIP STA. 20+ i
10• vwa) IN LE1089.6r I �d: 98503.86 E: 1253$45.62 PIN: 2759391127
10• VC?{8) LE Io696Y N 1:1253429.90 SANITARY SEiU R MANHOLE N: 799449.
10• W(C) OUT LE:IM3Y N [EL 1100.51 _ -
TOP E E: 125364
\ L: 1096.:14'
13� o PROPOSED INLET DlscoNnNUEC
PROTECTION TOi: EL 1096.7'
SEWER MANHOLE PROPOSED MH 5
OIPI 8
12° ^ N 7E:1090.43'
14 12" DIP(G) OUT t.Ea090.38 WITH 4" STEEL VENT PIPE
c/ �O CP NL SET
00 - - - _-= -�-- -° - - N: 96662 22 STA. 16 +73.31
�1090� ° � 110 -1 4956001 N• 799052.99
j S- 12- S _ _ ___~ \ - __ ; a fp E; 1253588.22
X09 9y- 12=DiP S -tom 1�`' �r °- �- _ �2„ /.;` ®® , O
4 126, PROPOSED
SILT FENCE
SANITARY SEM AiANHOLE SET.
EXISTING a/ ..
TOP EL-1102.09• - / N: 98711.28 : >.
` / E• 1
c�3 253524.08
1
7
s" PVC a1 LE:fos7.49• CONCRETE 00
EL:1
095. 0
6
CP
NL
� -..� / CONCRETE w/ / SET i•'"'' = °: •':"*?R.¢ a "--•- -,. 18 +00
lY P(E) Bd LE:1089.69' 1 +hJ N: 98757.95 �w±.,., '®�+.�'`� _
// // E:1253534:44 `�� -= 19'i' D0
12' D OUT LE 1089.49' _
EL;- 1095.49
\ � r / YARD INLET ;;r ::z's�i.` > ":iii::'.::; :::�;t�:.:; : >::.'•:.. �' ..., \ - -
PROPOSED MH 2 TOP EL- 1094.70'
�~`""-"".: z•,r ::.`_,::.; :.::..:....... -
36" CMP I.E:1090.82'
STA. 10 +41.81
{ 36" CMP
PROPOSED ....
O D M LE AND MANHOLE
N: 798447.77 :.:,. �.:::::__:: �:; e;•:�::�:_:;.;::::::::�::�:�::: �::.::,:._:::::- :::: <:::.���::�.:.;.:.:�.:...:: _ __ ::.•.:::.:. . .
PROPOSED SEWER PIPE ABANDONMENT -
`- E: 1253446.65 CONTRUCTION PER DETAIL ''-
S--,*- - _ -S _�� ` - -5 -_ _ S 12* PVC
ENTRANCE 25' -0" EXISTING �' N: ss2s5.o9 CP NL S T
ROPOSED DOGHOUSE MH 1 IP P PERMANENT _ s r EL1os6.69
A�HALT Y - i� E 253647.07 - C 9941 95
EL: f 096.62 E• 1253664:34
S G S STATIC SANITARY SEWER MANHOLE
N: L T 5 -0" DIAMETER MANHOLE N: 798627.03 EASEMENT TOP EL : 1095.74'
/ E 12 00 63 E: lt 095.61722 12" PVC(J) IN LE:1091.04'
1094.65 S A. 10+00.00 � PROPOSED MANHOLE 12" PVC(1) OUT I.E:1090.99' SANITARY SEWER MANHOLE
12." PVC IN LE: 1091.89'
• 179841 x.78 AND SEINER PIPE 12 PVC OUT LE: 1091.84'
� f E. � FOOTHILLS SERVICES INC.
t 1253471.00 PIN. 2759384555
.L- SEE PROJECT ABANDONMENT PER
Z4% .-- °OPOFarPEaoso.9s SPECIFIC NOTES,
DETAIL
SHEET G -002
TOP of iWr4ss CITY OF LENOIR
PIN 28503071.96
�S 8" DIP
•_ SANITARY SEWER MANHOLE
TOP EL:1096.86'
8" DP IN LE:1091141'
9 8" DIP IN III'
09Q4I'
Ir D!P(A) OUT I.E109036'
cts
f
i
1130
1125
1120
I
1115
1110
1105
1100
1095
SCALE: PROFILE
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N 't
3: o)
60 vi
0 0 0 _ - - - - - - -- ---- -- - - - - --
n! • ®r- - -- -- --
0
o w?o TO BE TIED TOP ELEVA ION: 1103.
