20110784 Ver 1_Site Plan_20110823 (2)

Strickland, Bev
From: John Core [e-mail]]
Sent: Tuesday, August 23, 2011 2:28 PM
To: Strickland, Bev
Cc: '[e-mail]'; 'Derek Hawkes'; Brian Johnson
Subject: Re: Central Nash Water & Sewer Distric Phase 4 DWQ#110784
Ms. Strickland,
Please copy this link: (ftp://ftp.thewootencompany.com/PUB DROP/CNWSD Phase4/) and paste it into windows explorer
(not internet explorer). The files should be available to you to open as well as copy to your network drive if you prefer.
Please let me know if you have any questions.
Regards,
John Core, El, LEED AP
Assistant Project Engineer
?'?IeLen Company
' 33.1 3589
www.thewootencompany.com
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GENERAL NOTES ABBREVIATIONS INDEX TO DRAWINGS
1. CONTRACTOR SHALL CONTACT UTILITY COMPANIES OR NO CUTS AS NECESSARY TO CONFIRM 1. COVER SHEET
A AREA LP LIGHT POLE THE LOCATIONS OF ALL EXISTING TELEPHONE, ELECTRICAL AND TV GABLES, GAS LINES AND
ABAND ABANDONED LT LEFT OMM N LNG WORK. 2. INDEX OF DRAWINGS, LEGEND ~ GENERAL NOTES
W W V OTHER UTILITIES AT LEAST 48 HOURS PRIOR TO C E C ABG AGGREGATE BASE COURSE LWL LO ATER LE EL
AC ACRES WO 2. THE CONTRACTOR SHALL NOTIFY NGDOT AT LEAST 24 HOURS PRIOR TO BEGINNING ANY RK A.F,F. ABOVE FINISHED FLOOR MAX MAXIMUM WITHIN NGDOT RIGHTS-OF-WAY. R/W SHOWN AS MAINTPJNED 15 GENERALLY A 60' RIGHT-OF-WAY 3, LOCATION MAP & VICINITY MAP ~ Q
AL ALUMINUM MATL MATERIAL
EASEMENT. THE CONTRACTOR SHALL TAKE ALL PRECAUTION TO HAVE THE NGDOT APPROX APPROXIMATE MECH MECHANICAL RIGHT-OF-WAY WIDTHS VERIFIED BEFORE INSTALLING WATER LINE. 4. 12" WATER LINE NG HWY 97 tE, of NC HWY 581) -STA, 0+00 TO STA, 83+00 ~ I; w
ASPH ASPHALT MFR. MANUFACTURER 5, 12" WATER LINE NG HWY 97 tE, of NC HWY 581} -STA. 83+00 TO STA.. 166+00 j' ~
ASSY ASSEMBLY MH MANHOLE 3. NEW WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3' - 0". GREATER DEPTHS
AVG AVERAGE MJ MECHANICAL JOINT MAY BE .REQUIRED TO AVOID CONFLICTS WITH CULVERT CR0551NGS, UTILITIES AND OTHER 6. 12" WATER LINE NC HWY 97 tE. of NC HWY 581} -STA. 166+00 TO STA. 218+45.54
ARV AIR RELEASE VALVE MIN MINIMUM STRUCTURES. REFER TO THE PROFILE DRAWINGS AND DETAILS FOR THE KNOWN LOCATIONS AZ AZIMUTH MON MONUMENT
OF THESE UTILITY, CULVERT AND STRUCTURE CR05SING5. AWWA AMERICAN WATER WORKS ASSOCIATION 7. 12" WATER LINE NG HWY 97 {W. of NC HWY 581} -STA, 0+00 TO STA. 56+75.22
N/A NOT AVAILABLE 4. THE CONTRACTOR SHALL OBTAIN THE EXPLICIT PERMISSION OF THE WATER UTILITY OWNER PRIOR 8. 8"!6" WATER LINE SOUTHERN NASH HIGH RD, tSR 1952} -STA. 0+00 TO STA. 80+00
B-B BACK OF CURB TO BACK OF CURB N NORTH TO THE OPERATION OF ANY EXISTING WATER VALVES, HYDRANTS DR USE OF ANY MUNICIPAL
BLDG BUILDING NAD 83 NORTH AMERICAN DATUM 1983 W WATER. (THE COUNTY OF NASH,? 9. 6'° WATER LINE SOUTHERN NASH HIGH RD, tSR 1952} -STA. 80+00 TO STA, 130+85.91
BM BENCHMARK NG NORMAL CRO N BOA BLOW-OFF ASSEMBLY NC GRID NORTH CAROLINA GRID
5, THE CONTRACTOR SHALL SEED, MULCH, AND TACK ALL DISTURBED AREAS WITHIN SEVEN (7? BOT BOTTOM NCGS NORTH CAROLINA GEODETIC SURVEY DAYS AFTER BAGKFILLING TRENCH, ALL SEDIMENTATION CONTROL MEASURES SHALL BE KEPT 10. 4" WATER LINE'> OLD SMITHFIELD RD. tSR 1945) -STA, 0+00 TO STA, 50+29.41 TOISNOT RD. (PUBLIC} -STA. 0+00 TO 7+53,59
BW BARB WIRE NO, NUMBER IN OPERABLE CONDITION UNTIL A STAND OF GRASS 1S ESTABLISHED AND THE AREA IS CAPABLE
NTS NOT TO SCALE OF RESISTING EROSION BY WIND AND :RAIN. THE CONTRACTOR SHALL INSPECT ALL SILT FENCE, 11. 4" WATER LINE LILES RD. {SR 1949 - S. of NC HWY 97) -STA. 0+00 TO STA. 41+88.32
C&G CURB AND _GUTTER NOM NOMINAL AND ROCK CHECK DAMS AT LEAST WEEKLY AND IMMEDIATELY AFTER RAINFALL 4" WATER LINE STONE HERITAGE RD, tSR 1108} STA. 0+00 TO STA. 30+00>00 6dd
CB CATCH BASIN NWL NORMAL WATER LEVEL WHICH RESULTS IN STORMWATER FLOW IN DITCHES. UPON STABILIZATION OF THE SEEDED AREAS, CC
G CENTERLINE THE CONTRACTOR SHALL REMOVE SILT FENCE, CHECK DAMS AND OTHER SEDIMENTATION GIP CAST IRON PIPE OC ON CENTER CONTROL MEASURES AS DIRECTED IN THE SPECIFICATIONS, 12. 12" WATER LINE< NC HWY 581 tN, of NC HWY 97) -STA. 0+00 TO STA. 65+00.00
CI CURB INLET OD OUTSIDE DIAMETER 13. 12" WATER LINE NC HWY 581 {S. of NC HWY 97) -STA, 0+04 TO STA, 56+00 T
CLR CLEARANCE O/H OVERHEAD 6. ROCK CHECK DAMS SHALL BE INSTALLED PER ENGINEERS INSTRUCTION AND GENERALLY .REQUIRED 2"l4" WATER LINE ROSEHEATH RD. / ROSEHEATH CT. (PUBLIC} -STA, 0+00 TO STA. 15+10,09 '
CM CONCRETE MONUMENT ORIG ORIGINAL EVERY 500 FEET ALONG GENTLE SLOPES AND EVERY 200 FEET FOR STEEPER GRADES. THE COST 2" WATER LINE: ROSEHEATH CT. (PUBLIC} -STA. 0+00 TO STA. 2+26.71
CMP CORRUGATED METAL PIPE U T BID PRICE OF OF COMPLIANCE WITH THESE REQUIRMENTS SHALL BE INCLUDED IN THE NI
CMU CONCRETE MA50NARY UNIT PG POINT OF CURVATURE THE APPLICABLE B{D ITEMS. GO CLEAN OUT PED PEDESTAL 14. 12" WATER LINE NG HWY 581 tS, of NC HWY 97} -STA, 56+00 TO STA, 140+00
CONC CONCRETE PE PLAIN END 7. ON SITE BURIAL OF ROCKS STUMPS OR ROOTS WILL NOT BE PERMITTED. THE CONTRACTOR SHALL
GONT CONTINUOUS PI POINT OF INTERSECTION ' DISPOSE OF SUCH CONSTRUCTION DEBRIS OFF-SITE AND IN ACCORDANCE WITH ALL FEDERAL, STATE, 15. 12" WATER LINE NC HWY 581 (S. of NC HWY 97) -STA. 140+DO TO STA. 220+00
CONSTR CONSTRUCTION PIV POST INDICATOR VALVE AND LOCAL LAWS, ORDINANCES, AND CODES. THE COST OF SUCH pISPOSAL SHALL BE INCLUDED IN THE 16, 12" WATER LINE NC HWY 581 iS. of NC HWY 97} -STA. 220+00 TO STA, 227+88,86
CONTR CONTRACTOR P PROPERTY LINE UNIT BID PRICE OF PIPE. 4" WATER LINE SANDBRIDGE RD. (PUBLIC) -STA. O+DO TO STA. 11+32.55
COR CORNER PP POWER POLE 4" WATER LINE SQUIRREL DEN RD. (SR 1953} -STA, 0+00 TO STA. 18+07,60
CP&L CAROLINA POWER AND LIGHT PRV PRESSURE REDUCING VALVE WHERE WATER LINE CROSSINGS OF GRAVEL OR SOIL DRIVES ARE REQUIRED THESE SURFACES SHALL CULV CULVERT PSI POUNDS PER SQUARE INCH '
BE RESTORED TO THEIR ORIGINAL CONDITION. THIS MAY INCLUDE THE USE OF STONE OR GRAVEL FVC POLYVINYL CHLORIDE WHERE NONE PREVIOUSLY EXISTED IF CONDITIONS ARE WET AND UNSTABLE. SUCH WORK SHALL BE 17. 8" WATER LINE FIRE TOWER RD. {SR 1138 - E, of NG HWY 581) -STA. 0+00 TO STA. 74+54+61
D DEPTH PT POINT OR POINT OF TANGENCY INCLUDED 1N THE UNIT B1D PRICE OF THE APPLICABLE BID ITEMS, 18. 12" WATER LINE STRICKLAND RD. {SR 1134 - W. of NC HWY 581} -STA. 0+00 TO STA. 42+05.00
DI DROP INLET PVMT PAVEMENT 12" WATER LINE FIRE TOWER RD, tSR 1138 - W, of NG HWY 581} -STA. 0+00 TO STA, 5+60,55
DiA DIAMETER W WATER LINE CONSTRUCTION IS INDICATED TO BE THROUGH EXISTING. PAVED DRIVES THE a RADIUS 9. HERE ,
DIP DUCTILE IRON PIPE R CONTRACTOR MAY ELECT TO BORE THE DRIVES IN LIEU OF CUTTING AND PATCHING, IF THE DIM DIMENSION R/W RIGHT OF WAY W 19, 6' WATER LINE STRICKLAND RD. tSR 1134 - E, of NC HWY 581) -STA. 0+00 TO STA. 84+00
CONTRACTOR ELECTS TO BORE, PAYMENT SHALL BE MADE AT THE UNIT BID PRIDE FOR PAVED DRIVE AY DITCH DISCHARGE RGP REINFORCED CONCRETE PIPE REPAIR FOR A QUANTITY EQUAL TO THE ACTUAL LENGTH OF PAVEMENT ALONG THE AXIS OF THE
DIST DISTANCE REF REFERENCE W W ER THE BASIS OF PAYMENT. WATER LINE. BORE TIMES THE MAXIMUM IDTH FOR PAYMENT ALLO ED UND 20. 4°' WATER LINE STRICKLAND RD, tSR 1134 - E. of NC HWY 581} -STA. 84+00 TO STA. 94+50,00 d 4" WATER LINE MT, PLEASANT RD, tSR 1132} -STA, 0+00 TO STA. 8+74.47 z
DOT DEPARTMENT OF TRANSPORTATION REQ D REQUIRED ALL PAVED DRIVES DAMAGED OR CUT BY CONSTRUCTION ARE TO BE RETURNED TO THEIR ORIGINAL a
DW DOMESTIC WATER RET RETAINING CONDITION WITH LIKE MATERIAL tI.E. CONCRETE FOR CONCRETE, ASPHALT FOR ASPHALT, ETC.) 21. 6°/4" WATER LINE LILES RD. tSR 1949) -STA. 0+00 TO STA. 84+00 Q
DELTA REV REVISED PAYMENT SHALL BE AS DESCRIBED IN .THE BASIS OF PAYMENT, RPZ REDUCED PRESSURE ZONE
E EAST RPM REVOLUTIONS PER MINUTE 10. THE CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNER MARKERS. 22> 4" WATER LINE: LILES RD. tSR 1949) -STA. 84+00 TO STA. 133+08.00 ~
EA EACH REINF REINFORCED V YOR ~ ALL DISTURBED PROPERTY CORNER MARKERS SHALL BE REPLACED BY A REGISTERED LAND SURE , 23> 6" WATER LINE NEEDHAM RD. iSR 1956} t W. HORNES CHURCH RD, tSR 1941} -STA, 0+00 TO STA. 84+00 ~ C) w
EFF EFFLUENT RT RIGHT AT THE CONTRACTOR'S EXPENSE,
EIP EXISTING IRON PIPE 24, 6"/4" WATER LINE W, HORNES CHURCH RD. tSR 1941} -STA. 84+00 TO STA. 168+00 ~ _
EL ELEVATION S/W SIDEWALK C ACT R S A C A WIT T E COUN Y UTILITY DEPARTMENT FOR TEH PROVISION J
SAN SANITARY 11, THE ONTR O H LL OORDIN TE H H T ELEG ELECTRIC OF WATER SERVICES, EXACT LOCATIONS OF WATER SERVICES SHALL BE VERIFIED BY THE ENGINEER EP EDGE OF PAVEMENT SGH SCHEDULE ON THE 51TE PRIOR TO CONSTRUCTION. 25, 4" WATER LINE= W. HORNES CHURCH RD. (SR 1941} -STA. 168+00 TO STA. 180+45.08 ~ ~
EW EACH WAY SDMH STORM DRAINAGE MANHOLE 4" WATER LINE CHRISTIAN RD. {SR 1308} -STA, 0+00 TO STA. 55+33.87 ~ w ~
5F SILT FENCE EX EXISTING 12, WHERE ACTUAL FIELD CONDITIONS REQUIRE A CHANGE IN ALIGNMENT FROM THE PLAN ALIGNMENT, Q ~z ~ 26. 4" WATER LINE BLOOMERY RD. tSR 1309} -STA. 0+04 TO STA, 59+36,34 ~ w w
EXP.JT. EXPANSION JOINT SHT SHEET THE CONTRACTOR SHALL GIVE NOTICE OF SUCH CONDITIONS TO THE ENGINEER PRIOR TO IMPLEMENTING 2°' WATER LINE TYLER-WORRELL tPRVT.) -STA. 0+00 TO STA, 5+50.00 ~ ~ ~
S SOUTH ANY DEPARTURE FROM THE PLANNED ALIGNMENT, FAILURE TO REQUEST AND RECEIVE PERMISSION FOR > ~
F.F.E. FINISHED FLOOR ELEVATION 5PEC5 SPECIFICATIONS REVISIONS IN THE WATER LINE ALIGNMENT WILL BE GROUNDS FUR REMOVAL AND REPLACEMENT OF THE 27. 6"/4" WATER LINE SIMMS RD, tSR 1964} -STA. 0+00 TO STA. 80+32.33 ~ ~ ~
FG FINISHED GRADE SQ SQUARE REVISED WATER LINE AT THE CONTRACTOR'S EXPENSE SHOULD THE REVISED ALIGNMENT CONFLICT FH FIRE HYDRANT SS STAINLESS STEEL WITH FUTURE UTILITY OR NCDOT PLANNING FOR THE CORRIDOR. ~W
FIN ~ FINISH ST STREET 28. 4"i2" WATER LINE SHELDON RD. (PUBLIC} -STA. 0+00 TO STA. 10+95.08 ~ Q ~ ~ ' 2" WATER LINE LEESFIELD RD. (PUBLIC} -STA. 0+00 TO 7+45.93 ~ ~ ~
FLG FLANGE STA, STATION 4'° WATER LINE OLD SMITHFIELD RD. tSR 1945 - E. of W, HORNES CHURCH RD.> -STA. 0+00 TO STA, 28+08.16 ~ = w
FM FORCE MAIN STD STANDARD i' ~
FP FIRE PROTECTION SYM SYMBOL 29, 4" WATER L[NE~ STONY HILL CHURCH RD. tSR 1109 - W, of W. HORNES CHURCH RD,} -STA. 0+00 TO STA. 75+80.79 ~ ~ C3
FP5 FEET PER SECOND FT FEET T TANGENT EROSION CONTROL
FTG FOOTING TBM TEMPORARY BENCH MARK 30. 4" WATER LINE CHAPMAN RD, tSR 1978) -STA. 0+00 TO STA. 14+58.25 ~ OC
TCP TERRA COTTA PIPE GREEN POND LOOP RD, tSR 1955} -STA. 0+00 TO STA, 24+53,12 CC MEDlNA RD, (PUBLIC} - STA. 0+00 TO STA. 5+94.94 ~ d
TDD TEMPORARY DIVERSION DITCH 1, INSTALL SILT FENCE OVER ~ AROUND TOP OF EXISTING STORM DRAINAGE INLETS G GAS 2" WATER LINE 1SSETTE RD, (PRVT.} -STA. 0+00 TO STA. 4+51.43 w ~
TEL TELEPHONE P1PE5 IN AND ADJACENT TO DISTURBED AREAS, GA GAGE DICKERSON RD. tPRVT.) -STA, 0+00 TO STA, 4+50.36 ~ U
GALV GALVANIZED TEL PED TELEPHONE PEDESTAL P RARY 2. INSTALL SILT FENCE AROUND SPOIL PILES. ' O
GM GAS METER TEMP TEM O PROVIDE EROSION CONTROL MEASURES AROUND STOCK /WASTE PILES AND STAGING AREAS AS GPM GALLONS PER MINUTE THK THICK DIRECTED BY ENGINEER. 31. 4"/6" WATER LINE OLD SMITHFIELD RD. {SR 1945} /BULL HEAD RD, (SR 1960 - E. of FRIDAY RD,} v
GR GRADE TOC TOP OF GURB STA. 0+00, TO STA. 84+00 ~
GV GATE VALVE TOP TOP OF SLOPE 32, 6"/4" WATER LINE BULL HEAD RD, tSR 1960 - E. of FRIDAY RD,} -STA. 84+00 TO STA, 120+12.00
TOW TOP OF WALL 3. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH GYP GYPSUM SILT FENCE OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS, ROCK CHECK DAMS SHALL BE 4" WATER LINE DAVID WORRELL RD. {SR 1970} -STA.. 0+00 TO STA. 17+43J8
TP TELEPHONE POLE PROVIDED PER GENERAL NOTES ITEM 6. 4" WATER LINE BULL HEAD RD. {SR 1960 - W, of FRIDAY RD.} -STA. 0+00 TO STA. 15+48.13
HCP HANDICAPPED TRANS TRANSFORMER '
HDD HORIZONTAL DIRECTIONAL DRILL TYP TYPICAL 4. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF HT HEIGHT 33. CROSSING PROFILES
I ONT U/G UNDERGROUND RIP-RAP WITHIN 15 DAYS OF DISTURBANCE< HOR HOR Z AL 34, CROSSING PROFILES (Continued)
HP HORSE POWER
VC VERTICAL CURVE 5. WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1" HWA HIGH WATER ALARM RIP-RAP SHALL BE PLACED AROUND PIPE OUTLET AS DIRECTED BY ENGINEER. 35. BOOSTER PUMP STATION SITE PLAN AND DETAILS
HWL HIGH WATER LEVEL VGP VITRIFIED CLAY PIPE
HYD HYDRANT VERT VERTICAL VOL VOLUME 8. PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER. 35A. BOOSTER PUMP STATION SITE AND DETAILS
ID INSIDE DIAMETER VPG VERTICAL POINT OF CURVATURE 7, A TEMPORARY PUMP AROUND SYSTEM MUST BE UTILIZED WHEN OPEN CUTTING TO CROSS STREAMS.
IN INCH VPI VERTICAL POINT OF INTERSECTION (SEE DETAIL 9130? IF NO FLOW IS PRESENT DIKES ONLY MAY BE UTILIZED AT THE DISCRETION OF 358. CHEMICAL FEED PLAN AND DETAILS
IN/HR INCHES PER HOUR VPT VERTICAL POINT OF TANGENCY ' 36, BOOSTER PUMP STATION ELECTRICAL DETAILS
IN IN LUENT THE ENGINEER. F F
INT INTERSECT W/ WITH 37. BOOSTER PUMP STATION ELECTRICAL DETAILS -
N INV INVERT Wl WATER UNE IPS IRON PIPE SET WM WATER METER
~ iSL ISLAND WT WEIGHT 37A, CHEMICAL FEED ELECTRICAL DETAILS
WV WATER VALVE EROSION CONTROL CONSTRUCTION SEQUENCE 38, SOUTHERN NASH SENIOR HIGH /SOUTHERN NASH MIDDLE SCHOOL METER VAULT PLANS
o JB JUNCTION BOX WTP WATER TREATMENT PLANT
WWF WELDED WIRE FABRIC 1< CONT TOR SHALL. CONTACT NCDENR DIVISION OF D QUALITY AT 919-791-4210 39, POST HYDRANT REPLACEMENT LOCATION MAP
~ KWY KEYWAY WWTP WASTE WATER TREATMENT PLANT PRIOR TO BEGINNING CONSTRI9CITON-AND PROVIDE OWNER. WITH. ~ COPY OF CORRESPONDENCE. ~ CONTRACTOR FINANCIAi.LY RESPONSIBLE FOR' FINES OCIATED NOT PROVIDING
a~ LF LINEAR FEET YI YARD INLET TIFICATION OF BEGINNING CONSTRUCTION TO DLQ~ 40. MISCELLANEOUS DETAILS
L LENGTH DESIGNED BY.
2. EROSION CONTROL PERMIT SHALL BE MAINTAINED AT CONSTRUCTION SITE AT ALL TIMES, cn 41, MISCELLANEOUS DETAILS JC/EBM
DRAWN BY.
~ 3, ROCK CHECK DAMS SHALL BE INSTALLED PER DETAIL. EBM
4, CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE CHECKED BY;
~ DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS. WBJ
0 PROJECT NO..
5, MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF UTILITY 0 3050 -D~2
IMPROVEMENTS, INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND GLEAN OUT TRAPS DATE:
q AND/OR CHECK DAMS WHEN HALF FULL, JULY 2011
~ 6. AS CONSTRUCTION PROGRESSES INSTALL ADDITIONAL EROSION CONTROL DEVICES AS NEEDED 9
OR A5 DIRECTED BY ENGINEER. SCALE; NOT TO SCALE
~ ~r
~ 7. SEED AND MULCH DISTURBED AREAS WITHIN 14 CALENDAR DAYS OF DISTURBANCE. SEED AND MULCH
~ ~ DITURBE6 AREAS WITHIN SEVEN t7} CALENDAR DAYS FOR ANY SLOPES GREATER THAN 3j1, 0
~ A~ ~ 8. AFTER 51TE IS STABILIZED, REQUEST AN INSPECTION BY LAND QUALITY, UPON APPROVAL OF SITE
a~ ~ ~a
STABILIZATION REMOVE TEMPORARY EROSION CONTROL DEVICES, DRESS OUT AREA, AND SHEET 4 OF 1
SEED AND MULCH. PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED AND APPROVED I~
BY ENGINEER.
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EROSION CONTROL SURVEY
EXISTING NEW EXISTING NEW ~
DITCH / SCALE sM BENCHMARK
SR 1001 -STONEY HILL GHURGH RD. t4")
SR 1108 -STONE HERITAGE RD, t4") 1' STONE CHECK DAM TEMPORARY BENCHMARK rBM
~ cM CONCRETE MONUMENT I ~ '
8R 1109 - MT. PLEASANT RD, f4") - !~;zf INLET PROTECTION o IRON PIPE ~ ' W
SR 1132 - STRIGKLAND RD. 112"!6") i I.
a~;++ RIP-RAP ~ ~v~ a HUB & TACK
SR 1138 -FIRE TOWER RD. 112"!8") ~ ~I i`f $ ® NAJL
- ~ SR 1308 CHRISTIAN RD, t4 ) i~. SILT FENCE ' © NAIL & CAP ~
6,, SR 1309 - BLOOMERY RD, 14'7 ~l TEMP. SEDIMENT TRAP ~ ~ PK NAIL ~

