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INDEX INDEX TO DRAWINGS
1. X1 COVER COVER SHEET
2. X2 OVERAL OVERALL SITE PLAN ~ I NDEX OF DRAWINGS
3. X3 NOTES 1 NOTES ~ LEGEND ~
4. C1 PROPO ~ r \ / ( PROPOSED GRAVITY SEWER -PLAN AND PROFILE-SR 1003 BRED OAK RD) STA 10+00 TO 24+00 ' w
PROPOSED GRAVITY SEWER -PLAN AND PROFILE-SR 1003 (RED OAK RDA STA 24+00 TO 38+50 ~
PROPOSED GRAVITY SEWER -PLAN AND PROFILE-SR 1003 (RED OAK RD~ STA 38+50 TO 51 +63.58 M
~1~ 1 ~ i J , ~ i ; 7. C4 PROPO \ I T
PROPOSED GRAVITY SEWER -PLAN AND PROFILE-NC 43 (RED OAK BLVD, W~
PROPOSED GRAVITY SEDER -PLAN AND PROFILE-RED OAK MS STA 10+00 TO 21+00
\ ~ ~ / i 9. C6 PROPO ~ r~ ~ ~ ii 10. C7 PROP0 ~ ~ ~ % ~ ~ y 11. C8 PROPO C~ ~ ~ 1 12. C9 PROPO PROPOSED GRAVITY SEWER -PLAN AND PROFILE-RED OAK MS STA 21 +00 TO 29+42.62
PROPOSED FORCE MAIN -PLAN AND PROFILE-RED OAK MS FORCE MAIN
PROPOSED GRAVITY SEWER -PLAN AND PROFILE-CHURCH ST STA 10+00 TO 20+24,82 6-
PROPOSED GRAVITY SEWER -PLAN AND PROFILE- NC 43 RED OAK BLVD. STA 10+00 TO 21 +07.14
j ~ 13. C10 PROPO ~ ~ \ I I 14. C11 PROPO I PROPOSED FORCE MAIN -PLAN AND PROFILE-RED OAK PARK, PUMP TANK
PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 200+00 TO 214+00
\ - ~ \ I ~ \ ~ 15. C12 PROPO ~ I % ~ I J 16. C13 PROPO \I ~ ~ ~ 17. C14 PROPO j ~ ~ j h ~ 18. C15 PROPO r ~ ~ ~ Q ~ PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 214+00 TO 228+00 ~ n
PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 228+00 TO 242+00 -ten
PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 242+00 TO 25:6+00 ~
PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 255+00 TO 270+00
~ ~ ~ ~ / ~ 19. C16 PROPO i/ ~ ~ J~ / / ~~~K~ 1 20. C17 PROPO /L ~ 1 ~ ~ ' ~ ~ ~ ~ `~,Ijj 21. C18 PROPO ~ ~ / ~ \ I \y 22. C19 PROP0 ~L~ PROPOSED FORCE, MAIN -PLAN AND .PROFILE -STA. 270+00 TO 284+00
~F, PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 284+00 TO 29:8+00 uJ
-
PROPOSED FORGE MAIN -PLAN AND PROFILE -STA. 298+00 TO 312+00 u~
PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 312+00 TO 326+00
JI ~ ~ y ~ ~ / 23. C20 PROPO O / PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 326+00 TO 340+00 ®01`:15
i ~ ~ PROPO 24. C21 PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 340+00 TO 354+00 ~ 0
~ ~ ~ y \
'l ~ / 25. C22 PROPO l~ ~ ~ ~ / 26. C23 PROPO ~ { s PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 354+00 TO 368+00 Q U
PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 368+00 TO 382+00
27. C24 PROPO 8 0~ I WER 0 CE M PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 382+00 TO 396+00 a
28. C25 PROPO 29. P1 RED OA PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 396+00 TO 410+00
A~"-FORC ~ 30. P2 RED OA RED OAK ELEMENTARY WET WELL
RED OAK MIDDLE SCHOOL PUMP STATION
\ \ % ~ ~ ~„o ~ I~ 31. P3 SR 100 J ~ ~ i C3 ~ ~ 32. SD1 STANDA SR 1003 (RED OAK RD) PUMP STATION ° w
STANDARD DETAILS ~ ~ ~ a n
STANDARD DETAILS
~ ~ 10 ~ ~ 33. SD2 STANDA
C6 STANDARD DETAILS ~ ~
C1 C9 ~ 34. SD3 STANDA
35. E-1 ELECTR j PROPOSE 6° FO MAYfJ~ ~ ~ CE M IN ELECTRICAL PLAN, SECTION AND DETAILS
Y 36. E-2 ELECTR o ~\~1 n \j~ \ ELECTRICAL DETAILS
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DESIGNED BY:
EML
DHAWN BY:
; = ~ 4 EML
CHECKED BY;
CAT
`J ~ ~ I ~ ~ ~ PROJECT NO.:
3034-H
? " DATE;
v d ~ C24~ \ DECEMBER 2009
SCALE: 1" = 2000'
j _~~~\V~~ ~ ~ -~~~j~ TIE TO ROC Y MOU T IN CPT /
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2000' 1000' 0 2000'
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NOTES ABBREVIATIONS
EROSION CONTROL
ADHERE TO THE FOLLOWING ITEMS I N THE DOSTRUGTION OF THE UTILITY AND EA LP LIGHT POLE A AR 1. INSTALL SILT FENCE OVER ~ AROUND TOP OF EXISTING STORM DRAINAGE INLETS ~
APPURTENANCES UNLESS OTHERWISE NOT1=D. ABAND ABANDONED LT LEFT PIPES IN AND ADJACENT TO DISTURBED AREAS.
W ABC AGGREGATE BASE COURSE LWL LOW WATER LEVEL
AC ACRES GENIAL 2. INSTALL SII•,T FENCE AROUND SPOIL PILES. z
AF.F, ABOVE FINISHED FLOOR MAX MAXIMUM ~ 3. PROVIDE EROSION CONTROL MEASURES AROUND STOCK /WASTE PILES AND STAGING AREAS AS _ O ~
1. CONTRACTOR SHALL CONTACT THE N. C. DEPARTMENT OF TRANSPORTATION PRIOR TO ANY WORK AL ALUMINUM MECH MATERIAL DIRECTED BY ENGINEER. W
- - S: DIVISION 4 APPROX APPROXIMATE MATL MECHANICAL WITHIN NCDOT RIGHTS OF WAY, THE NCDOT DISTRICT ENGINEER FOR THIS PROJECT I , 4' 4. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH ! ~ ~
' ASPH ASPHALT MFR. MANUFACTURER DISTRICT 2 BILL BASS 252 459-2128. , 0
ASSY ASSEMBLY MH MANHOLE SILT FENCE, STONE CHECK DAM, OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS, ~
AVG. AVERAGE MJ MECHANICAL JOINT 2. EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY. NOTIFY UTILITY LOCATING SERVICE TO 5. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF w ICE TO ~
ARV AJR RELEASE VALVE MIN MINIMUM RIP-RAP WITHIN 15 DAYS OF DISTURBANCE. z w
Az AZIMUTH MON MONUMENT MARK LOCATION OF EXISTING U1lLI1TES AT LEAST 48 HOURS PRIOR TO COMMENDING DONSTRUGTION i' AWWA AMERICAN WATER WORKS ASSOCIATION TI ON 6. WHERE AREA AROUND OUTLET IS DISTURBED AND Nfl OUTLET PROTECTION EXISTS, CLASS "1"
ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING U11LIT1ES. N/A NOT AVAILABLE CITIES. RIP-RAP SHALL BE PLACED AROUND PIPE OUTLET AS DIRECTED BY ENGINEER. W
F MA D SHALL BE THE RESPONSIBILITY OF THE B-B BACK OF CURB TO BACK OF CURB N NORTH THE COST TO REPAIR THESE FACILITIES, I DA GE , a
BLDG BUILDING NAD 83 NORTH AMERICAN DATUM 1983 CONTRACTOR. 7. PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER.
BM BENCHMARK NC NORMAL CROWN 8. SEE SPACING DETAIL 3A/SD-1, FOR CHECK DAMS.
BOA BLOW-OFF ASSEMBLY NC GRID NORTH CAROLINA GRID 9. UTILIZE SILT FENCE IN AREAS NEAR ANY STREAM OR' FLOWING DITCH.
E S, REPLACE DISTURBED'PROPERTY BOT BOTTOM NCGS NORTH CAROLINA GEODETIC SURVEY 3, CONTRACTOR SHALL PROTECT EXISTING PROPERTY CORNER MARK R OPERTY
BW BARB WIRE NO. NUMBER CORNERS BY A PROFESSIONAL LAND SURVEYOR.
NTS NOT T4 SCALE
C>&G CURB AND GUTTER NOM NOMIN~ ~a JOR EROSION CONTROL CONSTRUCTION SEQUENCE
CB CATCH BASIN NWL NORMAL WATER LEVEL 4• TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. MINOR
~ CENTERLINE ITEMS SHALL INCLUDE BUT NOT BE LIMITED TO EXISTING SIGNS MAIL BOXES STORM SEWER PIPES, 0 0 1 D • 1PES, ~ °
CIP CAST IRON PIPE OC ON CENTER SHRUBS (UNDER 6 FT IN HEIGHT, AND TREES (UNDER 3 INCH IN DIA.~. REINSTALL ITEMS TO THEIR CI CURB INLET OD OUTSIDE DIAMETER IR 1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL. e ~
ORIGINAL CONDI110N. TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT AND CLR CLEARANCE 0/H OVERHEAD ----.c a;
cM CONCRETE MONUMENT ORIG oRIGiNaL RIGHTS-OF-WAY AT A LOCATION AGREED TO BY THE HOME OWNER, INCLUDE COST IN THE PER U dp 07 ~ 2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON G ~ t7~
CMP CORRUGATED METAL PIPE Ci' X
u Pc POINT of cuRVATURE FOOT DOST OF THE UTILITY BEING INSTALLED. CMU CONCRETE MASONARY NIT THE DRAWINGS. INSTALL TEMPORARY EROSION CONTROL DEVICES AS SHOWN ON PLANS. m
CO CLEAN OUT PED PEDESTAL Q
coNC CONCRETE PE PLAIN END 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO EXISTING UT1L111ES, ES, 3. NOTIFY ENGINEER AND NCDENR, LAND QUALITY SECTION AT (252) 946-681 FOR SITE INSPEC?10N -
CONT CONTINUOUS PI POINT OF INTERSECTION STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES CAUSED BY THE DONTRACTOR OR RESULTING ca o a.: TING PRIOR TO COMMENCING MAIN CONSTRUCTION OPERATIONS. z ~
CONSTR CONSTRUCTION PIV POST INDICATOR VALVE
FROM THE CONTRACTOR°S WORK ASSOCIATED'WI1T-I ACCOMPLISHING THE PROJECT. THE CONTRACTOR CONTR CONTRACTOR ~ PROPERTY LINE TOR y,.B
GoR CORNER PP POWER POLE SHALL CORRECT OR REPLACE THOSE UTILITIES, STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES ;ILITIES 4. ONCE EROSION CONTROL DEVIC]=S ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS. ~ Q
GP~L CAROLINA POWER AND LIGHT PRV PRESSURE REDUCING VALVE DAMAGED OR DESTROYED DURING CONSTRUCTION WHETHER SHOWN ON THE PLANS OR NOT.