a PROPOSED SEWER
_ PER-DE
ozz
EXISTING GROUND
ELEVATION
TAMRMKW�
42 LF 12" DIP @
e •
v • �� .•
• 00 00
100
YEAR
FLOOD
ELEVATION
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12 +00 13 +00 14 +00 15+00 16 +00 17 +00

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PRA OSED MH #8
w STEEL VENT PIPE
STA. 2 +80.14
N: 79995 10
E: 12536. .87
ISMTARY SEWER MANHOLE
® .TOP EL:1099.5s'
8' DIP(L) IN LE:1094.19'
8' DIP(M) OUT LE »1094.18'
® PROPOSED INLET
PROTECTION
1130
1125
1120
1115
1110
CITY OF LENOIR
PIN: 2850307196
26k
PROPOSED INLET o.:... FORCED
p ..... �
BIKE PATH PROPOSED REIN
WD­ �,
®N 2 .+ It
PROTECTION ::;<:;;;;::::::::.. ORT BLOCK TOP of PIPE:1095.5D '' EXISTING 15' CMP
„�- ' :.�::....... _. 5' -0" EXISTING CONCRETE SUPP ` �`
•1097:.43°
6
I.E..
aaaa
2 �
� a
a
® PERMANENT (PER DETAIL)
<;:::.: ::. N� sET EASEMENT DAYLIGHT NHO _�� '0 a�.��®
®� N:8o0316.97 /
:;i;` %`: NL SET 10.55 70P OF PIPE 1095.4T SANIT ,Y; SEWER MA ( PF�OPaSED. INLET
2� CP . E.12538 .TOP ELifOD.86' �. \ e
p C \ ` ov
P ;,;; ?:;:: r.r: > >:=._: i N: 00223.77
EL:1099.t2. PROTECTION �S w
EXISiiNO 12 s
® E: 1253786.0 N: 800700.34.76 1 PVC(S) IN I.E.:1094.61' CP T �� ) \ PROTECTIO'�7 =� ®� ia�:
D1P(R) OUT LE:1094.51 00
E 1254096,7920 E:14711 5
1.50
EL: 1099.30
HOLE d 13
3 LF 12 ": DIP
SANITARY SEWER MAN
M o � .
TOP EL:1100.72'.
0 LF OF 8--iNC DIP RUBBER BOOT
t:. 8 VCP P IN 1:E:1095s2. PROPOSED 2 \� �,
° O 22` j' �. '� � -
i,•, �' 8 VCP(L) OUT LE.. 1095. V
CONNECTION AT EACH MANHOL (REP ACE 7 2 INCH PVC),
2 CMp J; AND SEWER LIN - AB DONMENT PER DETAIL
EXIS11NG 1 SANITARY SEWER MANHOLE A co
�f 6E.;i0g5.90 TOP EL-1100.88, DAYLIGHT
12' VCP(0) IN LE.: 1093.58' TOP OF 68'
._ SANITARY -SEWER MANHOLE
12' VCP(N) OUT LE.:1093.53' TOP EL 1100.03' EXISTING 15* CMP `
PROPOSED MANHOLE AND I.E.:1085.76' I 38
SE ER PIPE ABANDONMENT CITY of LENOIR ,2' PVC(T) IN 1£.:1094.78; DAYLIGHT
.PIN: 2850307196 10' D!P(U).!N fE:1094.73 70P OF PIPE, 1095.68'
1
12' VCP(V) IN I.E.:1094.73'
PER DETAIL 12' PVC(S) OUT I.E.A094.60
PROPOSED MH #13 \ '!
STA. 37-61.83 y �."
