20070433 Ver 2_Site Plan_20080616

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GRANVILLE
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PERSON
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N N
- i 501
FRANKLIN
i 85 ~
85
DURHAM ~ ~
~ ORANGE °c~
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CHAPEL HILL ~ RALEIGH ~
RALEIGH 70 401 m
WAKE
CAR 40 9~
64 264
501 264 F
NEUSE RIVER
64 PUMP TATION • ~ S 401 ~R K
PITTSeaRO NEUS VER 1 E RI P~
- WWTP 64 64
1s GARNER 70 401 N 4
JOHNSTO i 1444 ROPERS
40 NEUSE RIVER
SMITHFIELD 95 a PUMP STATION ~r~,~~, ~ ~ z
os ~ a~osT,~~ ~
50 P~Q~ f ~
~ 301
LEE ~o v 9p
HARNETT 701
ATION MAP LO VICINITY MAP ~ ~
Z Q ATTENTION CONTRACTORS
CA CARD N RO ~ ~ li ~ ~ Rp~~~
0 Es 4 Ess~o ti ? of ~ 9 ~ of ti 9 'oti y The Conatructlvr? Contractor responsible for the extension ofwater; U
Q~ 9< Q~ 9`
SEAL L 9~ sewer,. andla~ reuse, as gpproved in these plans, is responsible for contaet)no the Public. Works Departmenf at 9i9 1-
9463 ~ 101 8 and the Public !ltilities Department at 19 a 7.4540 at least
FN ~ E ~ ~ cINE p N 5, twenty four hours prior to beginning any of their construction. o
- F ~ R ~ ~ ti ~ T S. ~ B. ME ~ Public IE ~~t ~ Sewer Callectiort :~'Extettsioti Systett><
i ~Z~og ~ ~I z og
The City of Raleigh consents to the connecti~r Ord extension of the Cii~r's Failure to notify both City Departments in aduance of beginning
public sewer system as sha~t+n oh this plan. The matadal and Construction Construction; will result in the issuance of monetary fines, and require
methods used for this project shall conform to the standards and reinstallation flf any water or sewerfacilities not inspected as a result of W
specifications of the City's Public Utilities Handbook. this notification failure,
City ofRalei&% Failure to call for Inspection, Install a Downstream Plug, have CD
Public Utiiiaes Department Pemlit # Permitted Plans on the Jobsite, or any other Violation of CIW of
HAZEN AND SAWYER Raleigh Standards will result in a Fine and Possible Exclusion from in
Authorization to Construct in future. work in the City of Raleigh,
Environmental Engineers & Scientists Date
4011 WestChase Blvd, Raleigh, North Carolina 27607

INDEX OF DRAWINGS
N NORTH T TREAD
AB ANCHOR BOLT, FAB FABRICATE F&C FRAME ANO COVER NA NOT APPLICABLE T&8 TOP AND BOTTOM SHEET SHEET DRAWING DESCRIPTION
AC ALTERNATING CURRENT/ AND GROOVE F&G FRAME AND GRATE NF NEAR FACE T&G TONGUE A AIR NUMBER ASBESTOS CEMENT TAN TANGENT NUMBER NUMBER
USTIC TILE FC FLUSHING CONNECTION NIC NOT IN CONTRACT 8W FILTER BACKWASH WATER .ACT ACO NO NUMBER TBM TEMPORARY BENCH MARK
AD AREA DRAIN FD FLOOR DRAIN 8WD BACKWASH DRAIN
FDN FOUNDATION WOM NOMINAL TC TOP OF CURB AOJ ADJUSTABLE TDH TOTAL DYNAMIC HEAD C CENTRATE FIRE EXTINGUISHER I~'W NON POTABt~ WATER CONTR CONTRACT 1 -GENERAL CONSTRUCTION
AFF ABOVE FINISHED FLOOR FE I AL CG CHLORINE GAS FF FINISH FLOOR IiTS NOT TO SCALE TECH TECHN C
AGGR AGGREGATE TEL TELEPHONE CLS CHLORINE SOLUTION AL ALUMINUM FH FIRE HYDRANT
FINISH TEMP TEMPERATURE D DRAIN NER OW ALLOWANCE ALLOWABLE FIN GE ALL / TER TERRAZZO GENERAL
ALT ALTERNATE FIX FIXTURE DS DIGESTED SLUDGE
FL FLASHING OOR THERM4 THERMOSTAT FLTER BYPASS APPROX, APPROXIMATE FBP FLEX .FLEXIBLE THK THICK COVER
ARCH ARCHITECTURAL THRU THROUGH FD FLOOR DRAIN 1 X1 INDEX, ABBREVIATIONS AND LEGEND
AS8 ASBESTOS FLG FLANGE OC ON CENTER FE FILTER EFFLUENT 1 FLUOR FLUORESCENT 00 OUTSIDE DIAMETER T~ TOP OF DECK ASPH ASPHALT TOF TOP OF FOOTING GR GRIT 2
AT ASPHALT TILE FLXC FLEXIBLE CONNECTION OF OUTSIDE FACE TOM TOP OF MASONRY/MANHOLE HS HEAVY SLUDGE 2 G1 SITE PLAN
FM FORCE MAIN OFF OFFICE 3 3 G2 PLAN AND PROFILE
FIREPROOF OPERATOR TOS TOP OF SLAB Lp LAND DISPOSAL FPRF OPER TOP OF WALL FRP FIBERGLASS REINFORCED OPNG OPENING TOW ME METHANOL
YESTER LAMINATE TOL TOLERANCE POL OPP OPPOSITE PAIR SHIELDED ML MIXED LIQUOR
ORIG ORIGINAL TPS TWISTED FT FEET TRANS TRANSFORMER NPW NO~~-POTABLE WATER
FTG FOOTING/FlTTING OT OPEN TRUSS ECYCLE
VHD OVERHEAD TYP TYPICAL NRCY NITRIFIED R MECH B BORING FURR FURRING/FURRED 0 MECHANICAL
80 BOARD P POLYMER BOTTOM OF FITTING fLEV PE PRIMARY EFFLUENT BFE
Y VALVE UG UNDERGROUND PS PRIMARY SLUDGE BFV BUTTERFL
M BITUMINOUS UH UNIT HEATER WATER 4 81TU PW POTABLE 4 M1 DEMOLITION PLAN AND SECTION
- BASELINE G GAS/GAS LINE UNFIN UNFINISHED ~ D OTHERWISE RAS RETURN ACTIVATED SLUDGE 5 5 M2 PLANS
BL .BUILDING LINE GA GAUGE PAR PARALLEL LINO UNLESS NOTE UR URINAL RBR RECLAIM BASIN RETURN
BLI)G .BUILDING GAL GALLON pC POINT OF CURVE/PIECE g K BLOCK GALV GALVANIZED POINT OF COMPOUND CURVE UT1L UTILITY RD ROOF DRAIN BL PCC 6 M3 SECTIONS
BM BENCH MARK GC GENERAL CONTRACTOR pCF POUNDS PER CUBIC FOOT RS RAW SEWAGE ~ 1 M4 SECTIONS AND DETAILS
BOC BACK OF CURB GEN GENERATOR NING POLYETHYLENE LINING S SAMPLE PE U
BOT BOTTOM GI GALVANIZED IRON PERF PERFORATED SA SERVICE AIR VAC VACUUM
BRG BEARING GL GLASS PERP PERPENDICULAR VAT VINYL ASBESTOS TILE SC SCUM
8RK BRICK GPM GALLONS PER MINUTE pl POINT OF INTERSECTION VCP VITRIFIED CLAY PIPE SD STORM GRAIN BRZ BRONZE GR GRADE R PROPERTY LINE/PLATE VEL VELOCITY
SDO SLUDGE DRAwoFF STRUC BSMT BASEMENT ` GV GATE VALVE PNL PANEL VENT VENTILATING/VENTILATION STRUCTURAL
BT BOLT GW GUY WIRE pp POWER POLE VERT VERTICAL SE SECONDARY EFFLUENT
BUR BUILT-UP ROOFING GWB GYPSUM WALL BOARD PREFAB PREFABRICATED SL SLUDGE VOL VOLUME
BV BALL VALVE GWF GLAZED WALL FINISH PRV PRESSURE RELIEF VALVE Vp VENT PIPE SLF SLUDGE FEED YPSUM STATION $ .GYP G PS PUMPING VWC VINYL WALL COVERING SPD SUMP PUMP DISCHARGE 8 S1 PLAN, SECTIONS, DETAILS
PSF POUNDS PER SQUARE FOOT 9 S2 SECTIONS
SR SCRUBBER RECIRCULATION 9 PSI POUNDS PER SQUARE INCH
TANGENT DINT SU SUPERNATANT PT POINT OF /P
H .HEIGHT pARJIJi~ TDS THICKENED DIGESTED SLUDGE C CLOSET/CARPET/CHANNEL PTN W WEST/WIDTH HOW HARDWARE pV PLUG VALVE TE TERTIARY EFFLUENT
CA8 CABINET HEXAGONAL W/
CATCH BASIN HEX PVC POLYVINYL CHLORIDE TS THICKENED SLUDGE CB HM HOLLOW METAL WC WATER CLOSET STAN[ C/C CENTER TO CENTER PVMT PAVEMENT yyp WIDE FLANGE TWAS THICKENED WASTE ACTIVATED SLUDGE STANDARD DETAILS
TION EASEMENT HORZ HORIZONTAL pW POTABLE WATER CE CONSTRUC HORSEPOWER WH WALL HYDRANT V VENT
M CEMENT HP WROUGHT IRON WAS WASTE ACTIVATED SLUDGE CE HPT ' HIGH POINT ~
CER CERAMIC WL WATER LEVEL HEATER 10 10 D1 MISCELLANEOUS STANDARD DETAILS
CUBIC FEET HTR CF HVAC HEAl1NG VENTILATION AND W/L WATER LINE
CFM CUBIC FEET PER MINUTE... ~ WO WINDOW OPENING LNG 11 N CUBIC INCHES AIR CONDITION CI CAST IRO / TY QUANTITY W/0 WITHOUT 11 D2 MISCELLANEOUS STANDARD DETAILS
HW HOT WATER Q CIP CAST IRON PIPE Wp WATERPROOF 12 12 03 MISCELLANEOUS STANDARD DETAILS
NE HWL HIGH WATER LEVEL CENTER LI HIGHWAY WPFG WATER PROOFING
CL' CHLORINE HWY WALL PENETRATING TYPE HYD HYDRAULIC ~'T
CL CEILING WSE WATER SURFACE ELEVATION
' C G CAULKING WEATHERSTRIP LI( WSP CLR CLEAR R RADIUS/RISER yyT WEIGHT
CMP CORRUGATED METAL PIPE " RCP RENFORCED CONCRETE PIPE ~ WATER VALVE I IRON OF DRAIN
CMU CONCRETE MASONRY UNIT TER RD ROAD/RO yl?yllF' WELDED IMRE FABRIC ID INSIDE DIAME ATION
CO CLEANOUT IF OE FACE RECIR RECIRCUL INSI RECP RECEPTACLE ATTENTION CON]'RAGTORS
COL COLUMN iN INCH
CONC CONCRETE RECT RECTANGULAR INCL INq.UDED REDUCER YD YARD CONST CONSTRUCTION INF UENT RED The. Construction: Contractor responsible for the extension of water,
INFL REF REFERENCE ~ CONT CONTINUOUS INS INSULATION sewer, andlvr reuse, as approved in these plans, is responsible for
CONTR .CONTRACTOR TNT R REG REgSTER INTERIO REINFORCING contacting.the Public Works Department at (9191831-ss1o,
CORP.. CORPORATION iNV INVERT REINF and the Public Utilities Department at 919 857.4540 at least
CORR CORRIDOR REM REMOVE CRETE PLANK.: READ REQUIRED twenty t'aur hours prior to beginning any of their construction.
CP CON COURSE REST RESTRAINED CRS
CT CERAMIC 11LE REV REVISE Public
TROL JOINT J JOIST. RF ROOF CTJ CON Sewer Collection l Extension System Failure to notify both CityDeE~artments in advance of beginning
R JB JUNCTION 80X RFG ROOFING CU COPPE The City of Raleigh consents to the connection and extension of the City's public sewer system as shown on this plan. The material and. Construction construction, will result in the Issuance of monetary fines, and require
K VALVE JCT JUNCTION RJ RESTRAINED JOINT CV CHEC CW COLD .WATER JT JOINT.. RM ROOM methods used for this project shall. conform to the standards and reinstallation of any water or sewer facilities not inspected as a result of
YARD RND ROUND CY CUB C specifications of the City's Public Utilities Handbook. this'notification fallwre.
RO ROUGH OPENING
REVOLUTIONS PER MINUTE RPM City of Ratziglr Failure to call for tnslnection,; Install a Downstream Plug, have
RR RAILROAD LENGTH ANGLE L / RT RIGHT Riblic Utilities De~rtmeut Permit # Permitted Plans 011 the ./abSifiB, ar any other Violation of City of '
RRENT LA LINE AHEAD TERMINAL UNIT OC DIRECT CU RTU REMOTE Raleigh Standards will result in a Pine and Possible Exclusion from
DET DETAIL LA8 LABORATORY RW RAW WATER Auilroiiz~ltic~ii t~ CoiL,ktnct future work itt the City of Raleigh,
I KING FOUNTAIN LAM LAMINATED R W RIGHT OF WAY DF DR N / Date
DIA 0 DIAMETER LAT LATERAL t)
DIAG DIAGONAL LAV' LAVATORY ION LB POUND/LINE BACK DIM DIMENS
UCTILE IRON PIPE. LF LINEAR. FEET DIP D
DISCH DISCHARGE lG LONG
IBUTION LL LIVE LOAD S SOUTH SLOPE DIST DISTR / LEGEND
UBLE JOIST LLH LONG LEG HORIZONTAL SAN SANITARY DJ DO L
DEAD LOAD LLV LONG LEG VERTICA SBL SURVEY BASELINE DL T POLE DN DOWN LP LIGH SCH SCHEDULE SYMBOLS SECTION AND DETAIL KEYING LINETYPES
LPT LOW POINT SD STORM SITE DRAIN DOZ DOZEN /
DOOR LT LIGHT SECT SECTION DR --~Q-- GA GATE VALVE ~ WALL PENETRATION DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING. ME11i0D:
G DRAWNG LTG LIGHTING SERV SERVICE - DW LOUVER ~ii~ii~i - t A A SECTION CUT ON DRAWING A3 IS IDENTIFIED AS FOLLOWS:
DOWEL LVR SEW SEWER i~~~~~~~ GRADE OR EARTH 1a ~LII- ROCK DWL LOW WATER LEVEL ~ ~ - LWL SF SQUARE FEET ,f BUTTERFLY VALVE PROPOSED. ITEMS MECHANICAL COUPLING SECTION LETTER
SHT SHEET
S UARE INCH PLI SI Q PLUG VALVE ~ WELDED JOINT A EXISTING ITEMS
ASPHALT PAVING STEEL SIM SIMILAR A6 DRAWING WHERE SEC110N IS SHOWN
SJ STEEL JOIST SW NTENANCE E EAST ASEMENT MAINT MAI SWING CHECK VALVE ~ FLANGED JOINT - HIDDEN ITEMS
~ I CATION MAIL MATERIAL SPEC SPEC FI EA EACH $ SQUARE GLOBE VALVE (B) THE SECTION SHOWN ON DRAWING A6 IS IDENTIFIED AS FOLLOWS:
MAXIMUM Q INSULATION GL+ MAX SAND ECC ECCENTRIC SS SANITARY SEWER MECHANICAL, PUSH ON OR
EF EACH FACE- MECH MECHANICAL MEMB MEMBRANE SST STAINLESS STEEL plp PINCH VALVE RESTRAINED JOINT SECTION LETTER DEMOLI110N ITEMS
EFF EFFLUENT ST STREET EIP EXIST.IRON PIPE MET METAL - WATER SURFACE ® SLUICE GATE A DRAWING FROM WHERE SECTION WAS TAKEN
MFR MANUFACTURER STA STATION GRAVEL _ EL ELEVATION DIE DIAPHRAGM VALVE A3 - CENTER LINE
TRIC ELECTRICAL MG MILLION GALLONS STD STANDARD ELEC ELEC / LBOW MGD MILLION GALLONS PER DAY STG STORAGE ~ ~ SLIDE GATE/STOP GATE
ELL E off- BA BALL VALVE ~ DETAILS ARE .CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT DETAILS MATCH LINE FLUSHING CONNECTION ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN 1HE UPPER HALF.
INEER MH MANHOLE S11R STIRRUP CONCRETE GRATING ENGR ENG STEEL MIN. MINIMUM STL ° ° ENT ENTRANCE STRUCTURAL
STR --E,P1}-- BA FOG EDGE OF GRAVEL MISC MISCELLANEOUS f}-- BALL CHECK VALVE _ fl HOSE BIBB STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER
F PAVEMENT MJ MECHANICAL JOINT SUB SUBSTITUTE `EDP EDGE 0 SUP SUPPLY ` . CONC. FILL OR GROUT CHECKERED PLATE HA HARNESSED FLANGED gUICK DISCONNECT AND ARE SHOWN ON THE CONTRACT DRAWINGS BY ONE OF TWO METHODS:
EQ EQUAL MLDG MOLDING RINTENDENT vvvvv ADAPTER ® FITTING 1509203 REFERENCED ITEM i
E UIPMENT MO MASONRY OPENING SUPT SUPE AO EQPT Q SURFACE L - . - - - - - - - J
W EACH WAY MOD MODIFY/MODIFIEO SUR E . HA CAVATE 'MON - MONUMENT. SUSP SUSPENDED GLASS EXC EX SW SWITCH CONC. MASONRY UNIT 1Y .HARNESSED SLEEVE
EXH EXHAUST MOT MOTOR TYPE COUPLING YARD HYDRANT OR: r----------i
TING , MTD MOUNTED SWBO SWITCHBOARD EXIST EXIS P SLEEVE TYPE COUPLING FIRE HYDRANT SEE 1509203 ;REFERENCED ITEM i L - - - - - - . J
MTG MOUNTING SWD SIDE WATER DE TH SL EXP EXPANSION YMMETRICAL ~ HARNESSED ~ SOIL BORING THENBACK OFTTHE CONTRAC PIDRAWINGS ONOXTHE D« DRAWINGSL ORDER IN SSUED FOR CONSTRUCTION
EXT EXTERIOR MULT MULTIPLE SYM S BRICK WOOD BLOCKING t-+ Hp FL FLEXIBLE COUPLING
THE SCALE BAR OATS JUNE .2008
S H& CA DESIGNED ..~c1~ CAROB _ROi , DEPARTMENT OF PUBLIC UTILITIES SHOWN BELOW H & s Joe ~n~Qo
0N-. ESSt
f y o~ 9 DRAWN H&S ~ o RA RALEIGH, NORTH CAROLINA MEASURES ONE NUMBER %Jv I %JJ GENERAL INCH LONG ON CONTRACT DRAWING
S AL SEAL MZENAND SAMER
CHECKED INDEX, ABBREVIATIONS AND LEGEND THE ORIGINAL NUMBER NUMBER
JBM 10 9463 _4jj 101 Environmental Engineers & Scientists o F PROJ. ENGR. NGINO~ G E 4011 WestChose Blvd, Raleigh, North Carolina 27607 NEl NEUSE RIVER PUMP STATION DRAWING. X1
2 CONSTRUCTION F `r CO,
~ Rr ~ Gr h E~ t2 J 0 B. M z oY t REGULATORY APPROVAL S. 0 4 FORCE MAIN SHEET 1 of 12
FOR DATE BY APPROVED NO. ISSUED

