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PROJECT LOCATION NOT TO SCALE
CITY OF COLDSBORO, NORTH CAROLINA LOCATION MAP
NOT TO SCALE
V VACUUM SEWER SITE LOCATION
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3128 HlGHW00DS BLVD, SUITE 140
RALEIGH, NORTH CAROLINA oz~
PHONE: [phone] FAX: [phone] t
NC REGISTRATION NO. P-0158 '8 BItE4E0ag
>v~G FINAL NOT FOR CONSTRUCTION
Roo ae/oz esR JOB NO. 40021 P;\Shored Projects\50058\30\Drowings\Gen\50058001-Cv.dw9

J„~ST aF REVI~170S
AB ANCHOR BOLT E EAST KC KEENE'S CEMENT DISCIPLINE SHEET NO DRAWING TITLE AC ASBESTOS CEMENT EAEC ELECTRONIC AIR EMISSIONS CONTROL .NT RAD RADIUS/RADIATOR RE RIGHT END
AOD'L ADDITIONAL EF EACH FACE LE LEFT END G _ p COVER SHEET W/ LOCATION. AND SITE MAP AFF ABOVE FINISHED FLOOR EJ EXPANSION JOINT LL LIVE LOAD REC RECESS/REGARD
;T./(HOR.} REDR REDUCER TION
- LEST OF DRAWINGS ABBREVIATIONS, LEGENDS & NOTES AST ASPHALT TILE EW EACH WAY LLV/(H) LONG LEG VERT./~HOR.) G 1 ~ ACTL ACOUSTIC TILE EWS EYE WASH STATION LWL LOW WATER LEVEL VEL REF REFERENCE/REFIGERATOR I~`BE~ G STYLES
C - 1 KEY PLAN, LEGEND, ANO NOTES ADJ ADJUSTABLE EA EACH LAM LAMINATE AGGR AGGREGATE ECC ECCENTRIC LAV LAVATORY RCP REINFORCED CONCRETE PIPE
C 2 NOT USED ALLOW ALLOWANCE EFF EFFLUENT L7 WT LIGHTWEIGHT REG REGISTER ~ E,~~ST~i'?G REINF REINFQRCJNG
C - 3 VACUUM SEWER PLAN & PROFILE - MAIN A ALT ALTERNATE EL OR ELEV ELEVATION LG LENGTH/LONG ALUM ALUMINUM ELB ELBOW L PT LOW PAINT REM REMOVE
C - 4 VACUUM SEWER PLAN & PROFILE - MAIN A ARCH ARCHITECT OR ARCHITECTURAL ELEC ELECTRIC LT LIGHT REP REPAIR REQ'D REQUIRED ~ PROPOSED
ASB ASBESTOS ENAM ENAMEL LV LOUVER REV REVISE
C - 5 VACUUM SEWER PLAN & PROFILE - MAIN A ASPH ASPHALT ENG ENGINE LG/LFG LANDFILL GAS ASSY ASSEMBLY ENGR ENGINEER LOp LIMITS OF DISTURBANCE RF ROOF 'URBANGE RFG ROOFING
C - fi VACUUM SEWER PLAN & PROFILE - MAIN A ACOUS ACOUSTICAL (SOUND DEADENING) ENT ENTRANCE RL ROOF LEADER
- VA UUM SEW PLAN & PROFILE - MAIN A AFC AIR POLLUTION CONTROL EOP EDGE OF PAVEMENT M MOTOR C 7 C ER APPROX APPROXIMATE EQUIP EQUIPMENT RM RQQM SECTION KEYING DL CENTER ROW RIGHT OF WAY
EX, EXIST EXISTING MCC MOTOR CONTROL CENTER C - 8 VACUUM SEWER PLAN & PROFILE - MAIN A MGO MILLION GALLONS PER DAY NS PER DAY RUBB RUBBER
BCV BUTTERFLY CONTROL VALVE EXC EXCAVATE MH MANHOLE C - 9 VACUUM SEWER PLAN & PROFILE -SIDE LINE A-1 BET BETWEEN EXH EXHAUST MJ MECHANICAL JOINT RES FLR RESILIENT FLOORING DRAWINGS ARE CRASS REFERENCED IN THE FOLLQWING METHOD: )INT
BF BLIND FLANGE EXP EXPANSION MO MA50NRY OPENING VING S SOUTH (A} A SECTION CUT ON DRAWING C-2 IS IDENTiFIl:D AS FOLLOWS:
C - 10 VACUUM SEWER PLAN & PROFILE -SIDE LINE A-2 BL OR ~ BUILDING LINE EXT EXTERIOR MAS MASONRY BM BENCH MARK\BEAM EXTEND OPER EXTENDED OPERATOR MA7R MATERIAL 'S' SUCTION
C - 11 VACUUM SEWER PLAN & PROFILE -SIDE LINE A-3 & A-5 BOF BOTTOM OF FOOTING EXTR EXTRUDE MAX MAXIMUM 5F SAND FINISH SLDG SLIDE GATE SECTION NUMBER
C - 12 VACUUM SEWER PLAN & PROFILE -SLOE LINE A-4 BU BUILT UP MECH MECHANICAL BV BUTTERFLY VALVE FC FOOT CANDLE/FLUSHING CONNECTION MEMB MEMBRANE SLCG SLUICE GATE
C - 13 VACUUM SEWER PLAN & PROFILE -SIDE LENE A-4 BO BOARD FO FLOOR GRAIN\FIRE DOOR MET METAL SJ STEEL JOIST SP STOP PLATE C-2 DRAWING WHERE SECTION IS SHOWN
BIT BITUMINQUS FE FIRE EXTINGUISHER MEZZ MEZZANINE C - 14 VACUUM SEWER PLAN & PROFlL.E -SIDE LINE A-6 & A-8 BLDG, BUILDING FG FIBERGLASS MFR MANUFACTURER SS STAINLESS STEEL
- P & PROFILE -SIDE UNE A-7 8LK BLOCK FM FORCE MAIN MIN MINIMUM SWD SIDE WATER DEPTH SADL SADDLE (8} THE SECTION SHOWN ON THE DRAWING C-2 IS IDENTIFIED AS
C 15 VACUUM SEWER LAN BP BASE PLATE FAB FABRICATE MIR MIRROR SAN SANITARY
C - 16 VACUUM SEWER PLAN & PROFILE -SIDE LINE A-7 BRG BEARING FON FOUNDATION MISC MISCELLANEOUS BRK BRICK FIN FINISH MTO MOUNTING SCH SCHEDULE FOLLOWS: SECT SECTION SECTION NUMBER
C - 17 VACUUM SEWER PLAN & PROFILE -SIDE LINE A-9 BRZ BRONZE FIN RAD RIN RADIATOR MULT MULTIPLE B47 OR 8 BOTTOM FITG FITTING MPS MAIN PUMPING STATION SEC SEVERE ENViRQNMENTAL CQNDITION STATION 5EL SELECTIQN
C - 18 VACUUM SEWER PLAN & PROFILE -SIDE LINE A-16 & A-17 BT BUFFER TANK FIX FIXTURE SEW SEWER C-2 DRAWING WHERE SECTIQN I5 CUT
C - 19 VACUUM SEWER PLAN & PROFILE -SIDE LINE A-18 FL FLASHIN/FLANGE N NORTH SH SHEET
CB CATCH BASIN FLX CON FLEXIBLE CONTAINMENT TUBE NF NEAR FACE C - 2O VACUUM SEWER PLAN 8c PROFILE MAEN B CC CENTER 70 CENTER FLG FLOORING NH3-N AMMONIUM SENSOR JSOR SIM SIMILAR 501 SPRAYED QN INSULATION
GEMS CONTINUOUS EMISSIONS MONITORING SYSTEM FLR FLOOR NIC NOT IN CONTRACT 4GT SPEC SPECIFECATION
C - 21 VACUUM SEWER PLAN & PROFILE - MAIN B CF CUBIC FEET FLUQR FLUORESCENT NPT NATIONAL PIPE THREAD CFM CUBIC FEET PER MINUTE FO FIBER OPTIC NPW NON POTABLE WATER THREAD SQ SQUARE WATER ST STREET
C - 22 VACUUM SEWER PLAN & PROFILE - MAIN B CI CAST IRON FOC FACE OF COLUMN NTS NOT TO SCALE STAY STATION
C - 23 VACUUM SEWER PLAN & PROFILE - MAIN B CIP CAST IRON PIPE FPRF FIREPROOF NUM OR # NUMBER CJ CONSTRUCTION JOINT FRP FIBERGLASS REINFORCED PLASTIC NOM NOMINAL STL STEEL STOR STORAGE
- N B I NE B- B-6 CMP CORRUGATED METAL PIPE FS FOOTING STEP NOX-N NITRATE SENSOR C 24 VACUUM SEWER PLAN & PROFLE - MAI , 5 OE LI 5 & CO CLEANOUT FST FINAL SETTLING TANK NG NATURAL GA5 iR STO STANDARD
C - 25 VACUUM SEWER PLAN & PROFILE -SIDE LENE B-1 CONN CONNECTION FT FEET NAT NATURAL STIRR STIRRUPS STRUC STRUCTURAL OR STRUCTURE
CP CONCRETE PIANK FTG FOOTING NS NO SMQKING SUR SURFACE
C - 26 VACUUM SEWER PLAN & PROFILE - S(OE LINE B-1, B-3 & B-4 CRS COURSE FURR FURRING/FURRED CT CERAMIC 7ffLE F&C FRAME ANO COVER/ OC ON CENTER SUS SUSPENDED/SUSPENSION
C - 27 VACUUM SEWER PLAN & PROFILE - SIQE LINE B-2 CV CHECK VALVE F&G FRAME AND GRATING OD 4U7SIOE DIAMETER TER SYM SYMMETRICAL SCP STRUCTURAL CLAY PIPE
C - 28 VACUUM SEWER PLAN & PROFILE -SLOE LINE B-10 CW COLD WATER/CIRCULAR WASHER 0 FC flU751DE FACE CY CUBIC YARD G NATURAL GAS OHFO OVERHEAD FIBER OPTIC :R OPTIC T TILE, TREAD OR TQP
C - 29 VACUUM SEWER PLAN & PROFILE -SIDE LINE B-12 CABN CABINET GC GENERAL CONTRACTOR OT OPEN TRUSS TCE TEMPORARY CONSTRUCTION EASEMENT
GEM CEMENT GI GALVANIZED IRON OPNG OPENING C - 30 VACUUM SEWER PLAN & PROFILE - MAIN C CER CERAMIC GPM GALLONS PER MINUTE OPP OPPOSITE TDH TOTAL DYNAMIC HEAP
CL2 CHLORINE GV GATE VALVE QRIG ORIGINAL C - 31 VACUUM SEWER PLAN & PROFILE - MAIN C CL CLEAR GWF GLAZED WALL FINISH OPER OPERABLE T/D T4P OF DECK T/F TOP OF FOOTING
UCTION POTENTIAL T/G TQP OF GROUT
C - 32 VACUUM SEWER PLAN & PROFILE - MAIN C Ck CENTER LINE GA GAUGE QRP OXIDATION REDUCTION POTENTIp CLG CEILING GAL GALLON T/M TOP OF MASQNRY
C - 33 VACUUM SEWER PLAN & PROFILE MAIN C & SLOE LINE C-1 CLKG CAULKING GALV GALVANIZED P&10 PROCESS INSTRUMENTATION DIA tUMENTATION DIAGRAM T/S TOP OF SLAB ;UBIC FOOT T/W TOP OF WALL
CLF CHAIN LINK FENCE GEN GENERATOR PCF POUNDS PER CUBIC FQOT C - 34 VACUUM SEWER PLAN & PROFILE -SIDE LINE C-1 & C-2 COL COLUMN, COLOR GL GLASS PRV PRE55URE RELIEF VALVE IEF VALVE THK THICK
C - 35 VACUUM SEWER PLAN & PROFILE -SIDE UNE C-3 COMBN CQMBINA714N GR GRADE PSF POUNDS PER SQUARE FOOT iQUARE FOOT T & B TOP AND BOTTOM T & G TONGUE AND GROVE
CONC CONCRETE GRAN GRANITE PV PLUG VALVE _ I _ CONST CONSTRUCTION GYP GYPSUM PSI POUNDS PER SQUARE INCH C - 36 VACUUM SEWER PLAN & PROFILE S DE LINE C 3 SQUARE INCH TEL TELEPHONE
CONT CONTINUOUS GYP BD GYPSUM BQARO PVC POLYVINYL CHLQRIOE QRIDE TEMP TEMPERATURE
C - 37 VACUUM SEWER PLAN & PROFILE -SIDE LINE G-3 & C--4' CONTR CONTRACTOR GMU GLAZED MASONRY UNIT POLY, PE POLYETHYLENE CONO CONOUTT PAR PARALLEL TR TOILET ROOM TOL TOLERANCE
C - 38 VACUUM SEWER PLAN & PROFILE -SIDE UNE C-4 COR CORRIDOR H&V HEATING AND VENTILATING PARTN PARTITIDN TRANS TRANSFQRMER
G - 39 VACUUM SEWER DETAILS CPLG COUPLING HO HEAVY DUTY PAT PATTERN CRF CHEMICAL RESISTANT FINISH HDPE HIGH DENSITY POLYETHYLENE PAVT PAVEMENT TK TANK TYP TYPICAL
C - 40 VACUUM SEWER DETAILS CL J7 CONTROL JOINT HDBD HARDBOARD PC PIECE
CTR CONTRACT H EXCH EXCHANGER PE PERMANENT EASEMENT C - 41 VACUUM SEWER DETAILS CU COPPER HWL HIGH WATER LEVEL PERF PERFORATED CEMENT UNO UNLESS NQTED OTHERWISE UR URINAL
CU IN CUBIC INCH HOWR HARDWARE PERP PERPENDICULAR
C - 42 MISCELLANEOUS DETAILS CCPS CONCORD COVE PUMPING STATION HGT OR HT HEIGHT PL PLATE/PROPERTY LINE fY LINE V VINYL OR VERTICAL VA7 VINYL ASBESTOS TILE
C - 43 TRAFFIC CONTROL DETAILS HM HOLLOW METAL PLATT PLASTER `D' DISCHARGE HOR OR H HORIZONTAL PLAS LAM PLASTIC LAMINATE TE VP VALVE PIT
C - 44 EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS OF DRINKING FOUNTAIN HP HORSEPOWER PLBG PLUMBING OJ DQUBLE JOIST H PT HIGH POINT PLR PILASTER VT VITRIFIED TILE VERY VERTICAL
C - 45 'EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS DL DEAD LOAD HTR HEATER PLWO PLYWOOD
DET DETAIL HYO HYDRANT PNL PANEL DIA, 4 DIAMETER PW POTABLE WATER W WATER W/ WITH
DIAL DIAGONAL I IRON POR PORCELAIN WAS WASTE ACTIVATED SLUDGE
DEFL DEFLECTION 'I' INLET PR PAIR WI WROUGHT IRON WG WEIR GATE
OIM DIMENSION 1N FC INSIDE FACE PREFAB PREFABRICATED DIST DISTRIBUITON, DISTANCE iD INSIDE DIAMETER PROP PROPOSED WL WATER LEVEL
OIP DUCTILE IRON INCIN INCINERATOR P7 POINT/PAINT Wa WINDQw OPENING SURREY BENCH MARK SCHEDULE
00 DISSOLVED OXYGEN INCL INCLUDE PST PRIMARY SETTLING TANKS DOZ DOZEN 1NF INFLUENT PRS PRESSURE REDUCWG STATION NG TANKS W/0 WITHOUT UCWG STATION WS WATER SURFACE
DN DOWN INSUL INSULATION WWF WELDED WIRE FABRIC POINT NQ. ELEVATIQN NORTHING FASTING DESCRiPTIQN
DR DOOR TNT INTERIOR QT QUARRY TILE DWG DRAWING INV INVERT QUAN QUANTITY WC WATER CLOSET HM-1 123.73 619238,029 2292998.324 °X° ON FLANGE BOLT WD WOOD
OWL DOWEL IPS INTERNAL PIPE SIZE W PT WORKING POINT 8M-2 124.28 619180.003 2293045.317 MAG NAIL IN ROAD
DH DECK HYDRANT I/O INPUT/QUTPUT RAS RETURN ACTIVATED SLUDGE R RISER, REACTION, RADIUS TED SLUDGE W5 WATERSTOP N, RADIUS WT WEIGHT BM-3 121.39 619612,620 2293293.059 MAG NAIL IN ROAD
JCT JUNCTION RD ROOF DRAIN\ROAD )AD W ST WELDED STEEL PIPE
JST JOIST RO ROUGH OPENING JT JOINT ROB RUN OF BANK WV WATER VALVE BM-4 122.66 619702.015 2293282,444 "X" ON FLANGE BOLT WH WALL HYDRANT
JAN CLO JANITOR'S CLQSET WP WHITE PINE BM-5 120.86 619934.165 2293715.722 "X" ON FLANGE BOLT
BM-6 131.60 618853.359 2293586.612 "X" ON FLANGE BOLT
BM-7 122,58 618605,617 2294194,659 TOP OF IRON STAKE
BM-8 121.95 618202.654 229490$.905 "X° 4N FLANGE BOLT
BM-9 128.48 619823.062 2294580.241 PK NAIL 1N ROAD
BM-10 122.77 624539.124 2294572.587 "X" ON FLANGE BOLT
BM-11 117.29 617561.132 2292953.840 MAG NAIL IN ROAD
BM-12 i 17.08 617961.163 2294539.489 MAG NAIL EN ROAD
BM-13 115.03 616674.960 2293447.288 MAG NAIL iN ROAD
BM-14 119.28 616952.585 2294294.376 MAG NAIL IN ROAD
BM-15 130.12 619358.679 2295418.485 "X" ON FLANGE BOLT
BM-16 128.18 619396.180 2295387.620 NAIL MIO INTERSECTIQN
BM-17 127.75 618021.445 2295340.507 "X" ON FLANGE BOLT
BM-18 128,48 618054.701 2295393.214 PK NAIL IN ROAD
BM-19 138.66 619667.651 2296003.191 MAG NAIL IN ROAD
BM-20 124,74 617548.267 2295882.567 "X° ON FLANGE BQL7
BM-21 124.23 617344,411 2295777.183 MAG NAIL IN RCAD
BM-22 114.70 615892.328 2294900.382 "X" ON FLANGE BOLT
BM-23 112.33" 615853.393 2294931.687 PK NAIL IN ROAD
BM-24 125.03 617429.625 2296751.296 TOP QF IRON STAKE
BM-25 117,54 616270,876 2296110.634 NAIL MED INTERSECT(QN
BM-26 118.24 616265,454 2296051.292 "X" ON FLANGE BOLT
BM-27 134.67 616941.668 2297921.281 "X" ON FLANGE BQLT
BM-28 133.63 616395.887 2299754,086 TQP OF IRON STAKE
35.08.2090 LISA A MITCMELL(UN(iEDSTATES/CND/AU P:\40021\21-MAINS\DRA,WINGS\GEN\40Q2t-G-01.DWG
NOTES: a CITY OF GOLDSORO, NORTH CAROLINA
Underground facilities, structures, and utilities have been plotted from ~ ~
~ available surve s and records and therefore their locations must be ~ y ~ PLLC ANNEXATION PRASE Xl VACUUM SEWER SYSTEM
nnncit~arar~ nnnrnvimnfa nnly Thara rnnv ha n~herc fha eviefanna of ca .a~~k'~~ . a~P ~ u~ ~ a~tw..,.~"ti
a which is presently not known. The Contractor shall comply with the V -
FINAL -NOT FOR CONSTRUCTION North Carolina Underground Damage Prevention Act. Before excavating, ~
~ the Contractor shall notify each utility owner having underground JSS 10/10 SRH JSS JHE 10/10 020 0 A G HD-Affiliated Company LIST OF DRAWINGS, ABBREVIATIONS
utilities located in the proposed area to be excavated, either orally ISSUE or in writing, not less than two nor more than 10 working days prior No. DRAWN DATE CHECKED DESIGNER APPROVED DATE
to starting, of intent to excavate. The North Carolina One-Call Centers PROJECT SUPERVISOR DEPARTMENT SUPERVISOR 3128 HIGHWOODS BLVD, SUITE 140 LEGENDS AND NOTES
phone number is 811. NO u E DRAWN DATE CHECKED DESIGNER APPROVED DATE RALEIGH, NORTH CAROLINA NO REGISTRATION NO. P-0158 JOB NO. 40021 CONTRACT No. N/A DRAWING G-1
- _ .