SANITARY SEWER MANHOLE
Top a- 1100.10' N: X008 ®2.29
8" DIP(M) IN I.E.:1094.00' 1
12° VCP(N) IN LE.:t092.60' E: 1254337.51 SANITARY: SEN'ER MANHOLE
12' VCP(L) OUT I.E.: 1092.50' TIN EL 1100.28' `
SEE PROJECT
12° VCP(W) IN t.E:1095.33� -
SPECIFIC NOTES,
PROPOSED MANHOLE AND SEWER 12' VCP(i) our LE.:1095.08
PROPOSED ASPHALT _ T G 002 NDONMENT PER DETAIL
REPLACEMENT
PROPOSED MH #7
STA. 24+ 23.35
N: 799797.82
E: 1253675.20
PROP SED VENT PIPE
1105 ELE ATION: 1105,00
EXISTING 1 "CMP
INV. ELEV. = 1097.63
1100
1090
1085
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M
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on
to Q,4' W
N
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1080
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—
24+00
SHEE —
PIPE ABA
EXISTING 15' CMP -
I.E:1096.68' w
on
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Lij

PROPOSED INLET
PROTECTION /
PROPOSED MH #14A
STA. 39 +90.45
N: 800902.43
E: 1254528.96
STA. 40 +20 & STA. 40 +60
PROPOSED REINFORCED'
CONCRETE SUPPORT BLOCK
(PER DETAIL)
EXISTING 1S- CMP EXISTING 1
LE- 1097.3W LE- 1097.9
D
0
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,
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1 L
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CP l SET
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D ®
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PROPOSED
ASPHALT
00
REPLACEMENT
+
o'
0®
PR OPOSED
SILT
FENCE
PROPOSED MH #14A
STA. 39 +90.45
N: 800902.43
E: 1254528.96
STA. 40 +20 & STA. 40 +60
PROPOSED REINFORCED'
CONCRETE SUPPORT BLOCK
(PER DETAIL)

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2' -10" DIA. STANDARD OR WATERTIGHT MANHOLE FRAME
AND COVER W/ GASKET AND STAINLESS STEEL
BOLTS AS SHOWN ON DRAWINGS
Z
2 O 2*-Om DIA. 1/2" - SEE DETAIL FOR "U' SHAPED CHANNEL
NON- SHRINK GROUT WITHIN 1 OF TOP
STANDARD MANE{ME
MATCH INVERT TO 'a�, a
NOTE. SEE STANDARD VENT DETAIL EXISTING PIPE. SPRINGUNE
SET_ RISER SECTION
A
INTO FOOTING PRIOR
A FOR COMPLETE - FLEXIBLE MANHOLE BOOT EXISTING PIPE TO FINAL CONCRETE v. rz
CONSTRUCT BRICK RISERS AS NECESSARY TO AND MANHOLE DETAILS
BRING TOP OF RIM AND ,COVER TO GRADE. DETAILS FOR VENT AND MANHOLE OR ENTRANCE JOINT.
' ` 'SAW CUT TO SET
PLASTER INSIDE AND OUTSIDE OF BRICK
NEW SEWER SPRtNGUNE c
RISERS MINIMUM 1/2 THICK. LATERAL.
,. M
x 3' x 3' x 3' l ;'GROUT °' 6 "- 00 a a� CONCRETE FOOTING » _ N
ECCENTRIC CONE SECTION MAY VARY IN
° VERTICAL HEIGHT WITH SUPPLIER BUT - "
2. m - .. SHALL BE 2 -8 MIN. AND 4!-0" Max. N OF MANHOLE
>. '- ' -. '— "
s. .. .
HALF PLAN 1 O ..,,.
