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W INDEX OF DRAWINGS SHEEP NO. TITLE ~ABARRUS COUNTY
VA
?CEPTOR
NO. CS370382-20
GENERAL D
Q~~~oe~
G-1 COVER
G-2 ABBREVIATIONS AND LEGEND A~~ 1 3 Zoo,
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CIVIL tif: 'J..:..•.'~~:'•.•::•
C-1 INTERCEPTOR STATION 0+00 TO 14+00 PLAN AND PROFILE . ~•~•J :Y
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C-2 INTERCEPTOR STATION 14+00 TO 29+00 PLAN AND PROFlLE J•:•I::.:'i::. ~:.V:.:' t':1~.';:'' l lt::..:.•.':.~:~•,r T:.:, . t: f . ~ IlV . . .~1'1: . . i. ' •..ti : 1.
C-3 INTERCEPTOR STATION 29+00 TO 45+00 PLAN AND PROFlLE ii .•~L. . :::.........:1:•.' ti'!.. .
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C-4 INTERCEPTOR STATION 45+00 TO 59+00 PLAN AND PROFlLE
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C-5 INTERCEPTOR STATION 59+00 TO 74+00 PLAN AND PROFlLE 1. :I•.
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C-6 INTERCEPTOR STATION 74+00 TO 90+00 PLAN AND PROFlLE
C-7 INTERCEPTOR STATION 90+00 TO 105+00 PLAN AND PROFlLE
C-8 INTERCEPTOR STATION 105+00 TO 121+00 PLAN AND PROFILE \'.ti l••V v:. '::Ll::J••i:1:' ~:::.1i
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C-9 INTERCEPTOR STATION 121+00 TO 135+00 PLAN AND PROFILE ..ti'• ~'ti i• •1 t:• J:.:
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C-10 INTERCEPTOR STATION 135+00 TO 150+00 PLAN AND PROFlLE 4•: :~fA: .1:
C-11 INTERCEPTOR STATION 150+00 TO 166+00 PLAN AND PROFILE v:: ~
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C-12 INTERCEPTOR STATION 166+00 TO 780+00 PLAN AND PROFILE
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C-13 INTERCEPTOR STATION 180+00 TO 184+00 PLAN AND PROFILE :?v` ::ti •
CO-t MISCELLANEOUS DEfAIIS ..i:i •.ti• i.'~.
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CD-2 MISCELLANEOUS DETAILS : ''t
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CD-3 CLARE HAVEN PUMP STATION - OEMOUTION AND MOOIFlCATIONS . Y.'::: J :'l.
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CD-4 METERING VAULT AND MISCELLANEOUS DETAILS 1'.1.•1,::.:1• . J ' :~f; J:::' t
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AERIAL SURVEY:
AVIOIMAGE MAPPING SERVICES, 1NC
4455 MORRIS PARK DR. SUITE B
CHARLOTTE. NORTH CAROLINA 28227
PHONE: [phone]
DATE FLOWN: MARCH 2003 :a
GROUND SURVEY:
00~1/IIIIIIffff~f~,'
DEWBERRY 8 DAVIS. WC. ~(1~ CARa '
- 6135 LAKEVIEW ROAD, SUITE 400 ,%-0 ego
CHARLOTTE. NORTH CAROLINA 28269-2609
rnvrv~• ~ r v-r) avroaio l'OFIWFMWN avow I 1 Gl. / VT J`TL~~TJ'TV 1' A.1lL. E A L
DATE SURVEY COMPLETED: AUGUST 2003 NOT RELEASED FOR OR • 62 d -
Eg CONSTRUCTION
.GINS Q
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10006=38130