GULV CULVERT PSI POUNDS PER SQUARE INCH PVG POLYVINYL CHLORIDE 5, MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF UTILITY
D DEPTH PT POINT OR POINT OF TANGENCY V V UT LIT ES CURBING AND OTHER STRUC- JC- SYSTEM IMPROVEMENTS, INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND 1
6 SUPPORT EXISTING POLES, FENCES, DUL ERTS, PA EMENT, I I , DI DROP INLET PVMT PAVEMENT
TRRES DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO DlA DIAMETER CLEANOUT TRAPS AND/OR CHECK DAMS WHEN HALF FULL. Q
IL ON PIPE R RAD?us ADDITIONAL COST. DIP DUCT E IR J
DIM DIMENSION R/W RIGHT OF WAY 6. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS
DISCH DISCHARGE RCP REINFORCED CONCRETE PIPE 7. FOR UNPAVED AREAS DISTURBED DURING CONSTRUCTION, 6 INCHES OF NCDOT N0. ABC AGGREGATE 4TE INDICATED ON THE DRAWINGS, CALLED FOR 1 N SPECI F! CATI ONS, OR AS DIRECTED BY ENGINEER. ~
DIST DISTANCE REF REFERENCE
MENT OF TR SPORTATION RE 'D RE uiRED SHALL BE PROVIDED FOR THE FULL WIDTH OF .UNPAVED DRIVEWAYS AND ROADS FROM THE EDGE DOT DEPART AN Q 4 GE _
DW DOMESTIC WATER RET RETAINING OF THE ROAD SHOULDER TO 15 FEET PAST THE OPPOSITE SIDE OF THE PIPE TRENCH. 7. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) WORKING DAYS:
® DELTA REV REVISED A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION.
RPZ REDUCED PRESSURE ZONE :R B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN I
RPM REVOLUTIONS PER MINUTE 8. OPEN CUT PAVED DRIVEWAYS, SIDEWALKS, AND CURB AND GUTTER. REPLACE CURB AND GUTTER E EAST
EA EACH REINF REINFORCED WITH NEW TO MATCH THE EXISTING CROSS SEC110N. PROVIDE PAVEMENT PATCHING PER DETAIL. EFF EFFLUENT RT RIGHT THE ABOVE TIME FRAME. w
EIP EXISTING IRAN PIPE •
TIN S W SIDEWAL 9. COMPACT OPEN CUT ROADWAYS, LOCAL AND NCDOT, THOROUGHLY PER SPECIFICATIONS. EL ELEVA 0 / K 8. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF ~ ~ LLI
ELEC ELECTRIC SAN SANITARY SITE STABILIZATION, REMOVE TEMPORARY EROSION CONTROL DEVICES, DRESS OUT AREA ~ w
EP EDGE OF PAVEMENT SCH SCHEDULE
1O. SEE NCDOT STANDARD SPECIFICATIONS FOR INSTALLATION OF FORCE MAIN WITHIN NCDOT RIGHT-OF-WAY. EW EACH WAY SDMH STORM DRAINAGE MANHOLE '-OF-WAY. AND SEED AND MULCH. PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED AND ~ ~ ~
EX EXISTING SF SILT FENCE APPROVED BY ENGINEER. ~ ~
EXP.JT. EXPANSION JOINT SHT SHEET ' G UTILITIES 11. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION AND SIZE OF EXISIIN UTILITIES ~
s souTH A MINIMUM OF 3OO FEET IN ADVANCE OF LAYING ACTIVITIES. NO11FY THE ENGINEER IMMEDIATELY IF A LYIFA ~ ~ ,1
F.F.E. FINISHED FLOOR ELEVATION SPECS SPECIFICATIONS
POTENTIAL CONFLICT ARISES BETWEEN THE EXISTING AND THE PROPOSED UTILITIES. FG FINISHED GRADE S4 SQUARE
FH FIRE HYDRANT SS STtUNLESS STEEL FIN FINISH ST STREET
12. WHEN 1RENCHING INSIDE NGDOT RIGHT-OF-WAY, SHEET OR SHORE AS REQUIRED TO MEET NGDOT FLG FLANGE STA. STATION T LEE
s ST D D REQUIREMENTS. FM FORGE MAIN TD AN AR SURVEY UTILITIES
FP FIRE PROTECTION SYM SYMBOL EXISTING NEW EXISTING NEW ~
FPS FEET PER SECOND
13. WHERE ACTUAL FIELD CONDITIONS REQUIRE A CHANGE IN ALIGNMENT FROM THE PLAN ALIGNMENT, FT FEET T TANGENT NT, ~ BENCHMARK ~ ~ POWER POLE o U
FTG FOOTING TBM TEMPORARY BENCH MARK THE CONTRACTOR SHALL GIVE NO11CE OF SUCH CONDITIONS TO THE ENGINEER PRIOR TO IMPLEMENTING MENIING TEMPORARY BENCHMARK ~ LIGHT POLE
TcP TERRA GOTTA PIPE U E `TO RE UES1' AND RECEIVE PERMISSION FOR REV' ANY DEPARTURE FROM THE PLANNED ALIGNMENT. FAIL R Q ION FOR REVISIONS 3 GUY WIRE z
G GAS TDD TEMPORARY DIVERSION DITCH ~ CONCRETE MONUMENT IE ~ c GAS MAIN
G GAGE TEL TELEPHONE IN THE ALIGNMENT WILL BE GROUNDS FOR REMOVAL AND REPLACEMENT OF THE UTILITY AT THE A SOIL BORE LOCATION
G V GALVANIZED TEL PED TELEPHONE PEDESTAL CONTRACTOR`S EXPENSE. AL GM GAS METER TEMP TEMPORARY o IRON PIPE-1FO- TELEPHONE FIBER OPTIC ~ ` ~
GPM GALLONS PER MINUTE THK THICK
14. PROVIDE POSITIVE GRADE FOR FORCE MAIN TOWARDS AIR RELEASE VALVE IN ALL CASES. GR GRADE TOC TOP OF CURB a HUB >k TACK
GV GATE VALVE TOP TOP OF SLOPE NAIL
W GYP GYPSUM TOW TOP OF ALL ON THE D ~ 15. AIR RELEASE VALVE LOCATIONS MUST BE AT HIGH POINTS OF THE MAIN, THE LOCATIONS INDICATE :ATED ON THE o NAIL ~ cAP EROSION CONTROL
TP TELEPHONE POLE DRAWINGS MAY BE ADJUSTED TO MEET THIS REQUIREMENT UPON APPROVAL OF THE ENGINEER.
HCP HANDICAPPED TRANS TRANSFORMER ~ PK NAIL EXISTING NEW
HT HEIGHT TYP TYPIC~. SPOT ELEVATION - ~ - DITCH / SWALE ~ 3,
HOR HORIZONTAL 16. ALL BURIED VALVES SHALL INCLUDE VALVE BOX AND CONCRETE COLLAR.
HP HORSE POWER U/G UNDERGROUND SEWER SILT FENCE
HWA HIGH WATER ALARM 17. P OVI DE CO E TH U T LO S T FI TTI NG LOCATIONS. R NCR TE R S B CK A HWL HIGH WATER LEVEL VC VERTICAL CURVE EXISTING NEW
j HYD HYDRANT VCP VITRIFIED CLAY PIPE
~ VERT VERTICAL Q MANHOLE INLET PROTECTION
; 18. CONTRACTOR SHALL NOTIFY THE CITY OF KINSTON PUBLIC U1LITIES DEPARTMENT 48 HOURS PRIOR RI OR coo GLEAN OUT ROCK GHEGK DAM ri'
b ~ ID INSIDE DIAMETER VOL VOLUME ~ IN INCH VPC VERTICAL POINT OF CURVATURE TO MAKING GRANGES TO DELVER GLASS PUMP STATION AND INDUSTRIAL PARK PUMP STATION. ss - SEWER LINE
O ~ IN/HR INCHES PER HOUR VPI VERTICAL POINT OF INTERSECTION f~
W ~ j INF INFLUENT VPT VERTICAL. POINT OF TANGENCY ~FSS- FORCE MAIN
W TNT INTERSECT
INV INVERT W/ WITH STORM DRAINAGE
~ a W W IPS IRON PIPE SET L ATER LINE O SL D WM W TER METER EXISTING 'Y DESIGNED BY:
I ISL I AN A EML iii INLET
WT WEIGHT DRAWN BY.
JB JUNCTION BOX WV WATER VALVE ~ WTP WATER TREATMENT PLANT E> FLARED END SECTION EML
KWY KEYWAY WWF WELDED WIRE FABRIC Q MANHOLE "CHECKED BY:
N ' WWTP WASTE WATER TREATMENT PLANT i CAT
LF LINEAR FEET ATER PROJECT NO.:
' L LENGTH YI YARD INLET EXISTING NEW 3034•H
S ~ GATE VALVE 1O0' WELL BUFFER ~ DATE:
~ ~t r~ DECEMBER 2009
BUTTERFLY VALVE ` ~ SCALE,
~ ~ ~ ~ a WATER METER ; ~ I
~ Q
~F Q C PLUG ; 25' WELL BUFFER C ~ NO SCALE ~ ~ , ~
h I I-~, FITTING I ~~WEL ~ ~ ~
~ ~ w WATER MAIN 1 ~ ' ~ OG
~ o
HYDRANT V `hcti v uru
63-~ AIR RELEASE MANHOLE
c 0 ~ 0 Q
L W
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1

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~ , / f _ r N NOW OR FORMERLY: ~ ~ °i
/ ~ f OWNER; MOSS JERRY D JR LOIS H ~ NOW OR FORMERLY: ~ ~ PARCEL NO.: 382300028711 J OWNER: OGONNEY OTIS W DOTTIE L r
/ _ ' , DB. 2390 f PARCEL NO.: 382300028710
TJ f I PG'222 ~ D6:1533 ( NOW OR FORMERLY:
f ~ ~ I I I ----__,~~----r I ~I OWNER: FAULKNER JON MIOHAEL PO: 357 PARCEL NO.: 382300022748
~ I ' I NOW OR FORMERLY: I I ~ I NOW OR FORMERLY: OWIJER. SHERROD TIMOTHY K GOROELIA T f ~ OB:1723
NOW OR FORMERLY: NOW OR FORMERLY: I OWNER: DUNN CHARLENE G PARCEL NO.: 382300024213 I OWNER: HARPER WILLIAM T LOLA B I OWNER: SYKES RAYMOND JR I / / I PG: 318
PAROEL NO.: 382300010973 PARGEL NO.:382300022151 OB; X673 ( PARCEL N0.;38230002107. NOW OR FORMERLY; I
/ DB; I DB: 1329 PG: X94 1039 DB; 2304 PG. 529 I I OWNER: VARNELL FAYE W I / PG: 48 I PG: 104 ~ PARCEL N0.:382300025471
f ( I DB:1540 I ~ ~ ~ ~
/ 1 PG: 765 I I _ I I ~
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TBM BEGIN STA. 10 00 ~ _ t ,o PEAS 5 ~ R a~ 1 ~ _ ~ ~z eu E ~ I l NAIL SET IN PP ~~73 8 12 _ ~ - o-._ _ a ~ f i J ~ ~ ( o ~ i ~ ~ z5' ~BUF'FER ~ i ~ ~ ~ e
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PARCEL NO.: 382314338349 ~~i~ ~ u 2" OAK ~ r ~ ~'V'~
pe: 547 SEE RED OAK BLVD PI:;1o55 Pc: 666 GRAVITY SEWER,
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SHEET C9 ~ -_rjSrM' NOW c~ FORMERLY: ` - - - OWNE~!TOWN OF RED QAK I ( PROVIDE TWO 1"~ CONDUITS NOTES:
~ 2" OAK / PARCH... NO.:382300439100 ~ 30" RCP ~ ~ DB:1!~J7 4" FLEXIBLE FROM WELL TQ JUNCTION BOX, - 4" FLEXIBLE BOOT I ( SEAL ENDS GAS TIGHT TYP, 1. ALL TANK DIMENSIONS SHALL BE FIELD VERIFIED.
