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THIS PROJECT ECRU SUPPORT
FRONT THE. GOLDEN L F FOUNDATION
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Clinton ~120 North Boylan Avenue Raleigh NC 27603-123 v HAR 1 ~ o y NF {1 1 r
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Zo 0 919.828.0531 fax [phone] o ° 0
VICINITY MAP Business License F-011 LOCATION MAP

19, WHERE ACTUAL FIELD CONDITIONS REgUIRE A CHANGE IN ALIGNMENT FROM THE PLAN ALIGNMENT, THE
ABBREVfATIONS NOTES CONTRACTOR SHALL GIVE NOTICE OF SUCH CONDITIONS TO THE ENGINEER PRIOR TO IMPLEMENTING ANY
DEPARTURE FROM THE PLANNED ALIGNMENT. FAILURE TO REQUEST AND RECEIVE PERMISSION FOR REVISIONS
ADHERE TO THE FOLLOWING ITEMS iN THE CONSTRUCTION OF THE UTILITY AND IN THE ALIGNMENT WILL BE GROUNDS FOR REMOVAL AND REPLACEMENT OF THE FORCE MAIN AT THE
A AREA LP LIGHT POLE APPURTENANCES UNLESS OTHE WISE T
ABAND ABANDONEQ LT LEFT R NO ED. CONTRACTOR'S EXPENSE.
ABC AGGREGATE BASE COURSE LWL LOW WATER LEVEL Ac ACRES GENERAL
A.F.F. ABOVE FINSSHED FLOOR MAX MAXIMUM 20. PROVIDE POSITIVE GRADE FOR FORGE MAIN TOWARDS AIR RELEASE VALVE IN ALL CASES. ~
' ALUMINUM MECH MATERIAL 1. CONTRACTOR SHALL CONTACT THE N,C. DEPARTMENT OF TRANSPORTATION PRIOR TO ANY WORK AL RK O
APPROX APPROXIMATE MATL MECHANICAL WITHIN NCDOT RIGHTS-OF-WAY. THE NCDOT DISTRICT ENGINEER FOR THIS .PROJECT IS~ DIVISION 4, V 4, 21. AIR RELEASE VALVE LOCATIONS MUST BE AT HIGH POINTS OF THE MAIN, THE LOCATIONS INDICATED ~
ASPH ASPHALT MFR. MANUFACTURER DISTRICT 3 WOHNSTON C0.) T,M. LITTLE (919} 731-7938.
ASSY ASSEMBLY MH MANHOLE ON THE DRAWINGS MAY BE ADJUSTED SLIGHTLY TO MEET THIS REQUIREMENT UPON APPROVAL. OF ENGINEER,
AVG AVERAGE MJ MECHANICAL JOINT
ARV WR RELEASE VALVE MIN MINIMUM , 2. EXISTING UTILITIES, INCLUDING BUT NOT LIMITED TO WATER, SEWER, FIBER OPTIC AND TELEPHONE NE 22. ALL BURIED VALVES SHALL INCLUDE VALVE BOX AND CONCRETE COLLAR,
AZ AZIMUTH MON MONUMENT ARE LOCATED ON PLANS APPROXIMATELY. NOTIFY UTILITY LOCATING SERVICE TO
AWWA AMERICAN WATER WORKS ASSOCIATION MARK LOCATION OF EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION lCTION
N/A NOT AVAILABLE TIES. 23, PROVIDE CONCRETE THRUST BLOCKS AT FITTING LOCATIONS.
B-B BACK OF CURB TO BACK OF CURB N NORTH ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF ALL EXISTING UTIL'1TIES.
BLDG BUILDING NAD 83 NORTH AMERICAN DATUM 1983 THE C ST 0 TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE BM BENCHMARK NC NORMAL CROWN EROSION CONTROL CONSTRUCTION SEQUENCE
CONTRACTOR. BOA BLOW-OFF ASSEMBLY NC GRID NORTH CAROLINA GRID 1, OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL.
BOT BOTTOM NCGS NORTH CAROLINA GEODETIC SURVEY
BW BARB WIRE N0. NUMBER 3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY CORNER MARKERS. REPLACE DISTURBED PROPERTY ZOPERTY 2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON
NTS NOT TO SCALE THE DRAWINGS. INSTALL TEMPORARY EROSION CONTROL DEVICES AS SHOWN ON PLANS.
CORNERS BY A PROFESSIONAL LAND SURVEYOR. C&G CURB AND GUTTER NOM NOMINAL
CB CATCH BASIN NWL NORMAL WATER LEVEL 3, NOTIFY ENGINEER AND NCDENR, LAND QUALITY SECTION AT 1919)791-200 FOR SITE INSPECTION
~ CENTERLINE 4. TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. MINOR OR PRIOR TO COfvIMENCING MAIN CONSTRUCTION OPERATIONS.
CIP CAST IRON PIPE OC ON CENTER PES, ~ z
cl CURB INLET DQ OUTSIDE DIAMETER ITEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, EXISTING SIGNS, MAIL BOXES, STORM SEWER PIPES,
ClR CLEARANCE 0/H ovERHEAD SHRUBS tUNDER 6 FT IN HEIGHT), AND TREES (UNDER 3 INCH IN DIA,). REINSTALL ITEMS TO THEIR HEIR 4, ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS. Q ~
cM CONCRETE MONUMENT ORIG ORIGINAL ORIGINAL CONDITION. TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT AND CMP CORRUGATED METAL PIPE 5. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF RECLAIMED WATER
cMU CONCRETE MASONARY UNIT PC POINT OF CUR Tu E RIGHTS-OF=WAY AT A LOCATION AGREED TO BY THE HOME OWNER. INCLUDE COST IN THE PER VA R ;R -
co cLE ou ED FOOT COST OF THE UTILITY BEING INSTALLED. AN T P PEDESTAL LINE, INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND CLEANOUT TRAPS AND/OR CHECK DAMS ~ ~ ~
GONC CONCRETE PE PLAIN END WHEN HALF FULL. ~ ~ ~ ~ m dp
CONT CONTINUOUS PI POINT OF ,INTERSECTION
CONSTR CONSTRUCTION PIV POST INDICATOR V 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO EXISTING UTILITIES, ALVE 'IES, S. AS CONSTRUC~'ION PROGRESSES INSTALL ADDITIONAL EROSION CONTROL DEVICES AS
coNTR CONTRACTOR P PROPERTY LINE STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES CAUSED BY THE CONTRACTOR OR RESULTING INDICATED ON THE DRAWINGS, CALLED FOR IN SPECIFICATIONS, OR AS DIRECTED BY ENGINEER. z .TING -
coR CORNER Ij'P powER poLE FROM THE CONTRACTOR'S WORK ASSOCIATED WITH ACCOMPLISHING THE PROJECT. THE CONTRACTOR ' L~,I W 4CTOR W
CP&L CAROLINA POWER AND LIGHT PRV PRESSURE REDUCING VALVE 7, SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN 115) WORKING DAYS CITIES A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION. ~
CU PSI P UNDS'P SHALL CORRECT OR REPLACE THOSE UTILITIES, STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES CULV LVERT 0 ER SQUARE INCH
pvc POLYVINYL CHLORIDE DAMAGED OR DESTROYED DURING CONSTRUCTION WHETHER SHOWN ON THE PLANS OR NOT. B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN
D DEPTH PT POINT OR POINT OF TANGENCY THE ABOVE TIME FRAME.
- DI DROP INLET PVMT PAVEMENT DIA QIAMETER 6. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER STRUC- c- F~01
DIP DUCTILE IRON PIPE R RADIUS TURES DURING CONSTRUCTION, REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO 8. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF ~
DIM QIMENSION R/W RIGHT OF WAY ADDITIONAL COST. SITE STABILIZATION, REMOVE TEMPORARY EROSION CONTROL DEVICES, DRESS OUT AREA
QISCH ~ DISCHARGE RCP REINFORCED CONCRETE PIPE AND SEED AND MULCH. PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED AND a
DIST DISTANCE REF REFERENCE APPROVED BY ENGINEER, U
QoT DEPARTMENT OF TRANSPORTATION REQ'D REQUIREQ 7. FOR UNPAVED AREAS DISTURBED DURING CONSTRUCTION, 6 INCHES OF NCDOT N0. ABC AGGREGATE SATE ~
Dw DOMESTIC WATER RET RETAINING SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED DRIVEWAYS AND ROADS FROM THE EDGE )GE EROSION CONTROL ~
~ QELTA REV REVISED 1. INSTALL SILT FENCE OVER & AROUND TOP OF EXISTING STORM DRAINAGE fNLETS & ~ W THER AREAS
RPZ REQUCEQ PRESSURE ZONE OF THE ROAD SHOULDER TO 15 FEET PAST THE OPPOSITE SIDE OF THE PIPE TRENCH, AND OTHER AREAS PIPES IN AND ADJACENT TO DISTURBED AREAS. I-
E EAST RPM REVOLUTIONS PER MINUTE OF EXISTING DRIVEWAYS AND ROADS DISTURBED DURING CONSTRUCTION. 2. INSTALL SILT FENCE AROUND SPOIL PILES, a ~ ~
EA EACH REINF REINFORCED
EFF EFFLUENT RT RIGHT 8 OP N EIP EXISTING IRON PIPE E CUT PAVED DRIVEWAYS, SIDEWALKS, AND CURB AND GUTTER. REPLACE CURB AND GUTTER R 3. PROVIDE EROSION CONTROL MEASURES AROUND STOCK !WASTE PILES AND STAGING AREAS AS ~ c~ia CPa
EL ELEVATION s/W SIDEWALK WITH NEW TO MATCH THE EXISTING CROSS SECTION, PROVIDE PAVEMENT PATCHING PER DETAIL. ~L DIRECTED BY ENGINEER. ~ ~ ~ ~
ELEC ELECTRIC SAN SANITARY 4. PROTECT STORM PIPE INLETS FROM SED{MENT RUNOFF FROM LAND, DISTURBING ACTIVITIES WITH ~ ~ J
EP EDGE OF PAVEMENT SCH SCHEDULE ~ SILT FENCE, STONE CHECK DAM, OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS. ~ w w
Ew EACH WAY SDMH STORM DRAINAGE MANHOLE FORGEMAIN SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 0 . GREATER DEPTHS MAY BE
EX EXISTING SF SILT FENCE REQUIRED TO AVOID CONFLICTS WITH CULVERT CROSSINGS, UTILITIES AND OTHER STRUCTURES. 5. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF
EXP.JT. EXPANSION JOINT sHT sI~EET ~ REFER TO THE PROFILE DRAWINGS AND DETAILS FOR THE KNOWN LOCATIONS OF THESE UTILITY, ~Y~ RIP-RAP WITHIN 15 DAYS OF DISTURBANCE, ~ ~ ~ ~
S SOUTH CULVERT AND T 6, WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1" ~ ~ ~ Q
F.F.E. FINISHED FLOOR ELEVATION SPECS SPECIFICATIONS S RUCTURE CROSSINGS. RIP-RAP SHALL BE PLACED AROUND PIPE OUTLET AS DIRECTED BY ENGINEER, ~ ~ (/j
FG FINISHED GRADE SQ SQUARE 7. PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER.
