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- i ~ ~ r C ~ STREET INTO RIPRAP DAM U O cD
Tj ~ t r * T ~ ~ PAVEMENT 2'-0' - fy; ~ i ~I ' d ` r ) MIN. 12 112 GA. 2'-0" SILT FENCE AT z U m CENTER OF DAM -
:r • ~ r MIN.10 GA. ~ ' ~ ' ~ - - _ F - _ I ~ INTERMEDIATE ~ _ i~ z 1'-8" MIN ' w w °
LINE WIRES I ' t I ' WIRES ~ { i I i VARIES W ..I_,':' cLASS'B" SIDEVILW r _ _ = Z o
r _ t~t(, ~i c,. ~ ~ I 1, i. t-~. Iii}.4~i~;'~ Fr ~ ~,'I ~ .1 12 RIPR I"'_ ~
' ~ r ek'"t`~a I ~ ~ ~t•''ii~; ~ f t % ~ I ~ E ~ GRADE #57 WASHED NE 2 2 WASHED - ~ _ VARIES `~1.5' z 2 W
~1„ a .IE[;r, E It FULL FACE OF - - ~ 1 ~ x= - 1 STONE ~ i = z ~ -9'MIN MIN NOTES: 2 _1I__ 2 ~ ~ ~ ~
i ,~f-~ iq .NY- ~ r=~B r- SECTION - . 1, F i _ . 1 in o , - 1. HEIGHT AND WIDTH DETERMINED
~ _ .T. _ , . -_1 I r ~ I T - - - BY EX TOPOGRAPHY AND FLOW
iu ~ lip' i - T I - _ - ' - I-+ KEYED SEDIMENT STORAGE REQUIRED. - ~ - ~ - _ I _ ~ RIPRAP
~L~i - ' w ~ 2. KEY RIP-RAP INTO THE DAM
TEC ION 0 T T PR INLE vlEw URB T C FRON ¢ R STABILIZATION. } 0 ° NOTE: ¢ _ . _ m U N p ~ ~ Q
STEEL POST NTS HEIGHT AND WIDTH DI I ERMINED - #57 WASHED STONE -
BY EX TOPOGRAPHY nND VARIES ` W ~ ~ z NTSTORAGE Ilt_QUIRED. 0_ n ~ 0 SEDIME SECTION 1
- I,~,~ WOVEN WIRE FABRIC FRONT VIEW > I~ a ONT VIEW
j SILT FENCE FABRIC FRONT VIEW T 32" MIN. WIDTH =1600 CU FT PER ( ) MIN VOLUME 0 bA P, ~ ~G~
'I DISTURBED ACRE LET Z a ~ Sao Y E DAM C K K C C U 0 _ 0 R E TON
NOTES: b I ~ -FILL SLOPE co 5 FT. S Q N oaz~ Z ~ ~ N oho
EN DRAINA~~t AREA ~ ~ j ~ MIN 1. USE SILT FENCE ONLY WH SIDE SLOPES 2:1 NTS NTS C~ W Q w~a~
IvERIN DOES NOT EXCEED 114 ACRE AND N I 14" OR FLATTER FULL CLASS'B' RIP-RAP - (n U Qro
-GRADE AREAS OF CONCENTRATED FLOW PERIMETER OF TRAP ~ 1'-6' MIN ~ } ~~z~^ CONSTRUCTION EASEMENT W F- ~ L!J w w 0
- FREEBOARD 2. FOR REPAIR OF SILT FENCE - • ' ' oo ~=u~ -i,,_ TOP OF EARTH BERM _ ^ r-1 H M 10,_,1„ > d ° z G
~r ~~o- - FAILURES, USE N0.57 ~ - - l - - - - N ~ J Z Z ~ ?~~x~ hills Q ~ Uadwu.
WASHED STONE ~ TOP ELEV. OF STORMWATER x - ~ ~ Q , ~ ~ ~ Z pU - _ ~ W
I _ TOE FENCE WITH #57 STONE OR ~ j #57 WASHED STONE ; - ~ CONTRACTOR'S SUITABLE, DRY, COMPACTED FILL ~ _ 2 DEWATERING BASIN ~
- _ - - ~ ATERING w 112 ~ '1 ,o~ DEW Z 1 0 • SIDE SLOPES - Wl 2.1 AND BAGS RIPRAP ANDS ~ J
SIDE VIEW V-TRENCH o DEPTH _ - - PUMP KEYED 1'-6" MIN INTO ° z N0.57 WASHED o ~
REMOVE SEDIMENT FROM STREAM BANKS AND BED ~ MP STONE STONE TE
TRAP WHEN SEDIMENT HAS A UMULATED TO ONE 12" ' VARIES -FILTER L DAM .¢o
NCE SIL _ _ ~ RY RA ABRIC 0 F MP TE HALF THE DESIGN DEPTH MIN ' ~ Z W ~ Z J
NTS - - - - DRAINAGEAREA MIN WEIR NOTES: TRENCH OR 12' #5 ASHED TEMP RIPRAP ¢ Y ,~zp V=1800(A) STON - APRON a 0 a ~ ¢ ~ F~~- z
LENGTH FT - _ TION - (ACRES) ( EXCAVA za~0c7aa - OLUME OF BASIN C~ _1~ Q ~ V V ~
1 4.0 SIDE VIEW 1. TRAP LENGTH, WIDTH, DEPTH ~ - BED AREA POF .y - _ 3Q>m J~Q A- DISTUR TO FLOW - ~ 0 g w w z 0 0
2 6.0 AND WEIR LENGTH AS SHOWN ON PLANS. MPED INTO S ~ TEMP 24' T 2' CMP - BEING PU BANK - _ ~ ¢ 0 ¢ }
.0 2' MIN 3 S ~ - - BASIN ACRES E-, - Q z a W W> ( ) , G~ - „ ¢ ¢ ¢ Z w ~
COMPACTED SOW 4 10.0 2. KEY RIP-RAP INTO THE DAM F 5 12.o PLi ~,~,11~ ~Q~~WJf4
SOIL _ _ _ _ FOR STABILIZATION. _ 4 FT. MIN PLAN ~ ~ ~ - 0 0 0 ¢ _ L~ ~~~-~-Wwo 1 yV ~i 0¢OOw¢W
- - - ~ -FILTER FABRIC EMERGENCY BY-PASS DESIGN 6" BELOW SETTLED N0. N0.57 WASHED ~w00¢du-