~ W/ FES ~ R/W PG: tC 5 CONNECTION ~ OW OR FORMERLY: ~ ~ CONNECTION (I SEE ELECTRICAL DETt~LS
WNER: RED OAK DISTRI OL FIRE DEPT 2" SCH 8O PVC 2. EFFLUENT PUMP SUPPLIER SHALL PROVIDE ~ (I DISCHARGE TO SYSTEM PUMP, LIFTING ROPE, FLOATS WITH STAINLESS ~
~ CEL NO.: 38236043 ~ 2" OAK ~ ~ ~ ~ DB: 221 ~ " STEEL MOUNTING BRACKET AND PUMP CONTROL
` 8 ~ ~ - e ~ o ~ HAFFLEIVENT ~ 2" UI~flN COUPLING FAgCAGECLUDING ALARMS AS A COMPLETE cr
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\ "9,~. C7 ~ EX 4000 GAL. ACCESS COVER. SCREEN« PLACE 2-O ABOVE 1fl ~ STORAGE TANK LO(~CABLE, 11P OF 2, 1 4"~ X 4" 304 SS HC 2-fl ABOVE 1fl0 YEAR FLOOD SOLVENT WELD JUNCTION BOXES. PLACE 2-0 ABOVE TRUE UNION
/ 2 WOODS DIMS. APPROX. ~ ~ ~ ~ ) SEE SPEG X 4" 304 SS HOOK 9fl BEND, TYP 100 YR FLOOD BALL VALVE 2"!~ PVC PROVIDE TWO 1"f0 CONDUITS 2"~ TRUE U~NON BALL
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NOW OR FORMERLY: i. OWNER: BASS MYRTLE K ~PB WOODS
PARCEL NO.: 382300325406 SP 8 rn _
DB: NOW OR FORMERLY: - - _ - - ~~TD 7- - - - -LPQUTD ~.tNE - - - - - - - n,~. ~ - c:;
PG: ~ ' 4" SEWER ~ OWNER: TOWN OF RED OAK FROM PARK " 2" SCH 80 PVC
PARCEL ND.:38230043343fi DB: 1767 ~ UN~flN BALL DISCHARGE TO ~ CHECK VALVE SYSTEM
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NOW OR FORMERLY: a s a/ a s f ~a a> as PROPERTY OWNERS
OWNER: COLUNS JO LYNN F GEORGE H ~ a / a a ~ j PARGEL NO.: 382300015783 a ~ ~ ~ ' a a a / NOW OR FORMERLY: OWNER: COOPER JAMES EARL MARY ETHEL
DB: 1554 ~ i~, a ~ a a a /a / a t a a a / / PARCEL NO.: 382300010103
PG: 135 , a~a / as ? a a a / a ~ a / DB:1112 i PG: 241
EXISTING SEWER DISCHARGE /a ~EaT NbS a ~ / / E a f ~
~aa ~a a~ as / f as afa as a / / NOW OR FORMERLY: OWNER: COOPER ORLANDO NANCY BATTLE
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• / a / > ~ p;603 PARCEL NO a / o ~ a ~ / ~ / ~ ~ DB: 734 PARCEL NO.: 381300906668 OB: 734
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" Q FORCE MAIN NE NEW 6'° MJ PLUG VALVE
NEW 6 45 BENDS STA 204+95 W ~ , W/ VALVE BOX AND COVER
NOW OR FORMERLY: W ~o ~ C~
OWNER: HARPER WILLIAM T LOLA B ` NO OR FORMERLY: OWNER: FAULKNER DONNA R NEW 40 LF F 16" STEEL ENCASEMENT PIPE WITH
PARCEL NO.: 382300010973 ~ PARCEL NO:. 381300915672 ~ 40 LF OF 6 MJ DI FORGEMAIN DRY BORE AND JACK) ti, r
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~l ~ i i _ - _ _ _ _ ~ 1 - - _ _ - ( i _ i _ I _ _ ! _ I L _ ~ ~ ~ _ : I ~ w.... _ , - _ . _ _ DATE;
4 .i . _ . , . _ _ _ _ _ _ _ _ _ _ . ~ .1 ~ _ i - - i - - ? - - _ - _ _ _ _ m ~
i ~ ~ ~ I ~ ~ i t ~ E ~ DECEMBER 2009
C~ ~ ~ ~ 1 ~ 5 _ . ; ~ - - - ~ i - - - - - ~ - r- ; _ ~ ~ - ~ - ~ , ~_..~a.__.~-_____ _ ~ ~ _ _ _ _ _ _ _ ~ 1 ~ 5 ' ;;GALE,
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/ OWNER: PELLETT SARA L / PARCEL NO.: 1 1 5C 5o'TaR-PAMUCO THRUST BLOCK
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q - - I r9 I i ~ t l~ I ~ ~ , I gals. ~ ~ ! ~ d I ~ 3 X 300 ~ ~ ~ TEE ~G ~I~h~P f~. _ I > a 200.25~Tr~
- I ~ I I I i I
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_ „ 1 ~ ~ ~i( ~I aJ':~. ~ li ~t ~.~d .r i ~ Nom' ~ ~ I ~ ESL _ _ y »
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- I { j , ~ I" t , I_ I t ~ ~3[ Ik3 ? ,ro s t.l ~ ~ , Slur ~ ~ ~ d C~i S~'~ a~OE i F R I~ CAT
I ~i ~.,P E ~ ~
~ , , ~ ~I~t ~~L ' 1 a,, ~I ~~r m~~~~ _ ~ ~ t P~C7JECT NO.: F ~ 3034~H
~I m~ 0 ~ ll~ U.,I'J y ~ 4 FERhd~ _ I`~;~ ~d°~~P~~~U'~`t' I L+~,~,I~` ;~~,IITs;f-~F_~_.
I~ i ~ ~ I~r.i:'IUf~li~ao_ ~u: ;u G DATE; l~ DECEMBER 2009
r~: ~ .
,~r~C P~,L_TRA,Ti,fJS ~ I I~ _ p ~ - S"Ali'~di.E__ S-EEI_ C,sifl~,~ F#r;:iLE SCALD: _ ~ i ~ ~ , i-, , , ~ c
I t l ~ l ~ If 1 ~ .'~I ~ T ti ul. C , T7~, 11..~ _ .7 II" 1. . i . i _ ~0-~.,~,~..~ ~ u _ _ ~ ,-_Y J _ ~ _ _ ~ i ~ It ~ ,r ~1 IT 1 , ~ ~ ~ f ~ . f ~ ~ F ~F L ~ozl~l'U rf,~ ~ , h~l I~~,u (}t~ FI_~_ ~ AS SHOWN r ~ r _ , , 191 91
- ~ ~ a; F , i e < ~ 13'~ ~ - _L .Fh ~ a_ r__ ~~I r
' T,~P1 E~~ f ~ ~ ~ a1 r ~ _ ~ i F ._~._,._.-I ~ . ~ _ .Y....~.~.,r~----~,,.~.•,~ -,--n 191.91 ~ ~ . ~ ~ ~ ~ ~ ~ t l~h~d P ~7FF EL~'~
~ i, 190 41 -
'y- SIFT CrU~` ~ ~-;E'~,!L_I .I SHEET QF
. V~ I~'.~~ 'V'a ~ ~ a ~_n..,. ~.e
a~ ~CdE EASE
~3 188 91 -i-!t~t V V, F PiPT i -7 7-4d
18841 I'- EL ~9,:;e Tu~l CT L r w I I
SCALE: 3/8" = 1'-0" X
t,+ 'oVA I+~~ `T,~iCJr_ E-, E

I

D OAK R AD ASR 1003) I I I I ~ , PUMP STATION ELEVATIONS SCHEDULE
I ~
I ( - I I ° ° _~,bn.a 4... o ° ° a ' o ° a °,'D WET WELL
I I °o, o o ° p o.P ~ ° d , ° d 4 a , • ^.o.. ° .-'.~q o ` ' ° Q a d , CAPACITY T.D.H. T,D.H, MOTOR TOP OF BOTTOM OF FINISHED PUMP OFF 1~t PUMP 2nd PUMP HI. WATER 8" INV. IN
o 0 0 , o. D a _ INSIDE DIA, a o. D a a ~ ,_,_o (GPM) tFT,) I I ( a9 o P° , ° o o Q D Q ° D © Poa 4 _o_. r tFT,) CFT,) iHP) STATION STATION GRADE ELEVATION ON ELEV. ON ELEV, ALARM ELEVATION ELEV. CFT.) ELEV. CFT.) CFT,) iFT.) tFTJ {FT.) ELEV. FT.) {FT.)
i I a P ( 0
a a ° ~ $ 1$0 191 I ) - _ o o. D _ _ _ _ p d d 191 15 165.00 152.15 164.50 155.15 156.15 156.65 157.65 157,65 ~ a~
I ° . °°~a af.4 a 00 Q. ° 9 •
D a I I a.QP Q.° ,°o• ,da4D O,°Pa a _ I 1
~ 9 a I I Q. ° Q ° Q P 0 9 O Q. D 4 , _ ` ~ ~ i
,.pp ° 4. I . ' / ~ 0, P ~ _ W
R o " ~ ~ • d, 4 PRESSURE GAUGE INCLINED SO AS TO BE _ " a o a a 8° DIA. PRECAST ~ - CONCRETE MANHOLE '
° .D 1 ~ , ° ~ • o. / -P . o Q tl . ; ~ . o P a a READ FROM SURFACE (TYP. OF 2)
° d MANHOLE N4.1 ~ / ° a ~ ~ Q., . °D a , ~ STA 9+65 NOTE:
. a, a° p ~w. D° ~ D Q ° o, D' ~ 4 o• ~ ' o ° ° ' ©P 4 a ° SEE SHEET C1 ALL BURIED FLANGES TO JI
r r, o d a ~ MJ T( ~ D 9 4 a 4'-0" x 2'-6°' ALUM. ACCESS MJ TO FLANGE HAVE S.S. NUTS BOLTS w 3°-0°° x 5°-O" ALUM. ACCESS
/ ' ^ ~ D tl • D d d 4 . ' `P D • o CONN( o. Q.o . e 4 , D~ ' P a °d•° { 51NGLE LEAF DOOR CONNECTOR (TYP.} ~ SINGLE LEAF DOOR
/ D a. ^ 3
- D 4 ~ , r r - , , a ° ,°.o . Il i' 1 4 Q. D ~ ° Q~
D ° a 4" CHECK VALVE ~ ° ° ° P a 4 ° o ° ' ° ° o D °a TYP. OF 2 2~ SCH. 80 PVC PIPE a
t~ - o. f~ / D 0 0 b O ° V I / 0 a / ~ QD ° 0. ° CRANE BASE C.I.P. WITH
0 ° O.Q. ~ ° D a Q 4 ° ~ 3 f 4°° S.S. ANCHOR BOLTS
t~/ ° a P O ° ° / - ° 0 4 a
- - - _ ~ • o, a , ° d ° ° • • •P • c~.D 4 PLUG VALVE r--- ~ i a D o ° a _ _ _ - ~ 4 'P a ° ° D a ° ~ (TYP, OF 2)
BEND ° D o, 6° a o o P ° o, ro U j ~ ~
/ STA 200+35 . • P .P • ° a , ° a q , a . ~p 4 ° 4 D.I, o °a °•o. •°D d° m * ~ ~n ~
~ SEE SHEET G11 ~ Da a . 'P , P o °a ~ FORGE MAIN I/ ~ .q C3 DO a° P P D a 4' ° / ° ° o a d o . ~ EMENT / \ r ~
/ ~ • o. D ° , ° o ° 34 UTILITY EAa ~ D o o. o° h ~ / Q. D ~ I - cc t-' c" 1 d ~ C+5 s \
/ ~ ~ P Q ° ° ° Q. °°O D a °'p t / p o. o°~ a. Q b Q P O 0,
/ ~ 1 / O DQ 0 .P Q.p D a O d 4 _ N r-f ~ R7 07 _ ~ ~
flF WETWELL ~
/ ° ° ° ° WYE I AQ. D o° °4° 'P M.J. - - - --I - ~ - - - - - C~-- - - -=I - a i `x ~ C~"3
' / ° ° a ° a° /
. : O • O° ° P 4 0 ° ° I _ ~ d a, o a d D - ~ 8° INFLUENT Q
o h ~ ~
i ~ a° pa °°q" Q 4° / Q. I. . ° / P O ° °Qa 1 q ~ : °4' a ° ° ' Q.D o o I 87 4J0 ~ -
~ / oQa ahOPUO ° Q. T M.Je Q. ' ' °o . ' ° a ' Q BEND ~ frf TRASH BASKET ~ Q
r / 4 P 1Q D o Da ~ D ' {y 0 0 ° °.Q • Q. • ~ D ~ ~ r/ (SEE DETAIL SHEET SD-3)
/ ° Q °°4~° a , ° 4 ° ° 0 / i o. D D ° 0,S d b f 4J
b a 0 ° Q°O ~,j D d Q D° ° I ~ / o, P o' ° Q d
i / D ° • 4 ' 'P D ° i V. ° D ,O 4 4 d i 30m x 30" x 3/8 "ALUM.