A B F G H
4 4 4
ABBREVIATIONS LEGEND - EXISTING NOTES
EXISTING RIGHT-OF-WAY - EXISTING PROPERTY LINE ounNmr EXISTING IRON PIN R~ 1) CONTRACTOR SHALL CONTACT THE LOCAL PUBLIC UTILITIES LOCATING 10) CONTRACTOR SHALL 6E RESP0 ~ ~ ~ ~ ~ SERVICE TO LOCATE UTILITIES IN THE AREA PRIOR TO ANY EXCAVATION. THAT OCCUR DURING CONSTRU ALL EXISTING UTILITIES ARE NOT SHOWN ON THE DRAWINGS. CONTRACTOR STATE REGULATORY AGENCIES. RESPONSIBLE FOR ANY WASTEWATER SPILLS
;ONSTRUCTION AND ASSOCIATED FINES FROM
~ IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES. PUMP(S) AVAILABLE AT ALL TIM :NCIES. CONTRACTOR IS REQUIRED TO HAVE
A G Q AFF A80VE FINISHED FLOOR GA GAGE QTY WHETHER SHOWN OR NOT, AND REPAIRING ALL DAMAGE TO UTILITIES. OR EXISTING SEWER DAMAGE. ALL TIMES IN CASE OF AN ACCIDENTAL SPILL IMAGE. THE CONTRACTOR SHALL NOTIFY THE
ADD ADDENDUM GPM GALLONS PER MINUTE PROPERTY OWNER DESIGNATION NUMBER COST SHALL BE INCLUDEa IN THE COST OF THE PIPE. OWNER AND ENGINEER IMMEDI 2) THE TOPOGRAPHIC MAPS WERE PREPARED FROM AN AERIAL SURVEY - 11) ANY PUBLIC LAND CORNER, P CONTOUR INTERVAL OF 1 F00T, GRID SYSTEM ANO COORDINATES ARE WITHIN THE LIMITS OF CONSTR NC STATE PU1NE COORDINATE SYSTEM (1983 DATUM). CONTRACTOR MONUMENT IS IN OANGER OF TO VERIFY. NOTIFY THE ENGINEER IMMEDIA OR DESTROYED SHALL 8E RES B-3 3) DISTURBANCE SHALL BE LIMITED TO THE TEMPORARY AND PERMANENT REGISTERED IN THE STATE OF IMMEDIATELY IN THE EVENT OF A SPILL.
ACCV AIR CUSHIONED CHECK VALVE GALV GALVANIZED NER, PROPERTY MONUMENTATION, OR BENCHMARK
ARV AIR RELEASE VALVE G GAS EXISTING UTILITY EASEMENT - EDGE OF PAVEMENT CONSTRUCTION SHALL BE PROTECTED. IF A CORNER
ALUM ALUMINUM GR GRADE R AL ARC LENGTH GND GROUND RAp OR & AND GSP GALVANIZED STEEL PIPE RJ ER OF BEING DESTROYED, THE CONTRACTOR SHALL IMMEDIATELY. ANY CORNER MONUMENT DISTURBED
OR R anoius EXISTING STORM DRAIN/CATCH BASIN RESTRAINED PUSH ON JOINT BE RESET BY A PROFESSIONAL LAND SURVEYOR
APPROX APPROXIMATE RCP REINFORCED CONCRETE PIPE SOIL BORING DESIGNATION NUMBER ~ B ~ ReoucER EXISTING GROUND PROFILE REFERENCE 4TE OF NC, AT THE CONTRACTOR'S EXPENSE.
ARCH ARCHITECT(URAL) RED RIGHT-OF-WAY, AREAS FOR WHICH ENCROACHMENT AGREEMENTS HAVE ~ 2 THE CONTRACTOR SHALL CONT BEEN 08TAINEO. AND STAGING AREAS PROCURED BY THE ,ANY CONFLICTS THAT ARISE D CONTRACTOR. CONTRACTOR SHALL REMOVE ALL TREES WITHIN THE 1 CONTACT THE ENGINEER IMMEDIATELY REGARDING
ASSY ASSEMBLY REF ~ AT H REF PT ?RISE DURING CONSTRUCTION OF WORK SHOWN ON
AUTO AUTOMATIC HFAC HARNESSED FLANGED ASSEMBLY REINF PT REFERENCE POINT EXISTING BRIDGE NF REINFORCING OR REINFORCEMENT LIMITS OF THE PERMANENT RIGHT-OF-WAY, EXCEPT WHERE TREE THE DRAWINGS. PROTECTION IS SFIOWN ON THE DRAWINGS. 13) THE CONTRACTOR SHALL ADHE _ 4) CONTRACTOR IS RESPONSIBLE FOR PROCUREMENT OF ALL MOBIUZATIpN, OF ALL PERMITS THAT HAVE B STORAGE. ANO STAGING AREAS AS WELL AS ADDITIONAL ACCESS TO THE ~4 ALL VAULTS AND MANHOLES S CONSTRUCTION SITES WITHIN THE TEMPORARY AND PERMANENT J
AVG AVERAGE COUPLING READ ~o REOVIRED EXISTING BUILDING ~ REVISION EXISTING CREEK OR BRANCH - - RIGHT 1 ADHERE TO ALL CONDITIONS AND REQUIREMENTS HAVE BEEN OBTAINED.
HDR HEADER Rte/
HT HEIGHT RT OLES SHALL BE DESIGNED FOR H2O LOADING AND WATER TIGHT COVERS UNLESS OTHERWISE NOTED.
HWL HIGH WATER LEVEL RD B HWY HIGHWAY RM Rono EXISTING FENCE ROOM fXISTING GAS MAIN N OR ROW RIGHT OF WAY " ~ " ~ - ~ " ~ RIGHT-OF-WAY. EROSION CONTROL DEVICES SHALL BE INSTALLED AND SHALL BE BOLT DOWN WATER WUNTAINEO AT ALL WORK SITES AND STAGING AREAS. CONTRACTOR SHALL
" g ~ FOLLOW ALL LOCAL REGULATIONS REGARDING THE WORK. INCLUDING 15) FOR ALL TIE-IN PIPING. CROS 0 KEEPING MUD ANO DIRT OFF OF PUBLIC ROADS AND PRIVATE ENTRANCES. VERIFY ALL EXISTING PIPELINE CROSSINGS, OR VALVES, CONTRACTOR SHALL
BKBV BACK BALL VALVE HORZ/HOR HORIZONTAL R/W OR BOP BEGINNING OF PAVEMENT HP HIGH PAINT EXISTING GAS VALVE a AND REHABILITATING STAGING. STORAGE OR STOCKPILING AREAS TO EQUAL AND MATERIALS PRIOR TO SH0 OR BETTER THAN EXISTING CONDITION. ENGINEER OF ANY CONFLICTS. IPELINE ELEVATIONS, LOCATIONS, DIAMETERS, TO SHOP DRAWING SUBMITTALS, NOTIFYING THE
BS BELL AND SPIGQT HB HOSE 6186 EXISTING STREET SIGN FLICTS.
BM BENCH MARK HYD HYDRANT ~C~ 5) ERASION AND SEDIMENTATION CONTROL DEVICES SHALL 8E INSTALLED PRIOR 16) ALL DRNEWAYS, DRAIN PIPES. TO CLEARING OR PERFORMING EXCAVATION IN ANY ARE4. IrWNTAINED DURING EQUAL OR BETTER THAN EXISTI
BET BETWEEN S EXISTING TREE r. swirnar EXISTING EDGE OF WOODS SANiTARY SEWER PIPES, AND HEADWALLS SHALL BE RESTORED TO N EXISTING CONDITION, IN BOTH NEW AND EXISTING
BSP BLACK STEEL PIPE I S~• WORKS AND REMOVED WHEN WORK IS COMPLETED. SEDIMENT AND EROSION RIGHT-OF-WAY AND WITHIN AN CONTROL DEVICES SHALL 8E IN ACCORDANCE WITH SPECIfICATIQN SECTION STRUCTURES OR DRIVEWAYS 01 ~ ~ 02270. DETAILS SHOWN ON THE SHEET THE NC EROSION AND SEDIMENT EASEMENT SHALL ALSO BE FU CONTROL MANUAL. ANO APPROVEp EROSION AND SEDIMENT CONTROL PLAN THIN ANY TEMPORARY EASEMENT AREAS. ANY
8F BLIND FLANGE BFV BUTTERFLY VALVE IN OR INCH(ES) ST STL STL STAINLESS STEEL EXISTING C~ SAN. SWR. ' .M.H SANITARY SEWER MANHOLE NAYS DISTURBED OUTSIDE THE RIGHT-OF-WAY OR BE FULLY RESTORED AT NO COST TO THE OWNER.
BOT BOTTOM INC INCORPORATION S.S.M.H
BOV BLOW-OFF VALVE INDUST INDUSTRIAL SCH i SCHEDULE EXISTING SAN. SWR. MANHOLE o O FOR THIS PROJECT. TEMPORARY SEEDING ANU MULCHING SHALL BE ~ 7) TREES TO BE PROTECTED DURI O PERFORMED WITHIN 15 DAYS Of BACK FILLING TO FINAL GRADE. THE SYMBOL IN THE LEGEND. ED DURING CONSTRUCTION ARE IDENTIFIED BY
BLDG BUILDING ID INSIDE DIAMETER OR DIMENSION SECT •r sECnoN EXISTING CABLE TV PEDISTAL O 2. SEWER BEEN ENTIRELEY WITHIN THE R ~ ~ 6) CONTRACTOR SHALL CONTACT MR. BRUCE NOBUTf OF PIEDMONT THE DRAWINGS. .GEND. ALL TREE PROTECTION MEASURES SHALL I THE RIGHT-OF-WAY AND EASEMENTS SHOWN ON
INSUL INSULATION OR INSULATED SWR. INT INTERIOR SH or SH INV INVERT SIM or SttT SHEET EXISTING UNDERGROUND ELECTRIC ~ S1A9~ EXISTING UNDERGROUND FIBER OPTIC SOUTH
- NATURAL GAS COMPANY (704-525-5565) AT LEAST 48 HOURS PRIOR 18) CONTRACTOR'S PROFESSIONAL
C S TO CROSSING MIY PIEDMONT GA$ PIPELINE. BENCHMARKS BEFORE PIPE LA U7 UT SIGNAL LAND SURVEYOR IS TO VERIFY THE PIPE LAYING BEGINS. CONFLICTS, IF ANY, WILL BE
CAP CAPACITY SQ SQUARE EXISTING UNDERGROUND TELEPHONE ~ ~ ~ sQnNO~oE~ EXISTING TOWER LINE 7) CONTRACTOR SHALL NOTIFY MR. ED WILUAMS OF DUKE POWER BROUGHT TO THE ATTENTION 0 NTION OF THE ENGINEER A MINIMUM OF 14
CI CAST IRON SF (704-382-2664) AT LEAST 48 HOURS PRIOR TO ENCROACHING ON OR ~~DER DAYS BEFORE PIPE E PIPE LAYING ACTIVITIES BEGIN.
CL CENTER LINE ~ STD srnnoN EXISTING OVERHEAD ELECTRIC -a = STEEL CROSSING ANY DUKE POWER R~HT-OF-WAY, THE CONTRACTOR SHALL °E MAKE ALL NECESSARY ARRANGEMENTS WITH THE VARIOUS UTILITIES Tp 1 g) DCISTING SANITARY SEWER PIP PROTECT THE LINES AND THE PUBIJC. THE CONTRACTOR SHALL ADHERE THROUGH CONSTRUCTION. TH TO THE PROVISIONS OF "ARTICLE 19A -OVERHEAD HIGH VOLTAGE LINE FOR ALL COSTS ASSOCIATED W SAFETf l?(:T -STATE STATUTE 45-229. AS AMENDED". ALL COSTS DUE TO ANY CONSTRUCTION R ASSOCIATED WITH THE CONTRACTOR'S RESPONSIBILITIES UNDER THIS AET
CC CENTER TO CENTER JT JOINT STA CV CHECK VALVE JCT JUNCTION STL ?ER PIPES SHALL BE SUPPORTED AS NECESSARY IN. THE CONTRACTOR SHALL BE RESPONSIBLE
CO CLEAN OUT STRUCT iucr STRUCTURAL OR STRUCTURE EXISTING UTILITY POLE/GUY WIRE STORM DRAIN EXISTING FIRE HYDRANT ~G IATED WITH THE REPAIR OF EXISTING FACILITIES
CLR CLEARANCE SD AH STORM DRAIN MANHOLE JION RELATED DAMAGE. 2
COL COLUMN SDMH 2 SPRINKLER EXISTING WATER METER SHALL BE INCLUDED IN THE VARIOUS ITEMS OF THE BIQ DOCUMENTS. 20) CONTRACTOR TO PROTECT OR :CT OR REPLACE NCDOT RIGHT-OF-WAY MARKERS
CMU CONCRETE MASONRY UNIT L SPR CONC CONCRETE LB POUNDS SUCT CONTRACTOR SHALL COORDINATE WITH DUKE POWER DISTRIBUTION OR MONUMENTS PER NCOOT 8 ENGINEER AT (704-594-0000) IN REGARDS TO DISTRIBUTION LINE ICDOT 806.01.
CONN CONNECTION/CONNECTOR LEN LENGTH S~ ;T SYS EMN EXISTING WATER MAIN ~ EXISTING WATER VALVE ~ EASEMENTS. 2 Mq~1 ~N TPRO ECTION LINTEL T01 8) SOIL BORING LOCATIONS ARE APPROXIMATE. SOIL EXPLORATION WORK GROUND -COVER SUFFICIENT TO ;OTECT ALL DRAIN CULVERTS DURING CONSTRUCTION.
CONST CONSTRUCTION LG LONG. LENGTH JNTIL DISTURBED AREAS ARE STABILIZED WITH ;TENT TO RESTRAIN EROSION.
CONT CONTINUOUS/CONTINUATION LR LONG RADIUS CTRL CONTROL LP LOW POINT TEMPORARY BENCH MARK ° WAS PERFORAAED 8Y SAEDACCO, INC. OF ROCK HILL, SC. SOILS
~T~ CENTERS LTD LIMITED OCPLORATION WORK IS SOLELY TO ASSIST BIDDERS IN ASSESSING THE 22) PROVIDE TEMPORARY DITCH LIN ITCH LINING FOR DISTURBED DITCH LINES OR OTHER 'ED FLOW WHERE FLOW IS GREATER THE 2 FPS OR
CU COPPER LWL LOW WATER LEVEL NATURE AND EXTENT OF TESTING PR~EDURES REQUIRED TO MAKE THEIR /+R~ OF CONCENTRATED FLO OWN DETERMINATION OF ACTUAL SUBSURFACE CONDITIONS THAT WILL BE GRADIENT IS GREATER THAN 2 ENCOUNTERED DURING THE COURSE OF THE WORK. NO REPRESENTATION 23) WHEN EXCAVATED MATERIALS A IS MADE OR WILL BE GI1lEN BY THE ENGINEER CONCERNING ACTUAL CONTRACTOR SHALL PLACE SA CONDITIONS THAT WILL 6E ENCOUNTERED. ALL BIDDERS ARE DIRECTED THE EXCAVATED MATERIALS. THAN 290.
CORP CORPORATION TRIALS ARE PLACED ON ROADWAY SURFACES, THE
CORR CORRUGATED CMP CORRUGATED METAL PIPE LEGEND - PROPOSED ACE SAND OR STONE SCREENINGS UNDERNEATH
CPLG COUPLING M PRIOR TO BIDDING TO CONDUCT ALL INVESTIGATIONS THEY DEEM ALSO
CFM C:l)RIC FFFT PER AAINUTE _ PROPOSED SAN. SWR. MANHOLE • • NECESSARY TO ARRIVE AT THEIR OWN CQNCLUSIONS REGARQING SUCH nnumm~wic c+nu onou~n nonce r c~ niwr~n~~~ ~o~ •nnnnv~uwrr w?~n 24~ CONTRA(~Tf1R SHAT 1 t~1A1NTAIN IINTAM AN AMFSS MRRIMP THR0110-.H THE WC)RK
CUBIC FEET p~,H. MANHOLE rnvn~c „r~~....~~.,~ ~ - 'AREA FOR EMERGENCYVEHICL WERE NOT SURVEYED, COPIES OF THE SOIL 80RING LOGS I~AAY BE VEHICLES AT ALL TIMES.
CY CUBIC YARD MA(a MA(aNtll(: T/ ToP PROPOSED C~ SAN.SWR. - OBTAINED FROM THE ENGINEER. 25) MANHOtFS AND PIPES ARE NO _ 9) ALL AREAS WITH OPEN EXCAVATIONS. OPEN VAULTS OR MANHOLES, OR 26) PROPERTY LINE LOCATIONS SH EQUIPMENT SHALL BE FENCED WITH TEMPORARY SECURE FENCING AT
MFR MANUFACTURER TD MAIL MATERIAL TAN. TEMPORARY DIVERSION PROPOSED SAN. SWR. I, T~KENT PROPOSED PERMANENT EASEMENT ~P TEMPORARY PROPOSED TEMPORARY CONSTRUCTION EASEMENT (TCE) - - ARE NOT SHOWN TO SCALE.
MAX MAXIMUM TK )NS SHOWN ARE APPROXIMATE.
MECH MECHANICAL TEMP _ . LEAST 4 FEET HIGH.
~ MJ MECHANICAL JOINT THK ( THICK OR THICKNESS
DP DEEP, DEPTH ML MAINTAIN LIMITS THD DEG DEGREE MGD MILLION GALLONS PER DAY Np THREAD(ED) PAVEMENT TO BE REPLACED
DET DETAIL MIN MINIMUM T & B T(PICAL k B TOP & BOTTOM
DIA OR 41 DIAMETER MISC MISCELLANEOUS T.O.S. .S. TOP OF SLAB PAVEMENT TO BE REPAIRED
D.B. DEED BOOK MO MANUAL OPERATOR L.LLLJ
DIM DIMENSION MON MONUMENT OISCH DISCHARGE MTD MOUNTED
OISTR DISTRIBUTION MTG MOUNTING u
DMH DRAINAGE MANHOLE MWL MEAN WATER LEVEL
DN DOWN U.O.N. .N. UNLESS OTHERWISE NOTED EROSION CONTROL SYMBOLS UNDERGROUND
D DRAIN U/G DWG DRAWING UE UNDERGROUND ELECTRIC
DIV DIVISION N OF UNDERGROUND FlBER OPTIC SEDIMENT FENCE (SILT FENCE) STD. 6.62 - 3
DIP DUCTILE IRON PIPE NCDENR NORTH CAROLINA DEPARTMENT OF UT UNDERGROUND TELEPHONE
DI DUCTILE IRON ENVIRONMENTAL AND NATURAL RESOURCES TEMPORARY SEDIMENT TRAP STD. 6.60 DETAIL AND SECTION IDENTIFICATION
NCDOT NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION v NPT NATIONAL PIPE THREAD TEMPORARY DIVERSION STD. 6.20 c-•---•- DETAIL
E NOM NOMINAL VPC VERTICAL POINT OF CURVATURE DESIGNATION SECTION TI ON DESIGNATION
E EAST OR EXTERNAL DISTANCE NRS NON-RISING STEM VPT VERTICAL POINT OF TANGENCY TEMPORARY STREAM CROSSING STD. 6.70 - ~T~
EA EACH N NORTH yP~ EF EACH FACE NIC NOT IN CONTRACT VER/VERT VERTICAL POINT OF INTERSECTION t~yERT VERTICAL DETAIL 1
EW EACIi WAY NTS NOT TO SCALE VC veancu cuRVE FABRIC INLET PROTECTION STD. 6.51 IIII
ESMT EASEMENT N0. OR # NUMBER SHEET ON WHICH SHEET O DETAIL IS LOCATED SECTION =T ON WHICH
ECC ECCENTRIC TREE PROTECTION STD. 6.05 ~ ~ riON IS LOCATED
EOP EDGE OF PAVEMENT ELB, ELL ELBOW
ELECT ELECTRIC(AL) ~ , ON CENTERS WS s wasH HOSE STATION LIMITS OF EROSION CONTROL MATTING
ELEV. OR EL. ELEVATION OC~IV ON CENTER EACH WAY W~ WATER LEVEL DETAIL REFERENCE SECTION RE DETAIL DESIGNATION REFERENCE
EMBED. EMBEDED OPNG OPENING w WIDTH/WEST/WATER LIMITS OF STREAM BANK STABILIZATION -
EMER EMERGENCY OPER OPERATOR OR OPERATED W~ ENCSMT ENCASEMENT W~0 WITH
ENC ENCLOSE(URE) 00 OUTSIDE DIAMETER OR DIMENSION ~ ~ WITHOUT
ENT ENTRANCE OE OVER HEAD ELECTRIC WATER MAIN LIMITS OF RIP RAP
EQ EQUAL SECTION DESIGNATION
EQUIP EQUIPMENT P EXIST, EXISTING PCCP PRESTRESSED CONCRETE DETAIL ~ SHEET ON WHICH SECTION 1 1
EXP EXPANSION CYLINDER PIPE Y
E~ EXTERIOR PG PAGE YD YARD s/a" ~ t'-o" - SECTION IS TAKEN s/ap = ~'-o" - If SECTION OR QETAIL IS DRAWN ON THE SHEET ON WHICH
PVMT PAVEMENT ~ YARD HYDRANT DETAIL IS TAKEN
PWL PEAK WATER LEVEL
~ PERCENT F PE PLAIN END
FO FACE OF OR FIBER OPTIC PRC POINT OF REVERSE CURVE FT FEET OR FOOT PC POINT OF CURVATURE SAME SHEET THAT IT IS TAKEN FROM. THE
FPM FEET PER MINUTE PT POINT OF TANGENT DETAIL SHOWN SHEET NUMBER MAY BE REPLACED WITH A SECTION S HYPHEN. IF THE SECTION IS REFERENCED N SHOWN 4
FPS FEET PER SECOND PVC POLYVINYL CHLORIDE ON MULTIPLE SHEETS. THE SHEET NUMBER SHOWN SHOULD INDICATE THE FIRST SHEET
FPT FEMALE PIPE THREAD PCF POUNDS PER CUBIC FOOT FRP FIBERGLASS REINFORCED PLASTIC POJ PUSH ON JOINT. THE SECTION IS TAKEN FROM.
FIG FIGURE PSF POUNDS PER SQUARE FOOT
FIN FINISH(ED) PSG POUNDS PER SQUARE INCH ,,,~1/11~Iflifff
FH FIRE HYDRANT PH?R POWER PL PROPERTY LINE OR PLATE CAS '
FLG/FL FLANGE PRESS PRESSURE
FES FLARED ENQ SECTION pROJ, PROJECT FLEX FLEXIBLE FINAL DESI NOT RELEASED :NSIGN
FTG FOOTING PROP, PROPOSED 'IEa FOR `
FM FORCE MAW 7 s
FON FOUNDATION CONSTRUCTI TI N • s G11 N.. Q
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DESIGNED BY. L. L. JONES WATER AND SEWER AUTHORITY OF Y OF CABARRUS COUNTY PROJECT NO. 10606-38130 FILE NAME: GAROOG02
DRAWN BY: O. D. PRATT Camp Dresser & McKee CONCORD, NORTH CA Y; L. JONES H CAROLINA
j~ SHEET CHK'0 BY: L. ABBREVIATIONS AND LEGEND SHEET NO.
CROSS CHK'D BY: S• ,Y: S. TRIPP 301 South McDowell Strom, Suite 512 FUDA CREEK INTER TERCEPTOR
S NO. DATE DRWN CHKD REMARKS MARC DATE: S. TRIPP oaea~ran Charlotte, North Carolina 28204 G=2
REV APPROVED BY:
MARCH 2006 Tel: [phone] Fax: [phone]