fH FIRE HYDRANT, SS STAINLESS STEEL 10. THE PRIMARY PIPE MATERIAL FOR THE FORCE MAIN SHALL BE PVC (SDR 21, PER ASTM 2241). Q ~
FIN FINISH ST STREET m ,IAL ~
FLG FLANGE sTA sTATioN WHERE REQUIRED TO MEET APPLICABLE REGULATIONS AND SEPARATION DISTANCES, PIPE MATERIAL FM FORCE MAIN STD STANDARD SHALL TRANSITION TO PVC (DR18, PER AWWA C 900) OR DUCTILE IRON PIPE, AS INDICATED. ~ }
FP FIRE PROTECTION sYM sYMeoL APPROXIMATE TRANSITION LOCATIONS ARE INDICATED ON THE DRAWINGS. ~ ~
FPS FEET PER SECOND
FT FEET T TANGENT Z ~
FTG FoorING 11, CONTRACTOR SHALL VERIFY THE HORIZONTAL D VERTICAL LOCATION AND SIZE OF EXISTING UTILITIES TBM TEMPORARY BENCH MARK AN UTILITIES ~ ~ o
TCP TERRA COTTA PIPE A MINIMUM OF 300 FT. IN ADVANCE OF LAYING ACTIVITIES. NOTIFY THE ENGINEER IMMEDIATELY IF A IF A v o
G GAS TDD TEMPORARY DIVERSION DITCH •
_ GA ~ GAGE TEL TELEPHONE POTENTIAL CONFLICT ARISES BETWEEN THE EXISTING AND PROPOSED UTILITIES. a L.~ a
GAIN GALVANIZED TEL PED TELEPHONE PEDESTAL SURVEY UTILITIES
GM GAS METER TEMP TEMPORARY 12. THE RECLAIMED WATER LINE SHALL BE INSTALLED WITH A MINIMUM SEPARATION TO ANY EXISTING POTABLE ING POTABLE EXISTING NEW EXISTING NEW ~ ~ ~v,~a°,~ ~e+'~~~P
GPM GALLONS PER MINUTE THK THICK THESE ® BENf~IMARK ~ POWER POLE ~ b®~#a ~ P
GR GRADE TOC TOP OF CURB WATER LINES OF 10 FT HORIZONTAL AND 1.5 FT VERTICAL. IN ANY LOCATION WHERE BOTH OF THESE GV GATE VALVE TOP TQP OF SLOPE CONDITIONS CANNOT BE MET, THE PIPE SHALL TRANSITION TQ EITHER AWWA C 900 PVC (MAXIMUM DR 18) MUM DR 18) c'~ TEMPORARY BENCHMARK }X LIGHT POLE ` : ~ .
GYP GYPSUM TOW TOP OF WALL
OR DUCTILE IRON PIPE. ANY RECLAIMED WATER PIPING INSTALLED WITHIN A 10 FT HORIZONTAL DISTANCE TP TELEPHONE POLE DISTANCE ~ CONCRETE MONUMENT a GUY wIRE ~ ~~1 p ~
HCP HANDICAPPED TRANS TRANSFORMER FROM AN EXISTING POTABLE WATER LINE, WHETHER CROSSING OR PARALLEL, AND THE RECLAIMED WATER 'ED WATER ® 50~. BORE LOCATION. -c- GAS MWN ~ ~
HT HEIGHT TYP TYPICAL LINE CANNOT BE INSTALLED BELOW THE WATER LINE WITH A 1.5' MINIMUM VERTICAL SEPARATION FROM THE Q~I~' o IRON PIPE a -Fx- " F~ER OPTIC ~ Q '~~,F^~..w.. IN FROM THE ® HUB & TACK ~ - T - TELEPHONE W dr A, O
HOR HORIZONTAL W ATER LINE, SHALL BE DUCTILE IRON PIPE.
HP HORSE POWER U/G UNDERGROUNQ ' 0 './A dd@9f @d 963 df 4~~.. NAIL ® 'Q .
HWA HIGH WATER ALARM o N9aL s!< cAP m EROSION CONTROL ® ~
HWL HIGH WATER LEVEL vc VERTICAL CURVE 13. THE RECLAIMED WATER LINE SHALL BE INSTALLED WITH A MINIMUM SEPARATION TO ANY EXISTING POTABLE ING POTABLE ~ PK NAiI. EXISTING raw u. W
HYD HYDRANT VCP VITRIFIED CLAY PIPE WATER SUPPLY WELL OF 100 FT. THEE ENO PUB I W TE PPL W LLS WITHIN 100 FT OF THE R AR LC A R SU Y E ~T OF THE SPOT ELEVATION - - ,DITCH / SWALE
VERT VERTICAL • W
ID INSIDE DIAMETER VOL VOLUME RECLAIMED ATER LINE. THERE ARE SEVERAL PRIVATE WATER SUPPLY WELLS WITHIN 100 FT OF THE IN INCH VPC VERTICAL POINT OF CURVATURE RECLAIMED WATER LINE. IN ANY LOCATION WHERE A 100 FT SEPARATION DISTANCE TO A PRIVATE WATER
dJ/HR INCHES PER HOUR VPI VERTICAL POINT OF INTERSECTION ATE WATER SEWER sr.T FENCE ®-s-*--F-* ~ EXISTING NEW
SUPPLY WELL CANNOT BE MAINTAfNED, THE PIPE SHALL TRANSITION TO EITHER AWWA C 900 PVC ~ INF INFLUENT VPT VERTICAL POINT OF TANGENCY 'VC O 'MANHOLE IPR.ET PROTECTION
b INT INTERSECT (MAXIMUM DR 18) OR DUCTILE IRON PIPE. o CLEAN OUT o ROCK CHECK DAM
~i INV INVERT W/ WITH - ss - SEWER UNE
v IPS IRON PIPE SET WL WATER LINE ~t i 14. THE RECLAIMED WATER LINE SHALL BE INSTALLED ABOVE EXISTING SEWER WITH AN 18 SEPARATION, IF P0, ATION, IF POSSIBLE. FoRCE MAIN TRH PRDTECTKXd FENCE-~_._._._
~ ISL ISLAND WM WATER METER DESIGNED BY:
IF THIS CANNOT BE OBTAINED WHILE MAINTAINING A MINIMUM COVER OF 3 FEET, AND RECLAIMED LINE MUST I WT WEIGHT D LINE MUST BE STORM DRAINAGE CLJ
a~ JB JUNCTION BOX wv w~rER vALVE INSTALLED BELOW, SEWER, RECLAIMED LINE SHALL BE DUCTILE IRON PIPE FOR A LENGTH OF AT LEAST 2 F f LEAST 2 FEET ON EXISTING NEw DRAWN BY:
a WTP WATER TREATMENT PLANT BATH SIDES OF THE SEWER LINE. m I?~.Er ® PMD 1 EML
~ KWY KEYWAY WWF WELDED WIRE FABRIC D FLARED END SECTION ® CHECKED BY:
' WWTP WASTE WATER TREATMENT PLANT ' N
~ LF ~ LINEAR FEET 15. S~~ NCDOT STANDARD SPECIFICATIONS FOR INSTALLATION OF FORCE MAIN WITHIN NCDOT RIGHTS-OF-WAY. ~ L LENGTH YI YARD INLET fS-OF-WAY. ~ ~ MAr~OLe MAD
a~ WATER PROJECT NO.:
~ 16. WREN TRENCHING INSIDE NGDOT RIGHT-OF-WAY, SHEET QR SHORE AS REQUIRED TO MEET NCDOT _ s ExISnNG r~W 2293•BD ~T ca GATE VALVE ~ DATE;
~ R UI EMENTS. ~R R
a ~ BUTTERFLY VALVE ~ MAY.2OO9.
~m Q- o WATER METER ® SCALE;
17. EXCAVATED MATERIAL SHALL NOT BE PLACED ON THE ROADWAYS AT ANYTIME, UNLESS APPROVED o a~ /ED c PLUG c ~ N.T.S.
~ Bl~ THE NCDOT DISTRICT ENGINEER. I"y FITTING
c~ c~ ~ -w- WATER MWN -w--
Q " ~ 18. THIS PROJECT INCLUDES UTILITY INSTALLATION WITHIN CSX TRANSPORTATION, INC. RIGHT-OF-WAY, Y HYDRANT n n @-
Y CONTRACTOR SHALL NOTIFY CSX TRANSPORTATION, INC. A MINIMUM OF 48 HOURS PRIOR TO CONDUCTING INDUCTING AIR RELEASE MANHOLE SHEET 4 OF
m
ANY WORK WITHIN THE CSX RIGHT-OF-WAY.
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to

INDEX TO DRAWINGS ~
01) X1 COVER ~ U
02) X2 SYMBOLS ABBREVIATIONS, NOTES ~ Q
03} X3 DRAWING INDEX
04) C1 PROPOSED FORCE MAIN PLAN AND PROFILE STA 00+00 TO 14+00 ;0' ~
U
05) C2 PROPOSED FORCE MAIN PLAN AND PROFILE STA 14+00 TO 28+00
06} C3 PROPOSED FORCE MAIN PLAN AND PROFILE STA 28+00 TO 42+00 ~
07} C4 PROPOSED FORCE MAIN PLAN AND PROFILE STA 42+00 TO 56+00 ~
08) C5 PROPOSED FORCE MAIN PLAN AND PROFILE STA 56+00 TO 70+00 ~ •
09) C6 PROPOSED FORCE MAIN PLAN AND PROFILE STA 70+00 TO 84+00 W
10) C7 PROPOSED FORCE MAIN PLAN AND PROFILE STA 84+00 TO 98+00 ~ m.
Z 11) C8 PROPOSED FORCE MAIN PLAN AND PROFILE STA 98+00 TO 112+00 U
12) C9 PROPOSED FORCE MAIN PLAN AND PROFILE STA 112+00 TO 126+00 ~ m
C~..