` ~p
V `w SIDE LINES ;E _ - ~ k~ n - \ , ; A-10 TO A-13 1',''~ 1. EXISTING FACILITIES AND PIPING SHOWN LIGHT WITH SLANTED TEXT, NEW FACILITIES ANO PIPING SHOWN DARK
~ NOT IN CONTRACT 'y " - _ ~ : i SIDE LINE B-16 - ~ i : I F - WCM BLOCK TEXT.
s' ~ I \~.NOT IN CONTRACT ,I - ~ ~1 '`.A } C,.~ '~l 2, EXISTING CONDITIONS SHOWN ON THESE CONITRACT DRAWINGS ARE BASED ON A NAV088 TOPOGRAPHIC SURVEY
r- PERFORMED BY B.R. KORNEGAY INC, COX-EDWARDS COMPANY AND OBTAINED FROM AVAILABLE CONTRACT AND
` r I ! •V` ~ - t+" SIDE LINE 8-14 , ~ \ "SIDE LINE A-7 l \ ~ ' ~ ; ; ~ NOT IN CONTRACT r' i L, NOT IN CONTRACT ~ ;`i ,t ,r. " , RECORD DRAWINGS. THEREFORE, LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. ~4 ;<<
i/ A ~ ~ .t n ~ , , ` ~i.J~ 3. VALVE PITS SHALL GENERALLY BE LOCATED CENTERED W1TW THE PROPERTY LINE BETWEEN TWO HOMES. AT THIS
i` If; ~ 7 r, a ~1~~, f f LOCATION, TWO HOMES CAN CONNECT TO ONE VALVE PIT, WHERE EXISTING CABLE N BOXES OR TELEPHONE fl{, 't_-' BOXES ARE ALSO CENTERED BETWEEN TWO LOTS THE VALVE PIT CAN BE SLIGHTLY OFFSET, RELOCATE THE CABLE
r; '`vA r ;f `1 ,!i SIDE LINE B 15 it NAND TELEPHONE BOXES AS NECESSARY TO FACILITATE VALVE PIT INSTALLATION.
• _ C> fl ~ f, r'( 'i ~ ~ ~,y NOT IN CONTRACT ~,A < < 1, S V' •1 ~ r D r
r, j ~ ~ 'r ~ ~ p - / f ~ i`l I(' rl ~ ~ ~ --r 4. SOME VALVE PITS SERVE INDIVIDUAL LOTS ANO SHOULD BE LOCATED AT HE LOWEST ELEVATION FOR THAT LOT TO ~ij ALLOW GRAVITY FLOW SERVICE FROM THE VALVE PIT TO THE HOME. SOME VALVE PITS WILL LIKELY ACCEPT FLOW
it 1 I i f r~ ~ 4 ~ ~ ..1 ~ % , ~ ~ ~ .I RESIDENTIAL GRINDER PUMPS GRINDER PUMPS ARE NOT IN THIS CONTRACT ANO WOULD BE PROVIDED BY
, , i ~ ~ PROPERTY OWNER). THESE POTENTIAL LOTS ARE INDICATED ON THE KEY PLAN AND RESPECTIVE PLAN/PROFILE - ; ~ i1 DRAWINGS.
t: ~ / ~ k-, MAIN LINE C
~ ~ f~ ~ ~'1 ri Gf /l jf ice, ~ `MAIN LINE $ r-' ; NOT IN CONTRACT ' ~ ~ r~% l! + r ~ ~ C~ NOT [N CONTRACT ' }yl 5. PERFORM EXPLORATORY EXCAVATIONS AS NECESSARY TO VERIFY LOCATIONS OF EXISTING UNDERGROUND PIPING / AND UTILITIES PRIOR TO CONSTRUCTING NEW FACILITIES,
1 ~ v , ! ~ r' I~ it i / ^'C „ ~ SIDE LINE B-13
~ f j •,A•. ~ r"~ ~ ~ 'I .1 ~i'~~ ~ i~ NOT IN CONTRACT ~V s 6. REPLACE ALL PAVEMENT THAT IS 1) SHOWN AS REPAIR/REPLACE ON THE CONTRACT DRAWINGS, 2) IMPACTED BY 'j''; SIDE LINE C-7 CONSTRUCTION, OR 3) IMPACTED BY CONTRACTOR'S OPERATIONS.
f'% ~ NOT IN CONTRACT ;
\ ti , 7. WHERE SHEETING IS SHOWN, INSTALL SHEETING TO PROTECT EXISTING FACILITIES, UTILITIES, WETLANDS, ETC.
r „ t; ,'r ,''I u, ~(;j ` ; r. SIDE LINE B-11 ~ WHERE SHEETING IS NOT SHOWN, SHEETING SHALL BE USED AT THE DISCRETION OF THE CONTRACTOR,
(r 11 ; ' ~ ~li' ,i' _ / NOT IN CONTRACT ~ ~ ~v\ 8. CULVERTS OR STORM DRAINS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT THE E! CONTRACTOR'S EXPENSE.
1 ` ~ l J' ~ 'l _ ~ t -"l ~ ~ fL_...~ ~r S il ]f ~ ; ~ ~r k: • ~ ~ - SIDE LINE C-8 SIDE LJNE C-8
''f f~ f~f1~SID N -1 ~-~I 3-' i 1` NOT IN CONTRACT )T IN CONTRACT 9, ALL DISTURBED AREAS SHALL BE RETURNED TO LIKE OR BETTER CONDITION WHETHER THEY ARE SODDED,
u ~w~ ;DWG C 28 > W ~ ~ C t~ r ~ ~~;i / j ~ SIDE LINE G-9 ;ra M., I ; ~ ~ SEEDED, LANDSCAPED, GRAVELED OR OTHER. ANY DISTURBED PLANTINGS SHALL BE REPLACED BY LIKE SPECIES. i } wa
F~r(/ ~1 .t MJ ` ~f ~ ~ ~ NOT IN CONTRACT } i _ SIDE LINE C-7 R ~ ~ / J ~ JE LINE C-7 ° '';~,,1 10.OISTURBED AREAS SMALL BE IMMEDIATELY STABILIZED ACCORDING TO THE SEDIMENTATION & EROSION CONTROL )T IN CONTRACT ; ~ PLAN AND SPECIFICATIONS.
NO ~ y rte, ~ \ ~ - ~ . NOT IN CONTRACT r 1N Asp ~ ~ O o ~ v 12 SIDE LINE 8-12 ~ C r\ / ~ ~ j
Nr ~ <rlr C~ (jam C ~ ~j' ~ ~ ~ 11, VALVES AND BOXES PROVIDE AN EXTENDED VALVE STEM WHERE DEPTH TO TOP OF VALVE EXCEEDS 5 FEET.
~ ~ ~ (NOT IN CON RACT} _ n ~ ~ ~ 1'i~/ 1 ~ •.^l ~ i
MAIN LINE.A ~ !I r; u ( ~ 'c ;,2~'- ~ o ~ i ~ 12. WHEN LOCATED IN NCDOT RIGHT-OF-WAY, VALVE BOXES SHALL BE INSTALLED OUTSIDE THE EDGE OF PAVEMENT,
_ _ J ~ DWG C-9 i'+ C' ' , ~ / SIDE LINE C-6 13. DO NOT PILE ANY EXCAVATED MATERIAL DIRECTLY ON ANY NCDOT PAVEMENT SURFACE.
l l r f GJ[Si` /~Rr,`[il~~ ~ % ~ NOT IN CONTRACT i` ~I A-~ a ~ c s~ ''~,l 14. PROVIDE ALL NECESSARY TRAFFIC CONTROL AS REQUIRED 8Y NCDOT, THE CITY OF GOLDSBORO, ANO MINIMIZE
SIDE LINE - ~ Z ~ r ~ " ~ l1 ~ DWG C-16 r-,a ,a ~ ~ ~ r" ~ ~ TRAFFIC INTERRUPTIONS TO THE MAXIMUM EXTENT POSSIBLE.
SIDE LINE l , ; t'': ~ ~ ~ CN~r ~ MAIN LINE B A-19 / " t F, SIDE LINE B-10 y Z ~ ; ' N T IN CONTRACT / .A ~ DWG C-28 f~ 0 ~ I~ SIDE LINE C-3 15. MAINTAIN MAIL AND TRASH SERVICE AT ALL TIMES, DWG C-37
(NOT IN CONTRACT) TUBE H \ 1 SIDE LINE A 2 , t, , 1~,.5 r
- NO i ASE j 2 ~ ; r ~ DWG C- 0 _ ,1~ - 16. VERIFY EXACT LOCAT10N, DEPTH, SIZE, AND TYPE OF UTILITIES SHOWN. TEST PIT AS NECESSARY,
_NOT , ~iN - CONTRACT 17. STABILIZE 4R RELOCATE UTILITY POLES DURING CONSTRUCTION. COORDINATE WITH UTILITY COMPANIES,
,p. ~ i,' _ Ih ~ + MAIN LINE B ~ ; ~ NO ' \ ~ - AREA BM-15 > > i tip" ~0 /V ~ ~ z DWG C-24 \ ~ 18. ANY DAMAGE OR DISTURBANCE OF INDIVIDUAL PROPERTY CORNER MONUMENTS CAUSED BY CONSTRUCTION
SIDE LINE A-17 ~CTi E SIDE LINE A-18 it ~ SIDE LINE .1 C 1 'Y' ''L ACTIVITIES AND SHALL BE REPLACED BY A NORTH CAROLINA REGISTERED LAND SURVEYOR.
DWG C-18 ~ ~ r= ~ 'i ~ A-3 - ~ i ~ 19. REMOVE ALL DRIVEWAY CULVERTS WHERE CONSTRUCTION ACTIVITIES ARE ANTICIPATED IMMEDIATELY PRIOR TO
t I r- / '9C1 r DWG C-19 I r i k`! '1 . ~ Z / T ~ ~ DWG C-11 - ~ B -g ~ it 1 ~ " f~ ! r~_ l A-16 ~I SIDE LINE - ~ ~ ley l ~ l t ~ - st (NOT IN f7 SIDE LENE C-5 + \ i CONSTRUCTION TO MINIMIZE IMPACTS TO PROPERTY OWNERS. ALL DRIVEWAY CULVERTS THAT HAVE BEEN REMOVED
DWG C 18 ' ! , , ~ ~ ~I II I - $M- '.,.>>y,, 11 ~ ~ , ~ i ~ t, ~ r, ~ ,I CONTRACT) I ~ SIDE LINE B-7 NOT IN CONTRACT hz ! ~ OR bAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. WITH SAME BM-28 ~I ; I TYPE AND DIAMETER AS EXI5T1NG. UPON INSTALLING PIPE UNDER A CULVERT, IMMEDIATELY REPLACE CULVERT THE
/ ,,,G~ l ~ 0~ ~ ~ - L_ -~tnu ~~7 NOT IN CONTRACT ~ ~ ,a .i G V~ ~~I i. ='f~ ; az~ ,I ~ E_~ 1, ~1 ~ I ~ ~ SIDE LINE C-3 (SEE NOTE 32, TYP) v ~ I SAME DAY.
- SIDE LINE A-15 v 1,"~ ~ r / ! I `T V ~ l I ~ ~ n,. ' ~ I A ~ ti Ft._ MAIN LINE C ~ v t I V , ~ t ~ ~ ~1 , , . r . , , ~ . ~r~ 1 DWG C-35 >IDE LINE C-3 ~ SIDE LINE C-3 , }WG C_3S ;;-1 DWG C-36 20. MAINTAIN THE FOLLOWING MINIMUM VACUUM SEWER (APPLIED TO BOTH MAINS AND SERVICE LATERALS)
NOT IN CONTRACT ` M-4 rf rte, ri ~ I u " ~ ^ ; ~~I 'i; ~ ~ SIDE LINE B-8 NOT IN CONTRACT n~ / I I NO IN i; 1. , .7 ~ .~f~<rL~'/~ urr, ~ I SEPARATIONS AND COVER;
~ ~ ~ ° _ - - I NOT IN CONTRACT MAIN LINE A ~ . B - ~a7 / w ~ r~J , I; ~ i CONTRACT : ~ It ,`l I i ,Ili., I ~ . 20.1. M[NIMUM COVER OVER SEWER - 3'
DWG C-8 J A I ~ i r„- s"'~~Al~,~ ' ~ ~ ~ 20.2. VERTICAL SEPARATION BETWEEN OTHER PIPES, EXCEPT STORM SEWER - 18" (WATER OVER SEWER)
{ > ,v?~~~ C~C_ I ~ SIDE LINE 8-6 I~ ~ ~ L II z ~1 SIDE LINE A-8 r~:, ~i Z mn I! ~ ; . ~ II a ~i - , ,f T~ ~N 20.3. STORM SEWER - 24" UNLESS FERROUS MATERfAL OR STRUCTURAL BRIDGING IS USED ? - CON~RA~T 20.4. HORIZONTAL SEPARATION FROM WATER MAINS - 10'
r' ' WG C-14 - SIDE LINE A-1 ~ ~ ~ DWG C-24 v:. ~ i ~ ~ ~ I DWG C-9 . ~ ! ~ „ , ~ ~ ) HA~~ ~ I ~ NOT IN CONTRACT STAGING ; ~.`~c~:,, _ -
r, ~ I i ~`a-~ (NOT IN CONTRACT) ~,r~ I,~ ~ N IN c ~ AREA ~ CT . ~ - - I 1 ~ ~ , , I I sIDE uNE A-7 Ii o z caNTRACr - ~ ;^u aI~TR~ _ - _ - ! 21. REPLACE ANY DAMAGED TELEPHONE OR CABLE UTILITIES IMPACTED DURING CONSTRUCTION. SERVICE SHALL BE MAINTAINED TO ALL RESIDENCES DURING CONSTRUCTION,
SIDE LINE A-14 ~ s. ~ F.~ cry y-.SIDE LINE A-9 + ~ Z - 1N I ~ 1 Il`~~~/Ll~J ~~~~i~ r, J/fe r DWG G-15 J , 1..j ' _,1=^''~~- ;i r NOT IN CONTRACT Q ( . DWG C-17 ? "J _ i - ~ , r "i j 'J ' , SIDE LINE C-4 C.: i
M-1 , ~ ~ + ~ , ~ - Q ~~.___.~____._„_.uf~~~.-_ .D lam-.., i _ - _ _ ti. I;i I;~ DWG C-37 $c C-38 22. INSTALL 2 ISOLATION VALVES AT EVERY SIDE LINE (BRANCH) CONNECTION, ONE ON LINE DOWNSTREAM OF CONNECTION POINT AND ONE OF THE SIDE LINE (BRANCH) UPSTREAM OF THE CONNECTION, AS INDICATED ON
- - - n Z BM-18 ,r.__.~ - - BM-7 , , ~ I, CONTRACT DRAWINGS,
' , --i ~U _ _ [MAIN LINEA i, ~~3 w~~{r Ij i I i'~;; l.r - r 'I MAIN LINE C ` 1 i I I-.. , ~ - Lr ~ ~ ` DWG C-7 ~ ~ . ~k' ti ~ - ; LIN - - ~ I, r.. W - ~ ~ SIDE E B 1 ' i-,-~.,__ ~ I I I I e, ~r' ii ~ D G C-33 SL ~ 23. !NSTALL ISOLATION VALVE ON ANY CONTINUOUS SEGMENT OF VACUUM SEWER EXCEEDING 1,500 FEET IN LENGTH,
;i ; I ~ Z ,I+ , , . , c\ SIDE LINE B-5 ~ DWG C-28 t i ~ x E? ! SIDE LINE A-4 ~ . ~ i~l• t;.... l.` DWG C-24 ~ _ ~ M- ~ I ~ _ SIDE LINE C-2 e~ i~, 4, _ AS INDICATED ON CONTRACT DRAWINGS.