SR 1941 - W,HORNES GHURGH RD. t6"!~") 'l~..rr ~~ya °3~g,~ SPOT ELEVATION
SR 1945 -OLD SMITHFIELD RD. (4") ~ ~ ~ ~ i. +sss.5 CONTROL POINT
SR 1949 - LILES RD. t6"!4") ~ p T,~~LQRS VEGETATION CURB
\ a
SR 1952 -SOUTHERN HASH HIGH RD, t8 /6) rte. ~ ~ GRQSSROADS PAVED ROADS EXISTING NEW
SR 1953 - 5 UIRREL DEN RD, t4"} ~ ~ ~ yi ~ ~ UNPAVED ROADS
- P c, ~ ~ ~ ~ SR-1955- GREEN-POND L00 RD t4) r ~ - ~"1`-~'~ TREE LINE /WOODS BRIDGES _ _
SR 1960 -BULL HEAD RD. t6") s ~ HEDGE /SCRUB LINE _ _ _ _ _ _ PAVED DRIVEWAYS & PARKING
fi 11 - U SR 1964 - sIMMS RD, is !4) FRAZIER z
- - AGRICULTURAL FIELD - - - CONCRETE DRIVEWAYS
s 197 - VISTA R . t4") CRGSSRGADS ~ ~ R 0 D _ Rd. GRAVEL DRIVEWAYS
ff a SR 1978 - CHAPMAN RD, t4 ) u aena °f re;p~ ' y~ ° DECIDUOUS TREE SOIL DRIVEWAYS
°4 N NC HWY 581112") 3 'Q ~ ~ ~ GUARDRAJI
~
NC HWY 97 112") ~ ~ ° a s ;y LGGD S N ~ ~ 6ulfer -zone TAR RIVER RIPARIAN
~:v~~ ~ ~d 'a ~ ' , ' ao'' CONIFEROUS TREE BUFFER _y-M~
®>a>w• o. mwn~ w~ iw. ~ $ ~ ~Y a PHASE 4 BOUNDARIES G ~ FENCE ~ " SHRUB c CONTROLLED ACCESS ~ m '
®m~m®m.® CONTRACT BOUNDARIES STANHGP ~ AREA ~
wro . N MATER LINE F ~-Hwy EW g~ a j RIGHT OF WAY F
6 9 t \ BISSETTE S ' ® t Ca e _ PERMANENT UTILITY ®„_pe®
........GADS v EASEMENT
GRGSSR m STRI'CKLAND
SHEET NUMBER ~S ;r. o ~t~,. d CR4SSR©AQS ~ \
~HITLEY S F;re ~ o Ra a tN AT ER
'CRGSSROADS o ~ e 3 ties R m d EXISTING NEW Z
+r~" r~ ' o x m 173 ~ N 7 ® S ~ ~ c~
B. Rp - s a n m w ~ WATER VALVE ~ Q ® y 9~ p ~
4a A O 7~' t~1 BUTTERFLY VALVE ~N
~ b ~ ire ower R . ~ 1993 = r FIRE HYDRANT ~ ~ ~
9 t9°~9 m
~ Rre Tower R , ti a ® 4° `l~ 4 REDUCER/INCREASER ~ ~ ~ ~ w~ ~
~`Is ~ p ; ~ry31m " ® oa4 BLOW-OFF ASSEMBLY e~ ~ _ ~
Adel h Rd. .wh 1948 m ® ~ AIR RELEASE MANHOLE _ a
Rd. 1168 ~ i; a~ V
ro ~°k m e~ ® ~°~en ® ~ o WATER METER ~ ~ ~ Ra Ala t L in e ~ ~ W ~
`fl°r qa ® C PLUG C
m m ~ ~ ~ ° o ~ ~ YARD HYDRANT
c ~ O m HO ~ m ~ eS C ~D. ® ~a _ ~ ~ C1E C~ ~
m ~y mwm m® mm® mmme mm® ` ® o,. ~ WELL ° rn ~ ti' 4° wsct-
B ant Rd. Bryant Rd, v m a ® D 1131 1945 ~ 113f - ° ° e ® ~a. ° R° WATER LINE a ~ <C 9y0 ~
4~ah i ~ ® oc tie 1
v ~ ~ ~..4 1..~ ' ! ! ~ ~ i 993 , Rry j ~ ~ ~ ® e~ m° 1993 ~ UTILITIES ~ _ ~ ~
1 cn I .u ~ b ~ ~ l b 1937 ~ ~ i ® ~oF EXISTING NEW ~ ~
Ma 6 ~ utlis Rd. d
r L' 4 Strickland Rd. m r Moutlis Rd. ~ ~ 4 s r ® A ®mj°® PPzi POWER POLE ~ J ~
o V; x a
1~5 ~ ~ s m ' ~ a m 2to2 ~ c LP ~ LIGHT POLE ~ ~ ® ~
~ ~ti ~fe ~ MOUNT a, ® Guy ~ GUY WIRE ~ W
® ~ ~ ® ~ ePEO Q CABLE TV PEDESTAL
LEASANT Q 5\52 Needham Rd. ~a Ml,Pieasant Rd 1956 ~ ~
L~ c n 1 ~A. ~ Y^W 0 rPEd ? TELEPHONE PEDESTAL ~
edham Rd W v° ° Ne ~ ° u rRANS~ TRANSFORMER ~
N p Nq ~a D BRANCH ~ ~ ~ ~ foMQ FIBER OPTIC ~
od ~ a 0o VILLAGE ~ ~ 5 qj MARKER
L k /'O a ~ ~ ~s~a ~g -G GAS LINE
a p o 0 o O y \Og I~ ~ 1 1~~\ „ -FO-FIBER OPTIC UNE
b ~ ~ L R d~ . _,D
1109 Rd ~mr Smithy@1 ° d 0
ch Rd z V a~ ha ° ~d. Hiil Shur o Stan Hill C 1109 Ston f STORM DRAINAGE
_ , mo ~ a ~ CRGSSROADS EXISTING NEW
ro ~d. ~ ~ - N~ 0 ~ ~ N ~4,. ~
arch a m o ~ rn ha2h Rte 194L ~ Ee' , i S€6n Hifl Ch b +b C R ~ ~t4at - CATCH BASIN /INLET
~ pPSS FLARED END SECTION
j~!7~ L ~ y
V i I QsrMr+ MANHOLE
D C~ - ~.0` . „ ~ STORM DRAIN PIPE
~ ~ 4a. fl® ~ r
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i;~ F:~
~ p ~o~ ~ o D s , ~ ,Pd q m Qg to ~
~ ~ BULLHEAD J w a ~
~t 3 ~ sw1 Nead 115 BAILEY _ CRGSSRGADS - Rd.
Schooners R _ ~ Pd ¢
~ i et 1175 I- V I~ e ~ U V form r. ~ ~ ~4s!°wo G1o~ an Rd i~ ~ S± :07 ~ r ~
~ ~1 ~ 1306 r ~ DESIGNED BY:
i 2 ~ I~I JCJEBM
Q~ F"ao 9J Rq _ DRAWN BY;
~ Rd. _ 0 1963 ' t ~ 1986 s 1 EBM
e 0 i e\d 5ke ~ a CHECKEDBY:
Q trtf ~ ~ \ ~ fi cd 5 pa _ WBJ
a eeP ,ra(
0 _ asaa 92eo o zsoo saaa ~soo PROJECT NO.: saga -o-~
Q Sa~1.E+ 1" • 25aa' '
DATE: JULY 2a11
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NEW 12" WATER LINE ~ ~ tiy`'
(SEE SHEET 12} A ~v
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PP w/Guy z D
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i'• NSE
~ 5098 INSET , ~ ~ , , . EX, 36 EX, 36" RCP
ti USE CONDITI kJSE CONDITION 2
a t° • i a ...t HSE SEE INSTALLATION D TALLATION DETAIL ~
I- ~ b - N ~ < ~ a 5070 R/~1` HSE r 4930 HSE
- 4978 _ _ ,,,~R/W HsE
- - 4852 HsE U~ C~ II 4 734 ('T'~
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. v PP ; - (SEE SHEET 7} -
J i Grv1. Pork~ng ~ _ - _ Asphalt Pavement ~ - i n 18 RCP _ - - - OLD - ~u
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7`BM~ USGS 10 MEA 12" Da 18° RCP tr - N~ 779368.2510 4 30" Oak p i' i ~ v
< Cn~ ° E. 2266474.8560 NEW 12" WATER LINE • ~ HSE ~ ~
Elev 28D.9230 ~ ro 3 ~Q ~p HSE (5 INSIDE R/W) b, b~ ~O HSE 4633 4665-466
HSE ~ ~ 15'Grv1, Or. 48" SH8 ~ ~
HSE ROCK CHECK DAM w/15" RCP
o 893 (TYP,} ° a -
°Q a ~~a° a ISTL7 NEW 12 WATER LINE ~ ~ ' ° G /
4 f (SEE SHEET 13) ° R!W a
a~ ° a ~ I
NEW 12 WATER LINE, . ~ ' I ' ' S+OQ I S CIS t , ,
(5 OFF EOP} ° ~ ° / , . I - - - - a f. 1 Properfy of ~ ~tl b~
f' Brown, Joan E. ° NEW 12"x12"x$" T E NEW 12"-45° BEND C'1 CV ~ 4'J rN
° ° . ° a f PIN. 27s7oa617ro3 (2}NEW 12 -45 „ DBE Nun PG~ Nurr BEND PROVIDE 35 LF OF 12 D,I, WATER
~ LINE BY OPEN CUTTING 1,rJ
d r ~ NEW PERMANENT UTILITY - I GLD EASEMENT 45'Asphalt Dr. w115° RCP
~ , ! s rGRE
~ ' ~?~W FIRE HYDRANT ASSEMBLY HSE •
' ~ NEW 12" GATE VALVE & BOX Q
~ io' NEW 12"-45° BEND ' ' -
U II t 11 - ° NEW 12 x12 TEE W NEW 12 45 BEND ~y~+ LL ~
NE PERMANENT Property of UTILITY EASEMENT NEW PERMANENT UTILITY EASEMENT
3D" Oak Brown, Joan E. EX. 24" RCP _ ~
1N~ 276700605997 ~ N W FIRE HYDRANT ASSEMBLY DB Nulr PG: Nun (2)NEW 12"-45° BEND USE CONDITION 2 ~ ~ SEE INSTALLATION DETAIL ~ ~ ~ w
EW 12 GATE VALVE BOX ,7
HSE ~ ® ~ ~ ~
+ ~ HSE CROSSING 4L it 4296 ~ r~ ~ ~ ~
IRE DEPT ~I I SETA (WETLANDS} ° r `d CHURCH {I ~ 4118 ~ ~ _ ~ ~ ~
N ~ 4416 NE 12 45 BEND
W ~ ~ HSE ~ ~ ~ OFF W 4322 3'Stone Walkway HSE ~ ~ ~ ~ y
= OP W I-- E h 40+00 45+00 50+00 Ex. Concrete R,/B! ~ ' Z ~ ~ ~ 45+00
UJ R,~~V 30+00 35+00 ~
Asphalt Pavement _ _ ~ ~l
ti7 / NC S I, 11..1
~a_ - - - t- ~ - , PP ~~r'PP i I o PP ~ ~ ` R/V~ ~o~n', -I ~ ~ - c~ ~ ~ 1 ~
PP ~ RI VY PP - - ~ PP ~ ~ ~ ~ ! ~ ~ --1 ' PP w%Guys ~ ~ PP wfGuy ~ ~ CHURCH Well { eta Z Y ~ ~ ~
~ Traffi'c Signol8ox PP w/Gu ~ ~ ~ PP w/Guy v~o :o. E3) 36" SHB ~ 4147 - ~ ~ 'i ~ _ ~ 0
?2' Grvt. Dr. PP w y ® ~ ~ TPED - /Guy Traffic Sr nalBox a. (2) NEW 12 45 12'Grui. Dr, ~o ' 4 48" sHB Eo>~ / g BEND w/15" RCP ti a 0 35' Grvl. Parking ~ HSE ~ ~ ~ Z ~ `
~ Ci") srgn a TPED 4079 + ~
f--- PP wfGuy ~ rB,EO, 45'As halt Dr, w/95" RCP p Landscaping ~ ~ ~ ~
~ NEW 12" WATER LINE ~ Pro ert of (2} NEW 12"-45° " p v NEW 12 1 -NEW 12" WATER LINE ROCK CHECK DAM HSE © ~
~ (5' INSIDE RIW) I . Stalnngs Brothers mc. BEND (5' INSIDE u rr ' . PrN 2767©0909397 {5' INSIDE R/W) {TYP.) 4193 ~ ~ ~ ~
1 SET HSE DBE 2002 PG 476
Property of „ ~ ~
Motahar~; Dorothy D, s~ Musoud ~ NEW $ WATER LINE NEW 12 x12 x4 TEE PtN:2767ao917712 ~ 4SEE SHEET W v
NE 12 GATE VALVE & BOX DBE 18 PGA 296 65+0 ` II
PROVIDE 58 LF OF NEW. ® I 12'" DI, WATER LINE BY ' ~ z
i
li OPEN CUTTING II ~ _
li
it IN T I S G I
I~r„r r ~ -
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° ~ (2)NEW 12 45 BEND
W ° ~ NEW PERMANENT UTILITY ~1`= (2}NE 12 22.5 BEND ~
EASEMENT
NEW FIRE HYDRANT
c ASSEMBLY
EX, 18" RCP
WICONC. HEADWALL
' ~ ~ (MIN, 3 SEPARATION (O ~ , ` ,
rr tr ~ H QC REQUIRED} p //ss ~u ~ INSET V 18" RGP HS HSE 3 6 H E HSE ~ ~ ,
~ Q, ~ PP w/Guy 22 ~/g 3762 HSE HSE HSE SE HSE HSE
~ Q TPED w 3740 340 3722 3702 3684 6 364E HSE HSE HSE HSE 3628
~ ~ ~ Q 4" Pine Conc. Headwalls w115" RGP _ _ _ H ~0+00 3606 3588 3562 X54 ~
v 65+ i + HSE As h _ - 75+oa so+o0 ~ - - - - Rl~Y _
~ 4000 _ - _ - - - - _ - r ~ - - - - - DESIGNED BY;
_ - - ~ _ _ HSE - -
- R1 _ - ~ ~ fl q, q HSE 4052 Vd - _ ~ a - _ - - - - DRANiN BY:
~ ~ 4 2 - ~ Ut I"" U) " _ - PP ~ HSE v v, ~ _ _ fT1 EBM
- - - _ - pP' ~ ~ 3843 ro ~ ~ ~ v a a R/W - - i~l ~ ~ CHECKED BY.
- Candsca i'n Sr n ~ ~ ~ ~ - - ~ _1--I p 9 9 TP 36" SHB ~ ~ Landscaprng - m c 20' Asphotf Dr, 15' Grv(, Dr, w/ ~PP WBJ
~ ~ ~ Rf ~c, ~ 15' Asphart Dr. wf 15 RCP fl TPED Wet! 15" RCP & Conc. ROCK ~ PP ~ \ & Conc. Headwalls ROCK CHECK DAM ~ PROJECT NO.:
~ HSE Properfy of ~ Headwalls Q ~ P PP w/Guy a a ~ Landscaping Roberson F,L, Herrs 1 ~ (TYP, ~ ~ ~ 3953 {TYP,?
BLDG HSE 3 ° P9N• 27774025618 NEW 12" WATER LINE ~ 3050 -D-2
~ 4055 ~ ° DBE Nul! PG Nurl Property of LLl a NEW 12 WATER LINE Page, Sarah C. {5' INSIDE RlW, TYP.> O DATE:
~ ~ T W Grvi, Dr. ~ (5' INSIDE RIW) ~ ~ ~ 1 PINS 277700302955 ~ ~ J.- 25' Grvl, Dr, 36' SHB ~ 1 D8- Null PGA Nun ~ JULY 2011.
~ ~ ~ Candscaprng SCALE;
~ 0 ~ I"" HSE ~ f ~ 4009 ~'1 HORZ.:1" =100'
O
~ ~ ~ NEW 4" WATER LINE ~ o ~ cSj (SEE SHEET 10} ~
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SHEET 4 OF 41
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- ~
_I ~ R1 EN - - _ - W - PP ~ ~
PP ~,PP PP PP 't4; ~ IP i.q - - - - - - - - - - - pU a~ d~ oWefl PP x,
t~ 18" RCP ~fl~ NSE a.
oWel! c~h 322a Woods ~ ~ -a
h-- b~ N 3 iy 3 N 3 Woods ~ °
'Q HSE ~ NEW 12" WATER LINE 3329 HSE NEW FIRE HYDRANT ASSEMBLY +
~ ROCK CHECK DAM NEW FIRE HYDRANT A55EMBLY t5 INSIDE R/W? 3z9.s NEW 12" GATE VALVE ~ BOX p
NEW 12" GATE VALVE & B(}X Ex. Fence tTYP,?
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00 Rte t2)NEW 12 45 BEND -1 ~ ~ w w
I- - - - - - - 115+QO
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- - - - _ ~ j w 2778 135+00- _ _ R/~_ _ _ -I ~ ~ d ~ ~
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r 130+00 - - - - _ - - - ~ - - U) ~ p ~ ~ ~
t~ Woods 0. - - °ti PP ` Aspho~t .125+00 - - - - - _ o 'Q
. _
NEW 12 WATER LINE ~ 3 _ ~ _ _ - ~ ~ _ - - - ; ; _ ~ Q _ ~ i gr_g._+~
t5' INSIDE R/W} Q ~ ° ~ ~ w ~ ~
CROSSING 4M iWETLANDS) v~ ~ PP - -
SEE PROFILE "CROSSING 4M" ~ U
SEE SHEET 33 PP NEW 12 WATER LINE ra' Sort Dr. Soit Dr. p ~ '15" RCP ~
t5' INSIDE R/W) x~o W7r5" RCP ~o ~ p v C'U
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ROCK CHECK DAM a[
{TYP.} NEW FIRE HYDRANT ASSEMBLY 3EMBLY ~
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a, ~ NEW 12 WATER LINE ~ ~ t-- ~8 ' RCP ; ~ ' t5' OFF EOPa IATER LINE ~ P) -I
~ W ~ DESIGNED BY:
~ q` 18'" RCP ~ ~ W ~ _ JC/EBM
G[ ~ 140+00 ~ f~1 DRAWN BY:
~ - - - - 145+ HSE w a o ITI ~ EBM
' - - - -00 _ 23oa ~ ~ _ - _ _ W ro o (j} - 150+00 N ti~ a~ 1 5-t 0 160+00 165+00 R/W _ ~
- - - - - - - - - - - - - s i - - - _ c W ~ m CHECKED BY.
~ - - - - R/~ ° - - _ ~ Asphalt Pov_ement ~ ~ I i ~ - - - - - ~ - --T- r _ - _ _ _ _ , _ ~ T _ _ ~ _ ~ _ _ - WBJ
II - it ° - ` T ~ (n PROJECT NO..
HSE _ - „ - - _ - ° - - - - - ~ ~ r q ®I ~ ~ ~cp - - 5
7 l:'--~_ , ~ do ~ ~ B Grvl. Dr. w/15 RCP 238 pp ~ PP n~ PP ~ DATE:
~ ~ ~ ~ OCR ~ ` m~ ~ ^ ~ ~ PP ~ tYSE w q ~ ~ 8'Grvl Qr, w115" RCP oWell 03 c~ a ~ 2 ~ o ~ JULY 2011 a ~ o~'
I ~ ~ SCALE;
~ o ~ NEW 12" WATER LINE ~ ~ ~ ~ ~ ~ Q ~ Grvt. a~. Woods a ~ t5 INSIDE R/W) ~ ~ C~ H0RZ.,1" =100' ROCK CHECK DAM +
N~ 0 tTYP.) p
. o ~ ~ NEW FIRE HYDRANT ASSEMBLY NEW FIRE HYDRANT ASSEMBLY p
~ c NEW 12° GATE VALVE ~ BOX CROSSING 4N NEW 12" GATE VALVE ~ BOX I
;BOSSING 4N BY HDD (INTERMITTENT) _ m
SEE PROFILE ;EE PROFILE "CROSSING 4N ?SHEET 5 0 ~j
SEE SHEET 3 SEE SHEET 33
0o c~
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INSETS ARE SHOWN AT
1" ®50' SCALE

HSE
p~ ` .q 2052
II II
,r;, I SET
t, z 0
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Q ~ - - 180+00 - -
+ - - -185+( ® 185+®0 ~
(9 175+00 - - - - - 1520
L~ - - - - .halt Pavement _ .--i-- - ~----~G' 1
+00 " " Asp---~ - _ tJ 170 - - W - A-l
w R/ - - - - _ - _ 1B° Pine RIW
" Pro erf of
Pp 10'Grvl. Dr, w/15" RCP May, Scaff H, Trustee _ IL Trustee a 0~ PP _ _ `
Properfy of PINS 278600591274 -
L~1 ~ - - Bunn, Janice R. ~ DBE 2432 PGA 641 ~l~ P1N 27860Q299856 PG 641 0 ~ `Q ______R/-19~---._
~ NSE (~„I PP ~ n 17&3 (?B~ 18 PGA 42 ~ I ~ Y GW
~ NEW 12 WATER LINE W ~ , ~ (5 INSIDE R1W)
(I) ROCK GHEGK DAM NEW 4" WATERLINE NEW 12"x12"x4" TEE ~ C~
_ a ~ o. (TYP.) (SEE SHEET 11) t
Gj PROVIDE 114 LF OF NEW 12 I-- L. D,I, WATER LINE BY OPEN OF NEW 12" NEW 12" GATE VALVE ~ „ ~ BOX - BY OPEN ~
GUTTING
® p
/ w r
~ ~ NEW FIRE HYDRANT W
d ASSEMBLY
;~a, NEW 4" WATERLINE
r;~ CSEE SHEET 11}
z
J
EX. 30" RCP
USE CONDITION 2 CONTRACT 11 ~
SEE INSTALLATION DETAIL INSET ` A ~ -mot ~ r
D
O xsE CONTRACT I ~ ~ ~
r 1 t," f- RLR 346 ~ ~ 970 H
t'3~ W ~ ~ Z Z
LL) TRLR 1238 ~ NEW 12" GATE 20' cr~r, a~. Wi15" RGP ! ~ ~ ~ ~
oWell ~ o VALVE & BOX & Gate ~ ; ~ w ~ e J N ~ m
~ Rf NV 195+ _ - - - - - - - - - - 200+00- - - - - - - - --~'wel~ - - 205+00 _ - - - - - 210+00 215+00_ _ N~ ~ R/~ ~ w w
Well
~ _ , _ _ _ . Asphalt Pavement _ m _ _ _ -t- j - - - - ~ - - T - - - ~Y d ' - - , - - _ cv w ' / - ~ - i~ ~ ' - ~ ~ ~ ~ C~ ~iT~f ~~VG~ ~t ~ ~T' _ _ ~ LL
W ~ a~.._- . f P
i - ~ R/W pp pp I 1 _ El- I 1 •~';m Rl ~ p ~ 1 ~ ~ a Imo- ~ ~ 1-
Q~ 0~ Ov Ov
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C~ ^ ti3
U ~ N W " WAT R LINE o~ E 12 E NEW FIRE HYDRANT ASSEMBLY ^ N ~ ~ ® , CONTRACTOR SHALL LOCATE ~ ~ ~
I- (5' INSIDE R/W) ROGK GHEGK DAM NEW 12 GATE VALVE & BOX fTYP.) ! ~ ix 12" WATER LINE INSTALLED IN ~ ~
i ~ , w~ CONTRACT 1, REMOVE CAP AND ~ ~C ~ ~
CROSSING 4P 8Y HDD ~ ~ ~ ~ CONNECT NEW 12" WATER LINE t~ ~ CC
(INTERMITTENT a~/WETLANDS? ' ~ i~FrP BY OTHERS. ~ ~ ~C ~
SEE PROFILE "CROSSING 4P" i w , i ~ ~ ~ ~ SEE SHEET 33 ~ ~ ~
BOOSTER PUMP STATION o
iSEE SHEET 35) ~ c"~
z
NEW 12" WATER LINE f5' OFF EOP> ~
i
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CHECKED BY;
INBJ
O
Q PROJECT NO,: 3050 ~D~2
~7 DATE:
~ { JULY 2011,
r .SCALE;
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1 SET
NEW 12"-45°
1 BEND
-
I--~-BORE PIT tAPPROX. RECEIVING PIT SIZE & LOCATION} NOTE ~
tAPPROX. SIZE & INSETS ARE SHOWN AT ~
LOCATION) e NEW 12"-45° BEND J 1" ®50' SCALE
i ~ ~
~ I ~ , NEW PERMANENT NEW 12 WATER LINE NEW 12 WATER INE UTILITY EASEMENT
~ o tSEE SHEET 13) I ~ ~ 1 tSEE SHEET 4) r ~ 'c ~ F.
HS C n n „
HsE 'SETA PROVIDE 50 LF OF 12 D>I, MATER
LINE IN 24 STEEL ENCASEMENT
I _ reM~ uses 1a MEA PIPE BY BORING & JACKING ~ ° N 771368.2510 ° ° , 12" WATER LINE EX. 18" RCP
4 4 D NEW 12" r E 2266 7 .856 ° ° °C ° \ t5' OFF EOP} I USE CONDITION 2
WATER LINE i ~ ` Etev• 280.9230 ° ° o ° ~ ~ I I f p ~ SEE INSTALLATION DETAIL
tSEE SHEET 4} r I ~ Property o o _ i r Floods ChapelFWB Church ~ ` p p
PIN 276700613242 ° ~ ~ 7BM USGS 10 MEA Wooden Rail
I u . ^ • I B~ 0 PG~ 0 ° ° " c ~ N. 771368.2510 f D ° 6 ° SNB ~ ' ' .Y
~ ~ , ~ ~ cH~ ~ ~ ~ E~ 2266474,8560 ~~1 4 R v a ° s ~ ~ q ~ Ele v 280.9230 NEW FIRE HYDRANT ASSEMBLY 1"~ w
.c Q ° ° n I e ~ ~ ~ ° , NEW 12" GATE VALVE ~ BOX ~ < ~ r
i ~ ~ ~ EX, 1B RCP ~ ~ o ' a
~ USE CONDITION 2 ~
Rj ~ ~ SEE INSTALLATION DETAIL ~4/~ ~ I PP 1 ~ ~
' ~ n ~ ~ , EX> 24 RCP
`OD USE CONDITION 2 t j,a.- " ~
+ D r . ~i~ ~ ~ SEE INSTALLATION DETAIL
~ HSE ~ ri .Jq ~ Rl A 4 M i~~ ~ ~A
5osa i ~ ~ NEW 12 WATER LINE f, Q ~ ~ - Q woods SI E R/W} - ® 5638 k
f ~ ® q ~ t5 IN D HSE " ` - o
B 1 ~ 5}74 ° ~ j ~a ~ ~ ~ ~ Op ~ . 3`
' a, ~ .,..r r' - CTS
y
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cn 1 SET E _ ~~enr
l SET _ ~ ~ NEW 12" WATER LINE ~ _ ° HSE 5549
tSEE SHEET 12} - - ® - - - HSE NSE
~ 5452 5452
CHURCH HSE x149 NEW 12" GATE VALVE ~ BOX 53x4 ROCK CHECK DAM Z
~ ~
NEW 12"x12" TEE tTYP.} d ~
~ NEW 12" WATER LINE Q t5' INSIDE RIW} h d°
~ N ~ LU ~
I I i ~.J e
1 I 1 I ~I CA _
I, ® ~
-r~~,,~- L.? _ ~ ° ~ +

t r
~ ~ f 1 ~ ! 'i/ i I ~`7 NEW TEMPORARY 2" ~ ~ ~ ~
~ r BLOW OFF ASSEMBLY ~ ~ ~ ~
PROVIDE 10 LF OF C.)
NEW 12" WATER LINE 12" STUB OUT, THRUST ~ w
tSEE SHEET 11) COLLAR AND CAP ~ ~
NEW 12" GATE VALVE & BOX , ~ w c~
12`Grvl. Dr, wf15" RGP ~ ~ ~ 1- ~
24" Prne ~ ~ ~ NEW FIRE HYDRANT ASSEMBLY ~ ~ ~ ~
NEW 12"' GATE VALVE ~ BOX HSE
6989 Q ~ ~ C~ PVG Roil l2' Grvl. Dr. LC ~ ~
~ EX. 1B" RCP 10'Aspha/f Dr. w195" RCP ~ d
~ USE CONDITION 2 ~ 1D' Aspholt Dr. w/75" RCP ~ ~ ~ ~ wf15" RCP
E N TALLAT N DETAIL t'~1 8° Do wood SE I S 10 NSE PP ~ ~ ~
~L.~ ` 9 Q 12' Grv1. Dr. q~ HSE 61]3 5~kQ0,,,. O 6589 I ~l - ~''`fJ ~ U
G~ ~ INoaden Rar7 ; HSE 8" Maple ~ 57x7 NEW 12" WATER LINE ' ROCK GHECK DAM
~ RIW ~;n% tTYPJ ~ f ~ ~ ~ ~ „ ~
- ~ _ _ _30+t}p t5' INSIDE R/W) ~n .J _ I IPP i i 30" Magnolia
v 1 - - _ I I
~,lf --~11-*- - _ - Wooden Rar7 20' Grvl, Dr, ~ ~ _ - _ - - 35+00 ~ - ~ _ ~ _ - - r _ _ , ' HSE 0 ~ i' " s ~ ~ ~ ~ R/W
_ _ - - " - , , 5943 Wooden ~ < ~ Rail ~ , Z ~ ,'./R s ~ ~'r rtl '
" ~ - - - ~Q ~ o
-L I.,(,f ® - As bolt P ~ - 1 1 i ~ - - -
24 RCP HSE HSE _ ~ i-- overt _ - _ 5678 5734 > ' - ® ~
~ - ' NSE HsE ~ ~
- - 6082 6126 m
HSE NSE w ® _ ® - - 5814 5860 N ~
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6032 _
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toNSracrww
o HSE v
~ 5958