/ I n a ° ` b ~ D / • o ° d • •P . o.P , o a 5 DI AMETEK PREGAST CONCRETE ACCESS SINGLE LEAF DOOR ~ '
/ ~ D p° ° d ° a • o. MANHOLE OR 6 S DARE PREGAST p © . A 4 ° 0 Q
/ • o. D a o ° 65.00 / ° o . 'P~a a ° ~ CONCRETE 8OX TOP EL. - 1 .INSTALL; TEMPORARY D ° a 4 • 'p ° • o•~ ' o o °
I / Dc, o •c / CONSTRUCTION ENTRANCE ° a PQ 3 0 ° • t d d •°aQ. D a Q Q o
I - 0 P R G Q SEE; SHEET SD 1 °a °'M• 4 d , , o. Q D i Q. 0 a O
] D a Da a. j PVC FORGE MAIN ~ "P D • o o 4 °
/ ~ ~ Q ° ° 0. D ° Q i ti4~ ,Q•P a a° ° e
I I D ° ° ° ' / ° fl, r 8 PVG SEWER,
/ PUMP STATi QN PLAN
/ / N.T.S. F-°
NOTE CONTRACTOR SHALL COORDINATE WETWELL INSIDE ELL INSIDE ~
/ DIMENSIONS AIJD ACCESS HATCH DIMENSIONS WITH IONS WITH TOP SLAB REINF, W/ ~4 ~ 10 O.C.E.W., ~
/ ~ PUMP AND TRASH BASKET MANUFACTURERS DIMENSIC / , ER'S DIMENSIONS EXTRA #4 EACH SIDE OF OPENING AND ~
/ / EXTRA #4 BETWEEN OPENING
' / / I_J
/
/ SGALE~ 1" ®1O` / PORTABLE HOIST ~ 4" DIA. VENT PIPE W f S.S. ~ W Lid L (SEE DETAIL SHEET SD-2) ~ ~ ~ ~ ,
/ ~ / INSECT SCREEN (SEE PLAN ~ ~
/ / i ~ S.S. HOOK FOR CORRECT ORIENTATION} ~
/
/ / 1° CHAMFER S.S. CABLE ~ ~
/ ~ PERMANENT UTILITY EA5 MENT ~ I / ALL SIDES HOLDER
/ / / TOP OF STATION
FIN. GRADE EL. / ~
' 1 / I j
I / ~ l ! / / CO , / , O
/ ~ i i ~ / - ' ~ ~ , 8" MIN. CONDUIT FROM CONTROL
/ I PANEL (PER ELECTRICAL ~
~ /
t ~ 4 D.I.P. / ~ ~ 4u D.I.P. DRAWINGS} k)
~ g / n®~g~~~a
/ / I` 8' DIA. PRECAST ~ ~ 'r~.
/ ~ CONCRETE MANHOLE
/ /
i , / - / 6 CRUSHED STONE STAINLESS STEEL
/ ' / GUIDE RAIL
~ ~ ELECTRICAL , ~ / ~ I I POWER CABLE 8" INFLUENT
EQU PMENT RACK ~ ~ ~ ~ PROVIDE PIPE SUPPORT
SERVICE POLE ~ ~ ~ AS REQUIRED I; AND LIGHT M S.S. LIFTING CHAIN ~
ELECTRIC ; ~ ~ ~ ~ , ti 41 PROVIDE 2 X 1/4 S.S. STRAP HIGH WATER ALARM ~
/ GENERAT _ _ _ _ , - FLOOR DRAIN W ~ AND ANCHOR TO WALL ~ 16" O.C.
~ - • - - _ . ~ ' BACKWATER VALVE / ~ _
~ ~ ~ , ~ ~ 2ND PUMP ON SUBMERSIBLE PUMP
_ 2 SCH. 80 PVC PIPE ? i (SEE SPECIFICATIONS
~ ~ SLOPE TO WET WELL / I FOR REQUIREMENTS} 1ST PUMP ON
/ ~ '
LIFTING LUGS Ll®
1O0 LF S LT 20 , O WIDE DOUBLE ~ 4" MALE QUICK NOTE FENCE,EE COMPACTED ABC STONE SWIG LOCKING GATE ELBOW ROTATED FOR
DETAIL SHEET SD-1 INSIDE FENCED AREA CONNECT COUPLING TED FOR PLAN MANUFACTURER S STANDARD PUMP OFF
CLARITY, SEE PLAN o 90 BEND 4" FLANGED FOR ORIENTATION ,TION SELF-SEALING PUMP MOUNT
T, ~ o ' ~ ~ ~ 90 BEND LOW WATER ALARM
/ ~ ~ ~ s DESiCNEl7 BY. z ~ EML
/ 8" SEWER ~ ~ 4 D,hP.
CONCRETE GROUT 12" MIN. c° ~ ~ ©Pl~~1N [3Y:
' I c,^ cn / ~ o
Q CONCRETE PAD / P~ MH 01 6•_©•• ~ 2'-6" x 4" THK, r~ BOTTOM OF STATION ~ '
/r~ v 4 ~5° WYE ~ ~ ~ :RIM EL 166.67 ~1" ABOVE GRADE) CAT
- ~ f I STA 0+29,75 ,~'INV IN 15$.O$ ~I~a~~c~
/ - - G WET ~ INV OUT 157.9$ - 4 - r a , 4 -PLO VALVE / \ \ ~ ~ ~ 3a34-H
l ~ i / ELL - , . ~ d tl, ~ ° , 0 ' C , .
.r ° 6Q .~AyAy\y\.~`\~\v,~\,A,A.~\,~ DECEMBER 2x09
/ ~ 12 PROPOSED PUMP ~ 4" PLUG VALVE
~ / YP SS PUMPING S TI D ~ 15 B A TA pN AN ~ ~ 12'° CRUSHED STONE SCALE:
ai ~ CONNECTION SEE VALVE BOX ~ 4x4 WYE VALVE BOX _ti / GL D ' to ~ ~ MJ RETAINER AN GLAND p SECTI ~ THRU PUMP STATE QN AssHOWN
~ v ~ ETA1L, THIS SHEET' SEE DETAILS w ~ START 6 PVC 6 -0 HIGH CHAIN tTYP. OF 5 JOINTS) IOINTS) P3 N.T.S.
~ ~ LINK FENCE FORGE MAIN /
4" M,J. D,I.90° BEND I ~ ~ ~ . ~ r ~ ~ . X 'I ~ ~ 1 WITH THRUST BLOCK 1° BEND BLOCK '21 ,
anc~ ~ V i yr k'
L-4 LIMITS OF
CLEARING
U~ CIL BYPASS PUMPING CONNECTION 50" 411 x 6 It -tj 12" 0 1' 2' P3
N.T.S. .T.S. 3/8 t1=1 t_0„

i
1 -6 3 -0~ - °o
/ OVERLAP MAX. SPAC{NG OVERLAP iv L =THE DISTANCE SUCH THAT POINTS N
EXISTING SLOPE TOP ALONG EDGES BOTTOM CLA`. CLASS B RIPRAP i A AND B ARE;~;OF EQUAL ELEVATION
R / A FLOW ~
f~ / ~ - ----t----`--------- ~ ~ - /
' q w W 0_ )F STORMWATER q q ~ - A L B
°p, ~oA;.a.a.,, ~ O o_ TOP ELEV. OF STORMWA A , o ....STAPLE LOCAl10NS (TYP.) A. A.A A. .A•AO. •A• ~ ~ a I I i/, / :q ~ .a, .a, •A~ A. J f-{n d J f //j ~5 OR #57 CJ 1 w 1 ~ ~ ~ r~
SNyr L ASHE W D STONE ' A.. 4V ~ Y OR 57 ~ C~ ,SHED STONE C~ G~ GJ C~J ~ 1 a -
w (J. o '~o~A A A r w / . too > ~ I ~ I ~ NOTES:
'"~a~o a'a a o w o Q ~D: AP,' ' V ~ to fi o O ~ 'A A ,A oo... _ GRADE SLOPE ~ / ~ ~ ~ ~ ~ 1.) SET SPACING BETWEEN DAMS TO ASSURE THAT CJG~C~~J~CJC~
i~ ~ ~ f ~ / ~ ~ f f / f / THE ELEVATION AT THE TOP OF THE LOWER DAM
6 MIN• ~ ~ ( i /.tip l,.ti o a e ~ i IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM. ~ ~ VARIES w W
NCDOT 5 OR 57 ~ D ~ ~ ~ RADIUS TO # # w 3-0 ~ W VIEW °C ~
WASHED STONE a_ ~ ~ SIDE VI E n. o ~ ~ ~ ~ ACCOMODATE ~ ~ ACROSS I+fiIDOLE w p - a
LARGE TRUCKS ~ ~-tn ~ ( w > z ~ s ~ NEW CONSTRUCTION ~ 4 © © o na. VARIES EXISTING SLOPE 3A ROCK CHECK ACI a
> to o ~ ~ w VARIES SD-1 NOT TO SCALE ~
50 MIN. o w to f to i~ t3 tL o ( ~ N z cv W
e v ~ p W ~ r EXISTING 35 MIN. 15 MIN. w~ ( o NETTING OR MATTING ~ ~ i r O ( \ Z
ROADWAY ~ (SEE SPECIFICATIONS) \ ~
~ /i/ % f ~ ~~f~ NOTE: 3:1 SIDE SLOPES UNLESS OTHERWISE NOTED ON PLANS.
f, ~f ~ ANCHOR TRENCH f`~
- ~y ~ a~ , STRAW W/ NETTING OR
EC~D OF LINER SHEET / 6 MIN. 12 MIN. INSTALLATION OF LINER; KEYED RIP RAP ~ TEMP DITCH LINER
SECTION ~ w
1.} APPLY LIME FERTILIZER AND SEED; BEFORE LAYING LINER. NOTES: ~ a ° ~ W Q ~ ~
Y N F O TOP OF SLOPE OR CHANNEL AND UNROLL IT DOWN THE GRADE, ° ~ ~ ~ r- ~ A~
1, ENTRANCE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABLIZED. 2.) LA LI ER R M ) W Nil WINKLES. DO NOT STRETCH LINER. ALLO NETTING TO LAY LOOSELY TH R 5 OR 57 WASHED STONE ~ ~ ~ ~ N O
2, CONSTRUCTION ENTRANCE SHALL BE PLACED FOR MAXIMUM UTILITY BY ALL U E UPSLOPE END IN N NCI~IOR TRENCH 6" DEEP COVER WITH SOIL AND TAMP 3.) B RY TH A A , m
CONSTRUCTION VEHICLES. FIRMLY. PROVIDE STAPLES 1" WIDk: x 6'° LONG MIN. AND OVERLAP AS SHOWN ABOVE. ( ) V EW _ C) N ~ INT VIEW
NOTES: FRONT 4,) TO JOIN TWO STRIPS, CUT A TRENCH AND ANCHOR THE END OF THE NEW LINER. C.')