13) C10 PROPOSED FORCE MAIN PLAN AND PROFILE STA 126+00 TO 140+OQ "
14} C11 PROPOSED FORCE MAIN PLAN AND PROFILE STA 140+00 TO 154+00 ~ ~ z
15) C12 PROPOSED FORCE MAIN PLAN AND PROFILE STA 154+00 TO 168+00
Q ~
16} C13 PROPOSED FORCE MAIN PLAN AND PROFILE STA 168+00 TO 182+00 ~ ~ a
17} C14 PROPOSED FORCE MAIN PLAN AND PROFILE STA 182+00 TO 196+00 _ ~
18) C15 PROPOSED FORCE MAIN PLAN AND PROFILE STA 196+00 TO 210+00
~
19} C16 PROPOSED FORCE MAIN PLAN AND PROFILE STA. 210+00 TO 224+00 w
20} C17 PROPOSED FORCE MAIN PLAN AND PROFILE STA. 224+00 TO 238+00
21} C18 PROPOSED FORCE MAIN PLAN AND PROFILE STA. 238+00 TO 252+00 ~ ~ ~
Q
22) C19 PROPOSED FORCE MAIN PLAN AND PROFILE STA. 252+00 TO 266+00
23) C20 PROPOSED FORCE MAIN PLAN AND PROFILE STA. 266+00 TO 280+00 ~ X
24) G21 PROPOSED FORCE MAIN PLAN AND PROFILE STA. 280+00 TO 294+00 a z
~ _ 25} C22 PROPOSED FORCE MAIN PLAN AND PROFILE STA, 294+00 TO 308+00 t~
~ ~
26) C23 PROPOSED FORCE MAIN PLAN AND PROFILE STA. 308+00 TO 322+00
v~ ~
t' 27} C24 PROPOSED FORCE MAIN PLAN AND PROFILE STA. 322+00 TO 336+00 ~ c~ ~
~
28) C25 PROPOSED FORCE MAIN PLAN AND PROFILE STA. 336+00 TO 350+00 ~ ~ u~.~ cra
~
29) P1 RECLAIMED WATER PUMP STATION SITE PLAN ~
~ ~ ~
- ~~1 30) P2 RECLAIMED WATER PUMP STATION SECTIONS W~
~c24 1 31) E1 PUMP STATION DETAILS ~ ~
1
1 32) E2 PUMP STATION DETAILS
1
33) SD1 GENERAL DETAILS ~ ~
~
1 1 34} SD2 GENERAL DETAILS o
o
i c2s ~ 35} SD3 GENERAL DETAILS o ~
i
1 0
~
1 \ ~ _ ~~gR0B 0Mip g~~ 4a4~~ q~ y~q gp"~,'~Bpf~J
1 1 ~ti p,a° ~#i3b'&,~~FR°?o~~ ,ate
1 1
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t~ ~ c2~ 1 ~'y x <~'p,pryry} ~g ~ ° g~~A91"'~•"4 „~u" ~ ~ i a ~g w e ~ +~~r'',p ~.+n
a~°~~" '~~~°"yPo
~ ~ ~~~~~~d9900 By49B~~~~~~
1
1 1
1
~~1
C20 ~
/ ~ o ~ ~ C2 ~ ~
1 1 1
/ / ~ I ~ ~/I DESIGNED ~ g~;
l -y--- -a------•--- i~ / CLJ I - (
~ / / ~ ~ / I I DRAWN 8Y. PM~D f EML
i i n ~ C5 I C1 ~ I
CHEGKED BY;
o C18 ~ I C17--- I~ o_ C16 _ ~ ~ C15 II _-.r Ct4 ~ ~ _ C13_ I~_ C12 _ ~ I-----~ \~Y ~ ~ ~ j I ~ MAD
~ 1 ~i ~ ~ ~ rl I 1 ~ ~ • / I I PRQJECT NQ,;
i~ C7 ~,i ~ ' v ( ~ I DATE;
. ~ ~ ~ ( i P1 MAY 2~9
~ ~ 1 ~ 1 I ..SCALE;
~ m 1 j C8 1
Q ~ 1 ~i
N 1 _ ' IJ
o
3HFFT 3 OF ~7~.
MQ1 W 1000 500 0 1000
O I = X A"k
.fl Q U
43) v RECLAIMED WATER FORCE MAIN AL ~I N ALIGNMENT 1»=1006-00~-
o~~

\ ~ ~ \ ~
~
k '~_J
\ '
---------y . ~ \ Z

~ \
\ S \ NOTE: ALL PIPING WITHIN 100 FT OF. EXISI1NG PRIVATE WELLS SHALL
' \ BE C-900 PVC.. DR 18 PIPE. NON-ENCASED PIPING LOCATED. OUT IDE OF CROSS COUNTRY POWER LINES L~L
- i ~ \ W B-PEER SHALL BE SDR-21 PRESSURE RATING 200 PER ASTM 100 FT ELL \ D-2241 PVC PIPE, UNLESS OTHERWISE INDI ATED, ~ r ~
I R o~ ~ . ~ w
T ~ i ~ G,,c u:
I ,U
Zyh ~°o I ~ O~ 1 ~ CTr!
~ ~ F F~
~ k0 ` I ~ ~ G~ ,1 tL i, '1 ~
i '1 W
I ~ F~ ~o '1 t~
I I ~ ~Z ~2 1
~ ` _ - - ~ - C o~' NOW OR FORMERLY: I s
,i~ ~ -,.''RCp 9~~+ JANICE LORRAINE ALLEN LEE ~ ~x~a LEE 1, 1 , ~1O J 1~ 1 LLY 3 1 ,1
PIN 154900-59-2163 ~ I PG: 5462 BK: 2008
I 1 'i H
~ F f '1 Q o '1 ~
.i ~ ``o ~ ~ ~ ~ FARM FIELD " p i x NEW 10 45 BEND
~ ~p I ( x ~ V' ° 1 NEW 10" SDR 21 PVC U ~
~ MP, RECEIVING PIT FARM FIELD FARM FIELD 1,1 ~ I FORCE MAIN ,.~*aiO ~ ~j
I ~ Q ~ APPROX. SIZE & -o ° 0 FT PERMANENT EASEMENT ~ 9 f LOCATION} 2 ,1 T 1`. CSC VT m i f~.. T G3 N
~ 1 ~ ff ~ ~
~ ~ , 15 TEMPORARY CONSTRUC110N EASEMENT _ ~I ' k ~ ~ ~ 1
~ ~ ~ ( ~ ~ ~ I 1 z ~rn
_-.,-r-- li NEW 10 C 900 PVr~'~ ' ~ FORCEMAIN ~ 90 LF SILT FENCE 80 LF S(1LT FENCE t ~ ~
~ ; ~ ~ STA 0+00 TO ~ ss - ~ T o ~ ~ - ~.-r---... ~ ~ ,-a _ Q 3~ r
i p STA 0+75 Fy o°s ~ s I ~ 9 s - { ~ ~ ~
• O 2F ~ O _ - - aG91TCN--- -e--------___..__.._"'T ~ n l _~oo z= sa N
GL , 'SOIL DRIVE , _
c^ -~o x
C-900 PVC SDR 21 ~ ~ ~ ~ ~ , i ~ } ~ H EX DITCH E EX H 1, 1 24" MARDWDdD ~ ~ ut
DtiC o b~ v~ EX r"OU: 1 ~ ~ ~ ~ ~ ~ N ,1 ` ~ 1 _
la°z I c~ Z~ o x ~ i a v~ n o ~Z ~7 ~ ro fTI.DO n ao~ ,PP ~ '1
~ NEW 10 45 BEND . ~ ~ m-~n o~ Ex yo ~ ~ ~ 1 1
t coNC k ~ m ~ PROVIDE RO K ~ ~ ~ RAfN ,
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NOW OR FORMERLY: NOW OR FORMERLY: ,RLy; i NOW OR FORMERLY: NOW OR FORMERLY:
CHRISTOPHER SHANNON HOLLAND ~ WALTER J CAREY 2EY LENA J MASENGILI i M G JOHNSON, JR
NOW OR FORMERLY:1 N ; 153906-49-8223 ! PIN 153906-49-6245 ~ PI # ~-6245 ~ PIN 153906-49-4298 PIN 153906-49-3244 j„;
- CARROLL'S PLANT CENTER] !NC BK: 0915 PG: 59 BK: 27$0 PG: 627 ~ 59 f BK: 901 PG: 814 'I BK. 857 PG: 537 i 1~1 'Y"
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II W W W W r UW M VW M UW ~ ~ .
I I S.E. DISCONNECT SWITCH U? fA fA U1 a ~ ~ ~ c~ c~ a~ ~ ~ aC
I I ~ ~ M~ N thO N o7W
U? U) to fA d' ~ ~k Z Q ~ (Z ~ ~ ~ Q
I RECLAIMED WATER TRANSFER SH SH SH ~ ~ ~ ~ c~ U ~ ~ ~ ~ V1 U
I I PUMP CONTROL PANEL 8 LS 8 LS 8 LS N N N N ~ a Z N ~ d Z N ~k a
I { 40 40 40 0 0
I I NEW EQUIPMENT RACK H
SEE DETAIL 1! E2 ~ ~ _ ~ wz a W~ W ~ a ~w ~ p F`W W Ww w wa a
X ~ f\ a X ~ x X -'c _ ~ X U ~ ~ W c~ W W th tt. UJ I w 'c ~ ~ ~ ~ U' Z W ®u xk 0 ~ 0~ Cla Z-N Q ~ ~ ~ g m~ m p~ ~
/ ~ I~ /
I ~ ( a > > » W~Q ~Q ~ ~ OZ ~0 ~Z ~0 X~z N a a u.a 3~u. au. Q u._ u.a t-a wUQ
NEW 18"x18" (MIN.) I
HANDHOLE FOR J PUMP MOTOR d
CONDUCTORS, SEE II 2 EFFLUENT TRANSFER PUMP-GE LINE CONTROL DIAG z ~
DETAIl3lE2 ~ --r EXISTING EL CTRICAL RACK IIIIIIIII' NOTTOSCALE ~
I I I E1
I _ _ ~ cr - ~
I- -°°--r I I I I I I I I I ~ I ~-r ~ ~m ~ a ~ ter"
1----------- NEW SERVICE r I I I I
I ENTRANCE ~ rn
FEEDERS FROM I I I I I - Ct x ~ v~°-
EXISTING UTILITY ~1 ~ III TRANSFORMER. I Y ~ ~ ~ a( ~ m
l I SEE ELECTRICAL I i I I a Q ~ c oei
N I SITE PLAN A D I ------------N~-~.®~~~_-- ELECTRICALRISER. I ~ ~ C~ o ~
I I J- ~--------e ~ _ ' ~ cGt • _ ~
I ~ a ~ ~ o
_ _ - III } - ~I s w z s
/ III o 1 / I N C7
/ III „ , I 14°-4" ~ ~ W
. ~ cl / I III . / I . / I .