-_n, , ti ~ ~ ,1 , + ; , ~ t - ~ ~ I i ~ n NOT IN CONTRACT) ~ ~ I DWG C-34 ~ , ~ - t - ~ 1 DWG C-12 - ~ , ~ I; - r-t=. ; , _ ~ I' ~ ! ~ ; MAIN LINE B 1 i it
~j v.-.. +t ~ i ? ~~,~Or_.~ `u' I ~I" MAIN LINE A ~r~ 'J• U~ ~ `-t'i y t~-, I l fl. LLD {NOT IN CONTRACT) r f + ~ f ~~t ~ ,1- T~~ 'DWG G-23 U~ - ~ I. ~ ~ ~ ~ _ i n , DWG C-6 II 4~,~CG, )Rig,. ~ ti~ ~ ~ _ r:~n, 24. VALVE PITS, BUFFER TANKS, VACUUM VALVES, EAAC KITS, OAT'S, PORTABLE VACUUM TEST EQUIPMENT, SPARE PARTS, AND SPECIAL TOOLS TO BE PROVIDED BY OWNER AND INSTALLED/UTILIZED BY CONTRACTOR. REFERENCE
~ ! lor, i~ !i ~ ~,~i%/ ;n ~l /MAIN LINE C , ~ 1 t`~ 1 ~ „ ~ ~ M-12 ~ , ~ U 1 ~I? , I - ~ i r, ,o ~ ~ _ - uR/UL _ q ! DWG C-32 - LEG ® FOR CIVI DRAWING. ~,1}1 SPECIFICATIONS FOR ADDITIONAL fNFORMATION.
I ~ ~ ~ r r.° SIDE LINE A-5 t~ + i ; ri i !i r' r _ ~I T J 1 r`jv , ' - ~-z, ° ~r' /r I~ i ~ / n ` n., ~ ~ 7 r t / ~ i ~ t S B - ~ ~ Yf L VEh /GP/ ? ~G • , ~ 25. ALL REDUCERS ON VACUUM SEWER MAINS SHALL BE ECCENTRIC TYPE REDUCERS,
.t - - OWG C-11 + n _ I L.~ li ~ ~J i. 1 . L,., `t ~r~;R~. ~i , ,SIDE LINE B 3 t ? ~ ~ ',~CF ~ , ~r ~ ; ~ t ~ ~V "`r~ r11 C- r, ( r ' ~ ~ it U p~ , i '1 % t
~ T I NTRACT DWG C-26 ~ ~ r.. r t (NO NCO ) (l ~ ; l ~ t; r a alp ~ ~ ~ A / ` . ~ ~ „ I , ~ ~ r SIDE LINE B-4 };~t a L' 26. ALL BRANCH VACUUM ONES AND VALVE PIT CONNECTIONS SHALL BE IN ACCORDANCE WITH THE STANDARD DETAILS A5 SHOWN.
- t` t]- E f , 5 ~ f ~ - ~ 1 , , -DWG C-26 r : 5~ ,7 ~W) ;t ~ti~ I !l. t. ../~Ir ~ i k"~ elf`' ~r t7 r` ~ (SIZE/4u,zkt;,J _
r'a ~ 'I n 1' ~i' ? 7~ l (>1 ;I ~~r 1 ~ (NOT IN CONTRACT) c .w ww / / UNL (7 ! ~I~ , I r l`" 1 j ..l I`l ~ r :z , ~ s l;~ ~ p i I ~ ~ ~ f ~ c ~ „ . , , , , _=,i UNDERGROUND CUIi/ERT 27. ALL VACUUM SEWER MAINS AND BRANCH PIPING SHALL BE SDR-21 PVC,
L.a i1 i ~ L' , ~ if A I ~ C 5 ,A ' r V A ~ , 1_J o ~.r,'`~ - - -Zi- Fp/I ~ ~ 1 MAlN LINE B ` n ~ C - - CONTOUR L/NE Q ~ C EAEC VALVE PIT 28. OBTAIN ALL NECESSARY PERMITS NOT ALREADY OBTAINED BY OWNER BEFORE STARTING WORK,
~ I r i, f, c, , ~l :NCO ~ c• I'; , r ~ ~ _ ~ ~ - DwG e-2z , , ~,k~ NTl~ACi' ~ ~ - u r i rr o I r ~ ~a eta ~ ~ - . r ~ .:G~ - J _ - - - - - - - PER - - - PERMANENT EASEMENT OVP VALVE PIT 29. LIMITS OF DISTURBANCE SHALL BE BOUND BY PERMANENT AND TEMPORARY EASEMENTS, PROPERTY LINES AND
i _ - j ~ , pU n\ + .n `;~f -.A~`' ~ U' ~ , S -~k,~'~' Ir - f1+ C I s-' ` , SIDE LINE A 4 ~ ,,1 ~ t i 'r ~ i ,I` - 4 i.,r . ; r. ~ 11 ` ~ i j' ,f ~ t~`'''~ , ~ 11 S, ' c r ~ ~ TEM • TEMPORARY EASEMENT BT BUFFER TANK ROAD CENTER LINES AS SHOWN ON CONTRACT DRAWINGS.
DWG C-13 ,1 1 ~ t 7 s = , fl ~ J" ~ ~ I~ I r f J tJ G - s. ?f j i l l > ~ i' ~ _
, v . 1 ~ ' ` h OVERHEAD ELEC. OP PIPE BOLLARD 30. ALL TREES LOCATED WITHIN THE PERMANENT EASEMENT SHALL BE REMOVED UNLESS OTHERWISE NOTED.
~.1 7 •,I ' ~.~r 1 / tl ~r ' t < ~ q% SIDE LINE C-1 W,41~ ~ ; ~ ' ~r ~ SIDE LENE B-2 ~ f' 0 BM-26 , - _ - -'y ~ / AMAIN LINE A I. -~icr ~ t i v DWGS C 33 & C 34 WATERL//~JE SB-101SOIL BORING 31. MAINTAIN A COMPLETE SET OF ALL CONTRACT DOCUMENTS, PERN(ITS, AND EASEMEM'S ON THE J08 SITE AT ALL
~ G / ~ - r r ~%rn%`' ~ DWG C-27 J - ~ ~ ( e,~ - s,s W/rT I ~ ~P' ~ DWG C 5 if 'i ~ ~ NOT IN CONTRACT) - WATER SERA/CE QBM BENCH MARK TIMES. UPDATE REDLINE AS-GUILTS DAILY.
' I ASIDE LINE $-1 G , M-14 I ! ; ~ DWG C-25 ~ , . r ,a, , ~ ~ , , I i. , j 1 + } ~ ~ t~ ~titP•r C,46 VALVE BOX 32, ALL VALVE PITS SHALL BE INSTALLED TO THE MAIN BRANCH VACUUM SEWER LINES IN ACCORDANCE WITH THE CABLE TV ©VB DETAILS SHOWN.
L~ / ~ r~-t , A r-1 , ~ r ~ ~ ~ \ - ; ~ ~ _ i~ i; ~ II! (NOT IN CONTRACT) ~j ~ ~ `~y ~ ~ G j r~ 1! tj i+ I j / vo-vo---.. FO_......f~r,..,~_ FIBt ~~u FIBER OPTIC L~'IP STD INLET
PROTECTION 33. ALL DIVISION VALVES SHALL BE THE SAME SIZE AS GORRESPONOING PIPE SIZE.
MAIN LINE C ~ , w 'r ~ I ~ FD/ f ~ * 1 % 1 _ i i I f ; L~ DWG C-31 ti FORCE MAfN MH MANHOLE 34. SEE DWG G-1 FOR SURVEY BENCH MARK SCHEDULE.
. A i r~ . ' ~ I ~ 0 i ~ ~ ' ~ ~ I SIDE LINE A-6 ~ (f ~ l L`" I I or:ro----orFO----o~ro-..- pi/f ,d r- Cs ,o_-.-- Oi~ERH£AD F/BER OPT/C
DWG C-14 \ , f i ~5 1; =~`~,I - = - ~;I f i i W I ~ WAT WATERLINE ~ Q~ UT1L/TY POLE 35. PRIVATELY-OWNED FORCE MAINS FROM ON--LOT SEPTIC SYSTEMS (STEP FORCE MAINS) ARE APPROXIMATE LOCATIONS ONLY. TEST PIT TO FIELD VERIFY LOCATIONS BEFORE INSTALLING VACUUM SYSTEM IN THESE AREAS
r, + ~ o - ; ~ ,,i MAIN LINE B I ~ Ii a ~ T T UNL UNDERGROUND TELEPHONE J CABLE TV (STEP -SEPTIC TANK EFFLUENT PUMP).
F • 1`J DWG C-21 ~ I
c; ~ # BM-13 ' e. ~ ~ ~ ,--1 ~ 1. t , ~ FEIt, ~mm' FENCE TELEPHONE 36, ADDITIONAL PRIVATELY-OWNED FORCE MAINS BEYOND THOSE SHOWN ON THE DRAWINGS MAY EXIST. .
r u _~~J._..~.~_-~.:~ WOG WOODS (J FLAG POLE 37. ALL DRAINAGE DITCHES SHALL BE IMMEDIATELY RESTORED TO ORIGINAL GRADE AND STABILIZED.
- - - ~ W£R WETLANDS ~ LIGHT POLE 38,"NOT IN CONTRACT" MEANS FUTURE WORK BY OWNER,
~ * ~ * " i ( pl,~;ti;~ l - nk ~ WET STORM DRA/N
- ~ ~ w w w 39, BY OTHERS MEANS WORK TO BE CONCURRENTLY PERFORMED BY ANOTHER CONTRACTOR AND IS NOT IN THE Wo- VACUUM SEWER ~ SPOT LIGHT VACUUM MAIN CONSTRUCTION CONTRACT.
i `J r , ~ l _ o o~ VAC I t~ I - 0 0
} MAIN LINE A ~ ~ ~ - ,r LOD LOD LIMP DWG C-4 ~ ? ~ MAIN LINE B ~ LIMITS OF DISTURBANCE ~ ELEC. METER 40.100-YEAR BASE FLOOD ELEVATION (SUBJECT TO INUNDATION BY THE 1~ ANNUAL CHANCE FLOOD) IS ELEVATION WATER SERVICE 85.
~ ~ ~ ° + DWG C-20 , - - - 25 FOOT WELL BUFFER
CONTOUR LINE MA/L BOX 41. CONTACT MCDAVID ASSOCIATES AT 919-736-7630 FORTY-FIVE DAYS IN ADVANCE FOR INSTALLATION OF WATER
~j ~ `~-r ~ MAIN LINE C 3E}----- CON I * k I li! I LOTS THAT MAY REQUIRE RESIDENTIAL GRINDER k+~ i f ~ f DWG G-30 SD SD 5T0 SERVICE BY FORK TOWNSHIP SANITARY DISTRICT. REFERENCE "CONTRACT 196-GOLDSBORO PUMP i STORM DRAIN ~,YO YARD HYDRANT STATION jLIVINGSTON DRIVE." THE DISTRICT WILL PROVIDE 2-INCH WATER SERVICE TO ROAD RIGHT-OF-WAY
PUMPS FOR BASEMENT SERVICE. EACH PROPERTY i VACU / -1' U/ATER ~AL~E INCLUDING RPZ WITH ENCLOSURE, OWNER WILL PROVIDE ELECTRICAL SERVICE. PROVIDE CONDUIT, WIRE,
SHALL HAVE ITS OWN VALVE PIT BECAUSE fT i ~ ,,cyst UM SEWER / / - - - Ph'G WOULD RECEIVE PUMPED FLOW, r, MAIN LINE A EM CONTRACT ~ PROPERTY L/NE RECEPTACLE fNSIDE ENCLOSURE ALONG WITH HEAT TAPE WRAPPED AROUND PIPE ASSEMBLY. FORK TOWNSHIP
' ~ DWG C-3 U ~ l - - ~ IpD lOD YR FLOOD PL,9/N SLGN SANITARY DISTRICT'S COST WILL BE PAID BY OWNER,
DO NOT CONNECT ADDITIONAL SERVICES BY r, % VACUUM PUMPING STATION r i (BY OTHERS) GRAVITY TO A VALVE PIT THAT ACCEPTS ,1 , , r c~ F/BER OPT/C 42. WHERE BRANCH SEWERS ARE "NOT IN CONTRACT," PROVIDE DIVISION VALVE, A .MINIMUM 4F 3 FEET OF SDR 21
WASTEWATER FROM A GRINDER PUMP DISCHARGE. j~ GUY W/RE PVC AND A CAP FOR FUTURE CONNECTION. PROVIDE 2X4 PRESSURE TREATED TIMBER TO 6° ABOVE GRADE,
r ~ .,3~~ - _ _ ; i ONLY ONE GRINDER PUMP SHOULD DISCHARGE / 2 ~ SHRUB 43, TO THE MAXIMUM EXTENT PRACTICAL, PROVIDE A MINIMUM OF 5 FOOT HORIZONTAL SEPARATION BETWEEN EXISTING
WASTEWATER TO A VALVE PIT. ~ r WATER SERVICE AND PROPOSED 3-INCH VACUUM SERVICE, C ~l „rl N ~l ~d~~3 TREES
l ~ 1 jr / STAGING , ~ AREA / ~ ' r•` 44. DO NOT LOCATE VALVE PITS IN A DffCH LINE OF A SWALE.
I I ~
i ~ ~ - -
~ ~ /
KEY PLAN
scA~E: ~ "=goo'
400 200 O 400 800
OS.08.2010 K MARkE OOKLOVlC/UNITEGSTATES/GHO/AU 1 "=400'-O"
P;\4002 ! \2 t -MAINS\DRAWINGS\CIVIL\x0021-CO t .pWG
p~ CITY O GOLDSORO, NORTH CAROLINA
IY~~~~. ~ ~~~654&i&&I&1lSy~ ~
Underground facilities, structures, and utilities have been plotted from ~ 1/ available surve s and records and therefore their locations must be SS "£:~1 PLLC ANNEXATION PHASE XI VACUUM SEWER SYSTEM
consraerea approximare onry. i nere may oe o iners, icne exrsr tnu theor 1 1 %.X V V I I L. L. L. 11 1
which is presently not known. The Contractor shelf comply FINAL -NOT FOR CONSTRUCTION L (North Carolina Underground Damage Prevention Act. Before excavating, 1 JHE 06/10
the Contractor shall notify each utility owner having underground BSR/JSS 06/10 SRH LAM/BSR/JSS ah, A HD-Affiliated Company KEY PLAN, LEGEND, AND NOTES
utilities located in the proposed area to be excavated, either orally ISSUE 3128 HIGHWOODS BLVD, SUITE 140
or in writing, not less than two nor more than 10 working days prior NO. DRAWN DATE CHECKED DESIGNER APPROVE DATE to starting, of intent to excavate. The North Carolina One-Cali Centers PROJECT SUPERVISOR DEPARTMENT SUPERVISOR rs RALEIGH, NORTH CAROLINA
phone number is 811. _ - - - ISSUE . DRAWN DATE CHECKED DESIGNER APPROVED DATE l 4o -1h. NC REGISTRATION NO. P-0158 JOB NO. 40021 CONTRACT N0. N/A DRAWING C-1

_ I '7 Ji(~j
i ~ ~
t , ~ t % - ~ \ ~ Jr.. ' i`i ~ z''j ~r;' MAIN B
/ ~ , ,r.. , „ s~ I ~ I,. ~ A ~ r
'r • r `-1 1 MAIN A ~ t. ~`~`>.':.~-,1
STA ~0+53 . ~ C„ J :7 ~ N`~ ~ ` \ . ~ ~4 ~ t.d a ~~0 r~ ~V ;.a ,r 45' HORIZ BEND tic r~j ~ ~ r
STA ~0+43~ r'~ ~ ~ l l ~r,
_ l ~ SST + 45' HORIZ BEND ~ ~ ~ FA.. ,jr," t • ~ ~
Fs' 45' HORIZ BEND ~ ~,t\ ~ r u ~S' -y - ; ~ . ~ _ VICE BACKFLOW PREVENTER. SUBMIT . S _ ~ WATER SER , r` ~ 0~ u c ' ` I r jr C~Y j _a,. ~ , c. 8+1, v ~ y { : ~ v....-.
\ ~ ~ ` ~ _0 WATER SERVICE REQUEST AND PAY WATER SERVICE ,STA t0+33 ~ ~ , ~ ~ ti-_ V E ' / i ~ L - / 7 ~ j d~ , {
/ ' ~ - 45 HORIZ BEND ` \ ~ ~ .\s _ TAPPING FEE. WATER SERVICE DISTRICT WILL PRO 10 s , / ' ~ _ O ~ , \ ~ _ ~ OW PREVENTER IN AN • STA t0+33 • ~ - .:..(n - " ' Z \ ~ - ~ ' , ,V - ~ ,,____a WATER SERVICE ANO BACK L j 4, ~,tih a ~ r i i ~ ,
X45° HORIZ RENO M PROVIDE 2" WATER SERVICE FROM _ ~ ENCLOSURE. ~ BY OTHERS ~ ~ f ENGLOSURE TO VACUUM PUMPING STATiaN. 'r { ' ~P J ~ V r
. ~ \ \ f STA t0+23 . - ~ , ~ 0 ~ OZ' x , ,Y ZONE-i---- ZON '
~ / , END N~ o ,,y % F'`'`-- 1 ~ i ~ - - 45' HORIZ B _ r p r Z . , T ' - -
~ 12 PVG VACUUM \ , ! ~ - ~ o , ,r ~ THIS CONTRACT ~ ~ SEWER-MAIN A -.a ~ r \~~4 _ ~4,~., ~ ~ ~ - ~ 1 i j ti 1 ~ ~ ~ j -'r ? j h f~~-_-~_~.
, _ ,r~ ~ x .r ' ~ - - STA t9-~54 ~,a' N ~ ~ / ,a ~ j ~k~.~ r' 12 PVCVACUUM ~ ~ S~ o ~ ~ ,r l t©~ ~ _ . •-q~5' HO~IZ BEND o ~ SEWER-MAIN A ~ ,t `~"r+SHEET 0 4 ~ l l ~ I
_ _ _ 8" B . - _ ~ 125 LF ORED AND JACKED STEEL ~ ~ % O, _ Cb , , pj~~a~ ~//i l~ S ~ SHEEP ~ ~F`r.~O~NtINUAr~ ~ ~jl C5 l~~~~. l~ ~
~ ~ X < sy J-TM WI=PIANO CC \ CASING FOR 2" WATER MNN PROVIDE d , u
- VER OVER CASING - _ f,. - A MIN. OF 3 OF CO , o M ~ - ~ ~ ' / 1 . • ` TTOM ; 1 - ~t - ~ STG~ QR,/~~- j J 0~ O'ONTjN~a,~~ 1't ..r 1,1~ ~ ~ ~ r ~ ( ~
_ ~ ~AT. STREAM Bo ~ o ~ , 1 , 2 , - ~ , ~ A !r ~ 1 M ~ . _ ..7 ~ ~m 'r ~ ~ I ",Ct __~.`,_~~z"`-r ~ ,T ~ DIVISION f'" , ~r, 0 -
, ; x ~ • ~ i o ~ ~ - - , ~ r r ~ ' _ _ ` ~ r VALVE ('il'P) j ~ ' d
1 , G / -
0 f_ . \ ~ \ ~ _ ;l . : , - . ~ . _ - _ _;J ~ ' p& ~-M1_ O- - r / _ lh-l ~ 1 t~'q r - ~ r ~ 60' ROG? ; , , !I Q ~ ; i 'J ~ : ~ ~y
• ~ , , y , ' ~ 0 u - M fit{ '`t _ 0~ ~ ,
_ o ~ _ , ~ , ' ~ \ W. 10 O ~ ~'--,~~,'",~*,*.,ti~~~"'~~:...•. Nip ~ r ~ ~ ~ ~ ,
r : .