3,) PERIODIC TOP DRESSING AND ROUTINE .MAINTENANCE SHALL BE PROVIDED ON @~ ~ 1.) HEIGHT AND WIDTH DETERMINED BY EXISTING TOP( I OVERLAP THE END OF PREVIOUS ROIL 12 MINIMUM AND STAPLE AT 12 O.C. :XISTING TOPOGRAPHY AND SEDIMENT FOR DITCHES WITH HIGH ~ ~ ~ VOLUME FLOWS, ROCK SLOPE PERMANENT -GRASS LINED
ENTRANCE AS REQUIRED. CONTRACTOR SHALL STOCKPILE FRESH STONE ON S TE. BELOW ANCHOR TRENCH. STORAGE REQUIRED.
2.}KEY RIP RAP INTO THE DAM FOR STABILIZATION, MAINTENANCE 4,) ANY MATERIAL THAT MAKES IT TO EXISTING PUBLIC ROADWAY SHALL BE REMOVED 3.} DO NOT PLACE CHECK DAMS IN LIVE STREAMS. ABILIZATION. PROTECTION MAY BE NEEDED TEMPORARY -STRAW W/ NET OR ~ STREAMS. PER STANDARD DETAIL TEMP DITCH LINER
AND CLEANED IMMEDIATELY. INSPECT PERIODICALLY OR 4,}ROCK CHECK DAMS ARE PLACED ON EACH SIDE O EACH SIDE OF IMPACTED STREAMS ~ ~
AFTER RAINSTORMS FOR 000'INTERVALS BETWEEN STREAMS. EROSION OR FAILURE. REPAIR AND AT 1 STREAMS. '
i' ~ ALL WASHED OUT AREAS BY
RE-GRADING, RE-SEEDING, ~ , ~ - NOT TO SCALE CHC L~ ~ IC L ITC ~ ; T~~
SD 1 AND RE-INSTALLWG LINER f; SD-1 NOT TO SCALE AND MULCH AS REQUIRED.. SD-1 NOT TO SCALE ~-E SD-1 NOT TO SCALE
-
TemQOrary Seedina ®0115
Dec. 1 -Apr. 15 Rye Grain 120 ' 14 LF MIN.
Kobe Lespedeza 50 Apr. 15 -Aug. 15 German M~Ilet 40 ~ -;~~o SILT FENCE. ~ , REQ'D j
\ ~ . fl ~1 ~ ~ ~ oo
Au .15 - Dec. 1 Rye Grain) 120 WIDTH VARIES ~ ~ ~ o 9 \ Tine 3,000 ~ \ ~
Fertilizer 90-10-10 800 AS NOTED flN DRAWINGS o AS NOTED NEW PIPE LINE ~ _
Mulch Straw 4,000 ° FILTER FABRIC TO °°O op T -ii - O ~
4 0 BE KEYED INTO ~p STATE ROAD ~ ~ ~ ii
Permanent Seedina cA P anon. Dates ass e P unds cre TOP OF SLOPE o
o°c~ ° Feb, 15 -Apr. 30 Tall Fescue 10 COQ o°Q° °oaQo ~ ~ ~'~CULVERT
~ Pensacola Bahiagrass 50 0° Se t. 1 -Oct. 31 Kabe Les edeza 40 ° ~C1 ° p Tall Fescue 100 ~ o~CC~ n 18 OF CLASS I RIP-RAP ~ ~ C~
~ PLAN w ~ t69 J
Pensacola Bahiagrass 50 a 3 z ~ a .a ~ SMOOTH FOUNDATION °°Q Lime 4,000 -`1 1 ~ ~ Q q ° ~ ~~oqo ~ c~n
- - oQ 1 ~ oc~ UNDER FILTER FABRIC ° o Ferfil~zer 10 10 10 1,000 ~ ~a O s °~t 0 oa°~ o ~ oQo ~ 1 Sn
Mulch Straw 4,000 q~~ D ~o ~ Qc~ ~~?~~D Q r p CJ p°
SEEDBED PREPARATION ° ~ ° ~ ooQ~C1o MIN. GRADE-~ CULVERT ~ ~ ~ ~ ~
PREPARATION OF SUBSOIL 45° ooQo~ ~ ~ ~ 00 ° oo ` LLI
A. Complete operations in the area to be seeded and pr~are subsoil to eliminate uneven areas and low spots. Brng Q~~.L! (YP) r T surface to the a proximate design contours.
B, Scarif subsoi toad th of 3 inch. R~nove weeds, roots, stones and forei n materials 1-1 2 inches in diameter and y sP 9 ~ C~C4o"~-'c~C~° TOP flF ~ Q ~ C6? anQo °aQo i ~ AS NOTED ~ I- ~~oo ~ NEW PIPE LINE a-
lar er. RIP-RAP NCDOT CLASS II PLAgNO TOPSOIL ~ ~ =24" MIN
DITCH INV EROSION CONTROL STONE (ECS) A. Place topsa7 during dry weather and on drryy unfrozen subsoil ;,f PROFILE ~
read to sot to a minimum d th of 4 inches. Remove etable matter and forei noon-or anic material from t sad B SP P ~ '~9 9 9 while spread'mg. {fade surface to provide positive drainage and prevent` water p~ding, Lightly compact topso~ with a least 'j
one pass of a cultipacker or similar equipment \fi~~/i~~'~~~ ~uNLESS sH©wN OTHERWISE
C. Maintain the finished ~rfat;es b rotectin and r lacin to soil and subso~ as necessar until the area is acc ted FILTER GEOTEXTILE (TYPE II} h y P 9~ eP 9 P Y eP ~ I undo' the contract. OR 4 No 57 STONE FOR SANITARY SEWER CROSSING ~
APPLICATION OF LIME AGGREGATE FILTER ~
A. Liming shall be done immediately after grading has reached the fine grading stage, even though actual seeding may not be done until several months later.
B. S read lime evenly b means of a mechanical distributor. INSTALLATION OF PIPE 0
_ C. en lime is distribu ed by aommercial liming dealers, sales sli s showing the tormage delivered fall be filed with the 5
Engineer and shall show the full tomage required for the acres rented. D, Inco orate lime in the top 2 to 3 inches of soil by harrowing, disking, or other approved means. SD-1 NOT TO SCALE CTI ~ LINE AT CULVERT DETAIL
APPLICA ON OF FERTILIZER SD-1 NOT TO SCALE SALE SD-1 NOT TO SCALE ~
A. Spread fertilizer oat more than 2 weeks in advance of seeding. 8. To verify application rate, determine acreage to be.fertilized and provide Engineer with total weight of fertilizer applied
to the area
C. Provide mechanical s reader for even distribution and s read half of the rate in one direction, and the other half at P right angles to the firs .Mix thorougf~y into upper 2 to 3 inches of soil by disking, harrowing or other approved methods.
- a~.
~ ~
ENTRY POINT STONE FILTER OF 1" GRAVEL PLACED ' - ,~a AGAINST FENCING WHERE REQUIRED. ~o~~a~~~~`
ENTRY POINT OF DIRECTIONAL BORE OF DRY JACK & BORE 3' LONG MIN., 2" x 4"
STEEL POSTS " x 4'° 8'-0" MAX 8'-O" MAX l~l~
f?~ 0 _
0""... ° ~ 0 ~ 0 MUD ° ~ ~ - A ' r ~ - ~ . z WIRE
PIT ~ ° ' ~ ~ MESH
,.i a° ° ~ a o o $~a I° ~~~r'e
~ II ~I I ~ j O z SILT
° R ~ ~ f I ~ oQ ° ~ o00 TYPICAL ~R TYPICAL INLET ~ ~ FENCE
SILT FENCE ° ° ° OR BAST P b ~ SILT FENCE TO BE , @ ~ o 0 OR BASIN 'J
TO BE INSTALLED SILT FENCE ~ 2 _O O0o Cy~~ U INSTALLED ~ TO BE o0
~ ®oo MIN w ~ ' ~ INSTALLED ono y
~ ~ ~ ~ #57 STOP #57 STONE i t APPROVED SILT ~ i 6" x 6" WIRE ~ _ i i DESIGNED aY;
i ~ FRAME ~ ~ ~ i i ~ EML
C1 ~ _ o o ~ ~ o ~ ° ~ ~ ~ ~ i ? FIABRICING ~ ~ MESH BACKING ~ i ~ ~ ~ ~ i D TCHOR 'DRAWN BY:
II , s ~ I ~ < ~ n_ GATHER ~ < _ _ _ - . _ -STREAM .ROAD - _ ~ I 1 /4 WIRE -MESH EXCESS GATHER F i i i i ' i i r i ~ EML
_ _ . ~ CULVERT ~ ROAD ~O ~ ~,o c I ~ ~ CORNER.. EXCESS AT ~ ~ ~ ~ i i i , i ~ ~ CORNERS" I ? ! ! ~ CHECKED BY:
1.33 Ib/ft STEEL POSTS CAT
~ j ~r SILT FENCE ~ ~ SILT FENCE STEEL ENCASEMENT PIPE 1' _ PROJECT NO.:
TO BE TO BE tl ~ ~ ( Note;. Stockpiles will be the INSTALLED - 3034-H
INSTALLED NOTES responsibility of the DATE;
~ ~ contractor. He shall secure a 1. DRIVE POSTS INTO THE GROUND TO A DEPTH ~ t ~ ~ TO A DEPTH OF 1.5 DECEMBER 2009
~ site far an stockpiling and ~ Nate: Stack files will be the CLOTH (23 GAUGE MIN.) A. POSTS SET AT DEPTHS OF 4' FOR EARTH BACKFILL. ANCHOR DITCH
~ ensure tha said file is ~ p 2, WIRE MESH SHALL BE HARDWARE CLOTH (23 ~ ~ P ~ respansibilit of the y ENI NGS. E ~ properly surrounded by silt ) / contractor. He shat! secure a AND SHALL HAVE 1/4 MESH OP OPENINGS. BURY FABRIC 1° IS 9" x 9" AND FILL IS T4 BE COMPACTED. SCALE: NO SCALE
~ ~ fence. ~ / ND EXTEND TO THE TOP OF THE POSTS. o ~ site for an stank ilPn and A ~ P 9 E POSTS. B, PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A
O ensure tha said pile Es 3. SEDIMENT CONTROL STONE SHALL BE #57 ST L BE #57 STONE, HEIGHT VELOCITY BREAK AND SILT TRAP,
~ properly surrounded by silt 0 T WIRE MESH SHALL BE 12 INCHE BE 12 INCHES.