NOTES:
1 EXISTING 36° WIDE SIDEWALK SHALL BE REMOVED AS
REQUIRED FOR PIPING INSTALLATION AND REPLACED
AFTER PIPELINE INSTALLATION.
2 THE EXISTING HOLLY BUSHES SHALL BE REMOVED AS
REQUIRED Ff)R PIPING INSTALLATION AND REPLACED
WITH. NEW AFTER PIPING INSTALLATION.
3 THERE ARE APPROXIMATELY 6 TO 8 ELECTRICAL
CONDUITS FROM THE PUMP STATION TO THE GENERATOR~AND FROM THE CP & L TRANSFORMERS.
THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO
THE CONDUIT AND WIRING DUE TO THE CONSTRUCTION
WORK,
ti,;
'~F i 4 CONTRACTOR SHALL LOCATE. ALL EXISTING UTILITIES ~ ~ f~l INCLUDING TELEPHONE SERVICE PRIOR TO ANY
~r ~ ~ ~ ~ EXCAVATION ",WORK.
i ~ ~ ~ i': ~.ir~ 1I
~4q ^w, , ~ i ~ 'i 5 CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE
' fit.,,. f 4 ~t. ~ I i ~ . FOR PROTECTING FOUNDATION SUPPORT FOR EXISTING
f :.y 1 ' STANDBY POWER GENERATOR AND ALL OTHER
i• l ~ 1 ~ EXISTING UTILITIES DURING INSTALLATION OF NEW ~ FORCE MAIN,i IF NECESSARY, CONTRACTOR SHALL
fit. ~ 1 ~ ~ ~i INSTALL EXCAVATION SUPPORT SYSTEM TO PROTECT.
N ~ ~ ~ PROPERTY LINE o STRUCTURES AND FACILITIES. SPECIFICATION AND t
i ~ t ~ ~ i r' 1 r ; ' ~ ~ I; DESIGN OF EXCAVATION SUPPORT SYSTEM IS
` EXCLUSIVELY` THE RESPONSIBILITY OF CONTRACTOR.
l ! °4 t ~ , CONTRACTOR SHALL SUBMIT DETAILED DRAWINGS AND
i 0 ~ i / ~ ~ ! ~ ~ ' CALCULATIONS ON PROPOSED EXCAVATION SUPPORT ~ ~ SYSTEM PRIOR TO CONSTRUCTION. BOTH DRAWINGS
~ , 4 ~ i i i _ 1 1 ~ 4 AND CALCUI;AlIONS SHALL BE SEALED-BY A
t ~ 1t' ~ ` ! ~:C7 ~ 1 ~ j E PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN
, ` ! i - E ~ THE STATE ~F NORTH CAROLINA..
/I I ' i , , 1 r ~ y. 9 r' ~ ,r ,
- i'~ ! ~ ~ ~ 1
~ ~ ~ r ~ EROSION CONTROL NOTES.
~ i,, i ~ I # • ; TOPSAIL STOCKPILING AND'
t ~ i 33 , ~ ~ CONTRACTOR STAGING AREA, ~ 's 1 ALL EROSIOhJ CONTROL MEASURES SHALL BE IN PLACE
i '1 I N , t STONE CONSTRUCT 0 ~ ~ ~ BEFORE, OR AS SOON AS PRACTICAL AFTER, ANY
~ ~ ~ ENTRANCE, TYP ! ~ , ~ LAND CLEARING OR CONSTRUCTION ACTIVITIES MAY 1 BEGIN.
r ~ EXIST 8 WA}~R ~ ' ~ ~ ~ ~ 0257701 R E MAlld ,
~ ~ , P ~ i I'~ Ire l 2 ALL .EROSION CONTROL MEASURES SHALL BE
I . 4 J ~ , j 1 1 I i l ! i ~ ~ ~ INSPECTED MEEKLY AND AFTER EVERY SIGNIFICANT
I " ? ~ I € ~ i ~ / s ~ RAINFALL E1'+ENT AND REPAIRED OR REPLACED AS
LIMITS OF DISTURBANCE TYP I ` I 1 i ( ~ , ~ NECESSARY,. ~ ~
I , r 1 1 ~i i ~ i t 3 EROSION CONTROL MEASURES SHALL BE CLEANED OF
1 t I ! i ~ ACCUMULATED SEDIMENT WHEN STORAGE VOLUME IS
& L PAD MOUNTED , u ~ ! FORCE MAIN r ~ ~ ~ ~ ' ~ ~ , PROPOSED 36 ~ r ~ ~ 1/2 OF TOTAL VOLUME OF MEASURE,
~ f TRAIJSFORMERS E d 4 REMOVED SEDIMENT SHALL BE DISPOSED IN APPROVED
~ ~ k ~ r ~ ` E
' t ~ it ~ ~ ~ , ~ ~ MANNER SUrvH THAT .FURTHER SEDIMENT TRANSPORT
' w , i ~ r "w ' ~ ~ DOES NOT CICCUR.
, _ I : , _ ~i ~ ~ 5 -ALL DISTUR~3ED AREAS LEFT EXPOSED SHALL, WITHIN
~ ~ } ' ~ ~ ~ ' t ~ 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE
E i ,.w.. w»..,. .~-M , i` ' f ~ ~ s s t ~ @ OF GRADING; WHICHEVER PERIOD IS SHORTER, BE
AIR RELEASE MANHOLE i ! ~ t ~ 4 PW .---.--r.s~....~+ ~ 1 I , ~ ~ PLANTED OR OTHERWISE PROVIDED WITH (TEMPORARY)
. , _ w i ~ ~ ~ ~ ~ % s ELEC CONDUIT ~ ~ ~ GROUND CO~/ER, DEVICES, OR STRUCTURES SUFFICIENT
' ~ 0257701 R t r i SEE NOTE 3 ~ ~ ` I TO RESTRAIN EROSION. ~ ~
FOR CONTINUATION ~ ~ ~ ~ " ~ ~ ~ i ~ ! ~ ~,.v ~.,.....~,~.~.~.,~.~.,_~M.~,~._,~.._.~,. ALK i CONTRACTOR SEE DWG G2 EXIST SIDEW _ ~~,x„ -CONTRACTOR 6 (PERMANENT) GROUND COUERSUFFICIENT TO
.-i ~ , S E NOl',E 1 , , # ~ i LAYDOWN ARE, LAYDOWN AREA 1~: ~ ~ RESTRAIN EE~OSION SHALL BE PLANTED OR OTHERWISE
[E i ~ , _ _ - - I PROVIDED WITHIN 21 CALENDAR DAYS FOLLOWING THE
; ~ I ~L-----~ ~ ; ~ 3 SILT FENCE, T ~ t SILT FENCE, TYP ~ I COMPLETION! OF CONSTRUCTION OR DEVELOPMENT,
~ it SEE NOTE 12 ! ` E STANDBY' POWER _ ( SEE NOTE 12 ~ ~ WHICHEVER ;PERIOD IS SHORTER, ON THAT PORTION
, NEUSE RIVER 0227000 t ' G~NERAT R 0227000 ~ ~ OF THE TRACT (DISTURBED AREA) UPON WHICH
I.~ PUMP STATI0~1 ; . ~ FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN.
i y..,.., .w...._. ~t, ,m
- ~i ~ s ` It ! EXIST 54 I if f t I I i ~ ~ ~ EXIST 54„ww..._.~..,.., ._,.a.~v~,.a~,...~~.~, `~„.~EXISTING
I SANITARY SEW GEND LE t t~ ~ti t ~ i SANITARY SEWER MANHOLE 1 ANY SOILS STOCKPILED ON SITE SHALL HAVE APPROPRIATE EROSION CONTROL MEASURES INSTALLED
~ ' ~ a`~ ~ s AT THE PENIMETER OF THE STOCKPILE AREA. SILT
NEW EXISTING I ~,i l°° it , i ~ i " I i c k ~,M~°°'~ FENCING SHALL BE AS PER. SPECIFICATION SECTION
. ~ t ~ 9 i , 02910 -FINAL GRADING AND LANDSCAPING.
~ BUILDING/STRUCTURE 8 ANY SOILS ~0 BE STOCKPILED FOR MORE THAN 21
.1 ~~kIST ~I~ECTRICAL ~~.,.r.,~~..~,~-;~++~,p„.~,,~,.~w,~,, qq~~-~-.,,~ ~ Y , i i ~ s: .w ~rP.W.:1 w£~i.u ".~1~~.. . ~ s vr.u ~°'~8" GRAVITY SEWER CALENDAR GAYS, WHICHEVER PERIOD IS SHORTER,
~ ~;s CONDUITS s 1 ~ , t , t ; 'i ~~F~ SHALL HAVE TEMPORARY SEEDING ESTABLISHED
BITUMINOUS PAVEMENT SITE NO 3 - - - - _ ~ - EXIST..HOLLY.. BllSHES" i ~ ~ y w - _ - - - SUFFICIENT TO RESTRAIN EROSION AS PER THE
~ SEE NOTE 2 , ~ ( ) i _ ~ ~ i .,r~~ ~ REQUIREMENTS OF SPECIFICATION SECTION 02910 -
CONCRETE CURB ~ I ~ ' - .~.,m~,.•,.,~.~... AND GUTTER FINAL GRADING AND LANDSCAPING.
1 ~ ~ t EXIST AIR RELIEF I 9 ALL EXISTINS AND PROPOSED YARD AND CURB INLETS
-r-,--,-~ .,.~..._r_....._ , ~ ~ ~ t ~ MANHOLE _ ~ d GRAVEL ROAD t ~ DOWNSTREAM OF DISTURBED AREAS SHALL BE
~ i i I ```r i PROTECTED '!'WITH APPROPRIATE YARD INLET OR CURB
I~ ~ i ~ _ I ~ , INLET EROSI,~N CONTROL MEASURES FOR DURATION OF
~ ~ ~ , , CONCRETE` PAD AVING ~ F-~`", ..A~ . ~ ~ ~ CONSTRUCTION ACTIVITIES OR UNTIL SITE HAS BEEN
/ ! , ` i / ~ # : , f ~ ~ ~ i~ PERMANENTI!.Y STABILIZED , SEE DETAILS 0227001 ~1 AND 02270(x)2, RESPECTIVELY.
.........._.....M ~ , , w.~..,, ~,_w:...~ CONCRETE SIDEWALK ~ t ~ ~ , ' ; ; ~ ~ _ - . f .F` 1
i 1 ! f r r ~ p 5 /i - 1 I ~ 10 ALL EROSI014~ CONTROL MEASURES SHALL REMAIN IN
/ f : i 1 # PLACE UNTIE ALL DISTURBED AREAS HAVE BEEN
CONTOUR h 300 r ~ ~ I PERMANENT~.Y STABILIZED.. ONCE ENTIRE .AREA HAS
f ~ r , ( , I I---EXIST 24 / i f BEEN STABIIrIZED, TEMPORARY EROSION CONTROL
' i 302.00 SPOT ELEVATION ~ FORCE MAIN ..x302.00 ~ , ~ I ATTENTION CONTRACTORS MEASURES ~IAY BE REMOVED AND LOCATIONS GRADED, SEEDED, FERTILIZED AND MULCHED PER
X ,1`fi, # ; I, ~ ~ ` ` SPECIFICAl1t~N S0 AS TO BE RETURNED AS CLOSELY.
F E TY LINE : ~ Y~Y,I € I __..~w.., w_._.._. PROP R ~ t The Construction Contractor responsible for the extension of water, AS POSSIBLE TO ORIGINAL CONDITION.
I I sewer, andlar reuse, as approved in these plans,.. is responsible fo[ 11 GRADING AF'OUND STRUCTURES SHALL ENSURE
t: ~ • CONSTRUCTION LIMITS contactfna the Public WorksDepartmentat 9f9 83f•68f0, POSITIVE STORMWATER RUNOFF FROM STRUCTURES.
i _ ~ _ . and the Public Utilities Department at fs 85~-~5~o at least
--x-x-x _ FENCE... u, (RESET/NEW) twenty flour hours prior to beginning any of their construction. 12 SILT FENCE ,SHALL BE CONSTRUCTED AS PER DETAIL
PilbI1C 0227000, INCLUDING INSTALLATION OF STEEL POSTS
APPROXIMATE WOODLINE Serer Collection /EYtension S sY ten ANO GALVANIZED WIRE FABRIC.
The City of R The City of Raleigh consents to the connection and extension of the City's Failure to notify botp Clty Departments in advance of beginning
W , public sewer YARD. PIPING public sewer system as shown on this plan.. The material and Construction construction, will resu~ in the issuance of monetary fines, and tequlre
methods use methods used for this project shall conform to the standards and reinstallation of any water or sewer facilities not inspected as a result of
SILT 'FENCE specification, SITE PLAN specifications of the City's Public Utilities Handbook. this notii~rcation failure.
DISTURBED AREA: PERFORATED
1 -2~ Cih~ of Raleig. m. SUBORAIN PIPE PUMP STATION: 0.20 ACRES Public L?tilitie r.,~t<- ~t xale~gll Failure to calf for inspection, InstaN a t)ownstream'Plug, have Public Utilities Department Penult # Permitted PianS On the ~obSit@, Of ahy OtheC yibi8tio110f City Gf
PIPELINE: 1.55 ACRES 10 • ~ MANHOLE .~uthoriz~ation Raleigh Standards will result' in a Fine and PossiDie F.xciusionfrom .~11f1101'1Zk1t10t1 to t~Ol1St1UCt future work in the City of Rafeigit.
TOTAL AREA: 1.75 ACRES
Date Date
ISSUED FOR CONSTRUCTION
JBM
DESIGNED N CAS CARO ~ 0 ~ ~ DEPARTMENT OF PUBLIC UTILITIES THE SCALE BAR DATE JUNE Zoos ~HpWN BELOW H & S JOB -zn~nn
nnn r~~ A. n~ /_~1 ~A, ti
DRAWN UKLI MEASURES ONE NUMBER w ~
Q RP < < RALEIGH, NORTH CAROLINA GENERAL ME INCH LONG ON CONTRACT DRAWING
'AL SEAL IiAZEN AND SAWUR . CHECKED ~A
9463 44j 10118 Environmental Engineers & Scientists SITE PLAN THE ORIGINAL NUMBER NUMBER
PROJ. EN( t. JBM ~ FNG 6t ~ 4011 WestChase Blvd Raleigh, North Carolina 27607 NE NEUSE RIVER PUMP STATION DRAWING. 1 G1
2 CONSTRUCTION iN ~p F c~, F F a3 A ~ FORCE MAIN
1 REGULATORY APPROVAL -10117,10T J M SHEET 2 OF 12
NO. ISSUED FOR DATE BY APPROVED
11, /07 T 14nm F11F= N \30799AGFN\rnni ov JBFNFpICT XRFFS=001\PS-5T, MISC\30799T8.