~ 10 \ ~ , p ~ ~ ~ t STA t 14+06
- _ , 1 \ ~1 o~~' E . ~p STA ~9+44 - . ~ . 10 - - -44 ~ ~ ~ 22'~OFf - , i + ~ _y~,. p ~.~e 45' HORIZ BEND
. , ~ ,,°,:r ~ ~ _ \ 45° HORIZ BEND , ^A iiZ ,7, 'Vt h ~ 'C~ rtl~ :NO f' i MAIN 8 ROW 'l; ` tt~„-`W ;=r•~f-..\ ~ ~r ~
~ ~'~7 844 ~ ~ 0 ~ .`is ~ _ ~ 0.(~ O l
\ ~a ~ STA ~ + ~ ~ - _ 1 ~ ~ o ~ - 4 HORI2 BEND ? ! s r---~__ ~ _ ~ ~ i ~ VALVE PIT j : ~ ~ ° - -
~ 3M ~ , ~ 'STA t7-.0'' r ~ ~ o~, ZO ~ ~ ~ X n , _ - r I ~ STA'' t13+89.. - _ - 1. v~ ~
' ~ Q ~ ` - M ~ HORIZ 'BED ~ ~ a. Oi 35' PE ~ j
i ~%a~. ~ ~ qQ ;r ~ ~ t D, ~ ~ , j~ ' , HORIZ BEND 7; ..,~;~:=__=>~~,n.,-~~~ ~```~-_~j' ~ 1 r rl ~ 1 ~ STA ~ 13-89 ! ~ / ~
,1 ~ \ ~ C`1 r'' r i r~ _ J ,p , \ U1 - - ~ ~ - - 1
- ~ ~ 10 PVC VACUUM ai r l~ ~ ~ _ jl 45 HOSTA s~3+84 ~ j "m~' ;A`a.. ~ ~ ~ ~ ~ _
- - - r ' SEWER-MAIN B a ' ~ ~ ~ jl ~ VACUUM STATION C d A MAIN LINE B ~ ' =EL i 1 ~ _ i ; ( ! ] j~ 45` HORIZ BEND ~ c., ~ ~ ~ ~ ~ j
/ / ~ BY OTHERS 0 ~ L~~` 125 LF BORED AND JACKED STEEL i / ~ ~ WETLAND CO 10" PVC VACUUM _CA51NG FOR 10" VACUUM SEWER
J - R--MAIN C ~ `y ~ ST ~fi+ ''4O' PE ~ ~ K AND WETLAND AREA , / ~ SEWE _a t 0 UNDER CREE EA ~ 1 ;I j' j' STA d+10 ~~'V v'\ ~ ~ '1 SIDE LINE B-1 ~ J LL; - ~r-~'1+ ~ I r ~ r' SIDE LINE B-1 ~ 1` r
CO ~ o. rn ~ ~ ~ MAIN 8 , 0 - , `a- 711i,.ij=`- ~ r~ r'_ 10'; j j J ~ ` J~ j ~ ~ ~ t l ` ' ~ r ~ 1 J _ ~ x
, ~ ',,z~ 1 OTES: STA ~5+90 o, ~ ~ ,;~.ir. ti' i r r' ; ; I N ~ _ T \ ~ ~r ,
i ' 22.5' HORIZ BEND va - ` 1`25 LF BORED AND JACKED STEEL ~ ~ ~ ' ~ 1. PROVIDE EITHER A TEMPORARY CAP OR VALVE AT VACUUM \0 ~ ''F ~ M ER d~-~""- J _ ~ _ i,~ i L~~_ 5 0 5 10
~ ~ OPERTY LINE TO FACILITATE ACCEPTANCE TESTING ~ CASING FOR 12 VACUU SEW z{ ; ' / STATION PR ~ , UNDER CREEK AND WETLAND AREA r. ~ I ' 'v,~ 1
% ~ ~ ; ~ ~ RE UIREMENTS FOR WATER AND VACUUM MAIN5. ~ ~ i Q WETLAND CB p2 MAfN A . 1~ 1
~ ~ Q i` v _ ' ~i~r ~ ar' 1 ( 50 0 SO 100 N~ ~ ~ ,
C`; i' - N ~ ~
PEA WER SE CUUM VA
SCALE: 1 "=50'
r.. ~9: ~9 p_ ~ LIVINGSTON
I I ~ ~ ! II I i
I i i 3 r ~ ~ I j I i j j I i 'I i 'I I ~ I ~ I ~ iB' CULUER,~ I --'j ' ' I j i ~ -
j ~ ( I i j i I ~ i , i I ~ I ~ ~ I I ~ ~ , c,~aLE rv ~ , - ~
i f ' i 1 I I ~ j I I ; i i i ~ I I ~ ; I I it . i ' s i I \ ~ m 110
i I I ~ e I ' I ~ I i ' I I i - _ - - I ~ G?.4TER ~dYRTEh'LlI?E ~
~ I ~ - a 1 o i i I , I - - _ _ _ ~ - _._.._.r_.----- I
I ~ ' I i I I I ~ I ~ I I I~ I ~ I ~
i , i I i 3 I I I I ~ ~ ~ j j I I ~ 1 ~
I ~ ~ ~ I i i ~ I I ~ I i I ~ I I ~ ~ I i i :
i { I f ~ II I i ~I , I I ~ ~ _ ~ d0_®~..____.._. ' zr f"" ~ 'I I - ~ 2.00%
I I I ' _ ~ - - ----------I------- - I _ - _ , I ~ I - i t 1 I i, i z
I I ~ i I I I I I I I ~ i . I I I i ~ I i i I I I I~ I I iii ~ i j STA t 14+50 O
I I ~ ~ I i ~ Ii ' i ~ ~ I ~ I ~ I I ~ ! DIVISION VALVE ~ ( c
' i l I , I I II I I I ~ i I I I I i I i j , ' ! STA X13+70 AND VALVE BOX I i : ( , i ~ ~ (NV 105,16 ~ _ a 100
i ( I ~ ~ , i I i 'I i 1 I, f i j I ( ( i 's , f I I I CABLE TY I ~ I ; I , j
I , { T I I ! ~ ~ I I ~ I - - ; 100 i ~ - ~ I I, ~ I ~ z ~ ~ I --I---- -F- ~ I I 1 I
_.___.__....-------1_. - ~ I , - ~ rdarcR I ~ , I i E i I r I I SERA/CE ATER i ~ I~ ~I I + I ~
' I i i I i i i 1 I '
i ( I I ~ j ~ I I 'k { ~ I I 3 I ~ I I ~ j C,4BCE T? / I MIN 1t5' ~ ~ 3.~ ! 'E T? ~ i OLEARA~fCE ' p`10 ~ ( I I ~ ~
I I ~ I ~ I i , ~ 1 ~ ! I i I . i I ~ I I ~ I 4 I 1 I i :
I j i _ i.... ~ , i i I r ~ _ ~ , ~ ~ i ._1-_._
f I ~ , . I I j i i I i 1 I i ~ I HGNE ! w
~ I I ? I, I ~ i i i ~ ~ TECEPHGNE I I i ~ ~ I i i ' i j ~ l i I ~ i i { ~ i 1 i
I f I i ~ i i ~ i ~ { I I ! ~ I ~ i ~ i t 1 [ i I
j / ' i , i : f I ~ 90 I I I ' _ I I ~ ._.1.° i i
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_ r- I ~ _ _ I i I ; ~ I ~ ~ f I , I ~ ~ ! ~ I
I ? I I I I ~ ~ ~ ~ ExisTrNC ; ~ I i ~ ~ _ ~ GROU1dD I / I ~ I I I ~ I I i ~ I
i I I ~ ~ ' I I I ( . ~I ~ ; ~ STA ~8+ STA t8+99 i i I I I ! I : ,
I _ I l _ _ _ W -I - I I it I ; , I rl I ~ INV 89.1; ~ , i I INV 89.13 ~ i ( I T I I i ~ i I I
T ~ ~ 1 - ~ - - ~o. i . .t~ ~ ~ ~ I - _ - I 1 , , ;
' ~ ~I I ~ . - i i i ~ I I i~ i I i i 'I
I j I I 1 ' ~ ~ ? ~ ! MIN 3' ~ ~ 3 I i ~ ! ~ , i 4'~ ' i I II I i j , I I
I ! i I I I ~ ~ ! i COVER ~ I I -~--r--s- ~ i i ~ I E ~ I I I I s f ~ ~ ( i 1 (TyP~ I ~`1' II ~ ; , I
G ~ ~ BY OTHERS ~ THIS CONTRACT I i € I I i I I II i ~ t i I , I I ~ 80 I ' I
I I , i i I I , _ _ ~ - -I-- ~ i ~ ) ~ ~ I
t i 3 I i I I I I ! I i i I I I I
i i 1 i I i , I i, I I ~ I I ~ I I i I ~ ~ I ~ ~ II
I I I I I ~ 1 ' I I I I i ! ~ I i I i 1 ~ i i ~I I II I ' i` ! ~ ~ j
I I j ~ i i ~ I B+OO I~ ~ ~ I INV 79.25 I i I t
o~ I I I p ®07 _ ~ _ - -I I ^..F i 1 ,
L _.I i---~..-._._ - __i---- ~ ~ i i I I I I ' i I j ( ~ i j , I I ~ ~ I
I ; ~ ~ i I I ~I I I STA ~2+07 ~ , 125 LF OF 24 ~ 5TEEL CASING I I I I I ' ~ I II I I
I i, I VACUUM STATION I ~ ~ ~ I FOR 12" VACUUM SEWER ~ ; I~ t I INV 75.4$ i r ~ I,
STA ~O+OO I i , I BENEATH CREEK; AND WETLAND AREA I , i E VACUUM STATION I j ! i ~I ' ' I i ~ ii~ I f i ' 1 70
I ~ i I ~ ' ~i ~ V ~ i INV 73.63 i, j i , I 70 I ~ ~ ~ I ' I ~ I ~ I
00 10+00 11+00 12+00 13+00 14+00 15+00
4+00 5+00 6+00 7+00 8+00 9+00 0+00 1+00 2+00 3+QO
I LE PROF VEER SE VACUUM
' HORIZ t "=5' VERT 3D.09,2D101.iSa a rdiTCHELL/UNITEOSTATES/GHp/au SCALE: ~ -J~ ,
P:\40021\21-MAINS\DRAWINGS\CIV1l\4Q021-C03-PP.DWG CITY OF' GOLDSDORO, NORTH CAROLINA
9~~~&86a82r?~d~~~~ e PLLC
`0 ~ ~ " NOTES: ~ c~, ANNEXATION PHASE XI VACUUM SEWER SYSTEM
Under round facilities, structures, and utlhfles have been plotted from ~ 9 e1r locations must be t -
available surveys and records, and therefore th . , ~ e ee we ~e es a Mrltlr!'1 ! 1 A IAI A
considered approximate only. There may be others, the existence OT V
own. The Contractor shall comply with the _ which is presently not known. FINAL NOT FOR CONSTRUCTION a D A GH - filiate . Company VAUUU Z:)t.WLK _ mHIiv H
North Carolina Underground Damage Prevention Act. Before excavating, 1 JHE owner having underground BSR/JSS 10/10 SRH LAM/BSR/JSS the Contractor shall notify each utility 10/10 i natif 3128 HIGHWOODS BLVD, SUITE 140 PLAN AND PROFILE
utilities located in the proposed area to be excavated, either orally issue DRAWN DATE CHECKED DESIGNER APPROVED DATE 9OF RALEIGH, NORTH CAROLINA
or in writing, not less than two nor more than 10 working days prior NO. NC REGISTRATION NO. P-0158 JOB NO. 40021 CONTRACT NO. N/A DRAINING C-3
to startin, of intent to excavate. The North Carolina One-Call Centers PROJECT SUPERVISOR DEPARTMENT SUPERVISOR hone number is 811. ~aqV$ yes+° g ISSUE - - NO. DRAWN DATE CHECKED DESIGNER APPROVED DATE 11

~ , 'Sf~ + 4a r~urcic dt~vu j + ~ ( ' 05
- - ' ~ @ + , i , ~
45' HORIZ BEND - 'p,, STA t0+33 r~ - \ , ; r r
p , ~ ~ _ $ ' ` - - , ' 45' HORIZ BEND . ~ ~ ...ti Z ~ / J ~ { ( , ~ v L~
, , 5 sTA ~0+33 ~ ~ _ . . - 45' HORIZ BEND ~ ; ~ ~ • ON ZQN _ ZONE--~--- - sTA ( I~ r ~ ~ ~ ~ i - VALVE PIT ( i ,
, - ~•r, V- / : ~ ~ ~ _ STA t9+54 ' ^ VALVE~lYP _ ..._S~ ~ O ~ ! ( , : ~ , 4 ~y +
45° , p ~8Y OTHERS e V 45' NOR12 BEND; o' { ) E S
/ 1~A~ '1 ~ 45' HORIZ BEND "~r ~ L/U//y~SI,~j~ 10° PVC VACUUM ` r l5 OOR e~NrIN c
s'~ ~ 2" PVC WATERLINE - . • _ ~ f ~ ; ~ Gz"_ 2 PVC WATERLINE J SEWER-MAIN B . ~ AT?OAr ~ ' ~ j ; + 1: y j ~
ti~ r , . THIS CONTRACT _ _ o 0 , , , ~ o -
, - ~ ~ , ~ ~ y J , ~ ~ w. o v. „ v,. . , `Q~}-~ ~ ~ ~ ~ MAIN A ~ ' ~ ~ ; (
~ , . , Je. , i ~ °Y , _ _ - ~ 125 LF BORED AND JACKED STEEL . ~ ~ It ~ v 1~ r Q7 -J , r - ~
- . ~ . ` o ~0 ~~~N
ti . - ~ 1 ~ v~ ~ , ~ AND WETLAND AREA ~0' ` - ~ _ BENEATH CREEK " ~ : , e+~r, ~ o I A- 0 i , a
a i" . p y. ' o `-i~Q. LOI~ e t0 r ~ ' ,vl~ e r~' STA t14+06 _~...s~~
~ , ~~a z . o p ~ a,~ _ , / i ~ ; ~ ~ . ~ ~ ~~y~, ~ ~F~...d _ O ~ 45 HORIZ BEND
l rt~4 ' ` " F o : \ + , ~ _ a•
! , ~ J ~/.~7~`~~ f ~ ~ ~.H ~ r . ' ; ~ ~ ~ _ - ~ ~ St^ ! ' STA t9+44 _ I 10' OFF ~ ~ a w~-`~ ~ ~ T4 04°,;. ~ , ' Raw ~ , uL1 ~ ~ ~ ~
~ - _ ~ ~ ~ oo ` ~ ~ _ ~ 1, cp 45' HORIZ BEND - i _ 60' RON 1 a-a+ cfi, r
~ :1c v~ 0 \ - - - ~ ~ - y _ ( 11' OFF ~ , ( _ . i I , ¢ 1J'~ L,
` Od.. ~ a t - , .d _ ; ~ r EOP i Z ~ ,
- y ~ . ~ ~ STA ~6±22 ~ ~ Sa , ~ - , M a ~ ~ 7 i' B ( ~ ~ HORZIBEND ~ + ~ ~ moo.:. -~r. ~
~ 4 HORIZ . `ENDS ~ 0 r . , . ;1~' .~~~4 o ~ STS ~ ~ ~ ~ ~ 2 + ( STA X13+99 _ _
uo, ` Y iU7 \yy v O. J ' ni r ~ _,._;`E~`_- ; i F~~ ~ ,9~ HORIZ BED . .a ~ 45' NORIZ BEND ~ 'J . - ~ _7{rao°'
: !i - .!n. T`" ~ 12~ PVC VACUUM x~~ ~ ~ ~ i,1~'. l~._.2~ l ! ~ w . - i , STA X13+84 A ~ - ` ( j MAIN LINE B i .
` 1. SEWER-MAIN A o ~ o 7 ~ ~ Aj ~ ~ ` > ~ (-`"`~r~ 1 f ~ 45' HORIZ BEND r~ i ~ ~ i i ~ ~ n ~ SIDE LINE ~B-1
- _ ~ 10" PVC VACUUM ~ ~ r~;_. ` f.. VACUUM STATION ~ o ' ~ ~ ~ , 0 - - i ~ t ~ ( f _ STA 0+10 c ~ . ~ ! ~ ~ ~ ( ( ~ SIDE LINE 8-1 ~ ~ '
5... _ ~ ~ ~ ' ' ~ ~ ~ % BY OTHERS SEWER-MAIN C ~ - ~ti ~ , :
1 ,ra 0 PVC VACUUM ~Q o . _ ' ' I ~ ~ v • ~ ' i~J~
'1, , SEWER-MAIN B ~ ~ V 0 , ~ ti , ,
~ 'fin O ~ ~ ' _ !
' Q a ~ "C`~ ~f, i _ -~-iii...., ~ ( ~ t ~1~~ Y ~ ~ ~
~ STA t5+90 ~ - - ~ ZO ~ ~ ~ ~ 22.5' HORIZ BEND ~ ~i 40' • ~ G i ~ I ( ; 'n~ , ill s; c ' ~ -
~ / ~u `~~0 C 25 LF BORED AND JACKED STEEL t,
~ ~ ~ , ~ CASING FOR 10" VACUUM SEWER b~ ' ir~' a'L BENEATH CREEK AND WETLAND AREA _ ,'(P/ \ _ Z~ ~ ~ - -
f _ ' ~ ; ' , , ~ MAIN B ~i , . i 1, - • O, , - 1 q ~ •
/ ~ ~ st - ~ ~ N ~t.