AIN I III . / EQUIPMENT RACK F'o~ 15
1 II . • III , ( , SEE DETAIL 11 E2
- ~ ~ I - _ SERVICE ENl III SERVICE ENTRANCE SERVICE LIGHT, 5EE LIGHT FIXTURE Z
I I RATED DISCO I I .I I i ~ L o III SWITCH 20f RATED DISCONNECT SCHEDULE ON SHEET E2 (TYP. OF 2} SWITCH 2O8Yl120V, O~
I / I I ~ EXISTING METER SHALL BE USED TO ( 3-PHASE, 6QOA 3-PHASE, 600A FRAME, SERVICE
III / ® . I ~ METER THE NEW ELECTRICAL FEEDERS. FUSED N EXISTING METER MH SooA I I I I EC SHALL COORDINATE WITH TOWN OF ' 500AFUSED,NEMA4X U LIGHT
III ~ , ( ~ , I - BENSON ELECTRIC DEPARTMENT, I I I~ ~ , RECLAIMED WATER WP SWITCH _ H
III ~ 208Yl120V, 3 PH, I I / ~ 4W NSS 208Yl120V, 3 PH, TRANSFER PUMP NEW RECLAIMED WATER FUTURE RECLAIMED WATER ~ 4W NSS CONTROL PANEL GF, DUPLEX TRANSFER PUMPS TRANSFER PUMP Z z
I I II ~ , o III Wt INTEGRAL W1INTEGRAL (NEMA4X} WP RECEPTACLE
J I II ~ E a I O DISCONNECT _ I 11 1 ~ a I ~ EXISTING PAD DISCONNECT 2 SETS: TURBIDITY Z
" I I _ J I EX. 1 'I 2 PVC I ( I I ~ MOUNTED UTILITY 4#6,16( I I t 4#250KCMIL& ANALYZER SH SH SH ~ 4#8,1#8G IN 1"C y,~ LS ~ LS ~ LS ~ ~ z
WATER LINE _i I EXISTING REUSE PUMPS I TRANSFORMER - ~ wP I 1 1#2G IN 3"C 2 #12, ~ ~ ~ ~ 1#12G IN FLOW 40 40 ~ ~
~ I,., I~ r 314"C METER GF, WP - Z ~ ~ ~ ~
I ~ \ , I ` I _ ~ d z ~ ~
I / N I I I I I - WP ~ W~ Q ~
( ( 2 3C1N L / EC SHALL PROVIDE { } II , ( ~ / CONCRETE ENCASEMENT. S 'ROVIDE {2}3"C 1N ~ ~ #110G,~ L _ ~ _ _ ° _ ®e _ _ ~ m ~ ~ ~ ENCASEMENT. SEE I 1"C I #110G I lL W ~ I,yJ ,,.1 Q
C_~_~ - ( ( DETAIL21E2. FEEDERSPROV FEEDERS PROVIDED - ~ ° Q ~
BY TOWN OF BENSON ELECT I I pEPARTMENT. COORDINATE F BENSON ELECTRIC ~ 3 #110 (POWER}, z ~ ~ ~ ~ VT. COORDINATE _ ~ p ~ ~ ~
I I ROUTING OFCONDUITAND _J I F CONDUITAND TO EXISTING 6 #14 (CONTROL}, GROUNDING 1 #4G IN 2"C ~ ~ U
• CONCRETE ENCASEMENT WI ENCASEMENT WITH ELECTRODE CHLORINE ANALYZER ~ n- LLt
2,_oa ~ ~ EXISTING PIPE LOCATIONSA I TOWN OF BENSON ELECTRIC IPE LOCATIONSAND SYSTEM, SEE TO FLOWMETER ~ U ~ ENSON ELECTRIC DETAIL 41E2. GROUND TO TURBIDITYANALYZER U ~ ~
GFI,WP DEPARTMENT PRIOR T4 VT PRIOR T4 RpD EMPTY 2" C ROUTED TO LOCATION OF ~
I TRENCHING. EC RESPONSIB ~ \ \ _ ~ ~ ~ FOR TRENCHING UNDER DIVI EC RESPONSIBLE J ;RING UNDER DIVISION FUTURE TRANSFER PUMP. STUB UP AND ~
2 REQUIREMENTS, ~ ~ VENTS, CAPABOVEGRADE. " Z ~
---s---~
I ~ ~ ~ i p 3 ELECTRICAL RISE IG M °
116 A \ I (EX 24" PIPE, i ~ ~~a I Z
' °~.-.jl~.~~~_~-__~~~~-_.~ ~ I I INV E[_ 141.83 f os~ ~ `y E 1 NOT TO SCALE ~
\ I ( I Z
~ ~ O
' I I NEW ELECTRICAL
"~a ~ ! - i -vr EQUIPMENT
RACK SEE
I I I - " PLOW DWG, 3 I E2
METER EXISTING ELECTRICAL
EXISTING cH~aRINE NEW TURBIDITY v EQUIPMENT RACK
T T I CQN AC CHAMBER I NEW 24" X 24" HANDHOLE ANALYZER ` ° EXISTING ANTENNA
FOR SERVICE ENTRANCE ~EX.FENCE
FEEDERS, SEE DETAIL 3/E2 x-x-X-"-x-"-"-' -x-x-K-X-x-X---x-x-x-x-x-x-x-x-x-K,„,X_..x,.-„-x_-x .~.-.x~ ~x - -x x-x-Xix-x_.,.x..-x x--x~x_.-_X_..x~x_,._._x~
- ~ RECLAIMED WATER PUMP STATIQN _ -----------------------~--~m,----- EX. AREA LIGHT _
E t / !
s / 18"~ 18"Dl FORCE MAW - 18" 6"CI ~ `~®a~aa~weumsass~kr

, / - -------t---~=~ I~--11/2"PVC o - - ~~SSfgj°•,.®d _ ~f
/ i p ~ b » M
/ / / EXISTING HANDI / LECTRICA / / / FOR E KISTING HANDHOLES I cw~oRiNe ~ / I~, ~ ? ~ : SEAL )R ELECTRICAL 1_ ew~o~rec " i I ~ I ~~"~4 ° ~Q ~7 ; ~
/ , / / / " CONTROLWIRE, DNTROL WIRES TO Ex. cH~oRINE coNracr ~ ~~a ~ EX. FILTER BtJiLDWG i I ~ ~
/ / 92 EXISTING EQUIP ~ / KISTING EQUIPMENT T ° AND BACKWASH WATER ~ ~ ,y~ EX. AREA L1GHT ~ ~~'"w;
~ / / / / RACK ACK ~ STO GE TANK ~ ~ `,,~~~q ~'~~L~~"'°'"~+~ , ,
ELE TRI ALL AD MMARY / / C G ® SU I I ~+~n~aiie~wit~'~ --------------------------•-----------------------r------ DECHLORINATION _
Q / / ~ L ~ / / / ~ BUILDING
~ / / I .AREA LIGHT ~ DESIGNED' BY: WEL
~ ~ DESCRIPTION CONNECTED DEMAND DEMAND /
LOAD (KVAj FACTOR LOAD (KVAj / I w / CONTROL ~ DRAWN BY; I WEL
/ i I BUILDING W I try - LIGHTING 0.1 1.25- Q,1 / i ° I I
I ~ ~ _ 4 I I CHECKED BY;
~ RECEPTACLES 0.4 1.00 0.4 ISTING ! I WEL
4~ UTILITY i ~ e PROJECT NO..
~ LARGEST MOTOR 43.2 1.25 54.0 TRANSFORMEEjI EXISTI C3 , v / 2293-BD
~ OTHER MOTORS 86.4 1.00 86.4 _ HANDH l~E ~ / DATE:
~ I , MAY 2009
MISCELLANEOUS 0.5 1.00 0.5 / {2}-45 BENDS d l ADDED IN SCALE:
m STORAGE / y ~ I ~ ~ TOTAL 141.4 BUILDING I VERTICAL TO - ~C / ~ ~ I AVOID DUCT BANK SEE DRAWING
~ I
~ c~ AMPS @ 208V, 3-PHASE 392.7 I ~ ~
~ ~ ~ ! ~ ~ 4 ELECTRICAL SITE PLAN
ri ~ ~ I CORE DRILL EXI T.
I iniei i rno ninni i I I-'I SCALE:1" ~ 30' SHEET 31 OF 35
24" PIPE AND
CA:) ADD NEW
MANHOLE
b O U
L \ ~
~ Lo

tr li
ELECTRICAL SYMBOLS LEGEND
_ NOMINAL 1-I/2" X I-I/2" S TOGGLE SWITCH Z
PVC COATED STEEL ALUMINUM EQUIPMENT ISOLATION MATERIAL- ~ DUPLEX RECEPTACLE
FRAMING CHANNEL RACK PANEL 3M PEEL-N-SEAL OR
EQUIVALENT Q JUNCTION BOX ~ V
HOME RUN TO PANEL
BACK PANEL CF WIRE AND CONDUIT, ABOVE GRADE. , ~ in
L PIPE ~ I MENT GALV. STEE ELECTRICAL EQU P
ENCLOSURE PROVIDE SPLICE IF LENGTH OF ALUMINUM NEOPRENE EQUIPMENT RACK EXCEEDS - - - UNDERGROUND WIRE AND CONDUIT.
PANEL WASHER STANDARD PANEL LENGTH, PANELBOARD. SEE SCHEDULE. ; ` t,;}
NEOPRENE `
„ „ 3~$U STAINLESS WELD PANELS TO PLAT JELS TO PLATE ~y MOTOR, HORSEPOWER INDICATED
AND TO EACH OTHER. 3~e GALV, STEEL U BOLT, WASHER STEEL NEX HEAD 3l8' STAINLESS 3/16" ALUMINUM EQUIPMENT NUTS, AND WASHERS OR BOLT AND NUT STEEL HEX =ACH OTNERo >,LL EE LS LIMIT SWITCH ~
RACK PANELS WELD SHALL BE GALV, STEEL CONDUIT CLAMP HEAD BOLT CONTINUOUS. USo
BY FRAMING CHANNEL MFR. - AND NUT ~ r SH MOTOR SPACE HEATER ~
t/~ ® MOTOR WINDING THERMOSTAT ~
NEOPRENE
WASHER CONTINUOUS CONTIN CONTINUOUS
ALUMINUM WELD 6 WELD WELD ~
• PANEL NEOPRENE '
WASHER Ilq" ALUMINUM PLATE MINUM PLACE TH ABBREVIATIONS: IOUS FULL D
CONTINUOUS FULL WI[ aF PANELs eLS A- AMPERES ~ ~ ~
C - CONDUIT w
DETAIL TYPICAL FOR . EX- EXISTING ~
" ~ FASTEN ALUMINUM PANEL ~ TOP AND REAR G - EQUIPMENT GROUNDING CONDUCTOR ~ N o
TO HORIZONTAL FRAMING PANEL ASSEMBLIES CHANNEL ON APPROX. GF- GROUND FAULT CIRCUIT INTERRUPTER. ~
3 FT. CENTERS. ARRANGE N - NEUTRAL CONDUCTOR o- . ~
TO AVOID INTERFERENCE P- POLE z ~ ~
WITH EQUIPMENT ` PH - PHASE ~ ~ ~
~ ~ RTU - REMOTE TERMJNAL UNIT ~ J
(TYt'. 3 LOCATIONS S N -SOLID NEUTRAL ~ ~ °
C~ SPD -SURGE PROTECTIVE DEVICE ' ~ o
STP - SHIELDED TWISTED PAIR ~ o"
ALUMINUM "C" u ~
CHANNEL 0.26 XMTR-TRANSMITTER w W
W - WIRE, WATTS ~ z r°.,
SERVICE LIGHT.