fence. OF ST NE A ~ v ~ ~ 4. FASTEN FABRIC SECURELY AT THE CORNER R HE CORNER POSTS. C. CONTRACTOR MAY USE MATERIAL OR METHOD UPON APPROVAL
tl FRfIM ENGINEER. euGCr nc
EXIT POINT OF EXIT POINT OF SILT FENCE
o Qo DI RECTI ONAL BORE DRY BORE & JACK J Q) Ln - S&EC DRY JACK & BORE DETAIL INLET
10 U Q)oo o S&EC DIRECTIONAL DRILL DETAIL rg ~,oN~ r8 'OTECTION SD-1 NOT TO SCALE
Q) cn o \ - SD-1 NOT TO SCALE
0 W o ~n SD-1 NOT TO SCALE SD 1 NOT TO SCALE

ROADWAY GATE OPENING
PAVED AREAS AS SHOWN ON SITE PLANS ~~4'-O"
{ ~ 1D°-Dn MAX 12°° THICKNESS I-2, . SEE NOTE 2 I PI ERSDNNEL ~
H OR HB BITUMINOUS z_ {UNPAVED AREAS) {UNPAVED AREAS ' 90% SOLiD '
CONCRETE g CONC. ENCASEMENT CONC. ENCASEMENT S OF B RBED WIRE V C 3 STRAND A A PRI ACY FABRI 10'-0" MAX 10'-0" MAX GATE
AT 3000 P.S.I. AT 3QOp P.S.I. ~ (4 PT BARBS 3 O,C.) TYP. TOP PAVED AREAS I I I 1
TYP. FINISHED GRADE ( SURFACE IN I PP TOP RAIL TOP RAIL C.' ~
;PAVED AREAS r IN UNPAVED AREAS 12 THICKNESSI-2° H OR HB BITUMINOUS ~ e
N CONCRETE
a _ I ~ I I_I I _l 11~I l l_ VALVE BOX r ~x ~ ~
• I l I- I I1=11 I-l i CQVER TpP RAIL, TYP ? )h, SEE NOTE 1 ~ . ~ . ~ ~ BRACE
a R` SEE NOTE 1 ~ ~
I ~ Q . g 9. d... ~ a o BRACE
i~ I BASE COURSE ~ ~ ~ 7 GAUGE ~
~ ~ '~a TENSION Y v ~
VALVE BOX i O° ~ ~ n WIRE {
-°~NOTE TO CpNTRACTOR: . ~o ~ . ° a a .375 DIA TIE RO
TAMPED BACKFILL-®' I VALVE BOX SHOULD NOT ~ • FINISH X` WITH TURNBUCKL ' a
CONTACT MAIN OR VALVE ~a GRADE !~{i I I ~j~y~j~ " `~~~'`{i I I ~ yv~~~~ ~~~~~iy~f I I ~y~~i~~ %~~j~~~ ~ i~~~,i/~
~ ~~Y; I I TYP CORNER POST '~~i 11 t/! ~~i, IC ~~if~{i i I sir MAIN i I--VALVE n R II ~ ~ II TYP LINE PAST 11 ~ i~1 I I ~i I I ~i~,~~ WITH TURNBUCKLE I I ~ ~'~i~~~i I I ~~i,~r I I ~i~~i " ~
2 0 o I (3 O.D. END, ~ 11 n II o ~i I I 1 I CORNER BRACE I (2 3 js fJ.D.} i I I I I ' ~i I fi I I ~~i o ~1i I I I 2 O.D. BOTTOM RAIL
i~ ° ~ ~ r~ 11 II it I I ~ I 2" O.D. BOTTOM RAIL I I I I ~ ~ I I TYP GATE POST ~
TAMPED BACKFILL I BLOCKING u u u ~ PLAN CONCRETE CONCRETE (3" O.D.) ~ a u TYP GATE POST u u u
n ~ io ~ SECTIQN 4TES> ~ 12 8 1 ~ a " (3" O.D.) ~ " CONCRETE 1-~' CONCRETE 12 w
SEE NpTE 3 z r, c' C y
1. D.I.P. MAY BE USED FOR VALVE BOX EXTENSIONS. ~ ~ ~
'i 2. VALVE OPERATING NUT MUST BE EXTENDED SO
i THAT THE DEPTH IS NO GREATER THEN 5' FROM COINER LINE THE SURFACE USING A MANUFACTURER APPROVED ROADWAY GATE PERSONNEL GATE f ~ n.
EXTENSION KIT. , L.. *G
3. PRECAST CONCRETE ENCASEMENT IS ALLOWED ,
OUTSIDE OF PAVED AREAS, NOTES. 1. N LINK FENCE CHAI NOTES: 1. PROVIDE LOCKING LATCHING DEVICES FOR SECURITY. (PADLOCKS BY OWNER)
z. ° 2. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSIl10N, ti
SD-2 NOT TO SCALE
3. L I TLATI T A 3. IF ROCK IS ENCOUNTERED WHEN SETTING POSTS, DRILL HOLES 4-INCHES LARGER IN " DIAMETER THAN POSTS AND BAGKFILL TO GRADE WITH GLASS "B" CONCRETE,
SD- NOT Tp SCALE
lu _ 7
- Cr
PROPERTY W
WATER TIGHT LINE
PVC SADDLE ENTIRE SERVICE SAME MATERIAL UNLESS IN PAVED AREAS PLUG I F®~11
(WHERE THE WYE, BEND AND RISER MUST BE CAST IRON} I
SPECIAL GASKET 8Y THE PVC SADDLE ~ Z ~ ~ X 1 Z"X 4" P>PE MANUFACTURER WITH 12"X12"X4" i
soLVENT CEMENT sEA1 CONCRETE PAD s~.rcoN SEALANT APPLI® CLEAN CONCRETE PAD PAVEMENT ~ I J CLEANOUT IGRADE o
To ~Tw SAES PLUG ! PLUG WITH
FINISHED RECES` P P° P 9 RECESSED ~ II III IIE=11 fl~~lII=III-11r TI ~ • SLOT =III 111 1911 6° MIN. ni-ir=~~~=n~= s
12 _p GRADE SLOT F- tr
SEWER MAIN P SEWER MA2i ° n ° n `L r rr o ""-FLO P 4. OR ~~a ---1J8th BEND ~
VARIES 4_p 6 -O I 6 -D 4 E! P FLOW ~ ~ a ~ P 0 4 ~,,r--WYE ° ° z BEND
. o ~ ' , . ~ . . o I OF 1.0/ ~ ~ MINIMUM GRADE --WATER TIGHT
0 : ' ~ ~ ~ ~ ~ PLUG III Ili-iii III III-III Illlll_III-11H1 ~ M i n i ill .III III III-1I I I Il II I~ I I I I F--III I I rl I1=1Il-111_1 I1= ~
I ~1l l-1 II 11( 11 ice) I I , I1 I,. I I I_I I I-I i I=III III 111=1 ~ ~-I ~ tg{
2 - 5TAINLESS STEEL BtWDS DOUSE STP2dlES5 STEEL BAt~ ~ I LOIN NOTE; ,llli~~l~lllll-IIICOMPACTED SOIL -1 LONG SWEE MAIN ~
' I RIBBED PVC PIPE PVC PIPE WYE ~ /s BEND ~ SLOPE AT 1 /4.12 ,SLOPE AT 1 /4:12 3, SAN SEWER SERVICES WHICH TAP TO BE MADE ON THE TOP QUARTER OF O ~
~'1 I 12:1 S• 1 12.1 (Op ARE 14 TO 20 FT DEEP SHALL THE MPJN IN LINE WYE IS THE PREFERRED p ~ REQUIRE BEDDING IN t~
SCpp 3:1 ~ ~ I ~j ~ Mq ACCORDANCE WITH SPECIFICATIONS METHOD FOR SANITARY SEWER SERVICES W W
~E ~ ti~ ~ ~ ~ ~ i / ~ D~ SADDLE / / Y ~ ~ \ ~ ~ / ~ ~ ~ ~ ~ SPECIAL GPSKET BY THE FOR FLEXIBLE PIPE SERVICES. ~ W
i ~I i ~ ~ PIPE MANUFACTURER WITH CUT SECTION FILL SECTION OVER 20'AND UNDER O ~ 3' DEEP SHALL REQUIRE DIP THREADED Z
I SILICON SEPLANT APPLIED TO BOTH SIDES PAVED SURFACE BRASS PLUG ~S ~
8° AGGREGATE BASE COURSE
FINISHED THREADED ~ ~ ~ ~ GRADE BRASS PLUG II ~ ~ ~ ~
COMPACTED SUB-GRADE SEWER MPYd P ti CAST IRON OR SEE ~ ~ END OF LINE DUCTILE IRON PIPE ENCASEMENT ~ ~
IN LINE FL{ ..~--4" THICKNESS ; , 6„ DETAILS a 6„ ~ faTH BEND ~
TYPICAL GRAVEL DRIVE 300 pai CONCREfiE CAST IRON '
SD°2 NOT TO SCALE. _
2 - STA~.ESS STEEL BANDS
LEANOIJT DE C DUCTLE IRAN PIPE ~ JOIJT DETAILS SIDE VIEW TOP VIEW CAST IRON WYE o
5D- NOT TO SCALE CLEAN OUT FOR SCALE WELL MAINTAINED AREAS CLEANOUT IN PAVED AREAS ~
z
RY EWER LATERAL CONNECTION SAN LTA S
4 . ~ SANITARY SEWER TAP AND SERVLE
SD-2 ' NOT TO SCALE
SD-~ NOT TO SCALE
ALUMINUM
LANE CLOSURE ON A TWO°LANE LOW-VOLUME ROAD LANE CLOSURE ON A TWO-LANE LOW-VOLUME ROAD 'F'~ GUIDERAIL ~
' fTWO FLAGGER OPERATION) PONE FLAGGER OPERATION) tTYP. OF 2) %2" DIA. MOUNTING HOLES
3
aE,n tzoa') 500 PUMP STATION WALL •
~ EXIST MAI::I t200')5oa° VARIES (24 - 36 ) ICI.) 7"
~ UNDISTURBED S.STL, CHAIN h tom, ~ TRENCH WALL
NOTES: °
I " S STL. 4 . W E PING N TAP ~ p caao) 5Go 40O C BLE
~ - SLEEVE ALL FITTINGS SHALL BE COVERED A Q 5a' tat) it fl ~ Q
t200~) 5aa' t2oa') soo° WITH 10 M L POLYETHY ENE SFIEETS fl ~ ~ NEW TAPPING I , L _ W
~ ~ p ~ VALVE PRIOR TO POURING CONf~ETE BLOCKING aoa D-L ~IINCH O'_
~ ~ d To © 106 CONCRETE p ~ p~ Q aoa' b y BLOCKING ALL BACKFILL TO Z'-0" ABOVE PIPE ASSEMBLY m , ~ ~ ~ ' jl N
taao') 5aa' p © ^ p~ SHALL BE A MIN. OF 95X STANDARD CCU' W W,
© © PROCTOR BUFFER ~ S A
~ ~ ~N
~p To TAPER PVC PIPES SHALL BE SUPPORTED EITHER STATIC HC N © too'Maat ~ ' SIDE OF SADDLE LOCATION WTH CONCRETE ~ BUFFER ~ L~~P TIC HOOKY II ~ Q DESIGNED BY. EML A x-10-~
~ SPEED BUFFER sao't2oo') n 5n'MUa ENCASEMENT PRIOR TO INSTALLING SADDLE ~P - I DRAWN BY: ° ° I-
LIMIT tFT) T4 TAPER ~ too'MAIt PLAN 24" = 49" ~411 _ 49" ~10" ° ~ EML
~ 35 200 ~ ~ 36" = 34" ~ 45 aso caoa') 500°' Soo t2oo )
STAINLESS IFTING ~ 55 400 Y L ~ UNDISTURBED STEEL TUBE HEIGHT 3CIIFTING ~ ~ Q 3 " gASE ASSEMBLED SECTIUN J CHECKED BY. CAT
~ 5oo't2oa) TRENCH WALL HEIGHT Ia II PLATE 3/811 PROJECT NO.:
~ W NG DAVIT 50o taoo) NEW TAPPING NE TAPPI Z 3034-H
SPEED BUFFER ~ ~ irea SLEEVE ` VALVE STAINLESS ~ LIMIT tFT) ~ WEEP HOLE DATE;
~ ~ 35 aoti a . STEEL TUBE FLOOR MOUNTED DECEMBER 2009
Q ~ 500 t2Q0) 45' 350 saa t2oo') o MAST STAINLESS STEEL _ STOP SCALE.