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PROJECT NO. 10606-38130
~ L DESIGNED BY. L. JONES WATER AND SEWER AUTHORITY OF N OF CABARRUS COUNTY Fl LE NAME: GAROOG03
DRAWN BY: D CONCORD, NORTH C momm"Nommmmmomm PRATT Camp Dresser & McKee CP10FA L. JONES rH CAROLINA
!ce = SHEET CHK'D BY: L CROSS CHK'D BY: _ APPROVED BY.- 3Y: PROJECT LOCATION PLAN SHEET NO,
BY: S. TRIPP p 301 South McDowell Street, Suite 512 FUDA CREEK INTEF TWNW
S. TRIPP Charlotte, North Carolina 28204 G=3
tip. REV. NO. DATE ORWN CHKD REMARKS MARC MARCH 2006 °~01i101~0"' Tel: [phone] Fax: [phone]
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i~ PROJECT NO. 10606-38130
DESIGNED BY: L• L. JONES WATER AND SEWER AUTHORITY OF 7Y OF CABARRUS COUNTY FILE NAME: cGsPP001
DRAWN BY: D c~ D. PRATT Com Camp Dresser &McKee CONCORD, NORTH C ;Y; L. JONES 'H CAROLINA INTERCEPTOR
SHEET CHK'D BY: L• SHEET NO.
CROSS CHK'D BY: S gY; s. TRIPP 301 South McDowell Stcvet,SuiteSl2 FUDA CREEK INTEF; TERCEPTOR STATION 0+00 TO STATION 14,+00
APPROVED BY: S S. TRIPP oarrnrorm Charlotte, North Carolina 28204 PLAN AND PROFILE cmi
REV. CDR NO. DATE DRWN CHKD REMARKS MARC DATE: MARCH 2006 Tel: [phone] Fax: [phone]

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PROJECT NO. 10606--38130
; DESIGNED BY: L L. JONES WATER AND SEWER AUTHORITY OF rY OF CABARRUS COUNTY FILE NAME: CGSPP004
i` DRAWN BY: SHEET CHK'D BY: ~ D. PRATT (:EXM Camp Dresser &McKee CONCORD, NORTH CA rH CAROLINA INTERCEPTOR
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NO. DATE DRWN CHKD REMARKS DATE:

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DESIGNED BY: LO L. JONES WATER AND SEWER AUTHORITY OF rY OF CABARRUS COUNTY PROJECT NO. 10606-38130 FILE NAME: CGSPP005
DRAWN BY: D, PRATT CoIDPA Camp Dresser& McKee CNORTH CA rH CAROLINA INTERCEPTOR
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CROSS CHK'D BY: to APPROVED BY: Rte' DATE ORWN CHKp REMARKS MARC By. S., TRIPP 301 South McDowell Strcet,Suite 512 FUDA CREEK INTEF TSTATION 59+00 TO STATION 74+00
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S. TRIPP ~ Charlotte, North Carolina 28204 Tel: [phone] Fax: [phone] PLAN AND PROFILE
NO. DATE: MARCH 2006 no

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DESIGNED BY, L. JONES WATER AND SEWER AUTHORITY OF lY OF CABARRUS COUNTY PROJECT NO. 10606-38130 FILE NAME: CGSPP007
DRAWN BY: D. PRATT C:0m Camp D resser & McKee CONCORD, NORTH C BY: rH CAROLINA INTERCEPTOR
SHEET CHK D BY- L. JONES BY; S. TRIPP 301 South McDowell Street, Suite 512 FUDA CREEK INTEF SHEET NO.
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DESIGNED BY: L. JONES WATER AND SEWER AUTHORITY OF D. PRATT Com Camp Dresser & McKee CONCORD, NORTH CAF Y OF CABARRUS COUNTY PROJECT NO. 10808--38130 FILE NAME: CGSPP008
CL DRAWN BY: D• i CAROLINA INTERCEPTOR
~a SHEET CHK'D BY: L• L. JONES SHEET NO.
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o S. TRIPP oa rs, Charlotte, North Carolina 28204 C=8
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NO. DATE DRWN CHKD REMARKS DATE: MARCH
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L DESIGNED BY: L, JONES WATER AND SEWER AUTHORITY O D. PwAn C:0m Camp D TY OF CABARRUS COUNTY PROJECT NO. 10606-38130 FILE NAME: CGSPP009
DRAWN BY: c rH CAROLINA INTERCEPTOR
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APPROVED BY: ~ REV. S. TRIPP Charlotte, North Carolina 28204 PLAN AND PROFILE
DATE ORWN CHKD REMARKS DATE: MAR C3 . NO MARCH 2006 " Tel: [phone] Fax: [phone]

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PROJECT NO. 10606-38130
DESIGNED BY: L• L. JONES WATER AND SEWER AUTHORITY OF r OF CABARRUS COUNTY FILE NAME: CGSPP010
in DRAWN BY: Do D., PRATT C:11A Camp Dresser & McKee CONCORD, NORTH CA y; L. JONES H CAROLINA INTERCEPTOR
SHEET CHK'D By. SHEET NO,
~A CROSS CHK'D BY: S• ,Y; S. TRIPP 301 South McDowell Street, Suite 512 FUDA CREEK INTER rERCEPTOR STATION 135+00 TO STATION 150+00
S. TRIPP aa,N-Mara, Charlotte, North Carolina 28204 cmi
APPROVED BY: S• PLAN AND PROFILE
~g NO. DATE DRWN CHKD REMARKS DATE: MARC MARCH 2006 Tel: [phone] Fax: [phone]

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• ..W~ • .t ~ i i «4r - U*'Y ' • - ~ '?•aj r : •t i a i• ENGINEER OR REMOVE EXISTING SEWER,
• ~VJ'y ~ • j ! f 4~ F J` • . ~f.. ~ . ~J1 .1a•µ~F~ ~ .•IIi r' r •J t ~ , BYPASS PUMP FLOW, AND REPLACE SEWER
5 m^i•w..::ry, .K,yw:r.^r.P- ,.•r. •~.F' 1• fir Y" r` I • `r O ~ ~ f:: f ? ; ~ r- • } 53 'I i i ~ s, •i Y rtr ~ ~ 5 i WITH NEW EQUAL SEWER,
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rFy„w ~ : :I k _ PROPERTY WNER. . i ~ ~ r'~ \ ~ 5. • , •r : T~ g:. !11 N t A N ~ : i • ~ • •1 . 1 . ) ~ , ~u a M~"r~• ~ 'r t' ~ 5 s ~ )I ti L I 1 i, r T . 5 t `'4 .,rte
\ f " r i 3 A~ p 6 ~ k V ' ~ i i•• k 1F~V - r ~i~ - 5, CONTACT MR, ED WILLIAMS (704-382-2664)
,.v:,.~:~3 .f t a k ••t I l~'; rl i ~ ~ • 't ~ ~ 55r , 5 5 •JL r .l 5.. ' y1. ••t f ' • , r L L . e~(~~ sr AT LEAST 48 HOURS PRIOR TO CROSSING
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.Kra . ~y~''Q~~ •y. kki.LywAINW*.rk " q ~ f~ 'F' ~ , f.. rpfMwH'dY' y1r,~ ..Z.i; ~ •;~•'r1y-.. .v . •5't I,irr•. Ci, t \'S s ,r• ~ S'a t ) 5 '.y L ~ •)r•'' 6. CONTRACTOR TO MAINTAIN 12 FT WIDE 4"
t!•r • 41` nY ~ • F 2 ) 5 ~ '1~ I I 4 ' '•r ~ },•y~ ~ ` • Mr..1.Ny.. DEEP COMPACTED ABC ACCESS ROAD FOR ACCESS TO WELLINGTON LANE CUL-DE-SAC
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f 1 ~ • i •t •'s• !1}i4„r»"y-'~~~~y r ~ti: ~iyc~~ N~ is . ~ f ..f>y•• ' .~3., • 3 k a ~ PR P ~ ~ • . < z • 0 ERTY WN R ' E. 632 ~ r .~3~•~ ~ a f : t ~ r Y t ~ ~ - ~5i'•+t. < 1 7 J•~•`4..- 'fr 7 .IJ ...lu:a+~t•,s °fla'~'c'4h . ,rr.r:.. U" . M a a r . t N
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low DESIGNED BY: L BRAWN BY: D L. JONES WATER AND SEWER AUTHORITY OF rY OF CABARRUS COUNTY PROJECT NO. 10606-38130 FILE NAME: CGSPP011
R SHEET CHK'D BY: L F3 CROSS CHK'D BY: c~ D. PRATT C:IVA Camp D resser & McKee CONCORD, NORTH C 3Y: 'H CAROLINA INTERCEPTOR
L. JONES BY: S, TRIPP 301 South McDowell Street,Suite 512 FUDA CREEK INTEF SHEET NO.
TERCEPTOR STATION 150+00 TO STATION 166+00
APPROVED BY: ~g Rte' DATE DRWN CHKD REMARKS MARC S. TRIPP oce an Charlotte, North Carolina 28204 -11
MARCH 2006 Tel: [phone] Fax: [phone] PLAN AND PROFILE
NO. DATE:
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L. JONES WATER AND SEWER AUTHORITY OF PROJECT NO. 10606-38130
DESIGNED BY: L• mmmmmmmmmmp~ D. PRATT rY OF CABARRUS COUNTY FILE NAM E: CG SP P 012
~ DRAWN BY: D resser & McKee CONCORD, NORTH C 3Y: C:0m Cmp D 'H CAROLINA INTERCEPTOR
i~ SHEET CHK'D BY: LCROSS CHK'D BY: APPROVED BY: REV. L. JONES By. S. TRIPP ~ 301 South McDowell Street, Suite 512 FUDA CREEK INTEF SHEET NO.
TERCEPTOR STATION 166+00 TO STATION 180+00
S. TRIPP Qaaan~tan Chazlotte, North Carolina 28204 PLAN AND PROFILE C=12
MARCH 2006 Te1:704-3424546 Faa:704-342-2296
g N0. DATE DRWN CHKD REMARKS DATE: MARC