NOTES
90` BEND ` ,..;',STA... 5+52.68 L SEE SPECIFICATIONS FOR PIPING
0 MATERIAL.
~
0 3 f 2. EXISTING GROUND SURFACE ELEVATIONS I TAKEN FROM WAKE COUNTY GIS
;
r ' 11.25' BEND i ~ LIMITS OF CONSTRUCTION SURVEY BASELINE TOPOGRAPHLC SURVEY. INFORMATION, CONTRACTOR SHALL FIELD VERIFY ALL
0% , STA 6+61.59 Q i ~ , . (TYP) k ' END ELEVATIONS BEFORE .CONSTRUCTION.
~;ST , +~4 ~7~ ~ AIR RELIEF MH,
' x ' 1' ~ ~ ' SILT FENCE ~ ~ p ~ STA 1+31.00 3. CONTRACTOR SHALL CONTACT NC LAND f QUALITY SECTION AT 919 791-4200
D ~T~) ~ ~ ,c~ ~ ' ~ I ~ ~E~E~~E~TAIL 1/D2~~ ~ )
; i G ~ 1 1T r ~ ~ AT I~.EAST TWO (2)WEEKS PRIOR TO ~ ~
• 1 _ ~ 1 . 22.50' BEND ~ ~ r~ t r,~ , , ; , , . ~f,~`i,r ;l ~ ` ? ' BEGINNING CONSTRUCTION TO ARRANGE
1.44 . ; - ~ STA 9+1 ~ . , : , ~ , ; ' ~~I,QQ ~ ~ ' ~ I ' ; ~ " EXIST PUMP STATION PRE- CONSTRUCTION MEETING. / 4. NO CONSTRUCTION OR LAND
45' BEND v.. p . ~ ~ ~ 1 ~ . , , ~ STA 11 +55.05, ~ ,
1~ _ , , ,ti ~ ti, _ , , _ ~ 1 , i ~ ~ ` / DISTURBANCE ACTIVITIES MAY BEGIN
, • ~ . f i1 : \ i , 't'.. ` ' ` - r , REFER TO DWG G1 UNTIL ALL PERIMETER EROSION
, ~ . 1;>~ 46. : ~ , e. . . . ~ ~ i , ,w i _ l 1 , ; ' ` ~ ~ i~~ ~ : . ~i' ~ ` ~ j ~ ~ . ~ i FOR DETAIL OF CONTROL. MEASURES ANO
~ S, ~ . ` ' f' ~ i ~ ~ i PUMP STATION AREA CONSTRUCTION ENTRANCES HAVE BEEN { ~ ,~j, i ~ Q ~ i Q INSTALLED IN LOCATIONS AS .SHOWN ON
~ ; { i r , y I ~ : i +f ~ A' THE CONTRACT DRAWINGS.
_ ~ ; ~ C n . , ~Q~ , , 4 . ND
~ , STA 3 9 e. , ~ , t t . - + ti ~ ~ 1 , , ~ 0 _ F ~ ~ ~ ~ 5. CONTRACTOR SHALL USE WATERBARS
, , ti , P 5~. ~ ~ m ~ i 1 p{# ~~`'°'°'~~"i (SEE DETAIL 1/D3) OR OTHER
~ ~ , , ~ ~ , . ~ ~ - . ' . SILT FENCE i ~ i° APPROVED WATER DIVERSION MEASURES
~ ~ , ~ . , ~ I - . , INV IN 166.43 ~ - (TYP) ~ ~ A TO OONTROL RUNOFF IN DISTURBED
`45' BEND , k ~ ~ iNV OUT = 166,23 ~ ~ ~ AREAS OF PIPELINE CORRIDOR DURING b~ tr CONSTRUCTION ACTIVITIES,
11+63.12 ~ 1 1 'STA °
i PROPOSED 36 FO CE MAIN ` ~ ~ ` 4 EXIST FORCE MAIM"""'~ ~~k~ 6. CONTRACTOR SHALL NOT EXCAVATE A
~ y ,t , f GREATER LENGTH OF.PIPE TRENCH
1 3 ~T. EXIST MH THAN CAN BE INSTALLED, BACKFILLED,
EXIST MH t MH #19 ~ 1 EXIST MH ~ AND STABILIZED IN ONE DAYS WORK. r~ ,
RIM = 198.45f ~ RIM = 195.83f ; INV = 182.94 RIM = 171.90 7. CONTRACTOR SHALL USE COFFERDAM
IN-,V = 182.75f ~ ~ 0 'a ~ ~ 3 ~ 4 ¢ e, INV IN = 160.20 ~
1 ,00 , J INV OUT = 157.98 ,~~~,.,m~ AS DETAILED ON DRAWING D2, OR ' " OTHER APPROVED METHOD, FOR
X ST 60 RCP ~1> EA ~ , _ OPEN-CUT STREAM CROSSING.
x-*-=- EXIST 66 RCP ~ EXIST 8° GRAVITY SEWER MAXIMUM WIDTH OF DISTURBANCE
PLAN ` " ALLOWED FOR ANY METHOD USED IS 40
FEET'. COFFERDAM SHALL NOT EXTEND MORE THAN ~ WIDTH OF STREAM AT
1:50 ANY ONE TIME DURING CONSTRUCTION.
200 ~ ; j : , 200 i I I ~ s 8. ALL DISTURBED AREAS LEFT EXPOSED
i i ~ t I ~ 4 ~ ~ ~ I ~ d
~ I i ~ I s i ~ i E ~ i SHALL, WITHIN 21 CALENDAR DAYS OF
I ' ~ f ~ i ' i i ~ ~ ~ ~ i ( s I i , ~ I t COMj'LETION OF ANY PHASE OF
I ~ I ~ ~ ~ I I ' , i AIR R~LIEF MH ~ GRAk~ING, BE PLANTED OROTHERWISE
~ 11.25' J BEND i - I ' . ~ _ _p .w... r ...R.n._ ;M. gym, , .A ~ n . 195 w,~~%,..~...~~..~M ~x,~.~ ~~.,.....~....~.~~._.........~,.....~o.~..~.~ _.a..~.~...,..~.~,~.,a ~~...~„F_.~n.~~.,...~..,_, v,__W, ~ . „4.~ m~.~..~. STA 1 x+31 00 ! PR0I~DED WITH TEMPORARY GROUND ....,.re..~~,m..,w..~,F_....~.~. i ._..a- _,.,.~m..~~ I ~ .s- 195 COVI=R, DEVICES, OR STRUCTURES
I ~ ~ { ~ ~ ~ 1 SUFFICIENT TO RESTRAIN EROSION,
i ! ~ ! ~ I i { , ~..~~,w
i G { I i s { t I G f I € 11.2' MJ BEND 11.25' k MJ BEND j 9, PERMANENT GROUND COVER SUFFICIENT
i I~ I j ~ t L` 1 ~ i i f I e ~ i TO RESTRAIN EROSION SHALL BE
3 ~ 9 ~ s ~ ~ ~ j _ I ~ ~ .~.,...d . ...~a_. .r._.._~,.,,. u..~,._.. „ _ ._s. _ ~..a.,.,. n..;.. ~ ' 1 I Ww., ~ ..,.w,,,... .~..w....~ ~..~..~,.~,,w....~...~, , , ,..~..._M_~...,~ ~ ~ ` ~ WITt~TED OR OTHERWISE PROVIDED ~I... _~.Krv.:.. ' ,_....~.~wrv..,~.,-,~,,..~ ,.~~...~,,~.~..~..-~~,....,..~.a,~.~. i , .~A` ti...a~,~_.~.-...,~..~,r..~,..,~,~,_,..~...,,..:~,., 190 PLAIN 21 DAYS FOLLOWING COMPLETION
190 r .~,~,,..~.u,.~. ~ , r ~ ~ r,,F OF (CONSTRUCTION OR DEVELOPMENT,.
E i i ! € 1 ~ 11.25' J BEND ; i E ~ i ( ~ ~ ON 'THAT PORTION OF THE TRACT
~ 1 ! i ~ ~ i I 1 EXIST GRA[~E 4 f GRAS E 4 ~ i ~ (DISTURBED AREA) UPON WHICH
~ E ~ i; I i 3 ~ Y ~ i I ~ I ~ SURVEY BASELINE r ~ i I f BEY BASELINE I ~ ! FURTHER ACTIVE CONSTRUCTION WILL
I ~ ~ . V_.~.. l . ..__m.~ _M,_ T._ _ . ~ _r....~.__. w..~..,~.~...~~,.w._m.w. ...M...._.....~,,... I ~ ~ NOT BE TAKEN. r.M.~ ~ ..,..,..-:,~~.M,~ ,.~:..-..,~,..-._,.,.,~a:~._ .185
185 ..~r ,..,.~.,..aw...~.,,m..,~.. .m~ ~I~. n r I i ( I ~ ~ ~ I . 1
q b 1 ~ 1 ~ ' ! P ~ ~ "1 ~ I ~ i r f` ! ~ 10. EROSION CONTROL MEASURES SHALL BE E ~ E i ~ CLEANED WHEN SEDIMENT VOLUME
I D I Z r- a ~ ~ i REACHES 1/2 OF TOTAL VOLUME OF
f ~ _ ~ MEASURE.
I ~ ' ~ i ~..~r ' ~ ~ ._.~..~...,.-..,-.w_. I u ...~~~~-....~~-,n.~.,~~_.. 180
.~~,M:a....~..M. 3w...~..w.,» ,..».rii,..,,.,.,,.,.,..,.,»~ ,.~s.,...,,..A.,...w..,.,,.,~, ,~,~..«.~...,.~~;...~.:.,~.~.._.,.,.,..,.,.~....M,.,..,~.~_., ....Y ..............w. ,_...n..,~, - ,v..,. . ...._,.m__ DQ_~..... 180 k ~ ~ T ~ _ s _ ~ E~ST1 ~ A~ ~ '~,j • a I N N u A N r- 11, ALL-SEDIMENT REMOVED FROM EROSION
60 MCP a Fl N to i i ~ o ~ ~ rn ~ f CONTROL MEASURES SHALL BE I + Z DISPOSED OF IN A SUCH A MANNER
i I 1 m L(~t i~ EXIST o ~ ~ F~ ~ I ~ I p
60, CP w ? Fc , 50 NEUS, BUFFER ~ 50 NEUSE BUFFER o ~ I~ ~ rt ~ I ~ ,'jr I r THAT FURTHER SEDIMENT TRANSPORT ~ 7`~ 9 ~ f DOES NOT OCCUR.
m i I rn~ rnV7 , 0 _ _ , . .n_.. ~m~....:,.~. , . ,N,,A._ l i f .:-_.....M.. ~~,_.._,..-_...u_~,. ,:s ~..,,.,-.~,.:~~..,.v,~,r. ~ .~~.~_,~...,m.~..~.,,.,.-~..,_.~.~... 175
175 . .._,p. M } 45' BAND ~ ~ ~ ~~,.~a. ~ 12. ALL EROSION CONTROL MEASURES
STA '1+63.12 ; , i i i r ' ~ ; ~ SHALL REMAIN IN PLACE UNTIL
_m _ d,..x ~ , I ~ - _ t.._" ! ! ~ j i CONSTRUCTION IS COMPLETE,
3 , ~ PERMANENT VEGETATION IS ~ I ~ CL EL 172,50 j ESTABLISHED ON ALL DISTURBED
~ i ~ ~ ~ ~ ~I e~i ~ ~ 1 1 . , I i AREAS AND CONTRACTOR HAS
' _.~,r ._.x. .,.~r_,,.. ~ _ , . ti 170 fi W., 4.,,~,..-.~. I i 1 0 OBTAINED APPROVAL FROM NC LAND
1 I r - I I. ~ j ' 4 COVER I I ~ ~ ~ QUALITY SECTION AT [phone]
~ . OF ALL SITE STABILIZATION MEASURES.
i 1 .25' MJ BEN AREA OF EACH EROSION CONTROL I
I f i t } I ~ 1 3 1 I ~ I ~ ~ ~ d ~ 45' MJ B D 1 .25 MJ BEND ~ MEASURE SHALL BE .REGRADED AND
~p .165 ,.~~.~~~.n.~,,:.~.,. ,~r- ~ SEEC)ED TO MATCH ORIGINAL CONDITION. ~ ~ ~~..°~°,-n~ 165
~ p ~ ' ~ ~ j I i I _ ~ E IST FAC-- E OF WALL M ~ EX 8 SS 5' BEND ~ A PUMP STA~fION i 13. LOCATION OF JURISDICTIONAL STREAM
i ~ I ' ~ ~ l i 8 t I e g STA 3+75 TA 2+64.67 ~ ~ BANKS AND NEUSE RIVER BUFFER
S ~ j I ~ ~ i 7 i t r INV 165.6 ~ § ) BABIED ON ENVIRONMENTAL FIELD
~ i ~ ' ~ $ i 4 45' MJ B D ~ INVESTIGATION CONDUCTED ON
~ 5' MJ BEND 160 ~ _ w . w ..._u... _ . , , ti_....:,.~. 160 BY: , ATTENTION CONTRACTORS EcoscIENCE
~ I i ~ ~ ~ i ' 1101 HAYNES STREET
I 3 I i 11.25' MJ BEND 45' MJ BEND CRA~TREE CREEK € SUITE 101
i i ~ ~ ! ~ 1 f , ~ - i ~ @ ~ s The Construction Contractorresponsible~or the extension of water, RALEIGH, NC 27604
t ~ i i sewer, andlor reuse, as`approved in these plans,. is responsible for (919). 828-3433
i ~ 1?1.25 BEND ~.,es _ nti_. 1 ~,~x .~..,~,~~N~~~,,ra.~q ..,.w,..,~~..~....rt.,~~~.., a..,~.,~,...,ff,a..~ ..,.:m .._.a. r, _ _n... ~ ~..~.~.ro 155 ~ r ~ A 6+61, 59 . _ K x .ro , contacting the Public Works Departmen# at s~J9 e3"<•~e1'o, 155 14. MAIftTENANCE OF EROSION CONTROL
a ~ I ; ~ E ~ s ' and the Publ?C Utilities Departmen# at .919.851.4540 at least
i I fi ; I I Fi twent~fourhoars prior to beginning any of their construction. MEASURES SHALL BE CONDUCTED BY
~ i I ' pU~i1G THE APPLICANT NAMED ON THE COVER
~ ~ ~ f f I ~ 1 ~e>~~et' C'ollectioi><;' E~tensio»i S}Fstetlr SHEET OR ITS DESIGNATED
I I I 4 MIN COVER ; The City of Ralei~ . _ a.w 150 . ,~.,....,,~,.,~rv,,..~,.~. ,_~..._,.,_...,~-..~-~,,..•ro•~.--..~., ....~...,W..~,.,~.~,... ~ .._ri..,.u_.. ,._.,.~v.,~..mu. n_...n. r _ p Uc ,~~w "he City of Raleigh consents to the connection and ~stension of the City's Failure to notify both City Departments in advance of beginning
~ ub sewers st I ~ ~ I ~ methods used for public sewer system as shown on this plan. The material and Construction construction, will result in the issuance of monetary Ernes, and require 150 Methods used forthis project shall conform io the standards and reinstallation of any water or sewer facilities not inspected as a result of '
3 ~ 1 I ~ i I specifications oft specifications of the City's Public Utilities Handbook. this notification failure.
~ ~ I I 1 ~ i ~ ~ ~
~ROPOSED 36° FORCE MAI I i i ~ I j ~ a I CityofRalei~i ;ity of Ralei~i Failure to call for lnspectron, rnsfall a nownstream Prug; have
i Public Utilities D ~,~...,w...k,,...~,~.~..~„~.v, ,M.,.,..,~...v,w.v..~.b.~.~.,.~...._.~ ~ , , . __.n . _ ~..W. ~ w...~ 'ublic Utilities Department Permit # _ Permrtted Plans on the Jobsrte, or any other Vrolatron of City of 145
145 ,,,.u.,m,u.,,.~ ..~,..~,_...,..~w.. .~...,._.....,.,M, ~M,..~...,~.....~......~.m..,..m.... ..~..m .,,m~,. ,M.._..,u,.~~..,, ..u..,.., i Raleigh Standards will result in a Fine and Possr6le Exclusion from '
I Authori~ationto Ci ~ { I 1 ~ " ~uthori~ation to Construct future work in the City of Raleigh.
i I ~ j. ~ )ate
I ~ ~ i 1 a Date I ~ 'I 45' MJ END ~ 5' MJ BEND
~ j ~ I i a
140 , 140
0 13+50 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+0 4+00 3+00 2+00 1+00 0+00 -1+00
PROFILE

VERT: 1 = 5 1
HOR: 1 = 50 ISSUED FOR CONSTRUCTION
JBM DESIGNED ~ CARO CARO
- / , n'~ / , DEPARTMENT OF PUBLIC UTILITIES TH : scAl~ eaR DATE ^ , ~uNE 2ooa cuinwu aci nw
or FES 'ti o` ~~ssro 36' FORCE MAIN ""w" " & JUU 30799
DRAWN EWN o o N 9 RA RALEIGH, NORTH CAROLINA MEASURES ONE NUMBER
s CHECKED SEAL ffiZEN AND SA%TR
9463 10118 Environmental Engineers & Scientists GENERAL INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER
~ PROJ. ENGR. JBM ';0 0 NEUSE RIVER PUMP STATION PLAN AND PROFILE DRAWING. 1 G2
2 CONSTRUCTION F/VG INE- J' CD~ 4011 WestChase Blvd Raleigh, Norfh Carolina 27607 NE 6 ~0 F F G ? °3 ° ~ p~ N E~
i REGULATORY APPROVAL Rr S. B. M FORCE MAIN
Itio~ NO. ISSUED FOR DATE BY APPROVED SHEET OF 12