a~ -c i
DESIGNED BY:
JC/EBM
a~ DRAWN BY.
EBM
CHECKED BY:
O M WBJ
O PROJECT NO.:
3050 -D-2
C~ DATE:
JULY 2011
s I
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h ~
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0 ~ ~
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INSETS ARE SHAWN AT
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i
i
'I i
I~
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t ~ ~ I ~ NEW 12" WATER LINE v~ -
~ (SEE SHEET 4)
EX. 24" RCP cC
PP WfG~ys PP wt Guy 1 "Pane USE CONDITION 2
I ~ ~ traffic Si not Box & SEE INSTALLATION DETAIL 9 12" Pine C~
1 ~ 20" Pine 7RLR 5605
4o'Aspnotr Dr. BLDG ROCK CHECK DAM ~ w/15" RCP (TYP.} rPEDs NEW 8" WATER LINE ~i 10'Grvt,Dr, w/15" RCP
~ PP wfGuys ~ m ~ ~ N , a (5 OFF EOP} EX. 42 TREE ~ ~
I II LDG ~ TO REMOVED R ~ ~ do~~, 15" RCP 4 ¢ ~ m 10' Grvl. Dr. BE , incn rug r
TRLR p ~ ~ i~RLR 562 w/15" RCP 15' Grvl. Or. w/15" RCP ~ b0. ~ Ui d
~ Q ~ U~,~
- - - I i - - ~ 5+00 PP ~ ~ PP W TPED NSE i i PPS i i_- 10~- 0 a PP 57x9 NSE ~ ~ ~ ~ P 'l k f ~ ~ 57&9 ~ oe11 2G+OQ PP/ ~ ° ~ o-A^~
_ ~ - - - PPS 15+00 PP - - - - - -
- - _ r
- - 1.l - l - _ _ o V .1 j~ - , - 11 ~s halt~rnen~^ - Rf~ ~ R/N~ _ - W - - _ _ _ _ - _ _
f ~ m Ex. Fence ~ 4 - - - / ~
Ri R N ~U Gate ost Ex. Fence I ` - - - - p Ex. p op O~ p L I I
9 Ex. Rip Rap Ex. Ri Ra i~ BLDG 4 Ex. Gatepost p p Gatepost U~ 5598 Landscaping Landscaping Q~ tM
U~ Ex, Gate ost Landscapr'ng ~ p ~ Brack Sign HSE PP wfGuy ci
15' Grvl. Dr. wf 15" RCP Cana. Dr. 5682 HSE e n' ~ N~ pV '
INSET A Gatepost 8riek Srgn 57so ~ I I Gotepost Landscaping N
~I ~ ~ ~
~ NEW 12" WATER LINE , NSE 5826
' (SEE SHEET 4) ~ 4
k .
ii NEW 8" GATE VALVE I i ~ SETA BoX
.l
t NEW 8" WATER LINE w~ '
° (5' OFF EOP)
~ . .
NSE
6421
5~>
Property of 1
Dickinson, Cart xeith NE PERMANENT UTILITY _
Estate Fae~ 2aa~-E-1 EA EMENT (VARIED WIDTH} DB .307 PG~ ]15 ~ NEW 2" WATER LINE ~ ~ ~
Property of (SE SHEET 4} Q`ROSSING 4F BY HDD (PERENNIAL} Patterson, Cteo ~ _
~ ° SEE PROFILE "CROSSING 4F" Prtv:2776oo2s32a9 . 12' Conc. Dr. w/18" RCP ~ ~ ~ 1- Q ~
NEW 8 45 BEND ~ ti SEE SHEET 33 Deco PG.o , (OONTRACTOR SHALL BARE ~ C) ~ ~
~ ~ ~ ~ W ~ wrn wall ~ NEW FIRE HYDRANT ASSE NE 8 22.5 Wm wars ~ ~ g DRANT ASSEMBLY UNDER CONCRETE DR.3 T YP)CHECK DAM fT(Z ~ ~ ~ ~ ~ rPED f ~l ~ ~ ~ ~
Q °BEND g v~ 'V° MIN. 1O' SEPARATION NEW 8 GATE VALVE NEW 8 GATE VALVE E 1"PE ~tif e~ BOX VALVE ~ BOX la° RGP NSE ~°~i ~ Z ~ ~
f 10' ~~f f~~ ROM WING WALL 15' cr~l. Dr. 337 50+00 ~ ~ ~ ~ ~ W W ~ ~
~ ~ ~ NL~ 12' Conc. Dr. TPED fy s12"~veetgum o w/15" RCP Conc, Swale
_ , ~ (2} NEW 8 45 BEND ~ HsE 15' Grvl. Dr. . ~ +p~---- a..,., ° ' NEW 8 WATER LINE z7 tree s~19 wf15" RCP
2 """".C... '~:'i~ o~" ' Corner of Fence ~I ~lnp''i . :~;w. .nds.':_;;~;;::i:::i::~;~:::~: (5 OFF EOP} . ~ ~
t
(1 ! ~ ~ m ~,g'~'-=.. Asphalt Paverr . Asphalt Pavement, - _ ---~-"~P ~T~1
Ex. Guardrar! c ~ ~ ~NL S . ~ c + - _ , . a~ L andscopin4 ~ LI.I
l ~ ~ _'"'1---_ ~ _'s d ' 6° SHBSHB 6„ S16B SN8 Briek Srgn ~ q ~ ~
J + - - --F T- - - - N LyJ NEW FIRE HYDRANT ASS MBL ~ o + _ _ + - - , - PP, L©ndscaping Landscaprhg ~ ~ Z ~ PP/TPED Ex. R+'p Rap 6" SN8
NEW 8" GATE VALVE $t BOX ~ 3 r it - - - - - - Ex, ~yl ~ Ex. Gua dra - - - - Ex. Rrp Rap PP w/Guy 4" SNB ~ ~ ~ Ex. Rip Rap ~ ~ 111
~ n, Ast Asphalt Entrance ~ ~
INSET E3 wf r w/18" RCP ~ W
d \ ~ ~ U
NEW 8°-90°BEND NEW 8"x8" TEE TEE woods p ~
..NEW 6" GATE VALVE GATE VALVE ~ BOX ~ ~ ~
PROVIDE 33 LF OF NEW 8' WATER LINE ~ 6" D:I, WATER LINE f 33 LF OF NEB _
(5' OFF EOP} , , VATER LINE BY
i ~ Rf N~ OPEN CUTTING - UTTING ~

i i ~ o~ NEW 6 WATER LIN
~h iE~; PROVIDE 38 LF OF NEW _ - 1~ (5' OFF EOP) ~
~ 8 D,L WATER .LINE BY = ii i~~ SOtJTNERN
OPEN CUTTING... ~'~l Aspholt Parking HASH SENIOR
i, Lot NIGH SCHOOL 164461
- - - - R1VY > _0~l~
r . 'i l 1, I
NEW 6 22„ NEW 6"-22.5° BEND
NEW 8"-45° BEND ~ NEW FIRE HYDR 1 FIRE HYDRANT ASSEMBLY
EX. 36" ~ 18" RCP ~ _ ° NEW 6"-45°BEND '-45° BEND
c USE CONDITION 2 NEW 8 45 BEND ~
~ ~ ~ EW 8"x6° REDUCER SEE INSTALLATION DETAIL DUCER
{ .i PROVIDE 7 LF OF NEW ~ PP WfG~ys NEW 8" WATER LINE PPJ LPED fl rr~} rr 24" Pecan ~l Vi7~T L7 ~
~ HSE 8 D,I, WATER LINE BY 2~" Pecs ~ ROCK CHECK DAM (5 OFF EOP) ss75 OPEN CUTTING
(TYP.} NEW FIRE HYDRANT ASSEMBLY 8" Crape Myrtle f TPE ,.4 24"Pecan °ecan NSE 18" Maple 807 i, Qr.
o ~ NEW B" GATE VALVE & BOX 12'Grvi. Dr, w/15 RCP ~ 12`Grvh Dr. ~ Q TPEDs 8 Creap Myrtle Otd Barn HSE ~
~ ~ 0Id Foundation E U ' \ PP 6 31 FRLR
k pp~ ~ ~ PAP ~ ~P TRL 893 TRLR 6911 TRLR 6929 TRLR 6947 ~ ~
a~ C~ ~ 0-1-00 r 1 6 -~(~0 70 0 ~ .55+a ~ _ - - - - - - - - - J ~ _ _
l11 ~ m R
U _ _i - ---r - - - - - - - - - - ~ - A h It P ve ent ` ~ ~8~} R ~ _ 1 - - 9 - T~CI-~ t ~Gd l1' ~ ~ I - - ~ - _ ~ I-Tl DESIGNED BY: JCIEBM
- 1 U - _ ~~-o- _ 1_ _ ftl U? DRAWN BY;
~ j ~r~ - - Rt ~1 ~ ~ ~ PP u ' ` ~ PP ®C8 ~ R1 rPED~ ~ PP ~ i ~ PPrTPED~ ~ i i R/~ ~ 1 ~ EBM
~ V ~ - NSE ~U m Q Srgn F4M 6678 8 ~U ~ ~ © Q TRLR 6964 ~ ~ ~ ~ rR~R so, TRH bs~ ; ; CHECI(ED BY.
6" SHB PP wfGuys 25' Crvl, Dr. HSE R~ Lands oping c~
U ~ s SH8 S7MN 6726 Property ~ 6" SHB- Landscaping Concrete ins 15 Sar7Dr, w/15 RCP Rhodes Bart Property of ~ T I ~ ~ ~ ~ WB~ Rhodes, Barbora B. ~ TRLR 6860 ~ 3 15' Grvl, Dr.
Q ~ 6" SHB 6" SHB Sign ~ Landscaping PP w/Gus Ex. Rip-Rap PIN 277600 PtN~' 277600?43721 ~ w/]5" RCP Q PROJECT ND.:
Y DB 0 Pr 4" SHB TPED ~ ~ As Malt Entrance Da 0 Pc a i + 3050 -D-2 NEW 6" WATER LINE
~ ~ r`~ w ~8" RCP ~ NEW METER VAULT ~a ~ i t5' OFF EOP~ O DATE, JULY 2011
Y (SEE SHEET 38} V~oods ~ i
~ ~ SCALE:
o ~ i o fl I H©RZ.:1" =100' 1~
~ i ~ o a t
~ U ~ n o ~ NEW 8 WA NEW 8" WATER LINE
~ ~ ~ A~pnalt Parking (SEE SHEET ~ U Lot {SEE SHEET 1)
r , Po
SHEET OF 41
~C
O~ Lt~ o
Q) co

NOTE
INSETS ARE SHOWN AT
1" ®5O' SCALE

z d
0 0 Q v_~
w
Q [C
LR rRLR 70Q1
W 00 - - i5' Grvl. Dr.
- RIW
® W - _ _ - - _ ® ~~+oa
LEI
~ A/
J W s88 Rt - - ' EX.18'° RCP
TRLR 7004 ~ _ ° • swell - - q,-m:,.,, ~ USE CONDITION 2
rRL R ' ~ . v y"~~--~'`` 7040 NsE ~ ~ e ~ SEE INSTALLATION DETAIL
15 ~ Grvl, Dr. ~ q ' loss a HsE q~ 9 (EPHEMERAL? 48° tree 7132 'y~ `Ox
PP/TPED o ~ ~ ~ ~ 00 Q ~ BULK
15'Grvi. Dr. w/l5" RCP o ~ BARN ~
~ ~ NEW 6" MATER LINE tRLR 745
t5 OFF EOP) =w
w
ryh ` 735 NSE ~ ~
~ ~ ~ 7RLP ~ HS 7RLR 7409 ~ ~ 6
239 ~ ~ rR~R 746 rRGR 751 ~ _ 11O ~ ~
RI ~ ° ` ~
ROCK CHECK DAM
tTYP.) ~Q R 742 ` ~ ~
105 ` ~ .s ' 12' Grvl. Dr. w/15" RCP E ~ ` - ~ tv ~ _~i
~ 10'Grvl, Dr. w/95" RCP
10Q~'~ ~ r ~ ~ ~ _~~f.~-~ PP ' ^ ~ to =o ~ ~ ~ c~ a r ~
well ~ ~ ~ , - --~i,,i ~ N NSE 755C ~4 _ I ~ ~ - ~ N ~ ~ \ t77~ 'p'' 7516 Q
. J I V• ' PP wfGuY ~~4$" SNB ~ ~ v.
NS Wefl I I ' PEG rPED ~ ~a HSE ~ Ex. PVC Fence ~ 7450 ~
248 Ex. Fence oWeH Ex. Rip Rap--- 12 GrvL Dr, w11S RCP 13„ RCP HSE 7~3p o rRIR 748 ~
C~~ TRER X33 15" RCP 7410 -
PP w/Guy &TPED Ex. PVC Fence ~ 4$" SH$ ~
jRLR 737 Ex. Rrp Rop NEW FIRE HYQRANT ASSEMBLY ~
NEW 6" GATE VALVE & BOX ~ r
~
z t? w ~ v~ _
I® ° ~ ~ ~
°~C w u~.i
F-
~ ~ ~ _
w
':tom- z ~
~ _ ~
TRLR 753
EX. 1S" RCP HsE EX. 15 RCP (INTERMITTENT) 7829 ~ NEW 4" WATER LINE ~ ~ ~
TRLR 755 USE CONDITION 2 USE CONDITION 2 ~ tSEE SHEET 21) ~ ~ ~ ~ ~
SEE INSTALLATION DETAIL HsE SEE INSTALLATION DETAIL 7B29 I' ~ ` ~ e- LL9
D
I O Z
0 P wfGuy ~
O E- ! a TPEDs f
W TRLR 7s4 V..I TRLR 76D
wetlands 125+00 _ _ - _ Rt Wetlands ~ Z 20+QO _ RlW 130+Ot) ~ _ ~t _ ~ o ~
RtW 115+00 ; 0 1- U? - - _ - - . 4 _ _ `ruts
Asphalt Pove ent _ 1+_.__ r ~ - _ j ~(7 T ~
- l - T cn . _ _
W - ~ I EIP - ~ ° 24 " Gum R/~ ~ ~
R?I~ ~ ; ~ ~ ~ pp'~ ~ tv m PP ~ - PP ~ - m u,~
~
W PP/TPED c;,~n cna EIPITPED HSE 12" Cedar 'o ~p 48° SHB
= LJ_I ~jp 7820 ~ ' ~ NEW 6" WATER LINE
LJ ~ b~ ~ ROCK CHECK DAM tSEE SHEET 21}
~ tTYP.) ~ NE1~ 6 1~ATER LINE
(5' OFF EOP) ~ NEW 4" WATER LINE ` ® ~
a ~ tSEE SHEET 21) r
` r \ o i
~ ~
\ ® '
~ ~ ~ P'~
r_
0 130+OQ
RI W ~
~
DE:_~IGNED BY:
T U, JCIEBM
a~ ~ DRAWN BY.
s EBM
fW i o R ~i CHEGI{E~ BY:
~ ~ ~ WBJ
O
NEB 6"-45° SEND PROJECT NO..
NEW 6°' GATE VALVE ~ 3450.p.~;
~ PROVIDE 55 LF OF NEiN & BOX DATE:
? 6° D.I. CATER LINE BY z ~i OPEN. CUTTING JULY 2411:
~ BCALE;
HORZ,;1 ° =140'
n i N ~
~ sF o~ ~ sF
J ~
r~ _
SHEET 9 OF 41
O ~ c0 c~ i,
O Cn O 'Q r
QUO
47O C\ I NOF-

Nom? I
INSETS ARE SHOWN AT 1" ®50' SCALE
i
NsE E
38 r r
' „ ~l NEW 12 WATER LINE 1 /
fSEE SHEET 4)
>r ` EX. 15 RCP ~1 z
y ~ USE CONDITION 2 ~v I \ EX. 18" RCP ~ USE CONDITION 2 ~
" SEE INSTALLATION DETAIL '~i '2 r SEE INSTALLATION DETAIL ~ > u~
24" Pine / l~
PP w/Guy ~ ~ NSE ' ~ ~
~ 384 U}
HSE HURC ~ _
5927 4" Pin sl4s ~
' ~ a R!W 5+00 10+0
W 0 - 15+DO 4 N - _ _ _ _ _ _ 20+00 2~+00 RfW ~ r
_ ` ~ `W'
v,. ~ , R .
l , ' Wello PP -Q~_i' _i- - - - - - - _ I I - ® o- „w,.~~w,..~,~",., d0. w O 7,~4 S®-~' Q -
~ 4~ 4 ~ Woods ~ ; ~ t~
/ ® TRLR 584 ~ HSE Woods c~ ~ Woods ~ < ~ ~ ~ p
p u ~ y 5942 r ~ ~ NEW 4 WATER LINE q rn ~C1 ~O ~D ~ ~ i ' I ~ u~
SPED/TRAMS Exposed 2" N ~ N 3 Woods P~rc °r" Jo,nr t5 OFF EOP) ~r ROCK CHECK DAM ~ ~ -I t~
r tTYP,> + ~ .
a 1® © ~.r
4 u n 1 SEA C7 `Y' w ~ r~
f
f NEW 12" WATER LINE v r_,
r ~ 4SEE SHEET 4?
K~
r NSE
3953 _
ua
0 HJE ~ l
ssl3 EX, 18" RCP
USE CONDITION 2
SEE INSTALLATION DETAIL
i~r~r
d
~ Hs HSE NSE NSE 6459 6503 6541 ~ HSE ~
~ 239 ~ ~ ~
/ ~ ° - _ _ _ _ R/l~ 45+00 ss4 r z _
~ ~ oo o ~
E 18" RCP • _ _ U
.PROVIDE 9 LF OF NEW l ~ ~ USE CONDITION 2 xsE `'J 4 DJ. WATER LINE BY ~ , .__.,r, ~ . , . - - - - - - - --~---p_ - ~ F 1 ~
~ ti `1^' 642 ~ ~ SEE INSTALLATION DETAIL OPEN CUTTING WelloTT f~ ~y `t < i _ PP _ _ _ _ 1 7"~* . F- Q Ll' ~
~ ~ NSE ~ j ~ o q~ ~ C~ ~ ~ ~ ~ ' ~ ~h ~ f ~ ~Q
~ ~ ~ 3 .652& ~ I i ~ ~ I ~ ~ ~ W ~ O ~ ~
f h~i rZ ~ i NEW 2" WATER LINE ~ ~ ~ ~ ~ <C p <C
p ~ . ~ o cPP f~, tr} p 6~a 6~a i tSEE THIS SHEETS "SE > as ~
X o9°`~•, ~ ~ 35,, TRH ~R rvaconf) NEW 2 BLOW t~ TR j i~~ . OFF ASSEMBLY ~ ~ w ~ ~ p p p
~
~ ! ~ i i { ~ NEW 4" GATE VALVE & BOX ~ ~ ~ iu
0 v PROVIDE 10 LF OF 4" ~ ~ ~ ~ ~ o
- ! s u~~ NSE i° ~ _ -~___F_ _ STUB OUT, THRUST ~ ~ ~ ~ ~
' < 637 COLLAR & CAP ~ ~ y.
c : °°,,.-x''*e 30" Pine NEW 4 -45 BEND - p~~,,,-~ ~e~~ ~0 36" Pine PROVIDE 60 LF OF NEW 4" ~ c[ ~
,G' ~ NEW 4" GATE VALVE NEW 4 WATER LINE - -'t' ~X PP ~ Londscoping D.I, WATER LINE BY OPEN Lt ~ ~ ~ ~
~ BOk t5 OFF EOP) CUTTING ~ ~ ~ e~
ROCK CHECK DAM 15'Grv1.Or. w/15" RCP NEW 4"x2" TEE ~
tTYP,) 8'Roodway z
0
4~+aa
JSEl _

~
ti ~
' EX. 15" R i EX, 15" RCP
~ ~ USE Ct7Nl USE CONDITION 2 , ~
SEE INST SEE INSTALLATION ~
„ „ DETAIL DETAIL ~ ~ o ~ ~
~ I 1l t I I NEW NEW 2" GATE i t'~ i
NEW 2" WATER LINE VALVE ~ ~ ROCK CHECK DAM VALVE & BOX i ~
~ ~ tTYP.) t5 OFF EOPiGrvl.) ~ i ~ i
i ~ i~ E i~
Rj I I ~ V?ell 20' Grvl. Dr, w/15" RCP ,ti 15 ` Gr vl. Dr. wt 15" RCP ~ I i I ~ PP 10" Tree
~ Elee. Box TRLR 712.
TRLR 657 6" Tree ~ - - Cedar Row , TR R 7D7 ~+00 Woods 1 I oWeN
- ° - - ---r- G 1 El
I ~ _ lGrovell~ ~ NEW 2" BLOW OFF
~n d I y - ~ - - - - yy ASSEMBLY YF - - -
w TOGS -
tV l R 9 4 PPJBL I C~ ~ ~ i5'Grvt. Dr, w/15" RCP ~ ~ : I ~ rR~R 70 DESIGNED BY;
~ ~ ~ TRLR 709 JC/EBM
HS DRAWN BY;
\ HSE EBM
~ I 652 CHECKED BY:
Q I 1 WBJ
NEW 4" WATER LINE ~ ~ I tSEE THIS SHEET)
o ~ P~oJECT NO.; 3050 -D•2
~ I ~I o 0
1 i I DATE:
s JULY 2011
~ I ~ I scA~.E:
~ ~ HORZ,:1" =100"
O ~ N
~ L
Q Z ~ . ~ ~
~ ~
\ O SHEET 1 U OF 41
O O c ~ U
O cn
f.
Oo ~ti'
k~ ~b O~

NOTE
INSETS ARE SNOWN AT 1" - 50' SCALE
1
1
o O
k ~ ~ ~
~ NEW 12" WATER LINE o (SEE SHEET 6) w
~
~
INSET A
o ,,1~..
EX. 16" RCP
NEW 4" WATER LINE USE CONDITION 2 ~
`a (5' OFF EOP) SEE INSTALLATION DETAIL ~
t ~ R /~y
- - 10' soil Dr. ~4 wf18" RCP NSE Ex. 4'Hedge ROCK CHECK DAM CSI Lv HsE fTYP,) . LLa
NL 5 ~ - - Ex. 4' SN8 6gg3 Ex, Fence HSE 18" SH8 ~ ~ ~ ~ - - Ex. 4"Hedge 1r~ 8+;,~~~P 6955 12 Grvl. Or. )0" Bradford Pear 15'GrvL Dr. w/9S" 7055 d =
Opp Th'LR 688 15'Grvl. Dr, - _ - ~ 3 ti \ 5 15 Grv1, Dr. 4 ° Cedar & Peor i' Grvl. Dr. w/iS" RGP HSE
I Rl~ - - - ~ , ~ Ex. Fen ~ 1'R wf 18 RCP 10" Bradford Pear 8" Pe -8"Peor n~ 7119 Rf~ 8" Pear o ~ PP
PP w/Guy ~ ''~----..~1,„, ae PP ~ ~ R 6~ 1 72" SNB HSE 12' Gr vl, Dr. i5 ` C ` t „ ~ ~ w/15" RCP 15 `Cone, Dr. wf 15" RCP - ' ` ~
- - a PP w/Guy 6961 .0. Ti
-~.Plf "'--1.ad `o= ,...,,,,,j ~ TR R 699 41_R 7 ~ 10~~ 6YPress ~ ~ ~ TPED~,. r ..-tii---- ` ~ ~ ~ ~ ~.~1
w W
. _ _ ~ Z W
~ >z, - - ---1.r ~ ~ r a _ ~ i
1 PROVIDE 24 LF OF NEW a - + - - - -
4" WATER LINE BY - - w OPEN CUTTING - P
t NEW 4"-22.5° BEND Ex. Ex. Block Planter
ti -}C O ~ Ex. Block Pianfer
~ ~ NEW 4° WATER LINE + ~
o t ~ ' (5' OFF EOP)
~ ~ ti EX. 18" RCP
t ~ USE CONDITION 2 ~ , SEE INSTALLATION DETAIL
~ ~ t
~ ` NL S 1 GU
a.. v~®
II NEW 4 GATE VALVE & BOX d
I
.d' ~
NEW 12" WATER LINE
~ ' (SEE SHEET 6) `'I Z I...i,. ~ ~..p.
~Z~ V A
R~ ROCK CHECK DAM ~ 1 ~~L i.'Y ~ ~ ~ Q
(TYP.) PROVIDE 56 LF OF NEW 4" WATER LINE BY ~ / ~ T /I ~ ~ ~ ~ T l//
~ ~ .v a~ OPEN .CUTTING. n rn
1 SET ~Q o. NEB! TEMPORARY 2" ~ ~ ~ ~ ~ ~ ~ Q
~c~ ~ 11 PP NEW 4 WATER LINE CATER LINE BLOB OFF ASSEMBLY ~ w E- ~
~ _ _ ° ~ ~ ~ R (5' OFF EOP) EOP) ~ q,, ~ ~ ~ + w c,
r ~ d -fW 00 0 ' v' ~ ~c ~~a
'tik q i _ 0® PP wlGuy Op ~ PP 01~ ~ ''S if a~erne u°~
~ HSE Cj Q J ua = t~r7
0 7463 q ~ ~ Gl I.I.i Q PP ~v ~ ~ I--
R~ . ~ ~ ` ~ ~ ~ ~`4~~0°~--... ~ 553 ~ ~ a _ I _ ~ ~ T ~
~ a TPED ~ I