0
.ri COVER -— �.• - -1 ♦� ^ •• - //4 ",,i� //_ // / /�., /e�. f�, `„ ` /.. /� N
RING . <:.•,..::: 0.5% MINIMUM SLOPE CONCRETE COLLAR \ � \ f �\ �\ /, /.� /. 6 -2x2 WOVEN OR a
2'-0' : 4 j UNEXCAVATED v
WI
.. WELDED RE MESH
•:: - - a : a . d•. _. _ z
iv " " 3000 LB. CONCRETE
�
V "
3 -0 SEE PLANS 6 BASE FOUNDATION CONSTRUCTED LEVEL WITH EXISTING
LIFTING HOLES SHALL BE FILLED " . °•. . ° � : a ' MATERIAL OR WITH 'STONE AS R.EQUIREI) BY'.SPEGincknoNS
1 11/2
W AND PLASTERED ON BOTH EXTERIOR
_ x
m AND INTERIOR WALLS WITH MORTAR. $ _ i . sa ss ►-•i
SECTION A A Ix
R •�'- s. 0 .' 0 e.
°
+� EXISTING W z
- 4' -0" DIA. p CONCRETE BASE z H
W . 4 -0 VERTICAL PRECAST MANHOLE i
COMPONENTS MAY VARY IN VERTICAL
° HEIGHT WITH SUPPLIER BUT SHALL BE MANHOLE WITH OFFSET VENT n'
W - " SECTION 9s� -" Cgs PIPE EMBEDMENT MATERIAL
v '• V -4" LAIN. AND 4'-0" MAX. 1 j2- MECHANICALLY TAMPED
Z
Z Z
STEPS FULL DEPTH QF
.
chi
MANHOLE TO BE SECTION A —A - CENTERLINE OF IN PIPING ' • • .. • ; e .
_ INSTALLED IN VERTICAL IS NOT' ALLOWED IN EITHER ua
t. ALIGNMENT ON STRAIGHT ALL JOINTS BETWEEN PRECAST SECTIONS MANFIOLE COVED e ° •
SIDE OF MANHOLE. (USE SHALL BE SEALED WITH AN APPROVED MANHOLE ADJOINING THE .'e. ..;► a MANHOLE
RUBBER B00T STANDARD STEPS AS BITUMINOUS SEALANT OR GASKET AND MANHOLE OUTLET. ° °, ; • ` STEPS
W/ S.S. SHOWN THIS SHEET.) MORTARED WITH BOTH EXTERIOR AND VENT OUTLET TO „ ,.. �, •. ey
INTENOR JOINT'S PLASTERED WITH 2' -1 1 j4" POINT DOWNSTREAM CONCRETE
! * °;• _' ®`O Kol
MORTAR. S C _
• CONSTRUCT SMOOTH FLOW INVERT BETWEEN ° ! ° ' . Q Z°
N N MIN.. 1' ABOVE .100 COLLAR (TYP.) 4. O ° A s U ®u► °�` t9.•
PIPES. FORM TO MATCH 2/3 DIAMETER f " YEAR FLOOD' ELEVATION SEE DETAIL FOR ';. .v °= • 4-
r' OF OUTLET PIPE. SEE INVERT DETAIL 3/4 1 11S3j4
-I G
a VENT OPENING
_ \l
STANDARD MANHOLE . °' • °�°�.�•• ®did ���,�`
° ( TO BE SCREENED
VA E S WATER TIGHT LOCKING CAST IRON EXISTING PIPE SAW
4" STEEL VENT PIPE . FRAME. & COVER W/ ,GASKET AND CUT TO SPRINGLINE °
I .. _..;
WATERTIGHT SEAL WITH APPROVED STAINLESS STEEL BOLTS
.+ •;.�,.� � 1 r " , .. ® ®•, .
.' 12 4' a
MATERIAL WATERTIGHT SEAL WITH
APPROVED MATERIAL _ HAVE------
O
A HOLE T L
M N � ..'
�i " N CAST OR GORED HOLE • . • - .. '
RUBBER - ,.. .'
BOOT 4 3 jI3" 2 -OS1 /2 Z I a -' , .. dI C /�
e •� �, • :b _ °e •a �'O�J ,,•. ela: ,01v` �e!'e•�nA♦e.• <,A: : >' 4' .. - e.'e 4: • ® -° z
MANHOLE BASE SHALL BASE FOUNDATION TO BE CONSTRUCTED LEVEL 2' -9 1/4" I
BE PRECAST. WITH EXISTING MATERIAL OR CONbNTIONED WITH S ,.,.