REMOVE EXISTING HVAC NOTES;
A CONTRACTOR SHALL CORE DRILL DUCT AS SHOWN
~""~z-~ OPENING IN WALL TO ACCOMODATE M1 1 REMOVE AIND SCRAP EXISTING 30A 600V DISCONNECT SWITCH ASSOCIATED WITH EXHAUST FAN. REMOVE
EXISTING HVAC DUCT 36 WALL PIPE AND SCRAP CONDUIT AND WIRING BETWEEN
f DISCONNECT 5WITCH AND. EXHAUST FAN MOTOR.
k ,....,~,......n,..,~..,.,~..,...M.., ...,.M,.>~,: ...„.,N,:,.. <,...,....,,....,.,»,,.,....M....,....,._«..~....R,.........-.,.,..~........w,a.......4...,.~,a...,...~,.:, ,.,.a.,,.... ..~.,.-:.,..,,.,.-W„~..., a,,.:., ,„s. REMOVE AIND SCRAP CONDUIT BETWEEN. DICONNECT
a ,.E € Ittj SWITCH AND WALL; LEA~NG WIRING INTACT FOR
REUSE.
j
i ' . ~ ' I a ~ I ~ i ~ ~ i I i
~ ~ ! ~ ~ i ~ ~ 1 I ~ REMOVE AND R 0 ATE i k UP~ I ! ~ ~ EL C f I I ~ ~ ~ I
I ~ ~ i i i ~ ~ ~ ~ EXISTING FAN I I 9 a , f I ~ p ~ ~ I r ~ ~ ~ ~ ~ ~ I, I ~
I ! t ~ I r t j
# ~'I i '
REMOVE EXISTING HVAC DUCT ~ t gg ~ i ~ ~ ~ ~ ~ 9 € ~ ~ ~
~ I 1 AS SHOWN EL i ~ I EL 180.00 I '
i ~ ~ _ . ~ ~ Y ~ f ~ ~ I E ~ l
~ ~ ft 4 1 ~ ~ ~ ~ t i! ~ I ~ I I ~ ' ~ ~
s ! { I ~ ~ t ~ry..~.~i
t PUMP~NO 3 f t _
4 _ . EXISTING 30"z 30" HVAC DUCT PUMP NO i PUMP NO 2 ~ _ _ _
r,, P 1 { a}P€{~
+ w,. r ~ P/'s.::~ ~ t I h I / wiw.ww.m~wu.rmrw..wwww». ,.-m..nxnmu.mam.mr.+u....~....nuawann.ar.~.wvs+smw.~rw.w. mmm.nwy ~ +`mr.rn.m~.~a+r.:. ~ ~ ~
I ~ ( l~ t; ; ~ ' ~ ~ ~ 'r i ~ REMOVE EXISTING ALUMINUM E $ io-. ~t ; ~ f Pi „A ~ I s.;. p___ F i
~ `"~~~`r= ~ ~ ,,y s EQUIPMENT PLATFORM w ~ _w.,..~ ~ i a ~ r ! ` AND ACCESS LADDER
8 " 6,,,~,,,~ ~ t a ~ S Y~ r~ i ~~.~~~~~.~ro_~.,~~~~....~...,~~,~,.
~ } II e 4~ ~ 1 I h! i i 4 I i ~.~~„w... ~ i
~ EXISTING 30"x 30" HUAC DUCT ~
_ I ~ i si ~ t I l I a ~ i i ~ i" ~
I j ~ t j ~ ~ ~ i ~ I # _ ~ - _ i f r t
~ i t ~M,
f ;~ro. s i ( f i : ~ ! ~ ( t;"f ti d I
~ 't. E I
e d a
~L., , ~ g ~ I" ~ ' y ~F. a 1 F S
Fryf! R
~ ~ ~ ` C ~ ~ REMOVE EXISTING BLIND . _ _M.... _ 6
~ ~ r FLANGE
~F ~ REMOVE EXISTING 30"x 30" HVAC DUCT
24 DIP DISCH, ; AS SHOWN
CL 167.00 .F_ ~ ~ _j_ _.a..
~ i ~
~ ~
I ~ ~ ~ ` 4 f i 44
o f ~ I ' ~ i I1 I f Y i
7 i ~ ~
i i
r @
~ i I ~ I I E
I ~ ~ I
~ ~k i ~ I ~ ~ z REMOVE AND RELOCATE
C i € . I. i I ~ EXISTING FAN
~ ~ I
WETINELL N0. 1 WETWELL N0. 2 ~ E EXISTING WALL MOUNTED ~
_ ~ - I LIGHTING TO BE RELOCATED
~,M,~. ,.,.r-.~.E~.~~ EXISTING HVAC DU STING HVAC DUCT TO AVOID NEW PIPE. SUPPORTS
EXISTING SLIDE a 3
GATES, TYP } ( i ~ I i
~ E EXISTING PROPORTIONAL i REMOVE EXISTING ALUMINUM
~ 1 I WEIR I EQUIPMENT PLATFORM
I F AND ACCESS LADDER
3 ~ I
~ 3K ,
~ ~ EXISTI G DIS ONNE STING DISCONNECT ~ !
°`~~'``m 1 SWITCH (SEE NOTE TCH SEE NOTE 1 i
~ , ` IN CHANNEL GRINDER ~ ) o i~
I~ ~ ~ ~I" ~o
I ~E~,. ~
MANUAL BAR SCREEN I , ~ ~l
~ ` ~ ~ EL 136.00 EL 136.00
E i , E f ~ { ~ ~kl~E
{ E
J l
~ ~ I 3
t f
,ply 3
i f ' ~ /
J SECTION A
I
I I
t ' ATTENTIQN CONTRACTORS
7
The Construction Contractor responsible for the extension of water,.
j a sewer, andlor reuse; as approve~ri in these plans,. is responsible for
` EXISTING 54~ DIP INFLUENT contacting the Public Works Department at f919) 831-.6814,
and the Public Utilities Departmeatat 919 85T-4540 at least
twentvfour hours prior to beginning any of their construction.
Public
Sewer Collection. l Extension System Faiiune to notify both City Departments in advance of beginning:
The City of Raleigh consents to the connection and extension of the City's
public sewer system as shown on this plan. The material and Construction construction; wiq result in the issuance of monetary fines, -and require methods used for this project shall conform to the standards and reinstallation of any water or seuirer facilities nbt inspected as a result of
specifications ~ the City's Public Utilities Handbook. this'natification failure.
I
ry4 City of Raleigh Failure to call for Inspection, Install a Downstream Plug, have
Public Utilities DepaiUneut Permit. ~ Permitted PIanS On the Jobslt~, or any -other Violation of City of
Raleigh Standards will result in,a Pine and'Possible Exclusion from
Aathorzat~ou t~ Lo?~shuct future work in the City of Raleigf~:
D M LITTON PLAN Date t
„ ~
1/4 =1 -0
ISSI~ED FOR CONSTRUCTION
JBM DESIGNED CAR CAS
DEPARTMENT OF PUBLIC UTILITIES _ _ _ . _ _ . _ _ . _ _ _ THE SCALE BAR DATE A wJUNE .2008 c4anuiu a~i nw , ,
DRAWN BRC o` F ss Essro PUMP SlAlION - MODIFICATIONS h & ~l dUt3
~0 9 ~ ~o by 9 R/ < Q < MEASURES ONE NUMBER 3099 RALEIGH, NORTH CAROLINA INCH LONG ON
SEAL MZEN AND SAWUR CHECKED
9463 10118 MECHANICAL CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER
PROJ. ENGR JBM Environmental Engineers & Scientists . ~ o NEUSE RIVER PUMP STATION DEMOLITION PLAN AND SECTION DRAWING, 1 M1
2 CONSTRUCTION eNGINE~ 4011 WeslChase Blvd, Raleigh, North Carolina 27607 NEI F F zoo ~
1 REGULATORY APPROVAL 2. D 11^ S. B. ME FORCE MAIN
NO. ISSUED FOR WE BY APPROVED f2 SHEET 4 OF 12

NOTES.
C
NEW ACCESS PLATFORM AND N z-~.- -Z M3 36 FORCE MAIN ~ NEW _z~~ 1 CONTRACTOR SHALL ADD A 20A, 1P BREAKER IN EXISTING LIGHTING PANEL LP-1 FOR FEED TO
- STAIRS (SEE STRUCTURAL DWGS) I FIT-101. THE SHORT CIRCUIT RATING OF THE
1509222 BREAKER 'SHALL MATCH THE RATING OF LP-1.
i i ~.M._w ~ ..~r,...~ _.~-w.~_.~.~...« 2 ALL CONDIJIT AND FITTINGS SHALL BE RIGID
- 1509207 ; , ..a.,~ .-y..~.~ v..~,_.,.~ ~~._._..R .~w,.....~ w,wr,..r...N:..~.,~.. ALVANIZED S v . m G TEEL
~ I ' i i I . i t~r 4I _..R,_; ~ ~ 3 ALL POWER WIRING SHALL BE STRANDED 6O0V
' , , i t ~ I . ~ m.~ ,~..r I ~ LP-1 _ THHN/THWN,
. ~M ~ i EV ~ ~ i 1 I 4 I P A { i i ~ ~ ~ ~ I ~ i i i
4 ~ i ~ I ~ ~ I i i 1 3 ~ 1 s I ~ UP I B 4 1 t 1 ~ ~ I 1 1 p ~ 'oNl ~ { I, E R , I i i ON: ~ ~ ~ ~ SEE NOTE 1 ~ 4 j 4 TWISTED PAIRS SHALL BE OKASEAL-N TYPE SR-OS ~ t
I ; 4 ~ ; ~ i ~ i I I I l NEW 304 SST, 30 x 30 HVAC DUCT I l i t! ~ 1 I I~ i i , 1) ~ i I i I ~ ( I I li I~ I ~ I ALL SUPPORTS FOR NEW HVAC DUCT AS MANUFACTURED BY OKONITE OR EQUAL. 1) ; '
: , { ~ { ~ F 1 ! ~ { l I ~ SHALL BE PER SMACNA ? s. t I I i ~ EXISTING MCC
~ ~ _ w . . r S ' x i# ' ~ ~ ~I ' S FOR STRUCTURAL STEEL NOTES SEE DWG SL ~ I
, °"'"T". 3 4 t ! t 6 CONTRACT'~OR SHALL REPLACE EXISTING FLOW
I - I ~ ~ { r . _ E , I ~ a i ~ { II ~t , i ~ ~ , c ~ ~ 1, I~ E TRANSMITTER AND INSTALL NEW CONDUIT AND WIRE
E i i I~ I I ! I I I: € 9 ~ ~ I , ~ I t RTU I ~ I ~ I I M4 I BTU TO THE E)ISTING RTU AS SHOWN. INSTALL NEW
I € i I, 3 i I I I M4 i i I ~ { „ } 1 I ( i I I ' ~ i , ~ i t ~ i s II i 1 WIRE FURNISHED BY TRANSMITTER MANUFACTURE
~ i 14 I i ! s i ~i! ~I I I I i i }4 s I , F ~ ~ 6 $ ' ax~rtmw.~.xc ~...,=w.wrs-au..+v+m6rvu ~.....:v.mc. ~n..lw« mi d, naww. +...ma..l~ " E FROM THE TRANSMITTER TO THE NEW MAGNETIC
I +i , N 5~-0° SQ AL FLOOR HATCHES FLOW METER IN EXISTING CONDUIT.
- ~ i i i. I . H~ae~,~~. _~~e.~ ~..a. M~,a~,~.p~ _o_~~.H.~n~ r~ .a~.~ rma~
PUMPiN0 3 ( I 1 t i PUMP NO 1 .PUMP NO 2 r-------I
e ~ .a 1 s
I ~ R _f_ i ~ PUM 0 a ~ro .4 i IE 1 ~ ~ ~ ~ ~ r 3 3 i
t ! is i I l„r ~ I i I F ~ ~ F~ a i A ~ ~ ~ ~ i MINI k
I ff ~ ~ r " ; t~ ~ ~ ~ / ~ 1509404 I I 1 I, . f__.._ - - _ . ~ , . ~ I; r ~ ~ I , MINI ~ ~
I `I ~ ~ ~ a Q`, 1 I I POWER 1 ~ 1~~,,r~ I ~ , ~ b ~ i POWER ~ ~ )
`t l i 1 ~ ~ ~ ~ I ~ ZONE P t t { t ZONE ~
~ , I , ~ ,,.~v~. " ~--T ~ ~ INSTALL NEW 30 DIP
"1 j e ' F i i 1 141 ~ ~l I I~{} 1 t n. 1 I t It' ~ ~ 1 I~ ~ ; I ti-`~ t 6~-4"x 5~-0" HATCH
4 ~ ~ _~v ~ i t t t I ' ' I <.; ,w-f i ~ ~ FIXED PIPE SUPPORT, SEE DET 2/M4 I
I t t ~ ~ ! ! ,I~ I ~ 1, ~ i H„~„~.~,,,.~,..,..~..w i s ~ n i
u 1' I~ ~ 5 j l~ _I ,.em..~. ~ - I INSTALL NEW 30 x 24 ,II FFL EL 180.00E
I ~ ` , 1', ~ ~ I RED 90 BEND ~ 4 , 2 ( a ~ 1~ t' %f E ' ~ Ili
t 4_r i I I~' ' ~ i !i t I II ~ ~ 1 t s~; ...u....._..~
i ~ ii ~ y t ~ ~ ~ ~ t ~ i f ,i~~ ~ ~ ~ ~1 ~a~
~ i I FE-101 RTU
•
z ~ r _ r. M3 ~ M3 ~t I ~`f ~ ~ RTU MCC AUX (480 VAC PANEL)
~ ~ ~ FE-100 iii
~ ` ~ y~ f__..__._,_..., ` ~
. ..A....- _ I ._I._ EXISTING HVAC DUCT
.A..., a n s i i ~.~...~...~.a. w._,.-...,a....,-... I I` ~
24 DIP DISCH, 1 :.~m , i _ ~ ~.,_~..n,w_ 1509404 i
I I i CL 167.00 , t ~ i i a ' 1 1 ATS 2 ~ PUMP CONTROL PANEL
. i ~ r, I # EXISTING 24" i I
i ! I INSTALL NEW 24° DIP I : # WALL PIPE, TYP I I ~ i 1 i;
INSTALL NEW 24 MAG ; I e, ~ ~"M FIXED PIPE SUPPORT SEE DET 2 M4 ~ i t ~ i / I I i t NEW FIT-100 (SEE NOTE 6) AND
METER IN VERTICAL g ra- - I ! I 1 1I 3 I t 3 1 ~ E NEW FIT-101 TO BE INSTALLED
SEE6 M3 i - I~~ BELOW THE NEW FIT-100 ~ t
I ill I ' s ~!II ~ 1 I € I i
i,t 1 s ~ i ----~;f i i i B
~ 1 ~ € i i d
I e I _ I ~ $ i HYDRAULIC POWER PACK
F f ' WETWELL N0. 1 1 i 11VE1'11VELL N0. 2 i ~ i FOR IN-CHANNEL GRINDER
I_. .~-__.-,.....m___._.._~...~f k_r...~ ,...,r HYDRAULIC PIPING, .
I ~ t I i ~ ~ ~ ~
1 ~ ~ EXISTING SLIDE I ~ I ~ ~ f ~DN f i ~ ~ 4
GATES, TYP I ?
I I l ~ , ! ~ ` dg{ 4 u...,,.s. .d..,.:.,..i,. o..~..,.,...Ee.ar. f~..r..
l I t ~ i EXISTING PROPORTIONAL ~ , •
~ WEIR ~ ~ I t { I
I I it
1
r
I
j IN CHANNEL GRINDER .,a.,.
i f ~
i I _ f~~
MANUAL BAR SCREEN l ~ i
I i
1
I ~,.,,w.....,.,...w,,.,..a~,,..e.,
I
Public I i
i .Sewer Collection f Extension Svstem
1 t The City of Raleigh consents to the connection and extension of the City's ublia sewer s stem as shown on this plan. The material and Construction '
p Y l methods used for this protect shall conform to the standards and
" u Iic Utilities Handbook. € specifications of the City s P b ! \ 4~~.
9 City ofRaleiuh I
)?IilrlicIIfilitie~Dq>aftlnentPelmit?>` _ I aa..
Autharizahrnl to Coa~niet ! I ,
~ ( I f .Date - - I i t ..,,,.o.a,,...,.-.mm..~. ~ N
E I i ! t.,.........~. I { I
f Y~~ ...~~«ne..»aawm+.+..,*ew.~ i i .won ..amw..mn .Y
~i it
I I
EXISTING 54 DIP INFLUENT ~ , I ATTENTION CONTRACTORS EXISTING ! EXISTING I
~ I RTU ii LP-1 I
T o s coon Contractor res sible for the extension of water I i 1 he C n tru P~ ~ _ _ sewer, andlor reuse, as approved in these plans, is responsible for
contactln .the Public Works Depattmeet at 9! 86810, II
.:.and the P~bllc Ufllitles Departmentat ~fa(__ s~,5~oatleast ~ 2/C #16TPS, 3/4 C 2#12, #12GND, 3/4 C 4°C
twenty four hours priorto beginning any of their construction, ~ i E
i FIT M3 `
Failure to notify both City Departments in advance of tiegirining ' construction, will result in the issuance of monetary fines, and require I TOP PLAN
reinstallation of an water or sewer facilities not ins ected as a result of y p I 1 C, CABLE BY MFG
this notification failure. 1/111-~1_OII
Failure to call forlrtspecHon, Install a Downstream Pfug, have
Pormftted Plans on the Jobslte; or any other Violation of City of FE
Raleigh Standards wlp result in a Fine and Possible Exclusion from TTOM PLAN BO
future work in the City of Raleigh. M 1 II
_ ~/4 -o IAGRAM TYP TT R WIRING D FLOW TRANSMI E
I ISSIED FQR CONSTRUCTION
JBM - OESI(~IED _~c~1 CARn, _~c~ CARn, TAE scA~ 8AR oAT~ JUNE .2008
PARTMENT OF PUBLIC UTILITIES . _ . RFC ~W e. ~ iA~ _ _ _
0 0 SS 7i PUMP S I A I IUN MUUIF ICA I TUNS " a ' "v° 30799
DRAWN BRC of E 9 RALEI RALEIGH, NORTH CAROLINA MEASURES ONE NUMBER
Q 9< Q l SEAL MZEN AND SAMER
CHECKED 9463 10 Is & Scientists Environmental Engineers MECHANICAL INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER
PROJ.ENGR . JBM 4011 WestChase Blvd, /V Raleigh, North Carolina 27607 NEUSE NEUSE RIVER PUMP STATION PLANS oAwlNC° 1 M2
2 CONSTRUCTION
1 REGULATORY APPROVAL 6112 S. 8. M FORCE MAIN SHEET 5 OF 12
!o IL d~ NO. ISSUED FOR DATE BY APPROVED