~,J f II NEW 2 BLOW OFF ASSEMBLY
~ NEW 4" GATE VALVE ~ BOX
/ ~
~ ~ PROVIDE 25 LF OF
wv~ ~ NEW 4 WATER LINE l~ 7438 HSE o ~ ~..e ft~ ~ - _ ~ W
~ BY OPEN CUTTING 7488 a ~ ~
O
CO U
~ CA 4- x PROVIDE 5 LF OF 4" ~
~ ~ STUB OUT, THRUST ~
1 ~ ~ ~ COLLAR AND CAP
`l 1
1

s
EX, 24" RCP
PP w/Guy USE CONDITION 2
J~ SEE INSTALLATION DETAIL

~ NEW 4°' GATE VALVE ~ BOX
CONTRACTOR SHALL LOCATE
~ EX, 4°' WATER LINE AND CONNECT
~ NEW 4" WATER LINE USING 4"x4" _ _
~i TAPPING SLEEVE AND VALVE Q _ _ , ~~NL5`
L
1 SET - _ ~ - _ °
~ 10+0O,,,r-. - - ~ ~ ~
Ex, Rip-Rop s..~„- ` m Ex. Rip-Rap ~ --r"' '%`~y ~
G ~ ~ NSE ~ ~ ` DESIGNED BY:
~ 7938 5~~ ~ - ~ ~
DRANIN BY.
~ W _ - ~ NEW 4 WATER LINE ~ ~ ~ R,.,~ - - - ~ - 1 * ~ .~SX~ PROVIDE 5 LF OF 4'° EBM ~ STUB OUT, THRUST
i ~ ~ COLLAR AND CAP CHECKED BY:
v~ ~rt~ ~ it ~ ~ m r e H ` $g`~~' PROJECT NO.:
_0 * ~ ~ , ~ sa5o -D-~
ago m Landscaping
~ ~ Landsea !n ~ ~ ~ ~ ~ 1~ATE: 0 JULY ~a11
s ~ ~ HSE ~ ~ ~.L HSE 8048
Q~ rn 8016 ~ ~,Qr, SCALE;
0 ~ ~ ~ Ho~z.:1" =1aa~ ~
~~I . , ~ oXoQ
C~ ~ EX, 24" RCP
~ ~ US I O ~ E COND TI N 2 ~a~ ~ ~ ,
PI"1- 1\InT AI 1 ATIAtI P1PT All
h \ V 3GL IIVZ) I MLLM 1 IVIN UC I MIL SHEET l l OF 4
1 k
Q 0 N
U Q c Q' QQQv~\~ 15' Gr vl. Dr. w115" RCP
QC) 0 Q aS~ NEW 2" BLOW OFF ASSEMBLY
NEW 4" GATE VALVE & BOX
~ 0~~

li
EX. 18" RCP
NEW FIRE HYDRANT ASSEMBLY USE CONDITION 2
NEW 12" GATE VALVE & BOX SEE INSTALLATION DETAIL Rock Headwall EX, 18" RCP
f2)NEW 12"-45° BEND HsE Rock USE CONDITION 2
EX. 18" RCP 5&&2 Headwau SEE INSTALLATION DETAIL
PROVIDE 52 LF OF NEW 12" BORE PIT tAPPROX, USE CONDITION 2 LINE ROCK CHECK DAM ~
W N IN 4" STEEL ~ LOCATION & SIZE) ~ NEW 12 WATER LINE D,I. ATER LIE 2 ~ SEE INSTALLATION DETAIL ' .SIDE R/W}
ENCASEMENT PIPE BY f NEW PERMANENT {51N f ~ Gana. Headwall ~`n BORING ~ JACKING ~ UTILITY EASEMENT FGM N } (TYP.} ' ~
NEW 12" WATER LINE ~ Gate ost 15 ` Gr vl. Dr. ~ ~ ~
~ p I FOMo NEW 12" GATE 1 (5' OFF EOP? ~ PP w/Guy - . ~20+00 ~ 12 Grvl. Dr, w/15 RCP - - - w/ 15 ° RCP ~ Z ~ U3
VALVE & BOX ~ ~ - - - _ 25+0o I-
~ - - _ 9 ~ - ~ - - - - _ - I 1 ~FOM R/W 3p ~ - -
ff~lid ~ r ~ - - - ~ - - _
~ ~ / ~ ~ PP w/Guy .Q- ~ - ~ - - . - - -
~ ° o ~ ~ PP ~ < ~ PP 3" sHe ~ ~ oRl b~ ~ -1
9 ~ ° ~ D 8~i o ~ ~ e(~ r PP 4 " SNBs S,~ 15° RCP 9
t G ° o ~ ~ ~a ~ Pay ~ 3° sties ~ ~ NSETS ARE SHOWN AT 7PED a-~
t ~ ~ RECEIVING PIT ~'r
~ ° o e ° PP w/Guy i (APPROX. LOCATION o ~ ~ TPED ~ d 1" ®50' SCALE
& SIZE) ~4, b•
x f ` ~ ~ a . NEW 12 WATER LINE ~ ~ ,r `J ~ ti HSE 5703
(SEE SHEET 7l ~ ' o
CHURCH 5149 q ~ ! O j.; , 1
e~'ra. : O
® f' N ~t 11J ti
t / 1 -0 ~ r' HSE d
~ 5931 PP w/Guy , ~ ~ ~ ~ C~ u7
S -0" ; ~ R'} Lt ti
/ HSE 1 l ,
NSE r / ~s ~ 5977
5'Grvl. Dr. 6062 ! 2 ~ a w115" RGP ~ ~ -o
s/
/ {
HSE L.:::
10' Grvl. Dr, w115" GPP 6090 f y L
)5'GrvL Dr. wf15" GPP WeIJ f" F ~ ~ / 4J t? CJ
M C.9
HSE ~ i NEW 12 WATER LINE J!
61r2 ~ ~ W? (RETURN TO 5 INSIDE R/
WeN
NEW 12" WATER LINE PP w/Guy ' t~ ~ ~5y~ ,,mow
t5' INSIDE R/W> Q C[
x
EX, 24" RCP (wI HEADWALL) p'~ (1 U / USE CONDITION 2 ~ a ~
1 sir , / SEE INSTALLATION DETAIL NEW FIRE HYDRANT ASSEMBLY
o ~C/ l2J TPEQ (MIN. 5 SEPARATION FROM NEW 12 GATE VALVE ~ BOX NEW FIRE HYDRANT ASSEMBLY
FOM ~ HEAD WALL) NEW 12" GATE VALVE & BOX --Woods-~ ~ r
PP w/Gu p EX, 36 RCP HsE y < . < 0 /-~f NEW 12"x4" TEE ~ ~ ~
5x74 2'x2'cona. sign ~ tw/CONC. HEADWALL) r ~V ~ ~ ~ ease ~ ~'ri Pro ert of USE CONDITION 3 ~,p4~ t,~ ~ cc ~
P Y ~ ~ 24" Pecan Linda Ann Ross SEE INSTALLATION DETAIL
~ ~ Property of / , & James Daniel NEW 1C' PERMANENT ' 9 ~ TJ ~ ® C3 C~
! / a' • ~ PlN~ 276700758673 , Bland, Walter W. NEW a ~ r 44 . ® ` * DBE Is9a PG~ 174 UTILITY EASEMENT PIN 2767006 3 & `CJ f A 9 NEW FIRE HYDRANT ASSEMBLY
/ NEW ti ~ OB' 1658 PG' 985 ~ > f >Q,. ~ ~ Property of NEW 12" GATE VALVE BOX Woods---~ ~ ~ ° CSC t9J uJ ~ ~ j Gatepost m ~ ~ Ct7
! ~ _ i ~ _ J Coa er Sherron Farms ` p FOM f ® ~ k ~ ~ ~ W Woods ~ ~ ~ ~
,'3t o• I ~ . ~ LTD. Portnershrp ~ ~ P1N~ 276700848890 ROCK CHECK DAM
/ PP DB~ 1293 PG• 973 tTYP.) ~ NEW 12" WATER LINE ' ~ ~ I ~ ~ ~ L~ og ~ t5' INSIDE R/Wl ,~'c ~ O d ~ ~
~ ~ PP ` ~ ~ woods wa
4 ~ 1 ~ , ~ ~ ~ 4 HSE woods ~ ~ . ~ JJ,,-+ ` d ® Asphalt ~ `t, I- ~ ~ I-
' • 5617 ' ~ • r , ' Traffic (stand I _ ' " cv - ~ Parkrng- NEW METER VAULT `~1' Z ~ ~ s~ ~ Lot ~ (SEE SHEET 38) ~ ~
\ HsE 1 40+ cxuRCH ° 5098 8.. Tree f ~ ` ~'----t - - - -
549 . I _ Asphalt Pavement, _ ! ` ~ O ~ ~ C?
(s„ RGP ~ R,~ , . - - - HsE ~ , .
4940 ~ ~ "1`k-- - - \ _ _ - - -PP As halt ~ fSpasf ~ ~
° ` / : °o TPED PP - = C~- - - - I , . ° : ~ / ~ a PP ~ rat , - ~ p . ~ .g , ~ ~ I~ oC r~~,''~ ~ a ~P Lot g Landscaping ~
/ Srgn PP wlGuys - ~1• .~r ~ / Landscaping ,~,i ~ f ~ , TPED ~i~~ " ~PP w/Guy Gate asf Gatepost ~ ~ ~ ~ P
e , PP w/Guys 2~
/ ' ~ 6" SNBs I t z U ~
dy HsE ~ / HSE - 5070 4935 SOUTHERN NASH O _
HSE 4 f fl ~ MIDDLE SCHOOL (5301) _
'tip f~ / .d ~ 1 (
' ~ ~ ~ ' ~ Hs HSE ~ ~
o 54~ ~ 5401 )
/ / ~ ,
~ HSE i
HSE
5D57 i
NEW 12" WATER LINE
(SEE SHEET 4? i
E.
NEW 12" WATER LINE
(SEE SHEET 13)
c
~ EX. 24" RCP NEW FIRE HYDRANT ASSEMBLY
EX. 24" RCP USE CONDITION 2 ,24" RCP NEW 12" GATE VALVE
~ USE CONDITION 2 EX. 24 RCP ~ SEE INSTALLATION DETAIL ~ SEE INSTALLATION DETAIL USE CONDITION E CONDITION 2 ~ BOX
SEE INSTALLATI E INSTALLATION DETAIL HSE
~ ROCK CHECK DAM ~ PROVIDE 10 LF 12" STUB 5076 NEW 12" WATER LINE OUT, THRUST COLLAR
a~ (TYP.) ~ t5' INSIDE RiW3 AND CAP
a DESIGNED BY:
O HsE Q + ~ 5778 a JCJEBM
D+04 - - - - - - 6 OD DRAWN BY:
~ lS~ w/75'" RGP ~ q 60+04 _ ~ W r ~ 1 _ _ RlW EBM
~Q _ _ ~ _ - - CHECKED BY;
q = x x x _ ~ WBJ
~ - As haff~Pa_, velr?ent_~_._F _ 1 ro _
O 11- ~ ~ ,r.y, PR - R/I~ 3050 •D•2
q = - _ duo. Z • RL~ woods ~ - f~ o ~ ~ 05G~ WOOdS ~Woods~ ~Woods~ a° DATE; ,JULY 2Q11 EX. 24" RCP
O USE CONDITION 2 SCALE:
~ SSMH ~ SSMH ~o ~C ~ LLJ Woods SEE INSTALLATION DETAIL HORZ„ 1" =104'
i; 0 = ~ W
o ~ ~ U7
~v o~ ~
nny`~
~ W
~ v bHtt i 1 r- Ur
~n Q O
OOiRI ~ QLf,4 9
~ ~00

I
NOTE
INSETS ARE SHOWN AT
1" ' S0' SCALE
! ~
i\ NEW 12'° WATER LINE ~ d z
xsE ~ ~ (SEE SHEET 4) ~p
5070 I EX, 24" RCP ~I
~ i USE CONDITION 3 ~ w
9 ~ EX, 24" RCP ~ xsE USE CONDITION 3 ~ 5057 n rr SEE INSTALLATION DETAIL ' ~
INSET A SEE INSTALLATION DETAIL (MIN, 5' SEPARATION FROM
I ~ ~ (MIN. 5 SEPARATION FROM HEADWALL)
~ Property of HEADWALL) J Joon E. Brown HSE
t DBE 11113 PGA 499 92' Grv(. Dr, 6541
( ~ '"~~~DB~ 877 PG~ 590 ~i w115" RCP ~ ~ s~ N NEW 12" GATE VALVE & BOX
HSE i ~ BLDG 12'Canc. Dr, w/15" RCP xSE NEW 12 WATER LINE PP/TPED ~ ~ ~ 5098 t• ~ 5095 ~ ~ 6329 (5 INSIDE R/W) ROCK CHECK DAM Ex, Fence NEW FIRE WYDRANT ~
~ Q HSE Ex. 1a° RCP ° (TYP.) PP ~ v ~ ~ HSE ~ 6293 ~ 15 ` Gr vh L?r, ~ a 12' Grvl, Dr. w/15" RCP 6645
o 1 ~ 0 6261 ~ vi QWell ~ w/95" RCP J Ex. Fence 0 95' Grvl. flr,
~ W ~ w/75" RCP 25' Soil Dr, ~ ~
. . . . ~ o~ Rf6VPP ~ ~ 5+dQ RR ° PP w r ( X115" RCP Ex. 18" RCP ~ Woods m p ~ i'I
( - - - ~ I ~ ~ PP/FOM 2 PP/TPED !N~ PP w/Guy v T 1"` . . ? _ - - ~ 2~+ao Rig
_ NCS - m i~
, _ ~ ~ . o. . > 0
RIW ® - . ~ • , - ® ~ , ~ HSE W - - - - -
' " ~ • _ " TRLR 6320 w - ® u .ye swell 6284
1 ~ ! ~ Ex, 24" RCP m ~ a c.i c.!
I SET ~ . r HSE rnrn J.' x Irn' I °
~ ~ 6242 i „ 1 ~ ii 1 ~ I \J _
NEW 12 ~ • NEW 4 WATER LINE WATER LINE ~ (SEE SHEET 4) ~ _ 7
:I ~ ( csrasM 78M~ USGS 10 MEA ~ (SEE SHEET 12) N~ 771368.2510 ~
E 2266474.8560 }
E1ev~ 28Q.9230 NEW NEW 12"°45° BEND ~
ti~ ( \ ~
NEW 12" WATER LINE
HSE S~ 1 ~ ~ {5' INSIDE RlW}
174 ~ ~ 5 ~ P p
B o P ~ p
~ \
CROSSING 9O (PERENNIAL) - -
{EX. S T x 6 W CULVERT) ~ _
SEE PROFILE "CROSSING 9O" NEW 12" GATE VALVE & BOX ~
SEE SHEET 34 : - ~ ~ ~ ~ , _ NEW 12"x12" TEE
® NEW FIRE HYDRANT ASSEMBLY ~ ~ k `t
W ANENT NEW 12 WATER LINE ~ NE PERM {MIN. 7' SEPARATION i_ ~ UTILITY EASEMENT . ' ' \k` f.7 ~ ~ = r ~ N
FROM WING WALL) p O ~ ~ ~ ~ ~
Property of NEW 12" GATE VALVE 3'x3`Brick Column
Property of Nunez, Agustin & Mercedes C. ( Former, Virginia M, Me+rs ~t BOX 12'SoilDr, w115" RCP
PIN 276600689583 PIN 276600660453 ~ 3'x3' Brick Column
DBE 1515 PG~ 909 ~ DBE © PGA 0 woods NEW 1 " WAT R IN 2 E L E „ "WATER LINE ; v`~,'~ ~ ~ ~ ~ w ~
{5' INSIDE R/W NEW 4 WATER LIN 35+ ) (SEE SHEET 7) _ 00 BEET 7) ~ , - lSR 1~5,3~ ~ W °
woods . - - - - - ~ ~~~o
+r. E PP w/Guy
D D ~ xx~ ROCK CHECK DAM r
~ ~ W u~ v~ ®cn
~ N ~ ~ ~ k\~~C
~ ~ ~ m ~ ~ ~ `max E~ / m° ~ ~ N 1 'fit EX, 18" RCP ° {wIBLOCK HEADWALL} NEW 4" WATER LINE ~ ~ ~3° ' ~ ~ ~ ~ _ +
Y t USE CONDITION 3 {SEE THIS SHEET} ~ ~ ° c~r~ r
C ~ v,,~ , s~ SEE INSTALLATION DETAIL ~ ~ ~ ~ ~ ~ ~ ~ ~
v,l ~ ~ F {DO NOT DISTURB HEADWALL} ~ ~ ~ ~ z ~ ~ cn
~ ~
~ 1 ~ ~ ~ ~ ~t ~ PROVIDE 84 LF OF NEW ' ~ ~ ~ ~ ~ l t,„ ~ 12'° D.I. WATER LINE BY ~ ~ ~ oc~
~ ~k ~ ~ r ~
~ ~ ~ OPEN CUTTING ~ w ~ _ ~x,~ ~ z
NEW 2 BLOW OFF x C.~ a ASSEMBLY t'° . ~ , ~ ~ ~ ~ ~J T
d. a ~ o - ~ ~"'~-x den
m ~ ~ ~ x e Ex. 15" RCP ~ ~ ~
o
NEW 2 WATER LINE .
(5 OFF EOP) ~ \ r ~ Nts ~ , pE~ Rp4
. ~
NEW 4" GATE ~ ` ~ `"1 PPtFQM
VALVE & BOX 1
ROCK CHECK DAM PROVIDE 45 LF OF NEW Woods
2" WATER LINE BY Ex. Brick waH (TYP,) p Brick Wa(1 ~ ~ s
1®~' ~ OPEN CUTTING NEW 4" WATER LINE INE s . ~ , ~ , ?`t?p
NEW 4" WATER LINE T) ' f ~ ; (SEE THIS SHEE > Conc. !sand V ~ 10" Tree ~ `
t5 OFF EOP) ~ ~ ~ ~ / NEW 4x2 TEE ~ N ' .,,r~ s
HSE ~ i c ~e~~
7 ~,,,.-i s NEW 2 GATE VALVE ~ BOX ~j HSE 5 81 y - ~ 1.~` ~ ~ Wands
i ~ . 5763 ® r o~ \
~ HSE ` ~ ro z -a \ ~
5747 Q m m ~ ~i'~ ti
~ we/lo~,,,. `'c~ 5854
~ % ° ~ owerr ~a BORE PIT (APPROX, HSE oweU ; ~ o Conc Pad i ti ~~~P Q 'j 1 r \ ~
N wet( LOCATION SIZE) k c ~ 5729 ~ / ~ ~ o u~o xSE ~o ~x-
~ ~ aWell ``c~ 5818 ' U o f ~'O xSE ~ 24' Conc, Dr, w/15" RCP „ „ h
i ° '~,~weu ° NEW 12 x4 REDUCER ~ ~ , ~ 5800 TPED
~ ~ f ~ o' SHBs NEW 4°° GATE VALVE r~
a> Y ..1~'' ~ . • a HSE ~ ° ~ 90" tree ~ HSE 5782 SHBs ~ BOX ! , ~ ) / ~ ~ 4., ~ ~
. sin rPEo l n f 9 ~ (l~X ~ Conc. is a d ! 5764 ~ t~,i~ W " W R INE 'S''~ ~ frj ~ DESIGNED DY; ~ NE 12 ATE L ~GI~ JClEBM
~ 0~, ~ / i Ex. Block wall „ 1 PROVIDE 46 LF OF 4" {SEE THIS SHEET}
~ ~ 20' Conc, Dr. w~15° RCP NEW 2 WATER LINE WATER LINE IN 46 LF S° f ~ ~ ~ Ex. Block volt (5' OFF EOP) \ ~ r STEEL ENCASEMENT PIPE ~ Ex~ 18" RCP ~ ~ DRAWN BY;
~ ~ " BY BORING AND JACKING \ C~ EBM
! Brrckwa!! Q ~ ~ , . CHECKED BY:
~ EX. 18" RCP WBJ .*~1`~` ~
° ~ USE CONDITION 2 ~ r ~ ~ PF~OJECT NO:.
o ' ~ RECEIVING PIT ~ NEW 12 WATER LINE ® ~ SEE INSTALLATION DETAIL (APPROX. LOCATION ~ ~ sago -o-~
{SEE THIS SHEET) ~ 1~ ~ , ~ cr+ ~ ~ ® ~ SIZE) DATE:
~ , T o ..x ~ NEW 4"°45° BEND / JULY 2011
~ ~k \ ~i r
~ ~ `'~~-k ~ ' NEW 4'°-22,5° BEND ~ k\N~I~ \ ~ g SCALE.
~ ~ ~k'/
~x`~ NEW 4" WATER LINE w Q (5 OFF EOP)
o , \ ~ ~ ~ 1~
. ~ ~ n n ~ v
. m I SET G i ~ / / - _
SHEET 1 0 OF 't
NEW 12" WATER LINE--/ (SEE THIS SHEET)
Q c 0 0 m NEW 2" BLOW OFF
uno ~o o'-, o o ASSEMBLY 1. INSET
~E~ q-) Do

e
I
NOTEA
INSETS ARE SHOWN AT
1" ®50' SCALE
~ V
© NEW B'° WATER LINE. ~ ~ `0 1 l ~
tSEE SHEET 17) ~ 4
~ ~ a`~ + ROCK CHECK DAM ~4 ~ ~ ~ .4 ~ Grape Myrtle flow ~ ~ ~
CQ tTYP.} NEW 12" MATER LINE ` ~ ~ f ~ ~ k NEW 12"x12'° TEE ~ Cn ~ ~
~ ~ o (5 INSIDE R/W7 NEW 12" GATE VALVE ~ BOX n ~
Ex. i8" RCP ~a ~ y ~ ~
PP ~ PP w/Guy ~ i f- y- RfW 60+00 PP
~ W - 65+00 70+00 a
W R1W - - - - - ~ t1~1 - - - _
Z - ~ - ~ As haft Pavement _ - - ~ - ~ - --r- - _ p W
(!7 ~ ~ ~ RfW - ~ - ~ - _ ~ r - -T - - - ,,.,1. -
J W W
a ~ RfW W ' N ~o~,r ~ Svc ~ .k~' R/W _ e (T'1
= I I ~ ~ i W HSE ~ ~ + NSE e
7572 ~ 7664 4e~'~*~ Q
+~o Q
Q „ ~ ~ ~ EX. 18 RCP ;p ~ ~ NEW 12" WATER LINE ~
~ ~ USE CONDITION 2 )ITION 2 ~ ~ ~ (SEE SHEET 18) w ~
SEE INSTALLATION DE' ~ ~ ILLATION DETAIL , ~ ~,~,+r~ ~
° ~ NEW 12"x12" TEE r.~~ > = r , ,
NEW 8" WATER LINE ° NEW 12" GATE VALVE
{SEE SHEET 17} ''~f' ° ~ ti~~ ° ~ BOX
° r ~ r-
Rf ~ u REIN)
'
I~ I~ i ~ ~ J 8259
NEW FIRE HYDRANT ASSEMBLY
NEW 12" GATE VALVE ~ BOX ii
1 ii e -
NEW 12"x8" TEE a ~ rw
- - I RfW . , ~
PROVIDE 68 LF OF 12" D,I. Ncs x NtS ~ k NEW 12" WATER LINE
WATER LINE BY OPEN (SEE SHEET 1i3)
CUTTING
~ ~ HSE
7572 Q HSE Z
Q 819 t ~ O p~..,
dC ~
~ ~ EX. 24" RCP U
CU Q _ USE CONDITION 2 l SET A ROCK CHECK DAM ~ ~ ~
fit,/ SEE INSTALLATION DETAIL NsE ~ o;. 8031 (TYP.) U
~ ~ ~ ~ z _ w = aC cn t?
' ~ CROSSING 9J BY HDD tPERENNIAL) ~o ~ N ~ _ ~ ~
' 11 13 t,U U} SEE PROFILE CROSSING 9J 12'Asphalf Dr. ~ b' Q
~PP wtGu ~ Y SEE SHEET 33 4'x3`Box Culvert wr15~~ RcP PP w~cuy i110+00 _ RlW I" ~
0~, ~ o ~ NEW 12" GATE VALVE ~ BOX wtHeadwali& w;ngwous
o ~ NEW FIRE HYDRANT ASSEMBLY {2> NEW 12"-45° BEND PP ~ ~sE ~CJ 'Qi~ 7899 ~ f 2) NEW 12 -45 W 12 -45 BEND 105,_._. _ _ (17 ~ w w ~
~ NEW 12 WATER LINE ~C/ ~ ~ r toy sxBs ~ v
E., Cij ~4 PP (5 INSIDE R/W) ~ y ~ - a a ~ emu, _ -
~ ~ ~ PP TPEQ ~ - c~ ~n` ~ ~ Wetlands ~ l91 SHBs , ~ D~t~~ _ - fT1 ~ w a
HSE ~``1 ' ~ ` ~,o ~m P Ji.. , -
7764 d w " ~ ! ~ fl ~ b~ acs. ~ + ,
~ - -
- - _ • halt Pave n~ ~ , s v C~ ~ w ~ ~ m.
- - d C~ 0
e , _ _T - - ° ~ ~ NEW 12'° GATE W 12'° GATE VALVE ~ ~
- _ _ " & BOX BOX ~ ~ ~ w
ysE NEW 12'° WATER LINE LINE ~ ~
7862 tMIN. 5' OFF EOP) HSE ~ W " 8206
~ ~ O
HSE HSE ~ ~ I
7918 7936 z
~L

' "
C
~ NEW 12" GATE VALVE ~ BOX
U NEW PERMANENT ° p NEW FIRE HYDRANT ASSEMBLY UTILITY EASEMENT r, 3 9G (PERENNIAL) ~ ~
~ HSE 2o'Asphalt or. wits" RGP CROSSING 9G tPERE~ c ~ 8395 PP SEE PROFILE "CROSS FILE "CROSSING 9G" 140 , y
° PP w/Guy Pra ert or SEE SHEET 34 Li E-- l2J TPED Pearson Pe 8. C1~ C'~ ET 34 , ~
r"' W as NEW 12" WATER LINE Porgy PIN:2765o039a81z
~ R t5' INSIDE R/W) a o8~ o PGA o ~ wiNed~watlC& vWln walls ~ L~1 q~ ~ 0 9 woods _-"'r ~ rtos~~~wrn~waa~ ROCK CHECK DAM
0 ~C Q ~ APP 1 0 ~ U~ p' ~ o ~
RfW _ _ 15+00 ~ ~z ' Pro ert of ~ - ~ PP w/Gu ~ \ m Finch, Edith B. aI OQ P .DESIGNED BY, n a. rPEOiFOM 135 f . " ~ - R/fit JCIEBM
Y 4i, e Ord ~ - - ~ _ _ - _ - - ~ - -120+00 PP a: l PIN, 276600420021 ~zoo2~ ' ~ J.
~ + - --_.t_ _ - ~ ~~n 1 DBE 886 PG~ 348 348 1~1~ ~ ~ DRAWN BY;
~ W _ - _ _ _ - - 125+0 3 ~ . PP w/Guy f(` ' ~ " _ EBM
~ ~ ~ , R/W i _ _ ` PP 130+00 I- - 130+00 _ ~ ' ' © CHECKED BY;
~ .J HSE - - - - - rtAs ha(k Pa~ _ _ - C~ WBJ
~ L1_I NSE ~ 8400 ~ - - - - - - _ ~ c1' ~ ~ _ ~-i c _ + 8326 w - ~m~i v, ~ - ~ n a ~ _ '
_ _ _ _ - PROJECT NO.; - 8050 -D~2
NSE k ~ ~ q HSE ~ ~ T 8580 TRLR 8 HSE ~
RLR 8480 54 ~ 834& ~ 8562 ~ ~ ~ ~ G( ~ ~ N HSE HSE DATE.
~ s 8634 ~ I 8662 JULY 2011
SCALE:
nI ° NEW NEW 1" GATE VALVE HORZ..1" =100'
c~ ~ ~ B BOX'
o
Q ~ ~ ^ m
d A Ad
SHEET l4 OF .4 1
~ ~ o t\ U
\ \ cn
I.
Q) Co