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'"`fit ''~6~~~ - ~ i! 7'a i mac: r VS ~i t 4r~wx:l '2 M.y, LYwu!rti+C;rril;ir••;;t.f.Y'"wt,`v~."r,..O.... r~+.., ••w' ~ ,•'9,'• ' `fl. 1, ,t .A > > S.1_ Sjk AMS
?tit.hfe.1 •v.. ,r•• • ' r j y{~, ~'4 ~T•s~ w~ 1 i ,,rr ;~y-iy o; Cn
,,,n OJD _ X 1 R•. _ V i .,•i ~ L• ti, , _ ti , _ ~ 7` - ~ ~x A SEWER STREAM 4~ ~ ~f: REAM E :LACE
.L _ . S TBM 10 ~ ~ Y ~ - CROSSING i i~ PROP RN .OWNER: D ~P ~ ~ HOL,~~ v ° ~ ~ ~ , ,`'j NAIL i~ 18" HACKBERRY MYDUY£N AND TURN ~ TRAN ~ ~ ~
' . _ 0. 568.72 ~ OB_ . 5' 03 PG. 2J0 ~ , G H .4171 R ' N 568978.303
"^'Y"'rh+.rl+ryy~ Y'P,1~,~ . ~ ~ 1, r is ~ : p ' ,t WN R L L i . .,r ,PIN-5 06-59-1882 ~ , - 0 ^ V .:.t: 4 F .1yIRE ~.WiRE ME 3
. • . Ir. U • • 1 r ~A~%}5Mp 6~ V(.` 'yetis . ~C y ,,g „ . ~ G . . ~ ~ .t 1 1 4 )1 ; E 1512035.628 7925 ~(OTTENHAM `pR ~ i ~ NTA X97. ~6'I~ - . s;~-:. s I OR CU RENT OWN . R~" ~ E .:f~50 ~1 .66~~ WI ~NEIy~ . , 9~-
5 1 S • ,ti " 1~ 4 ..PIN-1 - ~ - ~ ~ ~ . ~ . ~ 1 _ . R R N L WN s . - ~ :g,J ~ ER E X
. .L In B - t..: T ~ v 24" INTERCEPTOR
, . S9 . • t:.' _ - - . - .ie M H 012717
( ' w X11 • ^ "'7ti = i.~p. •IL 'Y • ~ . rf ~ ' F"4... ~ •y t ''s. • . O i •i $ L ~J STA 2+16-40
~ • . 18 ' I. • v . 1 ~ . ~A : - - 73 . ~ - - _ _ _ STA 1,.07+50.02
` ` ' n ~ ~ ~ - - Sf O r. ` O ~ l •4~ t ~ ~ _ / S9 u _ i _ 3~ ( $ WER I ~ EX o N 569609,33
. "f- 11 71, ( ~ "PVC SE , t i E 1505357,74
• .yq .1. 1 r. . OUSE MANHOLE ~ ~i ~ EX FEN,TONDELL f~ ~ 0' _ - - r.~ ~'4:` s. ~ ANTI-SEEP o k;PROPERTY OWNER:
'N ~ t . ..1 t r 1 ~7.. V S , . t - S :s: 7 STA 0+00.0 `•q _ _ o I ;,::..'N1%INCENT E. AND KAY GLAIR LOVE
- r~ '`1 ` v~' g... 1~ S. 5 ~ ••i + ~ i \ b • ` ~ y N 5 9746.86 5' T PQRARY ; D 4 'COLLAR _ d ~ DB. 0099 7 PG. 0255
~ 1 , ry...• t . ~ ' ' ~ E 1505190 66 ~ ~ ~`IS RUC~IO~V E ' - PIN--5506-59--5340 8.140, 8142 AND 8144 ROBINSON CHURCH RD.
^ M. I • . MHO , . bg !M O F ~ MEKIT ~ ,TREAM . BANK +RESI~QRAT 0 ~ ~r X S ~ y ~ PROPERTY OINN~R: ~ - ~ G -1 ; ` C RIP RAP TO EL. OR CURRENT OWNER
•~P ~8t r~ ir,C• NNGA.:.h..h y~• T1, t•~4/ T kJ V L ! : ~ ; I ~I E I DALE THORTSEN AND L/NDA P(~C ETT ~i ~ _
rr.N'` ~ ' ` S8 :1 / 9 'h `"s : Via.. ~ I'~ i OB., 4908. PG 015 PERMANENT ~ j ~ ~ PIN=5506-5~-1713 ~ ~ '~~{~.Y;EAS ' MENT ~
- a. N ' ~1 ~ • v M • ~,S,I,..w , `k' ...1 ~ r Z ! _ ~ 793 TOTTENHAM .OR ' i - Y-~-- ~ ~ PROPERLY OWIV~R: 15 TEM PORARY
wl`'I. ~ R4 { V ?,w. ` w i M 1 ~ r. . ' I Z . OR . CuRRE.NT OWNEk c urnE oEV£caPM~i ~ ~Q,~C P~ ~ i o ~ ~ ~o PIN-5506-49-90,2. g~ , CONSTRUCTION
M r s Ty;; CS i I M, A. ? ' ' OB. 03302 ~G 1 E SEMENT
• " . a ~ 6~ • 8 ~ •1 ~ : ~ ~ + ,OR CURI7ENT OWN~1?~ ~ ,o ~ . cn ~
,t, s~snn laEiA ~ '1 ; ; J„ r ~ ' • . . 6 ~
, 1. ~ t a g - ~ ~
. ` ~ ~~6 ~ T _ 0 . ~ -I- _
. ~ ~ • _ E FUDA CREEK INTERCEPTOR FROM MANHOLE 012717 DOWNSTREAM TO BACK CREEK DETAIL PLAN B
. w ~ ~s s + • ~''ti s ~ s ~ ~ sS '~&1. - + _ . . ~ _ ~ S. ~ sb 70N INCLUDING SUCCESSFUL TESTING OF PIPE AND MANHOLES. SCALE: 1 " = 50' C-g CALL NC ONECALL
L = y~ c,~ . BEFORE YOU DIG
' M" MII • ~ Mir ~ . . ~1 . _ . t CCEPTANCE OF DOWNSTREAM SYSTEM BY OWNER. CONTRACTOR MAY BEGIN DEMOLITION ON DELL PUMP STATION,
1 .6 ' 0 1 j ' 1. STO P
• TOR TO PLUG 8" INFLUENT TO EXISTING MANHOLE AND BYPASS PUMP WASTEWATER 1-800-632-4949 4 AVOID UTILITY DAMAGE
ES 2. '•3 012717 OR OTHER APPROVED LOCATION.
1 . ~ . -
~ ~ c. G3 , _ ~ ~ • • ~ ~ 6~ ' • ~ 1 .TOR TO REMOVE AND DISPOSE OFF SITE EXISTING VALVES. PIPING, MANHOLE VALVE NTROL PANEL. CONCRETE PAD ANA CHAINUNK FENCE AROUND PUMP STATION SITE. ,,,Ititiitttt~,,•~.~H . CARP •
.6 T ~ ~ • 1 . , , 1 .
u , • !CT MH 012717A AT PUMP STATION SITE. is Sao ,
ti. • 2 ~2 ~ :NSIGN
e~ • EXISTING 8' SEWER. FINAL D ES i NOT RELEASED SE A
p u. it • ~ G 'OED FOR
'r ~ ~M 1 stir'` t a~'~ J REMAINING D(ISTING 3" FORCE MAIN BY PLUGGING OPEN END WITH NON-SHRINK CONSTRUCTI 'O BE PVC. EMBEDMENT TO BE PER DETAIL E/CD-2. C;TION
• 1
c~ ~s ,,'jttt11t11/111,,`'
co ~
~ • ~ ~ ~ 4 _ t?dANH~I FS Tn 'S Tn RF PRnVInFn WITH Rnl T I~nWN WATER TIGHT C[)VFRS UNI FSS nTHFRWISE NOTED.
%V 9 Wow v. mv
Now DESIGNED BY: L• L JONES WATER AND SEWER AUTHORITY OF mmmmmmmmm~ D. PRATT CZWA Camp Dresser & McKee CONCORD, NORTH CA rY OF CABARRUS COUNTY PROJECT NO. 10606-38130
'H CAROLINA INTERCEPTOR FILE NAME: CGSPP013
DRAWN BY U
SHEET CHK'D BY: 3Y: L. JONES SHEET NO.
- CROSS CHK'D BY: co By. S. TRIPP 301 South McDowell Stree4, Suite 512 FUDA CREEK INTEF TERCEPTOR STATION 180+00 TO STATION 184+00
Rte. APPROVED BY: Cg N0. DATE DRWN CHKD REMARKS DATE: S. TRIPP Qar v, Charlotte, North Carolina 28204 PLAN AND PROFILE Cml 3
MARC MARCH 2006 Te1:704-3424546 Faa: 704-342-2296