I SETTLED EARTH 21 RIPRAP SIDES OF 1'-6' MIN ~ 2:1 SIDE SLOPE TOP OF DAM STOI STONE 8 6" MIN POLYETHYLENE
BERM -,1,~~~ , SPILLWAY TO ' TOP ~ M MAX ' TOP OF BER ~ FABRIC ~ PIPELINE CROSSING
i - 1'-6' MIN ~ ~ - r I STREAM - VOLUME OF 0' MIN
i ~ ' FREEBOARD PUMP- ' 1 1 BASIN - ~ -
- ~r - PL
- ERFILL 6" ~ OV ~ FOR SETTLEMENT
6' TYP _ ~ _ - ~ NOTES' RIPRAP AND SAND BAGS
1 _
SECT 12" OF N0.57 WASHED RE PUMIPING IS NECESSARY FOR '-6' MIN INTO SECTION 1 WHE KEYED 1 DEWATERING TRENCHES OR EXCAVATIONS, STREAM BANKS AND BED ~ N EASEMENT
N FT MIN ACE OF R i 3 EONF E -TON V s I D Y R A R P E T CONTRACTOR SHALL UTILIZE A STONE CONSTRUCTIO _ - _
- - ~ RAP SPILLWAY RIP Z NTS FILTER TO REMOVE THE SEDIMENT FROM ~ 8 MIL ~
O THE PUMPED WATER. TEMP STONE POLYETHYLENE ~
o FRONT VIEW _ NT DAILY. DAM ~++u+~~+u,~~~ T R SHALL REMOVE SEDIME FABRIC b NTRAC 0 2. CO ~ P i P RIPRA TEM ~ ~ 12' #57 WASHED
0 XCAVATION 3. UPON COMPLETION OF TRENCH ORE TOP OF BANK I STONE APRON ~
0 6, 6, NCH. ? ~ ~ O PUMPING, STONE MAY BE PLACED IN THE ~ NOTES: ~ • •~y ~ ; t
- - , RAP E TT W IM N ED Y S AR OR TEMP I ~ ~ - FLOW ~ $ N ~ ~ 1. STONE FOR DAM AND CROSSING TO BE . ~ ~ , ~ W 4 c9 ~ x ~ ; - B RIPRAP UNLESS OTHERWISE i a : N o Z; cv ;1
~ NTS h S~ CLASS , v .cn ~ ED Inc - NOTED ON PLAN. % y U•:a
LT FI NE T S ~ USE 6 STAPLES AT I N EX STREAM B TEMP 24" TO 42' CMP BA t; r :0 ER LT , FI NE wN d sdd ~c
i o 0 0 ° ° START OF EACH MAT U NTS 2. CULVERT SIZE AND NUMBER AS SHO - .,Soy ..,tip ~ NTS ~ z _ ON PLANS. ~
~ - ~ , o'Z
~ °i S - ON ATI ND E M OM C - WHEN TEMPORARY CROSSING IS NO ~~NN~nI?ll~~~~ ' FILTER a ' ~ 3.
t RE TI N N LLA TA G IN TIN AT M O a PIPELINE CROSSING LONGER NEEEDED, REMOVE TEMP CMP, FABRIC DAM, AND SANDBAGS AND RIPRAP ALL
~ ° ~ 1. MATTING SHALL BE DESIGNED TO WITHSTAND FLOW VELOCITIES UP TO STREAM ANKS DESIGNED BV: DISTURBED AREAS WITHIN STREAM B JCG
V i
STAPLE LOCATIONS 9 fps. 0 r, 2• PREPARE THE SOIL AND APPLY APPROPRIATE FERTILIZER AND SEE . CLASS B RIPRAP UNI SECTION DRAWN BY: SS B RIPRAP UNLESS EXISTING CGL, CDE
~ 3. UNROLL THE MAT WITH NETTING ON TOP AND STRAND FIBERS IN NOTED OTHERWISE 'ED OTHERWISE GROUND I N G CHECKED BY:
O o 0 CONTACT WITH THE SOIL. SS RO C EAM STR ARY POR TEM
NTS
~ 3' - 0" 4. ON SLOPES, PLACE THE MAT VERTICAL OF THE SLOPE AND FOLLOW ,C I STAPLING PROCEDURES SHOWN ON DIAGRAM. PROJECT NO.: '~i ~ 2810-F
ARALLEL TO THE FLOWLINE cn ~ 5• IN DITCH LINE AREAS, PLACE THE MAT P ti
0 0 o W'~ CH AND FOLLOW STAPLING PROCEDURES SHOWN ON DIAGRAM. ~ ~ OF THE DIT Q DATE: S. TE LN
~ 6. SIDES OF ADJOINING MATS SHALL BE OVERLAPPED APPROXIMATELY 6' > TR N s N OCT 200 SI ER Tye i M~RTINMILLCRCEKINTERC~PTOR
O OVERLAP BEFORE STAPLING. o~ ti TER EROSION CONTROL MEASURES SCALE: F 1. PERIME PROJECT 71648
A E A PORTION OF THE PLASTIC NETTING AND I ~0 7. EACH STAPLE MUST ENG G ss. SHALL BE INSTALLED PRIOR TO CLEARING
N - i 0 0 0 0 0 o BESET FLUSH WITH THE SOIL SURFACE. ~ ' ~ AND GRUBBING. MMISSION AS NOTED WINSTON-SALCM/FORSYTII COUNTY (ITILITYCD
_ 8. TO AVOID DISTURBANCE OF SEED AND FERTILIZER BY WIND OR HEAVY FILI ER L BE CLEANED AND ORES SHAL ~ • • AS . ME FABRIC 2 NORf11CAROLINA
~ 6" OVERLAP p _ - RAIN, EXCELSIOR MAT SHOULD BE PLACED ON THE TREATED AREA WITHIN MAINTAINED UNTIL GRASS IS ESTABLISHED NIN.STUN-5'AI,f;A?