` ~ ;
S A 6+1 ~ ~ «I o~ r 45' HORIZ BEND 7,' ~ , ' ~ .../~L,~\ VII 1j ~ ,v
/ STA ~6+36 ` f, ~ ~ r « 'tea ~
22.5' HOR1Z BEND ..,~kt~ ~ - M r ~ ~ p~ ~ , I ~ ~a 0,.~. ~ ~ ~ i" ~ , ,
. , ~ ~ _ ~ r~ ~
i tai . ` • Q ' ~ ~ ~
® N 5 0 5 10
PLA ~R CUUM SE VA 1 a~5,_0,~
SCALE: 1 "=50'
50 0 50 106
1 "=50'-0"
I i I ~ ~ I i ' I I i i l ' i j ~ TELEPHONE
i ~ j . ! , I ' ii ' j YY,4TER i -C,~BLE N I i °
i ~ ! ` + SERVICE ! I ~ € ~ lB'~ CULYEPT
' ~ ~ ~ ~ I : , : ~ ~ I GY~'TER ! ~ ~ m
' ' i ~ ' i i I ~ 11 Q ~ - i ~ ER ~ ~ 110 V/CE f /
_ ~ i ~ I i I ~
: ~ ~ : I I i ~ 1 I i
I I I i I } ' + i I ~ rl ~ ~ II N
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i ` . i i i ; i I i ! ~ i ! i I ~ I' r i ~ i Q , ,
~ ~ r-..e.______._-- _.,..v................_.,.. - - _..-s_...._.,...,............... - t ( I ! I i . ,
I I I I i ~ I , I J i - I + STA f 13+82 ~ ! i ~ , I DIVISION VALVE ; ~ ~ ' a ~ AND VALVE BOX
~ ~ i ~ ~ ~i • ~ ~ ~ ~ I 10° PVC 0.38% i ~
' ' ! ' ~ i ' ~ I l a ~ STA f 13+88 -y / ~ ' ; ~ I SIDE LINE B-1 a
I ~ I ~ 1 I ~ ~ ~ ! ~ 100 ' ~ ~ ~ ~ ~ ' ~ ~ ~ ! I ' INV 105.40 z 100 _..I....
~ ~ )I ; f ~ ~ E ~ ~ STA t 13+88
I i i ~ I 1 ~ I ~ ~ ~ i ~ INV 103.23
~ ~ ~ i I 1 , ~ ~i i /I, - ~ ~ ~ ~ ~C,9BLE IY ` ) ~ 45' HORIZ BEND ~
i I , I i, ~ I i i ~ i
! YYRTER~ i ~ i ! ~ I i SEPU/CE / YYRTER ~ . { I 1 ~ i i it ! ~ 3 I I SERU/ E i r- , {
i ~ - ~ ! . _1. I i i ~ / ~ ' ~ 1 i
! ~ ~ ! I~ I I I I ' I I i I ~ ~ '
s j i I / ~ I i i i I I Ir ~ ! + ~ i ~
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: I ; ~ i i ~ ..w....._.... - -
-Ir--.._.___.__.__._._.__ I I_- T ~ i J,__.-__...._.....__- ~---__._...____....-----r---_....__._..~-.._.._~ i i ~ ~ I ~ E,nsrir~c ; _i ~ ~
I i ~ i I ~ i ~ GROJNG i I I ~ Y~ ~ i l I
! ~ ~ I _ : i _ , ~f ~ ~ ~ ~ ~ _ I I - ( ~ ~ I f ~ I t
~ - ~ - ~ ~ . i ~ z ' I ~ ~ I ( '
I I I I ~ ~ ~ ~ j ~ ! ; , { i i I ~ ! _ I _ I ~ _ _
i ~ ~ - ~ i 1 I
i , I ~ j i MIN 3' ' I I i 1 i a
COVER I i i j ~ i 1. i i ~ P i ~ ~ 1 ~ ~ 1 i I ~I` ~
I BY OTHERS ;THIS CONTRACT ~ ~ r + I ,
i i ~ I i i I i i I ' I ~ ' 80 I ~ i I
SD i ~ i ~ ' I r I i i { ~ - ; i t i ~ ~ ~ u STA t7+82 ~ ~ ~ k ~ ~ I i ~ •
~ I ~ i i lNV 81.04 I i I ~ ~ I ~
I i 3 i i I I ~ i ' ~ ~ E I ~ 1 ~ ~
I i ~ ! I ~ ~ I ~ I ~ 0.95% ~ ~ ~ ~ I I I ~
' ~ " PVC ~ ~ ! ~ i i ~ 10 r i , e li ~ , + ~
I I ! `
a I ~ i STA t1+95 i ~ I ' i i i I i ~ 1 ~ _.k^. ._s_
~ j VACUUM STATION I ~ 125 LF 20°4 STEEL CASING I I I INV 75.48 [ I FOR 10 VACUUM SEWER I ( ~ III
I i STA t0+00 I i ? j ~ BENEATH{ CREEK AND WETLAND AREA
VACUUM STATION ~ ~ ; ~ ~ 1 j I ' ~ ~ ' ~ l ~ f 70 I I ~ ~ ~
70 ~ INU 73.fi3 I~ ~ i
h ~ ~
N r~ ~ ~t d' ~M N~ N~ ad' n d' Ofd tD~ NN t0~ OJT NN ~ d. r ~ ~ ~ ~ O ~ ~ ~ ~ ~ ~ h ~
~ ~ ~ h ~ SD ~ r. ~ pp R7 W r~ ~ In ~ ~ p ~ t0 ~ ~ ~ ~ ~ ~ OJ ~ o~ ~ D~ ~ 0~ ~ al ~ fA 01 a1 01 - ~ r r-
2+QO 3+00 4+00 5+00 fi+00 7+00 8+00 9+00 00 10+00 11+00 12+00 13+00 14+00 15+00
0+00 1+00
® O Ff LE ER P VACUUM SEW
22.09.20i0LfSA A MITCNELl.~UNITEDS7ATES~GH~TAU ~ " ' P: 44Q21\21-NAtNS\DRAWINGS\CiviL\k0021-C20-C24-PP,DwG SCALE: ~ _JQ HOR~Z, ~ =5 VET
~$~~6~8i~3~~g CITY OF GOLDSBORO, NORTH CAROLINA
N,P ~~~P' ~ it NOTES' ~
® / ~ ~ ~ ~r Under round facilities, structures, and utilities have been plotted from PLLG ANNEXATION PHASE I VACUUM SEWER SYSTEM
erefore their locotions must be ~ ~ ~ ~ ~ i',, available surveys and records, and th t,
nnolricrar( nnnrnvimnba nnlu ThAra mrni hP !~~'h PYC tFIR P.XIS~P.71C: P. Of w e ~ L: 'ii ~
V VIfvIV Vf VV nllffw v+ + vi rr ~ -which is presently not known. The Contractor shall comply with the
FINAL -NOT FOR CONSTRUCTION Q North Carolina Underground Damage Prevention Act. Before excavating, 1 JHE 10/10 G - flit VACUUM SEWER -MAIN B 3128 HIGHWOODS BLVD, SUITE 140 PLAN AND PROFILE
the Contractor shall notify each utility owner having underground BSR/JSS 10/10 SRH LAM/BSR/JSS
utilities located in the area to be excavated, either orally IssuE proposed DRAWN DATE CHECKED DESIGNER APPROVED DATE 9 days prior No. not less than two nor more than 10 workin or in writing,
to starting, of intent to excavate. The North Carolina One-Call Centers PROJECT SUPERVISOR DEPARTMENT SUPERVISOR RALEIGH, NORTH CAROLINA
phone number is 81 T. ISSUE - - - - - , - - - - - - - - - - - - No. DRAWN DATE CHECKED DESIGNER APPROVED DATE NC REGISTRATION NO. P-0158 JOB NO. 40021 CONTRACT NO. N/A =DRAWING C-20 I -

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- s. + r - , 1. ~ - . , - - -
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fFi: STA ~0+43 ~ ` i »,;~-z _ ~lvti;- ~ ' ' M " -:;.o ~ li j~A:~, ~ Z% - ` _ - , O ~_v 45' HORlZ BEND. E ' 'THIS CONTRACT - _ ~ , ' a _ - _ _ ~s... o ~ - - \ , / / ' O ~ ~ ~ v I [ ~ ~
_ ~ ~ . ~ - ,G ~ , , - ~ BY OTHERS ~ s. ~ ~ - - ~ tr ~ ~ - o - _ - _ - , , , o ~a ~ ~ ~ ~C
to r ; _ ~ ~ f "F'..rtd - O ~ "~d . - - 9TA '~0+53 :STA t0+33 M ~.w- + a ~ ` '
o-. ~ _ 45' HORIZ BENO~ .-'45 HORIZ BEND - ~ _-o - o_..._ _ . i _ ~r - ~ _ a- Vim,,,,,,... 35?~...M . + 4i~ - o - X i (..v f t - -
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o ' 1L,ODr ~ o ~ - 10" PVC VACUUM STA t6+18 1
~ ~ , xi'' SEWER-MAIN C 45' HORIZ BEND ~ _ ' • < , STA t0+33 ~I- - 10' ,1' 10" PVC VACUUM ~ ~ ~ ~ ~ ~
~ ~ ~ ~ STA t$+1$ 45' HORIZ BEND ~ - : , . - ~ ~ 45' HORIZ BEND SEWER-MAIN C ~ \ ' -:.'-~Q~~~ , ` ~
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~ BY OTHERS STA ~ 15+8 i \ ` ~ ~ , ~ 45' HORIZ BEND`~'~`i.~,~„'
i' .I

5 0 5 10 1 ~=5'-0„
W LAN VAC M SE ER P UU °e~ 50 0 50 100
SCALE: 1 "=50'
310
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i I i : j ~ I I I ~ ~ I f I ~ _ f , ~ I I ~ ~ I
I I ~ , I I r I k , i i , } i I I i I ~ I i I ~ ~ REGRADE (AREA WITHIN ~ EMENT ~ i I I ~ i I FROM STA. i 3+25 TO 1 +40 ~
I I I i , ~ i 1 iI I I i ~ I i i~ I ~ i i .
' i I I i i ~ ~ ~
, l I I 100 I ~ s ~ ~ I I ~ i ~ I - _ I_ ' ~ __.__....._._.-_..__~_~_~___...__._._I--____....__.__._ ~ i i ~ cn 100
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~ ; I ~ i ~ I ~ ~ ~ EX/ST/NG REGRADE AREA WITHIN EASEMENT { ( I ~ GRO?NO FR0~1 STA. 7+60 TO 9+90 EASEMENT I ~ ~ % ~ I ( ~ ~ ~+90 ~ ~ ~ 1 ' ~ n
j ~ I I ~ I I I I i I i I I I I I ~ i ~ I
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j i , i ~ 1 I \ r; ~ j I 3 i iti In
i I i i ~ C i ~ ~ ~ ~ ~ i i I i ~ , I ~ I I / ~ 1 i i i I 0 i i ` I j I I I ~
' ~ ' I I i ~ \I'~ / i i ~ i i I ~ 1 I I i ~ ~ I ! I\
I ~ t i I I I I i , ~D : ~ i I I i ' ~ ( i ~ / i - I I ~ ~ i ~ DI 90 ~ ~ ~ , \ ! i - I T. J __,_m,__. i i _..-,..,_.__m______,.__.___._. I O _ _
, ~ ~ ..._._1 ~ ~ ~ ~ ~ ~ I I i € ~ ~ _ ~ ~ I I i ~ ~ \ ~ ~ ~ , i t i Z
I ' l I ~ --f I j i I -~.i ~ I ~ I i I i ' ~ ( ~
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, _ - - I ( j i ~ I _ ~ MIN 3' I I i ' 3 I ~ I i ~ COVER ~ I I i I ~ ( I
! BY OTHERS THIS CONTRACT i ; ~ f I I ! I , I ~ i I ~ ' ~ ~ i 10" PVC C~ 0.20 I I__.._.__.
I ~ r-- TYP I ~ I ~ I 1 I ~ i i i I ' ~ r I I
i I I I ~ i i ~ ~ I i ~ i ~ I s I I I i € ~ ~ ~ ( II, STA ~ 12+00 j ~ j
I E ~ ' ~ i 1 ~ ~ 2.40q' ~ STA t7+96 I I I i ~ : ~ i, , i P ' ; I ~i ~ DIVISION VALVE f I ~ ~ ~ AND VALVE BOX { i li I I
V 4.74 IN 8 ~ I 0 1 I I I i ' I , ~ I
, I I ~ , 8D i r I i ~ I ~ I - - i I ~ I ` i r ; SO II ~ I I ~ ~ I ~ I ; i i ~._.-~_-_-____m._ ~ F
T ~ , - I I : i j ~ ' i , ~ i i
~ i i I I I I ' j STA f6+21 i € I 1 ! I i INV 81.24 I ~ ~ I j I
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cad n~ an~1r ro~ m~ ~ ro ~ ~ ~ ro rn rn ~M Mrs `~d~ hl^+ O Op
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 7 14+00 11+00 12+00 13+fl0 14+00 15+00
SEWER -PROFILE VACUUM
30A9,2919 USA A MITCHELL~UNITEDSTAiES~GHD/AU „ , ~ , P:\40021\21-MAINS\DRA4NlNGS\CIVII\49021-C30-PP.©WG SCALE: 1 =rJO HORIZ, 1 =5 VERT
NOTES: ~q~,~~~~~a~~k~d~$~~ . CITY ®F QLDS CR08 NORTH CAROLINA
Under round facilities structures and utilities hove been lotted from
;4f available surveys and records, and therefare them taco#lons must be ~ ANNEXATION PHASE XI VA UM SEWER SYSTEM
r~nncirlwr~r~ nnnrnvimn?w only Thfr'r mnv hn nfh~ra. the AXt.SfttlCd Qf ~m ~ ~ e &~T~~'a ~ ~ / PLLC CU
which4 isV presently not known. The Contractor shall comply with the f IL a R I IN vomlo %w^ W, W LA ® Vi 1 d
FINAL _ NOT FOR CONSTRUCTION North Carolina Underground Damage Prevention Act. Before excavating, JHE 10/10
the Contractor shall notify each utility owner having underground BSR/JSS 10/10 SRH LAM/BSR/JSS T SEWER - MAIN C Ila VACUUM s R
utilities located in the proposed area to be excavated, either orally issuE DRAWN DATE CHECKED DESIGNER APPROVED DATE® or in writing, not less than two nor more than 10 working days prior NO, 3128 HIGHWOODS BLVD, SUITE 140 PLAN AND PROFILE
to starting, of intent to excavate. The North Carolina One Colt Centers PROJECT SUPERVISOR DEPARTMENT SUPERVISOR RALEIGH, NORTH CAROLINA
hone number is 811. p ISSUE DRAWN DATE CHECKED DESIGNER APPROVED DATE f ~f~ NC REGISTRATION NO. P-0158 JOB NO. 40021 CONTRACT No. N/A DRAWING C-30

DIVISION VALVE SUPPORT INFORMATION
VALVE SIZE SUPPORT SIZE 6' MIN. FROM TOP OF LIFT
4" 1" THICK X 1.75' SQUARE
SCHEDULE 40 WYE FITTING
6° 1" THICK X 2.25' SQUARE
FLOW FLOW
FLOW 8" 1" THICK X 3.00' SQUARE
VACUUM BRANCH 10" 1" THICK X 3.50' SQUARE 45' SCH. 40 BEND, TURNED UP VACUUM
45' BEND 22 1/2° BEND 1" THICK X 3.50' SQUARE TWO 45° SCH. 40 BEND, TURNED TO SIDE SEWER SDR 21 PVC PIPE MAIN
STANDARD CAST ADJUSTABLE 12
MAiN LINE WYE VALVE BOX WfTH COVER, DIVISION VALVE ROLLED AT 45' PROVIDE PRECAST CONCRETE VALVE EXTENSION WITH
"VALVE BOX PROTECTOR RING" FROM UALVE PIT ~ 3" LATERAL, 2" OR 0.2~ FALL FROM VALVE TO MAIN (MIN.)
FOR VALVES IN UNPAVED AREAS. 2" SQUARE NUT ~ POSSIBLE PAVEMENT
GRADE
- BOTTOM 4F BRANCH ,~/~/,~~~'~.}~•.i:r. ,J'.''• t:::;•;a `til 4 ..,Y.t.,:.. . IS AT TOP OF MAIN ~ ''.f•"s: r•.'t~. VALVE PIT TO MAIN CONNECTIONS
NOT TO SCALE
VARIES WITH ~ ,
45° BEND a IZE FILL A ELL X SOCKET LINES COMPACTED , ,
/ DIVISION VALVE 2' M!N (2) 45° sENo
22 1 2' BEND ELL X SOGKEf ~ VACUUM MAIN
TRACER WERE, EXTEND `
TROUGH VALVE BOX ~ ~ . UP H ~ . _
FLOW '
(2} 45' BEND
VACUUM MAIN _ _
REDUCTION WYE AT 45' FLOW 2'-0"
..A.a, . _ MIN.
NECTION N E C ~t. ON MAIN L TO RANCH MB VACUU Y
CLASS B CONCRETE NOT TO SCALE PIPE EMBEDMENT MATERIAL SUPPORT
(1)
GATE VALVE WITH NON-RISING STEM AND RESILfENT COATED WEDGE.
MECHANICAL JOINT CONNECTIONS. (1} 45' WYE, SOCKET x SOCKET x SOCKET
MUST PASS 3" DIA. SOLID MINIMUM, (2) 45' BEND, SOCKET x SOCKET
UE TAP AL G O PTI O N AND ALVE VISION V DI VALVE SERVICE CONNECTIONS CA E IN DIRECTION NOT TO SCALE NOT TO SCALE
NOT TO SCALE
NOTE; 90 DEGREE BENDS ARE NOT PERMITTED
45° BEND SLOPE PIPE BETWEEN LIFTS -SEE SCHEDULE
(NO LIFTS PER DISTANCE ON SCHEDULE)
45' BEND "~-,.___F'LO_"`__---------_____
ROADWAY OR GREEK R. ~ ~ Z~--_~~__~~'
.o
i\ ~i \ br .Iz
~ MQ 2
~\\`~\~\!\~~\i\\\! SLOPE SCHEDULE i, .
CASING SPACER RUBBER END SEAL CARRIER PIPE SEE PLAN SS PIPE DIAMETER MIN. FALL 0.2% OF DISTANCE
SEE PLANS FOR CASING FOR SIZE AND LENGTHS!