C p E F G
R B 4
ONE F00T FOR EACH FOR TEMPORARY CHANNELS RAP ~
INCH OF TRUNK DIAMETER =R ~ EE N E 5EE NOTE 3
OR 1/2 HEIGHT OF TREE O°p~ / j<
WHICHEVER IS GRE4TER.
-\\~i ~jj//~~ p~ VARIES W
6' MINIMUM WIDTH FOR 2" C41~. TREES OR SMALLER Z z oO~o ~
~oQ~ ~ IJNE CHANNEL. WITH ~ O~ O 2' MIN.
MIRAFl 700X, UNQ ~p°~O
DEAD TREES AND SCRUB ~ GTF-400E OR AMOCO oQ o o •
OF UNDER GROWTH SHALL S'~YLE 1199 OR EQUAL ~ ~~,0 ~Qna ~ 6" BARK MULCH, PLACE VARIES O 0 QO°~ ~ VARIES COMPACTED EAaTH FlU. ' : ~ . . r' . .
BE CUT FLUSH WITH z ,
ADJACENT GRADE. NO GRUBBING ALLOWED ARIES ' ; " ~ . ~ . o
UNDER DRIP LINE. BARK MULCH AT AREAS NOS iv 01,44E~/O
NOT PROlEC1E0 BY
R 0 BARRIER. 1. ALL CHANNEL SHOULD BE LINED WITH RAP. 13.5" THICK. W~ C~ I MINIMUM RIP I-I 11=I I ICI I I~I I I-! I I-I I ICI I I-III--I I ICI I t I ~i I I-1 I I_I i I-1 11=1 11= 11= I I 1= I I i~f I{-1 f I--=1 I !~I 11= I I i i
w
R 2. BOTTOM WIDTH. SIDE SLOPE. AND DEPT o , ~ ~ ~ BE EQUAL TO QCISTING CHANNEL DIMEN ' il~ll~, V 3. FOR TEMPORARY RIP RAP CHANNELS; oEPTM OF TME Cw~wNEl SHOUlO I----III-I I ICI I f-I I ICI t I III-I I Imo{ I I-III=I I I,I 1 I.; I I I- I I DIMENSIONS.
w :LS; 6• ern, ~
BOTTOM WIDTH: = 3 FEET
2x4" STANDARDS + 1x4" SIDE SLOPE: = 3:1
RADIUS OF TREE BARRIE PER SECTION VIEW - 3~..~ NOT USED rARRIER RAILS OR ORANGE DEPTH: = 1.7 FEET
SAFETY FENCING MAY BE
USED. TEMPORARY EARTH DIVERSION DITCH ITCH
RIP RAP LINED CHA ~~NE~.s DETAIL D
DETAIL NOT TO SCALE V C NOT TO SCALE C-5 VARIES 21ES
C-2
DETAIL A PLAN Vj N4T TO SCALE C-5 ARIES REMOVE PLANS F N LIVE STAKING OF SILKY DOGWOOD
EMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. SEE LANS FOR LOCATION Of ALL TREE PROTECTION FENCES.
TREE PROTECTION
~2• ~ 2,_~»
DETAIL B OUTSIDE RAIL 17 GAUGE
FILL W/ CONC dt 3 1/2" RED HINGE 2
NOT TO SCALE C-12 ~ ~ ~ ~ ~ ~ 2~ ROUND OFF TOP 6"x 6" DIA REFLECTOR {NP)
REFLECTIVE SHEETING POST ~TYP)
AS SPECIFIED D D
0 6" OIA SCH 40 STEEL ~ 0 0 ~ R
~CORNUS AMOMUM). PIPE PAINT PER OQ~~ °
SILKY WILLOW 0 1 " SST CHAiN dt PADLOCK SPECIFlCATIONS ~
(saux sERicEa), N (MASTERLOCK A547)
OR ELDERBERRY TOP OF BANK
~SAMBUCUS CANANDENS/S~ 4 -0 PAVEMENT
~ s" o.c.E,w, (rrP~ 2 v ' ~
~ . 1 3/4" DIA FILLER ~
W i BARS 19 GAVGE ~ ~
~---~-CONCRETE ~w r~~
DRCH 4 O 2 ~ 2 BANK T \~,Q'~~ ~ ~ RESTOR ry~~ ,~0~~'~" SEE NO d~ NORTH AMERICAN GREEN TCH 4 FROM TOP OF Sl'REAM III III = III INK TO DNERT WATER AWAY FROM - CONCRETE ~ ' .4 NO ~ L: IIl- ENCASEMENT SLOPE #4 BAR LOOPS
STORED AREA - ~ • I= ~I ' ' TOP 1/2" PER FT. CONTRACTQR TO SUPPLY 1 IN, 012" OC (NP) )OPS
;E NOTE 3. ~ - , I CHAIN AND PADLOCK (MASTERLOCK (TYP)
A547) FOR EACH FARM GATE.
STEEL POST AND CHAIN s
pQ`O~ SCi 50 BN MATTING. SI ~~'-6" FARM GATE ' '4 D1A
GEOSOLUTIONS ENS2 OR DETAIL F NOT TO SCALE
610MAC S/C DETAIL G
NORMAL ~J~c•
WATER NOT TO SCALE C-1
IEVEL 1, GRADE STREAM BAN GEOTEXTILE FABRIC BLEND GRADE INTO D j ~ MIRAFl 700X. UNQ pF WORK, BANK TO 2H;1V MAX SLOPE,
'0 DCISTING SLOPE AT LIMITS
GTF-400E OR AMOCO
I~ S1YlE 1199 OR EQUAt., 2, INSTAL( MATERIALS J _I^ woo-PLACED CLASS ;IALS AS SHOWN. 3
~ RlP RAP STONE 3. RIP RAP DITCH IF S ~ TO DRAIN TO STREAM a ~ IF SLOPE EXCEEDS 2~.DITCH
RESTORED AREA. ;EAM A MINIMUM OF 50~ FROM
POST
2'-0" BELOW 4. PREPARE. SEED ANO D ANO MULCH ALL DISTUR6E~ 4" NOM x 4" NOM CCA
CREEK BE ' ^ ^ ''Q CREEK BED qR~, a TREATED PINE POST
(6" NOM x 6" NOM AT GATE 4x4-W1.4XW1. AND MIRAFI 10 4XW 1.4 WWF AFi 1OOX OR EQUAL
POSTS, ANA CORNER POSTS). BURY TOE OF ~E OF FABRIC A
RIP RAP AND STREAM 6ANK RESTORATIQN 6"x 6" WIRE MESH MINIMUM OF 8 FENCE MIN 10 GAUGE OF 8 ~o
ATTACH 3 WOVEN STRANDS
DETAtL E OF BARBED WIRE TO POSTS ATTi4~CH WIRE MESH
WITH BARBED WIRE STAPLES TO POSTS WITH
NTS C- ~ VARIES o WIRE STAPES
4" NOM x 4" NOM CCA TREATED PINE POST (6" NOM x 6" NOM
AT GATE POSTS, AND CORNER ~o
Opp / POSTS).
Q~JO~~G~ ~~~'lt~H. ~ Q : : ~ -r
lV ~ _
N ~ 4"x40R S~TEEI. Pp~SD'T WOOD
6" MiN. ~~ya. G NRADE ~ ~
N,C. D.O.T, a 3T 0R rr 5 s. GRADi s iu I ( BU i BURY 8* DE I
WASHED STpNE 04
. a ja BACKFlLL WITH ~a I
APPLICABLE AT ALL POWTS QF MORESS 8 EGRESS UNTIL S[TE JS STABILIZED. FREQUENT CHECKS 4F THE DEVICE AND TIMELY MAWTENANCE MUST BE PROVIDED. `r/~~/` c`~~
0 8I1~CKFlLL WITH DIRT. moo- ' 8'-0" MAX
NOTES: A. N.C.D.O.T. +r 5 OR a 57 WASHED STONE SHALL BE USED. COMPACT. D o `''w HAND COMPACT. 4 P&- 12#1
N ~O N ~o ELEVATION
B. PRaVIDE TURNING RADq SUFFICIENT TO ACCOMMODATE LARGER TRUCKS. o TEMPORARY SILT FEN M~ NOTES: FENCE
ENTRANCE('S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM NOTE, i ~O SECTION
UTILIZATION BY ALL CONSTRUCTION TRUCKS. ~ ~ L 1. LUMBER TO GRADE 1 OR 2 ~ MQ ~u~6~ ~r~o cw~oE ~ oR 2 DETAIL K
Q. ENTRANCE('S) MUST BE MAtNTAWED IN A CONDITION WHICH WILL PREVENT 2. CCA TREATMENT TO BE 0.4 L.B/CV FT MIN. 2. OCA 1REATMENT TO BE 0.4 LB/CU FT MIN. NOT TO SCALE VARI ~ ONCE 3. POST SPACING 4'-0~ 1~1AXIMUM.
TRACKING OR DIRECT FLOW OF TRAFFIC ONTO STREETS. 2• E PER[dD[C TOP DRESS[NQ WITH STONE WILL BE NECESSARY, KEEP SOME 3~ ON HAND. ANY MATERIAL WHICH STILL MAKES lT ONTO THE ROAD MUST 4~ BE CLEANED IMMEDIATELY. 3, POST SPACING 6'-0" MAXIMUM. ~N CARS VARIES %
w ~ iii ~ J~O i?
4. POSTS TO 6E VERTICAL t 1 /4~ WIRE MESH F GROUND TO TOP. BARBED WIRE FENCE 4. POST'S TO BE VERTIG4l t 1/4" GROUND TO TOP. FINAL DES ! G N i • SEA c
J 5. WNTRACTOR TO PROVIDE TEMPORARY r 862
~ CONSTRUCTION ENTRANCE 5, 0 F r
5~ FEN~ING~DURING CONSTRUCTION. R~ DETAIL ~ D ETAI L ~ NOT TO SCALE c-5 ~NCING DURING CONSTRUCTION. NOT RELEASED FOR 'OR
o DETAIL H NOT TO SCALE C-1 AL
NOT TO SCALE C-2 CONSTRUCTION
a U
L. JONES WATER AND SEWER AUTHORITY OF Y OF CABARRUS COUNTY PROJECT NO, 10606-38130
DESIGNED BY: L• H CAROLINA FILE NAME; FCDET-Ql.dwg
DRAWN BY:~ SHEET CHK'D By. PRATT C:DFA C am& McKee CONCORD, NORTH CA 3Y:
L. JONES p Dremr BY: s. TRIPP 301 South McDowell Street,Suito512 FUDA CREEK INTER SHEET NO,
CROSS CHK'D BY: I wool"_ TERCEPTOR MISCELLANEOUS DETAILS
S. TRIPP caa~~~ar? ft ^*+,a Nwth im 28204 CDml
~ APPROVED BY• 10 MARCH 2006 Te1:704.3424546 Fax: 704-347ww2296
REVo N09 DATE ORWN CHKD REMARKS DATE: MARC r

A B C D E F G H
ONE FOOT FOR EACH _R i~ FOR T E FOR TEMPORARY CHANNELS RAP ~P
INCH OF TRUNK DIAMETER SEE N 2„ ~i\~~i~~ j~%j pa VARIES W SEE NOTE 3
OR 1 /2 HEIGHT OF TREE
WHICHEVER IS GREATER. JG~O`~Q ~ ~ 000
6' MINIMUM WIDTH FOR 2"
COL. TREES OR SMALLER Z J O o0 ~ ~
UNE CHANNEL WITH ~'rJ~ n a MIRAFI 700X, LINQ ~~°Op 2~ MIN.
DEAD TREES AND SCRUB ~ ~ GTF-400E OR AMOCO ~~~j o ~ a.J o o
OF UNDER GROWTH SHALL SNLE 1199 OR EQUAL G~ ~G~ O~ t`~~-O~ 6" BARK MULCH. PLACE VARIES t~" o o° o°-~~° r ~ ^ VARIES COMPACTED EARTH FILL . ~o a a..~ ~.o ~ . .
BE CUT FLUSH WITH ADJACENT GRADE. NO Z ~
GRU661NG ALLOWED 1RIES ~ . ~ '
UNDER DRIP LINE. BARK MULCH AT AREAS pal FRp
NOT PROTECTED 8Y
0 o BARRIER. 1. ALL CHANNEL SHOULD BE LINED WITH 1 RAP, 13.5" THICK. -I 11-1 I I-I I. I I~ I I I-f i I-I I!; ~I I I-I ~ ~ it I ~ ~ WITH CLASS 1 MINIMUM RIP - I I ~ I ( I I I_ -I I f-II ! I-!I 11=I!1 I !--1 11-I I I-~ I I-III-1 I I-I ~
1 77
M R 2. BOTTOM WIDTH, SIDE SLOPE, ANO DEPTI o , BE EQUAL TO EXISTING CHANNEL OIMEN ;J 1-1l~, ~ ~ I I~! I is I l11 v 3. FOR TEMPORARY RIP RAP CHANNELS: DEPTH OF THE CHANNEL SHOULD I-i I~-1 ~ I-~ i I-I I~-~ I i i I I-1 I I-i i I-1 I Iii I Ir.l I i--1 I (I DIMENSIONS. =I i i=l I I-1 11-1 i I--1 I I -i I I-_I I i-
O
w
BOTTOM WIDTH: = 2 FEET
2x4" STANDARDS + 1x4" SIDE SLOPE: = 3:1
RADIUS OF TREE BARRIE PER SECTION VIEW NOT USED DETAIL A ,PLAN VI NQT TO SCALE C-5 ARIES REMOVE BARRIER RAILS OR ORANGE DEPTH: = 0.7 FEET
SAFETY FENCING MAY BE
USED. TEMPORARY EARTH DIVERSION DITCH dTCH
RIP RAP LINED CHA ~H'~vNE~s DETAIL D
- DETAIL C NOT TO SCALE C-5 VARIES RIES
NOT TO SCALE C I~VIEW , OF ROOT ZONE C-2
PLANS F N LNE STAKING OF SILKY DOGWOOD EMOVE ALI. BARRIERS UPON COMPLETION OF PROJECT. SEE LANS FOR LOCATION OF ALl TREE PROTECTION FENCES.
TREE PROTECTION
12'-0"
DETAIL B 12 OUTSIDE RAIL 17 GAUGE
FLU. W/ CONC & 3 1 /2'~ RED HINGE
NOT TO SCALE C-12 ~ 1 " SST EYE (TYP 2) ROUND OFF TOP 6"x 6" DIA REFLECTOR (NP) 2
REFLECTIVE SHEETING POST (TYP)
AS SPECIFIED O
0 6" DIA SCH 40 STEEL 0 0 0 x
(CORNUS AMOMUM), w PIPE PAINT PER ~OQ °
_ SILKY WILLOW ~ 1 " SST CHAIN & PADLOCK SPECIFICATIONS C~Q ~
(SAL/X SER/CEA), iv (MASTERLOCK A547)
OR ELDERBERRY TOP OF BANK 00
~sa~evcus c,~vaNnENS~s) 4'-0' PAVEMENT ~ _ \ \ _
2
t ~ i_ 1 /~\~j 1 3/4" CIA FILLER - - if~~~ ~ °
BARS 19 GAUGE ~ ;r,
s 1 . M
2 I ~ 2'-0 BANK T ,y-~ ~~G ~C~ ~ ~ RESTOR \~~y~ SEE N0 ~ NORTH AMERICAN GREEN ITCH 4' FROM TOP OF STREAM CONCRETE 4400 PSI
4NK TO DNERT WATER AWAY FROM I , ~ (I= I I ( i- ENCASEMENT SLOPE CONCRETE a NOTE: #4 BAR LOOPS LOPS
ESTORED AREA, - + i EE NOTE 3. ~ - ' 1-i_ -f J( - TOP t /2" PER FT. CONTRACTOR TO SUPPLY 1 IN. ~ ~ 2" OC (NP) CHAIN AND PADLOCK (MASTERLOCK (TYP)
I A547) FOR EACH FARM GATE.
+ O~O~ SC150 BN MATTING, SI STEEL POST AND CHAIN s
GEOSOLUTIONS ENS2 OR ~'-6" FARM GATE ' -4 DIA
- ~-;~n BIOMAC S/C DETAIL F NOT TO SCALE -
NORMAL DETAIL G
WATER NOTES: NOT TO SCALE C-1
~ LEVEL 1. GRADE STREAM BAN ,J \ GEOTEXTILE FABRIC g~ND GRADE INTO Q ~ MIRAFI 700X, IINQ OF WORK. BANK TO 2H:1 V MAX SLOPE.
f0 QCISTING SLOPE AT LIMITS
GTF-400E OR AMOCO
)C I- STYLE 1199 OR EQUAL. 2, INSTALL MATERIALS ~V tIALS AS SHOWN.
~ ~ ~ HAND-PLACED CLASS I 3. RIP RAP DITCH IF S RIP RAP STONE TO DRAIN TO STREAM RESTORED AREA. 3
i IF SLOPE QCCEEDS 2~.DITCH
tEAM A MINIMUM OF 50' FROM
II~~ ~ ~ C POST
2'-0" BELOW 4. PREPARE, SEED AND D AND MULCH ALl DISTURBED p y
-~,..~,~°~.N CREEK BED CREEK BE ~i AREAS. .o~ 4 NOM x 4 NOM CCA
TREATED PINE POST 4x4-W 1.4XW 1 AND MIRAFI 1 BURY TOE OF .4XW 1.4 WWF
(6" NOM x 6" NOM AT GATE POSTS. AND CORNER POSTS). RAFI 100X OR EQUAL OE OF ,FABRIC A
RIP RAP AND STREAM BANK RESTORATION A OF 8 c~
6"x 6" WIRE MESH MINIMUM OF FENCE MIN 10 GAUGE w
DETAIL E ATTACH 3 WOVEN STRANDS OF BARBED WIRE TO POSTS ATTACH WIRE MESH
WITH BARBED WIRE STAPLES z TO POSTS WITH
NTS C-1 VARIES o WIRE STAPLES
4" NOM x 4" NOM CCA TREATED
PINE POST (6" NOM x 6" NOM ~ ~
OpO / AT GATE POSTS. ANO CORNER cc ~ I I \
POSTS). ~ - ~ T -
QJ~~`/ S~ MW io o ~ ~
N ~O : G NRADE FlNISH N : ~
6" MIN.
N.C. D.O.T. S7 OR +r 5 GRADE _ , iv ' 4~X OR STETEL POST W000 B i ~ BURY 8" DE o
WASHED STONE
N
\~j\~, ~ I
APPLICABLE AT ALL POWTS OF INGRESS 8 EGRESS UNTIL S[TE IS STABILIZED. FREQUENT CHECKS OF THE OEV[CE AND TIMELY MAINTENANCE MUST BE PROVIDED.
6ACKFIL~ WITH ~ / ' • . DIRT. HAND = oa BACKFlLL WITH DIRT. 8'-0" MAX
NOTES: A. N.C.O.O.T. +r 5 OR a 57 WASHED STONE SHALL BE USED. COMPACT. o ~ W HAND COMPACT. 4
N ZZ o ZZ "-12'
B. PROVIDE TURNING RADII SUFF[C1ENT TO ACCOMMODATE LARGER TRUCKS. O U N ~o ELEVATION . ~ TEMPORARY SILT FE 00 FENCE
ENTRANCE('Sl SHOULD BE LOCATED TO PROVfDE FOR MAXIMUM I~, UTILIZATION BY ALL CONSTRUCTION TRUCKS. NOTES: Oo SECTION
1. p ENTRANCEt'S) MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 1. LUMBER TO GRADE 1 OR 2 iha y1~LUMBER TO GRADE 1 OR 2 DETAIL 2. CCA TREATMENT TO BE 0.4 LB/CU FT MIN. NOT TO SCALE VARI K
TRACKING OR D(RECT FLOW OF TRAFFIC ONTO STREETS. Z. E PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY. KEEP SOME 3. flN HAND. ANY MATERIAL WHICH STILL MAKES [T ONTO THE ROAD MUST 2. CCA TREATMENT TO BE 0,4 LB/CU FT MIN.
VARIES CAR 0 %
3. POST SPACING 6'-0" MAXIMUM. • F Q
i BE CLEANED IMMEDIATELY. 4. ' 4. POSTS TO BE VERTICAL t ~~4• BARBED WIRE FENCE WIRE MESH F GROUND TO TOP, -I FENCE 3. POST SPACING 4'-0'~ MAXIMUM. 4. POSTS TO BE VERTICAL t 1 /4" Q _
GROUND TO TOP. FINAL D E S I G N SEA
CONSTRUCTION ENTRANCE s, DETAIL H 5. CONTRACTOR TO PROVIDE TEMPORARY DETAIL i D ETAi L J 5. OONTRACTOR TO PROVIDE TEMPORARY 'I N
FENCING DURING CONSTRUCTION. NOT TO SCALE c-5 ~NCING DURING CONSTRUCTION. N4T RELEASED FO CONSTRUCTION :OR G 114 t:
NOT TO SCALE C-1
a NOT TO SCALE C-2 N ,,••1,/OI L t
~S
a
g~ PROJECT NO. 10606-38130
f~ DESIGNED BY: L. JONES WATER AND SEWER AUTHORITY OF rY OF CABARRUS COUNTY FILE NAME; FCOET-Ol.dwg
DRAWN ear: D. PRATT C:0m Camp Dresser & McKee CONCORD, NORTH CA 'H CAROLINA
SHEET CHK'D BY: L L. JONES 3Y: SHEET NO,
E~ CROSS CHK'D BY: ~z APPROVED BY: REV# BY: s. TRIPP come- t'-' 301 South McDowell Street, Suite 512 FUDA CREEK INTEF TERCEPTOR MISCELLANEOUS DETAILS
S. TRIPP Charlotte, North Carolina 28204 CD=l
MARCH 2006 Tel: [phone] Fax: [phone]
NO. BATE ORWN CHKD REMARKS DATE: MARC