"' i ` 4 "
STONE AS REQUIRED BY SPECIFICATIONS
NOTE: FOR VENT HEIGHT 10' OR I+ •. ,` •: MANHOLE SECTION s :B » 0
ELEVATI ON VI EW
SECTION A— A GREATER, CONCRETE ANCHOR STEPS SEWER
SHALL EXTEND TO SURFACE, . � NOTES:
AHOLE RING 8" PIPE .�
:x 1. 'THIS DETAIL. MUST BE USED FOR CONSTRUCTION' OF ALL z z
.•:.: , MANHOLE
S OVER EXISTING SEWER.. MAINS.
PRECAST MANHOLE NOTES:
CONCRETE ANCHOR 2. LATERALS' 6" AND LARGER. SHALL' BE CONNECTED AT MANHOLES ONLY. Z.
" I /• '
TEST REVISION. 4 MAINTAINED DURING CONSTRUCTION. SECTIONAL PLAN
1. ALL PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM C 478, LA NOTE: TRAFFIC BEARING RING AND COVER. '
.. 3. FLOW SHALL BE N
BE CONSTRUCTED PLUMB (�12" .• :•
Z ALL MANHOLES SHALL MINIMUM WEIGHT 315 POUNDS
H
uj
GRADES SHOWN ON THE PLANS ARE FOR THE.INVERT TIi!E MANHOLE CENTER. MIN. 4. MANHOLE BASE SHALL BE CAST IN PLACE.
3. ALL MANHOLE
4. IF MANHOLE IS SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED, THE
•
CONTRACTOR SHALL INSTALL UNDERDRAINS AND STONE AS DIRECTED IN THE FIELD BY THE ENGINEER. 4' -0 "
MIN.
NEW LE CONSTRUCTED Q 5. STEPS SH ALL BE INSTALLED ON STRAIGHT SIDE MANHOLE. MANHOLE I COVER Z
REVISION DATE - NOVEMB!EF2 3, 2008
OVER EXISTING: 'SE, ER , IP CL AST CONCRETE MANHOLE
w ,.a
a REVISION DATE - NOVEMBER 3, 2008
REVISION DATE - NOVEMBER 3, 2008
NL
0.
PRECAST
0' z
MIL"/
SECTION BASE .:
1"
4' -0" MIN. 5/8"
STANDARD MANHOLE VENT
RUBBER BOOT
W/ S.S. CLAMP RUBBER BOOT
SMOOTH FLON
W/ S.S. CLAMP
INVERT 2/3 1" 8 3/4" 1/4 "
NOTES:
DIAMETER 1
1. VENT PIPE SHALL BE 4" SCHEDULE 40 STEEL PIPE.
4" MIN. 10" "
1j4 2. INSIDE OF VENT PIPE SHALL HAVE A 3/32 INCH COAL TAR LINING ACCORDING TO AWWA 203.
3. OUTSIDE OF VENT PIPE SHALL BE SAND BLASTED TO COMMERICIAL STANDARDS AND HAVE ONE
77 7 . - " COAT OF ZINC CHROMATE PRIMER APPLIED ACCORDING TO' FEDERAL SPECIFICATION TT -86A OR
5/8 IN ® ml
m LATEST REVISION. THEN VENT PIKE SHALL HAVE TWO EVENLY APPLIED COATS OF RUST INHIBITING
� �. Uj
ENAMEL PAINT, EITHER KOPPERS GLAMORTEX NO.501 ENAMEL (OLIVE GREEN), SOUTHERN COATINGS
ter'
m ' ,d W W
A RUSTALOY NO.0537 ENAMEL (GARDEN GREEN), OR APPROVED EQUAL > O ® c
eA
4. VENT EXTENSION FOR OFFSET VENT SHALL BE JOINED BY WELDING OR MJ SLEEVES'
SECT! 0
0 too
1 1 /4 FO a 10 Z 2 m. Z t= a °�
��-- -- 1 j4" 2 ca ' ® O u3 I
3/4
ALL PIPES SET SO THAT CENTERLINE m H w ® a Z � a
A 01 c< 3 � m
OF PIPE IS RADIAL TO MANHOLE STANDARD NHOLE -� 0 4 u . ®U m t�
CENTEI =,.,
1
PLAN SIDE ELEVATION WITH VENTED STACK
REVISION DATE - NOVEMBER 3, 2008
/� A 1j2" POLYPROPYLENE
1` l ; 1/4- PLASTIC
FLOW FLOW
HORIZONTAL AND VERTICAL LOCATION
7
00 1 1/2' — PRECAST CONCRETE CONSTRUCTION NOTES
FOR MANHOLE AS SHOWN ON PLANS 12" #4 DEFORMED REVISION DATE -NOVEMBER 3, 2008 LU
IS FOR CENTERLINE OF MANHOLE AND STEEL ROD
ALL INTERSECTING PIPES.