NOTES.
1 ALL STRUCTURAL STEEL. SHALL BE HOT-DIPPED
GALVANIZED.
2 CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING
ANY MODIFICATION TO EXISTING FORCE MAIN REQUIRED FOR INSTALLATION OF REPLACEMENT MAG METER,
3 EXISTING MAG METER SHALL NOT BE REMOVED FROM
SER~CE U~1TIL NEW FORCE MAIN AND ASSOCIATED.
MAG METER ARE OPERATIONAL.
' i i ~ IE
it ' M ~ i ~ ! ~ i
I ~ ~ I f, ~ j ; v EL 180.00 ! i ~ I ' EL 180,00
_ w.!~.,.~,..~.~,,...~.d.,Ma.~~..,.,...,.,...~.~„„.,~,~,.~.,..w,.~,,~,m~..,~~.,.~.,.,~~....,...~..,„,...,,,.w~,,,.:,~.<,_..w.~,..~,.....,.~.,,a.,w_.,~,.~~.,,~.,,.,.,....,~.....~..,....,~...,.~..~..~..~........~,...,,.M....~~,...~»~,..~.,.,.~..~.,..~~.~.~,.z,,,..~...»,,m~,..,~.~r~~,k,....,w,x.r _ >~,_.~,~..,.~b.,.,,.~..,.<....,
; i .~~w. „~.,,x~.,.,.. ,.~.,~,.n.~,-.~.mm,.,., L.~w~..„......,..,~...,~.....~.~. ~ ,~,~......~,H.,...~~,~..,a~o....,.o~„~ ~...~.,.,~.....~...~m,,,.~.~~.®.~~,~.~,,.~,~,~.,n~,~,.~.,,..._. .s; ~~,.ww.,,.~.~~-.mw,~-.~~M,~,...~.. . m~.~ , F =w
i' ~ s s ~ ~ ~ ~ 'E 1 ' L~ i a ~a s~? ~ ,
~s , 6 YC~
} 1 i d~ A I II A t E NEW 36 FORCE MAIN h 3'_0' INSTALL NEW 36 x 30 36°x 30"
i ° 9~ ~ I RED 90' BEND
II d I A S--_-_
EXISTING 30 x 30 HUAC DUCT N, , . µ.u_„«.~~ i
I 4. f ~ I F
II ~ E € CL 172.50 _ _ I~ ~ f
Is~° M,.~...~....~,,....~.....,,~~.,...e..-.,,~.,,.,,.,,~,.,,,,,..~.,~.....,,...w.w~,«.b..~....,.~.
EXISTING COUPLING EXISTING 24 DISCHARGE o t S ~ CL 167.00 f
EXISTING 3 - I EXISTING 30'x 30° HVAC DUCT
II ; ! i INSTALL NEW 30 FLANGED s
E " ~ - ADAPTER ~ CONNECT P EXISTING 24 90 BEND ~ , , CONNECT NEW HVAC DUCT
k , TO EXISTIN 3 I TO EXISTING DUCT
`Z EXISTING CONCRETE i II
INSTALL NEW 24 DIP _1__ . .-__..~,9 INSTALL NEW 30 MAG I I N STRUT BEAM r.- METER FE-101 ~ NEW 304 ~ ~ NEW 304 SST, 30"x 30" HVAC DUCT
cn , _,__T__ ALL SUPP~ ALL SUPPORTS FOR NEW HVAC DUCT
x INSTALL NEW 24 FLANGED ~ r w £ SHALL BE SHALL BE PER SMACNA ~
~ ADAPTER NEW ACCESS PLATFORM EXISTING SUPPORT 6 EXISTING SLIDE.GATES, TYP
SEE STRUCTURAL DWGS '
REMOVE EXISTING FLOW s EXISTING PROPORTIONAL WEIR
METER AND REPLACE WITH ' ' I ~ E
, " NEW MAG METER (FE-100) _ _ _ _ EXISTING PLATFORM I INSTALL NEW 30 x 24 AND ASSOCIATED PIPING i-~ IN CHANNEL GRINDER i
RED 90' BEND Y
I! " ~ INSTALL NEW 30 DIP " " REPLACE EXISTING 24" DIP ~ " _ EXISTING 54" DIP INFLUENT ~ ~
EXISTING 24 x 16 TEE " f I WITH NEW 24 DIP, TYP i INV 146,70 ~ ~
A f'.. ~ , _ ~ INSTALL NEW 24 FLANGED ~ -..,n-
~ I ~ € a ! ADAPTER ~ CONNECT NEW 24 DIP TO = _~F I
EXISTING 24" 90' BEND TYP `~y~ f , I ~~i ~ §
NEW 24 DIP i f ~ ~ ! ~ INSTALL SEE DETAIL !
INSTALL NE ! A E M4 ! ~ INSTALL NEW 30" DIP ~
~ ~l r INSTALL NEW 24 PV A , r I EXISTING 24 DISCHARGE, ! i ~ _ EL 153.00
s CL 150.671 ~ I r, .._.,...._._.6 . _ -
a - - - - _ , ~r R
~ ~ ~ .~.~~w W~~
4 - ~ - i • , ,
A ~ Ij i l
''i, I I i EXIST?NG
FIXED PIPE ; , ~ ; FIXEI K SUPPORT ~ SUPPORT II , FIXED PIPE SUPPORT, ~ ~ ~ ' ` ~ ~ ~ i
INSTALL NEW 30 90 BEND 5 -10 MIN SEE ~ I SEE DET ~ I I ! F ~ SEE DET 2/M4 EL 14 ~
III ; ~ i ; I I ~ PIPE 2~M4 ~a~ ~~~L~~ ~ _ SEE PIPE SUPPORT 6'70
~I . ~~.n~ _ ~ ~ ! ~ I ,I E SEE 1509404 ,.~P.ba,~,.~ a
f. ! ! .~'9; 1 W...,. ~ s EXISTING HVAC DUCT I ~ .w w...,._...~_.,~.~. I
B
~ RELOCATED WALL ~ ~ PIPE SUPPORT, i
SEE 1509404- MOUNTED LIGHTING NEW HUAC DUCT ~ RELOCATED WALL
~ 3 MOUNTED LIGHTING -
E ~ ~ ~ "
I c ~ ' ' RELOCATED F ~ ; ~ ~ R -RELOCATED FAN .
E " ~
C r~ EXIST 2 NPW 1 i ~ ~ i ; 0331600 0331600
} EXIST 24 WALL PIPE ( } WITH BLIND FLG
EL 136.00 3 # .~....,~.,._....~.,~{_w_,~~m..~,.,...~..,.~. e.~,:~.,a.~,,..,...,._.~ EL 136.00
I I e
i
,«..e.. ,~,w..A.,.-.,....,..,~......., n.~,...,,,.. ,M....«w,.,.e.M.«„ ..~.........a..~.~..,..,.~m.~.s,d~~....H,e..,,...,.~,~...~.M. ..~.~~..m.....e.,.~..~...,....,,....~,~~,.~...s.n«,.~ a
S CTION REINSTALL FAN AS CLOSE TO E B .E To SECTION ~
WALL AS POSSIBLE 14'=1'-0' M2
arr~ilyronr conr~--~acroRs
The Construction Contractor responsible for the extension of wa#er,
sewer, andlor reuse, as approved in these .plans,. is responsible for
contacting the Public. Wof~(S department at 9f9 837':•6810,
and the Public Utilities De~artmentat 919.8ST-4540 at least
twenty faun hours prior to be~inr?ing any of their construction,
Public
Se~~er Collection /Extension. System Failure to notify both City Departments in atlvance of beginning
The City of Raleigh consents to the connection and extension of the City's
public sewer system as shown on this plan. The material and Construction construction, will result in the issuance of monetary fines, and require
methods used for this project shall conform to the standards and reinstallation of any water or sewerfaciliries not inspected as a result of ' specifications of the City's Public Utilities Handbook. this notification failure.
City of Raleigh Failure t0 Call fOf lnspeeNon, install a Downstream .Plug; have Fublo utilities Departutei~t Permit # Permitted Plans an the Jobsite, or any other Violation of City of
Raleigh Standards will. result ih a Fine and Possible Irxciusion from Authoiizaticm to Construct future work in the City of Raleligh;
Date
ISS~)ED FOR CONSTRUCTION
JBM DESI(~IIED CAR CAR
„~N 0~.. „~cN 0~ . EPARTMENT OF PU6LIC UTILITIES T~iE scA~E eAR DATE _~uNE zoos
BRC o'~ o'~ ass `~ti
DRAWN 9 o~ oti 9 BALI PUMP STATION - MODIFICATION °"v" " & S JOB 30799 RALEIGH, NORTH CAROLINA MEASURES ONE NUMBER
Q S1 L SEAL HAZEN AND SAWYER CHECKED
9463 10118 Environmental Engineers & Scientists MECHANICAL INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER
PROJ. ENGR. JBM ~ 'ft o NEUSE RIVER PUMP STATION SECTIONS DRAWING' 1 M3
INE~ 4011 WestChase Blvd Ralei h North Carolina 27607 NEUS 2 CONSTRUCTION YL 08 o CD 9 '
RT p~ H E~ 1 REGULATORY APPROVAL 611710% J S. B. M FORCE MAIN
l2 pr NO. ISSUED FOR DATE BY APPROVED SHEET 6 OF 12

NOTES:
1 FURNISH POND INSTALL (1) 30A 600V NON-FUSIBLE
9"x9"x3 4" PL TYP / DISCONNECT SWITCH ON WALL AS SHOWN. INSTALL NEW CONDUIT FROM EXISTING CONDUIT RUN TO NEW
OISCONNE(T SWITCH, UTILIZE EXISTING WIRNG LEFT
1 1 2" STEEL / FROM REMOVAL OF ORIGINAL SWITCH. FURNISH AND
PLATE, TYP INSTALL NSW CONDUIT AND #12 WIRING FROM
DISCONNECT SWITCH. TO RELOCATED EXHAUST FAN
i MOTOR,
_ -
D ~ i h
M4 !
~ I - I I ~ - I;~ r
1i ~ w ~ ! ~ it g
I I!
i SS'SX5X3 8" , H / o ~~L. ~ ~ Ij I EL 180.00..
STRUCT TUBING 1 Lb
"
4-_3/4 ~ ADHESIVE I
ANCHORS AT EACH - - ~ I
SUPPORT W/ 6 5/8 ~ I MIN EM8E0 I I ~ ; ;4 EXISTING HANDRAIL, T1P
k
t I 1 `~c ~ I ~ EXISTING PLATFORM
f EL 169.00 '
f( I i s
i EXISTING METAL STAIRS~~"~~;~~`~;'\~~`~'?`
TYP # f 3/16 I
_ 4 E i ``r?.r ,1%
1 F. , 1 ' ~ e l i i _
~ e . DETAIL ' !J ` l Y°//'f I j
1 t /i~ f,/, ~-4~...-..
A 1 N 3 4 =1 -0 M3 ~ / 3 1 i _ / - ~
j ~I/ /l~-~~ ~ i j I
I / r f~' r'•~ r c 'r ~ ~ i ~
7 ~ I / 3
i f ( ' i ~ , ~ I
r;~
I ._~f
I /f r.:'~/ jf r// c ~
4-1"~ ADH ANC 5 5 8 T ~ ~i~ ; ~ i~::~%
3/16 W 8 1 4" MIN / / s,__. Y EMBED 8 1 4" MIN
/ _ I SPACING ~ rl I `'%~f EXISTING CONCRETE ~ STRUT BEAM
1 1 2° STEEL I / # ~ j ' ~ /
PLATE, TYP EL 158.00 ' _ -NEW. 304 SST, 30"x 30" HVAC DUCT
EXIST CONC ~ 1 4 1 ~ ~ WALL ` ` ~ ALL SUPPORTS FOR NEW HVAC DUCT
1 I ® A A A W12 ~ SHALL BE PER SMACNA
~ ® 3/4 x12 x12 PL ~
,
HSS 5X5X3/8 STUCT ® HSS 4x4x3/8 BRACE ~ ~ ~ ~
.TUBING, TYP ~ ~ ~ NEW ACCESS PLATFORM AND J~~ I
® ~ f i II`~ STAIRS SEE STRUCTURAL DWGS J~ .
Z '67 ~ 3 S s NEW 304 SST, HVAC DUCT ALL ~ J I ~ NEW 30" DIP
{ f THREE SIDES ~ ~ I j.,,, SUPPORTS FOR NEW HVAC DUCT
5/16 PARTIAL PLAN VIEW @ EL 148.67 k ~ m\~~ SHALL BE PER SMACNA
~ t
i E
A 6A i , ~~~i` _..~lj EXISTNG HVAC DUCT
4- 3/4 0 ADHESIVE TWO SIDES TYP I I ANCHORS' AT EACH.. TYP
5/16 I SUPPORT w/ 6 5/8 F{' j r'`'' r'''~,,i'~'=1~ 1 EL 147.00 t` ! r l t
i f MIN EMBEO I
tr¢ f ~ ~
E SEE DETAIL 3 M4 I XISTING WALL / ~ ~ E ~ ~
SEC. ION D
l~~f~ '~r-_`,;~ ~ j i CONNECT NEW HVAC DUCT
12"=1'-0" M4 / I l ~ ~ ~ TO EXISTING DUCT
{ I~ r/ ~ , f
N ~ ~ i F 4-1 ~ ADH ANC w/ ~ I I r ,,j,. r
8 1 4" MIN EMBED _ / l i' /~/r,~.W~.' i ~
MIN 5" SPACING ® ® ° i i i ~ f
® ~ ® ® N
~r' ~ i i
EL 148.67 x _ r .,m._ yW.._~ ~,m. yW.._~.u-,. ~I~,.-r~..,..-..-. f I EL 136.00
„ i HSS 4x4x3/8 BRACE I
FLANGE OD !
W12x72 5 16 / _.,_....~..y.,~,.,,.-m,~..~_-.M PIPE OD '
RELOCATED FAN
1 2" THICK SUPPORT / 3/16 J 1 1 /4 PLATE-DRILL TO MATCH 1 INSTALL NEW DISCONNECT
PIPE FLANGE-BOLT TO SWITCH (SEE NOTE 1)
FLANGE WITH LONGER BOLTS " HSS 4x4x3/8 BRACE
l/ SECTION E
A A II A A 1/2 STIFFENERS (6 REQD) L4 x4 x3/8 x8 LNG
140.
0 0
0 0 ~ ~p 3 SIDES ATTENTION CONTRACTORS
® ~ 3 16 3/16 o ® / i
The CansNvctlo+rt Cantrnctor responsible for the extension of water,
4-1 2"4 ADH ANC W 4 1 4' MIN / / / sewer, andlor reuse; as approved in these plans, is responsiblefor contaCfjnri the F'1lbllc Workt± Department ai 919 831,8610,
EMBED MIN 7° SPACING wt2 and the Public Q/tllft188 Department at 919 851~45~0 at feast
3 8°x10°x10" PLATE - / twenty four houtis prior to beginning any of their construction,
6-t"4 A325 BOLTS 1 /4 SP, 1 /4 SP, Pll)~~It;
SECTION VIEW Sewer Collection J Extension System Failure to no both Cl The City of Raleigh consents to the connection and extension of the Cfiy's bh' ty Departmerda in advance of beginhing
TYP... TYP A A A 1/2 xt3 x 3 -5 SOLE PLATE REFER TO PARTIAL VIEW ABOVE public sewer system as shown an this plan. The material and Conumction .construction, will resun in the issuance of monefary Mes,end require methods used for this project shall conform tothe standards and reinstallation of stay WBtet Ot SeWet taCiNties not inspected as a result of
specifications ofthe City's Public Utilities Handbook: this notlfiCation fa~lute.
AI D L 3 city ofRale~gli Failure to Call ir~r tnspeCUon, install a Downstream Plug, have Aintic cnuaie" Dep~nfineut Ponnit ~ Permitted Plans Dn the JO68Ne, or any other Ylolatton of Clty of
i I p T - DE AIL 3/4 =t 0 M3 2 Raleigh 5tandands will result ur a Fine and Possible Exrlusion from Qorhmrzsiiou fn conatrugl future work m the?C?ty of Ratetgh,
12"=1'-0" M3
Drrte
ISSUED FOR CONSTRUCTION
JBM DESIGNED CAR CAR
a~~ ~G, n~N_ ~RTMENT OF PUBLIC UTILITIES >~E scA~ eAR oA>'~ ~uNE Zoos - - - - - - - • - • - - - - - - - cunu~t t2ta nw ,
' h bC J liW
DRAW BRC o` Es , HESS v9 ~ N99 RALEIGH MEASURES ONE NUMBER 3079 RALEIGH, NORTH CAROLINA
CHECKED AAM SEAL ffiZEN AND SAWUR
9463 c, 10118 13 Environmental Engineers & Scientists MECHANICAL. INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER
PROD. ENGR. JBM F ~ o NGINE~ J' N .N 4011 WestChase Blvd Ralei h North Carolina 27607 NEUSE RI NEUSE RIVER PUMP STATION SECTIONS AND DETAILS DRAWING. 1 M4
2 CONSTRUCTION 6 ~0 p 9 F ~C e 9 ~ RT 0~ y
t REGULATORY APPROVAL S. B. ME F FORCE MAIN •fl•~-
N0. ISSUED FOR DBY APPROVED 12 or 6 SHEET 7 OF 12
I