f
E D
B C
A INTE GEOTEXTILE FABRIC AND INTERCEPTOR
PLANTINGS, SEE E/CO-1 1 /2"x6" PLATE SLIDE SHOE SUPPORT (NP 4) 1/4
pCISTING GRADE ~NTERC OR SEWER
SEED TO TOP OF BANK EXISTING G d ~ s ~ 4~.~ 1 /2" (TOP SUOE SH RETURN BANKS TO IOE SHOES 1YP) 3/8"x12" B SLIDE SHOE (TOP SLIDE SHOES TYP)
RIP RAP d50 9"~ d MA THICKNESS 20" 3" WIDE (TYP 4)
EX~STR EXISTING SLOPE / 'ri. B BENT 'r;_. -
. • TO8PIPE OBD • ' ' ~ ~ NEW INTERCEPTOR IPE ;F~ 5= `s~
ANTI-SEEP COLLAR ~ ' ~ ~ ` : ~ " (m') 100 GROUT FILL
~ T=?; 1 " (NP) ALL AROUND (NP _ ~„tip 5/8" BOLT
.s~'' i ~ / `u•~; 07P -4)
~,r t~' II II
- 10076 GROUTf1 LL ALL AROUNOt1YP)-- 'OR~CE~ PE
ti: ' ~ s~- ' . g~g" STEEL
CASING PIPE ,3/8"x 12" B BENT TO
PLACE STONE BEDaING TO SPRING UNE OF CASING PIPE Cq~ p STONE BEOOING ~ OR REINFORCE 3~ r ?n 1ny 2 PIPE OD
1, SEE SECTION 02702 FOR STREAIr1 CROSSINGS. E ENCASEMENT 2 2 Ff LE ANp 5 8" ~T SPIDERS TO BE ~
CONCRETE ENCA SEWER STREAM CROSSING 2. PLACE RIP RAP TO ELEVATION SHOWN ON PLAN BELT (TYF'~4 PLACED 6' OC MAX.
AND PROFILE VIEWS.
G PIPE ENCASEMENT SECTION
K727
NOT TO SCALE
DETAIL A DETAIL B
NOT TO SCALE
NOT TO SCALE ~
P1/C PIPE
E s eats o ,2~ oc rn, SEE NOTE FOR DIP
SIZE AND PTYPE VARY ~ ~~ND, 3" CLEAR ~ w
~HEIG~F~IT ABOVEE~ASING~VARIES) BACKFlLL WITH DCCAVATED MA,TER~4L dt FlLL SPACE 100X WITH RIPRAP TOP 1 -0 ~ & ~S 12~OC. 3" CLEAR NO 57 OR 'OR 12"MW
PUMPED CONC OR GROUT - ~ ~ ~i B STEEL PIPE CASING SEWER PIPE ~C C~ OO 12 MI OQ d d - SEE NOTES 1 & 2 SIZE AND TYPE VARY Q O O O O ~j ~~O p p Q ~ NO 67 STON ~ o ~ o°o~oo STONE
~oQ ' ' °o
~ (WHERE ~PUCABLE) ~N~Hp /l l2. « URNg ~2iCLE ~3ENSI N~ERRES. ~ ~ ? . ~ PIPE BELL (WHERE APPLICABLE)
i0R 100P OVER PIPE TS , • . ~ Fl gE ING - NC~ gT #57 DENT DISPLACEMENT ON 4 R 67 MPq~ 0 STONE 6" MIN (ALL PIPE TYPES) 2
MAN ~ ' FI~ ~p~~ - CENTERS~ : TED r~s • • .r , • - ~ IN O 67E S RING LINE
CRUSH~D ST~NE NOTE:
TO PIPE SPRING E STONE SHALL BE PLACED TO SPRING LINE OF PIPE FOR DIP.
~ 51~C. 3" LEAR
~ ~ f M PIPE EMBEDMENT
~ i 3
O DETAIL E
i ITIAI B DING NCDOT ~57 OR 67 COM~ACTE PTVC PIpE LNG ~ 67 F N ? ~CD~ E~ ~ ~ ~ 3M ~ PIPE BELLOW
,~67 FOR ~ 2~ NOT TO SCALE
. ~2~ 10'-0" 4~ t 4'±
N VE
TRENCH BOTTOM SHALL BE ~ TRENCH BOTTOM SHALL BE ~ CCA PT W000 BLOCK HEIGHT AS RE~'~ .nice 1. MVPAC`TFD w~i 7 BLOCKS PER PIPE ~-aBC STONE
VLG/'~IV~ LGrLa. w vv..... 1rLGf~~ri V6~ V~ w
W/NO STANDING WATER BEFORE W/NO PLACEMENT Of STONE 6EDDING GROUNDWATER EL DURING PLAC ALL EXCAVATION. PIPE INSTL & W/NO STANDING WATER BEFORE PLACEMENT OF STONE BEOOING GROUNDWATER EL DURING 20' MIN RIP RAP CLASS I I I MIN MAX
/~I.L EXCAVATION, PIPE INSTL do ABC STONE SLOPE 2~1 % ~O~~a 0 p a , 0 0 q o~; t
BACKFILL OPERATIONS ALTER NAIE.~ BA~,CKFILL OPERATIONS 6" THICK
ALTERN~ REINFORCED CONCRETE ENCaSEM~NT 1% MIN SLOPE OF -mac CULVERT TO CONVEY FLOW
STEEL PIPE CASING WITH GROUT FILL ~ 1~C~ONeCREfE ENCASEMENT SHALL FORM CONTINUQUS BfJ?~A OVER FULL LENGTH' O 0,o O~ O o.Q o O o.0 ~ O~io( TO FUDA CREEK
COI~AMON E RIP RAP NVD \ 2 MIN COVER FlLL ~ S~~qM ggNK G ~ lip ~EXISTING STREAM
RESTORATION Q~~ INFORCED C~' N R IP BED
~ M N MUMSTEEL THICKNESS TO BE 3/8~ WELDS SCHALL BE NFULL PEN KE1'RATION INS. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE MAN '4~ BAR ~IA~~R REINF STEEL OVERLAP. M~RAFl 700X, UNQ ~ FlAW O~.! \ ~ UNQ ~ f.---
BUTT WELDS AND WATERTIGHT,
2, CASING SHALL BE COMPLETELY ASSEMBLED BEFORE INSTALLATION AND INSTALLED" 2. CONCRETE TO CURE 7 DAYS MIN BEFORE BA~CKFlLUNG. GTF 400E?AM000 STYLE 1199 OR E 3. TRIM TOP OF W00~ SUPPORT BLOCKS TO MATCH PIPE O.D.. 40" MIN. ~OR~EQUAL ` ~ BED (VARI~ ~ , ~ ) ~ \
AS A SINGLE UNIT. CIASS ~ 3,5" RfP CLASS I MI
~INFORCED SEE NOTE 1 SEE NOTE 1
3. CASING TO BE PREPARAE~D &~O~ATE~ PER SPECIFlCATIONS ON OUTSIDE W/2-8 MIL DFT COATS OF COAL 4, STREAM BANKS TO 6E RESTORED, REVEGETATED, ANA STAB~UZED AFTER REINFOR CROSSINGS ARE COMPLETE. CONCRET 5. AT CONTRACTOR'S OP?ION~ BASE SLAB MAY BE PRECAST IN SEGw1ENTS. E~?CH DNCRETE PIPE 3
4
4, STREAM BANKS TO BE RESTORED, REVEGETATED. AND STABILIZED AFTER CROSSINGS 3 SECTION 4
ARE COMPLETE. SEGMENT SHALL BE CAST MIITH REINFORCING BARS PROTRUDING 30" MIN., SECTION. _ NOT TO SCALE
PROTRUDING BARS FROM ADJIVCENT SLABS SHAV- BE OVERLA~PEO 30" MIN. GAP NOT TO SCALE -
INB S~TALUNG. BLOCKIS NG ANO ~ANC~"bR~ G SEWER PIPE. UPPER P ~0 R 1 3
SECTION NOT TO SCALE
FUDA CREEK PARALLEL INTERCEPTOR (OD VARIES)
QU~~ 00. oo ~0~ RIP RAP (TYP)
~~~..ap° u ~~~°oo°~~ CLASS I MIN
~~~.,oa ~0°cU~~~ ~ o~" °o°oQoo c°
oop°o~ ~,op°o ~°o o~~a°°o~G~°
n aG ~ o° O ~~00
o5~Qo~~~~pC`~~0°~~~Q~ GV ~ f 0,~' O ~~G~'~vQO~v~~ OO~~~p ~O~Q o~UQ~~~)~~b ~ l9~ 9, Q~o°,tiGOJ~~° orjQoo ~~~~0 REINFOR oo~~~~~C17 ~,;'G~~~ ~l ~~a ~ ~U~ ~p~ C~ D CONCRE ooO o ~o~ o 0o r~ o~c :EINFORCED
:ONCRETE PIPE
? O ~0 00 ,oo nec ~ ~ STONE a o o G~~G - s--- FLOW
ooo~-~~GO~~~oJooo~, p~,~ ~ C ~ o~ G EXISTIN p N ~ p p ~ c~c I _o C O CHANN N ~ !00 ~ ooh G o00 ~ ~ EXISTING
2" BITUMINOUS CLE4N p(ISTING PAVEMENT SURFACE dt APPLY BITUMINOUS CAP ANA TACK C0~?T CHANNEL
CONCRETE SURFACE 5" BITUMINOUS COURSE TYPE I-2 VARIES CONCRETE BINDER ON EXISTING AND NEW PAVEMENT ,OHO QUO o On C~t~;' oar ~c~ O v G 4
SEE PLANS COURSE. TYPE H 4 ao G Sao OO~~ ~G~ o~,~.-.,~.,.-~~.,~ oo ~~Q OCR Oct OC a~ oGo~ a o~ °0~1°~ ~ Q C~ Q ~ ~ Q ~ Q o,~, ,o~G 300 ~ o~o 0 00~o u
' . ~ e'~~'~ , ~ NOTES; ~M 12" - ~~o ~t?~~~o ~~~~o~ ~C~~ °~~~~~08`~0° oo° ~~~o~o o~' o~ 0~~ 0~~0~ It ~-j
1. PAVEMENT AND INSTALIATIO . NCDOT 610. 640. do 645 TRANSITION 2» WATION SHALL COMPLY WITH ~ Q o00 o eoo Doll o co o ~oo ~o~a~~o ~o ~ ~o~U
1-0 645 AS SPECIFlED IN . . ov ~ o~ ~ oc o oa°~c o,Q 0 0°~0 ~Go~oGb °U~ °Qo~.ig°V~~ 4
" NCDOT STANDARD SPECIFlC ~ ANO STRUCTURES 1990 E0 DCISTING 2. THIS DETAIL APPLIES TO A BACKFlIL MATERIAL PAVEMENT REPLACEMENT PAVEMENT A COMPACTED TO 957L ggyy BUT pCiSl'ING TRENCHES IN PAVED ROA STANDARD PROCTOR PER PAVEMENT 3. AT JUNCTION OF PAVEMENT 'ECIFlCATIONS FOR ROADS ~ po°o°OOQoo G O 000 000 oJo °Oo~ooO~ RIP RAP
X90 EOI110N. TO ALL NEW AND o~p o~poo° ~ ~JOOG o° ~~oo ~ CAS I MIN
IEN1' ANA PATCHES OF
~ ROADS. NOTCHED
VEMENT SURFACE COURSE WITH pCISTING SAW CUT 1" DEEP x 6" WIDE PAVEMENT
AASHTO-T99 DCISTING PAVEMENTS, SAW GROOVE IN EXISTING PAVE COURSE TO EXISTING SURF 4. PLACE ADDITIONAL 4" CR UTILITY TRENCH. PAVEMENT TO TAPER SURFACE \.k CAR so ~k
SURFACE IN THIS GROOVE. ~4IE~ 3
4N CRUSHED STONE ABOVE BITUMINOUS CAP ON EXISTING PAVEMENT 1. EXTEND RIP RAP AND STREAM BANK RESTORATION 4N N AL D E BOTH SIDES OF CULVERT TO LIMITS SHOWN ON PtANS• PLAN DESIGN
p0 NOT PLACE RIP RAP BEYOND PERMANENT OR NOT RELEAS TE~APORARY SEWER EASEMENT IN QTHER DIRECTION. k~AL SE FOR :A .
PAVEMENT REPAIR AND OVERLAY DETAIL ~
PERMANENT STREAM CROSSING CONSTRU DETAIL F TION . ,RUC I t4, o A.
DETAIL C NOT TO SCALE C-11
RA L.
NOT TO SCALE C-11 NOT TO SCALE C-2