AND CARRIER PIPE SIZES ~ 3" 0,20 FT 0.2% 100 FT
STORM SEWER TRACER WERE (TYPICAL}
20° 4" 0.25 Ff' 0,2% 125 Ff
- „ 6'-O~~ 6'-Q® MIN. 1' O" 6 O
12" 6" 0.25 FT 0.2% 125 Ft
g" 0.25 FT 0.2% 125 FT A
is f:~ `~'.~,';'f'r;::
CASING PIPE STEEL ENCASEMENT PIPE, SEE PLANS ANb SPECIFICATION 10" 0.25 FT 0.2q 125 FT
FOR DETAILS
VACUUM MAIN GLASS B 12" 0,25 Fi' 0,2y 125 FT 1
SAND TO 3/4 OF NOTE: GQNGRETE
CASING INSIDE DIAMETER STEEL CASING TO EXTEND A MIN. OF
5'-0" BEYOND THE EDGE OF PAVEMENT OR TO THE LIMITS SHOWN FOR CREEK
CROSSINGS. LIFT DETAILS AND SLOPE SCHEDULE
CASING CHOCK
SSIN O _ LITY C UTI TYPICAL TOSSING NOT TO SCALE
sAND TO 3 4 of NOT TO SCALE
CARRIER PIPE / CASING INSIDE DIAMETER
DETAIL
DETAEL NTS NTS (CENTERED
(STD. CONFIGURATION) CONFIGURATION}
RE DETAIL A K AND BO PIC L J TY
NOT TO SCALE
GENERAL NOTES:
LIFTS: SERVICE LINES:
1, MINIMUM SLOPE BETWEEN LIFTS 0,2O~ X 1. MINIMUM LENGTH OF PIPING FROM MAIN TO
LENGTH OR 0.25 FC. FALL, WHICHEVER IS VALVE PIT = 5'-0".
GREATER (FOR 4" AND LARGER VACUUM LINES). 2. SLOPE FROM VALVE PIT TO MAIN -2" OR 2, FOR 3" SERVICE LATERALS, MINIMUM SLOPE q,2O% FALL (WHICHEVER 35 GREATER},
BETWEEN LIFTS = 0.2% X LENGTH OR 0.20 3. MINIMUM DISTANCE FROM VALVE PIT TO
FEET FALL, WHICHEVER IS GREATER. LIFT IN SERVICE LINE -5'-0°.
3. MINIMUM SPACING BETWEEN LIFTS - 20'-0°, 4. MINIMUM DISTANCE FROM LIFE iN SERVICE 4. MAXIMUM ELEVATIONS IN ANY ONE LIFE - L{NE TO CROSSOVER CONNECTION-5'-0".
3'-0".
CROSSOVER CONNECTIONS (SERVICE LINE OR BRANCH CONNEC11ON TO MAIN)
1, MIN, SPACING BETWEEN ANY TW4 CROSSOVER CONNECTIONS - 5'-0",
2. MIN, DISTANCE FROM TOP OF LIFT TO ANY CROSSOVER CONNECTION - 6'-0". 3. ALL CROSSOVER CONNECTIONS MUST ENTER OVER TOP OF THE MAIN (WYE IN VERTICAL POSITION
OR 45 DEGREE ALTERNATE ALIGNMENT).
4. LONG TURN 90' PERMITTED AS PART OF CROSSOVER TO MAIN CONNECTION AT MAIN LINE ONLY.
p1,09.20tOLiSA A MITCHELL/UNETEDSTATES/GHQ/AU
R;\9p62 i \2 i -MAINS\DRAWINGS\CIVIL\9002 S -C41-DT,DWG CITY OF GOLDSORO, NORTH CAROLINA
~Q~~gf;9h~8~&i@¢~~~~ rf `t r r'
NOTES. ~~~~4~ f~ T~ PLLC ANNEXATIO PHASE XI VACUUM SEWER SYSTEM
der round facilities, s#ructures, and utilities have been plotted from ~ Un ~ ' g mUSt be a ~ r x available. surveys and records,~and therefore their locations pp~~, *y:
~
considered approximate omy. mere may oe acrrers LIM cAc GG u
which is presently not known. The Contractor shall comply with the CONSTRUCTION ~ g GHD-Affiliated Company VACUUM SEWER DETAILS
North Carolina Underground Damage Prevention Act. Before excavating, FINAL - NOT FOR (,f 1 JHE 10/10 the Contractor shall notify each utility owner having underground JSS 10/10 SRH LAM
area to be excavated, either orally ISSUE utilities located in the proposed DRAWN DATE CHECKED DESIGNER APPROVED DATE 3128 HIGHWOOOS BLVD, SUITE 140
two nor more than 10 working days prior NO. or in writing, not less than ors m to starting, of intent to excavate, The North Carolina One-Gaff Center's PROJECT SUPERVISOR DEPARTMENT SUPERVISOR RALEIGH, NORTH CAROLINA NC REGISTRATION NO. P-0158 JOB -NO. 40021 CONTRACT NO. N/A =DRAWING C-41
phone number is 811. ISSUE DRAWN DATE CHECKED DESIGNER APPROVED DATE _ NO.

I D
i\~i ~ij~ /j/~
\ C a ' , / ~ \ D ~
/ Q
IME~ HORfZ~NTAL ANCHOR D IOR DIMEI~lS1ONS P D D d D a D. D
UP TO 250 P.S.I. WORKING PRESSOR )RKING PRESSURE ~ p b
4
PLUG, CAP, TEE 90° 45' A1PE 45' 221/2' 11 1/4°
SIZE OR TAP SLEEVE BEND BEND IN eEND eEND BEND 1 ATION IQN°
INCHES H L H L H L L H L H L
2'-0" 1'-O" 1'--6" 1'-O" 1'-6" AS REQUIRED
M 1'-6" 2'-6 2 -0 2'-6 1 -6 2'-0" 1 STRAP E
6" 1'-6" 2'-6" 2'-0" 2'-6" 1'-6" 2'-0" 1 2'-O" 1'-0" 1'-6" 1'-0" 1'-6" PIPE ~ 4" 4" 3 AS REQUIRED ~ 3/g"
8>' 1'-6" 3'-6" 2'-6" 3'-6" 2'-0" 2'-6" 1 I 2 -6 1 -6 1 -6 1 -0 2 -O"
10" 2'-6" 3'-6" 3'-0" 4'-6>' 2'-6" 3'-0" 1 3°_O°~ 1,-6„ 3'-On 1'_0„ 2'_6„ I I 1 P
12" 3'-6" 3'-6" 3'-6" 5'-0" 3'-0" 3'-6" R i" 3'-6" 2'-6" 2'-6" 1'-6" 2'-6" D A ' D '
d ~D". 'e A. D. r _ a D d ' I„ qr...6„ nr-6n ~r-6„ ~r-^u 2.-O" D A d .D ~ D ~ p - 1uy
14" 3'-6" 4'-6" 4'-0" 5'-6" 3'-6" 3'-6" ' JJ L D ANCHOR o ~ D D 1
16" 4'-0" 5'-0" 4'-6" 6'-6" 3'-6" 4'-6" 80LT D D D D aD d 4'-6" 2'-6" 3'-0" 2'-0" 2'-O" ' A P D ~ c D D N
i$" 5'-0" 5'-6" 5'-6" 7'-0" 4'-0" 5'-0„ i" 5'-O" 3'-O" 3'-6" 2.-0„ 2'-6„ D A P A~ '.D D d .A D A, 'D'
' DD~ D
20" 5'-6" 6'-0" 6'-0" T-6" 4'-6" 5'-6" 5'-6" 3'-6" 3'-6" 2'-6" 2'-6" a D CONCRETE D D.
24" 6'-0" 7'-6" T-0" 9'-6" 5'-0" T-0" ~ i" T-0" 4'-0" 4'-6" 3'-O" 3'-O" ~ ~D ^ D. D 9 d a , .A .D a CONCRETE
E a .
D
A
VERTICAL BEND
ANCHOR STRAP DETAIL
No7E:
ALL EXPOSED PORTIONS OF ANCHOR STRAPS TO RECEIVE
A MINIMUM OF 2 FIELD COATS OF BITUMASTIC MATERIAL. i\\~ c
D D USE CHART UP TD 300 PSI WORKING PRESSURE,
\f~\//\~//\ D
\'~\//j\//
1.5-INCH TYPE SF-9.5A TYPE SF-9.5A
V W OVERLAY FROM CURB TO CONCRETE DRI E AYS FROM CURB TO CURB USE SAME DIMENSIONS A5 FOR HORIZONTAL BEND ANCHORS
RA DRIV AY 6-INCHES 3,000 PSI CONCRETE, MIX N0. 2 WWF 6X6-W2.9xW2.9 3-INCHES TYPE 8-' NCHES TYPE 8-25.08
6-INCHES ABC (COMPACTED DEPTH) V
FINISHED GRADE ASPHALT DRI EWAY 2-INCHES TYPE SF-9.5A 6-INCHES AB 6-INCHES ABC
(COMPACTE0 (C0MPACT£0 DEPTH)
6-INCHES TOPSOIL, SEED, MULCH 6-INCHES ABC a 6
12" (MIN) 12" (MEN) 12" TYPICAL (COMPACTED DEPTH) 12" (MEN)
L
- 00 0 00 0 0 0 00 0 0 a/\~ii\Y' t UNDISTURBED \ 8
Ooo0oo00000 oa0o i/\~//~~//\~//\`/~ , ~ ~ SOIL , D . . .
- o0 000 c0 0 00 0 00 00 00°°~~}00Qo~}0 ° coo 0o00o0G 0 oa0°o 0,00 00°000 0 ~Oa o Oa 0 o a 8 0 o a -I-I - ~ +i
- d~ - N -
~ N - FINAL BACKFILL FINAL BACKFILL FINAL BACKFILL (\/\J~
TYPE A-1 MATERIAL OR SELECT TYPE A-1 MATERIAL OR SELECT TYPE A-1 MATERIAL OR SELECT P j / B ~f
BACKFILL MATERIAL PLACED IN 12" BACKFILL MATERIAL PLACED IN 12" BACKFILL MATERIAL PLACED IN 12' ~`%i j\ ~
- LIFTS AND COMPACTED TO 959 OF LIFTS AND COMPACTED TO A MAX. DRY DENSIII' PER MINIMUM 95~ OF MAX. DRY LIFTS AND COMPACTED TO A ~ ~ f` MINIMUM 95% OF MAX. DRY
AASHTO T99, DENSITY PER AASHTO T99. DENSITY PER AASHTO 789.
METALLIC MARKING TAPE FINAL BACKFILL METALLIC MARKING TAPE FINAL BACKFILL METALLIC MARKING TAPE FINAL BACKFILL
SEE PIPE EMBEDMENT DETAIL SEE PIPE EMBEDMENT DETAIL % / / / / /~/i UNDISTURBED SEE PIPE EMBEDMENT DETAIL % 501E
~ UNDISTURBED
ILL AND RESTOI FINAL AF RESTORATION FINAL BACKFILL AND RESTORATION A A FILL AN D I B FN L RESTORATION ~ 5°IL
S I CITY STREET ,EFTS ~ D D ~ <
I UNPAVED AREAS IN DRIVEWAYS ° % H % H
\
//i///,~//\\/\~~// ~//~~/i
SEE FINAL TRACER WIRE SEE FINAL TRACER WIRE BACKFILL DETAIL N0. 12 BARE COPPER BACKFILL DETAIL N0. 12 BARE COPPER RE COPPER sACK~1tN.LLD£TAIL SECTION A-A SECTION B-B
ALL H IZONTAL BENDS TEE OR TAPPING SLEEVE
6" (MIN) ~ 6" (MIN} ~ 6" (MIN) ~ 6 (MIN> THRUSTBLOK DETAIL
- INITIAL BACKFILL - INITIAL BACKfiLL
i €NITIAL BACKFiII
TYPE A-2 (MIN) (MIN) - N0. 67 AGGREGATE (MIN) (MIN) - TYPE A-2 (MIN} (MIN) - -I- - PIPE SPRINGLIN£ -I- - PIPE SPRINGLIN£ -I- - PIPE SPRINGLINE
- HAUNCHING - HAUNCHING - HAUNCHING UNDISTURBED SOIL
4" (MIN) BEDDING 6" (MIN) BEDDING _ 4" MIN BEDDING \
_ - _ - _I _ - - -i W I ~ L , H ~ ~ 4
CLASS A RIPRAP DEPTH AS REQUIRED
- (MIN, 12 INCHES)
UNDISTURBED EARTH UNDISTURBED EARTH PIPE FOUNDATION, WHERE NECESSARY IN UNDISTURBED EARTH
IN STABLE SOIL CONDITIONS IN STABLE SOIL CONDITIONS UNSTABLE SOIL CONDI110NS IN STABLE SOIL CONDl110NS NOTE;
UNDISTURBED EARTH SE£ CHART "HORIZONTAL ANCHOR DIMENSIONS".
IN UNSTABLE SOIL CONDITIONS
US£ WITH CHART UP TP 150 PSI WORKING PRESSURE.
ER MAIN EMBED TY SEWER PIPE EMBEDMENT SD21 PVC VA W DENT SDR 21 PVC AT CH 40 PVC GRI CIJ E ER EMBE S EMBEDMENT
P U AP
TRENCH DETAILS
NOT TO SCALE
THRUSTLOK ETAL
31.08.2010 LISA AMITCHELL/UNITEDSTATESJGHp/AU P;\40021 \21-MAINS\DRAWINGS\CIVIL\40021-C42-DT,QWG
~~~~p~9~S6~96pd NOTES: 6~: s~g~~ CITY OF G0L RO, NORTH CAROLINA
~ ~ ~ ~J Under round facilities, structures, and utilities have been Potted from ~ ~
avaNable serve s and records, and therefore their locations must be ~ ,~p Y FL~c ANNEXATION PHASE XI VACUUM SEWER SYSTEM
nnncirl©rorI nnnrnvimnfo nnly Thara mnv fta nfhara +hp aYirtRnra. of ~ ~ n b d ' e
which isV presently InotV known, They Contractor shall comply with the _ e~~ I k¦ N W TA %00 %w^ v B w M 9 I
North Carolina Underground Damage Prevention Act. Before excavating, FINAL NOT FOR CONSTRUCTION ; 5 JHE 10/10 the Contractor shall notify each utility owner having underground dSS 10/10 SRH LAM
A GH'u- Affiliated Company MISCELLANEOUS DETAILS
utilities located in the proposed area to be excavated, either orally ISSUE 40, V or in writing, not less than two nor more than 10 working days prior No, DRAWN DATE CHECKED DESIGNER APPROVED DATE 3128 HIGHWOODS BLVD, SUITE 140
to starting, of intent to excavate. The North Carolina One Coll Centers PROJECT SUPERVISOR DEPARTMENT SUPERVISOR ~eaa®& RALEIGH, NORTH CAROLINA
phone number is 811. issue NC REGISTRATION NO. P-0158 JOB NO. 40021 CONTRACT N0. N/A DRAWING C`42
- - - - - - - - - - - - - - NO DRAWN DATE CHECKED DESIGNER APPROVED DATE

NS ONDITIO . SPECIAL C G NOTES. o T SODDIN ERMANEN P GTiCES: N D P UCTION RA
EDING A PROHIBITED CONSTR SE NOTES. NTROL N GO _ NTATIO DIME SE N AND OSLO ER
1. PROVIDE TEMPORARY SEEDING TO DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FORA t.1.DUMPING OF SPOIL MATERIAL INTO ANY STREAM CORRIDOR, WETLANDS, SURFACE ANDS, SURFACE WATERS OR AT UNSPECIFIED
RNISH INSTALL AND MAINTAIN ALL EROSION ANO SEDIMENTATION CONTROL MEASURES. PERIOD OF MORE THAN 15 WORKING DAYS WITH EXCEPTION OF FRONT LAWNS AND SIDE YARDS OF LOCATIONS, EVEN WITH PERMISSION OF THE PROERTY OWNER. t. FU > RESIDENTS. THESE SPEGIFEC AREAS SHALL BE SODDED IMMEDIATELY AFTER GRADING AS PART OF EROSION
L BE IN ACCORDANCE WITH THE NORTH AND SEOIMENTA710N CONTROL. t.2.lNOISCRIMINATE, ARBITRARY OR CAPRICIOUS OPERATIQN OF EQUIPMENT IN ANY STf BENT IN ANY STREAM CORRIDORS, WETLANDS ree~vrnl rivr r LAY SOD IN A STAGGERED
2; ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHAL T CONTROL CODE, LATEST OR SURFACE WATERS. CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES SEDiMEN SCHEDULE SHOWN BELOW, STRIPS TIGHTLY AGAENST
ITION. 2. USE TEMPORARY SEEDING ED 1.3. PUMPING OF SILT-LADEN WATER FROM TRENCHES OR OTHER EXCAVATIONS INTO i ;AVATIONS INTO ANY SURFACE WATERS, STREAM ~r vni~ PATTERN. BUTT THE EACH OTHER. DO NOT
ERMANENT SEEDING OF REMAINING DISTURBED AREAS WHERE INDICATED ON THE DRAWINGS SHALL OCCUR CORRIDORS OR WETV+NOS. I N CONTROL MEASURES BEFORE CLEARING, CONSTRUCTION OR 3. P ION AND SEOIMENTAT 0 UPON FINISHING FINAL GRADE IF GROWING CONDITIONS ARE FAVORABLE. OTHERWISE, TEMPORARY SEEDING nw r ro~v+nl LEAVE SPACES AND DO NOT
3, INSTALL ALL EROS WORK IS BEGUN, SHALL BE iN PLACE UNTIL SUCH TIME AS GROWING CONDITIONS ARE FAVORABLE. t.4.DISP05AL OF TREES, BRUSH AND OTHER DEBR3S IN ANY STREAM CORRIDORS, WE DEMOLITION CORRIDORS, WETLANDS OR SURFACE WATER OR ant, rvwy+nn lip r OVERLAP. A SHARPENED MASON'S TROWEL IS A
AT UNSPECIFIED LOCATIONS. NIFICANT RAIN - 7 3 PROVISIONS FOR PERMANENT GRQUNO COVER SUFFICIENT TO RESTRAfN vA1r HANDY TOOL FOR TUCKING nw r DOWN THE ENDS AND , nws~mi TRIMMING PIECES.