NOTESo
1. ALL STRUCTURAL STEEL USED FOR PIPE SUPPORTS
SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE
WITH REQUf~.REMENTS OF THE AMERICAN INSTITUTE OF
STEEL CONSTRUCTION'S (AISC) "CODEOF .STANDARD
NON-SHRINK GROUT IN PIPE PENETRATION, PRACTICE." STRUCTURAL STEEL SHALL CONFORM TO
SEE DETAIL 1/S1 SEE NOTES 8 & 9 ASTM A57i",-GRADE 50, CONTRACTOR SHALL SUBMIT.
SHOP .DRAWINGS FOR PIPE SUPPORT STRUCTURAL
STEEL INCLUDING LAYOUT DRAWINGS, JOINTING DETAILS,
ANCHORINGI DETAILS, AND CONNECTION .DETAILS.
t.~,....M,;., .~w ev.~~,~~.~.,.~.~.,~~,~~.,.~.~~.w...mw .,.~.~u.w.~,...M~,~,.~.~_.~....~,.. a.~..~.m~.,.,~„~,~~.~.~.~ .w,~,~.,~.,~,w.,~..~.m.~~~,.~.~,.~ ,~n~.~ j ; 2. ALL STRUCTURAL ALUMINUM SHALL BE ALLOY
1 i j ~ s .:6061-T6, MILL FINISHED; AND SHALL BE IN
- ACCORDANCE WITH THE REQUIRMENTS OF THE
7"` .N.... ,..M ..rem .~...m .,~..~~«~..~t.,.~,.».,.~.~ .............d ALUMINUM ASSOCIATION .SPECIFICATIONS. STRUCTURAL
I h r~,.j., ! ~ ~ SHAPES SHALL CONFORM TO ASTM 8308 AND PLATES
~ 1 I~ I I ~ SHALL CONFORM TO ASTM 6209-ALLOY 6061. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR
§ f 3 t ~ ( i ! ,,1 ~~Gi iI~ Ii ~ I s h' j ~ ~ ~ PLATFORM STRUCTURAL STEEL INCLUDING 1AYOUT
i f l i~~ F t ~ ~ i I P 1 ' ~ ' DRAWINGS, ',JOINTING DETAILS, ANCHORING DETAILS,
~ .L~.,~.._~.'~.,~,~.,.%~. ' i EXPANDING RUBBER WATERSTOP ~ ~ ~ ~ ~ AND CONNECTION DETAILS.
u.,.V,..~„~~.._~.~~,~.,-..,.~.~,._ ~ ~ ~ I SEE NOTE 10
i 1 ~ ~ I p ,i iii ( I t ~ ! i 3. ALL BOLTED STEEL CONNECTIONS SHALL BE MADE WITH
d ;t I i i~~ I I ' HIGH STRENGTH BOLTS AND ASSOCIATED NUTS AND WASHERS ALL MEETING REQUIREMENTS OF ASTM A325
~ , 1 I ~ it OR ASTM F~490.
f ~ i i ~r ? i t { i j i
4. ALL BOLTED ALUMINUM CONNEC110NS SHALL BE MADE
t li F , f# WITH 304 ST BOLTS AND ASSOCIATED NUTS AND
f ? ~ v WASHERS SILL MEETING REQUIREMENTS OF ASTM F593.
I 5. ADHESIVE ANCHORS SHALL BE THREADED RODS
a - b i. ~ ! i ANCHORED'INTO CONCRETE. WITH AN APPROVED
P ~ f ~ ADHESIVE SYSTEM SUCH AS EPCON SYSTEM A7, C6,
} ~ ! OR G5, BY'ITW RAMSET/REDHEAD, HIT HY-150 OR
i ~ ; PIPE SUPPORT, SEE RE-500 INJECTION ADHESIVE ANCHOR SYSTEM BY HILTi,
~ i MECHANICAL DWGS TYP INC, OR AF'PROVEO EQUAL ANCHORS SHALL BE
1 t ~ f I i INSTALLED ;IN ACCORDANCE WITH MANUFACTURER'S
~ g i ~ RECOMMENDATIONS,
x i ~ ~ 6. ALL WELDING SHALL BE DONE IN THE FABRICATION
, SHOP BY CERTIFIED WELDERS IN ACCORDANCE WITH
3 ~ THE REQUI(~EMENTS OF THE AMERICAN WELDING
~ i i i ~ i i I , SOCIETY (a~WS). ELECTRODES FOR WELDING STEEL
i ~ SHALL COfu9PLY WITH AWS CODE, USING E70 SERIES
ELECTRODES FOR SHIELDED METAL ARC WELDING
i ..~a~~__ ~ ~ 9 (SMAW). ELECTRODES FOR WELDING ALUMINUM SHALL
~ ~ I j COMPLY WITH AWS CODE AND THE ALUMINUM ASSOCIATION SPECIFICATIONS.
i r
R ~ 4 0 7. ALL STRUCTURAL STEEL AND HARDWARE SHALL BE
:.m,.Kn,.we-~v.-~..:~...,.,e...~..w...+.,...a.uem~..v .~,e..en.a..3w..r..+.remm.om.x.nrw............xmm..~wy,..., _.,.s.. .wm.+ .,w...,..mm.. .,.w,...,,..: .,..x-.........~ r...,......-n; HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM
S ~ i t 1 A123,
~ V i
i ~....+.»,«eF . ..gyms...,.,.`.,..~~....~.........,...~.W*.....®.,m.., _ _'::r~' ~.~.....q.......,.e.......+,._.,.......w...o.,a..«>L=....«..,...,......w~,,...,.,.....~...W.o~......... ~ ~ ~m -7-=~ I 8. NON-SHRINK GROUT SHALL CONFORM TO ASTM C1107, GRADE B GR C. GROUT SHALL HAVE A MINIMUM
P ~ i ( ~ I ! w 28-DAY C(7MPRESSIVE STRENGTH OF 7,000 PSI AND
I j ' I ~ ~ ~ i .SHALL BE EUCO N-S BY EUCLID CHEMICAL COMPANY,
i ¢ f SIKA GROUT 212 BY SIKA CORPORATION, OR APPROVED
l t ' ~ ~ ~ f ~ I k EQUAL
~ - , , ~ ~ I ~ ~ i
~ I ~ I 9. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 FOR GRADE 60 BILLET
l ,ii STEEL REINFORCING..
= E ~ .~M._...~...w~~;
i 10, EXPANDING RUBBER WATERSTOP SHALL BE ADEKA
A ATTACH END OF TREAD TO CONC WALL ULTRA SEAL MC-2010M BY ASAHA DENKA KOYGOKIK
i. i t U USE 3/8" SST EXP ANCHORS. SEE STD HYDROTITE CJ-1020-2K BY GREENSTREAK PLASTIC
D L DETAIL 0551000 FOR BOLT HOLE B PRODUCTS OR APPROVED EQUAL WATERSTOP SHAII LOCATIONS, TYP S2 BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
REQUIREMENTS.
11. ALUMINUM GRATING SHALL BE OF I-BAR TYPE AND
SHALL CONSIST OF EXTRUDED BEARING BARS LOCKED
i ~ BY CROSSBARS. GRATING SHALL BE FABRICATED. INTO
E IATE P AN IN RM L i i EASILY REMOVABLE SECTIONS AND FULLY BANDED.
3/8 =1 -0 g ~ .GRATING Sh~~ALL BE DESIGNED FOR A MINIMUM LIVE
i i LOAD OF 1a0 PSF AND HAVE A MINIMUM DEPTH OF 1
I I 1/2 INCHEa. GRATING SHALL BE I-BAR BY KLEMP i i I i CORPORATION, SWAGE LOCKED GRATING BY BORDEN
i ~ ~ i METAL PRODUCTS, OR APPROVED EQUAL
i DO i i~ ~ i ~ DOWN i i X i X 12. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM
~ N EACH OTHER WITH AN APPROVED DIELECTRIC. ALL
~ ~ v ` o ALUMINUM SURFACES IN CONTACT WITH CONCRETE OR i i ~ I i ~ i DISSIMILAR METALS SHALL BE THOROUGHLY PROTECTED
I i a WITH TWO COATS OF EPOXY PAINT WITH A MINIMUM
t i ~ ~ ~ ~ TOTAL THICKNESS OF i6 MILS OR OTHER APPROVED
AL L3z3x3/8° i ISOLATING MATERIAL.
BRACE ~ ~
i 13. ALUMINUM }IANORAII SHALL BE FABRICATED FROM ~ AL HANDRAIL,
~ i EXTRUDED ALUMINUM ALLOY 6061-T6 OR 6105-T5 ~ i SEE STD DETAIL WITH ALUMINUM ASSOCIATION M12C22A41 FINISH.
na A f-I AL C12x7,41 I ~yi 0552000, TYP HANDRAIL aHALL MEET REQUIREMENTS OF NORTH
~ CAROLINA`BUILDING CODE AND OSHA,: HANDRAIL i
S2 i RAILINGS SHALL BE FABRICATED fROM 1 1/2" 0
n AL CS10x6.14 SCHEDULE 40 PIPE, AND POSTS SHALL BE FABRICATED
TTENT A ION CONTRACTORS ~ ~ FROM 1 1/2" ~ SCHEDULE 80 PIPE. POSTS SHALL BE
_ ATTACHED AS SHOWN ON STANDARD DETAIL 0552000.
The Constrrlctlon Contractor res nsible far the extension of wat r Po e , TOE PLATE SHALL BE PROVIDED AS SHOWN ON
sewer andtor reuse as a roved in these fans. is res nsi I , Pp A po b e for STANDARD'DETAIL 0552000.. HANDRAIL SHALL BE
contachn the Public Works De artme _~,.,_,q p nt at 919 83!•6810, EITHER ALL-.WELDED OR COMPONENT TYPE HANDRAIL AS MANUFACTURED BY THOMPSON FABRICATING
and the Public. Utilldes Departtnentat 919.857.4540 at least COMPANY, INC. OR APPROVED EQUAL
tweet fourhours rior#o be innin an of their construction. p 9 9 Y
Publ><c
10 TREA Se~tTer Cc~ilection / Extension S stem 10 TREADS ®10" = 8'-4° 4'-0°
Failure to notify+ both C1ty Departments in advance of beginning The Cky of Raleigh consentsto the connection and extension of the City's.
'ublic sewer s stem as shown on this Ian. The material and Construction construction, will result in the issuance of monetary fines, and require p Y p retnstalfabon of an water or sewer#a iii
methods used for this project shall conform to the standards and y C t es not respected as a result of
s ecifications of the Cit 's Public Utilities Handbi7ok. this notification failure. p Y DETAIL ~
Fai r II f r c~ty~ ~t Ralergtt lu a to ca o Inspecf3on, instal! a Downstream Plug, have F'uUlic Utilities Departii~ent Permit # Permitted Plans on the Jobsite Oran Othef t?it3iadon of Cit Of
Y Y Ralei h Standards will result in a Fine and Possible Exclusion from
~ntlionzataon to ~or~itruct g future work in the City of Raielgh,
Date
ISSUED FOR CONSTRUCTION.
D DESIGNED TS
cARo~ . ~ARo, . DEPARTM IRTMENT OF PUBLIC UTILITIES TIDE scALE BAR oArE ~uNE Zoos nr~nuu nn nw
DRAWN TSD 9 of RALEIGH PUMP STATION - MODIFICATIONS "'Vm" °"vin H & S JOB 30799 RALEIGH, NORTH CAROLINA MEASURES ONE NUMBER
L C-) ffiZEN AND SAWYER CHECKED
a 9463 17 7 STRUCTURAL INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER
PROJ. ENGR. JBM Environmental Engineers & Scientists
CONSTRUCTION F p v NEUSE R 2 G I v~ F F ap Q NEUSE RIVER PUMP STATION PLAN SECTIONS AND DETAILS DRAWING, 1 S1
1 REGULATORY APPROVAL N S. GINE~~ Q` J' I NE 4011 WesiChase Blvd, Raleigh, North Carolina 27607 RT D~ N FORCE MAIN.
1 KDAK- NO. ISSUED FOR BY APPROVE SHEET 8 OF 12

t,

y'~ r .__-~'I
r ~ ~ ,
I

{ ~
' SEE DETAIL 2 S2 '~'~J / 3 SIDES AL GRATING, SEE STD i1B DETAIL 0553000
~ 3/16 ~:`~n~
I f EXISTING WALL EL 169.00
3 SIDES ® 3/16 3 SIDES L3x3x3/8°x7" LNG
.r _ 2-1/2 d SST BOLTS
I r EL 162.25
I , AL TREAD, SEE STD ' DETAIL 0551001 TYP - N
~ ~ a~ ~ i AL CS10
I Al C12
c=_~ ~
I ~ ~ n ~ I i w L3z3x3/8 x7 LNG LNG
I C--~
I ~ " I t I - 2-1 /2 ~ SST ADH ADH 1/4
I~ i 3 SIDES w ANC W 4 1 4" MIN 1 3 16 / / '4" MIN AL 4° SQ TUBE
/ I EMBED ~~~~.~.,a AL GRATING, SEE STD DETAIL SEE DETAIL 4/S2
_ _ 0553000
C--= AL CS12 AL 3/8° PL - ~
~s 2-1/2"0 SST ADH
EL 162.25 AL 4° SQ TUBE z 1/4° ANC W/4 1/4°
MIN EMBED
1 r® J 1 i ~ i i 1 1 1 t0 3/16
®J AL C12, TYP
AL C10 SEE DETAIL 3/S2
SECTION ~
AL 4" S x 1 4" I ' Q /
BRACE, TYP
D
S2
e e e a
SECTION . B J B
3 4"=1'-0" S1 / 5,
NOTE. NEW HANDRAIL NOT SHOWN FOR CLARITY SECTION A
"=1'- " S1 1/2 0
3 SIDES 3 16 /
L3x3x3 8"z 3" LNG
/ 3 SIDES 3/16
" 1 2" ~ SST BOLT 3/16 1 2 ~ SST BOLT / /
" AL4"SQz38" L3x3x3/8 x7 LNG AL GRATING SEE STD / AL GRATING, SEE STD
EL 169.00 " ~ GUSSET PL ~ 2-1/2 0 SST BOLTS DETAIL 0553000 DETAIL 0553000
AL CS12
• ~ ~ EL 16225 N AL C12 EL 162.25
~ ioi
ii i i SEE SEC B/S2 FOR " AL CS12 AL L3x3x3 8 h SEE SEC 8/S2 FOR
i 0 i CONNECTION DETAILS / CONNECTION DETAILS ATTENTION CfJN~'aACTC~RS
_J BRACE
EXISTING FRAME
AL 4" S TUBE i i AL CS10 ~ Q n The Construction Contractor responsible for the extension of water, AL CS10 sewer,: andlor reuse, as approved in these plans,.. is responsible far
AL C12 AL 4 SQ TUBE
con tin the Perblrc WorFrs Departmentat 9t9 83t~681~
and the Public Ut?`~ities Department at 9t 9 85t-4540 at Least
DETAI L DETAIL twenty,#our hours prior to beginning any ~f theircons~uction,
2 3 e , ~ " ~ " DETAIL
1 =1-0 S2 1 =1 -0 S2 DETAIL 4 Public Se~t7er Collection / E~tensan s~ Failure to notify both Crry Da~antments in advance of beginning
1 °=1'-0" S2 The Gty of Raleigh consents to the connection and extension of the City's construction will result in the issuance of moneta
public sewer system as shown an this plan. The material and Construction ~ ry fines, and require methods used for this project shall conform to the standards and reinstallation of any water or sewerfacilities not inspected as a result Of
specifications of the City's Public Utilities Handbook. this natificatian failure.
City of Raleigh Fajilure to cal{ for Inspection; install a Downstream Plug` have
PuUlic Utilities De~nrhttent Permit # Permitted Pfans on the Jobshie; Or any other Violation of City of
Raleigh. Standards wilt result iin a Fine snot Possible Exclusion from
Authrnization to Cottsttuct fUtUre YVarl( in the CitylJf R#!@~~ls:
Date
ISSI,JED FOR CONSTRUCTION
rso OESI(~IIED _ ~a CARn, ~cN CARn, I1~pbQTAIIGAl1
RTAIIGAIT n~ pl IRI If : I ITII ITIRQ TAE. scnL~ eAR DATE JUNE 2008
oa\'' OI of ~ II A 1 ItrlVl 1 \/1 1 \/IdVI~/ „ I IVI 1 11~~/ PUMP STATION -MODIFICATIONS SHOWN BELOW " & s JOB 30799
DRAWN Y V1~1 / Al A 1 IflVl ~ 1 TSD ` E I ` ESS/p
Q RALEIGH Q L MZEN AND SAWYER RALEIGH, NORTH CAROLINA MEASURES ONE NUMBER
CHECKED a 9463 176 6 STRUCTURAL INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER
2 CONSTRUCTION Environmental Engineers & Scientists 14 PROJ. ENGR. JBM O FNS /1 IN I 4011 WestChase Blvd Raleigh, North Carolina 27607 NEUSE RI N B 0 II~ ~ F ~ ~ o Q NEUSE RIVER PUMP STATION SECTIONS DRAWING. 1 S2
t REGULATORY APPROVAL t2 ! Z±f T S. yf R - F FORCE MAIN
NO. ISSUED FOR DATE BY APPROVED SHEET 9 OF 12