1/2° M'I�9 1. ALL PRECAST COMPONENTS SHALL MEET REQUIREMENTS ASTM cl
ELEVATION SECTION A -A C -478, .LATEST REVISION, AND ASTM C -890.
CONSTRUCT SMOOTH
FLOW INVERT 2. ALL "FORMED IN PLACE "' CONCRETE SHALL BE CLASS "B",
3000 PSI MIN.
CONSTRUCTION NOTES 1 ALL :STEPS SHALL VP"ROTRUDE A MINIMUM OF 5" AND A 3. ALL PRECAST SECTIONS SHALL BE CONSTRUCTED. PLUMB.
MAXIMUM OF 7" FROM INSIDE FACE OF `STRUCTURE WALL. 2. STEPS DIFFERING .IN
PLAN DIMENSIONS, CONFIGURATION, OR MATERI
ACS FROM` THOSE SHOWN MAY ALSO BE. USED 4. IF' MANHOLES OR VAULTS ARE SETION LOCATION OF HIGH WATER
CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS OF THE TABLE OR UNDERGROUND WATER lS ENCOUNTERED, THE
D RAW I N G"%'
PROVIDED THE CONTRACTOR SHALL INSTALL UNDER DRAINS AND STONE AS FINAL
NOTE: MANHOLES ON PLANS NOTED AS HIGH VELOCITY MANHOLES PROPOSED STEPS AND HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE ENGINEER
RECEIVE TWO COATS OF SIKAGARD 62, HIGH— BUILD, EPDXY OR THE USE OF SAID STEPS. DIRECTED IN THE FIELD BY THE ENGINEER.
SEMI R PROVED EQUAL ON IN`rERT CHANNEL. F
RESIN COATING OR AP
5. THE PRECAST SUPPLIER SHALL BE RESPONSIBLE FOR THE NOTRELEASED
STRUCTURAL DESIGN OF THE STRUCTURE :.AND, WHEN REQUESTED
co
BY THE ENGINEER, SHALL SUBMIT' SHOP DRAWINGS AND DESIGN No RU"" 10L j
INVERT CALCULATIONS WHICH HAVE BEEN SIGNED AND SEALED- BY A Town 1
MANHOLE
i -- REGISTERED STRUCTURAL ENGINEER.
L STEPS
T
REVISION DATE - NOVEMBER 3, 20C
6. THE PRECAST SUPPLIER SHALL SUBMIT BUOYANCY
REVISION DATE - NOVEMBER 3,,, 2008 CALCULATIONS TO VERIFY ANTI— FLOATATION OF WET WELL.
i CONTRACTOR SHALL MODIFY STRUCTURE AS 'REQUIRED TO AMLI
ENSURE ANTI— FLOATATION AT NO ADDITIONAL COST TO, OWNER.
i
bo
NO. DATE BY ESCRIPTION
REVISION D

Y
a
m
N
N
r
M
3
0
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" UFTS
BACKFILL MATERIAL
COMPACTED IN 6" 1
BACKFILL MATERIAL
COMPACTED IN 6"
BACKFILL MATERIAL
COMPACTED IN 3"
1—•-I I I� I I-=! I I —III -1 f
\
III —�lI— TIC —TG12" MAX-
11 =1 I \
ill= 1T_I = =1=6p
FINISH GRADE
EARTH EARTH
STANDARD EXCAVATION OVERCUT EXCAVATION
DUCTILE IRON GRAVITY SEWER
SPRING UNE OF PIPE
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
SPRING UNE OF PIPE
CLASS I --�
EMBEDMENT
UNDISTURBED- `......, .