~-0 _ - DETAIL B PIPE CAP (TYP,} ARRANGE EQUIPMENT TO MEET NEC
~ ~ WORKING CLEARANCE REQUIREMENTS F-01 ~ 5
1,75" AND FOR CONVENIENT OPERATION AND MAINTENANCE ACCESS d Z
_ ~.a , J
1 d
TYPICAL U
p p ELECTRICAL H
EQUIPMENT PVC COATED STEEL
• FRAMING CHANNEL z 'G
(TYP, OF 3) DETAIL A 0 O Z
12" -
6 2 TYP, 4 LOCATIONS LIGI-ITI FIXT QW
EACH ENCLOSURE
12 z ~ _
rv 12" 1'-6" „ PROVIDE A 4 CONCRETE PAD UNDER DESCRIPTION MANUFACTURER AND MODEL N0. LAMPS TOTAL ' o ¢ z = w
A K XT N PAD TO I'-0" OUTSIDE MARK FIN.GRADE R C, E E D IPTION FIXTURE VOLTAGE MOUNTING NOTES z m w ` (OR EQUAL} TYPE N0. WATTS w ~ ¢ in WATTS m m ~ ~
b.~ .o.~ :e.~ a.~ ~A~' ~ ' ° .~~o . .d~:. ~ a . OF SHfELD EDGE AND POST
RAINSHIELD FABRICATED ~ ° o a ENCLOSED AND AND LITHONIA DMW-232-120-GEB101S ~ d Q Q U
OF 3/16 ALUMINUM, 12" DIA, CONCRETE A RIA o `o ~ 'o WELD ALL JOINTS, GASKETED INDUST INDUSTRIAL DAY BRITE V2W-A-232-1'20-EB101 F32T8 2 32 64 120 SURFACE 1 ~ o ~ ~ ~
ENCASEMENT AROUND FLUORECENT vT METALUX VT2-232=DR-120-TEB8-WL ~ ~ ~ p ~
°a a 3 DIA. GALU, PIPE lTYP) ww
p' d Uo ~w
`o ~ A NOTES p ~ w~ ~
HALL HAVE WET ~ 1. FIXTURE S SAVE WET LOCATION LISTING. m
°
z
SIDE VIEW FRONT VIEW 0
z 0
z z
MENT MOUNTING RACK DETAIL ~ TYPICAL EQUIP 0
SERVICE NOTESo ~ EQUIPMENT
EZ NOT TO SCALE I, ALL GROUNDING ELECTRODES SHOWN
BELOW THAT ARE PRESENT AT 8IJ(LDING
MAIN BONDING OR STRUCTURE SERVED SHALL BE BONDED JUMPER,~I/0 gROUND TOGETHER TO FORM THE GROUNDING
ELECTRODE SYSTEMo
NEUTRAL MAIN BONDING JUMPER,#1/0
PROVIDE LOGO °ELECTRIC` BUS 2. BELOW GRADE CONDUCTORS SHALL SE DIRECT BURIED BARE COPPER, WHERE
CONDUCTORS EMERGE ABOVE GRADE,
• ~ o THEY SHAD BE INSTALLED 1N I" PVC
STAINLESS STEEt-+~-~ NEUTRAL • SUPPLY-SIDE EQUIPMENT CONDUIT.
HEX HEAD BOLT W/ WASHER (2? o CONDUCTOR BONDING JUMPER, ~I/0
v~pnm°°°°~,
MARKER TAPE
SKID RESISTANT CODER PULL SLOT SURFACE HEADY DUTY WITH 2 BOLTS
FIN. GRADE _ (SUBJECT TO OCCASIONAL
NON-DELIBERATE HEADY VEHICLES) a `i C~ ! e o n V 4. ~ - y a ~ n"
y`
~ c 2~ 10` CONCRETE RING
~ a FULL LE~lGTH AROUND BDX i' y~Q~JB, p~ v Y
b GASKET J SERVICE °r°°euo°e?°e
ENTRANCE
-ti ~ „a~ w ~ ~ ~ CONDUCTORS DESIGNED BY.
h V EARTH ~.~3,,, POLYMER CONCRETE ~I/O GROUNDING ELECTRODE EQUIPMENT RACK WEL
~ BACKFILL BOX AND COVER CONDUCTOR IN I"PVC ~I/D SUPPORT POST tNOT A DRAWN BY: AT LEAST 20' OF REBAR CONDUIT GROUNDING ~fEl
~ a USE STACKABLE COMPACTED EARTH NOT LESS THAN I/2" DIA. ELECTRODE,
q„ TYPICAL WIRE AND o ° M SECTIONS TO CONDUI +G CONDUIT, QUANTITY ° o ATTAIN DEPTH NEAR BOTTOM OF FOOTING, HaWEVER BOND CHECKED BY.
q AND SIZE AS INDICATED OF 24 ° MIN. 2" CONCRETE ENCASED TO GROUNDING WEL
i ON PLANS AND RISERS a ~ a ~ ~ %00 q,aedda ~ a a ELECTRODE SYSTEM} PRQJECT Na:
'F, j ~ ~ a ~ ~ei ~ ~ . 2293-BD
~ u° ~ ~ 3000 PSI z , FOOTING OR FOUNDATION #I/0
L CONCRETE ~ ~ ~ o n, IN DIRECT CONTACT W1TN EARTH METAL UNDERGROUND DATE: !CONNECT TO CONCRETE-ENCASED ~ ~}~O~ WATER PIPE IN DIRECT MAY 2009
p a ` REBAR AT BOTTOM OF WET WELL? CONTACT WITH EARTH SCALE.
- s p ° ~ a N1 FOR Io FT. oR MORE SEE DRAWING-
~ obi GRAVEL GROUND ROD _ BOND TO METAL SEWER
~ N 3' 7.5' 3' CRUSHED ROCK 10' X 3/Q" DiA. ~ PIPE IF WATER PIPE fS ' NOT PRESENT.
~ ~ i ~ ~ 12' MINIMUM
Q ~
~ ~ ~ /1
Q7 _ _ _ _ _ . _ _ _ . / A \ r . a ®i e~ c t ~O ® P P1 PTA i t ec®„Irc r®(51 Inlnlnl~ nl,ln Rllt~lnl~f('` r1GT®II SHEET 32 of 35
m Z TYPICAL DUCT BANK SECTION t1ANUNULt Ut IAIL -t LJIv11V 1\-OL- \01 IVL111 /'%I VV L1vIMV1~vv v` ~r~'~
C2 2 EZ NOT TO SCALE,
NOT TO SCALE NOT TO SCALE G bd U
~ Ca
L~ QL
~f'1

OVERLAP MAX. SPACING OVERLAP VARIES VARIES
/ TOP ALONG EDGES BOTTOM i
SEE NOTE 1 SEE NOTE 1
O / ~ ~f//~ 1 Z
- ~ / w, CD a ( W ~
p a o o STAPLE LOCATIONS (TYP.) ~ i~ / , TOP TOP OF CHANNEL ~ ~f ~ i
~G/ a. Q z ~ ~i~ a~ N ~ , / t0 a Z co f ~ ~
°0.00.°'000 °,O'od.°!p.~•q ,,.p.0. °.p.Ope, V/O T ~ ~ ( p o w t N
C• ,°.0.00.,°'O.O,O,°'0.00•°!O~O ~O,•! may' Va ( / o o I GRADE SLOPE Q a o ~ ~ ~
d.•.
6 MIN. ~ , ~ a ~ , ° ~ ° w
r n 'Q NCDOT ~5 OR X57 w 3 -0 ~ J o N
RADIUS TO a a ~ z W SHED STONE ~ ~ A a o ACROSS MIDDLE w - o ~ 1J
ACCOMODATE . d ~ ~ w ~ z ~ v ~ t- cn ( o LARGE TRUCKS NEW CONSTRUCT]ON a Q o a
w w o " w ~ ~ cn n" J W ~ o ~ a NCDOT CLASS A STONE
5o M?N. w ~ ~ ~ ~ ELEVATION 0 oa o ~ X 2 TO 6 INCHES) ( ELEVATION
o0 o NETTING OR MATTING ~ Q 35 MIN. 15 MIN. ~ w~- ~ ~ W
EXISTING ~ SEE SPECIFICATIONS) ( SEE NOTE 1 ROADWAY - - - - - - _ _ - -
a ~ ° ~ x
ANCHOR TRENCH o 2~~M ~
~ d END OF LINER SHEET
o fi" MIN. FLOW ° o o OC
12 M[N. INE ° INSTALLATIO SECTION o N ® w
1.) APPLY LIME, FERTILIZER, AND SEED BEFORE LAYING LINER. ~ NOTES: c ~
2.) LAY LINER FROM TOP OF SLOPE OR CHANNEL AND UNROLL IT DOWN THE GRADE. / / / ~ / / ~
L SITE 1 S STABLI ZED. . r~~ / 1. ENTRANCE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UN11 ALLOW NETING TO LAY LOOSELY WITH WRINKLES. DO NOT STRETCH LINER.
- " P SECTION SHALL BE PLACED FOR MAXIMUM UTILITY BY ALL 3.) BURY THE UPSLOPE END IN AN ANCHOR TRENCH 6 DEEP, COVER WITH SOIL AND TAM SECTION a
2.) CONSTRUCTION ENTRANCE " " VE. NOTES . FIRMLY. PROVIDE STAPLES (1 WIDE x 8 LONG MIN.) AND OVERLAP A5 SHOWN ABO CONSTRUC110N VEHICLES.