w W NOTES:
I 1 CONCRETE THRUST BLOCKS, .ARCHES, ENCASEMENTS,
i ~ PLOWABLE FlLL, ETC. SHALL BE FORMED USING PLYWOOD OR SANDBAGS TO PROVIDE REQ'D SHAPE..
/ 1 2 w w \ . / \ /
\ ~ \ \ / ~ COMPACTED BACKFILL ~ COMPACTED BACKFILL UNDISTURBED
\ \ ~ ~ \ ~ \ / EARTH
~ ~ ~ ~ TOP OF ROCK ~ ~ 12" za ~
- ~ ~ \ ~ - ~ i \ ~ /
i ~ - ~ COMPACTED BACKFILL - ~ ~ " CONCRETE THRUST BLOCK SCHEDULE#
r\\ ~ SELECT BACKFILL ~ SELECT BACKFILL W 12 ~ PIPE BEND DESIGN
MATERIAL NO MATERIAL MATERIAL OR CRUSHED CLASS B SIZE 90o TEE 45 0 22 1 2 a 11 1 4® 5 5 8 PRESSURE
( " N 4S~ CONCRETE IN H L H L H L H L H L PSI
LARGER THAN 2) STONE 1 /8 PIPE 0.0. 6.0 1.4 2.8 1.0 2.1 4.7 1.5 0.5 1.0 XXX XXX 100
BELOW PIPE MIN. 6" ( ) 8.0 1.8 3.7 1.4 2.7 1.0 1.9 0.7 L4 XXX XXX ~ 100
AND MIN. OF 12" OVER - i ~ 12.0 2.7 5.4 2.0 4.0 1.4 2.8 1.0 2.0 XXX XXX 100
TOP OF PIPE. 16.0 3.6 1.1 2.6 5.2 1.9 3.1 1.3 2.6 XXX XXX 100 = 24.0 5.3 10.5 3.9 1.7 2.8 5.5 2.0 3.9 XXX XXX 100
FOR PIPE BED ING ~ : ~ 30.0 6.5 13.1 4.8 9.6 3.4 6.9 2.4 4.9 XXX XXX . 100
; REQUIREMENTS SEE 36.0 7.8 15.6 5.8 11.5 4.1 8.2 2.9 5.8 XXX XXX 100
SCHEDULE ; SELECT BACKFILL 42.0 9.t 18.2 6.7 13.4 4.8 9.5 3.4 6.8 XXX XXX ~ 100
MATERIAL NO ( 48.0 10.4 20.7 7.6 15.3 5.4 10.9 3.9 7.7 XXX XXX 100
MATERIAL LARGER 54.0 11.1 23.3 8.6 17.1 6.1 12.2'. 4.3 8.7 XXX XXX ~ ' 100
~ I THAN 2) « BASED ON AVERAGE SOIL PASSIVE BEARING
TYPE A - -
TYPE A TYPICAL SECTION STRENGTH OF 2000 PSP USING SF OF 1.5
ROCK IN EARTH. N TEE OR BEND
CONCRETE THRUST BLOCKING SHALL BE
USED ONLY AS APPROVED BY ENGINEER.
PARA PIP S I T LLEL E N RENCH
w w 1 /2 L 1 /2 L
CLASS B q.ASS B
U ~ CONCRETE CONCRETE
12s , ~ / To / ~ UNDISTURBED
FOR ASPHALT PAVEMENT ~ - ~ EARTH \
COMPACTED BACKFILL COMPACTED BACKFILL FOR ASPH! OVER CONCRETE - - \ ~ \ _ ASPHALT MATCH ' FOR ASPHALT PAVEMENT ~ ~ \ -
i ~ EXIST, 2 MIN
CONCRETE -MATCH \ ~ \ EXIST, 6 MINIMUM - e
~ ~ i EXIST PA EXIST PAVEMENT _ ~ ~
~ \ I ~ , I - + -
SELECT BACKFILL ~ SELECT BACKFILL a ~ a
MATERIAL NO MATERIAL MATERIAL NO MATERIAL ( ( STONE BASE -MATCH " STONE Bl STONE BASE -MATCH ~ / ; \i
LARGER THAN 2) LARGER THAN 2) EXIST, 6 MINIMUM - , EXIST, 8 EXIST, 8" MINIMUM
I / ~ \ I ~ \ ~ UNDISTURBED
W , EARTH
CRUSHED STONE TO A ~ / ~ CRUSHED STONE - 1/8 PIPE HT OF 1
VERTICAL HEIG /6
O.D, BET.OW PIPE (MIN. 6) PIPE O.D. ON SIDES OF ~ ~ ~ / \
AND UP TO PIPE MIDPOINT ~ PIPE AND 1 8 O.D. BELOW / ~ ~
" 'z a PIPE (MIN 6) - ~ ~ COMPACTED ~
/ BACKFILL \
0 I PLAN -TEE THRUST BLOCKS PLAN -BEND
/ \ (SEE NOTE 1)
C TYPE B TYPE ~ ~ ~
~ / N - 0222108 J ~
Z Z
12" NOTE: FOR VERTICAL BEND (DOWN) ~ MIN
Mf IN EXCESS OF 11 1/4' ANCHORAGE
W SHALT BE AS RECOMMENDED BY
ORIGINAL GRADE THE ENGINEER.
NOTE: SEE 0222100 TI iEE 0222100 THRU 0222105 8'
~ FOR PIPE BEDDI 'OR PIPE BEDDING DETAILS. TYPICAL CONCRETE THRUST
i. COMPACTED BACKFLL ~ ~ \ TRENCH EXCAVATION LIMITS COLLAR. MIN OF 12" INTO
/ COMPACTED BACKFLL \ \ ~ ~ INTERNAL W UNDISTURBED MATERIAL
i " ~ ~ / 6 \ DIAMETER WIDTH OF TRENCH All AROUND.
\ ~ ~ OF PIPE MAX W= MIN
- ~ ~ ° . . ~ , SANDBAGS CONTR 4 -6 3 -9 2 -0 ~ i ~ / TYPICA R
~ i . OPTION - - 8 10 3 9 2 -2 SANDBAGS - CONTR TYPICAL BEND
at3'. 12 3 -9 OPT10N ~ : " " ~ e O.D.+2
~ CLASS B CONC 14 -16 4 -2 O.D.+2° NOTE: NO EN NOTE: NO ENCASEMENT REQUIRED FOR ~ . ~ ,
18 4 -4 O.D.+2 " SPACI SPACE GREATER THAN 12" TRENCH BOTTOM
20 21 4 -8 0.0.+2 SELECT BACKFLL ~ ~ o ,
. CLASS B CONCRETE 24 4 -11 O.D.+2 ~ / , ~ ~ / ~ MATERIAL (NO MATERIAL , ~ ~ ~ / ~ ~
6 MIN ALL AROUND ~ 27 5 -9 O.D.+2 / ~ ~ ~ ~ \ ~ \ LARGER THAN 2) ~ ~ ~ ~-\\j~~ ELEVATION
~ . PIPE 30 6 -7 O.D.+2 e r ~ i 36 7 -4 0.0.+2
42 ~ ~ ° 8 -2 O.D.+2
FLOWAE 48 8 -9 O.D.+2 I PLOWABLE FILL 6' PIPE 6" \
e ~ ~ ~ FULL TI S4 9 -4 I O.D.+2 ~ i FULL TRENCH WIDTH O.D. EXCAVAl10N FOR COLLAR \ TRENCH 12" ~ w
(SEE N 60 9 -10 O.D.+2 (SEE NOTE 1) ` ~ ~
72 11'-0" TYPICAL CONCRETE WIDTH MIN >
T ENCASEMENT CONCRETE ARCH o.0.+2 CONCRE E 78' it'-8" THRUST COLLAR. MIN
SEE NOTE 1 SEE NOTE 1 O.D.+2 ( ) ( ) ~ ~ , 84 12 -0 O.D.+2 I PROPO~ PROPOSED _ EXIST OF 12" .INTO
~ ~ - 90 12 6 0.0.+2 PIPEUN - ~ P LINE : a.:.: ~ UNDISTURBED SOIL ~ ~g N Z
6 13 0 O.D.+2 ° o :D.... ~ ~
1 ~ 08 14 0 O.D.+2
DEPTH S 6" MIN 6" MIN ~ . 6" MIN
OF MAXIMUM PAVEMENT I " 12 MA ATTENTION CONTRACTORS ,a. 12" MAX i ~ 12" MAX
PIPE BEDDING CUT REPLACEMENT WIDTH n~'. a
0-6 S=W+4 0. The Construction Contractorresponsiblef0r the extension of water, ~ ~ a ;o o;::::: \
sewer, andlor reuse, as approved in these plans, is responsible for $=W+B contactln the Public Works De arfinentat 919 83i-6810 18-10~ S=W+12° _ EXIST
-s p ~ and the Public Utilities Departmentat sts ssr-~saoat least >10-12° S=W+16° I PIPE ::o ° ~ PROPOSED _ _ PIPE ~ pIPEUNE i w
i twenty four hours prior to beginning any of their construction, ~ _ '
Public >12-14 s-w+2o :~B'::: :
Suer Collection Eytension S~rstem ~ ~ I " The Cft of Rule' h consents tothe connection and extension of the C' 's Failure to notify both Clty Departments in advance of be innin >16-18 = 1 THIC v ~ ~v g g S W+28 12 1" THICK COMPRESSIBLE
public sewer system as shown on this plan. The material and Construction construction, will result in the issuance Of monetary flees, and require ' _ ' >18 S-W+32 MIN ( JOINT f JOINT FILLER MATERIAL
methods used for this project shall conform to the standards and reinstallation of any water or sewer facilities not inspected as a result of specifications of the City's Public utibfies Handbook. this notification failure. W =TRENCH WIDTH AT BOTTOM OF
PIPE. TRENCH SIDE SLOPES SHALL THRUST COLLAR
Carv ofRaletsh Fa?luretocallforlnspection,InstallaDownsneamPlug,have BE IN ACCORDANCE WITH OSHA I PROPOSED PIPELINE OVER EXIST PIPE ri~blic UtilBiee Depmi,nent Pandt= Permitted P18ns On the Jobslte Of an Other V1of f PROPOSED PIPELINE UNDER EXIST PIPE
Raf f h a v anon o Clty of ~ REQUIREMENTS.
AuWor~zahou to con~tmct e g St ndards will result in a Fine and Posslbfe Exclusion from - future work in the City of Raleigh. 02'22111
Date 0222118
ISSUED FOR CONSTRUCTION
H&S DESIGNED ~qRn, ~N CARS, n~peRrlt~~n~~
l RTN4~AIT (1R pl IRI If' I ITII ITIRC THE SCALE BAR DATE JUNE 2008
Al i I inLMI I I vi I vvi.w v ILA i u.v SHOWN BELOW H& S JOB 30799
DRAWN H & S F ES S104,
Q 9< MZEN AND SAWYER RALEIGF RALEIGH, NORTH CAROLINA MEASURES ONE NUMBER
CHECKED AL Q~0 99 ~ SEAL 9 9463 10 1 MISCELLANEOUS STANDARD DETAILS ` INCH LONG ON CONTRACT DRAWING
~ Environmental Engineers & Scientists PROJ. ENGR. JBM THE ORIGINAL NUMBER NUMBER
NGINE~ "Z- IN 4011 WestChase Blvd, Raleigh, North Carolina 27607 NEUSE R 2 CONSTRUCTION F ~ o . (zi A p ' F F\ o9 NEUSE RIVER PUMP STATION DRAWING. 1 Dl
U ATOR APPROVAL Rj j 1 H E~ 1 REG L Y t S. ,C B. M FORCE MAIN SHEET 10 of 12
NO. ISSUED FOR A BY APPROVED 4 tz Or

STEEL POST Public NOTESo Suer Collection i Extension S~--stem ATTENTION CONTRACTORS 1 MSS REFEiRS TO THE MANUFACTURERS
The Cay of Raleigh consents to the connection and extension of the City's STANDARDIZATION SOCIETY OF THE VALVE
TOP STRAND public sewer system as shown on this plan. The material and Construction The Constroctlon ContraCtof re5 nslble for the e%tenSlOn Of water; methods used for this project shall conform to the standards and ~ AND FITTINGS INDUSTRY, STANDARD PRACTICE
specifications of the Chy's public Utilities Handbook. sewer, andlor reuse, as approved to these plans, is responsible for cont. _ actfng the Public Works Department at 19 831•se~o, SP-58 AND SP-69.
cm ~fR,,e;~l, and the Public Utilities Department at fs 857~454Q at least 2 PIPE WALL SUPPORT AND PIPE SUPPORT RACK
STAY WIRES WALL PIPE AS READ r~~~l~~ uriliti"<Depvtmeni Penoii= _ twenty fourhours prior to beginning any of their construction. SHALL BE ASSEMBLED WITH CHANNEL FRAMES
.anrhuriz:dim~ruconsrmM AND ACCESSORIES AS MANUFACTURED 8Y
i Failure to notify both Clty Departments in advance of beginning UNISTRUT CORP, OR VERSABAR CORP, OR EQUAL. D,r~ _ - - construction, will result in the issuance of monetary floes, and require
#5 BARS ALL AROUND GALV WIRE FABRIC TWO reinstallation of any water orsewer facilities not inspected as a result of 3 FABRICATED PIPE SUPPORT MAY BE USED AS
AND FILTER FABRIC. v NONSHRINK GROUT N w z~ z BURY TOE OF FILTER - m z ~ this notification failure. SHOWN IN PIPE SUPPORT RACK DETAIL, OR TO
. ~ ~ A ~Q - ~ FABRIC A MIN OF 8 ~ TO SUPPORT PIPE FROM THE FLOOR.
TWO STRIPS OF EXPANDING w o 0 Failure to call for Inspection, fnstatl a Downstream Plug, trove 4 BACK PLATES SHALL BE DESIGNED BY THE Permitted Plans on the Jotuite, or any other violation of City of CONTRACTOR ACCORDING TO WALL TYPES AND
RUBBER WATERSTOP. EACH z i ~ N ~ " ~ i~ ~ ~ Raleigh Standards will result in a Floe and Pos~ble Exclusion from
STRIP SHALL BE LAPPED 4 , N WITH THE LAP ABUTTING ~ ! BOTTOM STRAND ~ future work in the City otRalelgh, THE WEIGHTS INVOLVED. BACK PLATE TO BE
~ ! I ~ ~ SIDE BY SIDE. LAPS SHALL ~ ~ ' I SUPPLIED BY BRACKET MANUFACTURER.`
i k ~ BE STAGGERED. Z ~ GRADE LINE I 5 PIPE HANGERS, SUPPORTS AND BRACKETS ARE
~ I ~ ` - SHOWN HERE IN VARIOUS COMBINATIONS AS
~ BED OF SEALANT OR ~ ' .GENERAL DETAILS. THE CONTRACTOR SHALL
~ ADHESIVE BETWEEN ~ ~ ao - , ~ ~ i. ~ ~ ~ ~ ~ ~ ~ ~ DESIGN THE SUPPORT SYSTEM BASED ON ACTUAL
i WATERSTOP AND CONCRETE ~ ~ ~ ~ ~ ~ #5 DOWELS WITH STANDARD ~ ~ ~ ~ o z WEIGHTS AND CONDITIONS AS SPECIFIED OR AS
HOOK ®12" TYP EACH SIDE ~ I i i i i i i i i ~ ~ ~ SHOWN OM THE CONTRACT DRAWINGS.
' ~ li i~ ~ ~ 6 ALL INSULATED PIPES SHALL USE A SHIELD i
~ EXISTING CONCRETE WALL ~ i DOWEL ADHESIVE, TYP ( E ~ . ~ ti ~ ~ (MSS TYPE 40) WITH THE APPLICABLE
LWJ LWJ ~ i ~ PIPE SUPPORT..
I o ~ _ II 8 0 MAX 8 Pi,E ~ ~ ~ 1 MINIMUM OF ONE HANGER PER PIPE SECTION,
MIN ~ O ~Rf 0 CLOSE TO JOINT, ~V THE BARREL. ALSO AT
NOTES; PP A~ ~i o QO 0 CHANGE IN DIRECTION AND BRANCH CONNECTIONS, P ~ 8 RODS ANDS SPACING ARE BASED ON STANDARD
ALL OPENINGS SHALL BE SAWCUT OR SINGLE CORE DRILLED AS REQUIRED, i ~ ) ELEVATION SECTION ~ ~ ~ 00000 00 0 35r MI WEIGHT MATERIALS ACCORDING TO MSS SP-69.
USE-0F JACKHAMMERS OR STITCH DRILLING IS NOT PERMITTED. THE PERIMETER i~ SILT FENCE SILT FENCE ~ ~ 00 00 00 00 o MI N AND ARE FOR REFERENCE ONLY. THE CONTR
SURFACE OF THE OPENING SHALL BE SMOOTH. i i ~ ~ Oo O~ O~ O~ Oo O~ O N SHALL SPACE HIS HANGERS BASED ON
NOTE: i i / oO oO0 O0 O0 O0 O0 ~ ACTUAL CONDITIONS.
1. EXTRA STRENGTH FILTER FABRIC AS APPROVED BY ENGINEER WITH ~ WATERSTOP ( ) 0000 00 00 00
6~-0" POST SPACING DOES NOT REQUIRE MESH SUPPORT FENCE. ~ 0 0
i 2. FILTER FABRIC SHALL BE WIRED DIRECTLY TO POST. 000 ~0 00
0 00000000000 tg
0 000 0~00~00 000 ~iN
AS REQUIRED
6` SIT E ° 0° Oo 0° 0° 0° 0
3 MIN 5~ 00° °0°000000
t~Ea~ o ~ 0~ 0~ /
' PUMP OR EQUIP 2 MIN 1 NON METALLIC
WALL PIPE WITH INTEGRAL NEW CONCRETE WALL BASE NON-SHRINK c ~O~O~o Qo
WATERSTOP. DRILL AND GROUT AS REOD ~ ) TAP FOR STUD BOLTS. R Fp~I o 00 0
o ~o~
" IPES 30" DIA AND SMALLER 6 FOR P " CONC BASE . . . . " 9 FOR PIPES 36 DIA. AND .LARGER GASKET 6 MINIMUM, IF
~ ~ OVER 24" ADDL yr ~ 5~ REp~R
CL ANCHOR #4®12 EW ~ STEEL REQUIRED
BOLTS ~R~~~
REQUIRED TEMPORARY GRAVEL CONSTRUCTION ~ S~E ~I~E CL P
- - - - - " ~ 8" MIN COVER + 1 CONC FLOOR ENTRANCE /EXIT ~E CARRIER PIPE-SEE
` SEE NOTE MAX SCHEDULE C AND NOTE 5
0257701R
• ~ ~ #5 DOWELS X12 " PIPE FLGxRJ OR FLGxMJ SEE PIPE #5 DOWELS Q12 L_ U-BOLT, MSS TYPE 24
ALL AROUND, SEE NOTE ALL AROUND SEE NOTE SCHEDULE IN SPECIFICATIONS
FOR CONNECTING PIPE TYP DOWEL ADHESIVE
EXISTING CONCRETE WALL s NOTE: DOWELS MAY BE CAST IN WITH 90' HOOK OR NONSHRINK GROUT ANCHORED WITH DOWEL ADHESIVE AT CONTRACTORS OPTION, WELDED STEEL BRACKET
WHERE FLOOR IS 8" THICK OR LESS USE #4 DOWELS EMBEDDED MSS TYPE 32 OR 33, MANHOLE COVER AND FRAME SIZE AND SPACING AS REQD
TO WITHIN 2" OF BOTTOM OF FLOOR SLAB.
30°x36" HALLIDAY ALUM HATCH W/
0 TYP PUMP R EQUIP BASE FALL PROTECTION GRATING
GROUT AS REQUIRED BACK PLATE, SEE SCH C
FINISHED GRADE
40 MAX 4" RISER RING EXPANSION ANCHOR BOLTS.
(MAX 2 PER MANHOLE) AS REQUIRED
NZ
~ ~ MANHOLE STEPS AT 16" OC
8'0 PRECAST MANHOLE WITH PIPE PIPE SUPP~JRT BRACKET OPENING OFFSET TO ALLOW FOR
COFFER DAM -COFFER DAM PLUG VALVE OPERATION ~ 50404
4" A.R.I.
4" FLANGED PLUG VALVE SCHEDULE ~
x a ~
~ ~ 4" FORCE MAIN OUTLET
w EXISTING CREEK BOTTOM o SUPPORT RODS AND BRACKET SPACING GROUT AROUND PIPE OPENING (FOR STANDARD WEIGHT PIPE).
a EL 154 - 1551 WITH NON-SHRINK GROUT
MINIMUM MAX SPAN IN FEET {SEE NOTE 8)
I GROUT ALL JOINTS PIPE SIZE BACK PLATE ROD ~ (INCHES)
EXTERIOR AND INTERIOR (INCHES) (INCHES) PROCESS STEEL AIR
RIVER BOTTOM MAT~L COPPER PLASTIC .STEEL DIP SEE PIPING .PIPING NOTE 1)
~ 6 ~ DRAIN . ~ 36" FORCE MAIN (FM) UP TO 1 SEE NOTE 4 3/8 3/8 5 5 6 -
o O A N cc Z HOLE i ~ MIN 24 RIP-RAP 6 TO 12 0 ~
z_ CONC SUPPORT -MIN 1'-8" LONG 1 1/4-2 ~ 3/8 3/8 8 5 10 -
N 0 00 00 00 00 MIN 12 OVERTOP #57 STONE (CENTERED BELOW OUTLET) x REQUIRED
00 0 0 0 WIDTH AND DEPTH 2 1/2-3 1/2 ~ 3/8 3/8 8 5 12 6
Q #57 STONE 12" MIN COMPACTED STONE 4-5 ~ 1/2 3/8 - 5 14 8
000 0 0 po 0 BEDDING BELOW MANHOLE, 6 ~ 5/8 3/8 - 5 15 9
MIN 8" BEDDING #57 STONE PROVIDE ADDITIONAL 1/4 CU YD
BELOW DRAIN 8-12 ~ 3/4 1/2 - 5 15 9
FM 00 + 12
14-16 W 7/8 1/2 - 5 15 9
24" FORCE MAIN
RESTRAINED BALL JT. PIPE ~ ) 18 ~ 1 1/2 - 3 18 10
20-24 " 1 1/4 5/8 - 5 18 10
AIR RELEASE VALVE MANHOLE
C I - RIVER ROSS NG TYPICAL TRENCH DETAIL 30 " N/A N/A - N/A N/A 10
DETAIL ~ NTS
NOT TO SCALE G1
:1509412 ISSUED FQR CONSTRUCTION
&S DESIGNED H CARn, CARn, ~FPARTMFA
~ARTMFNT f1F PI IRI If : I ITII ITIR~ THE scALE eAR DATE ~uNE 2008
. „ , , . , , VV"V V , , SHOWN BELOW H & S JOB 30799
DRAWN H&S F 9 of E sioN 9
Q~ RALEIG L SEAL ffiZEN AND SAWYER CHECKED RALEIGH, NORTH CAROLINA MEASURES ONE NUMBER
MISCELLANEOUS STANDARD DETAILS INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER
Environmental Engineers & Scientists PROJ: ENGR JBM 9463 1R- 10118 . F
NGINV~ 4011 WestChase Blvd, Raleigh, North Carolina 27607 NEUSE 2 CONSTRUCTION 6 . \0 A F F d~ ~ NEUSE RIVER PUMP STATION DRAWING, 1 D2
1 ti F. TORY APPROVAL S. t REGULA FORCE MAIN
NO. ISSUED FOR A BY APPROVED b IZ pY SHEET 11 OF 12