ION AND CONTROL MEASURES. SHALL BE INSPECTED WEEKLY OR AFTER EACH SIG 4. PURSUANT 70 G,S. 133A 5 W RKING DAYS OR 90 CALENDAR PERLY DISPOSE EROSION MUST BE 1,5.OPEN BURNING OF CONSTRUCTION PROJECT DEBRIS. 4. ALL ERAS p SO THAT FURTHER ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN t5 O
EVENT AND REPAIRED AS NECESSARY. SEDIMENT SHALL BE PRO OMPLETION OF CONSTRUCTION OR DEVELOPMENT. SEDIMENT TRANSPORT DOES NOT OCCUR. DAYS {WHICHEVER IS SHORTER} FOLLOWING C 2. ANY EROSION AND SEDIMENTATION CONTROL DEVICES WITH BECOME DAMAGED, CLOGG )AMAGED, CLOGGED OR OTHERWISE
NON-FUNCTIONAL SHALL BE 1MEEDIATELY REPLACED BY THE CON7RACTQR, WITHOUT A TOR, WITHOUT ADDTffONAL COMPENSATION. @~Ily,O, -ANGLED ENDS
DING NOTES AND DETAILS. 5. ,ADHERE TO THE SEEDING AND SOO INCORRECT CAUSED BY THE AUTO- MATIC SOD CUTTER MUST
W RE SPECIFIED SHALL BE CENTIPEDE GRASS, 3. ADJUSTMENT: EASONS. 1, SOD, HE , BE MATCHED CORRECTLY, ROL OF EROSION AND SEDIMENT RUNOFF TO
6;- .IMMEDIATELY APPLY MULCH TO DENUDED AREAS DURING NON-GROWING S _ UNIFORM AND UNTORN, AT A UNIFORM DEPTH OF 1 2 2 INCHES, 3.1.1E THE PLANNED MEASURES DO NOT RESULT IN EFFECTIVE CONTROL OF EROSION 2. SOD SHOULD BE MACHINE CUT / TFACTION OF REGULATORY AGENCIES HAVING JURISDICTION OVER THE P'. ON OVER THE PROJECT, IMMEDIATELY ADJUST CORRECT
NTIL CONSTRUCTION 1S COMPLETE AND THE 5ATIS L REMAIN IN PLACE. U 6 HOURS. PLAN OR IMPLEMENT ADDITIONAL MEASURES 50 AS TO ELIMINATE EXCESSNE 7. ALL TEMPORARY CONTROL MEASURES SHAL 3. HARVEST, DELIVERY AND INSTALLATION OF SOD SHOULD TAKE PLACE WITHIN A PERIOD OF 3 THE INATE EXCESSNE EROSION AND SEDIMENT
SITE HAS BEEN PERMANENTLY STABILIZED. RUNOFF.
4. SOIL PREPARATION; -WORK ORDER UNTIL SATISFACTORY CORRECTIVE ACTIC ORRECTIVE ACTION IS TAKEN IF CONTRACTOR
TACKING WITH EMULSIFIED ASPHALT, NETTING, OR ROVING OR 8Y CRIMPING WITH A 4.1. INCORPORATE PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF 2 TONS/ACRE (100 LB/100 SQ, 3.2.OWNER MAY ISSUE A STOP PART OF THE TIME LOST DUE TO ANCHQR STRAW BY MULSIFIED ASPHALT, APPLY 0.10 GALLONS PER SQUARE YARD LNG 1; T RATE OF 1000 LB ACRE 25 LB/1,004 SQ. FEET) AT 10-10-10 IN FAILS OR REFUSES TO COMPLY PROMPTLY. 0 TS OR DAMi MULCH ANCHORING TOOL, WHEN US FEET} AND FERTILIZER AT HE / ( SUBJECT OF A CLAIM FQR EXTENSION OF TIME OR FOR EXCESS COS 1E LOST DUE TO THE STOPPAGE SHALL BE THE - COSTS OR DAMAGES BY THE CONTRACTOR.
10 GALLONS / 1000 SQUARE FEET}, THE FALL OR 5-10-10 IN THE SPRING. (
4,2. CLEAR THE SOIL SURFACE OF TRASH, DEBRIS, ROOTS, BRANCHES, STONES AND CLODS LARGER THAN EA OF NORTH CAROLINA, TWO INCHES IN DIAMETER.
9: THE SEEDING SCHEDULE APPLIES TO THE COASTAL PLAIN AR 4.3. FILL OR LEVEL LOW SPOTS TO AVOID STANDING WATER. ROLL OR CULTIPACK THE SOIL TO FIRM,
AREA: CELERATEO DISTU RD ED AS TO PREVENT AC IMPACT 8c CH A MANNER DUFFER 1.
f0, E4RTHMOVING ACTIVITIES SHALL BE CONDUCTED IN SU 5. SOD INSTALLATION: EROSION AND SEDIMENTATION. 5.1, MOISTEN 50D AFTER UNROLLING, IMPACTS IDENTIFIED BY THE RIPARIAN BUFFER t`t`t` tit (ttt t~`ct'i'tt't'('t't't'c't't'P ~t4' ,trot` c "t~ t~t 't`tt
5.2, STORE IN SHADE DURING INSTALLATION t. THE FOLLOWING INDICATES THE TOTAL AREA (SF) OF ZONE 1 AND 2 IMPACTS IDENTII AND STABILIZATION CAN QCCUR IN ONE DAY. 5.3. IF DURING SUMMERTIME, LIGHTLY IRRIGATE THE SOIL IMMEDIATELY BEFORE LAYING SOD. RULES FOR THE NEUSE RIVER BASIN: 't tt~~0~ ~ I~t(+~{'~f iil~ltttt(~~ttttfitftttt~tiititit({ttitttiittitit(t(tititt ,it`+(t(~ „tt+rtft i t+ , it~t~ ~t~lt' t I tt~,~;~ ,t~t~ttt~tt~~ttttt cc a ~~~~t4~tctctctiiiitt~itt .rl,y , 0 t t+t+ I~ ~
11. ONLY EXCAVATE WHERE INSTALLATION, BACKFILL, REGRADING - 5.4, LAY SOD IN A STAGGERED PATTERN WITH STRIPS BUTTED TIGHTLY AGAINST EACH OTHER. DO NOT t t tt t i ,ittt t Ott tt4~ttttttttt t
STRETCH QR OVERLAP SOD. ZONE 3 4282 SF DITCHES AND. DISTURBED DRIVEWAY CULVERTS SHALL BE RESTORED TO EXISTING GRADES. 5,5. INSTALL STRIPS OF SOD WITH THEIR LONGEST DIMENSION PERPENDICULAR 70 THE SLOPE. ZONE 2 33t$ Sf ~ `~~k~ 4~~~ ~ti~(ctt4ttttt~ci ciat(ttuti, . s d + ~ ~ S r ~t(~t( tt t<IS.t .,itt,(, t,(,(,tlttfit tJtt~.tid. , tlUtttiUlU ~ ~ < YrrMrlrr rr t r t r t t ~t
12. ROADSIQE 5.6. ROLL SOD TO PROVIDE FIRM CONTACT BETWEEN ROOTS AND SOIL ROU. SOD IMMEDIATELY WATER TO A DEPTH MOW WHEN THE SOD IS 3ED SEWER EASEMENTS ANO ROAD TO ACHIEVE FIRM OF 4° AS NEEDED. ESTABLISHED - IN
FILLED AND REGRADED AREA 5.7. IRRIGATE UNTIL THE SOIL IS WET FOUR INCHES BELOW THE SOD. 2. LIMITS OF DISTURBANCE ARE GENERALLY WITHIN EXISTING AND PROPOSED SEWER EASE 13. WHERE SODDING IS SPECIFIED ON THE PLANS, TEMPORARILY STABILIZE BACK - CATION PRACTICE AS NEEDED UNTIL GRASS TAKES ROOT. SS SHOWN OTHERWISE BY THE LOD LINE. CONTACT WITH THE SOIL. WATER WELL AS SOON 2-3 WEEKS. SET THE AS THE SOD IS LAiO. MOWER HIGH (2"-3'}.
DEGRADEABLE ROLLED EROSION CONTROL PRODUCT DESIGNED FOR TEMPORARY SHORT TERM 5.8. REPEAT IRRI OWING TRACTOR NOT PERMITTED), RIGHT-OF-WAYS UNLE WITH A 5.9. PROVIDE MOWING OF SOD FOR ONE MONTH AFTER PLACEMENT (M
INSTALLATION UNTIL SODDING CAN OCCUR. 3, LIMIT OF DISTURBANCE FOR OVERALL PROJECT [S 21.7 AC.
OCCUR PERMANENT SEEDING SODDING OF DISTURBED AREAS STABILIZED WITH AN ROLLED EROSION CONTROL PRODUCT SMALL 4. NEAREST WATERBODY IS UNNAMED TRIBUTARY TO LITTLE RIVER. 14 APPEARANCE OE GOOD SOD
APPROXIMATELY EVERY TWO WEEKS AS WEATHER PERMITS, 1. CENTIPEDEGRASS TO BE U5E0 IN ALL AREAS TQ BE PERMANENTLY SEEDED (I.E., ALL DISTURBED AREAS NOT FENCE SHALL BE USED ON THE EDGE OF ALL RIPARIAN BUFFER: IPARIAN BUFFERS.
SELECTED FOR SOD). 5. BUFFER PROTECTION E LOD SHALL HAVE STANDARD INLET PROTECTION.
15, ALL STORM INLETS WITHIN TH 2. SOIL PREPARATION: HS DOTS OR GRASS BLADES.
2.1. INCORPORATE PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF 1 TONS/ACRE AND FERTILIZER AT 16, STAGING AND STOCKPILE AREAS ARE DENOTED ON THE CIVIL PLAN SHEETS. ACRE OF 10-10-1Q OR EQUIVALENT, THE RATE OF 1000 LB/ , GRASS SHOULD BE GREEN AND HEALTHY, MOWED AT A 2"-3'
RATE LIME AND FERTILIZER EVENLY INTO THE TOP 4 - 6 INCHES OF SOIL 8Y DISKING OR CUTTING HEIGHT,
SHALL BE FILTERED THROUGH A SEDIMENT FILTER BAG 2.2. INCORPO M TRENCHES OR PITS OTHER SUITABLE MEANS. WHEN USING A HYDROSEEDER, APPLY LIME AND FERTILIZER TO A ROUGH, 17. WATER REMOVED FRO
BEFORE DISP05AL. LOOSE SURFACE. RIS ROOTS BRANCHES, STONES AND CLODS LARGER THAN 2.3. CLEAR THE SOIL SURFACE OF TRASH, DEB ,
L BE CLEANED IMMEDIATELY AFTER USE EACH DAY. TWO INCHES !N DIAMETER. 1$. PAVED AREAS CONTAINING EXCAVATED MATERIALS SHAL DEAD EAVES~UP TOPt/2'STHCK.
2.4. FILL OR LEVEL LOW SPOTS TQ AVOID STANDING WATER. ROLL OR CULTIPACK THE SOIL TO FIRM. Illt~ ROO.f ZQ~ -SOIL ANO 80075.
PLANS. TWO PROPERTIES CAN SERVE AS STAGING SEEDER DRILL CULTIPAGKER SEEDER, OR 19. STOCKPILE AND STAGING AREAS ARE DENOTED ON THE LNG CENTER CORNER ON BUCK 3. APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP-TYPE , L AND ONE IN THE SHOPP ,REFER TO THE NORTH CAROLINA SEDIMENTATION AND ER4510N SHOULD BE t/2°-3/4' THICK, WITH DENSE ROOT MAT FOR STRENGTH.
AREAS: ONE AT THE END OF EAST OOE TRAI FFICE TRAILER IS AVAILABLE ATTHE VACUUM HYDROSEEDER ON A FIRM, FRIABLE SEEDBED NE. SPACE FOR AN 0 G ETHODS DEPENDING ON THE TYPE OF SEEDER USED. SWAMP ROAD ACROSS FROM ASHBY LA CONTROL MANUAL FOR SPECIFIC SEEDIN M
STATION SITE,
4, IRRIGATE FREQUENTLY TO ESTABLISH.
Y ESTBLISHED FERTILIZE SPARINGLY IN SPRING WITH NO PHOSPHORUS, 5. ONCE FULL , SODDING
ER SEEDING MOWING TRACTOR NOT PERMITTED), NOT TO SCALE
6. PROVIDE MOWING FOR ONE MONTH AFT
E: ENC SE U CTION A / ,
NSTRU CO ~ r j ~ TD•
SOIL AMENDMENTS MULCH ER APPLICABLE PERMITS AND APPROVALS. REVIEW THEIR SEED 1. OBTAIN NECESSARY GRADING AND 0TH ,;~/r; 6~
CONDITIONS, ANNUAL LIMESTONE 10-10-10 STRAW RYE LESPEDEZA FERTILIZER CROSS SECTION ~ / / ~ ' i; / ~ i/ TYPICAL STAPLES N0. 1t
WORK ACCORDING TO THE LAND LB ACRE) (LB/ACRE) (LB/ACRE} / r ~ / / GAUGE WIRE
UAUTY INSPECTOR AHEAD OF PROJECTED START OF R 15 ( / LB ACRE (LB/ACRE} 2. NOTIFY THE LAND Q DEC 1 TO AP ) QUALITY APPROVAL. ri, ~r /fir
2 Doo 750 4,000 120 50 , ~'r/ r~~r// , ~ / ~
3. FLAG THE WORK LIMITS AND PROTECTED AREAS. 1Q-10-14 ~ r f ~ ~~y ~ yy y ~y ~ y y y
GERMAN MILLET LIMESTONE FERTILIZER STRAW yy i// rr ~
RANGES INTO STOCKPILE/STAGING AREAS. LB/ACRE) (LB/ACRE) (LB/ACRE) . CLEAR AND INSTALL STABILIZED CONSTRUCTION ENT ( (LB/ACRE) 4 APR 15 T4 AUG 15 / V'
T CTION FENCING 50 I=FFY FROM 7QP 2 pQQ 750 4,000
5. BEFORE WORKING NEAR RIPARIAN BUFFERS, INSTALL BUFFER PRO E 40 , OF STREAM BANK. 10-10-10 y ir'r r r r r y y
RYE (GRAIN) LIMESTONE FERTILIZER STRAW ~ ~ / r 3' ~ /
INSTALL STANDARD INLET PROTECTION ON ANY NEARBY STORMWATER INLETS. LB/ACRE) (LB/ACRE) (LB/ACRE) 6 30 ( (LB/ACRE) AUG 15 T4 DEC y,'/ i, ! i / rl
FENCING WHERE N07ED. PROVIDE SILT FENCE OUTLETS WHERE 000 4,000
7. INSTALL TREE PROTECTION AND SILT t24 2,D00 1, WATER CONCENTRATES. ' ! ~ r 4" OVERLAP OF MATTING r~ / ~ ~ ~ , r / ~ STRIPS WHERE TWO OR
/ i r ~ ~ ~ , , / ~ ~ MORE STRIP WIDTHS ARE
A EAS IMMEDIATELY AFTER PIPE OR PIT INSTALLATION. EXCAVATE, BACKFILL AND REGRADE DISTURBED R ~ ~ r, ~ ~ A ~ / r / REQUIRED. ATTACH ~ , / / / ~ / y STAPLES ON 18" CENTERS
SION CONTROL PRODUCT ON SLOPES SLATED FOR SODDING r ~ „r//~ y z y /rr y
9. IMMEDIATELY INSTALL ROLLED TEMPORARY. ERO EEDING I MANENT S ENT SEEDING OR F PER AND APPLY TEMPORARY SEEDING AND MULCHENG TO AREAS SLATED FOR PERMAN , 1 r/ /r, r w
WORK 15 COMPLETED IN THE PARTICULAR AREA, APPLY PERMANENT SEEDING AND MULCHING. SOIL AMENDMENTS MULCH SEED ~/lr/~ ~rir r' W STAPLE OUTSIDE y /,rr, / r r , / ~W
EDGE OF MATTING ~'r,/,',~' it l~ y STAPLE OUTSIDE ON 2° CENTERS y, r , , 1, / r , , ~ i EDGE OF MATTING
APPROXIMATELY EVERY TWO WEEKS AS WEATHER PERMITS FOR PROPER SODDING, REMOVE THE CENTiPEDEGRASS LIMESTONE 10-10-10 STRAW 1 O. TEMPORARY RQL.LEO EROSION CONTROL PRODUCT AND SOD. ACRE LB ACRE FERTILIZER (LB/ACRE) ~ ~ , / / y, ON Z' CENTERS
- JUNE (LB/ ) ( / ) (LB/ACRE} MARCH .y /,//1~,/~ //N, y
11. AS LINEAR WORK IS COMPLETED IN AN AREA AND THE GROUND IS STABILIZED, REMOVE TREE t0 - 20 300 300 NONE yW ~r err„ r; „y,y
PROTECTION, STANDARD INLET PROTECTION, AND RIPARIAN BUFFER FENCING. CLEAN AND RESTORE AREAS TO ORIGINAL CONDITIONS, y +Y ~r //lr/r l rr"V
+V y//1 r /
12, CLEAN ALL EXCAVATED MATERIALS OFF ROAD PAVEMENT EACH DAY,
DNS ooolNG LA ANENT S PERM r, , r / /
13. CLEAN UP STOCKPILE/STAGING AREAS, RESTORE TO FINAL GRADE AND PERMANENTLY STABILIZE. SEED SOIL AMENDMENTS MULCH i
14, AFTER PERMANENT STABILIZATION IS EVIDENT, REMOVE ALL TEMPORARY MEASURES. 10-10_10
CENTIPEDE GRASS LIMESTONE FERTILIZER STRAW
(LB/1,000 FT2} (TON/ACRE) ACRE (LB/ACRE) FALL (LB/ } t. KEY-IN THE MATTING HY PLACING THE TOP ENDS Of THE MATTING 1N A NARROW TRENCH, 6" IN DEPTH. BACKFILL THE TRENCH AND TAMP FIRMLY TO CONFORM TO THE CHANNEL CROSS-SECTION. SECURE WITH A ROW OF STAPLES ABOUT 4' DOWN SLOPE FROM THE
3 - 10 2 1000 NONE TRENCH. SPACING BETWEEN STAPLES IS 6"•
5-10-t0 W 2. STAPLE 7HE 4° OVERLAP IN 3HE CHANNEL CENTER USING AN 78" SPACING BETWEEN STAPLES.
CENTIPEDE GRASS LIMESTONE FERTILIZER STRA (LB/1,000 FTC) (TON/ACRE) LB ACRE (LB/ACRE} 3. BEFORE STAPLING THE OUTER EDGES OF THE MATTING, MAKE SURE THE MATfiNG IS SMOOTH AND IN FIRM CONTACT WITH THE SOIL.
SPRING { i ~
BOSTON - 1000 NONE T & E 2 EDIMEN 3 tG S 4. STAPLES SHALL BE PLACED 2' APART WTTH 4 ROWS FOR EACH STRIP, 2 OUTER ROWS, AHD 2 ALTERNATING ROWS GOWN THE CENTER.