~ 2 TO 4 HOURS. VARIES ' VARIES AT WHICH TIME, EROSION CONTROL DEVICES HEET N0. ARIES VARIES I 'MIN. THICKNESS C~N~~C~' ] S SHALL BE REMOVED. , - _ ~ ri ass "B' 24'
t 9. WHERE DIFFICULT IL v V 3. CONTRACTOR IS RESPONSIBLE FOR ASSURING
SPACING OF STAPLES MAY BE REQUIRED. THAT NO OFF-SITE SILTATION RESULTS FROM
C 10. WHERE EXCELSIOR MAT MUST BE SPLICED DOWN THE SLOPE, PLACE D E RAP RIP CONSTRUCTION OF THIS PROJECT. W DETAIL
MATS END OVER END WITH APPROXIMATELY 6 OVERLAP, STAPLE
ATELY 12 MATTING EA, APPROXIMATELY TS PED AREA, CONTROL H VERLAP c, cl- EROSION THROUGH OVERLAPPED " APART. ~ ~ NITS EROSION CONTROL DETAILS 19
c) (N NITS OF 19 SHEETS
0
~ cl- ~(3)

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V L' Y _ " i DESIGNED BY: I ` I i I
~ ~ F ~ - _ _ ~ { v_ _I_ , 4 I t v., JCG I t f
' ~ ~ _ ~ ~ ' k ~ R r i ~ I ~ ~ ~ _ , i ~ u r a F0 .37 % " ~ _ _ „ _ _ o _ _ w_ F ~2».p11?-~ ~ ~ . ~ DRAWN BY.
F1 ' Sl ~ i ~ ~ I : ass _ . . , . v_ r_ _ , , _ w- - _ _ o . I ~ ~ ~ ~ ~ ~ ~ CGL, CDE N
L ~ , f . ~ i i ~ ~ ! k i ~ ~ I ~ i ~ ~ ~ ~ I `0 CHECKED BY: ~ ~ _ _~<<. _ u ~
[ , _ d ~ ~ ~ _ j _ _ c. i c t ~ N j # ~ cy i ~
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~ fi _ ~ _ ~ t U ~ i > > a pz _ z~ ~ _ ~ 2810•F
O pp rr~~ f I ' OLO ~ w ~ _ nn.~~ ~ s..~~.. _ _ ~ ~a ~ _ t.~ ~ ~ r` + - - 70+00 8~0 _ z z DATE:
F q r. co ~ u~ i OCT 2003
_ 2 _ i + ~ _ pQ p t IN 4 (V r ~ MARTIN MILL CRCLK INTL'RCL'PTOR
~ ~ cs ~ I ~ ~ ° w ~ ~ ~ . ~ ~ 'CONCRETE ~ ~ SCALE; , _ _ PROJECT 71648 1,~ _ 40' HOR,
' ~ o ~ u ~ ~i E 'ANTI-SEEPAGE 0 I, ~ p ? _ : ~ Z _ ,C L
~ WINSTON SALL~M/FORS'YTIICOUNTYUTILITYCOMMISSION 1" =4' VER. _ WIN.~'CON•SAI,I,'M NOR'lIl(,"ARDLINA
0 d_Z _ F. ,~Z ' > > g
z z' _ SHEET N0.
(q
O CL C BEDDING MAR TIN MILL CREEK INTERCEPTOR
O O € e , 10
FROM: LOWERY MILL CREEK INTERCEPTOR TO: OLD HOLLOW ROAD OUTFALL
Cj- Q) C) uw.ra0._ ,ra.. OF 19 SHEETS
59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00

M O
O N W
MATERIALS LEGEND
LEGEND ABBREVIATIONS D
EXISTING NEw ~o
z Z
EARTH OR GRADE ~ ~ ~ a
BM BENCH MARK ,RK ~ ~
A ARFA LP LIGHT POLE ~ w GRAVEL ~ ~
pggNp ABANDONED LT LEFT LWL LOW WATER LEVEL TBM TEMPORARY BENCH MARK ICHMARK ~ J
ABC AGI:HEGATE BASE COURSE AC AGIII S a
c)VE FINISHED FLOOR MAX MAXIMUM Q SURVEY POINT A.F.F. AR w )INT EXISTING OR PRECAST CONCRETE z
AL Pd I IMINUM MECH MATERIAL w c9
pl'I'I tOXIMATE MATL MECHANICAL ~ HST HUB & TACK APPROX ;,K o
ASPH p:;l'IIALT MFR MANUFACTURER NEW CONCRETE a a
y pti51 MBLY MH MANHOLE ~ N&C NAIL & CAP AS5 ~p a
AVG AVIIIAGE MJ MECHANICAL JOINT GRATING
ARV plliliELEASEVALVE MIN MINIMUM ® PK PKNAIL
AZ p~IMUTH MON MONUMENT
AWWA AMI RICAN WATER WORKS ASSOCIATION TREE WITH TRUNK DIAMETER ;DIAMETER SAND OR GROUT
NIA NOT AVAILABLE w
g-B BACK OF CURB TO BACK OF CURB N NORTH i"~ SHRUB QQQQ RIPRAP pCJGJCJCJ ~ ~
BLDG BI III DING NAD 83 NORTH AMERICAN DATUM 1983
BM BI NCHMARK NC NORMAL CROWN WOODSLINE w Q ~ N U
BOA BI t~W-0FF ASSEMBLY NC GRID NORTH CAROLINA GRID METAL (LARGE SCALE) ~ ~ Z N ORNER U o
BOT Bt~t10M NCGS NORTH CAROLINAGEODETICSURVEY PROPERTY CORNER 1111 WIRE NIC NOT IN CONTRACT ~ BW BA ~ o~
NIP NEW IRON PIPE EIP IRON PIPE NIP ¢ ~ ~ ~E O
CrnIIS AND GUTTER N0. NUMBER ~ C&G METAL (SMALL SCALE) L U = Q
CB C~u i'H BASIN NTS NOT TO SCALE Z N M -X- -X- z - ~ ro
NOM NOMINAL -x x- FENCE CCUC CI I ~ COUNTY UTILITY COMMISSION Z ~ W Z =N
C/L CI N I ERLINE NWL NORMAL WATER LEVEL ~ POWER POLE Q N N ULE ~ ~ M
CIP C~~'~ I IRON PIPE 0
CI (;I n IH INLET OC ON CE'~TER O_~,N iE " o
I I r~RANCE OD OUTSIDE DIAMETER GUY WIRE CLR C Z U M - ~ M
CM C~'N~RETE MONUMENT 0!H OVERHEAD lLE W W °
~ N IAUGATED METAL PIPE ORIG ORIGINAL ~ LP LIGHT POLE CMP C W z z °