INSETS ARE SHOWN AT
1" ®50' SCALE
NEW 6'° WATER LINE
(SEE SHEET 19) ' ~ I~ (A(r
t f a
Property of ~ EX. 24" RCP Vick, Donny M. ET AL
P1N:2765003862r5 \ USE CONDITION 2
DB: 1746 PG: 33 ~ SEE INSTALLATION DETAIL 8" Dogwood - 4
20" Tre ~ ~ ~ 10" Tree 4" Do wood- ~ i o 10" Tree 42'As halt Dr, w/Brick Fence r`r~
12'Grvl. Dr.-g 18" P' e ~ Brick Fence P o ~ 52'As half Dr, wlBriek Fence 15'Grvl. Dr, w115" RCP NSE
8" Crape Myrfre HSE o p O NEW 12" WATER LINE aLDG 8973 ~ ~ Q ~ U ~,o ~ 24" Tree
PP ~ .~a ~ ~ o~~ ~,p 15'Grvl, Dr, w/15° RCP p !5 INSIDE R/W) sxe 1 U U G o` TPED ROCK CHECK DAM 9221 (TYP>? 12' c~~l. Dr. wf95° RCP
~ v ~ LP f lNeHo ~ ~ N` off' e ~ ~ Go God 20' Grvl, Dr, wl r5" RCP 24" Pr'ne
Q do ~ FPEDfFOM ~ w ~ o ~ Q~~` ~tg e~' t`o e~ e o~ o~' ro~ g.. pine ROW v r ~ r tl1 l ~J© 'd' ~ k `0 Q ~t HS TPED/CPED 30" Pine 3'Cone. Column J2`Grvl. Dr. wfl5" RCP
-p e..... ~o i Areo ~ ` 3D" RCP f0' Asphalt Dr. wf 95" CMP ~
o~ e ~ _ rove ~ 3' Conc. Column wg ~ o
_ - ~~W....--- - + - - - I - _ Asphalt Povemen - ® _ PP _ _~PP _ 5E a u,a
~ - - - - - ~r ~f~ - - _ - _ _ 160+ 9 e HsE ~ I~l _ ~n~ 9339 ~ ~
w _ ~ - f
~ _ - r ~ _ _ _ - _ _ _ PP w Rld~ ~ ~ -
Z _,-_,-,,_..-,.-I R ~ - _ - - - - - _ - - ~ ITI
HSE
J U.1 W ~ ~ f 91x4 NE 12 ATER LINE SET A W W
rRLR 8894 (SEE SHEET 1S) ~ ~ ~ t PROVIDE 50 LF OF 12" D.L. N ^i IS>/YY iJ 1
WATER LINE BY OPEN U HSE
627 cuTTING 1 NSE ~ HSE m 93x8 ~ 9350 ~ ~
Q R~, ~ NEW 12 GATE r"} ~ ~ ~
~ , VALVE~~ BOX r ~ ~
NE 12 GATE VALVE NEW 12 45 BEND ' NEW 12 WATER LINE y
~ BOX ~ C5' INSIDE R/W7 NEW PERMANENT UTILITY O _
NEW 12"x12"x4" TEE NEW 12" WATER LINE ~ ~ ~ , EASEMENT tMIN.1O 0
} (5' INSIDE RiW} SEPARATION ~ „
r - - o s~~
NEW FIRE HYDRANT
ASSEMBLY
- -~-d... . u; .
I _ r
NEW 4 WATER LINE --f---- NEW 12 GATE VALVE s~ BOX t~
(SEE SHEET 20) - , NEW 12"x12" CROSS - i
NEW 12"-22.5° BEND
1 u NEW FIRE HYDRANT ( 1 NEW 12 WATER LINE
1--~ (SEE SHEET 18a I ASSEMBLY o
1
6 Weft `t ~
I PP wfGuy ~ ~ ~ ~
t _
i ROCK CHECK DAM ~ ~ a ~ ~
0 NEW 12" GATE VALVE ~C BOX tTYP.) -o ~ z ~ ~
~I 15' Grvl. Dr. w/15" RGP ~ Ex. Fence - ~ NEW 12° WATER Llh NEW FIRE HYDRANT ASSEMBLY y" WATER LINE ~ ~ c~» ~ ~ ~
HSE BiDG (9675) PP/SPED/ElP 9588 ch~bby's ~5° INSIDE RlW) 7E RlW) ~g5~p0 ~ ' ~ F° I ~
Pizzo 15"Grvt. Dr. Ex. Rip-Rap 18" Pine 18" Pine R~~ ~ ' ~ C~.I
Gone, Slob HeadwaN/Rip-Rap 18" Pine r" ~C.J HSE w/15" RCP ~ / Neadwarl/Ri -Ra 98" Pine 15'Conc. Dr. w/15" RCP ~ ~ ~ C~ C\@ 98" Pine NSE
o, PP wlGuys ~ Grvl. Dr. ~ P P v W 9369 c ~ Q! - 8' Asphalt Or. w/15" RCP 4 ~ 3" SH8 NSE TPEDlCPED o ` ~ 4~1 ~ ~ Headwall/Rip-Rap ~ ~ ~ y 9721 18" Pine iN8 1•PEDfFO~i ®„r•.,~,`,,;,~. ~ / , „ L~ ~ ~ ~ W W
9407 o PP ~ ~ , ! ti~ a ~ 48' Grvi. Dr.
~ 70'Grovel ~°a m ~ Headwall tPED wt15" RCP - r t a HSE ~ ~ C `Q PP w/Gu q ti ~p PP w/Guy 190+ ' 4wei! ~ ~ ; ~ W
V~ f o r Lot o a~ 4 0, I! y 1 c~ ~ Q P _ Q,-I-~} ~ 943 ~ U ~L ~ ~ ~vQ ~o Srgn `3 ~ ~o Sign' 1$S-I-Q ~
" ~f~_ i ~ ~ ~Q 180 Londseap~n9 _L _ a.---- I LtJ - - _ _ 1 +00 l - - _ _ - HSE ~r ~ W fl ~ J . ° 9886 ~ 4' 1- ~
~ _ - - I - n r - ~ 1 ~ ~m _ -I-
Asphalt Paveme t _ ~ - -?1 ~ _ - - - _ Lll
R~ _ _ .n 0 80 - - ~ et
~ R ~ - - ~y m
m fRCR 936 I
6 Property of ' ~ Mt. Pleasant Methodr'sf Church ~
~ ~ PIN 276500256444 t~ ~d
DB:953 PG:550 ~ HSE ~ ~ ~ ~
\ 9540 Wello HSE z ~
! ~ 11 V ~ET rr~r~ 9572 a
U ~q o ~ - t°v
2m i cra
Q p ~
NEW 4" WATER LINE I (SEE SHEET 20? ! p xsE '~'r
a.
NEW 12" GATE VALVI GATE VALVE ~ BOX
HSE NEW FIRE HYDRANT E HYDRANT ASSEMBLY
8049 HSE P wlGuy
10099 TPED
8" Tree HSE ' ~R
u Landscap~hg 10159 NEW 12 WATER LINE 15"RCP ~ ~
(5' INSIDE R/W} oWe1t ~ ~ ~ NEW 12"-4; -NEW 12"-45° BEND
~ o'~ dell - - 4 PP w/Guy ~ q o TPED - ~ ~ p ~ Ex. Rip-Rap ti - ~ ~?a 5 ~ a
~ N v,~ SHB b~ 46 rn ~ o ,o. +00 ~ T
~ Row Ex. Ri Ra ~ - " ^ - _ c\I P - p Ex, R+p -Rap ti o ~b - ~~r c~
~J Ex. Rip -Rap cn ~ - ~ PPt TPED ~ _ ~ C + - ~ - ~ ~ '~`'r`.ow ~ , ; ~ f~ Q i.
~ Ex. Rr`p Rop n° ~5=rd ~ - "`-,-F
~o o - -
- N NEW 12"-45° BEND 8" Bradford Peor ~ r'`~~ ~I a
NSE ~ r+ cu 9957 ~N m _
~ ~ a ' o r '''f
Q PP w/Guy & FOM x TPED ~'a ll~'dO a ~ DESIGNED BY:
v7 ~ 6" SHB PP `~O` ve~ent - EX. 18 RCP k ~ ' halt P°- / HSE (W/GONG, HE (W/CONC~HEADWALL) ~ ~ , 4 T ` R~~, ~ JC/EBM
as ~ AsP`.,.-~'" ' ~ 70076 / ~ USE CONDITI USE CONDITION 2 ~ ~ ~ ~ ~ ~ ~ DRAWN BY:
.c R/W. - ~ U-~ / / SEE INSTALL SEE INSTALLATION DETAIL ~ ~ ~ ~ ~ EBM
`r ~ ROCK CHECK DAM \ ~ ~ ~ ~ CHECKED BY:
~ r"/ r ~ tTYP.) q ~ HSE 1~i WBJ
q t'' s „ ~ 10110
~ ~ 6" 5HB ` ` ~ PROJECT NO.. ~ 3050 -D-2
8'" Bradford Peor q y ~ 8" Bradford Peor i
q ~ 4" SHB HSE ~ - 2" Tree 10160 , ' DATE:
~ ~ 8" Bradford Pear 1,~ JULY 2011
q 2" Tree ~ 12 ` Gr vL Dr. wf 15 " RCP ~ SCALE:
~ ~ U~ . ~ HORZ.;1 ° =100'
O ~ / , q ~ V . 0 ~C
~ti ~ ~ l~r
~ ~ ~ ~
r~
SHEET 1 b OF
OO o~ a~
cbOo 15

NOTE
INSETS ARE SHOWN AT
1" ®50' SCALE
cn
z 'O
ROCK CHECK DAM ~
tTYP.> '
it O 5+Q© ~

~ NIAL) NEW 12 WATER LINE CROSSING 4K BY HDD {PEREN o,/ ~ _
~ m {5 INSIDE RIW) SEE PROFILE CROSSING 4K
N ~ SEE SHEET 33 t~9 , ~
c~ Q Property of Q > ; ~
t~ Frisch Evei n W.
Q PP n, P1N~ 276500307028 fi:i r~ ~ ~ ~ D8 0 PG~ 0 Pro ert of pL '~A o/
0\ Stalirn s William Tomm 9~ y $ r t Pay m ~ NEW 2" BLOW OFF
- PP ~ PINS 276500306694 :r / / DB~ 1357 PGA 795 4, r NEW 4"x2" REDUCER ~ ASSEMBLY
G / LP
---t ` ` 'f o r - - W \ / ~ ~ ~ , J~~.Q~ PP w/Guy ~ _ 9 rr H ® NI NEW 2" WATER LINE
~ ~ r; ~ NEW 4" WATER LINE t5" OFF EOP)
o ~~r Z ~ - / ~ - ~ Rry~P r ~ N ~ - f 4I (5' OFF EOP~
1 ~ BLDG J~.,,, ~t f''~ NZ S ~1 ~
~i n d O~ a` ~ \ 9 i V n J~ V ® -
~i' o Ph Ex. Ri Ra Ex. Rip-Rap
~ lQ/~ ery~en Srgn l 9 Ex. 36" CMP ~ >
Ex. Rr"p-RapSr n ~S~ NEW 12 WATER LINE ~ , - - NEW 12 GATE VALVE ,
{MIN. 5 OFF EOP) ~ BOX Elec, Meter Past TRLR 5356
r FH ~ PP aP We 20" Grvl. Dr. a q
PROVIDE 52 LF OF NEW 12 D.I. ' 1 WATER LINE IN 52 LF 4 ST EL
2 E rA , ~ D NEW B WATER LINE .ENCASEMENT BORING ~ JACKING -
h {SEE SHEET 17) ~~'4('+ Y ~ Q~ Ex. Fence i ( ws
RECEIVING PIT {APPROX. ~ ~ . r~ ~I ~
e ~ SIZE I~ LOCATION? i NEW 12 45 BEND vi~ ~ ~i``~;,,~i ~ EX. 24" RCP I ` R ~ ~3
USE CONDITION 2 ~ r
NEW PERMANENT UTILITY CONTRACTOR SHALL LOCATE ~ EASEMENT {1054 AREA) EX.12'° WATER LINE AND PROVIDE r ' k, ~ ~ ~ '~,,P oM SEE INSTALLATION DETAIL «
/ _ NEW 12" REVERSE TAPPING / ~ NEW 4" WATER LINE ` ~ PROVIDE 16 LF OF NEW 4'" t5' OFF EOPI
BORE PIT {APPROX.-~ ' I SLEEV D VALVE, m ~ m ~ ~ ~ ~ WATER LINE BY OPEN
SIZE & LOCATION) o CUTTING
~ ~ X Ex. 15" RCP
BLDG r~ pa~° NEW 8" WATER LINE ~
C S Q~ tSEE SHEET 17) ~
~ pp d
NEW 12'° WATER LINE ~~7 Ex. 12" Water Erne NEW 4" GATE ~
{5' INSIDE R/W) R/~y VALVE ~ BOk ~ •,'~i~, ~ r r,
NEW 12"-45° BEND
z ~ u.t ~ T ~ CC UJ <t
~ ~
R,~~y'- FH
t„ ~ f Ex. 6" Water Line Ex. 6"` Water Line ~ ~ ~
W CL = F'
J T
/NSEl A ~ ~
~ _ ~ iU,~,,
~ ~
~ ~
z ~
~ w ~ ~ °z z ~ ~c
NEW 6°' WATER LINE o
{SEE SHEET 19) i c~

Brick/Conc. Headwall I~ rr a 18' Grvl. Dr. w/15" RCP HSE
INSET HSE Break/Cona, Headworl 7462 7422 ~a NEW 4" WATER LINE
{5' OFF EOP) ~I HSE ~ ~
\V PP/1PED Ex. Fence 7488 ~ ` Wella p3
~ ® Well HSE TPED -a c„;~ 7PED Q0. q~ ~ 10' SHB ~ 0 7554 u,`;' ~ Well w.0. ~ ~
3 Tree ~ ~ zq~ ~ _ - -_._,I.. 7PEDlsI
p 10 SHB ono SHBs O Row 60" Row 60 ~o oWelf ~ ,I,~...--- .".-~,r„- ~ ~ SHB _ Well 1 SH6s ~ - ~ _ " .1 v~~' - _ - ~ ~ 95' Soil Dr, r- well
~ ~ ~~~po ,a,..._.-.--- .._..---p`~ j Sir w115' RCP l5~ soaQr, w115" RCP
~ ~S~,
O
~ RI _ , ~ x~ T
_ ~ _ _ ROCK CHECK DAM ~~Q
~ - _ _ m awed {TYPJ ~ ~ rib _ r r`+ a \ y~.~G . ~~G
~S ~ , R ~ aWeil ~ ~ A Conc. Neodwall
N 1 8s y ~ 6 ~ ~ tip`,
p HSE 1 u L ~ ~ 75~y PROVIDE 12 LF OF NEW 4 , ~ ~ ~ ~ ~ Q ~ti~F
WATER LINE BY OPEN ` c l
~ CUTTING ~ Hs
i ~ ° ®~Conc. Headwall
a~ t~ 4
I ~ ~ t~ ~ 1 ~'i~~,
~ Hs ~ ~ 78 a ~ ~ y ~ DESIGNED BY.
~v', i ~ ---y ,I d JC(EBM
a~ ! ~ ~ ~ ~ r DRAWN BY:
~c 1 ~ ~t ~ ii NEW 4" GAl' EBM NEW 4 GATE VALVE CHECKED BY:
~ BGx ~
o ` ,...o ~ BOX
o ~ NEW 2" I ~ ~ ~ ~ NEW 4" GATE VALVE ' NEW 2" BLOW OFF WBJ ASSEMBLY ~ PROJECT NO,;
o ~ ~ r ~ ASSEMBL ~ ~ BOX 3a~a -D-~
1 o ~ ~a
~ DATE: ~uLY aa~ ~
~
~ ~ NEW 6" WATER LINE ' SCALE:
o (SEE SHEET 19) z
o i
o~ 4
Q~ ~
~ ~ a JSY Ad
SHEET I t) Of 41
INSET
O0 0~ Qu
Q D O V fN
Q0 QO ~
41
q) Cc

INSETS ARE SHOWN AT 1" ~ 50' SCALE
l'~
Ex, Rip -Rap Z
Brick Sign ~ ~
f w/Metol!?ail ~
f 1 ~ INSET , ~ w
« « I /
C I SET ~k t ~ , HSE Ex. Rip-RapfBriek Sign ~
5450. 15' Grvl. Dr. ~ ~ ~ l w/i5" CMP
~ NEW 12" WATER LINE
~ NEW 8 WATER LINE ~ (SEE SHEET 14) r r t5' OFF EOP) ~ 4P' Cedar
Pf ~ ~N P FPM RACK CHECK DAM HSE ~ p`°- ~a TRLR 559 d~ ~ ~ ~ - ~It~, HSE c,~ ~ m ~ 'y
HsE (TYPJ ~ 5536 ~
7572 / oW 11 Ex. Fence ~ ~ e
~ -off PP ~ N PPS PPS +aa ~ ~ 1.~J+ a~ ~ ~ N 3 ~ in 3 ~PP, w/Guy h ~ i fT, Oar IJt~ i ~ _ ~ - - - - - ~."_--1` " ~~~=a ~ _ `i'"2 ' ~ 1 T--
RJl~ S+Qa 10 _ _ _ _ _
~ x - - - - - _ ~ - - - ~ _ sv a~, avemen ~ _ T -
- m a (f~ - /Z/~l m~-'m _ o
_ _ _ - - /p{ry m ~ n
R%NJ ~ HSE ~ ,t. ~ 5745 ~ (!1 uJ r~ m Vjj~~,~ ~ ~
HSE 3" SHB HSE / 18" RCP 5779 5713 TRLR 552 ~
NEW 12 WATER .LINE ©rnate 8rick7Meta( TRLR 553
~1 Crape yrtle Row tSEE SHEET 18) t'~
r r try EX, f ~ , ~ usE EX, 18" RCP ~
If I ~ ~ SEE USE CONDITION 2 SEE INSTALLATION DETAIL ~
s HsE < 75 72 INSET C o
l « « f / NEW 8"-45° BEND ~
SETA PROVIDE PROVIDE 5 LF OF STUB
OUT, THRU OUT, THRUST COLLAR s
AND CAP PP R/~ AND CAP ~
EX~' 15'° EX~'15"/18" RCP ~:9 NEW 4" WATER LINE ~ W .
NEW 4" GATE VALVE ~ BOX USE Ci USE CONDITION 2 I ~ (SEE SHEET 16a m
• ~ I NEW 8"x4" TEE SEE IN ~yd~,,C"'~- ~ IQ SEE INSTALLATION DETAIL ~
~ Ifs Wel(Q s _ I. weu p ~ NEW 8" WATER LINE
Ih (5' OFF EDP? Ex. Rip-Rap
w Ex, asphalt Ex. Asphalt Brick Sign , Ex. Rip-Rap
O O Q Ex. Fence a -4----._ R/!~ „RCP ~ o ~ 78 Ex. Fence app 8rick Sign ~t/I+~ OQ~ p _ _ _ 24 RCP ~ ~
~ R/l~ - - _ a 0 _ _
o ~ PPS J O 1 ~
EX. 18" RCP USE CONDITION 2 NEW 8" GATE VALVE ''~qT =~ti ~ _ 1
( 8 CROSSING 9M SEE INSTALLATION DETAIL ~ & BOX ~+i I w i1
tINTERMITTENT} ~ 4 ~ ti NEW FIRE HYDRANT ~ r
~ NEW 12" WATER LINE ti NEI Well ' } ASS ~r
© Elec, Meter Post tSEE SHEET 1$) ~ , h + 20' Grvl, Qr. w 1~ ~ q ..ASSEMBLY z rJ w NEW FIRE HYDRANT ~ ~ (13
F n Landsca ~n PROVIDE 90 LF OF NEW 8 ~ ~ Ex. e ce p g PP/Landsca to iti ~E ~X8" GATE VALVE PROVIDE 70 LF OF NEW 8" R/IN ASSEMBLY ~ c~_n ~ i~ D.I. WATER LINE BY OPEN
1,,.,1 R 35 PP p g D,I. WATER LINE BY OPEN u ~
FoM ~ INSET A CUTTING W Q CUTTING NEW 8" GATE C1 ~ VALVE & BOX ~ ~ ~ +
_ Cedar Row ~ PP a RfW ~ RsE were ~ ~ - ~ y I ~ x-.-k " ~ ~ Ex. Fence ~ 288 NEW 8"x4" TEE ~ ~ ~ ~ ~
~
~ ~ +aa s~ -c- - - _ _ . I - xEx. Fence
11.1 = : \ N _ d ` , 2 W%de 'S ~ ~ ~ ~ C3 p F®cn
- ~ ~ ~ R/W - _ ~ HSE - _ r~,_ N Q Q t~ a w ~ ~u
5261 ~ \ ~ U 4' Conc, Walkway 11.1 ` 3 ~ ~ ~ d ~ ~ ~
~ HSE u - ~ ~ ~ ~ ~,4 NEW 8 WATER LINE Property of ~ ~ W ° ' ~
Glover, Brent A. V, ~ ~ 8rick Entrance ~ ~ ~
~ (5 OFF EOP) EX. 36 RCP 5237 r`~~ ROCK CHECK DAM (TYP,? & Randolph, Jr. PP DAM (TYP,? PINS 27&600743417 Landseapir+g ~ ~ ~ Z ~
~ USE CONDITION 2 ' ~ ~ ~ DB~ 2298 PG 413 ~PEDf Guy ~ ~
~ SEE INSTALLATION DETAIL ~ ~ ~ NEW 8 GATE VALVE VALVE HsE ~ a ~ ~ ~
o ~ ® ~ ~ .BOX N ~ i EX. BRIDGE (wIWINGWALLS) 491 QOM,,/ f ~ ~ w CROSSING 9N BY HDD (PERENNIAL? = 5 ~ ~
~ NEW PERMANENT Brick Entrance ~ 0~ ~ ~ r ~,-t'1~ ~ W
~ UTILITY EASEMENT ENT SEE PROFILE "CROSSING 9N" Landscaping ro., ~ ,.rr'` ~ \ , ' ~ ~ ~ SEE SHEET Brick Entrance ~ i ~ ~
Landscaping ~ ~ ~ ~ Q
, 4~ ro ~ NEW 8" WATER LINE ~ - ~ ~ (MIN< 10' SEPARATION < ~ ~ ~ ego O z
, FROM WINGWALL? Brick Entrance L~ R ~g8 ~
~ ~'v. m ~ 6 p 4 ~ 1" ~ g2
~ ~ ` ~
°0e,, I-~
r T `i''--_ , ~ ~ TRLR
, ' '

~ TRAP
q 99
> 1R~~
NEW FIRE HYDRANT ASSEMBLY
1 NEW 8" GATE VALVE ~ BOX
i
~ ~~r ' '
a NEW 8" CATER LINE ~ NEW 8 WATER LINE iI ~
. ~ (SEE SHEET 8} ~ ~ (S~ E SHEET 8?
o EX. 15' RCP ~ - ~ a BARN NEW 8" WATER LINE
USE CONDITION 2 c (5' OFF EOP) ~ ~24" Pecan
o SEE INSTALLATION DETAIL t
~ D
~ Q PP7TPEO eLSC rabondonedl C CHECK DAM RO K ~ 12' Grvl. Dr, wf 15" RCP ~ ~ NsE "~®~®d J
~ NEW 8" WATER LINE 2o'salror. w715" RCP i. tTYP.? ~c ~ I-- ~ (5' OFF EOP? ~ 15' crVl. 5r. w/i5" RCP HSE - 1S>, 4~PP/TPEQ
~ q Q NSE qQ Oq TRLR 468 ~ ~ Lv W 4724 i ~ ~ CP_ DESIGNED BY. ~ _ 18" Maple JG~EBM
~ w ~ 0. ~ ~ y
R/I~ , ~ , ~ 5~+aa P~ - _ ~ ~ ~ ~ sa ao _ , _ sa+oo
R/W 0+00 ~ ~ ~ ~ -DRAWN BY; - - _ - - - _ ~ ~~3~-- ~ ~ EBM
- / -apt- - - ~ 0 a ~ 0 ---r - _ _ - - - I = CP'~ CHECKED BY; WBJ
W
_ _ - W-- Rr~
~V TRLR 475 °Wetl W ~ ~ ~l TRLR 47iTRLR 465 r~ ~ TRLR 4615 0 .J TRLR 469 TRLR 467 " R/W 'PROJECT NO.: ~ NEW 8" GATE 3050 •D•2
C~ ~ TRLR 486 TRLR 484 TRLR 48i TRLR 479 TRLR 477 HSE BI - , VALVE ~ BOX ~ f DATE;
= W 4585 ~ .TRLR 473 3 JULY 2011
~ ~ ~C ~
~ ~ ~ ~ ' 'SCALE: ~ ~ 9~ NEW fi" WATER LINE HORZ.;1 ° =100' L
~ ~
O ~ ~ INSET "D„ (SEE SHEET 8~ 9 r f
b q L NEW 8" NEW 6" WATER LINE ~
Q Z ~ ~ ~ (SEE SH (SEE SHEET 8) - I ~ ~ JNrSET -0-~ ~a ;o
I M Ill I SHEET I I OF 9
U ~ cn
U U n U'~ U UO'~ U ~ i
U cn ~ U ~ 17
U Q) U h ~ N 00

N
INSETS ARE SHOWN AT
1" ~ 50' SCALE
;tit+.
EX. 18" RCP ~
m~ ~ USE CONDITION 2 C~
~ t 1.,, SEE INSTALLATION DETAIL ~
~
EX, 18" RCP
Ln ~ ar n USE CONDITION 2
/NSEl A ~ ~ SEE INSTALLATION DETAIL
k 0 o ci) 20+00- _
l HSE
HSE a.C~ 7032 i 6341
Rf ~ _ _ s---'
5+00 10+00 - ® !
RI ® -y .lam ~
, , . _
- - ' ~ ~ co ` i ,
- 12" Pine p a~ ~ti c~ HSE ` W ICJ ~ A 6660 18' Grvl. Dr. PP fi` ` '+~~~J `4 ~ ~ 1 .~7 LW ~ ~
_ - Property of 18° Stump 24 , Pine ?5° Pine c~ ~ t ~ TPED 6 7~ree 70" Ock M
j~/~ Frnch, Edith B. TPED v„ ~i PtN~ 276500287774 t6° Pine ~ C\I ~ ~ W
- ~ NEW 12 WATER LINE ° i D8 Null PG Null HSE ~a ~ 10" Tree ~j ~ ~
6278 t5' INSIDE R/~} PP1lPED I ~ HSE HSE ~ ROCK CHECK DAM 6494 Q~
tTYP.) NEW FIRE HYDRANT A: HYDRANT ASSEMBLY X56 ~ ~l
'I ~ W 12" GATE VALVE r NE SATE VALVE ~ BOX ~
- ~ ~ .PROVIDE SO LF OF 12" D>I. MATER LINE Garage ~ _
t 1N 6O LF OF 24 STEEL ENCASEMENT BLDG 'p 12' Grvl. Dr. ~
PIPE BY BORING ~ JACKING Qom'„
NEW 12" WATER LINE ~ ~
NEW 12"-22.5° BEND (SEE SHEET 15}
NEW FIRE HYDRANT ASSEMBLY
R/~
R/W ~ M