EARTH
STANDARD EXCAVATION
PVC GRAVITY SEWER
BACKFILL MATERIAL
COMPACTED IN 6" UFl
SPRING UNE (
CLASS I
EMBEDMENT
UNDISTURBED FOUNDATION STONE FOR
EARTH UNDERCUT EXCAVATION 01
AS DIRECTED BY ENGINEEI
UNDISTUR'u�
EARTH
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SEC -i ION —A
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^-NEW PIPE lNTf1 '
STANDARD EXCAVATION UNDERCUT EXCAVATION
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IN WET CONDITIONS. IN UNSTABLE SOILS TYPES
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PIPE IN WET OR UNSTABLE CONDITIONS SEE DETAIL FOR "U" SHAPED CHANNEL J .
STANDARD MANHOLE MATCH INVERT TO SET RISER SECTION
ALL PIPE TYPES EXISTING PIPE SPRINGLINE INTO FOOTING PRIOR 0.
FLEXIBLE MANHOLE BOOT EXISTING PIPE TO FINAL CONCRETE PLUG PIPES WITH 3000
(AS DIRECTED BY ' ENGINEER) OR ENTRANCE JOINT SAW CUT TO SET PSI CONCRETE
NEW SEWER SPRINGUNE J
NOTES: LATERAL �+
EXISTING PIPE TO
GROUT ` '— U
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND HEALTH 6" BE ABANDONED
REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTORS RESPONSIBILITY, TO BE :; r
FAMILIAR NTH THE APPLICABLE REGULATIONS AND FOLLOW/ THEM ACCORDINGLY. s°
6" ;
2. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH
A UANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL. CONCRE— COLLAR /i� / /� // /� /.� /.� .� /.� /.� /
SHALL BE FOR ACTUAL Q �xs -2x2 WOVEN OR r es
LINEXCAVATED
WELDED WIRE MESH SAWCUT AND REMOVE #' ° U m
UNDERCUT SHALL BE FOR THE ®;'
3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE U 3000 LB. CONCRETE SECTION OF EXISTING PIPE
fi" W Q css
REQUIRING UNDERCUT X 6» DEPTH INCREMENTS TO THE DEPTH REQUIRED. s" F'—
LENGTH OF THE TRENCH
BASE FOUNDATION CONSTRUCTED LEVEL WITH EXISTING
SPECIFICATIONS C 54 0 :W Wu C`3 c .
4. CLASS I EMBEDMENT SHALL BE NCDOT STANDARD # 67 STONE OR APPROVED EQUAL. FOUNDATION STONE
•. ,,. . •. MATERIAL OR WITH STONE AS REQUIRED BY.. SPECIE
w m a r
.a.. .. �.> � � .W. fin.
SHALL BE NCDOT STANDARD 57 OR 67 STONE OR APPROVED EQUAL. „ — .: O w } oc ac c
# # -- o a -- SECTION A A Z m Z
• ,e EXISTING z L7 ®
SEWER LINE NT
a m f- fn ® to Z ran $
CONCRETE BASE REVISION DATE- NOVEMBER 3, 2008
SECTION 19^ w C9' PIPE EMBEDMENT MATERIAL
REVISION DATE - NOVEMBER 3, 2008 MECHANICALLY TAMPED
CENTERUNE OF INLET PIPING o .
IS NOT ALLOWED IN EITHER >': ;
QUADRANT ADJOINING THE ; o .
STEEL ENCASEMENT o' .'' • MANHOLE
STAINLESS STEEL BO_I' MASONRY SEAL MANHOLE OUTLET. °
° '' ` ° STEPS
AT END OF PIPE , ' , e
STEEL ENCASEMENT > • ° > ,
CONCRETE
,
.a LL
COLLAR (TY?.) A ,�`� > 03 a °, a A
BOLT —ON TYPE SKID
W/ BITUMASTIC PAIN'
OR STAINLESS STEEL
CA' �,u.