CMU G'NCRETE MASONARY UNIT - m :TER ~
Co CI I ~ our Pc POINT OF CURVATURE ® WATER METER Z W
CONC Ct'Ni;RETE PED PEDESTAL ~i~NIINUOUS PE PLAIN END ?M9 MAILBOX ~X
CONT L
CONSTR G''N~TRUCTION PI POINT OF INTERSECTION ~~N~RACTOR PIV POST INDICATOR VALVE ~S SIGN
CONTR C COR C"IWER P!L PROPERTY LINE GENERAL N(?TES
~t n)LINA POWER AND LIGHT PP POWER POLE CB CB CP&L c III ~ CATCH BASINS SINS ~ ~
CULV C' n VERT PRV PRESSURE REDUCING VALVE m U N
PSI POUNDS PER SQUARE INCH _ _ _ _ _ _ _ _ STORM DRAIN PIPE IN PIPE ~ z
PVC POLYVINYL CHLORIDE D pl i•IH OLLOWING ITEMS SHALL BE ADHERED TO IN THE CONSTRUCTION ~ ~r THE UTILITIES AND APPURTENANCES W h--I ~ ;.1 THE F
DI prn rP INLET PT POINT FES FLARED END SECTION WITHIN THIS PROJECT UNLESS OTHERWISE NOTED OR APPROVED BY 1 r is ENGINEER. ~ ^ ~ 0 SECTION C ~ ~
DIA pI~n1ETER PVMT PAVEMENT 0 bU A 1 UNDERGROUND UTILITIES ARE GENERALL SFIOWN BUT DO NOT COVER ii i. UTILITIES AND DO NOT INDICATE ~ a ~ ~
DIP pt FILE IRON PIPE - - 163 - - CONTOUR JR 1 F ti ACCURATE LOCATION. CONTRACTOR SHALL C.:NTACT A UTILITY LOCAL my SERVICE AND CCUC 24 HOURS Z Q- ~ 0 0
DIM plnu NSION R RADIUS PRIOR TO EXCAVATING. A LIST OF UTILITY OWNERS AND CONTACT NUMntRS FOR THE PROJECT AREA IS Q ~ c7 ~ Z ~ 162.5 PROVIDED BELOW FOR REFERENCE BY THE CONTRACTOR. L
DISCH pr~~:HARGE RIW RIGHT OF WAY 162.5 f- ~ N o0 ATION W U Q w o w
N RETE PIPE X SPOT ELEVATION DIST pL. l ANCE RCP REINFORCED CO C w DUKE POWER 336-727-4300 - ~ ~ ~ z a ~ ~ e POWER: (n ~ ~ w v, ~ ~
DOT pl I'ARTMENT OF TRANSPORTATION REF REFERENCE _ _ DITCH I _y W ~ } N ~ z
pyy pt~MESTICWATER REQ'D REQUIRED CABLE N: TIME WARS" R CABLE 336-761-8655 ~ F' W w k 0 v m ~ 0 cn ~ ~ x~ vv B-5 0 ~ o
Q pIIIA RET RETAINING B-5 LING ~ TELEPHONE: SPRINT 800-366-9464 J Z z ~ U a 3 w w
REV REVISED SOIL BORING Q~0 ~
E EA:; F RPZ REDUCED PRESSURE ZONE WATER OR SEWER: PUBLIC WORKS /COUNTY WATER 336-727-2331 Z ~ U UJ ICE ~ ~ W
Al'H RPM REVOLUTIONS PER MINUTE SILT FENCE EA F 2. TEMPORARILY REMOVE EXISTING SIGNS, MAILBOXES, STORM SEWER PIPE, AND OTHER STRUCTURES AS ~ Z
EFF EFI I VENT REINF REINFORCED .K DAM REQUIRED FOR THE INSTALLATION OF THE UTILITY. REINSTALL ALL ITEMS TO THEIR ORIGINAL CONDITION. ~ J
EIP EXISTING IRON PIPE RT RIGHT ROCK CHECK DAM EL ELEVATION INCLUDE COST IN THE PER FOOT COST OF THE UTILITY BEING INSTALLED.
ELEC ELECTRIC Sna slDEwaLI~: DROP INLET PROTECTION OTECTION 3. SUPPORT EXISTING POLES, UTILITIES, FENCE:. CULVERTS, PAVEMENT, CURBING, AND OTHER STRUCTURES DURING
EP EDGE OF PAVEMENT SAN SANITARY CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST. ~ p Z W~ZJ
EW EACH WAY SCH SCHEDULE CURB INLET PROTECTION OTECTION Y . ~ Z 0 a
EX EXISTING SF SILT FENCE 4. 4-INCHES OF NCDOT ABC AGGREGATE SHALL BF PROVIDED FOH THE FULL WIDTH OF UNPAVED DRIVEWAYS a HZN3~~
EXP.JT. EXPANSION JOINT SHT SHEET EROSION CONTROL MATTING NG AND ROADS DISTURBED DURING CONSTRUGI iJN. Z a Q 0 ~ Q Q OL MATTI
S SOUTH GUTTER. REPLACE CURB AND GUTTER WITH NEW CONCRETE TO ~ a ~ ~ J ~ p 5. OPEN CUT ASPHALT DRIVES AND CURB AND HING PER ASPHALT PATCHING REPAIR DETAIL. ~ ~ W ~ 0 ~ }
F.F.E. FINISHED FLOOR ELEVATION SPECS SPECIFICATIONS W WATER LINE .INE MATCH ORIGINAL DIMENSIONS. PROVIDE PAVEMENT PATC ~nQZQW~w
FG FINISHED GRADE SO SQUARE ~~Q~U~~ 6. ACCESS ROADS OTHER THAN ALONG SEWER EASEMENT SHALL NOT CR05S WETLANDS. CONTRACTOR SHALL ~ W ~ ~ Z W ~
FH FIRE HYDRANT SS STAINLESS STEEL SS SANITARY SEWER iEWER ACQUIRE THE NECESSARY EASEMENTS FOR SUCH ACCESS ROADS. 0 a 0 0 ~ J ~ H~F-~WU.O
FIN FINISH ST STREET ZOZZWQJ 7. NOTIFY CITY/COUNTY PUBLIC UTILITIES DEPARTMENT 48 HOURS IN ADVANCE OF MAKING ANY TIE TO 0 ~ O 0 ~ d
FLG FLANGE STA STATION M FORCE MAIN F CAIN AN EXISTING UTILITY.