€3 PROJECT NO. 10606-38130
- . ~ ww¦ /Y~ll 1\IT/ FILE NAME: FCDET-02.DW0
e3 (Va RITY OF (:AtsArucua k.wUv I ,
L. JONES WATER ANA CSEWER AUTH ONCORD, NORTH, iRTH CAROLINA SHEET N0.
DESIGNED BY: BY: -
~l DRAWN BY: D. PRATT C:DFA Camp aemr &McKee CDm2
i~ SHEET CHKOD BY: CROSS CHK'D BY: APPROVED BY: D BY: L. JONES FUDA CREEK INTI INTERCEPTOR MISCELLANEOUS DETAILS
S. TRIPP 301 South McDowell Stet, Suite 512 Kb ear: 4umww RAW Charlotte, North Carolina 28204
S. TRIPP Tel: [phone] Fax:[phone]
MARCH 2006
;r - ~ REVal REMARKS DATE: DATE DRWN CHKD
~g N0.

A B C D E F G H
I
1~~
i l
i ~
i ~
t ~ ( t
- - + - - 'i i r ~ - - + - - ~ I ~
~ ( ~ ~ ~ ~ ~ ~ ~ ~ ~ 1,
~ ~ ~ i ~ ~ ~ , ~
i
i ~

I
TOP PLAN n TOP PLAN
~~_ON
6" 6' 0" 6" EXISTING 8" PVC " PVC FROM EXISTING LANE TO I SOMERSET TING 8" PVC FROM
SOMERSET LANE REMAIN ERSET LANE TO AIN
REMAIN ~O ~O
EXISTING 8" PVC FROM , ~
CLARE HAVEN QCISTING 8" PVC TO FUDA ° '
SUBDIVISION TO REMAIN CREEK INTERCEPTOR TO REMAIN Q ~.~~~'a ~~aa1~'~
/ ~ ..a
~ ~ ~ PLUG HOLE ~~w ° ` NON-SHRINI ~ e. HOLES WITH
FLOW SHRINK GROUT
~ - - ° ~ i - T.~
- - r - - a i ~ - i 'i:
1 S Q~ i .
2
PROVIDE PLU 4" FORCE M PLAN VIEW E PLUG FOR tl ~ ~ ~ ' ~ ,
CE MAW d ° a v.'~a ~
a .4
i
PLAN VIEW
SEQUENCE OF CONSTRUCTION
i
PROVIDE PLU 4" FORCE M ~ 615.4f E PLUG FOR ~%%~,i~~ii?i~~~~i~~ 1. DO NOT MODIFY STRUCTURE UNTIL FUDA CREEK INTERCE 012725 DOWNSTREAM TO THE BACK CREEK INTERCEPTOR FERCEPTOR FROM MANHOLE
'CE MAIN -.PTOR IS INSTALLED, TESTED
i AND ACTIVATED.
2. PLACE TEMPORARY PLUGS IN TWO 8" SEWERS FEEDING P 3. 6YPASS FLOW FROM UPSTREAM SYSTEM TO MANHOLE 01 HOLES WITH INTERCEPTOR. )ING PUMP STATION.
t I
~ _E 012725 OF FUDA CREEK
~ / ~ .v.. ~ PLUG HOLE NON-SHRIN XISTING 8" PVC ~ EXISTIN >OMERSET LANE SOMER IAIN REMAIN
SHRINK GROUT
4. REMOVE PUMPS, PIPING, CONTROLS AND SUPPORTS FROM DEWATER REMAINING WASTEWATER TO MANHOLE 012725. FROM PUMP STATION. 725.
5. PROVIDE INSIDE DROP CONNECTION FOR 8" PVC FROM S :XISTING 8" PVC FROM !OM SOMERSET LANE SEWER.
PLUG EXISTIN FROM SOMER TO REMAIN 3
?OMERSET LANE TO 6. FlLL BASE OF STRUCTURE WITH 2500 PSI CONCRETE. B tEMAW DETAIL B. E. BENCH CONCRETE PER
~ i 7. CONTINUE BYPASS PUMPING FOR 48 HOURS MINIMUM AF PLACEMENT. 1M AFTER CONCRETE
! INV EL 613.96 .96 (
~ ~ 8. REMOVE TEMPORARY PLUGS IN TWO 8" SEWERS.
PLUG DCISTING 8" PVC ~ EXISTING 8" PVC FROM I
FROM CLARE HAVEN SUB~MSION TO REMAIN CLARE HAVEN SUBDIVISION TO REMAIN ~ pR INV EL 611.02 PROVIDE INSIDE CROP
RASH BASKET
INV EL 611.02 ' ~
a •
. ~ ~ ~Q . ~a : ..a ' .
a • .Q d d
O .Q ~ .
Q 4
1 .
I
NOTES: 4 Q • 'a ~ d .
1. ALL PU SHALL INV EL 605,6f 2. ALL PIPI 1 PUMPS, VALVES AND HATCHES ' ..a ' . ~ ° ° a~ FILL B BALL BE RETURNED TO THE OWNER. ~ ~ :o . ' - ~ a FILL BASE WITH CONCRETE, FORM
. ~ . a ~ CHAN 1 PIPING AND SUPPORTS SHALL BE a ~ a ~ ~ ~ THRO SPOSED OF OFF-SITE. SIDE NEW ~NTRACTOR TO FIELD VERIFY ALL CHANNEL TO DIRECT FLOW
THROUGH MANHOLE AND SLOPE
DISPOSE 3. CONTRA INVERT DEMOUTI SIDE TO DRAIN OUT TOWARDS
NEW DOGHOUSE MANHOLE 012725 4
VERT ELEVATIONS PRIOR TO ANY :MOUTION WORK.
CARp'
FINAL DESIG ~2~25A NOT RELEASED F CONSTRUCTION GN1FOR
CLARE HAVEN PUMP STATION DEMOLITION CLARE HAVEN PUMP STATION. MODIFICATION -MANHOLE 01272 DETAIL B SEAL _
1862
f' "3 DETAIL A ION
•••..•N••
A L* 8/I111111100 1

i~ DESIGNED BY. L C? D L. JONES WATER AND SEWER AUTHORITY OF rY OF CABARRUS COUNTY PROJECT NO. 10606-38130 FILE NAME: FCDET-03.DWO
c~ DRAWN BY: D, PRATT C:DFA Camp Dresser &McKee CONCORD, NORTH CA "H CAROLINA
SHEET CHK'D BY: La 3Y; L. JONES CLARE HAVEN PUMP STATION SHEET NO.
CROSS CHK'D BY: REV. APPROVED BY: NO. DATE DRWN CHKD REMARKS DATE: BY: S. TRIPP 301 South McDowell Streek Suite 512 FUDA CREEK INTEF TERCEPTOR DEMOLITION AND MODIFICATIONS
S. TRIPP , Charlotte, North Carolina 28204
CD=3
MARC MARCH 2006 Tel: [phone] Fax: [phone]