E NEW LINER. 1.) CHANNELS OVER 6'-0" WIDE 4,) TO JOIN TWO STRIPS, CUT A TRENCH AND ANCHOR THE END OF TH " 6'-O" WIDE SHALL USE NCDOT #1 STONE -
TOP DRESSING AND ROUTINE MAINTENANCE SHALL BE PROVIDED ON REVIOUS ROLL 12 MINIMUM AND STAPLE AT 12 O.C. KEYED INTO SIDESLOPES, FA 3,) PERIODIC OVERLAP THE END OF P :SLOPES, FACED WITH #5 WASHED STONE. ~ ~ ~
ENTRANCE A5 REQUIRED. CONTRACTOR SHALL STOCKPILE FRESH STONE ON SITE. BELOW ANCHOR TRENCH. ;HECK DAMS IN LIVE STREAMS. ~
ti MAINTENANCE• 2.) DO NOT PLACE CHECK DAMS I IS11NG PUBLIC ROADWAY SHALL BE REMOVED
4.) ANY MATERIAL THAT MAKES IT TO EX INSPECT PERIODICALLY OR AND CLEANED IMMEDIATELY. AFTER RAINSTORMS FOR ~ i ~
R 3 EROSION OR FAILURE. REPAI CHECK DAM ¢ F 0. ~
~ ALL WASHED OUT AREAS BY - NOT TO SCALE SD 1 + SCALE ~
RE-GRADING, RE-SEEDING,. 1 SD-1 NOT TO SCALE AND RE-INSTALLING LINER EC y
L.L1 W ~
SD-1 NOT TO SCALE AND MULCH AS REQUIRED. z°
AS NOTED ~M NEW PIPE LINE GRADE NEW PIPE LINE
STATE ROADI ~-CULVERT F'0115
14 LF MIN.- CULVERT Q
SILT FENCE AS NOTED =24" MIN Z
~g S REQ'o ~ RP aFILE ~
~ \ \ WIDTH VARIES ~ ~ ~ ° °
f o0 CONDITION 1 =UNLESS SHOWN OTHERWISE U
AS NOTED ON DRAWINGS 0 0 NOTE: 3:1 SIDE SLOPES UNLESS OTHERWISE NOTED ON PLANS. ° ~~a 14 LF MIN. PIPE LINE OVER CULVERT FOR SANITARY SEWER CROSSING ~
TO °°0 ~ FILTER FABRIC o ~°o ~ SILT FENCE O '~qf, REO'D Z
STRAW W NETTING OR ~ BE KEYED INTO ° Q GRADE -CULVERT
TEMP DITCH LINER TOP OF SLOPE $~o J40 AS NOTED NEW PIPE LINE O
°°0 0 ~o°o 0~ ~ 0 18" OF CLASS IRIP-RAP i~ ~ ~ w
~A,, ~ ~ ~ ° 00 ~ p STATE ROAD TOP OF Z ~ ~ ~
\/f /r/4 \ Z r ~VAr1i~,/~. a ~p~~o ~`~CULVERT AS NOTE NEW PIPE LINE O z ~
~~\~;r ~ / 3,~~;/~ 3 _ 3 ~ SMOOTH FOUNDA c C , \ , ~ , a 1 l- oo ~ UNDER FILTER FABRIC p o *24" MIN Z ~ ~ ~
rA~ ~ \ / , ~ ~ Y ,A, ~ ~ ~Q N
r r r~ i i ~ lI ~ 0 ~,/.~,r ~ P.L~N CONDITION 2 PROFILE m ~
FOR DITCHES WITH HIGH ~ ~ , pp~~~ pp 10 TONS - UNLESS SHOWN OTHERWISE 0 ~ ~ ~
~ r ~ PERMANENT -GRASS LINED 45 ~ VOLUME FLOWS, ROCK SLOPE O ~q n(~p 0 \ CRPSR~ PIPE LINE UNDER CULVERT FOR SANITARY SEWER CROS5ING z ~ = Q pp~vpp~~qq Q 'S
TEMPORARY -STRAW W/ NET R ~Q (TYP) C110N MAY BE NEEDED c~' PROTE TEMP DITCH LINER Q ~ OC/Op©~(Jp j~ Z REQUIRED O ~ U Q
PER STANDARD DETAIL ati RIP-RAP NCDOT CLASS II j% ~~~~oap N ~ PROVIDE RESTRAINED CULVERT ~ V
EROSION CONTROL STONE (ECS) JOINT D.I. PIPE ~ 5' MIN. FROM WINGWALL
DITCH INV ~ NEW PIPE LINE GRADE CONC. ENCASEMENT U O N ri ~ ~ ~ ~ SEE DETAIL W
4 FILTER GEOTEXT1 LE (TYPE I I ) NOTED
SD-1 NOT TO SCALE STONE OR 4 No 57 - ---------r~-STATE ROAD--~-
AGGREGATE FILTER ~ ~r----CULVERT AS NOTED NEW PIPE LINE O
PLAN CONDITION 3 4.0' MIN. PROFILE NOTED ON PLANS ISE O
5
6 SD-i NOT TO SCALE 'E PROTECTION ~ J.D.I. PIPE LINE AROUND END OF CCJLVERT 0
SD-1 NOT TO SCALE scALE INSTALLATION OF PIPE
~~~~,,R~~~~,°~~°~
7 ~ LINE AT CULVERT DETAIL
SD-1 NOT TO SCALE a°~ ~'"~~_~~l°°;y
0 SEAL
pS
5'-0" ~~°e4~
CARRY GLASS ]I STONE " " FLOW UP SIDES OF SP{LLWAY 12 4 -O FLOW
TOP OF BER 57 WASHED STONE MIN. MIN.
8'-O" MAX 8'-0" MAX ~,~d°°° ~e~~~,~~~
II II NT STC 3 LONG MIN., 2 x 4 TREATED 1'-0" FREEBOARD _RAP 1Mti 1MENT STORgOe ;0 ,q No. 57 ~ ~ 14 GAUGE WIRE
TOP_ELEVATION OF STORMWATER - _ CLASS I RIP CEO LUMBER OR STEEL POSTS _ T~ i " 2 ' RFq WASHED STONE MESH BACKING
1-0 FLOOD STORAGE ZONE MAX. E A~ Z ( APPROVED
° o z o • Jam'
~ _ /i\/\ - 5 -0 MAX. STORAGE ZONE i~ ~ W r ~ o z FLO i - ~ (TOTAL BASIN CAPACITY) ° FLOW ~ ~ ~ FILTERING FABRIC
0 0 ~ o 0 o t~ ~ ~/\\/f\\~\ \ ~ " PLACE ~5 STONE
\\aa -6 MAX / p ° SEDIMENT DEPII~ / RIP-RAP NCDOT CLASS II ' ~ FILTER AGAINST t. ~ ~ ~ tM
~ EROSION CONTROL STONE (ECS) iv FENCING WHERE ° ~ ~ I ~ ~ . , ~ REQUf RED OR AS
TYPICAL INLET ,~~,o r\ I DIRECTED BY THE
~~o OR BASIN ,\/,\/,\/,\/~,/~,./~,/~,/i,/i,/~,.i APPROVED FILTER FABRIC 2'-D" o©~ Qlt n r i i ~ I ~ ~ ENGINEER. i
LENGTH =EXCAVATED DIMENSIONS 12 oo MIN AS SHOWN ON PLANS IN, ~ I i + r I I DESIGNED BY:
©o~ M ° ° #57 STONE i APPROVED UV I 14 GAUGE WIRE + CLJ
~ p ~ NOTE: r~ FRAME LE N BASIN WHEN MAXIMUM ~ I I RESISTANT SILT I MESH~~BACKING I I o o I 9" ANCHOR TRENCH + I FILTERING FABRIC I ~ (6 x6 MAX OPNG.) I N Z CARRY WIRE AND DRAWN BY:
~ SECTION THRU BASIN, & FILTER c A ° 0 0 o LEVEL OF SEDIMENT IS REACHED.
~ PLAN VI w GATHER PLAN VIEW + SECURED TO WIRE I SECURE WITH + W ~ FABRIC 8 MIN. INTO PMD/EML I AT 8 O.C. I No. 8 STAPLE I ~ i TRENCH, BACKFILL
~ ° 8 ° ° 1/4" WIRE_MEaH EXCESS AT ~ ~ ° C RRY RIP- AP UP No. 57 + + I i SOIL AND COMPACT CHECKED BY:
~ ~ ° CORNERS A ~ ! ` SP LLWAY ~ ~F AREA TO BE WASHED STONE WEIR LENGTH SIDES OF I b~ ROADWAY MAD
o !y ~jy DISTURBED • ~n AS SHOWN FLOOD SHOULDER 4"x4" TREATED LUMBER OR PROJECT NO.:
~ ' ~ ~ ON PLANS / ~ " 5 STORAGE ~ , RIP-RAP NOTES 5 1.33 LB/FT STEEL POSTS 2293•BD
4-0 MIN. 1-0 MIN. F NOTES ( ) ~ 1 2 a~ FREEBOARD ZONE 1' 2° HEADWALL 1,) FOR AREAS OF EARTH BACKFILL, POSTS SHALL BE SET AT DEPTHS OF 4'-0" MIN DATE;
~ 1,5' - 9y AND ANCHOR TRENCH IS TO BE 12"x12" WITH FILL TO BE COMPACTED, MAY 2009
~ 1, DRIVE POSTS INTO THE MOUND TO A DEPTH OF ~ a a ( A~ q _ cr> o z 8~o a WASHED TONE T t~ - t- a p a X57 ~ 0 2. PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A SCALE: AS SHOWN
W ESH SHALL 8E HARDWARE CLOTH 23 GAUGE MIN. ~ ~ ~a ~ , 2. IRE M ( ) ~ ~ ~ Q° a VE 1 4 "MESH OPENINGS. BURY FABRIC 1' \ ~ ~7 ~ FLOW ~ )VELOCITY BREAK AND SILT TRAP.
~ ~a AND SHALL. HA / p Q FILTER FABRIC ~ ' AND EXTEND TO THE TOP OF THE POSTS. IPE INVERT 3. CONTRACTOR SHALL MAINTAIN AND REMOVE BUILT UP SEDIMENT ON
~ TIE TO SEDIMENT ~ r_____
~ N 3. SEDIMENT CONTROL STONE SHALL BE #57 STONE. HEIGHT WID111 EXISTING GRADE STORAGE ~ ' ~ " ~ If r IRIP-RAP 1'-S" )FENCE AT PERIODIC INTERVALS OR AS DIRECTED BY INSPECTOR. CLASS
~ N OF STONE AT WIRE MESH SHALL BE 12 INCHES. 3 -O MIN. ZONE CLASS ~c
• n a cec~'ti ~eRRir. CFf'.I IRFI Y AT THE C~RNFR POSTS_ FILTER GE - FILTER GEOTEXTiLE 4°) CONTRACTOR MAY USE ALTERNATE MATERIAL OR METHOD SHEET OF . n n. , rung urrn
vl °I SECTION THRU BERM & FILTER MAXIMUM
ai SEDIMENT DEPTH SECTIC SECTION U!'UN AFVKUVAL t'KUM UNLAImr-M.
(CLEAN OUT LEVEL)
~ Q 8 NLET PROTECTION AR 1Q ARC FILTER SLT FENCE
m 9 TEMPORARY SEDIMENT TRAP
N SD-1 NOT TO SCALE SD-1 NOT TO \ ° SD-1 NOT TO SCALE t NOT TO SCALE SD-1 NOT TO SCALE
-_....,..~mw.im.•wewnnnvwwmmn*.mrmsupiulmY.Wl" mvwrcvr~pFF?n 2ni.sa*wl..time..rxn.•.... ..-^•..,m~•.,m evKPA w.v.'.:wM1me?v rv.m'wurw.m.mgvifv++vvrvnwrv'°».m~me+v'x....w:rh.,.v.srwwwrmmw............,..-..._. _.,____..„_„~.~.~.,...va„- .,.M~.... ••••••P,^:-s..~w.mam?;r:'kunnwun.+:++..TM,vrv»:wv.~a.~mwmn~mow,wu~'rnvrma+^^^-.......