NEW 12" WATER LINE ~ _
(SEE SHEET 15} ~
/

NEW 12" WATER LINE J
R/W ~ t5` OFF EOP) A 7° ® C7
r+ NEW 6" WATER LINE NEW 12"-22,5° BEND 1 l C] U ~ ~ t.f'D O p
(SEE SHEET 19} ~ ~ BORE PIT (APPROX. SIZE ~ LOCATION) _ I- C J
t„~, ° ~s f C7
NEW PERMANENT UTILITY RECEIVING PIT ~ O ~ ~ ~ ~ NEW 12" WATER LINE ~ ~ ~
~ ~ EASEMENT f3S7 AREA} ~ NEW (APPROX. SIZE ~ ~ ~ (SEE (SEE SHEET 14) ~ PROVIDE 45 LF OF NEW 12" D.I. ~ ~ ~ ~ ~ ~
LOCATION} ~
NEW 12 GATE VALVE BORE PIT (API ~ WATER LINE IN 45 LF OF 24" ~ ~ ~RE PIT tAPPROX, ~ STEEL ENCASEMENT PIPE BY ~ ~ ~ ~ z o ~ c,
Q SIZE LOCAT .fie. ~ BOX ZE LOCATION} BORING ~ JACKING ; ~ ~ ~ J
o ~ SST w U°~-~
NEW~PERMANENT UTILITY ~ ; ~ ~ ~
~ ~ ~ EASEMENT t210 AREA} ' p ~ ~ ~ ~
~w . W HSE / NEW 12"-22,5° BEND ~ ~ ~
Q = 6985
!W 34+00 + ~ ~ R- 35 00_ - 41~~ ~ ~
12" GATE V, _ 40.E _ _ 0 T VALVE & X ~ w =w= 12 GA E , o / ~ X-,qfW~--X C~ Q ~ ~ ~ ~ ~
W ~ ~ i ~ . ~ ~ ~
~ - ~R~~-- - - - - - - - - - = - - - - - - _ 1-~ l tv ° = o
J o L~ n o ~ T`i°- Qty Q h a p~t ..J' ~C
LLJ 'o Woods o. ~ o~ I ~ ~ 4 RECEIVING PIT(APPR - ~ ~ ~ ~ ~ r
= W o ~ ~ NEW 12" WATER LINE 0. `0 ~ ~ ` U " ~ t5' OFF EOP) ~ ~ ~ ~ Q SIZE LOCATION} ~ ~ ~ d. F ~ ~
to . ~ ti 1-- ~ ~ ~ z
ROCK CHECK DAM RI W © ~
tTYP.}
NEW FIRE HYDRANT ASSEMBLY z
NEW 12" GATE VALVE s~ BOX
PROVIDE 1D LF OF NEW
12" STUB OUT, THRUST
COLLAR ~ CAP
o~f x
~~r ~
is f~
~ ~ ~ ROCK CHECK DAM i ~ tTYP.}
r I NEW 400,000 GAL. ELEVATED
I WATER TANK AND SITE WORK
f ~ M PROVIDED BY OTHERS. (CONTRACT 3}
c p i r « ~ ~ ~ ~ PROVIDE 10 LF OF 12" STUB OUT, 1
HsE ~ THRUST COLLAR AND CAP.
~ ~ 7664 ( COORDINATE TANK CONNECTION r
r, ~If, ~ ~ ~ ~ WITH CONTRACT 3 CONTRACTOR, i
L .I ~ Property of
rQ x Price, Bonnie v. NEW 2" BLOW OFF f ~ PlN~ 276600347519 r"` ~ ~ ASSEMBLY
DB 918 PG~ 655
, ~ ~ PROVIDE 10 LF OF 12" ~~1~ % ~ NEW 12" WATER I ~ STUB OUT, THRUST
N ~ HSE f;" ~ ~ LINE (5' OFF EOP} ( COLLAR AND CAP
577s ~ ~ R/(~1 Ex. Fence ~ ( ~ QE5IGNEDBY, x_ ..x_ SIP- JCIEBM
Rf W - - - - E1P RfW , ~ ~ Ncs ~
- ---cab ~ - ~ ~
,i \ _ -A'sp a aver„en _ - - - - - - r DRAWN BY: - r ~ EBM
~ o ~ e - - - - - - - W - RfW~`"" CHECKED BY:
® ~ - - - R/~V - - ~ (SCE' ~ ~IA1T. f` ~ N INBJ
~ r
o ~ ,,r r~ HsE NEW 12"x12" TEE PROJECT NO.: 3050 -D-2 ~ ~ 7572 t3) NEW 12" GATE
~ o NEW 8 WATER LINE ~ ~ VALVE ~ BOX DATE:
~n ~ (SEE SHEET 14} r ~ > NEW PERMANENT UTILITY JULY 2011
z f t ~ I ~f r EASEMENT (AREA 519}
~C SCALE:
t~ H O ~ ! ~ NSW 12" WATER LINE HORZ..1" X100'
na ~ ~ . ~ / tS~E SHEET 14}
~ i
~i ~ N
~n
SHEET 1 0 OF 'F I
~ ~7 Q Q Q
COO L\~
~uQ I

~Q~F'°
INSETS ARE SHOWN AT
1" ®54' SCALE
i p
s
_ r"„
? NEW 12"' MATER LINE v
B i (SEE SHEET 15)
NEW t NEW 4" WATER LINE ? ~ ~
4" Dogwood , (SEE 1$" Pine (SEE SHEET 16) Welto ? ~
PP ROCK CHECK DAM oWell s HSE ~ ~
2 "Tree (TYP.) ? ~ g6Vt~~T ~r®~~ 25'Grvl. Dr, 732 ~ L~ Wello 1
HSE NEW 6" WATER LINE ~'~.,~r,' ? I l3?TPED ~
$973 I; EX. 24" CPP ~ ~ (5 OFF EOP) USE CONDITION 2
, ' ~ SEE INSTALLATION DETAIL (2)TPED ~ HSE ~ R/W Monument ? 5786 25.~QQPP PPi~ , J
\ $ Dogwood ~ V?all HSE Londs
PP Bt DG 12" Cedar 5$92 i Londsaaping ? ? w/Guys PP ° ° ' _ ~ t a
~ Woods 15'Sor7Dr. w/]5'RGP 1©" Free PPl1"PED 6' free 15'6rvl. Dr. w/15`RCP ~
dy HSE (Abandoned) 4" Tree ~ -HSE 22'Conc. Dr. ~ boo t4 6"' Tree Well o w115`RCP @ Q
~ ® a~ 12" Tree 24 ° Tree ~ 592Q ~ e o~ BLDG (3115" Tree 10" Tree i5" Free o
v Cedar Row - - ~ ~ ~ pA ~ ~ ~ -
5a.0,~, , ~ , ~ - ° ° ° 5803
I-+ - ~ ~ - y
~ „ - _ _ spa avem~ -i- F - - ® -
~ + o e v 4 ? z r t; C*!
t ' rr l Er W _i w HSE ~T S11 ~w t Gv')
N ~ 5899 ~ G7
I~ ~ 1 SST _ m r) ~ i~ ~ C • tS7
~ NEW 12" WATER LINE HSE c„ 5979 ~ ~i
~ ~ ~ (SEE SHEET 15) ~ ~ NEW 12" WATER LINE
NSF 6127 (SEE SHEET 15}
r HSE
6061 NEW 12" WATER LINE (SEE SHEET 18) VATER LINE T 18} °
NEW PERMANENT UTILITY I~~~T ~
~ ~ , ~ EASEMENT 1789 AREA} _ ;
EX. 84" CMP
NEW 6"-R.J.D.I CROSSING 4G BY HDD (PERENNIAL) NEW 6" ~ , ~ ~ ~ ~ WATER LINE
2 .5°BEND SEE PROFILE "CROSSING 4G" 2 (5' OFF EOP} PROVIDE 62 LF OF 6 D.I,
SEE SHEET 33 HSE m r
5502 ~ NEW 6" R.J,DJ. r NEW 4" WATER LINE ~ 7~j WATER LINE BY OPEN \ ~ CUTTING
2D' Grvl. Dr, w/15" RCP • HSE 20'Conc. Dr, a ~ 22.5°BEND 2D'Asph. Dr. wi1$° RCP well a ~ v, _ (SEE SHEET 16} ~ ~ ~
5534 ~ ~ ~ ® ~ ~ (2}NEW 6"-45° BEND
f, HsE PPS N, ~ 4o+ao~ NEW 6 WATER LINE 555 f - _ ' w°°ds NEW FIRE HYDRANT ASSEMBLY r-... ¢
(5 OFF EOP) oWell I NEW 6' GATE VALVE & BOX J
~ ~
„ a " ,m cat ROCK CHECK DAM EX. 24 RCP 0 - -T' ;f' - ~ tTYP,)
USE CONDITION 2 . ° , g5k % " E ` ~ NEW 12"x6" REDUCER ~ ~ ~ =T y
SEE INSTALLATION DETAIL ~ ~
PPS ' ~ „ ~ ~ ~ t~ ~
75' Grvl. Dr. w/15" RCP ~ ~~~q ~ ~ ~
6" Free / ~ °
~ 3~ i ~ ~ Ni6"~4" TEE 2 cc ~ ~ ~
d A NSE ~ o PPu' ` ' ~ ,\b~~a ~ 5694 : ~ ~ ~ ~ ~ ~
I k ~ a 0 • ~ ~ ~ © ~ ..354 aa? i54 NEW 6" GATE VALVE ~ ~ ~ ~ ~ & BOX ~ w tJ ~
~ ,e,~-' ~ ~ rPED a~Q
C~ PP ~ ~ U ro m ti U~~e NEW FIRE HYDRANT M ~ ~
r~ ® ~ U°~w' ASSEMBLY ~ ti
: ~ HSE V' Y HS ~ 32D o ' ~ • •
n ~ / ' 564 V ' 377 /"r ~~G ` ~ ~ ~ ~ I.L1 O Ugh Q ~ y ~
~ NEW FIRE HYDRANT ~ ~
• ASSEMBLY
° ~ r° NEW 6 -45 BEND NEW PERMANENT UTILITY
Gas Pump EASEMENT PROVIDE 4O LF OF NEW ~q. ~ ~ ~T~
~ ~ sroRErcas 6" D.I, WATER LINE BY NEW 6 22.5 BEND ~ Hs S ~ ti ~ W ...r
~ \ sraTiov OPEN CUTTING 335 V / 335 ~ ® ~ ~ ~ tC~
~ t ~ ~ k;n9 %'w~
~ Qof Aspha ~ Brick Headwall ° ~ q 12' Gr vl. Dr. wf 15 " RCP ~
u NEW 6 GATE VALVE ~ ~ Brick Headwall h~ ~
~ BOX
~ \ ~ ~ ~ ~ 'fie `~A 5204 Well ~ U t ~ PP w/Gu , ~ cpQ ~ Conc ~ y p ay Pad

NEW 6 G E „
VALVE ~ OX NEW 6 GATE VALVE ~ BOX ~ ° ~ NEW 4 -45 BEND HS ~ ` ,
339 •,h~
PKs
~ ~ J
NEW 6"x6" CROSS Wooden Bridge Cone. Pad ~
/ ~m NEW 6x4 REDUCER NEW PERMANENT UTIITY i\.
L
/ EASEMENT ~ .~,e NOTES
~l / L) USE NITRILE RUBBER GASKETS IN LIEU OF rr`~~,v,
Property of W 4"-45°BEND STANDARD RUBBER GASKETS IN VICINITY OF ul
I staliings Brothers STA. 54+50 T4 STA. 59+50
~ Convenient Stores ELC ~ ~ ~ ~ P1N 276500$76222 '
~ f~ D8~ 239D PGA 940 ~y,. j
X / ~ Ex. Silo /
t~ ~ 30' Gr vi. Dr. / ~ ~ Asphalt Dr. w115" RCP' / { pn~
~ 'l..(, l Gas Pum ~ 11 Y~~~ r V ~ F
~~fi I i
70RE / 076 / f ~0( HSE
"J ~ 0 4950 a r
' 6 NEW 6" WATER LINE ~C/ ~ h~~~ ~ ~ ~ ~w ~
CONNECTION ~ 15'Grvt.Or, w115" RCP ~ DESIGNED BY: PP w/Guy ~ TPED ~ JClEBM
~ v (SEE SHEET 21) \ , ~~5~ 10' Grvl Dr, t andscaprn9 60" SHB +
~ ~ Property or PP)~P~ay HsE r ROCK CHECK DAM i PKS Stalh'ngs 8rofhers, Inc, 2 ED ~ HSE 4942 ;K DAM w115" RCP
0 15' Grvl. Dr. (TYP.) 1/? ~ ~ D8- ?36$ PG- 7r5 0~ NEW 4" CATER LINE ¢~6G ~ w/i$" RCP rPED ~ NSE HSE H.SE ~ o HSE ~ ~n DRAWN BY: 47Q4 4684 4664 4644 ~ ~ EBM
~ ~ ~ f (5' OFF EOP) v 15'Grvl. Dr, .Z t~ ~ CHECKED BY;
/ ~ c~~ w/18" RCP PP w/Gu s O ~ ~ no PP F ~ y
J / `p~ ~ O~ ~ o ~ F 9+,00 ~ 65+Op ~ ~ ~ ~ ~ - - - - - - - - . . I- 75+00 PP _L$0+00 ~ ~ ~ i~ PP ~b ~ I- J ----r~--- - - - - _ ® -a.t ..---e~= ..~11 LW PROJECT NO.:
I - ~ A - , ~ ~ - - - - - - 3050 •D-2
_ a - - -
-
s - - -J-•- ~ DATE; JULY 2D11
~ ~ m ~ L~1 SCALE:
h ~ m O ~ tr u
I SEA C N ~ UK U~
O~ BRS QZ 1- -
~ II
~ ~ ~
I~ -USE1)CONDITION z SHEET 1 OF 41
CEO U iU O cn O ` SEE INSTALLATION DETAIL
0 Q ~ L N L EX, 18" RCP
U L Q USE CONDITION 2 SEE INSTALLATION DETAIL
N G

INSETS ARE SHOWN AT 1" ®5O' SCALE
. 24" R Z fl
SE CO ITION 18"x98" Briek Column 15' Grvl. Dr. w/15" RCP SEE I TALLAT N DET
15'Conc. Dr, wf15" RCP 18"x18" Brick Column
98"x18" Brick Column 95'Conc. Dr. wf15" RCP NSE 15'Grvl. Dr. w/15" RCP CK CH K DAM YPJ NsE ~
+ NSE 10' Grvl. Dr. w/15" RCP 4564 4518 NSE ,0 98' Conc. Dr. NEW " WAT LINE 4184
5 L ~ NSE 5 p~ 4516 `o NSE wt 15" RCP t5' F EOP o NSE CJ
~ 4626 PPfTPED 18 x18 Brick Column Opd ~ ~ a m w a 446& 98" Twrn Pine > 60 ° SHB ~ ~ ~ c ~ 4 v o o 4114 4084
90" Crape ~ h ~ ~ 18" Prne ~ 4 O ~ ~ 4a~ 24" Pine Stump ~ M rfle W: ~ Woods R R 4 c~ m
S pa Y PP 9$" Oak ~ 4. a o a ~ ~ ~ ~ W ods T L N _ - _ _ - ~ _ _ - PP o+oo ~ ~ ~ ~ ~ R/N~ ~ ~ ~ 95+00 o0+ao i~ 105+0 ~i ~ i 110+0 IW
U? W _ _ - - - - ~-r - - - - - - - - W s -i' ~ - - - a - - ~ ~
_ ~ _ _ _ _ ~
W ~ - - ~ - _
W - - w 72" SHB - - - - - - - - - R/6~ - - -I
W W w N 24" Pine S ~
LIJ " _ ~ NEW 2" BLOW OFF I 1 9
ASSEMBLY ` O ~ NEW 4 WATER LINE ~
NEW 4" GATE VALVE ~ BOX {5 OFF FOP) ~ 1 l ~
~ PROVIDE 5 LF OF 4" rJ 7
~ ROCK CHECK DAM {TYP.) STUB OUT, THRUST 12" WATER LINE `C ti
COLLAR AND CAP SEE SHEET 15} ~ li~ ~ I n ~ a S r c7)
I cn
PROVIDE 5O LF OF NEW fVPo! - NEW 4"-22,5° BEND
4" D.I. WATER LINE BY NEW 4'° WATER LINE
:BORING & JACKING. t5' OFF EOP} ~
r 7
~ BORE PIT {APPROX. ~
SIZE ~ LOCATION} I

9
A! > I ~---NEW PERMANENT UTILITY EASEMENT 4xxxx AREA} PROVIDE 19 LF 0 4" '
"t, ` y
~ E r. j-~-RECECVING P1T {APPROX. D.I. WATER LINE Y
EX 8 RCP ~ ~ g SIZE LOCATION} OPEN CUTTIN
E CON ION 2 . 24 P NEW 12" WATER LINE ~ US CONDIT N 2 {SEE SHE 1) EX. 15" RCP ~
EE IN ALLATI DETAI E T 5 1 E INST .CATION ETAIL 1 NEW 4"-45° BEND USE ONDITI 2
Q a A NEW 4" NEW 4" GATE VALVE = S INSTA ATION TAIL ~ ~ z
+ R CK CH DAM NEW 6 ATER INE ~ ~ {5' OF FOP} r 0 ~ BOX BOX ~ 1~~
~ TYP,} i ~ ~ ~ Q
W r-1sE 1 ~ ~ T LR 4014 ~ 431 1 2O'Grvt. Er. ~ ~ ~ CNURCH 15" RGP ~ ~ I ~
` B 6115 I Z t- d"
~f ~ NSE ~ o NSE 6059 (J7 " _ RlW 11 00 i ~ 6037 N Ln Z ~ W
- 1 +oa Woa , - - - - - - ~ 18 Conc. Dr.
- ~ ~ n ~ - _ 1Q/yy I RfW 5+00 _ - m ! x _..x X. Few ~ ~ C~J ~ can
W - - - - _ BLDG lAbandonedJ - - - - - x ~x-_~;.== Rim- _ . ~ ~ a L _x- E ~y ~ ` x x, ence ~ ~ ~ cps ~ O
- - - - - - - ~ ~ As halt Pavement ~~w ~ - - - - - -
W - ~ e -I o N -
1 ~ cr~ur7cH R/~ - BL DG ~ Q ~ W LI.1 C3 rn W o
~ f We9ta 6048 ~~~ed~ ~ x NEW ;rpr,' GATE GPALVE a ~ ~ > 1- v?-i
tt? L PP/TPEDfCPED s ~ B ~ i~ ~ ~ ~ V? W
Property of ~ N FIRE YDRANT ASSEM 1 1 teat. Pleasanf Mefnad~st Cnur~h
W 6" ATE V E ~ B 1~ ' P1N: 27650Q256444 ROCK CHECK DAM J W Ex ence w ~ ~ ~ r
o ~ DB 953 PG~ 550 + NEW 4" WATER LINE• ~ ~ 1-- ~t - ° ~ WATER LINE (TYP.} ~ ti ~ ~ ~ ~ ~ ~
PRO DE 5 OF 6 ~ ysE S BOUT HRUST ~ ~ {5' OFF FOP) :OP} w
3x63 0 LAR D CAP ~1 Irk L NSE ' 1 1r n ~ ~ ~ J
/ ~ / l s4o9 ~ ~ ~ ~ ~ ~ ~ ~
~ 1 I~ ~ ~ ~
NEW 12" WATER LINE
{SEE SHEET 15) z~ ~ ~ a
NEW 2" TEMPORARY z ~ ~ ~
BLOW OFF ASSEMBLY o ~
PROVIDE 5 LF OF 4" ~
STUB OUT, THRUST c=n
C LAR CAP
Q
X. X.36" CP
+ USE USE ND1TlO 2
~ ~ SEE SE NSTAL lON D AIL ~ "
s' ~
~ - R!W 15.00 w W onds Wetlands 'V <
_ _ - _ 0+00 ~ ~ _ coo
- ~
25+ - ~ -
-x---x --I Rl ~Y W - . K- - - - _ ~ RI ~ + 11 667& E NSE
w pib ~ ~ _ , ~ ~ rPED a ~ - •
o - _ 4 - u - - . _ ...^^~•".r"'" i free ~ l~+r IwfiS~'~RCP 6700 67 TPE HSE ~
~ W (f~ Ex. Elec ence •~a ~ x. Fence ~ HSE ~ I 18' phalt Dr. w 15" RCP 66fJ2 ~ +
~ ~ ~ E ,Brick wall ~ r7 63 6" edar Wood. Be ' Pine Ro ~ + { ~
x k iPED 92',4sph, pr, w 15" RCP L ~ ~ Wetlands 15' rvlDr, w/1 'RCP +
HSE .Wooden Fence pCK C CK D w f r oe Wetlands TP 1 PP w/Guy + 1
I T 63 1 Grvl. or. 15° RCP tTYP, 0 U Ex. ooden Fen e + + l+Q+
NEW 4" WAT LINE 1 ! NE 2" W R LIN . +
{5 FF EOP ~ ~ NSE E THI SHEET) ` + I ~
~ ,~'d 6678 I l
+ I ' ~ DESIGNED BY;
JC/EBM
a~ ~ , ~ f Ii ~ DRAWN BY:
~ ~ ~ ~ NEW 2 GAT VALVE EBM
~ OX CHECKED BY:
a ~ ~ NEW " WAT LINE NE 2 22 BEND d laS , ~NBJ
o „ 67 {3 F EOG I,} u~ EW 2 .ATER E PROJECT NO.:
~ - _ _ t3° OF EOGrav) ~ - - - t W HSE aRN 3050 -D-2
1 , 7262 o ~
~ - , ~ a ~0+ ~ 10+ DATE; JULY 2011
_ E ~ - - - - L _ / V ~ ~ ~ a~\11tr ~ ~ il! ~~d i+~l+~-a. 1. ~ awl _ - - - _ - N
r: - (a ~ ~h-;f ~ %r ~ Ind r- r ~ , ~ - SCALE;
o h I 111 ~ r;~~r•~ ~ ~ ~ NEW ~ GATE ALVE ~ OX 1 C(1 ` CYt ~0" ~P` e Row "Cedar w 18"" the Row Wrre Fe e ~ d'' t ~ ~ ~ # ~ HORZ..1" =100' 8" F,; & Wire F nce
O I u , ~ ~ TPED ~RLR 24 ~ ~ N 4x2 EE
O ~ ~ PP w Gu E Pr perfy of
q ~ ~ ~ ~ y 213 Jones, Jr'm y D, Jr. & arbora D ~ r~ , tP D Pr er ty o f P ~ 275500 0877 J ~ o,,....a r o-. n, c _ ra D fTPED Wall
ran ~ ~
\ v f + UGII/V - - C VI - J. NEW 4" WAT LINE Pr755009 270 SHEET 4'U OF
arr~8 30~ SEMBLY (S THIS EET) HE Row,
o .a O~ NOTE'
° o NEW WATE LINE sot NEW PERM NT I UTIL EAS ENT NOT STURB
o 0 0 {SE THIS S ED EX, PI TREES R CEQ TREE
Wo oQ)`
Q) C)o

~ INSETS ARE SHOWN AT 1" - 50' SCALE
w <;;
NOTESa
NEW 6°' WATER LINE 1.} USE NITRILE RUBBER GASKETS IN LIEU OF rrsE EX. 18" RCP t' ~i
{SEE SHEET 19} STANDARD RUBBER GASKETS IN VICINITY OF Jo5s4 USE CONDITION 2
STA, D+OD TO STA, 2+5Q SEE INSTALLATION DETAIL d ~
Sr7o ~
30'Grvl. Dr. NEW 6°' WATER LINE ~ ~ ~
\ store 10+0a a asPm - _ G ~ P _ - ^ J - - N ROCK CHECK DAM tSEE SHEET 9) ~ O
~ ~ Gas Pump _,,,,,r- - - ' E ' i i~1 w
I 5~. -i-- - - ~ - - ~±00
~ INSET ~ ~ ~
1~,/ ~ 4f iti --i
- - ® PP w/Guy ~ - . - Conc. Pad w/Fence ~
Elec. Meter/WelllLP ~ 3 i , - - - - ~ ~ ~o = r (~1
- " ' - ~ Water Line ~ - EX, 6' ~
1 ii F NEW 6 WATER LINE / Woods
. (5' OFF EOP) t~ PP 12" Tree 10' Grvl. Dr, w/J5" RCP 12" Tree oWel1 1 i fC/(~ - - , - _ 1
rR 3Q" Tree CONTRACTOR SHALL LOCATE ~R r°aa JO" Tree 3Q" Tree - - f0" Tree 15' Grv1. Dr, _
~ EX, 6" WATER LINE, REMOVE CAP J2" Tree Tree w/15" RCP t2)TPED p+
~ AND CONNECT NEW 6" WATER LINE rRtR PP wJ Guy Woods--~" 10393 _ f~lW
n x Silo ~ /NSEl A
I Woods ~ (1"~
I A~~
I I STCIRE ~ me Gas Pump +
~ Q
\ r ~ti~ Ln ~~a',o Gas Pump
0
,va Aspholt Parkr'ng Lot 1
~ - ~ NEW 6" WATER LINE VATER LINE ~ ~
(SEE SHEET 9) ET 9) ` -
~ci,~
NEW FIRE HYDRANT ~ ASSEMBLY IYDRANT
0~ NEW 4" WATER LINE
PKS NEW 6" WATER LINE / t5' OFF EOP)
---1'` - tS' OFF EOP} _ 3
Water Line Ex' tel
_ gpproxima yRd.)
{f C/L Liles s 33 p

o' W O NEW 6 ATER LINE I
Q ~ ~ tSEE SHEET 19) /J/^^~~ V
~ ~ NEW 6"x4" REDUCER U
' ~ fit,! NEW 6"x6" TEE NEW 6" GATE VALVE ~ ~
I 4r ~ SEA ~ , ~ BOX ~ ~ ~ w

~ EX, 24 RCP
USE CONDITION 2 SEA" ~ ~
~ SEE INSTALLATION DETAIL ~ . Hs ~ Z ~i ~ ~ ~ ~
~ ~ 972 [Tl ~ W ~ J
`e ~fl~ ySE ---ti r ~ ~ W
pp E~,18 RCP USE CONDITION 2 9784 RI _ 55+pp - _ ~ ~ W ~
CcJ ' ~ ~ . SEE INSTALLATION DETAIL -
~ ~F,... - ' - - p _ - - ~ CdJ
_ - Woads , ~ - - 3~J m 5 -
+o m . -
- - rU
1 c~ : , ~ ~
Woods - I - - ~ ® ~ ~ - ' ~ BULK BARN < ~ C~ Q ~
® 9839 & SHED ~ ~ ~ t! - ~ (9811) ~ ~ ~ ~
- - - . J ~ 20' Grvt. Dr. ~ ~ ' d W C~
~r\ Ui~ ~ T ` ~t ~ to NSE ~ ~v~ TPEO o gs4r ROCK CHECK ~OCK CHECK DAM 2~" Tree TPED ~ ~ F-
N3 ~ o BLdG HSE Landsaaprhg HSE ~ J0013 (TYP.} TYP.) 24" Tree 8" Tree W S^~ 20' Grv1, Dr.
JO}59 J0067 ~ 24" SHB 15'Grvl. Dr. ~ 20`Grvl, Dr, SHB Z ~
w/J5" RCP C7
NEW 4" GATE VALE NEW 4 WATER LINE NEW 2" BLOW OFF GATE VALVE ~ BOX
t5' OFF EOP) BLOW OFF ASSEMBLY z cs
z
~ i
~ ,
~ i~,; /
R ~ t I ~
~ i
o ~ CD O I
i +
~ N PROVIDE 152 LF OF NEW -l
RI NJE - - ^ - - 6454 4" D.I. WATER LINE BY
OPEN CUTTING ~ Z DESIGNED BY;
~ _ _ _ s _ a o+aa - ~ ~ '.....-e-- - men 9~©4 f Tl JCIEBM
-R 9398 - - ~ m DRAWN BY:
' l •d - - - -
75+pp 80+00 RIW__ _ ~ EBM - - _ _ _ - - - - _ _ . ~ CHECKED BY:
- --~---~_.1---- WBJ
~ ~ J J2' Grvl. Qr. HSE N ~ ~ - _ ~ P
~ w/15" RGP 9663 Ao ~o ~ W NEW 4 WATER LINE f.. - - - 345p -D-2 _ _ - PP - .fl,
o ii I Lv 48° sxe (5' OFF EOP} PP PP ~ ~ DATE;
~ 'i U ~ JULY ~a11
~ ? ROCK CHECK DAM a i -P
~ ~ fTYP.) Traffic Island ~ u, c Island ~ ~ + SCALE:
ti~ NEW 4" GATE VALVE ~ BOX D HORZ.,1" =1pp'
~ i N~ ~ NEW 2" BLOW OFF ASSEMBLY ~
o L
Q ~ ~ c
_ , e
SHEET L1 OFl
Q ~ ~ U Q Q h
Lc)
Cfl D L \
4J a \ 21
- ab