~ ~ 55 4an y ~ CONCRETE ~ c {;RUSHED STONE SOCKET ~ LIFTING ° NO SCALE
U~ BLOCKING ~ ~ a BEDDING NOTES NDTES~ (SEE CHART - ANGLE
~ ~ FOR SIZING PIER '-UNDISTURBED
I t) A SINGLE FLAGGER MAY BE ADEQUATE FOR LOW VOLUME 1) FOR OPERATIONS OF THE "ROPD WORK j 4QMINUTES OR LESS, 'Q APPLICATIONS. WHERE ONE FLAS?GER IS USED, SUCH AS FOR SHORT AHEAD° SIGN MAY BE OMITTED BOTTOM i NOTE; ° SOLID SIDES
v WORK AREAS ON 5TRNgiT ROADWAYS, THE FLAGGER MUST BE Y1518LE it Ta PPPROACHING TRAFFIC FROM BOTH DIRECTIONS. 2)FOR TWO-LANE, LOW -SPEED t35 MPH ~ LESS)URBAN STREETS,A ELEVATIpN 6a OVERALL 1C~MOUNTING HOLES ARE 10" AND BACK
~ _ 200 FOOT SIGN SPACING MAY BE USED. ' N~IGI-IT m C( II C~II[[T °~k1
2) FOR OPERATIONS OF BO MINUTES OR LESS, THE "ROAD WORT( AMEAD SIGN MAY BE OMITTED 3)GENERALLY,THE USE OF "END ROAD WORK" SIGNS 15 OPTIONAL FOR Q \ 'JVLw OIIGCI ~~a yr vv
q~ SHORT DURATION WORK SITES. HOWEVER, IF THE WORK SITE, ITSELF, IS Q U 3) FOR TWO-LANE, LOW - SPEED (35 MPH OR LESS) URBAN STREETS, A LONG, OR THE BEGINNING AND END OF THE WORK SITE ARE NOT VISIBLE ALUMINUM SIDE GUIDERAIL ELEVATION
O Q) 200 FOOT SIGN SPACING MAY BE USED. TO A DRIVER PASSING THROUGH IT, THEN "END OF WORK" o TAPPING SLEEVE AND VALVE N L 1 SIGNS SHOULD BE USED. 8 WHEELS
o Q PORTABLE HOIST NOT S 0T TO SCALE ~ (J, 9 HOIST AND BASE DETAIL (TYP.OF 4)
~~o ` ~o TRASH BASKET DETAIL SD-2-
7 TRAFFIC CONTROL DETAIL p- o NOT TO SCALE
SD-2 NOT TO SCALE \&LJ/ NOT TO SCALE

NOTES; STANDARD THRUST BLACKING SEED AND MULCH MIN. 2" OR MATCH EX. :,I, PER EROSION ASPHALT THICKNESS
CONTROL AND WHICHEVER IS GREATER. I~
1. THRUST BLOCKING SHALL BE USED AT BENDS, TEES, OR WHERE DIRECTED BY ENGINEER.. ) EXISTING SURFACE MIN. 6 CABC OR SEDIMENTATION MATCH EXISTING
OC S CHES ENCASEMENTS FLOWABLE FILL ETC. SH LL STANDARD MANHOLE - ~ 2.) CONCRETE THRUST BL K , AR A PLANS AND SPECS EX, GRAVEL GRAVEL THICKNESS,
W GS 0 OVIDE E 'D S fl RING AND GGVER ~ BE FORMED USING PLY OOD OR SANDRA T PR R Q HAPE. / - _ i/j///j//~,% j~ / / / ! SURFACE GREATER ER IS
o MANHCLE V\ \\~~~A 3,j CONCRETE SHALL BE 3000 PSI MINIMUM. 'I _ BREAK PGINT /i~/\i / ; ~ \i\V\VAA\\\~~~ 1~4~`;~7t~~:: ! 8" M1N. "
..a _ _ ~ i o o ~ / ~ z ~
} ~ 4. CONCRETE SHALL NOT ENCASE OR CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS, ! ~ ~/~/~V~~/ ~ ~ ~ ~ ~ B ' SELECT COMPACTED '.'r' ~ w . 12" . ~ " ~ ~ 12'° 12 12 ~
W W ETHYLENE PL STI G TO PREVENT BOND. ~ 3 ! .n z ~ ~ RAP PIPE ITH 4 ML POLY A usE FQUR /a INCH ANGHQR .d - r FINAL BACKFILL d;, v 1~ ` BACKFILL a o COMPACTED FILL ~ COMPACTED FILL
BOLTS TO BOLT FRAME TO k•~ ECCEN~+~IC TAPER ~ TAMPED IN SPACER. USE ROPE MASTIC cv o ~ i I U Ali,/. ~ O ~ //A, f`y~>>~ ~ ~ TRACER WIRE ~`y~~~f~ I ~ i ~ ~ TRADER WIRE a
CONCRETE THRUST BLOCK SCHEDULES SEAL BETWEEN FRAME uNlr o 12 LAYERS / , z
PIPE BEND DESIGN i; AND sPAGER, _ ~ ~ _ _ _ _ w / ~ V\ UNDISTURBED EARTH ~~~~f~r ~~~,i~~,~ i~~i~~,i~~r r~~i~~ > ~ ~ :fi~~~~~~j 12" ~ 12" ii%~yi 12" 12" i~f<<~~~ ut
SIZE 90° TEE 45° 22 1 2° 11 1 4° PLUG PRESSURE ~ w ~ ~ / , / MI N ~ MIN MIN MIN
MANHOLE STEPS IN H L H L H L H L C D PSI) 1 STANDARD N0. 70.4
~ f\ • 4 1.0 2,0 OJ 1.4 0.5 1.0 0,3 0.7 0>5 1 A 100 ALONG A VERTICAL ~ ; ~ • . • ; ~ , X12 COPPER ~//~`~,`C/~'C,{~A~\1~~A~~\\;~~~~A'~~A~~w~~~~%`~`r'~~~ ~~'~~V~wA`~~V~;~~~~\~,~~~'C%~1w~~~1~~~/i~/i
WALL NOT OVER THE -a- ALL LIFT HOLES WHICH 6 1.4 2.8 1.D 2,1 D,7 1.5 0,5 1.0 0.$ 1.5 100 INFLUENT OR 4 DIA COMPLETELY PENETRATE o 1 C FILL ~ ' . , ~ ~ ,fj~ ; TRACER WIRE ~~ti
QR NITIAL BA K • ~ . ~ ~ . 8 1.$ 3.7 1.4 2.7 1,0 1.9 D.7 1.4 1.D 2.0 100 EFFLUENT PIPE THE MANHOLE SHALL BE ~ 5 DlA FIL ED WITH NON-SHRINKING -I TAMPED I N ~ f\ . - ~ - - ' CARRIER. PIPE CARRIER PIPE . //A~
12 2.7 5.4 2.0 4.0 1.4 2.8 1.0 2.0 1,4 2.3 100 oR L ff . GROUT. t- 6 LAYERS ~ ' ' ~ ~ ~ ~ ~ PIPE BEDDING, GLASS I
O-RING JOINT OR I • ~ ~ ' 19 3, 1.3 2.6 1.8 2.5 00 6 DIA o • 16 3.6 7,1 2.6 5.2 7 1 BUTYL RUBBER JOINT ' . ~ : ' ~ ;~57 OR X67 WASHED ROAD CROSSING DETAIL GRAVEL DRIVE REPAIR DETAIL
20 4.5 9.0 3.3 6.6 2.5 4.8 1.6 3.3 2.0 3.5 100 TOP OF PIPES/\.., ~ . . . • / j/ STONE COMPACTED MIN. OR MATCH EX. "
24 5.3 10.5 3.9 7,7 2.8 5.5 2.0 3,9 2.3 4.0 100 I °Q \ 0 0 0 } o~~(} o° ~ TO 90~ STANDARD ASPHALT THICKNESS MI N. 4 OR MATCH
30 6.5 13.1.4.8 9,6 3.4 6,9 2,4 4.9 3,0 5A 100 ~'-4" TYP. ,A o°Q °Q a~ ~ PROCTOR DENSITY WHICHEVER IS GREATER. EXISTING CONCRETE
o00 00 co 36 7.8 15,6 5.8 11.5 4.1 $.2 2.9 5.8 3.5 6.0 100 PIPE BEDDING ;f\ o o~ RISER C~oa\a~~ C~oa EXISTING SURFACE THICKNESS PLUS ONE Jt C~ o 0 0 0° ~\//\\i GREATER GHEVER I S
a a 42 9,1 18.2 6.7 13.4 4.8 9.5 3.4 6.8 4.0 8.0 100 UNIT Q ~a~~a ~~Oo b
° ~o° o 48 10.4 20.7 7.6 15,3 5.4 10.9 3.9 7.7 4.5 9.0 100 s" ~ 5" ~ ° ~ p oo~~~p~oa~'o~ f//~l PIPE GRADE ~ N..~, w t _ ~a ~ o o ~ ;..t:.., CABC
~ ~ / /j fj , BASED ON AVERAGE SOIL PASSIVE BEARING
BASE UNIT A ~~~/i~/iA1~fy STRENGTH OF 2000 PSF USING SAFETY FACTOR OF 1.5 \\\fl~\\~\\/ 12" g W 12" ~ ~ W STONE BASE ~ r
WIDTH WIDTH o p COMPACTED FILL o d COMPACTED FILL 1
BRICK & MORTAR INVERT OR PREGAST INVERT y~' ° al I i I ~ .~r ~ ~ ~ ~ ~ r TRADER WIRE v~~i ~ TRADER WIRE
UNDISTURBED MEETING SPECIFICATIONS O,D, -k 24+o MIN PIPE .a• NOTES: O.D. + 48 MAX . + 24 MIN ~,ii~~i~!~i ~ ~f~~ ~,~i~~i i~ ~'1~ii~% ~r [ , .+48 MAX ti~~ ~ _
EARTH •4. o e ~ A~/~V~%`~rl 12" 12" ~''!r%~ i ~f~V~~~~r~/ 12" 12" l~~lfV~ ~p
18° 0 14°. FOR 1. TYPICAL FOR PIPE DEPTHS OF 3 T TO 14. FOR DEPTHS GREATER THEN 14 i~°i~~`i~~ ~ ~~~~'~4i' ~i~~~i~~i ``r~~`i MIN f M!N MIN MIN ~`~~`~f~~`` ~
% MIN. THE INITIAL BACKFILL SHALL BE SAME MATERI SAME MATERIAL AS PIPE BEDDING MATERIAL, !i~~f~~~%;~(~ ii~~~~i %~~~~~i~~~i f~.~i~~
TRENCH WIDTH ALL TRENCHS 20 OR GREATER SHALL BE DUC n ~ IALL BE DUCTILE IRON PIPE. ~'~yiitiii~ii~~!!%!i%fi~~!~iy ~~i~~i~~i~i' ~!{~~~ii~t%ii~i~~!i%~~i~`~i~i~ii~~r ~
(O.D. 1$ MIN) 12 ~ ~ 12" BEDDING / ~ ~ i j~ 2. FOR DEEP TRENCHES REQUIRING SHORING AND ROBING AND BRACING, DIMENSIONS SHALL BE CARRIER PIPE CARRIER PIPE 0. ~
~ i CLASS B w TAKEN FROM THE INSIDE FACE OF THE SHORIN h~ THE SHORING AND BRACING. r ~m
I ~ ~ TYEICAL MANHOLE 4So CONCRETE - - / ~ 3
- - U / ~ I .In,, , , 3, STONE BEDDING FOR PVC WATER MAINS SHALL ~ t~ SD-3 NOT TO SCALE MAINS SHALL BE REQUIRED WHERE ASPHALT DRIVE REPAIR DETAIL CONCRETE DRIVE REPAIR DETAIL ~W
_ ~ UNSUITABLE SUBSURFACE CONDITIONS EXIST A: I ~ ~I ONS EXIST AS DIRECTED BY THE ENGINEER. w NOTE: W
I / 4. U DE S 4 OR LARGER SHALL ALL OPEN CUTS ALONG SOIL ROADWAYS SHALL BE BACKFILLED WITH APPROVED ~ .-1 ARGER SHALL BE USED IN INITIAL BACKFILL. SUITABLE MATERIAL AND PROPERLY TAMPED IN ACCORDANCE WITH
- = NO ROCKS OR BO L R i~~ _ SPECI FI GATI OHS. W
~ , 5. SELECT BACKFILL MATERIAL SHALL BE USED II .L BE USED IN ALL LOCAl10NS WHERE
r EXCAVATED MATERIAL IS DETERMINED, BY THE NED, BY THE ENGINEER/CONSTRUCTION 9 TYPICAL.. TRENCH SURFACE REPAIR ®0115
~ MAX.IENGTH OBSERVER, TO BE UNSUITABLE FOR BACKFILLIP R BACKFILLING. sD-s NOT TO SCALE Q
I TYPICAL PLUG ~ 9' FoR D.LP. ~ 6' F()R CONC. PIPE z
TYPICAL SECTION 6. ALL TRENCHING AND EXCAVATION SHALL BE IN : SHALL BE IN ACCORDANCE WITH THE LATEST ~
~ EDITION OF THE NORTH CAROLINA OCCUPATION;' TEE OR BEND STANDARDS FOR THE CONSTRUCTION INDUSTRY OCCUPATIONAL SAFETY AND HEALTH ~ )N INDUSTRY MANUAL.