_ STANDARD MANHOLE
RING AND COVER
(SEE NOTE)
(PAVED AREAS) 12" THICKNESS I-2, UNPAVED AREAS STANDARD PRECAST
z UNPAVED AREAS) ( ) OR HB BITUMINOUS _ ~ CONCRETE MANHOLE W/ H - CONC. ENCASEMENT Z
CONCRETE ~ CONC, ENCASEMENT FLAT SLAB TOP SECTION ` AT 3000 P.S.I. AT 3000 P.S.I. 0
N ~ TYP. TOP ~ r (PAVED AREAS) a FINISHED GRADE 1-
SURFACE IN ~ TYP. FINISHED GRADE "
' IN UNPAVED AREAS 12 THICKNESS I-2, PAVED AREAS r H OR HB BITUMINOUS z
CONCRETE ~ _ z - - - - =III=~~~~°-~~) N O
qq ~ ev - - ~ ~ (_I _l l l~l~- VALVE BOX ~ fl ~ . NII=III=IiI
: ~ .Ill l l i~l I ~=1 f COVER z COMBINATION - ~ w
X n ' P ~ W i d ~ ' 4 ~ :a . SEWAGE > ~ ~ Ca
~ a.~., • a AIRrVACUUM Q 0
' , . LVE W U • VA t in BASE COURSE ~ a•• ' ' FORCE MAIN 0
p 4 a BACKFLUSHING
i o ~ ATTACHMENT Q VALVE BOX N J
TO CONTRACTOR: • • ° a ~ q - - NOTE • a• t11
TAMPED BACKFILL.. , VALVE BOX SHOULD NOT _ 0 CONTACT MAIN OR VALVE ~•a ~ o
•d' ° 2" BRASS GV
VALVE _ " g° o~ ~°~O° °~n.Q° °•°,pn 2 BRASS PIPING MAIN i 2 -0 N O a n o 0 0 0 ° n o 0 J
,o °oQ •a a~p,o npp'o °o (TYPj 2" TAPPING SADDLE
o Q 'O
TAMPED BACKFILL ~ ~ BLOCKING ~ _ ° ~ PLAN o QoO~ a, p.po°P p°nDp,o apb •0 aO p.d •a °app
p r . ~ O p• O p• O N a ~o 9a o ~o .o 0
~ 0° ° 0° O o SECTION • ° ° ° ° ° NOTES ~ N ~ d' W .-i
h ~
1. D.I.P, MAY BE USED FOR VALVE BOX EXTENSIONS, 12" DIA NOTE: e ~ ~ 2 ~ C}7 U 4V ~
2. VALVE OPERATING NUT MUST BE EXTENDED SO N0.57 STONE THAT THE DEPTH IS NO GREATER THEN 5 FROM GC fJ
U FACE- USING A MANUFACTURER APPROVED TOP SHALL BE 1'-6" TO 2'-O" ABOVE THE S R 4 -t) DIA 4 ~ ~ ~
KIT. GRADE. IN SUCH INSTALLATIONS, EXTENSION GJ CS"! 2 ~ 07
W RING AND COVER CAST IN SLAB 3. PRECAST CONCRETE ENCASEMENT 1S ALLO ED AY BE USED INSTEAD OF THE A: ~ ~ Ll' x
OF PAVED AREAS. M OUTSIDE STANDARD RING AND COVER P ~ ~ ~ ~ ~ M
m` ~ ~ Cun} a
~ tx1
~1 2 ~ ~ O7
Sp= NOT TO SCALE ~ _ SCALE ~ rn ~
SD NOT TO su a ~ o
~ ~ N
c7 ~ Z
w
F-0115
12"X12"X4"
12"X12"X4" z p CONCRETE PAD o
CONCRETE PAD GLE
PLl PLUGNWITH v RECE55ED
FINISHED RE( GRADE SL( SLOT ~
12'-0" 0
a. a. z
V ES 4-0 6-0 I 6-p 4 0 ~ ARl
~ ~ 0: ~ :Q: o. ~ ~ o.:. o ~
: ~W ~w
i ~ ~
I WYE & I/e BEND LONG SWEE ~ z z ~
SLOPE AT 1 4:12 ~ SLOPE AT 1 /4:12
/ 3,• I 12:1 S ~ Z ~ w W Pr- J
J:1 12:1 LOp S~ 3:1 ~ I, ~ MA m ~ ~ cn ®f~
aye ~ , ~ x b
~ / / ~ ~ \ ~ , ~ \ i Z O
CUT SECTION FILL SECTION I o ZQ
~
8" AGGREGATE BASE COURSE ¢v ~w
COMPACTED SUB-GRADE , IN LINE END OF LINE ~
~ ~
DRIVE GRAVEL PI~AL TY 3 z
SD-2 NOT TO SCALE 0
NOUT CLEA :ANOUT .DETAILS Z
a
SD-2 NOT TO SCALE TO SCALE z z
0
gaoase~atsgda
b gg ,,pp''~~ gg~~ B'
16b69~psy Y,~d°3 ~~f ~~d t a`
a~
SEAT.
~1SSSSS
s8 ~ p"~"`~~p„
LANE CLOSURE ON A TWO-LANE LOW-VOLUME ROAD LANE CLOSURE ON A TWO-LANE LOW-VOLUME ROAD aR`p18dgP9ga. B ~ p~ 4p~
E FLAGGER OPERATION) CTWO FLAGGER OPERATION) CON ,
M0..D NE1D ~
,'~;p ~ 1200') 500"
(200') S00" ac u+c ~Y o~~~''a~
in ,..M~
a~ u~ ;mow Q (2007 500' 400'
QQ 5a' - goo' A c2aa) soo' Q c2oo7 500„
s Q Q 200' pQ toG'
A Q TO Q 300
(200') 500° Q Q
Q Q Q Q DESIGNED 6Y:
Q BUFFER CLJ
Q 50' M1N Q ~ Q TO TAPER Q D~AwN sY;
p~ Q '100'MAX Q BUFFER PMDIEML
~ SPEED BUFFER 500'!2007 Q 50'MIN ~ LIMIT tFT) Y Q TO TAPER CHECKED 9Y:
36 200 Q 100' MAX MAD
I 45 350 !2009 500" 500' (200') n1 55 400 y PROJECT NO.:
Manx ~ SDO'l200') 2293•BD
~ Y ~a soo'l2007
~ SPEED BUFFER J( DATE; MAY 2009
~ LIMIT !FT) ~ ~ 35 200
~ 500'(200') 45 350 _ o Y aao 500' f200') SCALE; NO SCALE
~ 55 400 y Moro Max
acw 0
Q„ ~ NOTES
~ ~ 1) A SPIGLE FLAGGER MAY BE ADEQUATE FOR LOW VOLUME 1T FOR OPERATIONS Of ~DIINUTES OR LESS. THE "ROK? 1EORK N APPLICATIONS. WHERE ONE FLAGGER IS USED, SUCH A5 FOR SHORT AHEAD SIGN MAY BE OMITTED
~ WORK PREAS ON STRAIGHT ROADWAYS, THE FLAGGER MUST BE VISIBLE SHEET ~ OF 35
~ ~ 0 FLING TRAFFIC FROM BOTH DIRECTIONS. 2} FOR TWO-LANE, LOW -SPEED !35 MPH OR LESS) URBAN STREETS, A TO APPR AC rnn7' cmu coanun uev ar iicrn
IZ- 2) FOR OPERATIONS OF 80 MINUTES OR LESS, THE "ROAD WORK 3) GENERALLY, THE USE OF "END ROAD WORK" SIGNS IS OPTIONAL FOR MEAD" SIGN MAY BE OMITTED SHORT DURATION WORK SITES. HOWEVER, F THE WORK SITE, ITSELF, IS Q)
(ici J) FOR TWO-LADE LOW -SPEED (35 MPH OR LESS) URBAN STREETS, A LONG, OR THE BEGINNING AND END OF THE WORK SITE ARE NOT VISBLE i 200 FOOT SIGN SPACING MAY BE USED. TO A DRIVER PASSING THROUGH IT, THEN "END OF WORK" SIGNS SHOULD BE USED.
SD=2
~0 O U
L DETAIL ~ 0 7 TRAFFIC CtJI~TR0U ~ L
i SD-2 NOT TO SCALE
o

NOTES: STAN©ARD THRUST BLOCKING
SEED AND MULCH 1.) THRUST BLOCKING SHALL BE USED AT BEND5, TEES, OR WHERE DIRECTED BY ENGINEER.
PER EROSION
CONTROL AND 2.) CONCRETE THRUST BLOCKS, ARCHES, ENCASEMENTS, PLOWABLE FILL, ETC. SHALL
SEDIMENTATION BE FORMED USING PLYWOOD OR SANDBAGS TO PROVIDE REQ'D SHAPE,
FINAL GRAI FINAL GRADE PLANS AND SPECS 3.) CONCRETE SHALL BE 3000 PSI MINIMUM,
#12 COPPER 4.) CONCRETE SHALL NOT, ENCASE OR CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS,
iii/\/\/ / TRACER WIRE WRAP PIPE WITH 4 ML POLYETHYLENE PLASTIC TO PREVENT BOND. cn
~ ee i~ ee
_ r / SELECT COMPACTED CONCRETE THRUST BLOCK SCHEDULE* BAGKFI LL PIPE BEND DESIGN w
FINAL BACKFILL
o TAMPED I~N SIZE 90° TEE 45° 22 1 2° 11 1 4° PLUG PRESSURE ~
z 12" LAYERS ~ \ UNDISTURBED EARTH IN H L H L H L H L C D PSI
w w 4 1.3 2.6 1.0 2.0 0,7 1.4 0.5 1.0 0,5 1.5 150
~ ~ 6 1.7 3.4 1.3 2.5 0.9 1.8 0.6 1.3 0,8 2A 150
~ /j/\~ 8 2.3 4.5 1.7 3.3 1.2 2.4 0.8 1.7 1.0 2:5 150
a w \ 12 3.3 6.6 2.4 4.9 1.7 3.5 1.2 2.5 1.4 2,7 150
o 16 4.3 8,7 3.2 6.4 2.3 4.6 1.6 3.2 1.8 3.0 150
J 20 5.2 10.4 3.9 7.5 2.$ 5.4 2 0 4.0 2.0 4;0 150
~ o z F w INITIAL BACKFILL , 6 • 6" TO PIPE BEDDING AND 240 6.4 16 0 5.9 181.8 4.2 8.4 3:0 6.0 3.0 6A 150
~ TAMPED IN TOP ,TOP OF PIPE HAUNCHING, CLASS I 3 S.O .
o w n : w z 6 LAYERS m o #57 OR #67 WASHED 36 9,6 19.1 7.0 14:1 5.0 10.1 3.6 7,1 3.5 7,5 150
~ r~ w / ' / ~ STONE COMPACTED TO 4 42 11.1 22.2 8.2 1,6.4 5.8 11.7 4.1 8.3 4,0 9:5 150
A \ \ ~ o w ~ o O \ ~ 90~ STANDARD 0 / / 48 12.7 25.4 9:3 18J 6,7 13.3 4.7 9,5 4.5 12,0 150
a SPRING LINE / ~o ~o op ~o ' PROCTOR DENSITY
a IP BEDDING i / o00 °oc 6 P E / 000 °00©00 ° o , PIPE GRADE =BASED ON AVERAGE SOIL PASSIVE BEARING / / / / / / / j ~ STRENGTH OF 2000 PSF USING SAFETY FACTOR OF 3.5 ~ Q
• ~ / /
~,/~./i . AA/V~/V~/~A/\A/VAT\A/ . /
WIl WIDTH UNDISTURBED d ~ EARTH
O.D. + O.D. + 24" MIN 18" ~
O.D, + V O.D, + 48" MAX ~ ~ MIN.