F
p E
B C
A
VARIES 0" MIN.
COMPIVCTED FlLL OF CLASS B ~ ^ VARIES 0" MIN. 12" MAX.
CONC FlLL FlJLL WIDTH OF R TRENCH PLUS 24 INCHES N r- 12" MAX. BOLTS ON MH FRAME AND CQVER PROVIDE BOLTS ONLY HMERE SPECIFlED 1. VENT PIPE SHALL ~ MI A~+WCE WOO
POINT OF MEASUREMENT ~ . • ' ~ ~ `'T-304 STAINLESS STEEL END AD PIER S TER SANITARY SEWER PIPE _ - - wni 'r?~ 5¢cnoa ort w~ma~ls ~ E,,EV. s,oww o~+ wws eou~r+r ws ~~uns ar n~esE PLACE MASYtC BE7YYEEN GRADE RINGS- arY ABOVE 100 `rEAit SPEW~1CA110NS RINGS
N 566425.60 SUPPORT LEG ~1 OF ~1 OF 4) - _ _ 2 1~ETti TO POINT DOMNS1REAn
E 1500146,73 a ~ X ~ 3~ ~n GRADE RINGS AS REQUIRED
~S" gHALL ~ USED TO SEQJREi.Y ~Np10R VENT.
- t. 1HE FOLLOWING tA9LE 9MKL BE i1S~A TO Of1ERM~NE tHE LEM61M OF ASE ~ $7RAPPEO LE('i.
z I ~ I a ~ ~ ~~Q~'j
A a ~ o ( ~ N TRENCH SIDES r 1
HEIGHT OF lENGTW OF VENT PIPE STRAPPED 1.6G
~ ~ i I UP TO 6.00' 3~OQ' Hol e (MCAL)
6.01' TO 8.00' 'far 8.01' TO 10.00' S.OU'
~ ~ BASE MOUNTING FLANGE ~-4 10.01' TO 12.00' 6.~ OVER 1201"
DOME TOP HINGE MIN. 2 -0"
MIN. MIN COMPACTED v ~ . 4'-0' QtlUAE1Flt
~ GRANULAR FlLL
N
i i~ • . ' ~i N r0; a M *,M %E 0" PS WL
~pMpgCTEp FILL OF CLASS ~''(~C.) I ON
24"x30" FLUSH MOUNTED p~,N VIEW PRECAST FLAT TOP B ('ANC FILL FULL WIOTH S,~J
FLOOD-TIGHT, LOCKABLE SLAB EL 658.00 ALUMINUM ACCESS HATCH Of TRENCH PLUS 24 INCHES s~.~
' A
SANIT/1RY SEWER PIPE °O
CONCRETE :TOP OF w
- - _ - PRECAST
OPENING FOR ~ CONCRETE MH RISER
TELEPHONE CABLE ~ ~I #57 OR X67 STONE 0 0
INSTRUMENT I SHELF ~ I I~ ~I ` STANDARD VENT FOR PRECAST 12~
CONCRETE MANHOLE
~ IC ~I I N R \ O z DETAIL D
~ Ham 107m . MMHME RISERS AND CONE- SEC'nONS SHAL CONFOW TO
~ ~ ~ ~ ONE PIECE FlBERGLASS NOT TO SCALE - p t. ~HO ~ ~stu c 2 1RANS17 ~I" ABOVE : ~ t 3 ~IiTe-F14 . ~ ~ ? 4. FI.ESQBL, ~ • ? . ' ' SThiNlt Y MU C-474 L.1 MT REVISION4
TRENCH BOTTOM N ~ COMPACTED L IRM97M RINGS SHALL HAVE A MINIMUM Ai MC:E :'-e
ULTRASONIC METER PARSHALL FLUME AND 'r MOUNT PER FlBERGLASS MANHOLE GRANULAR FlLL ABOVE IHE EFFLUENT OVRT ELEVA710N,
MANUF, w/STEPS gACKFILL FLUME WITH 2'-0" L NOT USED
INSTRUCTIONS I #57 OR #67 STONE TO 1 1 MIN FLEX& E WATEIi*IQiT, SYWrHERC RUSSER SL N, WTH 2
FOOT ABOVE FLUME STAINI MS STS. CLAMP; DRAW SOLT AND NUT; OR CAST-IN
FLUME TO PIPE PER SLEM- OR `J4" LOCK CONNECTION SHALL BE FURNISHED FOR EACH PIPE TO MANHOLE 0ONHECTION.
' CONNECT FLUM MANUFACTURER' TURER'S INSTRUCTIONS ANTS-SEEP COLLAR ~ • ~ ~ ~ ~ ~ ~ ~ ~ .mot. $EE $f s+ ~ M k SEE SPECIFICATIONS FOR MA14HOLE DIAMETM
~ ~NP~ T-304 STAINLESS VLESS STEEL END ADAPTER DETAIL B
I SUPPORT LEG w/ STAINLESS STEEL . •r:~•. • PER MANUF. INST ~ ~ . :G w/ t /2" DIA. x 4-1 /2 LONG NOT TO SCALE C- ~
iTEEL ANCHOR BOLTS PLACED
. INSTRUCTIONS PRECAST CONCRETE ? E MANHOLE
(WSACC STD DET D ETAI L DETAIL 24)
. ` ~ E
4 1 /2" ~ ' ~ : INV. EL 6 5'-4" MIN \ ~w ~ „N EL 647.26 OPENING IN BOTTOM MH RISER
r. , c w WIDTH =PIPE 00+6" (TYP NOT TO SCALE VARIES
INV. ELtV, l~~FO.o.~ / ~ ~r rviu. ~ ~-r . ~ r IG V~~?~ w I i
.CE r
GROUT ANNUAL SPACE CONCRETE BASE PAD ~ BEEN FL MESANOE 0 ~d.
BETWEEN FLUME AND I FVATIC~N VIEW CONCRETE PAD 11rP
MANHOLE TO TOP OF FLUME. SLOPE GROUT TOWARD FLUME ME-fERING MANHOLE 012776 I ~ON~ CONCRETE
BENCHING SLOPE MHE RISER N ~~OM VA~tIES 0" MIN. ~Qj~: ~2 MAX' BOLTS ON MH FRAME AND COV ~ , MgNHpLEg SHALL ALSO COMPLY WITH DETAIL PROVIRE BONS ONLY WHERE S E/CD-4, p~q(~ MgST1C gETWEETi GRADE
2" TOWARD TROUGH WIDTH a PIPE OD + 6" NOTE; ND COVER ONLY HERE SPECIFIED
DETAILS A ~ 1. MlW ~ ~ E~C ~ ~ PROPOSED PIPE Z
NOT TO SCALE C-13 GRADE RINGS
~ I SIZE NUM~R 0 2. EXIS ~ ~ocNfioN vii ) aua ~ ~ - ~n~t CUT do COMPLETELY BE REMOVE DCISTING Z gqy~ C~ ~t REMOVE PIPE HOO SEWER PIPE ~ gFTER ~N~TgLLAT10N 2. EXISTING SEWER TO 8E B1fPASS PUMPED RED
aURING REMOVAL OF DCISTING PIPE IN GRAQE RINGS AS REQUIRED
PYC GROUT FlLL do MANHOLE do PLACEMENT OF PLUG do N~ BENCHING. CONTINUE BYPASSING FOR 48 WHOLE RISERS AND CONE SECTIONS SHALL CONFIRM TO
DI PIPE BELL INDICATOR PIPES HOURS AFTER LAST CONCRETE PLACEMENT. t• ~ ASifA G-47 2 7RAN51710N C-47$, LATEST REVISION.
tANStTtON RINGS SHALL HAVE A MINIMUM CLEARANCE OF Z--O" 3
SEWER STIp M~AFNHO~E ABOVE 7i1£ 3OVE THE UFLIJENT OVERT ELEVATION.
W000 BLOCK (TYP) „ P~UG UNUSEO 3. A DROP MA 1 2~" E](CEPT DROP MANHOLE SHALL BE REQUIRE} WHEN Dim, 'A' EX S EXCEPT IIYI~!EN THE INLET PIPE INVERT UES WITHIN THE
PIPE WITH - - - - ~ CONCRETE ~ IAWER Ft/1 ~ sr~wo~a PMANHO~I.E R~SER ETE + t~a~ w sr~tfss D WEER HALF OF THE (XJTLET PIPE. SEE FIGURE 14 FOR
STEEL LINER PIATE gEyyER PIPE TANDAW MANHOLE.
GROUT INJECTION % iMOKE WAIT:.RM HT, M7HUC RUDOM WZYM H
PIPE (NP) ~ • EXISTING s~~ oR PAINLESS S7M CLAMP; DRAW SOLT AM NUT; OR CAST-IN LEE1l- OR W LOCK CONNECTION SHALL BE FURNISH,. FOR
SEWER PIPE ~ ° f~tgi PIPE ACH PIPE TO MANHOLE CONNEC )ON.
GROUT (TYP) : ` y ~ EE - RCAMONS fX)R MANHOLE DIAMEWI
GROUT FILL OPENING IN PRECAST CONCRETE EXISTING ~ ~ • 10'~ 0" ~ SEWER PIPE
(NP ALL AROUND) ~~M//~ MH FlLLED WITH NON-SHRINK GROUT • ! ~(~h~cu.) INSIDE DROP
• GROUT INJECTION TEE
PIPE (NP) v CONC NMAJJHOI.E~~3 PIPES) wA~ ~
' CONLLAR ( ~N-~SH IR NK MORTAR PVC OR DIP 0 R DIP DROP PIPE MOUNTED
~TYP 3~ ( (Np 3 PIPES) v y ~ - " - ~i • • • Z ' 3 4' PIPE YN~1H 'S~AIN~ ~ 4' ANCHOR 80LT s "TAINL.ESS STEEL STRAPS AND
~ ~ IR BOLTS AT 24!o CENTERS
~ DOUBLE BITUMINOUS ' SEWER PIPE
~ .:~A:~\~' 3" SEAL TYP ALL AROUNO 3» ^ ~ ';,s ~ BOTTOM PRECAST p(CEPT AT OPENINGS. >t:» , I ? .M. 4
CONCRETE MANHOLE - i I-~ ~ ~ .
STRAP OR CABLE & / ANCHOR BOLT (NP ~ ~j~ ~ ( RISER
2 PER BLOCK) ' ~ ~ I
Y•'S• t, ~ h~. t ~ .1 i ''j - 4" ( ~ ~ r+t ' I
STEEL PIPE ~ ` I I i'= ~ ~~t I y~ " _
JACKED CASING I ~\j.. • : ; ~ ~ ~ STE0. WEAR STRIP ' sus S•s >
. ' . ' . IN W000 SLOT (NP) GROUT INJECTION ~ ~ ~ ~ CAST-IN-PU4CE • . ~ I I ~ ~~,y~c ~1~ ~J~?S N ! ~v • i - - - - J'' OUTSIDE DROP DROP
PIPE CONCRETE FILL s . e ~ ~r
STEEL RAILS (MIN 2" FLANGE) sv ~ • ~ v• a ~ i DIP FOR 4P FOR 20 FEET
& WELDED STEEL SUPPORT SYSTEM J O O~~C N y ~ .A. ~ ~L~~IdE OUTSIDE MANHOLE 4
CCA TREATED WOOD SUPPORT Ol /O ~ ~ ~O l J 3 p~pE DIP DRO w~~m s 4P DROP PIPE MOUNTED
BLOCK do CHOCKS ol..~ ool~~ -~Oon ~~oC~~~ ~~°C~~~ ATH STAINLESS STEEL STRAPS AND ?NGHOR BOLTS AT 24! CENTERS
(TYP 2 PER PIPE? MIN) STONE~BED LNG ~OP MID BO~T'fOM 4~ ANCHOR
: a _ _ • • STONE 8 ;TONE BACKFILL
SECTION 2 ~ ' 4%tillso11#000,
NOTES: T~ SECTION 1 NOT TO SCALE CAR
1, RAILS TO BE SET BY SURVEYOR ANp FIXED BY WELDED STEEL SUPPORT SYSTEM PRIOR TO CONCRETE FILL PLACEMENT. NOT TO SCALE gv'ss
Z, CASING TYPE TO BE AS SHAWN ON DRAWINGS, OTHERWISE AS SELECTED BY CONTRACTOR. REFER TO SPECIFICATIONS. = ' TE DROP MANHOLE
3. GROUNDWATER TO 8E CONTROLLED DURING INSTALLATION BY WELLS ALONG ROUTE AND HORIZONTAL WELLS PRECAST CONCRETE STING PIPE FINAL DESIGN ~WSACC STD D NOT RELEASED FOR DETAIL EAL
FROM ACCESS PITS AS NECESSARY. D D ETAI L 25 '
PRECAST CONCRETE MANHOLE OVER EXISTIN DETAIL C .•~GINE ~Q
~i~ UNTRENCHED CASING AND G
~ SEWER PIPE INSTALLATION VARIES
NOT TO SCALE C-3 CONSTRUCTION NOT TO SCALE
DETAIL F
~~nr rn croi F C-2 C-7. C-12 PROJECT NO. 10606-38130 r_.l r &IALA ctnWT-Ad nWr
r I LL NAM F-#' v -W
CS )RITY of CABARRUS COUNTY
f) DESIGNED BY: DRAWN BY: L. JONES WATER AND SEWER AUTHORIT B,r: CONCORD, NORT r: D. PRATT Camp Dresser &McKee DRTH CAROLINA METERING VAULT AND SHEET NO.
SHEET CHK'D BY: IK'D BY: L. JONES FUDA CREEK IN HK's BY: S. TRIPP Q011~ 301 South McDowell Street, Suite 512 INTERCEPTOR MISCELLANEOUS DETAILS CD
a
CROSS CHK'D BY S. TRIPP vroom Cl~atl°tte' North Carolina 28204
M APPROVED BY:_ co - Rte/, REMARKS DATE: ~ BY:
MARCH 2006 Tel: [phone] Fax: [phone]
DATE DRWN CHKD NO.