Z 4
NEW 2" BLOW OFF ASSEMBLY ~ ~ in
NEW 4" GATE VALVE & BOX ~ w
PROVIDE 77 LF OF NEW ~ ~ 4" D.I. WATER LINE BY
t3a _ OPEN CUTTING
® ~ ' 10 R Sass
Cemetery

_

PP ~ C k / , ~ HSE PP CD Q
?5' Grvl, Dr. w/15" RCP ~ ° ~ ~I PP TR Q . -q- EX. 18 RCP rPED rR a885
~ ~ ~k4 ~ / USE CONDITION 2 ~o Cedar ~ ® ~ 0 ° ~
. ~ ~ NEW 4" WATER LINE 10" GedQr ~ o rPED i . / ,,,,.y'' PP SEE INSTALLATION DETAIL ~ s" Tree TPED ~ fir, 6" Tree 7 l ~ ° °
~ ~ (5 OFF EOP) ~ , PP w/Guy 'P w/Guy ~ ~ HSE
'r'' 1.~ . Ex, Fence ` ° . 8732
v~ //'l~ RACK CHECK DAM Q~ ~ P 6" Tree ~
~ ~ rPED (TYP.) 24' Conc. Dr. HSE HSE ~ 87Q8
~ 88Q5 8775 ~ ~ ~ ° `
\ 6,~ Tree ° °
Stones ~ _ ~ 11 s
18' Conc. Dr, wt 15" RCP ~ .A``~ ~~~'.0,~~ ~ ~ _
Sfones ° ~ ` /Qj~ (/J ~ W, Landscaping Ex. Wooden ° ° ~ /7*~
1'' d TPED Rail Fence \ °
~ ~
HSE ~ ~ TPED ° 8699 h ~ e4
Gt r,~ -
~`y
'tea ~n w
<C
J
d
U
= r ~
H
U
C'01 ~ ~ CJ3
~ ~ ~
~i7 W F•- J
~ W I~
J m ~ ~
~ ~

i jr ~ ~ ° ~
EX. BRIDGE ~ w
CROSSING 9U ~ can ~ ~
~~i: (PERENNIAU ~ ~ ~ ~
- a~
N. 'w m ~ / J C~ 4-
1~,;a NsE 835a ~E ~ ~ ~ ; ~ ~ ~ CI3 5D ~ ~ ~ ! E-
"``x' NSE HSE N 1 w
8488 8392 EX, 1s RCP , ~q HSE ~ ~ f ~ C? 8318 ~1, ~ r ; ~m ~
C) USE CONDITION 2 r-rsE + NSE 8526
SEE INSTALLATION DETAIL 86aa N~ ,/'m~
rW ~s ~ ~1 s ~1 ~N Z
,W / ~ 1 ~ ~ ~ m ,X'` ~ Z
= 1 ~ / ~ ~ ~ ~ P~ ro ti
I-- Rt ~ 115+00 12Q+0 125+00 ~ - .r--~
-~----~------a-----~-- - - _ W
..____a ~ S'am' _ . _ _ _ _ _ ~e ~ _~_r,~ ~ _ °
Rl ~ rPED ~ ~:a
.J o~ PROVIDE 5 LF OF STUB
Ll.I HSE 8625 NEW 4 WATER LINE ROCK CHECK DAM OUT¢THRUST COLLAR
~ W ~ ~ ~ ` (5' pFF EOP) C.) ~ ~ ~ ~ (TYP.) EX. 18 RGP AND CAP
f` NEW 4" GATE VALVE USE CONDITION 2 NEW 2" BLOW OFF ASSEMBLY
SEE INSTALLATION DETAIL s~ BOX NEW 4" GATE VALVE & BOX
o,
c,~ U
0 L
C
0 v
DESIGNEDBY;
JC/EBM
v DRAWN BY:
s EBM i
CHECKED BY;
0 WBJ
O U7 PROJECT NQ,;
O i~ 3050 •D-2
Q
(r~ 'DATE; JULY 2011.'
SCALE;
0 HORZ.:1" =100'
O I
. 0 O L
~ J N
AA
f~ \ 41 SHEET L OF l
I
SUA L\ L
\ ~Qoh

1
PROVIDE 10 LF OF 6" ~ NEW 2 WATER LINE El N
STUB OUT THRUST _ INSET „ „ I I • CSEE SHEET 30) INSETS ARE SHOWN AT
COLLAR AND CAP I SET A '~~~y. ~ I I ~ 1°' ®50' SCALE i+
11 .I I NEW 6 GATE VALVE ~ BOX J ~ ~--NEW 2°' WATER LINE
„ ,o, t I NEW FIRE HYDRANT ASSEMBLY ~ NEW 6 WATER LINE ~ ( tSEE SHEET 30)
, ~ NEW 6x6 TEE 45 OFF EOP) 1 1 ~ ~ `
"i"' IP r'~• PROVIDE 85 LF OF 6 ~ ~ \ ;ry .i ~ 4 '
D,I, WATER LINE BY 'A_
OPEN CUTTING e ~ I~I~ ~ ® + ~ ~~-Q~ NEW 6" WATER LINE ~
~ ~ t5' OFF EOP) ~
~ ~ 930 ° ~
~ a~, ~ ~ ~ ~ Ex. Ri -Ra ` . + y W
„ ~ P p ~I i J ,1 NEW 6 WATER LINE oweu Ex. Ri -Ro NEW 6 GATE ~ 1 p p p ~
C5 OFF EOP) F` ?``()Q PP w~Guy VALVE & BOX TPE aid' I
f~ ~ ~ I u 11 I - I NEW 6x2 TEE r ~ ~ 1,: r I + -~x EX, 18" RCP
. ® ~ I 3864 m tI ! °-x--~x USE CONDITION 2
W n 4 ~ II 3~ NE 6 GATE VALVE ~ BOX ~ I ~ ' .1 ~ _ I ~ ~ ~N •I NEW 6 GATE VALVE + SEE INSTALLATION DETAIL ~ GATE VALVE ~ BOX EX, 15" RCP ~
EX. 18 RCP ~ 4~ . ~ ~ ~ ~ 'I i • ~ Q a
USE CONDITION 2 ~x ® =Q ~ 30" tree CHttRCH ~G c~ p ` ~ +0p HSE NEW 6 r 3772 NEW 6x2 TEE USE CONDITION 2 5EE INSTALLATION DETAIL U) C~
~~o~ Monument 3967 ~ m Q „ ~ SEE INSTALLATION DETAIL , ~ g~ Z o ` o , RIW Monument ~ cq ~ ~ ~ ~ MS CTl =
PROVIDE 23 LF OF ! ? ~ ~ * r _ ° - 37; HSE `rq 3736
6 Q.I. WATER LINE r Ex +±q -_x ~ _ 2 / II lQ ~i~ltll7 1. -k. °°M,~w®+Oa 20+pD --I
BY OPEN CUTTING. > ~ NEW 6 WATER LINE crruRCH oU Fe ~ x k , ~
-~,~n C5' OFF EOP) ecoc nce L.Q , ~ ® k~ ;o / TRTR UU ~ Well ' ' Ap s ,386. ~ - _ (Tl
C,^, s `'o ~S.o . Q \ 4 : E`x. enc "`km,*-,~ ~ - - - - . .
l .SETA ~ . ~ i
t Ex. Fence , 0. u n HSE 15" Tree ~U Q0. ° - ~ _ _ + - - r Dwell R/W ' ~ ~ r~
~ INSET ~ 3833 BLDG HSE !r~ „ 3817 25'Grv1, Dr, ll5" RGP 3~ ~a ~
r 2"Wide Brick HeodwoH 3759 (ago { NEW 6 WATER LINE TPED a HSE o: HSE ~n 3673 1~ PP 3719
~ C5' OFF EOP) „ ~s ~ tc~ I ST ) ~s, ~ Conc. Pad w/ ~o b~ N 3
s ~ r water Meter ! 20' Grvl, Dr. Q
~o ~ 12' Grvl. Dr, w115" RCP
353 \ ~ ~ o ~ Ex. 15" CPP w/15" RCP ROCK CHECK DAM
24" SNB (TYP,) -
r' NSE y~ / ~ ~ 350 t1
yep ~ ~ `~`~`d - ; . rR~R 3~8~ ~z :p , .
NEW 4 WATER LINE ,~y ~ PROVIDE .104 LF OF 6 ~4 LF OF 6" E~
Hs CSEE SHEET 30) D,I. WATER LINE BY E ~ LINE BY - ~v
353. ` OPEN CUTTING 'ING NEW 6"X4" TEE w~
NEW FIRE HYDRANT R,,~ W
CONTRACTOR SHALL ~ NEW 6" GATE VALVE & BOX
LOCA ASSEMBLY TE EX.6 WATER ~ LINE, REMOVE CAP NEW FIRE HYDRANT ASSEMBLY
.fi ~ AND CONNECT NEW ~t + 6" GATE VALVE & BOX i.. O,..W,
~ ~ SET 6 WATER LINE ~ ~
I SET z J
0 E of ~k , X, 24 RCP `?y CC
USE CONDITION 2 R/(~ fir'/(~ ~ U
I SEE INSTAL A L TION DETAIL ~ ~
. ' INSET xsE _
3328
BLDG it .3370 w 1 OC U3 ~ G7
40+00 ~ -
NEW 6"x4" TEE - n - TR« ~ ~ ~
n - ' 328 ~ I~ ~ NEW 6 GATE VALVE ~ BOX ~ :.~-~-Ir - - ~ - _ ~ ~ ' CD ~ J3 w ~ C'C ~
5 NEW 4" 1~ATER LINE ~ ~C ~ ~
' x' NEW 6" W " ` ~ m ®4 x'00 ATER LINE t C5' OFF EOP) a ~ (SEE SHEET 29) ~ ~ ` ~ ~ ~ ~ ~
° N ra Woods ` / ~ ~
1 rn - ~ Woods R!' ° ' i ~ ~ ® HSE ® p
_ m SET 1 ~ / PP o m ~ ~ i - " _ ' ® (~3'1 C.. 3132 e ~ LdJ 9Z L4.1 ~
~ Rl/ 3 ~
® - ~ dx ~ 1 ~ = W ~ ff) C~ uJ
~ o / 60" Stump ~ , ft~/~V ~ ~ fA
~ , NEW 6 WATER LINE k °30 15" RCP
' . C5 OFF EOP) / ~ 11 ~ ~ ~ ~ - NEW 4 WATER L 4" WATER LINE ' , ,Z' G ~ ~
r~ ~ ~ - ~ ~ - ~ CSEE SHEET 29) SHEET 29) _ ~ w ~
f-- r ; y ~ ~ .
f o HS -oo tI> I R ~ ~ a 353 EX, 18" RCP (J) ~ ~ ~
~ 18" Pine USE CONDITION 2 ~ o SEE INSTALLATION DETAIL Z ~
E 18" Pine nl
i,
~ 3 SHB Row o, 8' Grvl. Dr. ' ET S F ROCK CHECK DAM ~ z (TYP,)
cs Brick Walkway ~ ~ ~ 20'Sa7Dr.
48" SHB C7
~ i ~I

W 11W NEW FIRE HYDRANT ASS NE 4 ATER LINE WATER LINE
EMBLY CSE SH T E EE 28? EET 28)
NEW 6" GATE VALVE ~ BOX
~I ~ ~ PROVIDE 97 LF OF 6
D.I. WATER LINE BY
..OPEN ~+OO CUTTING NEW 6 e NEW 6" WATER LINE
~ ~ {5' OFF U, {5' OFF EOP}
N
U _ , u

~ _ o
`v ~ i ~ _ ~ _ RJV~ RJW , ~ acD h
R/~
~ ~ ~ EX. BRIDGE f~/WINGWALLS) ~ ~ `°~~`r~ ~ I
~ a CROSSING 11G BY HDD CPERENNIAL) ~ + ~ ~ ~ ~ ~
' Q CMINa 10' SEPARATION FROM WINGWALL) NEW 6"x4" TEE ~ 'TEE ~ i .HSE -V f. DESIGNED BY.
~ SEE PROFILE "CROSSING 11G" EX, 18" RCP ~ ~ i 268
CO BLDG SEE SHEET 34 USE CONDITION 2 -c F-- 3038 SEE INSTALLATION DETAIL HSE Ir,rfn HSE U} _ JCIEBN'i'~ ' 'E 2594 ~ ;DRAWN BY. '
~ W 2740 i ~0 ~ ~ ~ 1- EBM
o > W 1~_ o ~ ~ i ~ NEW 6 22,5 BEND v v ~ Rt_W ~
~ ~ ~ W ~ N C j~ + CHECKED BY: ~ 80+00 - " - - ~ o _ _ _
O _ b L ~ as oWel! ~/W 7 +OQ - - - ~BJ i ____J _ _ - - _ - _ ~ - ' ` fTl PROJECT NO.:
~ 4 ~ - ~ 60+00 v ~ 65+0o vo+ _ ® _ _ _ _ _ _ - ;~-~---i-r-_ _A C I _ _ ~
o W_ - ro m I _ -W ~ ~ 3Q50 -D-2 _ _ _ _ ~ R/ _ _
~ ~ ~ ~ V:, _ HB " I P f a~ b ~ ~t~ ~ PP w/Guy b well DATE: ' . > - _ ° ~ o ~ ~ wello o~ ~o r~cn ~ Dwell ~
+ RI ~ 8„ ~ree~ ~ ~ _ °we11 ~ ~ ~ = n b b ~ ~ JULY 2Q11 Z (/I~C}Va ~ J~ ~ r'1
U l~/~ _ ~ ~ - ~ - - - PP l 1 -a PP 4~ Well I~ PPp ~ , ~ U PP ~ ~ H$E N ~ 4$" SH Land a in aping ~ ~ P /TPED(s) 8" Tree ti ~ NUS ~ HSE m~;p ~ ~ S o ~ SCALE: Landscaping NSE ~ ~ 4" Pine 2603 o ~ HSE
Q < ~ W •U ~ W ll . - . - , . - . ~ . 2901 JO" Dogwood ° Ex. Fence Landscapin ~ u~ ~ ~ r? ~ Londscoping 9 ping NSE 2566 m HSE ~b ~a HSE 2567 ~ HOAZ„ 1" =100'
N ~ ~ r; ~ ° BLDG ~ TPED Brick Walt err TPED 2629 ~ 2597 2691 20' Conc. Dr, 30" Tree Q
~ ~ I I- ROCK CHECK DAM k ~ 2925 TPED HSE ~'a PP wlGuy NEW 6 WATER LINE Brick WoN , 4 ~ ~ ~ ~ NSE Property of ~ 48" SN8 2841 o U CTYP,) N 2989 PP w/Guy w/15" RCP 35' Conc. Dr. w/15" RCP
Hs ~ ~ Glover, William E. Er AL Ex. Brick Wall ~ OFF EQP)
f ~ PINS 278500105287 Ex. Brick Watt 747
NEW 6"-45° BEND D8: 1650 PGA 297 SHEET 23 OF 41
NEW 20' PERMANENT
Q) L ° UTILITY EASEMENT
C) LJ
< U oo 9

II
INSETS ARE SHOWN AT
i 1" - 50' SGALE
NEW 6" GATE VALVE
~ BOX
~ o ,a „ NEW 6x6 TEE
PROVIDE 66 LF OF NEW - ° - RECEIVING PIT {APPROX. Q NEW 6 45 BEND
Q 6" D.I. WATER LINE BY SIZE ~ LOCATION) ~ ~ NEW 6 45 BEND
OPEN CUTTING NEW 4"-45° BEND z O
I v_a
to
ac
~ /

I PROVIDE 35 LF OF NEW ~ ~ ~ _ ~ . ~ 4 D.I. WATER LINE BY NEW BY
~ ~ ®~g~ ~ BORING. .JACKING
~ x~ W NEW 6 ATER LINE , Q
~ ~ =F-"+ {SEE SHEET 27)
~ TPE ' ~ / l~ l ,,ti TRLR 224 ~ f n u
t ` EX. 15 & 18 RCP 1~' ~~Q ~ ` ~ ~ NEW PERMANENT UTILITY EASEMENT EX. 36" RCP
t,~ ® USE CONDITION 2 1 I ~ 4 .~~h ~ SEE INSTALLATION DETAIL {1,047 AREA) USE CONDITION 2 ~ ~ SEE INSTALLATION DETAIL ~ ~
Q ~ ~ ~ NEW !FIRE HYDRANT ASSEMBLY NEW 4" WATER LINE
~ ~ ~ ~ I I (SEE SHEET 26l BORE PIT {APP flK. SIZE ~ LOCATION) ~ ~
EX. 15" RCP W ~ E 6x4 REDUCER
USE CONDITION 2 NEW 4"x4°' TEE HsE SEE INSTALLATION DETAIL t~sE ~s ~
~ ' . 43s 2340 ~o• c7~ ~ ~ ° 11o+oQ ~ ~ " ~ '
~ ~ ~ NSE ti it ~ V ~ r cn ` • .
~ 4 ~ ~ 22 8 9p.~0 W ~ -
- - - (2)TPE
- - - _ 95+00 w R/4Y PP app - " - - _ _ Wello PP 105+On,_...- ° ° ' ° ~ W ~ (n ~y
_ , - - ~ ~ ~ na Ex. Fence ~
_ ----1-- _
I . ~ a,.,,-, - ~ _ _ _ _ _ _ _ _ _ _ ~N~~ _ ~ HSE ~ ~ '
Q~" m° LQ P _ _ . ~r ~ PP _ _ - _ ° ° ~ ~ ~ m f 15 RCP ° Ex. Fence ~ ra N _ - m ~ ~ ~ 2057 15' Asphalf Dr. w
NEW 6" WATER LINE o~ ~ ; R!' ~ r -tg HSE ~ ~ °rsteel Sign~~~ ~ ~ m m ~ m 20 9 ~ ~ 8" Free wfl ancsaaping We!(
€5' OFF EOP) 427 r~sE ~ a~ rPED HsE 2419 ~ 3 a 3 PP 2255 f ~ ' ~ ~ m ~ ~ ~ m m Tree ~ ~
10"Sor7Dr. 1 ~ NEW 4" WATER LINE tree 2a'canc. Dr. w/15° RCP , .
`ti ~ ~ ~ PP w/Guy u ~ (2)TPED ROCK CHECK DAM EX. 15 RCP ~ ~ ~ V~~~~ {5' OFF EOP? ~/}~r v ~
{TYP.) USE CONDITION 2 h~
SEE INSTALLATION DETAIL ; i Property of ?rty of ~"~,,,j~ ® ~
NEW 6 WATER LINE Pearson, Barney Cecil Sr, rney Cecil Sr.
{SEE SHEET 27) , ~ Plrv~ 2~B4oo4B5s~o DB Nu19 PG Nu11 '00485670 ' PG Nu11
NEW 4" WATER LINE
fSEE SHEET 263
PP wlGuy guy ~
c.~
I d =
~ ~ ~
~ ~ ~
T~
I ~I ~ W
~ EX. 24" RCP
~ USE CONDITION 2
SEE INSTALLATION DETAIL NSE
48'" SMB ~ ~ ~
W ROCK CHECK DAM
°W T ~ { YP.) S HSE - ~ -y ~ ~
RlIN 115+00 120+00 I- (I7 __125+00_ 30+00 - 1510 - 30+00 _ _ 135+00 _ - - / ~ ~ _ ~ ~ ~
° (313x"
- ~ - _ _ lf_avemerlt _ - _ _ IL - -i - - ~ ~ z
W _ _ . ° ~
- i i - - i I TPE pp`4. PP PP pp - PP w/Guy ' ~ - - -W - - I - - ~ ~ PP - - - - - - ~N PP - - .1 ~ I G~aeae( w/15" RCP ~ ~ i
J ~ ' TRLR 995 Well 4"9 ~ . ~ <t~ W ° v, o ~ TRLR 193. ; ~ Ln~ N O~ ~ ~ ~ ~ \ . ~cn NSE ~ PP I-
W c`7~ TRLR 1921 'O a a q ~'o q tna cno 1575 ~ 7PED ~ W ~
S W ~ PP b x~o Ex. Fence v, ~ b° h ~ NEW 4" WATER LINE , so" sNB ~ ~ ~ ~ ~ ~ ~ ~
{5' OFF EOP) b ~ ~ ~ Q ~
lrrigatron MSE ~ ~ Q Connection EX. 15" RCP ~ ~ Ex. F ~ ~ Ex. Fence ~
Valve ° ° 60" SM, L USE CONDITION 2 ~ 60" SMB m z
SEE INSTALLATION DETAIL
I

r a
C G1
Z7 N
Y~~'i
~ ~ ~ , EX. 30" RCP ~
Q ~ ~ti~f`; EX. 18" RCP USE CONDITION 2
o Q USE CONDITION 2 c~ ~ ~ a i + ~ ~ SEE INSTALLATION DETAIL SEE INSTALLATION DETAIL ~
~ ~ ~
a~ ~ Ns~ ~ Z
m W ~ J ~ i N 998 HSE HSE 970 ~ I-
0 6J..t N 160+00 rays 165+00 R/W ~ ~ ~ DESIGNED BY;
= 155+00 m ~ 150+00 _ _ _ _ 0® R1W , .145+QO - I- _ - _ _ _ _ - r
~ 0 ~ ~ ~ JGIEBM
_ ~ Aspholf avement _ _ ~-1F - - C~ L J - - - F _ ~C (n ~ _ _ I - _ I _ -t-- - q ~G f7'V ~~fill v T ~ ~V7 - - - - ~ - - - - - ~ _ RAWN BY. i ~ ~ EBM L i
PP PP ~ ` P ~o ~ CHECKED BY;
~ a o ~ PPS I ItiI D PP PP R/~ ~ ~ oWell `Q PP ~ PP PP ~ o ~ PP ~~Wet1a ds
~ _I b HSE c~ ~ rPEa ss1 f~J Woods ~ PROJECT NO.:
O W g ]339 HsF 9sE ~ ~ 3050 •D•2
= W ~ ro` T~ R 1 2s ° MEW 4"° WATER LINE ~ ~ 3 ~ 2 1a35
~ U) ~ €5 OFF EOP) ~ ROCK CHECK DAM C + DATE; CROSSING 11J {WETLANDS) d JULY 2011
~ NEW 2 BLOW OFF ASSEMBLY {TYP,} DO NOT DISTURB WETLANDS 15'Sor7Dr. ~
~ ~ ~ NEW 4" GATE VALVE ~ BOX D ~ w/15" RCP SCALE:
z HORZ,,1" =100'
o , N ~
~ ~
~l ~ A `ti nni~ W
L \ ~ \ ~n A®
V v ~ SHEET ©F~
Q C U Ln O o 0
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I
~~L.~
INSETS ARE SHOWN AT
i r 1" ®50' SCALE
NEW 2" BLOW OFF ASSEMBLY
NEW 4" GATE VALVE ~ BOX r
PROVIDE 5 LF OF 4" STUB
INEJ°''~ OUT> THRUST DOLLAR z
AND GAP Q
Q ~ t w
® W , ~ t e k HSE 942
NEW 4" WATER LINE ~
~ tv Rl YI ryry pp /~/~yy ~ 170+,.,~.-- - - - - - - - _ _ + _ ~ as 2a~ c~~7. or. w/~.~~~ RGP t5' OFF EOP) ~
C~ w~ NSE © 20'Grvf. Dr. w/15" RGP ©U ;a 10555 ~ RLR 1Q58 rRLR 1061 ~ m'>>~ ~
cy Pa ement _ . 1
~ ~a o~ a NSE ~ IT'I = Wo77 N ~ ~ aWell ~ 10657 ~
- ~,y.... L TPED PP ~ - _ _ I i _ _ I I 5+t)Q I 3' SHB Row ~ ~ ~ y. _ -i -
',1 ° ~ f ~ PP wfGuy ~ W l N~
PP - NSE ~ TPED C O ~ ~ ~ i ~ -Conc. Neadwalt p AsTial€-Pa eme~ _ _ ~ ~
~ 903 ~a / k~ ~ ~ s - _ _ PP w Guy Rf ~ ~ _ ' _ _ _ _
~ \ C~ . ~ PED _ _ _ W - ~
1 $ s ~ f , ~ 4 0 ~ PP ROCK CHECK DAM ~ ~ ,
v ROCK CHECK DAM ~ ~ ~
~ (TYP.) ~ ~ tTYP.> ysE ~ 1o6a2
~ ~ NEW 4" WATER LINE r ~
NEW ~ WATER LINE ~ (5' OFF EOP) f d c1'~ a + ~ ~
(SEE THIS SHEET) ~ I r' NEW 4 WATER LINE
' (5' INSIDE R/W) ~ ~ NEW 4" WATER LINE ~ ~ ' ~ tSEE THIS SHEET)
~ ~
NEW 4 WATER LINE NEW 4x4 TEE ~ R/h/ ~ ~ t5 OFF EOP) 1 + Li_. ~,@ _
~ n
I b 0
tJ yam.
~ ~ ~ °W
PP,q~ ~i G
d 1 TPED . C~J
RCP fi U n
UJ
NEW 4"-22.5° BEND PP wfGuy
o°°°
PROVIDE 70 LF OF NEW
4" DJ. WATER LINE BY OPEN CUTTING "S
J Q
rQ V
/ / NEW 4" WATER LINE TT r/\
tSEE THIS SHEET) LL ~ ~ T'
r SET Z ~ ~ Vl
~ ~ ° cl'3 ~
_ ' ~
N ~l?1
'0 g CA ~ti7 WDOCIS 8" Tree ~a Q ~ ~
36" SH8 oWell ro~ ~ NSE ~a 20+00 _ _ woods 10977 v ~ Q
15' Conc. Dr, ~'o - ~ NEW w/15" RCP PP 1 ~ - ~ _ PP wfGu NEW 4" WATER LINE ~ ~ ~ ~ ~ W ~ ~ c
36" SHB - ~ . ~ W 15" RCP TPED t5' OFF EOP) ~ ~ w ~ ~ ~ = CJ
•h I~ m ~ ~
V+ ~ Ex. Ri -Ra , I- Q ~ ~ C" a r~« ~ PP/ rPEQ ° f ~ ~ ~ _ ° u.i
k~O ...+~''°A HSE We11 ~W _ ~ 1~ ! - 10896 ~ _ M1 70°~ ROCK CHECK DAM Cn ; ~ ~ ~ ~ ~ ~
. . ~ tTYP.) 1(t'Grvt. Dr. - k~ ~ ~ J
b T~ TPED r ~ - w/15" RGP ~o ~ ~ ; t;,7 Q ~ W ~ f C10 _ oWe11 ~ 17181 ~ ~ ~ ~ ~ ~ ~ ~ ~ tl7
~ ~ . L ~ ~ ~ ~o, • ~ HSE rRCR ~p . e ~ w., ~ ` - _ ` ° • ' save en ~ ~ ~ ~ ~
~o . ~ ~ 10810 _
< ~ `I' r" ~ ~ R~ TRC R - s o / /'i R lpg 11Q4 rRC R 11Q4 ` ' - - " 'es h ° , ~
'~©5 r° 6 HSE s- ~
~ n ~ 1069 f,,•/ ~ r __..e---~ -tea ~ ~ ~
V ' / ~ / NSE U
~ ° io72 cn HSE ~ _
\ 11082 ~ ~
0
..RR
V'
HSE 11124
a~
k e
/ r
c
~ EX> 24" RCP ROCK CHECK DAM NEW 4 WATER LINE PP wfGuy 1NEl r ECK DAM
o USE CONDITION 2 (5' OFF EDP) HSE PP 10" SHB Gatepost (TYP.)
SEE INSTALLATION DETAIL 1101 15" Tree N Ex. Fence ~ ~ Rr(ek Headwall ~ N ~ ~ ~ NSE ~ ~ Gatepost
0 PP wfGuy Brick Headwall u~ HSE 11415 c;,~
I TPED (2 p 11343 ~?a 'n TRLR CPED ~ ~ CPED JT ED ~o CPED 8" tree
~ 25' Grvl. Dr. o~ _ 50+00 bo ~p °~1"PED/GPED
~ ~ I I I I Ex, Fence f~ , ~ ~ NSE PP 45+0 _ - - - • ®..®_.-_I-1 I~J...~.~. --,-~~---~.~x~~~. ~ ~ ~ - - ~ orPED/CPEQ
~ 11271 gYEl77Ep ~ NEW 4" WATER LINE ~ DESIGNED BY:
~ I'~ L~ ~ I ~ TRANS - - ~ _ ~ _ _ - _ - _ - ._$,R- QYEn7E(] _ _ ~ t5' OFF EOP) I I JCtEBM
- m - - .._-r- - - - - - _ _ _ _ 55+ Q ~ ! ®DRAWN BY:
Rf ~ ~ I ' EBM
a - FQM ~ CHECKED BY:
~ _ - • ~ - C~~- - WB~
o W R1W ~ ~ ~ m PROJECT NO..
a ~ I a 31)50 -D-2
' NSE Q L1-~ 11320
~ ~ I L NEW 4"x4" TEE 'DATE;
W q I PROVIDE 86 LF OF 4" 1 JULY 2011
~ ~ 8 I ~ WATER LINE BY OPEN I Enna SCALE:
CUTTING j ' ~ HORZ..1" =100'
Q N~ ~ NEW 4" GATE VALVE ' ~ . ~ NEW 4" WATER LINE
0 ~ , BOX I T ' ~ tSEE SHEET 26?
Q ~ J ~ i ~ i ~ ~r
rv ~ SHEET ~J OF 41
00 C~ v
LC) 0 O ' O O nl INSET
ADO Q\~
X~ Q) 00