FM FORCE MAIN STD STANDARD
Fp FIRE PROTECTION SYM SYMBOL G GAS LINE VE e. THE CONTRACTOR SHALL EXPOSE EXISTING UTILITIES 400 FEET IN ADVANCE OF THE TRENCHING OPERATION. POTENTIAL CONFLICTS SHALL BE BROUGHT TO THE OWNERS ATTENTION IMMEDIATELY.
FPS FEET PER SECOND FT FEET T TANGENT
OHE ELECTRICAL POWER (OVERHEAD) FfG FOOTING TBM TEMPORARY BENCH MARK R (OVERHEAD) 9. EXISTING UTILITY SERVICE LINES ARE NOT SHOWN. THE CONTRACTOR SHALL INVESTIGATE AHEAD OF THE TRENCHING OPERATION AS STATED ABOVE. THE PROJECT BID SHALL INCLUDE THE COST OF REPAIRS TO EXISTING SERVICES
TCP TERRA COTTA PIPE
TEMPORARY DIVERSION DITCH uGE ELECTRICAL POWER (UNDERGROUN G GAS TDD ' NDERGROUND WHICH ARE DAMAGED OR REQUIRE RELOCATION. ,U )
GA GAGE TEL TELEPHONE 10. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID DISTURBING PROPERTY CORNER MARKERS SUCH
TEL PED TELEPHONE PEDESTAL OHT TELEPHONE CABLE (OVERHEAD) GALV GALVANIZED OVERHEAD AS IRON PIPES (EIP) AND CONCRETE MONUMENTS. IF A PROPERTY CORNER MARKER IS DISTURBED BY CONSTRUCTION ( ) ACTIVITY, CONTRACTOR SHALL HIRE A PROFES510NAL LAND SURVEYOR TO RESET THE CORNER AT NO ADDITIONAL
~ GM GAS METER TEMP TEMPORARY COST TO THE OWNER. UNDERGROUND)
~ TE THK THICK uGT TELEPHONE CABLE (UNDERGROUN[ ~ GPM GALLONS PER MINU 11. IF REQUIRED, BYPASS PUMPING OPERATIONS SHALL BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. BYPASS
'p GR GRADE TOC TOP OF CURB PUMPING SHALL MAINTAIN WASTEWATER FLOW THROUGH THE SANITARY SEWER SYSTEM AT ALL TIMES. ABLE (UNDERGROUND)
~ ATF vALVE TOP Top oFS~O~F - uGFOT - FIBER OPTIC TELEPHONE CABLE (UNDERG ~ GV G 12. MANHOLES SHALL 8E 4' STANDARD MANHOLE WITH TYPE 1 RING AND COVER UNLESS NOTED OTHERWISE. \ ,pN~up~ip~~Il
~ GYP GYPSUM TOW TOP OF WALL ALVE H
J TP TELEPHONE POLE WATER VALVE AR AND GRUBB ENTIRE WIDTH OF PERMANENT EASEMENT. CLEAR AND GRUBB TEMPORARY EASEMENT AS ~ 13. CLE ~ ~ ~ ~ 1
N HCP HANDICAPPED TRANS TRANSFORMER O HEIGHT TYP TYPICAL PV PLUG VALVE NECESSARY FOR CONSTRUCTION OPERATIONS. ~ p ; ~ ~ d~'~ d ; LVE
r HGT I~ E PAINTED WITH THE FOLLOWING: KRYLON APWA GREEN - SO 3631 - l~j y W ~ Z' v 14. MANHOLE COVERS AND VENT PIPES SHALL B
~ HOR HORIZONTAL ~ ~ FH U HP HORSE POWER UIG UNDERGROUND FIRE HYDRANT AINT OR EQUAL. S t ~ ~~t _ ~ ~ RANT SOLVENT BASED SPRAY P r ~
HWA HIGH WATER ALARM d ~d
~ HWL HIGH WATER LEVEL VC VERTICAL CURVE Q REDUCERIINCREASER ACH MANHOLE ON AN OUTFACE PORTION OF THE PROJECT SHALL BE MARKED WITH THE FOLLOWING: 66' WHITE ~ijl ~ 15. E ;REASER ' I-BEAM FIBERGLASS - PART N0. CIB 306601 MANUFACTURED BY CARSONITE INTERNATIONAL. INSTALL WITH ~I~
Q VCP VITRIFIED CLAY PIPE Q HYD HYDRANT VICE MADE BY CAR50NITE INTERNATIONAL SPECIFICALLY DESIGNED FOR THIS APPLICATION. ~NI~WN~~ DRIVING DE
~ VERT VERTICAL PLUG a C NOTE: MARKERS TO BE PROVIDED BY THE CITY OF WINSTON-SALEM.
~ ID INSIDE DIAMETER VOL VOLUME DESIGNED BY. 16. ALL MATERIAL REMOVED DURING TRENCHING OPERATIONS SHALL BE PLACED ON THE UPHILL JCG
~ IN INCH VPC VERTICAL POINT OF CURVATURE YH YARD HYDRANT RANT SIDE OF THE TRENCH.