NOTES:
CONSTRUCTION SEQUENCE
REGULATORY PERMIT REQUIREMENTS
1 ASTE SPOIL SOLIDS OR FILL DF ANY KIND SHALL TOP t98,45f NOW 1 NO CONSIT~UCIION OR LAND DISTURBANCE ACTIVITIES
R IN WETLANDS WATERS OR RIPARbAN AREAS OCCU , MAY BEGIN UNTIL ALL PERIMETER EROSION CONTROL
'THE FOOTPRINT OF THE IMPACTS. DEPICTED IN BEYOND MEASURES HA1IE BEEN INSTALLED IN LOCATIONS AS
TH `PRE-CONSTRUCTION NOTIFICATION. ALL E SHOWN ON THE CONTRACT DRAWINGS.. IF CLEARING IS REQUIRED FOR INSTALLATION OF A PARTICULAR
CONSTRUCTION ACTIVITIES, INCLUDING THE DESIGN, srANDARD 4' RISER SECTION AINTENANCE OF ..MEASURE, ALL OTHER. MEASURES SHOWN SHALL BE
INSTALLATION, OPERATION, AND M ° T AND EROSION CONTROL BEST MANAGEMENT SEDIMEN INSTALLED FIRaT. CLEARING-0F THE LAND REQUIRED
a PRACTICES, SHALL_BE PERFORMED SO THAT NO FOR INSTALLATION OF THE PARTICULAR. MEASURE MAY
ATIONS OF STATE WATER QUALITY STANDARDS VIOL ~ a SPAN, S DEPTH MIN CONCRETE ANCHOR SIZE AND SPACING THEN PROCEED.
STATUTES OR RULES OCCUR. Oi-Oq< Ss 4i-pN 1 1/2~~ 1/2"0x5 1/2" 18" 2 ONCE ALL MEASURES. HAVE BEEN INSTALLED, SITES
a 4 -0 < SS 5 -0 1 3 4 SHALL BE CLEP~RED AND GRUBBED. WITHIN THE LIMITS OF
2 THE ER0510N AND SEDIMENT CONTROL MEASURES FOR STALLED OPERATED AND TRANSITION FLAT ToP sLAB 5'-0"< Ss 5`-6" 2" DISTURBANCE AS SHOWN ON THE CONTRACT DRAWINGS.
'THE.. PROJECT .MUST BE IN AINED IN ACCORDANCE WITH THE MOST RECENT a ~ 1 MAINT 5'-6"< Ss 6'-O" 2 1 4" ~ 5/8 0x6 ~ 18
BASE TOP SECTION ' VERSION OF THE NORTH CAROLINA SEDIMENT AND 5'm RISER SECTION a
EROSION CONTROL. PLANNING AND DESIGN MANUAL. MIN 6~ HEIGHT 6'-0"<Ss6~-6" 2 1/2" 3 .ONCE CLEARING AND GRUBBING IS COMPLETE, TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON SITE AT THE
SCHEDULE BASED ON 150 PSF LOCATION INDICATED ON THE CONTRACT DRAWINGS.
36"0 FORCE MAIN 3 SEDIMENT AND EROSION CONTROL MEASURES.SHALL NOT 1/8" CLEARANCE TOPSOIL STOCh;PILES SHALL HAVE PERIMETER EROSION
BE PLACED IN WETLANDS OR WATERS TO THE MAXIMUM rRANSrnoN roP INV 1es.o EXTENT PRACTICABLE. IF PLACEMENT OF SEDIMENT AND ° AL GRATING ALL AROUND CONTROL MEASURES INSTALLED AS PER THE CONTRACT.: DRAWINGS ANO SEEDED .WITH TEMPORARY SEEDING
EROSION CONTROL DEVICES IN WETLANDS AND WATERS WALL PENETRATION SHALL BE MEASURES DURING CONSTRUCTION ACTIVITIES.
ND THE 60"0 INTERCEPTOR CORE DRILLED AND A FLEXIBLE IS UNAVOIDABLE, THEY SHALL BE REMOVED A t s RUBBER SLEEVE SHALL BE
NATURAL GRADE RESTORED WITHIN SIX MONTHS OF THE RADIALLY COMPRESSED IN THE 4 EARTHWORK OI?ERAITONS CAN BEGIN ONCE TOPSOIL HAS
DATE THE DIVISION OF LAND RESOURCES HAS RELEASED OPENING EXTRUDED BEEN REMOVED AND STOCKPILED.
`THE PROJECT. ALUMINUM FRAME
CONTINUOUS 5 ALL EXCESS SOIL RESULTING FROM EARTHWORK OPERATIONS NI=CESSARY FOR CONSTRUCTION SHALL BE
4 THE OUTSIDE BUFFER, WETLAND OR WATER BOUNDARY i CONSTRUCTION CORRIDOR WITHIN THESE AND ALONG THE L_____ AL L3x3x3/8, CONT REMOVED FROM SITE OR STOCKPILED ON SITE AT THE
ARIES APPROVED UNDER THIS 401 WATER BOUND ~ ~ LOCAl10N SHOWN ON IIiE CONTRACT DRAWINGS. ONSIIE
QUALITY CERTIFICATION AUTHORIZATION SHALL BE ~ 316 SST CONCRETE SOIL STOCKPILE AREAS SHALL BE PROTECTED WITH
LEARLY MARKED WITH ORANGE WARNING FENCING OR C ADHESIVE ANCHOR L ANCHOR STRAPS APPROPRIATE EROSION CONTROL MEASURES AS SHOWN
SIMILAR. HIGH-VISIBILITY MATERIAL) FOR THE AREAS i SPANS 1"x1/4"x6° 18° ON THE CONTF!ACT DRA4NNG5 AND SEEDED WITH
VED TO INFRINGE WITHIN THE BUFFER WETLAND APPRO , ' (WELD TO FRAME) TEMPORARY SEEDING MEASURES FOR THE DURATION OF
OR WATER PRIOR TO ANY LANG DISTURBING ACTIVITIES +t MIN 2 EACH SIDE CONSTRUCTION ACTIVITIES. ANY SOILS TAKEN OFFSITE SHALL BE STOCKPILED AT LOCATIONS WITH ALL
15A NCAC 2B. 0233 AND ~ ~ TO ENSURE COMPLIANCE-:WITH _ _ _ _ _ _ _ _ _ - ~ ~ AT WALL AT FLOOR REQUIRED PERMITS.
GC 3625. - ~
TION OF ALL WORK APPROVED WITHIN THE 5 UPON COMPLE ALUMINUM GRATING 6 FORCE MAIN SHALL BE INSTALLED. IN ACCORDANCE WI11~
401 WATER QUALITY CERTIFICATION OR APPLICABLE 0553000 STANDARD CONSTRUC110N TECHNIQUES. ONLY THE
IFICATIONS ~ -.BUFFER RULES, AND .ANY SUBSEQUENT MOD , i LENG11~1 OF TRENCH IN WHICH PIPE CAN BE INSTALLED IN ONE GAYS TIME SHALL BE OPEN AT ANY TIME, WIl1~
THE APPLICATION IS REQUIRED. TO RETURN THE SPOIL MATERIAL PLACED ON THE UPHILL SIDE OF THE
ATTACHED CERTIFICATE QF.COMPLETION TO THE 401 1T~ENCH. PIPING SHALL BE CAPPED AT END OF EACH
RSIGHT EXPRESS REVIEW PERMITTING UNIT NORTH OVE / DAYS WORK TO PREVENT SEDIMENT FROM ENTERING.
CAROLINA DIVISION OF WATER QUALITY, 1650 MAIL TRENCH SHALL BE BACKFILLED AT END OF EACH DAYS
SERVICE CENTER RALEIGH NC 27699-1650. 'i WORK AND DISTURBED AREA SEEDED WITH TEMPORARY.
t ~ INV 182.15 SEEDING MEASURES IF APPROPRIATE.
7 TEMPORARY SEEDING MEASURES SHALL BE .EMPLOYED.
.THROUGHOUT ~ONSIT2UC110N -0N ANY AREAS THAT
SHALL REMAIN UNDISTURBED FOR MORE THAN 15 DAYS.
8 UPON COMPLETION OF FORCE MAIN, PERMANENT
EXTRUDED AL ADAPTER SEEDING, MUL(,HING AND FERTILIZING MEASURES SHALL
i ~ ~ (USED ONLY WITH AL BE EMPLOYED ON ALL DISTURBED AREAS AS PER
1 1 2 AL PIPE BASE FLANGE) SPECIFICATION SECITON 02910 -FINAL GRADING AND
PO T EXTRUDED ~ ALU ~i a TOEBOARD EXTRUDED ALUMINUM LANDSCAPING. ALL EROSION CON1120L MEASURE SHALL
ii u TOEBOARD 1 1/2" ALUMINUM REMAIN IN PLRCE UN1TL ENURE SITE. HAS BEEN PIPE POST STABILIZED.
ii ii ii ii 4- 3 8 HEX HEAD
' ? ~ q ii BOLT ~ ~ q u 1 1/2"x1/8" AL 9 ONCE PERMANENT STABILIZATION HAS OCCURRED,
~ I q u CLAMP TEMPORARY SEDIMENT CONTROL MEASURES MAY BE
~ I q u RAILING + q FLANGE REMOVED. ANY AREAS DISTURBED BY THE REMOVAL OF
RTHEN RIDGE ~ 1~ ~ i u EA 6 , i i u CAST AL THESE MEASURES SHALL BE RETURNED AS CLOSELY AS
BASE FLANGE POSSIBLE TO ORIGINAL CONDITION AND SEEDED, MULCHED AND FERTILIZED AS PER SPECIFICATION
1 4' 'D' STOP / N ~ ~ 4-1/2"0 SST SEC110N 0291 G.
ONE SIDE ONLY ~ ~ ) ~ z iv z i r ADHESIVE ANCHORS ~ -
ELEVATI ON ~ ~ ~ ~ i ~ (MIN 5" EMBEDMENT)
5 ,MIN
~ SLOPE ~ I- 4' " _ a~ ~ x ~ r : i. . . .
Y - N ~ ~
a 5 16" MIN 1/2 ,MIN 3 8~0 SST / ~ / 3/8"0 SST
~ ~ SET SCREWS- ri _ -i i SET SCREWS
1 4' 'D~ STOP
- E SIDE ONLY ~ )
II I(I III III III III SURFACE MOUNTED
SIDE MOUNT TO CONCRETE
IIi III III III III II ILL TO METAL
' NOTES •
N AS CLEARING IS COMPLETED. 6~-0' 6~-0' MAX
1 INSTALL DIVERSIONS AS S00
K THE BASE FOR THE CONSTRUCTED RIDGE BEFORE PLACING FILL i 2 DIS 1 1/2" AL PIPE
RAILING
_ 3 TRACK THE RIDGE TO COMPACT IT TO THE DESIGN CROSS SECTION. - - 1 /2" AL PIPE
i ~ ~ ~ (VERTICAL)
4 LOCATE THE -0UTLET ON AN UNDISTURBED AREA. I -
5 IMMEDIATELY SEED AND MULCH THE PORTIONS OF-THE WATER BAR NOT SUBJECT TO CONSTRUCTION TRAFFIC.
STABILIZE WITH GRAVEL AREAS TO BE CROSSED BY VEHICLES. w ALL HNORAIT sICAL ATTENTION GON"~'RACT®RS
The Construction Contractor; responsible. for the extension of water,
~ TYPE WATER BAR SECTION TYPE I WALKING SURFACE sewer, andlorreuse, as approved in these :plans, is responsible far
cant... aGt~nt~ the Public Worlks Department at 9t9 eat•ss~o,
D TAIL 1 and the Public Utilities D~partmentat t9 867.4540 at least
ELEV~ ELEVATION twenty four hours prior a beginning any of their construction.
NTS D3 Public
Se~~~er Collection I Exteiiston System Failure to notify both City D®pattm@nts in advance afbeginnng
A LUMINUM ALUMINUM HANDRAILS The City of Raleigh consents to the connection and extension of the City's
public sewer system as shown on this plan. The material and Construction canstruCtwn, will result in the issuance Of monetary /fees, and require
0552000 methods used for this project shall conform to the standards and reinstallation of any water or sewer facilities not inspected as a result of specifications of the City's Public Utilities Handbook. this notification failure.
city of Raleigh Failure to call for Inspection, install a Downstream Plug, have
Puublic Lftilities De~tmeui Fenuit # P@rfiltt@d PIan3 an the ./obSl~@, or any other Violation of C1ty of
Rai@fgh Standards will result in a F)na anal Posslbl@ Excfusfon from
Authoiizatioii to Coiutnict future work In the Cfty otRalB~gh,
Date
ISSUED FOR CONSTRUCTION
S DES(;rIEO H &
„~c~ CAROB . „~N CAROB . ARTMENT OF PUBLIC UTILITIES TAE SCALE BAR DATE ._JUNE 2008 ~~~a~~ o~~ ~W
0 ~ 4 ESS/p ~ W,., U- - iv H & 5 jut30799
DRAWN H&$ S ~ N 9 o~ ti 9 , 9 RALEIGI Q ffiZEN AN RALEIGH, NORTH CAROLINA MEASURES ONE NUMBER
S CHECKED L E AL D SAWYER
MISCELLANEOUS STANDARD DETAILS INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER
PROD.ENGR 10 9463 1 o 18 Environmental Engineers & Scientists JBM 0 . O FN p E~~ ~ 2 CONSTRUC110N IN I 4011 WestChase Blvd Raleigh, North Carolina 27607 NEUSE F NEUSE RIVER PUMP STATION "DRAWING. 1 D3
A F F n~ ~
RT h 1 REGULATORY APPROVAL S. 0 B. ME FORCE MAIN
R D TE BY APPROVED 12 r NO. ISSUED FOR 0 SHEET 12 OF 12