. ~ TRENCH WIDTH " ~
(O.D. + 18 MIN) 12 ~ ~ y. a
ON TES. I c ~ CLASS B ~ w
• TYPICAL FOR PIPE DEPTHS OF Oy TO 1. -IS OF Oy TO 14°. FOR DEPTHS GREATER THEN 14° i ~ ~ ~ ~So CONCRETE
PROVIDE CLASS i MATERIAL FOR ENS IAL FOR ENTIRE PIPE EMBEDMENT ZONE AND COMPACT I _ _ -v~ ~ ~ o
TO 90% ALL TRENCHS 20' OR GREATI 0' 0R GREATER SHALL BE DUCTILE IRON PIPE. ' / to ~
~t, I r • t7 ~UIRING SHORING AND BRACING, DIMENSIONS SHALL BE ~ / ~
2, FOR DEEP TRENCHES REQUIRING SHOR TAKEN FROM THE INSIDE FACE OF THI FACE OF THE SHORING AND BRACING. ~ ~ ~ ~ z
10 OR LESS ~
3. NO ROCKS OR BOULDERS 2" OR LARG 2" OR LAR(~R SHALL BE USED IN INITIAL BAGKFILL. F'0115
GATE VALVE 4. SELECT BACKFILL MATERIAL SHALL B ~4 ALL-THREAD STEEL IAL SHALL BE USED IN ALL LOCATIONS WHERE i TYPICAL PLUG z
TEE OR CROS ROD (CUT TO LENGTH) EXCAVATED MATERIAL IS DETERMINED DETERMINED, BY THE ENGINEER/CONSTRUCTION TY~ICAL~ SECTION
OBSERVER TO BE UNSUITABLE FOR B e TABLE FOR BACKFILLING, TEE OR BEND ~ a
CAVATION SHA 5. ALL TRENCHING AND EX U ~AVAT10N SHALL BE IN ACCORDANCE WITH THE LATEST _
EDITION OF THE NORTH CAROLINA OC( CAROLINA OCCUPATIONAL SAFETY AND HEALTH ~
• STANDARDS FOR THE CONSTRUCTION I VSTRUCI'ION INDUSTRY MANUAL. ~ i ~
+a;' ` J 1 2 L, 1 2 L CLASS B Z
.A~ ~ g ; CONCRETE O
• ~a
• 0 a I / / ~W ~ m j / UNDISTURBED / ~ ~ ~
1'-0" M.J. NIPPLE r ~ EARTH ~ / ~ z cn ~ Q
WITH GLANDS (MIN.?
CONCRETE BLOCKING PIPE TRENCH , / i ~ W w.>J
I
ROD REQUIREMENTS 3 'E BEDDING ' ~t`r: ~
BRANCH SIZE NO, OF RODS SD-3 NOT TO SCALE i - i~'''~'---= Z = ~
4" 2
6" 2 ~ ' • w I I ~ ~ ~ ~
8"' 4 _ / 4~ f)
• 12" 4 J .
16" 6 ~ ~ UNDI STURBEO ~ O
2~4" 6 ~ /WRAP PIPE WITH 4 ML ~ ~ ~ EARTH ~
POLYETHYLENE PLASTIC ~ ~
GENERAL NOTES
MIN. 2" OR MAT! ASPHALT TH C . 2" OR MATCH EX. ; TO PREVENT BOND ; p
1, ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL ° BE COATED WITH 2 COATS OF BITUMINOUS SASE PAINT. WHICHEVER IS G CHEVER 15 GREATER. z
2, SEE STANDARD THRUST BLOCK EXIST1Ni MIN. 6" CABC OR EXISTING SURFACE MATCH EXISTING Z
GRAVEL THICKNESS, PLAN -TEE PLAN -BEND _
3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS. SURFACE EL WHICH EVER I S ~ ~ GREATER
~~~~'~1~~':.; 8 MIN. MIN. 6" 4 STANDARD TH T BLOCKING `~4~a°~~°°°g/~
t.. ~J. r,. f. 5
z ~ z 5D-3 NOT TO SCALE O °~~a¢~/' ~ 12"
SD-3 NOT TO SCALE ~ ee ~ ~ 12" 12 ~ ~
o o ,COMPACTED FIL IMPACTED FILL 12" o o COMPACTED FILL ~ °
~ ~r ~r ~ TRACER Wlf ~y `i \r/~\/r /r\\//\~: ~-TRACER WIRE /icy/~~>ri ~ ~ TRACER WIRE a ,~``"a m
\~j\\ii\\\ri n n ri\\r\\rI, i~~~r~ii~ //~~i~\~ FINISH GRADE ~
~f\i\i\ 12 12 . r\~i\\, :if/\\ir~\i/,r/ r/~\i/~~,
MIN MIN.. r\y\\r ~i\/r\/i~ r\i\ ,~\\//\y/,y/ MIN MI /\\//\y k 12 ~ / j``f=°aeb,o°~n~~,~<
~~\r\r\r\ \ \ \ NOTE; NO ENCASEMENT REQUIRED FOR i\r/i\rr%/%ri~i~~ri~ri\ \r/i\ri~r/~/i,~ ~,\i//~`%/~~//~//\`i/\yf~\i/\\ \\iT\i/\\i~`\~\~ ~ iv z MIN \ .
SPACE GREATER THAN 12 .\i~\;\\~\~~\~~\\,.~\,~\.. . \%\:\\~\\~~:~\\,~\<`\/~~.,~/!,r~' TYPICAL CONCRETE THRUST ~
CARRIER PIPE ER PIPE CARRIER PIPE COLLAR. MIN OF 12" INTO. CLASS B UNDISTURBED MATERIAL
/ / / \ / / / ALL AROUND. CONCRETE
\ , \ OSSING DETAIL ~ \ ~ ~ ROAD CR ,I~ GRAVEL DRIVE REPAIR DETAIL V
w / R ~ e TYPICAL BEND
° 6" PIPE 6" ~ coy e n z 3 -0 "
~ O.D. _ ~ ~ ee MIN. 2 OR MATS " WRAP PIPE WITH 4 ML f, 2 OR MATCH EX.
PLOWABLE FILL 3 CLR #4 TIES ~ 2°-0°° ASPHALT THICK 'HALT THICKNESS MIN. 4" OR MATCH POLYETHYLENE PLASTIC
FULL TRENCH WIDTH (TYP) WHICHEVER IS G 'CHEVER IS GREATER. EXISTING CONCRETE TO PREVENT BOND
EXISTIN (SEE NOTE i) EXISTING SURFACE THICKNESS PLUS ONE ~ INCH, WHICHEVER IS TRENCH BOTTOM
~ EXIST r---= GREATER,
~ ~ ~ PIPE ® o o o ~ J..• ,y,:..,s.;: • fl PROPOSED ?.r: • ,'t . 8 CABI CABC SECTION o DESIGNED BY. CI
,q PIPELINE :~a~ - n D • ~:o': o ~ i P 5~ 12 TYP z ? a o STONE BASE FINISH (MADE ~ DRAWN BY;
~ o I o AROUND PERIMETER ~w •
'~:a~::. 6 MIN ,gip a > L r ,h ~ " ..:d.;:;.; o o , o a COMPACTED FIL }MPACTED FILL o o COMPACTED FILL PMDIE~ EXCAVATION \ ~ ~ z 'Q
6 MIN ~ 12 MAX ~ ' o , - - ' ® ? ~ ~i~~/~ 3-TRACER WIRE .y\~i f / TRACER WIRE FOR COLLAR ~ " w - CHECKED BY;
~ ~ ~ ~ ~ r`~i\`~i ~ / r /TRACER WII ~ 12 MAX ~ , v~~vrvvv ~v~vi, o a ~ ~\ri\/i /i yir i ca wr~r/vvr/ i*~ /ivy ~ . , TRENCH 12 ~ ~ ~ ~ MF i ~Vi\/i\/i //`/i\/i TYPICAL CONCRETE WIDTH M! N a
'(':Or,:~~: ~~:V.:.:.~r D . ~A ~ D \//Y~/Vr 12 12 iVA/VA/ ,ii\~r/\~~y/ 12" 12" /i~r/\~~ THRUST COLLAR. > r ~ PROJECT NO.;
~ PIPE SEE PLAN i\\i\\i\\i~ \r\/ ::a:. ::o".~~ p p ,r\r\/\ MIN \ . \r\/\r\r MIN /~\r~~ ~i//v/~//~r// ~~i/\\~ MINIMUM OF 12" i NTO 2293-E MIN MIN ••:r'• I-
~ EXIST PROPOSED _ ~ _ ~ , o ~ ; ~ . FOR SIZE (i~ir~r%/ /i\~/r\ a: - %\\i\\/~\i~U/\\i\ir\\ir\\ir\\ \\r\\ir\\i/yr~, \ \ \ \ \ \ \ UNDISTURBED SOIL. ° z ® DATE; i~/r~//~/r~l/~//\r/fir/\/~ \//~J/~//~///\, ~ ( ''ac, ;V ~
~ plpE PIPELINE ~ ~ r ri r\r~~\r\/\r\ \/\r\r\i \ \\i \\i\\i\\i> \ \ WRAP PIPE WITH 4 ML ~ Z MAY 20~
1 THICK ~v,~v,~v,,v, POLYETHYLENE PLAST1C SCALE; TER PIPE CARRIER PIPE TO PREVENT BOND i _ _ ~ ~ o AS SHON
~ COMPRESSIBLE CARRIER PIPE ' ~ JOINT FILLER USE FOR ALL PIPE CULV~~T CROSSINGS. ~ ~ ~ o k ~
~ ' 12" MATERIAL 'AIL CONCRETE DRIVE REPAIR DETAIL CLASS B /
~ ASPHALT DRIVE REPAIR DETAIL o N MIN CONCRETE \=i'= -J
D N
PROPOSED PIPELINE PROPOSED PIPELINE Q NoTE:
n1/GR GY T CT P T P~ I INIIFR FXT ST P T PF ai ~ naFa cuTS a~oNG SOIL ROADWAYS ROADWAYS SHALL BE 6ACKFILLE[)_WITH APPROVED SHEET 35 OF 3
c %J v `1 ` " y I L- - . _ SUITABLE MATERIAL AND PROPERLY TAM ZOPERLY TAMPED IN ACCORDANCE WITH
a~ m SPECIFICATIONS. ELEVATION
8
QD 0) -~2 CONCRETE ENCASEMENT TRENC CJ U SD-3 NO SCALE L TRENCH SURFACE REPAIR
J.z TYPICAL SD-3 NOT TO SCALE S! 3 NOT TO SCALE 1o THRUST COLLAR F VERTICAL BENDS. S D ;ALE
V) (2) 4 SD-3 NOT TO SCALE
Ln u