VPI VERTICAL POINT OF INTERSECTION ~ INlHR INCHES PER HOUR ~ DRAWN BY:
~ INF INFLUENT VPT VERTICAL POINT OF TANGENCY ARV \ o-~ AIR RELEASE VALVE E VALVE N/ 17. CONTRACTOR IS RESPONSIBLE FOR ALL PROPERTY AGREEMENTS AND PERMITS REQUIRED FOR ANY LAYDOWN AREAS, CGL, CDE WASTE AREAS, STOCKPILE AREAS AND ACCESS ROADS NOT SHOWN ON THE PLANS OR LOACTED WITHIN PROJECT EASEMENTS.
INT INTERSECT PERMITS SHALL BE AQUIRED PRIOR TO DISTURBANCE. CHECKED BY:
INV INVERT W/ WITH MH ~ MANHOLE ICE
IP IRON PIPE WL WATER LINE PROJECT NO.:
0 IFS IRON PIPE SET WM WATER METER WEIGHT ~ FLOW ARROW Row III 2810-F
i ISL ISLAND WGT l~ WV WATER VALVE CO CLEAN OUT
O JUNCTION BOX WTP WATER TREATMENT PLANT O DUT • DATE: CO MARTIN MILL CREEK INTERCEPTOR OCT 2003
r. J8 ~ WWF WELDED WIRE FABRIC
N KWY KEYWAY WWTP WASTE WATER TREATMENT PLANT PROJECT 71648 SCALE:
~ SERVICE REQUIRED :QUIRED ~wlsE NOTED) WINSTON-S LCM/FOR 'YTHCOUNTYUTILITYCOMMISS'ION
a, YI YARD INLET (4 UNLESS OTHERWISE NOTED) p LF LINEAR FEET WINS!'ON-SALI;A9 NOR711 CAROL INA
~ L LENGTH
r 1--1 n. irrT u~
o SERVICE WILL BE PUMPED BE PUMPED LJ ~htt i iv v.
~S
~ TEMPORARY :.o . • LEGEND ABBREVIATIONS IARY o°...e o° ...e
~Q -0 CONSTRUCTION ENTRANCE J ENTRANCE AND GENERAL NOTES 2
pN~ OF 19 SHEETS
l ~^O
~~O

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~ ~ 5 I i ~ Conesbuf 2518 ~ ~ I Lorien CreNi~~.d e Ad.
y ~ ~ ~0 W ln. ~ I ~ ` ~ TT g ~ 1 s ~ n. 2 8 ~ ~
I Gallant Ln. r C~IY , Brittanywood Ad. N
' ~ I _ ~ 2502 I - Rd, Weather Ridge
I I o Y' ~hadowfex Qa• 2189 cn
J W, ~ a z
o W, - l f ~ ~ ld 2545 2413 90 5~ ~ U ~ ~ +6 ~~6 to
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~ ~ 2385 I / ' W 2547 ~ G`' 21 ~
~ ~ 2405 „ / ~ _ ~ ~ R T _
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~ 2396 I ~ / ~ - ~ 0 Il~ess Ln.
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• ~ / a • / o ~ F q / /
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c • 24•Q4 I ~ w
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~ ~ - m ~r 2.51 0 17 Cash D_ z N e~ J ~ o N m 413
m or• - I ~ - , m 3 E~em. 6 ~ _ ~
m 1 Wran ler Dr. o Wes) Dr, a s N l~n r ~ ~ - O Vl 40
' ~ 385 - J 2575 2534 - - y 2575 r Brooke ~ Cir. ~ a Tr. OLD HOLLOW ROAD U ~
479 ~ 2 ~ I , 2026 - ? N X OUTFACE ~ Z Z ~ m
~m m Whirl -Win ~ ' - o~~t8in o LLJ Z
9l 2480 ~ ~ ~ /Dr. - ( ~ m ~ ~ 2533 o m ' 16 ~ - M a ~ N I ~ c.+
2400 Stanley / r- I ~ , _ Pa' ~ ' ~ N O a a~i `n _ ~ . _ 2403 r \_i~- ~ W• ~ ~ N
I ` ' Lan -Win ~ c~ , ~ g 9 ' r / c~ x C°
I i , r ~ ~ t. . ~ X \ D. 1_ ~ ~ ` , a 0 m ~ / \ r 0~ ~ ~ ~ z U m - ~ ' i / W w o
~9 . 50 m i I, / ~ ? , o` ~ 5 2 4 ~2' ~C ~ ~
/ 55 ~ / . 2478 m r ~ I - 12 15 / w z = Z ° - / -M
5 - / ~ ~ m 14 ~ / ~ Z
.1, ~ 2 32 \ ~ - - e \ / _ - - - _ _ Wee Ct. / ~ ~ _ , _ P, \ ~ - o y i ~ m / 0 ' o ~ W
~ har-Win ~ ~ _ ~ / ~ 8 / _ ~ ~ ~ - - , ~ n. ~ /
' Dr. ~r , , i v ~ ~ I 1 ' ~ 2410 / '
10 2 ~`I ~ ' - 13 R =
\ 11 , ~ ~ e / a~ ' cr 377 , / /
S ortsman / \ ~r o,~ / p \ , c - ~ M / ~ o
q~ , , \ ~ ; / - MARTIN MILL CREEK i i m C7 r ~ a U N
jai are Ave. , , - o I l / ~ ~1 i ' - ~ l.. ~ O ~ a 1 ~ r Sutter ~ w z ~ , / m a~ W N
\ NTERCEPTOR 2402 2561 ~ ~ C/ 2412 / z p „ ~ o 3 2649 -
/ , , 559 ~ / / ~ ar / ~ > ~ ~
~ ~ , ~ / P Lamond ~ - r. ~ ~ ~ ' ' / / - ~ Q~s~ / Q 0 by ~ U / / ~ aQH
D , 2560 ~ / ~ Z a ~~oo
> , 2401 ~ , , / m ~ Lamond ' ~ O ~ c~az~
> / a i - Ct. - ~ ~ 'a~N~ / ~ W Q w~w~~
J' / / r ~ ~ _1 ,m• ar~~ Guthane Qa• ~ ~ o - to w ~ ~ o ~ ~ bza
2411 0'~ Ch ~ } N , z / esteem W H w w o
- - - , - ~ Church 4 0 ~ ~ ~ ~ 2 0 ~ ~ J 2410 arch rassaver V~ ~ ~ ~ W r-' ~ ~ v Q' / m O ~ ~ ~ a
399 - - b / ~ 4 I 2 09 Ad. ~ = ` J ZZ ~ 5~z~~ ~ ~ ^ UaSww~
~ - ~ , ~ a`I is ~~h - ~ ~ Q 0 ~ _ ° ~ ~ cn z p U
EXISTING 15" ~ ~ ~TJ~ ` , sa P ~ _ _ l~ ~ P- ~ s LOWERYMILL CREEK ~ ~ ~ - - ~ ~ W
/ ! ~ 1 I 1 - - INTERCEPTOR - 12; - , m ~m 0 z
- ' ' p(a ,I ~ ~ ~ ~ J •m ~
A ~ ~p ~a. / Df. L ' S , m fir. 9 3 a
t - Oakcliffe / / _ Oakcliffe Cr pr. .