EGEN o OL L CONTR 5. WHERE DNE ROLL OF MATTING ENDS AND ANOTHER BEGINS, THE END OF THE TOP STRIP SHALL OVERLAP THE UPPER END OF THE LOWER STRIP B4 4", SHIPLAP FASHION. REINFORCE THE OVERLAP WTTH A DOUBLE ROW OF STAPLES SPACED 6" APART IN A STAGGERED PATTERN
ON EITHER S4DE,
6. ENTERI FROM THE EDGE OF THE MATTINGNTHENHTH EAREA EIMFFECTED BY THEOFLOW MUST BE KEYED-IN, OF 5TAPLES• NOTE; IF FLOW WILT.
SFO .SILT FENCE OUTLET
--SF SILT FENCE 7, PLACE RIP RAP AT CULVERT OUTLETS IF NEEDED.
LOD GENERAL LIMITS QF DISTURBANCE INSPECT AT tEAST WEEKLY AND AFTER EACH 1/2-INCH OR GREATER RAINFALL EVENT.
TREE PROTECTION FENCE TP
scE STABILIZED CONSTRUCTION ENTRANCE
~n, STOCKPILE/STAGING AREA TEMPORARY E OiON CONTROL PRODUCT
NOT TO SCALE
P;\40027 \21-MAINS\DRAVdlNGS\GVIL\90025-Ch4-ESC-9P.DwG ~~~':~asaa~~~~~€~ CITY OF GOLOSEORO, NORTH CAROLINA
~d g 1~ \ 44eh W~.~ a~ NI Tee &~~0 viii;
o ,~4R ~varFS: PLLC ANNEXATION PHASE I VAGUUM SEWER SYSTEM
cifities structures, and utilities have been plotted from ~ ~ ~ ~~8~°° ~ , ~w~ ~ : Underground fa , s and therefore their locations must be ~ ~ t;, '
avaifabie surveys and record , _t y ~ ~,~1FH m~
ar considered approximate only. There may be others, the exisienc {he
which is presently not known. The Contractor shall comply with FINAL - NOT FOR CONSTRUCTION ff lia,t Company EROSION & SEDIMENTATION CONTROL DEIAILS
North Carolina Underground Damage Prevention Act. Before excavating, JHE 10/10 the Contractor shaft notify each utility owner having underground SRH 3128 HIGHWOODS BLVD, SUITE 140
in the proposed area to be excavated, either orally KMO 1010 KMD ISSUE utilities fainted prior NO. DRAWN DATE CHECKED RALEIGH, NORTH CAROLINA
or in writing, not less than two nor more than 14 working days p DESIGNER APPROVED DATE NC REGISTRATION NO. P-0158 JOB NO. 40021 CONTRACT NO. N/A DRAWING C-44
to starting, of intent to excavate. The North Carolina One-Cal! Center's PROJECT SUPERVISOR DEPARTMENT SUPERVISOR ISSUE PRAWN DATE CHECKED DESIGNER APPROVED DATE phone number is 811. - - - - ^ - - - - - - -
Na.

~ V
v
`.1/ ~
SEDIMENT
fOR REPAIR OF SILT FENCE FAILURES. USE 8" PUMP FILTER BAG
Na 57 WASHEO,STONE. DISCHARGE
FOR ANCHOR OMEN SILT ~ WATER COURSE BUFFER ~ FFNCE 1S PROTECTING PUMP HOSE \I/ ~
PROTECTION FENCE ,af CAT(~I BASIN. NOTES: DO NOT ENTER
' EE PROTECTION FENCE UP TO 50 MIN. PUT SILT FENCE OR TR
MhX. ENSURE CONSTRUCTION ENTRANCE IS USED. WARNING SIGN DETAIL s BUT SUFFICIENT TO KEEP
vAwABtE As aAECTm BY THE ENGINEER 2. 1F CONSTRUCTION ON THE SITES ARE SUCH THAT 7HE SEDIMENT DN SITE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING ~
sTEEL PDSr o 0 0 ° a 600 0 0 o°°a$ OVER THE STONE, THEN THE TIRES OF THE VEHICLE NtlYc?l WViE FA9RIC ° ° 06P~0°OFlO00p~p0 0 00 00~ ~ ~
Slqt WATER CouRSE BUFFER o6 g °o ° 00 00 0~o a ~ MUST BE WASHED BEFORE ENTERING THE PUBLIC WARN9JG SILT FENCE GEOTEXTlLE FABRIC PROTECTTON FENCE 6 ~ ~ O O ° ° ° °0 25' OR FULL WIDTH _ GA. oo ROAD. VEGETATED
3• IF A PROJECT CONTINUES TO PULL MUD AND DEB MIN, ,o D DO NOT ENTER ui~M~nTE r ° o $ OF PROPOSED STREET ~ uNE w,RES a,RES z Q 2 - 3 STONE TO BE USED NCE ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORIT'f AREA
4 n ALL ~0~ F 3 °°o (SURGE STONE OR o a OR ENTRA ~ FAa~c ~ 6 0 ~ WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
" z i SILT FEN INSrALLEe ro sECa+D GRADE ~ Q °p° RAILROAD BALAST) 000 o WHICHEVER { RESPONSIBLE PERSON AS INDICATED ON THE x,RE FROM TOP ~ ~ po$ o a°c~o°O GREATER, FINANCIAL RESPONSIBILITY FORM.
n cRAaE f~IUFW o° o 0°6 ooa°o° °o°O°o PUMP WATER FILTER BAG SPECIFICATION
I "=Iql 1V IV~IV~IV~N~IN~iV~V cP°o o:~b o° 0 0 0 0° o o° 0 0 o°ocf'ooo b"MIN,CAVER °40Dp00P°00°°100 000006 rF0 TEXTLLE FABRIC PROPERTIES ITT M "~O,Q
o OVER SKIRT' TV
EXDBND 'MRE b" NT AStb THENGi AND ANCHOR SiGR FRONT VIEW EXCAVATION TYPE: NON WOVEN WEIGHT ASTM D-3778 8 OX/YO
DIRECTED BY ENdNEER • PLAN NEW CONSTRUCTION
_ IDE ViEW S------ GRAB TENSILE A5TM D-4632. 203 LBS
T5' MIN. ® PUNCTURE ASTM D-4833 130 LBS
TES; NG ROADWAY 35' MIN. NO EXISTI WARNING SIGNS TC BE MADE OF DURABUi, WEATHERPROOF MATERIA4 FLOW RATE ASTM D-4491 $O GAL/MVN/FT
Y ° Og$Q O , tEgBU"s AND SPACED AS OETNIED. ° 2• UETIERS TC B£ 3' Hldi IgEBMUM, CLEARI. 6 00$6 12" MIN. PERMITTIVITY ASTM D-4491 1.5 SEC
3. SICN5 SHALL Ek PLACED AT SD' MAXIMikI iNTERVAIS. °oo O ooo„$ 00 LESS THAN 206' IN PERIMETER, PRONE NO LESS 1tIAN ONE SIGN PER PROTECTION AREA. O O O p O 000 OOQ 00,.°°~~O°cp" 00 ~ ~I ~ BUFFER PROTECTION AREAS •,•„•s, Q 000 O O~ O° O$ p 00 0 O O 0 O 4. FOR WAIERCWR AND FASRIG
s, ATTACH sGNS SECURELY TD FTeNGE easrs 6 MIN. b;>;• 00 0 o a o06 00 ~Q,~o °0 8$ o rPo u~ d~ o FENCE 1lIROtIdIDUT WRAIION CF PRGECL ,.r.. O O 00 _ I I 8. Mh1NTA1N WATERCOURSE BUFFER PROTECTION ECTIONS DEPARTMENT BASED ON ACTUAL FiELO CCNGTIOtS. I ~ I ~ UV RESISTANT ASTM D-4355 70~
NAY BE REDUIRED BY GN DF RAiE)OH DlSP I ~ ~ 7. AD04110NAL StG45 CS A Sh;N A7 EACH END ~ UNEAIt WATERCWRSE BUFFER PROTECTIQN AND 50~ ON C£NTER T RTNFRU F ~~l AOS % RETAINED ASTM D-4751 100%
8. PEA OERATIONS HOWEVER FLOW SHAH NO I S. FOR CONd719lJS MHEAE PRACT4CE APPLIES; PLANNING CCN9 ( I I = STONE NOTE:
WI1H THE FENCE} AND DESIGN CWTERIA, FABRIC UNDER t0. END OF str FENCE NEEDS TD BE TURNED UPNIU. SEC110N. DISCHARGE FROM SEDIMENT FILTER BAG SHALL BE TO WELL
It. SEE N,G STATE OENR PRACTICE k SI'EgRCATICN SEDDdENT5 FENCE FOR CONDITIONS W41ERE PRACTICE APPLIES; pUMNNIND OCNSIOERARONS• DSCHARGE 5HALLABE MADE TO FSTREAMSMORTWETMLAN©SNO MODEL -OTHERAG FILTERMBAG THAYMEEfS SPEGFCATIONSCIl800-448-3fi36} OR
TION CROSS SEC R PROTECTION FENCE
WATERCOURSE BI~FFE SEDIMENT FILTER SAG DETAIL
rTAI L CE AN TR EN aN CI U ST aN NOT TO SCALE
AI • D LE TI NOT To scA C T 0 R P
F U B N A I R A P I R
NOT TO SCALE
WOOD FENCE DETAIL VARIES
~ PLANT CANOPY, DRM~UNE %Y, ORN~UNE k 4' Y'OCO PIXi15
z'X~'wvWwJs F~StINC PUS
TL U 0 E N F T ---1'-~, /L UYf[ OF CMiDP1: pf~llHE
S 6 00 00 00
' MAX. STANDARD STRENGTH FABRIC WfTH WIRE FENC CONCRETE BLOCK O O
$ BRIO W 0 WIRE FENCE _ SECTION VIEW ' XTRA STRENGTH FA 6 MAX. E A
l~
~ ~ PLAN MiN. 12-1 2 GA. STEEL FENCE POST PLAN VVEW OF PROTECTIVE FENCING ~ O
1 AROUND 1E ~ ' INTERMEDIA E WIRE FENC nRauNa s~r+c~E TReE- ~cpn~o as ra~cESS~tY O
WIRES FOR SUPER i 0 GRAVEL FILTER O O ~
SILT FENC FA RI HARDWARE GLOrH tz, FENCE: T SIL 0 or¢cnort eaea ,F.E Pd ND w
MIN. 10 GA. NSTALLED TO SECO 12• ' fq F4T &ti.T.^^, WIRE FROM TOP FLIER OF T° DIAMETER LiNE WIRES I.~ ,r % 4' NOAQ. WOOA NNLS o 0 0 0 0 o Q
DE WASHED STONE GRA ts, 2" X 4" HOAQ. WOOA ANLS Y I.
_ ,;{y,- - I I Iii T(m1LR,ll T-kit„T il, V „1 , I ,I, J1r T,~t !~;,~a 3' FILTER FABRIC ~ ~ ~ _ ,1~- ,,,,I( i!-i~;;; E I , II , I EII I _ _ ON GROUND ii 3^O 40°
~lij~. ~ I~'~11
~;~i 8c~ M ~ TRGE AROTI;r,'CIGP~ .~ItLA 18'•
.)i~;~N ~~'il O ~ _ ~i I M 1?6 A'flt Gb''~Isii
iii~ - j~il: PERFORATED PLA5T€C FENC£ DETAIL M `I~ ~4n ° ~I 6" QF UPPER EDGE OF PLAN VIEW
~;-<<IlI~i FRON,_,._.___T .V~~~ BURY WIRE FENCE AND FARDWARE CIQTH BURY FLIER FABRIC IN TRENCH ~ WARNING SIGN DETAIL EACH SIDE OF INLET
SHALL HAVE ONE BLOCK
EL POST 1.33 LB/LF, MiN. 5' LENGTH} ~ STE ~ LAID ON SIDE TO
'I~ VEN WiRE FABRIC (FOR SUPER SILT FENCE) WO PLANT SILT FENCE GEOTEXTILE FABRIC P~ ~ ~ PROVIDE DEWATERING
:i, ~...r..~ FRONT VIEW i I I I I i I I
o I e l' SILT FENCE _I__F_ a' uax. a' sm. T Posr - "
M N f~ f ,..----------^^-4' MIN. IRVBLE 15 GREC'fED - USE 51LT FENCE ONLY ,~,II~ ~IRV&E AS OIREOTEO 61 TFIE ENWNEER (FFAfIXtf P~BI1W) ~ G"EiMXiE'. W RfSISRNT, Y
WHEN DRAINAGE AREA I,I•" NICN -TENSILE Slti£NC'IN 9 POLY &~IiICACE FABPoC (~YPICr1) • c . b
DOES NOT EXCEED 1/4 GRADE NC PIANT UiAT OF GtIOW. CRW71E v v
CRE AND NEVER IN ~!l~ _ A , AREAS OF CONCENTRATED o '!1 ~ ' 8" MIN. DOVER LLLLLL t2 , a GA r„~t2-~i2 ~ WIRE SCREEN
LLLLLL L FLOW. i OVER SKIRT* a~ ~ MIN. ,O GA~~ L Tarp ir,¢rrsnw eaan L L L N ?II BACKFILL TRENCH uNE WTf~S L L L L ~ sn~2 DROP INLET WITH GRATE
- OF SILT FENCE PACT FENCE L L L L L L GtANGEUV~~
END 4' MIN ANO COM TOP DF SILT . • L L HPO~EY-B, BE TURNED ~ EAT LEAST t' L L L L L FI TO L EEDS UGHLY MUST B L L N ORO TH .-~,:w.: N!G}i " TENSILE STRErMiTN, SECTION A-A POSY 9N FASpC (IYPiCA.)
ABOVE THE TOP OF GRADE. UPHILL ~f~°,.-~a~~~ ~;r SIDE VIEW THE WASHED sraNE ' F. - 4 Mc StcN F ~ NorES:
WHERE - ADp WIRE FENCE * FOR REPAIR OF SILT _
TE SSF" S USE ~ ~ W PLANS OENO FENCE FAILURE , ,f: _ ~ nROp~ p siN ~pRE~ R~PE~CpV~ ~EECNCI~,N~GY 1. SEDIMENT SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH.
NO, 57 WASHED STONE. - BURY WIRE FENCE, k~~? NOTES;
FOR ANCHOR WHEN SILT FILTER FABRIC, T. ALL PLANTS TO 8E SAVED SHALL BE FENCE IS PROTECTING AND HARDWARE PROTECTED BY FENCING AS SHOWN 1N Y c-I 2~ NIL ~NqT ERODE~THE INLET PROTECTfON SHALLSBE REMOVED WHEN ITHEUCONSTR CTED DRAINAGE
CATCH BASIN. CLOTH iN TRENCH IN THIS DETAIL. AREA HAS BEEN PROPERLY STABILIZED.
2. CQNTRACTOR SHALL INSTALL FENCING ER EACH RAINFALL STEEL FENCE Posr PRIOR TO BEGINNING ANY CONSTRUCTION
NSPEGT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFT 5~ ~ oR GRADING AGrnTTY, 1. 1 3. THE WIRE SCREEN SHALL BE HARDWARE CLOTH OR COMPARABLE WIRE WESH WITH 1/2 INCH v OPENINGS,
AMAGED flR INEFFECTIVE SEDIMENT FENCE FABRIC PROMPTLY. MIN Ia" INTO Soup CTCR SHALL CALL FOR INSPECTION 2. REPLACED S NECESSARY TO REDUCE PRESSURE ON THE FENCE AND a.coNTRA
3. REMOVE SEDIMENT DEPOSITS A GROUND AND APPROVAL OF PROTECTVE FENCING RE MAXIMUM EFFECTIVENESS. AREA TO PRIOR 7Q BEGINNING ANY CONSTRUCTION ENSU 4. THE GRAVEL SHALL BE NC DOT X57 WASHED STONE.
ATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE OR GRADING. 4. REMOVE FENCING M THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY AT OR
GRADE AND STABILIZE IT AFTER FENCE 4. PROTECTIVE FENCING SHALL 8E LOCATED AT OR D. OR SAME MAINTENANCE PROCEDURES AS SILT FENCE OR SUPER SILT OUTSIDE DRIPUPIE GF TREES AND i' MINIMUM STABILIZE ICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET F 1. USE ',MUM 5. INSPECT THE BARRIER AFTER EACH RAIN EVENT AND REPAIR AS NEED
ATE DENR PRAGT OUTSIDE SHRUBS OR OTHER PLANTS. 5. SEE N.C. ST ICE APPLIES; PLANNING CONSIDERATIONS & DESIGN CRITERIA.
CONDITIONS WHERE PRACT DRAWING NDT TO SCALE LEL WITH THE TOE OF THE FENCE). Q N RAL TI AR C NP TE OT RU R ALL N w sH E E FLO T (HOWEVER ACTION FENCE DETAIL INLET PROTECTION NOT TO SCALE
NOT TO scA NOT TO SCALE
CITY OF OLDS80R0, NORTH CAROLINA
P: aaozi\zl-raAltvs\oRAwiivcs\cIVIL\aoozt-Gas-ESC.awc g~~';;~sa~ta~~~sa~s~~~ ' PLLC ANNEXATION MASS XI VACUUM SEWER SYSTEM
0~ ~n~~~~~~~~ o+ ~ ~ ~
NOTES; been lotted from ~ ~ r~ ,
ncilities, structures, and utili#ies, have p ''1 Under round f st be 9 and records, and therefore their locations mu ~ ~i EROSIO S l ENTATION CONTROL DETAILS
ovailable SUrveYs ~ _ _a~.,..... +t7e cvic#arTr.F of ,Aff
considered approximate only. mere may oG vu
. The Contractor shall comply with the FINAL - NOT FOR CONSTRUCTION which is presently not known JHE 1010 North Carolina Underground Damage Prevention Act. Before excavating, SRH 3128 HIGHWOODS BLVD, SUITE 140
KMD KMD all notify each utility owner having underground 10/10 RALEIGH, NORTH CAROLINA C-45 N/A DRAWING
the Contractor sh Y avated either orally ISSUE HECKED DESIGNER APPROVED DATE DRAWN y DATE C utilities located area to more be than exc10 working das prior N0. NC REGISTRATION NO. P-0158 JOB NO. 40021 CONTRACT NO.
or in writing, not t lee proposed ess than two nor -Call Cent
to starting, ers T SUPERVISOR DEPARTMENT SUPERVISOR ROVED DATE of intent to excavate. The North Carolina One -Call Issue DRAWN DATE CHECKED DESIGNER APP phone number is $11. - ` - - - - - ° - - No.