RESILIENT-TYPE CCNNECTOR \ DO NOT GRDUT ca
d;iE CAST INTC MANHOLE WALL `Iti
T ~ PAVEMENT
1 2L 1 2L 'e' .DIG
w CLASS B : ~ ~ 4 SEE NOTE BELOW_i ~
~ ; CONCRETE SD-3 NOT TO SCALE ~ ~ I i
icr ~ UNDISTURBED ~ I , LlJ w J~
\ E RTH ~ ~ i~ o ~ ( A f i GROUT ONLY !2 CF PIPE a FINISHED PIPE DIA *2' ~ ~ ~
r ~ ~ W N TA I INV ' D' , D•r GRADE I ~ 'I ~ ~ HEN I S LLNG ERT ; ExIST. PAVEMENT z D ~ ~
D• ~ d /j PIPE MAY NOT E ~ FIELD INSTALLED . > ' ~ D MANHOLE THRaU~ 'IPE MAY NOT ENTER 0 0 ~ I O ~ W IANHOLE THROUGH CONE Q
~ - ~ II INVERT SECTION OR JOIP T~ D D. . ~ECTION OR JOINT oo ~ C~0 oQ o z~ iL W ~
G ~ ' • " ~ ; 0 0C TOP OF PIPE ~ w ~ ~ ~ tea'. oCX I ww ~ ~ ~
,'a~ WYE FITTiN( ~ t-WYE FITTING ~ . ~ CASING ~p~ b °
i i ~ ~ ~ 5~~~ °~0 °oU°~0 °0~°~' oC~ o~ I I oo„ r °Q~, D~. c~~ 'a
/ / ~ . i° . D ®a ~0~, DO NOT GROUT a . ( ~ D n
\ ~ a ~ ~ ~ / 0° 0~ J°~0~ " Ut ~ . a Q~ J e ' ° ' ° ,
I I o \ 0 Q o, ' D i\~ Q~-} OOQ 0 Ooo Q ~ °a0 ' '
I / ~ I ~ p p p ~ . e' ° ~ W P PIPE WITH 4 ML A ~ ~ EARTH ~a ,a. > , NOTES
RA ° POLYETHYLENE PLASTIC ~ d ; ' d ~ ' o U CASING PIPE SHALL EXTEND FROM CENTER OF DITCH
p o ~ o a -STONE BEDDING D' > ~ PIPE TO PREVENT BOND a . ° SECTION ' PIPE P ° ~ D TO CENTER OF DITCH AND A MINIMUM OF 5' FROM SECTION ~ ~ . ~ EDGE OF PAVEMENT. ~
p G AS REQUIRED i ~ • D' i~ D • n a 2) MINIMUM DEPTH BELOW FINAL DITCH GRADE IS 2 FT. z 1 °
M 0 0(~ ° p~. 0 0 0 D ~U ">~CJ~
~ ~J\o°O ~Oo°O ~\oU ~Q00 ' D ~ ~ ~ 000 ~ OQO 000 ( ~ ~ 9D° BEND _ _ ~o0q ~°G00~ 0°~00~ 000 o ~ 90° 8EN0 ° . °.~'a~C~ ~Q ° ~ TYPICAL. ~~RING DETAIL
PLAN TEE PLAN BEND rt . o oo~ ~ oo° U C) '6 A' VJ
S ~'u CII ~ ~ ~ ~ ~ D NOT TO SCALE ~ ~ ~C~O C~0
' s ' d ~ d V 1 1~ A ~n(~r'(` STONE BASE
~~D ~D~'D~c'~c~~~>. p A o TYPICAL MANHOLE CONNECTION ~ D M
_ 4 o ~ o 0 0 0 0 5D 3 NOT TO SCALE o o °oQo °nqo o°Qc conk ~~°~Qc GONC ENCASEMENT SECTIONAL PLAN
SD-3 NOT TO SCALE Do ~ oo\ ofl~ o0 oQ o0 °o o ~.,n~ ~..n.. ,,,,nn °,„n,. ~~,n,. sQOc r,~(; 3000 PSI NOT TO SCALE
8" STONE BASE 4SE ~
SECTION
FINISH GRADE o NQT TQ SCALE
LAG BOLTS THREADED HOLES-4 AT 90 NQTEs j T 4-112"x1-3/4" STAINLESS , ~ ~ ~ (TYP. OF 4) 1. TO BE CONSTRUCTED FOR DROPS AVER 30 . ~ ~D°.
24 STEEL (TYPE 316) HEX HEAD BOLTS . /s 2. PVC QR ABS FITTINGS MAY BE USED FOR THE DROP I F 'OR THE DROP IF THE MAJN LINE IS ABS OR PVC
cv z MIN 0 r ~ 3.APPRQVED PREGAST DROP MANHOLES MAY BE USED dAY BE USED
TYPICAL CONCRETE THRUST
Co 1 of 12" IN 0 S ~ TYPICAL DROP Mr LLAR. M N T TOP OF COVER CLASS B ~ ~ UNDISTURBED MATERIAL so-3 NOT T4 SCALE ~~~HQ~-E NOTE: NQ ENCASEMENT REQUIRED FaR
. , CONCRETE i ALL AROUND, .E ' SPACE GREATER THAN fit" /
ROADWAY CE ROADWAY 5' FROM ~ ! j~~j~\/
TIE RODS GL _ _ DETAIL CC ~_y -ate
a c ~ II ~ VEMENT COLLAR RESTRAINT 1 R PA FILL SLOPE ~ /\~f/\ ~
b m > c >
~ i Q ~ 6" PIPE 6" M ~
~ ~ i . > / ~ / ~ ~}.D. ~
soTTOM of ~ ~ o ~ I IIR L , TRENCH BOTTOM WRAP PIPE WITH 4 ML COVER \ 0 /2 ~ PLOWABLE FILL ~
° POLYETHYLENE PLASTIC z ' FULL TRENCH WIDTH
SECTION ~ MINIMUM AVERAGE WEIGHT STEEL PIPE SUPPORT I TO PREVENT BOND ~ IPE SUPPORT ~ (SEE NOTE 1) DESIGNED BY;
~ RING 190 ~ END SEAL (SEE SPECIFICATIQNS) :CIFICATIONS) ~ EXIST EML
O FINISH GRADE COVER 120 - GASKET ~ TOTAL 310 ~ tTYP.) I _ PROPOSED ~ PIPE DRAWN BY: . ; PIPELINE EML
~ ~ EXCAVATION fjA/\ ~ ~ I_ I II
FOR COLLAR w - 2 1 ~9 ~ TRENCH 12 ~ ,~`.'~a.;:, 6" MIN
a~ ~ ~ 3 11.11 X411 ~ TYPICAL CONCRETE WIDTH MIN ~t ~ Jq D.I. PIPE '°.'p:;:::.~' ~ CHECKED BY: i~ 12 MAX ~ GAT 6" MIN ~ "
~ THRUST COLLAR. ~ ~ 1'-1112" - I " I PROJECT NO.: 12 MAX 3034•H
MINIMUM OF 12w INTO 1 I " f2 II I i II II a II G ;
~ UNDISTURBED SOIL. ~ ~ ~ le POLYVINYL GASKET BETWEEN ~ I I ~ g COVER AND FRAME SEAT g~ , 'DATE;
Q. ~ WRAP PIPE WITH 4 ML PROPOSED ~ DECEMBER 2009 EXIST
~ PO METHYLENE PL STI C I I L A I ~ ~ II LAG BOLT O f. : W /2 S 20 JOINT OF PVC F 1' _ _
TO PREVENT BOND ~ _ _ ~ a o 101NT OF PVG PIPE 20' JOINT OF DUCTILE IRON PIPE ~ PIPE ~ PIPELINE I SCALE;
N ~ ~ ,i ~ ..._3 STEEL ENCASEMENT 1" THICK NOSCALE COMPRESSIBLE
~ O CLASS B ~ ~ / " 1, _14 I 11 PIPE I -J II ~4 I II ~ CONCRETE ~ ~ 1 ~e 1 /e NOTE JOINT FILLER b
cv - ~ 12" MATERIAL
~ 4 3/a 4 3/a ENDS OF CASING CAN BE SEAL SAN BE SEALED USING MODEL AC MIN /~(1
~ !I-Q I/A" nisi I l1Rl PI. 11'1 fir Al /~AC~IJCT AC /~AC+IJCT AC+ 61AA111CAf~TI I~Cn DV~ CLlCCT nG .5~1
ruLL-UN UNU Or-ML l7/'1.1. ftG 1, /Aw bliJf\G I y !iJ 1911'UVVf M4 I URGU D 1 f ..+n~~i ~ v. vw
CE PRODUCT SYSTEMS,II ADVANCE q v x ELEVATION ' SYSTEMS, INC., OR APPROVED PROPOSED PIPELINE PROPOSED PIPELINE OVER EXIST PIPE UNDER EXIST PIPE
Q) Ln o EQUAL.
oaN o
2 5 TYPICAL MANHOLE RING STEEL ENC $ ,EL ENCASEMENT DETAIL TYPICAL PIPE CROSSING
owl - - SD 3 NOT TO SCALE SD3 NOT TO SCALE NOT TO SCALE
TO SCALE so s NOT TO SCALE