2467 ,j~ _ • coley I- o 6ro Cro z w ~ z J
Q - - / m ~ d ~ , ~ Yden ~ Y wz~Q ~>0
_ ~ 18., ~ L S ~ EXISTING ~ ~ ~ , _ _ Q m aZa>~~. Tlmb Ct. ~ ~~~oc~oQ
I - / LOWERY CREEK / o a er 3• za>ai>aQ ~c m~ park pQ~w-'~o
INTERCEPTOR ~ ~ `L ~ ~ / 2 9 7 ~ ' 3 < e ~~n Ridge ~ ti =~~¢o°>
I 2408 Q~ ~ ~a / / / G> ~ ~ ~ oUn 9a~ ~ ~o. `~azaw,~w
, / ~ - ~ 2385 I t 2377 0 ERNERSVILLE ~ ar. ~ l oQOOwW~ K
l ' / / ~ ~ es De o _ ~ o m glVdon Ja` ~ ~~~-~wLLo o ~ a ~ ~ z~zZ~~-'
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0~ / ~ ~ Ps 9• ~ Cr Savanna
~ ' ' R~TOWN / WALKE I ° '~d~e ~a m m ~ ~ Ln.
3 I 3 m p ~ O
2398 a / H nt rs ~ I ~ U Mill Brook ~r
'Gaither ~ / / / / I / ti G 7
~ Rd. ~ ~ , d~ • h Rd. ~ / at I ~ 0
~ ~ / / / i ~ m
i~ I 0 _ I ' ~ 2781 2667 I N~nter s
,1~ / 1 / LEGEND
~ ~ i a ~ , o
/ / ~ p , ~ ~ '
I ~ ' ' I QTY a I~ C LIMIT Guthrie EX SANITARY SEWER ~ PROP SANITARY SEWER
- ---I ~ f- , ~ ~ - 0 ~ ~ E. Fors th ~ 11111111/11111///f
o - ~ / y 9a / t I ~ Hi h ~I r ~~1, li, ~ ~ 'ti
/ o P, ~ r
I , ~ ~ o i o ~ / / / / 257 / s ~ ~ ' ; o d,,,'t, o~
~ I - ~ m G ~ ~ DUKE POWER I :Qitn p Z: ~ INDICATES SHEET NUMBER ' ~ ~ i •W V~~~ V
RIGHT-OF-WAY o ~ ~ I I ~ h~ l l c s fr 1~ iy (V~ i ~
0o ~r~ 0 266 I ~ 1 ' I o~ ~ fin. d '.~d' : s~~a d In ~ 1
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I ~ ~ I ~ p , , I ~,n p ~4ntler Tr. 9 K L /1111111111111 kin
r I - Q / / / G DESIGNED BY:
I 1 ~ , ~ , , t e I / '~c Oe JCG
I o / / ~ 2667 ~ ~ C~~ • DAAWN BY:
I I ~ ~o ~ - \ ~ack o CGL,CDE
~ / 1 I O / / , INDICATES SHEET COVERAGE CHECKED BY:
- / D ~ ~ ~ I L _ / / ~ -
m 1 2377 Terry ,c ~ FCA r. _ 2825 r.
I 421 5 - ~ ~ - ~ I PROJECT NO.:
p / / ~ - BUS 2810-F
~ ~ \I / 1 ~ l~ , e DATE:
~ n$bor es~ / p 1t~ - - - - , , ocT zoos M~RTINMILL CRGL'KINTCRCLPTOR
O ~ / / ` ~ ~ t
ro / 1 ~ o \ ~ a ~ N 2662 , .m bttae ~ Ad, a / ~ o Wooa PROJECT 71648 scALE:
c o I ~ ~ / / ~o o a r • Hasri WINS'TON-S~LEM/FORSYTII COUNTY UTILITYCOMMISSION 1" = 600'
~ ~ l• \ / ~ n9s 9s
ills ~ ~S' r HII WINS'1'ON•SA1,I;M NOR1'11(,'AROLINA
9a WINST0N-SALEM mt~ ~ 4208
.c 2
lS eg" 2632
I - ~CL PROJECT MAP
OF 19 SHEETS
COQ

SEE St1EET 12
,Q OUTFACE PROJ / ECT 71386 / ,
/ BLOCK 3259 MH STA NORTHING FASTING
LOWERY MILL CREE K / tr INTERCEPTOR G 45J UTNF
l~ / ~ r / ~ o~ ~ ' _ _ ~ cT 0+00 866929.49 1 B1,QC'j{ 32,S,Q 656175.00 / ~
w ~ o ~ 0 / 8 3+28.85 866912.00 1656503.39 850 / ~
2 f IQ / 83~"~.
~ / o . / 6+57.49 866822.37 16 56819.57
h / e k ° ' 10+23.55 866995.87 1657141.90
w / ~ (,ATE 0 / ~ cn
, / PASTUR Q : E 0 ~ ' z
I / NW Q' ~ / ~ 1 0 'SHED ~
ARE FEN S~ / / . I 11 w
/ 86 4T~"~ EDGE OF ~Q / 6D rr
~ ~ i~ WETLANDS ~ ROBERT A. & KRISTEN MORRIS / 820 1 / UB 1717 PG 3390 LAWRENCE E. & PATSY BARNES
/ DB 1288 PG 6 6L
~ WET AREA ~ ~ ' ~ . / ~ ~ ~ ~ ~ ~ • 18'COTTONWOOD / - y ~ ~y. ~ ~ ~ BOBBY L. WILKINS
/ ~ ~ ~ / / ~ ~ ~ +0p ~ ~ ~ ~ , . ~ M H STA o 4' / ~ DB 1413 PG 1696
/ ~ S~ose ~ ~ ~ . ~ 3+28.85 e f ~0~ WELL / ~
/ , ~
~ ~ 328.8 ~ \ ~ . GUY woti v / ~ ~a e ~ ~
/ \ ~ OAF / P / WETLANDS ~ R , - / / Q' 452 SERU 0 ICE LINES RUN '
/ ~ / ~ \ NTj Q ~ ~ UTHRIE GT UNDERGROUND F Q G / ROM Q UTILITY POLE$
/ ~ / / EX MH STA ~ s*oo ` ourcaoP • ~ . METAL
\ F ~ ~ / O+no MARTIN MILL CR - ~ ~ ~ /y EEK INTERCEPTOR _ ~ ~ / WOOD CANOPY ~ C ' PLATFORM
_ \ / 76a c;1.65 LOWERY CREEK INTERC - ~ \ ° \ -PROVIDE-TEMP ~ w • . ~
EPTOR _ ~ ~ ~ \ ` t~ LOWERY MI / / O+p LL CREEK INTERCEPTOR \ RocK ~ • LNESTOCK FENCE ' N / ~ ~ H M
\ \ ~ OIiTCROP 82 0/ SERVICE LINES RUN ' / ~ - ° ° BARN -''HND GROUND-FROM D ° ' z W ^
/ / PROP \ \ ~ : r 12 SANITARY SEWER LINE o ro I, a "E ~ UTILITY POI'>s5 • P iDE TEMP AD UTILITY / t sg 30'~ Q _ ~
/ ~ g" o \ 8 o \ / ~ ~ \ \ ~ • pVERNE / , N ° W ~ z FENCE ~ / ~ = N
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i INTERCEPTi'~ ~ FENCE GATE \ \ - Z ~ GUYS / VC / ~ ~ / Z a~ ~
t {TYP) \ \ =r S+ ' . ~ Ns~R / 9,ao N6 ~ ~ MH STA Z W
111 ~ \ SEE SHEE1 11 : v ~ ~ / 25 / ~ / / ~ , ~ a N N ~ / EME~ / 10+23.55 I- ~ M _ U 6'APPLE / / ~ ~ / / / ~ ' a ai
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• / 4, PASTURE PASTURE \ ~
Q \ BOBBY L. WILKINS
I STONE ~ / PROTECTED DB 1413 PG 1696
/ 0 ' ~ OUTLET SILT FENi / TYP I SILT FENCE ~ ~ ,
00 ~ TYp (TYP) ~F '~v , ~ ~ (n'P) o EX FENCE GATE. ~ m ~
AO MH STA ADD CITY L ELECTRIC FENCE U Z N ~ / OCK TO ~ ~
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p 00 R FL©OD HEIGHT i ro' _ I ~ ~ a OD ~~IGI~7 ~ ~ ~ ~ ~ ~ ~ ! . y 0 YR FLQ ~ ~ e~.,, _
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ZZ f CONCRETE DATE:
~ ANTI-SEEPAGE- MARTIN MILL CRL LK INTCRCEPTOR OCT 2003
(n COLLAR PROJECT 71648 SCALE:
I TP' 40' HOR.
WINSTON SALCM/FORSYTII COUNTY UTILITY COMMISSION _
: e f 1 ; WINST0N4AL1l 4 VER, NORIII (.'AROLINA
i Q CONIRACT1 f SHEET NO.
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MAR TIN MILL = CREEK INTER
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FROM: LOWERY MILL CREEK INTERCEPTOR
0+00 1+00 TO: OLD HOLLOW ROAD OUTFALL
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~ ~ . _ , ) ' t - j ~ ~ i PRO E SCALE:
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- ' ' t MISSION _ 1 - 4 VER.
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v FROM: LOWERY MILL CREEK INTERCEPTOR
TO: OLD HOLLOW ROAD OUTFALL
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Z Zi O ~1~' _ _ DATE: OCT 2003
, OQ ` Z _ i z ' M~1 RTIN MILL CROCK INTERCEPTOR a
- - ~ ~ t _ N _ _ ~ _ ~ ~ ~ i _I SCALE: : PROJECT 71648
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QO ~ a.,.. ~ II ~ 1 ~ ~ ~ ~ ; ~ I ] i ~ f i O ; ._.Z DATE. > > i - OCT 2003
N ` ~ p O Z .w:. _ ~ _ _ p Z CONCRETE ~ > Z z _ ~ _ , _ ~V1~IRTIN ti11LL CROCK INTERCCPTOR
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C _ ~ _ z,. t _ _ 0 ~ ~ i ! ' I - WIN,S'1'ON-Si11,bA1 NORT1lCAROLIN~ :
C a CONTRACT 1 SHEET NO.
! CL C BEDDING ' CL B BEDDING ' CL C BEDDING
F v MARTIN MILL CREL'K INTPRCL'PTOR
O ~
oNO f i I 9 FROM: LOWERY MILL CREEK INTERCEPTOR
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50+00 51+00 52+00 53+00 54+00 55+00 56+00 OF 19 SHEETS 57+00 58+00 59+00 60+00

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69+50.54 869354.20 1661869.63
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CL..C BEDDING ~O FROM: LOWERY MILL CREEK INTERCEPTOR
.oOco N M TO: OLD HOLLOW ROAD OUTFALL OF 19 SHEETS
79+00
Cl- 78+00 77+00 76+00
o pQ 71+00 72+00 73+00 74+00 75+00 +00 70+ 69

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MARTIN MILL CREEK INTERCEPTOR
O FROM: LOWERY MILL CREEK INTERCEPTOR 12
77+00 78+00 79+00 80+00 TO: OLD HOLLOW ROAD OUTFALL
81+00 82+00 83+00 OF 19 SHEETS 84+00 85+00 86+00 87+00