NOWT
INSETS ARE SHOWN AT
1" ®5O' SCALE
f ' ~
o ~ k~ ?`Aa
2fk (J~i ~ 1 \ 2 ~ ~ cn
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11 !I i
w
~ , ;'S~ ~ EX. 18" RCP EX. 24" RCP CC :X. 24" RCP ~
USE CONDITION 2 USE CONDITION 2 - ONDITION 2
I y~ r, $ SEE INSTALLATION DETAIL ~ SEE INSTALLATION DETAIL ~ •ION DETAIL -I
f HSE HSE HSE 1572 J548
' TRLR 1852 NSE HSE NSE HSE , ' 0 1704 ~ , TRLR 186$ 182& 17$8 1650 1606 HSE
/ TRtR 1$$4 w ' 1524.... HSE ~ Ir Brick Headwall Brick Headwoll 150o r"•
r ~ , - _ - _ R/~/ TRLR 1900. ~+00 10+00 ° Brick -Brick Headwall
~ - " 15+00 - R, Neod watt Z - _ _ 20+00 welr 25+Oq R - - _ ® -
~,p0 r ~ qf1~ ~ y-_._~_-I-____a____~__-__-~~___ -
yV ~ --F- - - - - ~ _-_--y I (J}
T
/ Cl qV ',0,
~ CY ~U r PP/FDM PPITPEQ/FOM ~4 qU ca ,~4 - Pty'
• ti TPED/FOM _ _ ~ Irrrgatron Prpe o= _ NSE O 1Q" SHB ° TPED _ _ _ c~~ 1595 4 `~1n _ TPED/FOM Irrigafron Pipe
~ ^ ~ ~ ~ PP/TPED Irrrgatron Pipe frrrgatron Prpe 7.1~ Vq 1 o ~ Q ~ ~ ~ ~ ~ ~ r----.~ 42" Tree
~ NEW 4" WATER LINE Cemetery Black Headwall
(5' OFF EOP1 ROCK CHECK DAM ~ ~ (TYP.! IECK DAM 10' Grv1. Dr. wr15" RcP 0 Block Headwall
~ t
~ DO NOT DISTURB IRRIGATION LINES. IF
NECESSARY, CONTRACTOR SHALL CONTACT / W A
PROPERTY O NER TO VERIFY LOC TION
OF EX. IRRIGATION LINES.
BARNES, CARSON B,! 252-459-2548
~ ~ NEW 4 WATER LINE A,a ~
NEW 6 WATER LINE R/~ - (SEE SHEET 24) (SEE SHEET .24) ~ , , o
t~
~ ` Lk!
f
-
~ ~ ~ Raw ~ ~ I I Q
NEW 4" WATER LINE J
(5' OFF EOP> d
NEW 4" GATE VALVE r
BOX T
\ EX. 24" RCP I- ~t T ~
1N~S~ CROSSING 11-H2 {PERENNIAL} ~ ~ USE CONDITION 2 °o
SEE INSTALLATION DETAIL = t~ ~ • cMa
tDO NOT DISTURB WETLANDS} ~ ~ ~ ~ ~ ~
CROSSING 11-H1 ~ ~ ~ ~
Q 24" RCP EX. HSE HSE ~ ~ ~ ` ~ dC
~ USE CONDITION 2 " SILT FENCE sss se6 ~ t) ~ ~ ~ ~ ~ ~
~ SEE INSTALLATION DETAIL rR~R 1184 TRtR 105 NSE D ~ LI_I 1224. tDO NOT DISTURB ~ _ o~ ~ ~ ~ D
HSE d o WETLANDS) a w J t-
W N 1256 12'Grvl, Dr. STORE ~ ~ ~ ~ ~ ~ O 1054 v 55+00 -I - ° ~ Landscap~~g ~ ~ 50 00 R/W _ _ ~ ~ ~ ~ u j o ~ 3 _ -
Q = _ _ _
30+00 35+00 40+00 ®®weuo45+00 _ _ P- U} R/W rn _ r ~ _ _ _ _ _ _ -
4J1 .-~_-_--i-_-_-~__-_~-~~T~_-i__ _-Y_,_~ -t__~__~_-_--_-t-___-i-___-._i-- `
W I I ~ T - °-L_ ~ . - I 1 t ! ~ ~ 'YN _ Welly ~ (3)8° Tree Rll~ ~ ~ ~ ~ I'" ~ i ICI _ ~ ~ I ri I I I ~ J~ ~
r' ' ~ " TRLR 953 PP~Wel1 ~ ~ ~~i P c I~~ HSE LR 1 05 ~ 12' Grvl, Dr. ~ ~ Lll ~ d
- ~ lrrigafion Pipe ~ Prrigatian Prpe PPS I I W PP~PP wfGuy ~ p ~ woods ~ ~ Ca ° 1027 48" SKB __wf15" RCP rrj ~
"try LL) tnn Woods Irr+gafion Prpe/Valve TRLR fi49 ~ CPED ~ L Ex. Fence ~ ~ ~ ~ ~ -
ro TRLR 1191 CPED Z ~ Ao 12' Grvl. Or, L 1171 y2' Grvl. Dr. w/15" RGP ~ TRLR 1Q94 HSE ~ ~Q 48" SHB/Wooden Ferree ~ ~ ~ ~ CP TPED/FOM 1065 ~ ~ ~ PP/FCM 12'Grvl. Dr. w/15" RCP ~ ~ ~ ~
~ NSE f21TPED/FOM 12'Grvl, Dr, lPEQfFOM 1287 w/15" RGP 36" SHB ~ TPEDfCPED/FQM 12'Asphalt Dr, w/15" RCP 6Q~, SHB ~ ~
12'Grvl. Or. wl15" RCP 15' Grvl. Dr, 6" Tree
ROCK CHECK DAM 12'Grvl. Dr. wf15" RCP TPED/CPED ~ ~ Wooden Fence ~ 4
(TYP>) 12'Grvl. Dr. w/15° RCP Z
~ `
a 9 I
I ~ I
HSE I ~ 1715
I 0 \ r,~p~CQ
I ~f- A ti~
NEW 4" WATER LINE 7E I ~ l p~~N~ 6r~0~
PROVIDE 53 LF OF 4 1 EET 5 NsE 0.I, WATER LINE BY I (SEE SH 2) 1734 34
9 BORE JACK I 1
6 I ' i ~~~J~ ~ ~ ~
r o, BORE PI7 (APPROX. ~ NEW 2" WATER LINE i ~ NEW 2" BLOW OFF ~
SIZE ~ LOCATION) ~ ~ ~ HsE (5' OFF GRVL. RDWY,} ~ ~ ASSEMBLY
~ ~ ° s NEW 4 WATER LINE ~ ~I +S ~ 174 Welly t / l / oWel1 ~I I TRCR 11475 ~ x~'~/
o t5' OFF EOP)
' I RECIEVING PIT (APPROX. ~ SIZE & LOCATION? < j. I I~ Jam„ r
° ~ I ~ PP T ~ r '
~ ~ - HSE I O ~ ~ I 177 HSE I -o- ~~t..--'`~ t 4`' e 177 ' ~ 1' I~ _
~ ~ a. - - _ .RE - ~ o• ~ 2
N I ~ C? ~ PROVIDE 5 LF OF 4 ~ J ~ + ~ ,Q ~R~R 1J~~ , ~ ~ PP w/Guy ` DESIGNED BY,
+ ~ ~ ~ STUB OUT, THRUST ~ I
~ ; I COLLAR AND CAP ~ 1 ~ ~ V JCIEBM
~ ~ ~ e NEW 4 WATER LINE- DER LINE ~ I NEW 2" GATE 32) VALVE ~ BOk TR~~ 11470 (~~'p DRAWN BY.
~ 0 o ° (SEE SHEET 32) •W
Q = NEW 4" GATE VALVE BOX ~ ~ f~ i ~8" Tree 1 1 ~ HSE C/ CHECKED BY.
~ ~ - - - - _ NEW 2" BLOW OFF ASSEMBLY a d I I I-r 17s3 <p~~~{~` WBJ
~ U? ~ ~ _ g_ NEW PERMANENT UTILITY f0~,rj~ PROJECT NO.:
o ~ ~ W - ~ I EASEMENT f2O' FROM C!L} 3050-D-2
Z ~ Z ' I I ~I DATE;
o - ~ R/ ~ cPEO ~ FOMo ~ 8 I 1 0 I JULY 2011
~ ~ F ~ ~ woods ~ ~ \ 7` ED
~ = W ~ I ~ SCALE, ~ ~ HORZ.,1 =104
~ ~
a ' i
~ ROCK CHECK DAM
Q? ~ ~ u " l ~SE~ (TYP.) ~ N
~1 nn ea
SHEET 40 OF BFI
Cl)
q c~ o oao~~u
'O ~ O ' ~00 inl o
2 '1 EF I
O~ c0 ~ ~ m0~

~I
EX. 36" CMP
CROSSING 11E BY HDD (PERENNIAL} ~ SEE PROFILE "CROSSING 11E" ~
) ~ ~ / R ~
o , ~ t ~ HSE SEE SHEET 34 1~ ~ p ~ ~ 10585 NEW 4 WATER LINE j~4 ~ ~ag2 1 j~G
~ NEW 4 WATER LINE ~ {SEE SHEET 28) Woods ~ ~
{SEE SHEET 26} ~ / P / ~I ~ W 6" WATER oQ PP r ED ~ t ~ 1 ~ 1 NE LINE C~ Etec. Ped• ~i rr rr r~ ~
i EX. 8 RCP {5' OFF EOP} C'1 I ~ INSET
~ ~ _ USE CONDITION 2 I ~.1 ~ U~ Landscaping f ~ II w
SEE INSTALLATION DETAIL rPED/EaM ~ rr rt Waods t INSET A T ~ Brick wall Londscapin EX. 24" RCP ~ o. ~ r
15" RCP PP I ~ PP w/Guy ~ Brrak wall - I ~ ~ a O POND I S~ PP USE CONDITION 2 ~o ~ ~
~ ~ - - SEE INSTALLATION DETAIL ~ ' ,~`'l~ ~ ~ ~
1 Tq ~ - _ R Myrtle Row ~ ~ 1 ~ 1 ~ r'" , y N
~ ~ - -1~, A I PP/CPED/FOM P/CPED/FOM a/ ~~k~f f ~ ~ o m `Q Woods--` f,!1°a~~~'ro
I ° o.~-- - - - - - ( Shalt av ti ~i' . - w q ~ ~ ,a Crone M r .q~ ~ 4~ h r ~ Y~ N coo N
~ ' c~ ~ : ~ 78" ,Y tfe Row t ~ f - ' N ° " ~ ~ N 0: ~nh TPED/CPED ~ n ~ ~ ~ °
~ h \ 4 ~ ~ r `0 ~ ~ U C'~p ~ / ® N
s
f®~-..,` ~,PP 2 +00 ~ 15" RCP j PP,,~'" ~
0 ~
_ : - - - EX. 3'Tx5'W CM ARCH
~ HSE t 10574 O ~ - ° .._,_„@ ` ® ° ~~M _ " ROCK CHECK DAM STREAM CROSSING 11-D1
al 1~ ° - (TYP.} USE CONDITION 2 SEE INSTALLATION DETAIL ~
~ ~ NEW 6" WATER LINE
I SET ~ {SEE SHEET 25) ~ NEW 4" WATER LINE
~ ~ 25 ~ (SEE SHEET 26)
1 ' ~f ~ g ~ 1 PP w/Guy I I v flF 6" ti f,,.,~---~' I PRO IDE 48 LF t
~ ~ ~ I D.I. WATER LINE BY
~ I I ~ I I OPEN CUTTING ( Hs ` I I ~
24 HSE p ~ I I HSE ~
9 t 11101 I Q I 11133 w ® I i
I I ~ i i I I Brr`ckwoli w/
I I NEW 2 WATER LINE Lansca in R fW I p s I I r N
{SEE SHEET 28} 5 ~ I I ~ Q I d ~ ~ ~ Briekwat! w/ NEW 6" WATER LINE INSETS ARE SHOWN AT ~ anscaping 1" - 50' SGALE
~ NEW 6" WATER LINE I i ~ 1° ~ PP/rPED/CPED 1 I Wall {5' OFF EOP}
C~ {5 OFF EOP} PP
I ~ 15" RCP ~;r PP NEW 6" GATE VALVE I ~ GLM, I ~lI ~ - _ a
1 ~ ~ I I I ~ , ~cP ~ BOX - r \ J ~cP
1 _ ~L _ 4 L ~
_ NEW 6" WATER LINE - NEW 6" GATE VALVE ~ BOX
{SEE SHEET 24} NEW F[RE HYDRANT ASSEMBLY ~!i! -q _ z
~ R/ NE NEW 6"x4" TEE ~ 0
NEW 2" WATER LINE - NEW FIRE HYDRANT
{SEE SHEET 28} R1W INSET A ASSEMBLY rJ
NEW 6 GATE VALVE ~ r 'd.
I ~ rr ~ BOX
S T ~ I . ~i I NEW 6x2 TEE ~ ~ W - 6" Cypress ~ ~
~ TRLR I: ~ I ~ l ET S HSE NEW 6" WATER LINE ~ I I I ~~T PP/TPED 15~Orvl. Dr. w/18" RCP C~ ~ ~ ~
10965 ~ 15'Grvl. Dr, w/15" REP PPfrP f D I ED CPE I Q R/W Monument RtR 1137 RLR 1139 EIP L R 11 ~
t5 OFF EOP} ~I Stone Headwall HSE 15' GrvL Or. w115" RCP 6" Dogwood o Ex. Fence ~ ~ ~ a ~ PP 2'x2' Brick Pad ~ ; : ~ ~
HSE 20' Asphalt Dr. wf 15" RCP 15 Grvl. Dr. w115 `RCP HSE 11043 11061 HSE I ~ HSE HSE 6" Dogwood ~ ~ ~ (d} w ~ C~ ~ HSE a
Q Stone HeadwaN 11013 HSE I HSE HSE 11199 6" Dogwood PPl rPED ° ~ 2'x2' Conc. Pact 11081 11101 I ' ~ 1113,3 11151 19275 Q N NN - ~o ~ I I"~~I ` H E ~ p ~ A, y m Z zT b I I oWeil ~ ~ C~3 m 113D1 - ~q 0.~ C~ ~`"'-~,~6,~C,~pr s T ~.J t"" f W !11
+ Cypress Row a a N o ~ ~ ~ r~ ~ _ _ _Q 15' Conc. Dr. ~ 22 Asphalt Dr. 3 15' Grv9. Dr, w a~ rPED- TPED fl ~ ~ - i i es ~ ~ `'a
j SHB ` ~ ° ~ w/15" RCP ~ wf 15" RCP ~ rPED/ 15' Grvl. Dr. 1 f . 18' Grvl. Dr. 112 5 CPED w/15 RCP 15' Crvl. Dr. ; Block Headwall ~ ~ ~ ~ b w/15" RCP ~ ~ I ' elf wf15" RCP w/15" RCP 'lock HeadwoN 6D" SHB ~ 0 5 i - _ ~ _ ` ~~w d' ~ c2S ~ _
n~~. ~ W ~ o o n o S+ PP ~ I I Pf m m m m 4 ~ _ - ~ I ! I E1~" PE I I i 4 + Q ~ "'.--a
_ ~ .N. -
_ ~
~ n ` - ' ~ As haif,Pavem - ~ T
ryj /l~/ PP/rPED/CPED 7'
I R ~ ROCK CHECK DAM EX. 18" RCP j ~ ~ ~
1- {TYP.} EX, 36 CPP EX, 36" CMP EX. 36 CMP USE CONDITION 2 y w
USE CONDITION 2 USE CONDITION 2 H EX, 24 RCP W sE SEE INSTALLATION DETAIL TIOONDI DIETAIL SEE INSTALLATION DETAIL Hsi lCI ~ ~ _
SEE INSTALLATION DETAIL 11034 HSE USE CONDITION 2 I W HSE 11060 13 0 ~ ~ ~
10942 STREAM CROSSING 11D SEE INSTALLATION DETAIL U U} HSE {INTERMITTENT} HSE 11270 HSE ~ (C3 11324 ~ ~
11100 HSE HSE a
11092 HSE NSE 11220 HSE HSE 11166 11204
1119 HSE 2 11126 91146 ~i
PROVIDE 8 LF OF
' ~ ~ , NEW 4" WATER LINE PROVIDE 54 LF OF ,
~r BY OPEN CUTTING NEW 6 D.I.° WATER LINE ~ f ~
BY OPEN CUTTING \ NEW 4"-45° BEND
~ HSE
fit. ~ , 1917 .,a#r k~~,~,
n .
~ 14~ ~ a
I SET
-----r- -
NEW 4 GATE VALVE E
~ BOX 5737
Property of ~ Worrell, Vickie P, ~ / SE
~ / P1N• 278400435609 ~ ° f~/~ 5749 ~
DB~ 1177 PG~ 715 ~ ~
~ <y ~t ~ ~ NEW 6°' WATER LINE ~
,L ~ ~ Property of EX, 24° CMP ~ ~ Curry, Vivian (SEE SHEET 32}~ ~
~ ~ P(N 27$400431197 ~ USE CONDITION 2 ~ ~C f ION DETAIL 2'x2' one Co1u
~ DBE o PGA 0 S' NEW 4 WATER LINE SEE INSTALLATION DETAIL 'A_ ~ {5' flFF EOP} ~ l ROCK CHECK DAM 15' Grvt. Or, w/15" RCP 2'x2`5 ne Cotum ~ cad
dy, 4" Maple p, ~ .~2 36" SN8 Q~ (TYP.) ~ ~ e~ ~ ,
m ~ r°~. i ~Y ~ r,~:fii~ ~ PP a~ TPED Woods Woods ~ ~ Woods ~
to a`l HSE ~ ~ ~ ~ ~ 1917 ~ N~` o ~ ~ 'DESIGNED BY:
~ - T 75+00 80, ~O i i i R! ~ JGIEBM
rPt~ P 60+d0 R1W ~ - a~ tiS~ , • ~ ° . ~ DRAWN BY:
° Asphalt.Pavement ~ ~
~ ~ EIP ~
o ~ Y' - - , ®RIVY - - ~ hl CHECKED BY: R/ J INBJ
o ~ ~ * m ~ ~ ~ ~ m ~ PROJECT NO.:
o ~ px., ~ ~ ~ ~ 3050 -D-2
O ~
U~ a ~ ~ NEW 2" BLOW OFF ASSEMBLY DATE; NEW 4" GATE VALVE ~ BOX + JULY 2011
~ ~ ~ i ~y,1 ~ ~ NEW 6" WATER LINE C~
, {SEE SHEET 32} PROVIDE 5 LF OF 4.. SCALE. HORZ.,1" =100'
U , ~ ~ HSE STUB OUT, THRUST
ca ~ ~ 11898 .COLLAR AND GAP
~ ~ ~
1974 ~ A.
~ ~ rert~ra unrr
SHEET I OF 141
0o c,~ o~
i C\j
toOL~~

NO~E•'
0 INSETS ARE SHOWN AT '
1" ®50` SCALE
NEW 6" WATER LINE tSEE SHEET 27}
i~
ROC CHEGK AM ~ ~ \ O
_ ~V~ tT ~ ~
Q EW 4 ATER E w
O ~ ~ t5 OFF E4P) i~ ~
~ ii ~ EX.2~ o EX. 24" RCP
I- ~ 1> USE ~ ~ as ° ~ a~ SEE I USE CONDITION 2 SEE INSTALLATION DETAIL y
~10o d5 ~ ~ TPED W ~i
~I Z w 60" C P Landsaaprng HSE NSE
5+00 ~ 1 ~ ~ 9~+00 p E Brick watt 1954 HSE 1926 1898
- - - - - R ~ . _ , . TPEOiFar~ - ~
f w I NEW 4 WATER LINE ~ ~ R1 _ . _ _ _ _ ~ ~+O® 1870
_ ~ ~ ~ _ - _ _ _ _ _ _ L _ - _ _ t5 OFF EOP) _ NSE P
R1W ~ ti ~ R~N~ I NEW 4"' GATE VALVE - - - - Ns ROCK CHECK DAM
~6 C _J T All T9 Q 4 I t iii I ~ BOX , ly ~ Q `Q w 1838 (TYP,)
< .u ~ to qU _ - - - ~ NEW 2" BLOW OFF , , o~ weHo Weli` o --r.~ ,~a~ ~ ~ ® ASSEMBLY
LLl ° I ~ Brick wall wt ~ d ~ Landscaping ~ o`~ cL A ~ ~
I- ~ ~P i v ~ o~ HSE c~ HSE ~,,R.fyy~ uu v 3 1953 1925 ~ Elec. Ped. ` ~ ~ ~\1 ~ •U/G Gas }
NEW 2" BLO OFF SEMBLY ~ 4 ~3 4 ~ N ~ W HSE . ~
N 4" G E VAL ~ BO v ~v 189 q ~ ~ ~ ` H5E
~ w P OVI 5 LF F 4" o I SET ~ R w 4'x4'E1ec. Trans. 1T Conc, Qr, u~ Wel! 1804 t P/TPED wJ15" RCP out pWetl ~ .
v / T A } STU OUT, T UST NEW 4"x2'° REDUCER 1869 ~ ~ LPfTPED~~~ p Q ~ ~Wel1 6 ExSRip-Rap
C LAR A GAP of C° ' ~ 15' Cone. Dr, w/15" RCP NEW 4 WATER DINE
(5' OFF EOP) NEW 2" WATER LINE HS rPEo (5' OFF EOP) 1s37 aWeU 4'x4`Elec. Trans.
NEW 6" WATER LINE ATER LINE Ex. Roak ~ ~ 12'ca RpDra~f15° RCP - Ex. Rock
tSEE SHEET 27} rRLR ~a .T ~7) Elec, Ped. 809
nz ~i
a,
-r_
~k
} ti~
~ 1 SST
t ~ ~ ~
Q J lq
~ ~ ~ ~ Q
/~W l'' f ~ ~
, I II EX< 18 RCP ~ r
f f ~ US CONDITION 2 TION 2 ~ ~ rn ~
° ~ SE INSTALLATION DET, ~ i t PP _LATION DETAIL ~ W p v~ o
~ NSE x ~ Woods ~ ~ -I ~ 1108 if ~ 0~
~ / ~ ~I 1 r / ~ - W RJR ~5 NEW 2" GATE VA VE I- o~~
w NEW 6 ATER LINE ~ 1~ a ,r (SEE SHEET 27} ~~1 p. ~ BOX _ Q cn a
~ , g~ RIiN
~ NEW 2" BLOW OFF ~ ~ , ~ e~ ~ ~ ~ ~ ~ a ~t ~ ASSEMBLY ~ ~cLM
, ,r n ~ o ~ ~ ~l _ 111 ~ ~ i~ l $ ~ \ ~I t~~~
~ ~ ~ ~
L < ! Ef oc _ w~
, ~ fi - - ~i a
"'-''F / S O P S - i _ TrnveZ~ ~~~C" s o 1'0 ~',oQ~ Wel( i ~ ~
~ - _ ~ RfW ~ o ~ w ~ ~
+ - I' - - _ Wetl ~ , R/W ° -~a q _ ~ ~ v~ _ cn ~
~ ~ ~ 8~~ tree ~ Q 2°' WATER LINE ~ w w
~ ~ - 6 yg ° ROCK CHECK DAM i NEW 2 WATER LI D S ~ Ex. Fence 60" SN8 I - OFF EOP) i N H E Row Ex. Propane Tonk PP w1Guy tTYP.} F EOP) J ~ cn ~ ~
~ 113 10° Prne Woods/Landsaopfng 8" Tree HSE ~ "
NEW fi ATER LINE ia8 tSEE SHEET 27) _iNE ~ ~ ~ a ~
NEW 2" WATER LINE ws ~wJ
v e ~ t3 OFF EOGravel} ~Q~
I NSE o ¢S~ v
~ 1115 i
9 ~ -
~ I
°V
s
'±s: I PROVIDE 5 LF OF 4"
STUB OUT, THRUST
' COLLAR AND CAP
Ex, ~o° RGP
USE CONDITION 2 BLDG
SEE INSTALLATION DETAIL
0
EX. 3O" RCP
NSE NSE ~ HSE 11228 t i t t8 USE CONDITION 2 HSE
0~ 11200 _ 1Q+0© _ _ - _ NSE SEE INSTALLATION DETAIL 10828 HSE r/
T7 - ,....,,r. - Wello 11072 11072 Wello
_ _ s
\ ii .~,®Q®''~~ ~ - a - .-.,..,..,tom ~ o ~ /s _ HSE d ~ , / ' ,`rte - _ _ _ 20+00 1©9as R/W 25+ HSE
NEW ti WATER LINE 5 - - - - a ' ~ 10861
o t SEE HEET ~ t y ~a PP w/Gu ~ ~ PP ° - ~ -
0 1 • ti, 740 . ~ ~ Wello ~ ~o p
N ~ - ~~a ~ 0.
~ ~ PROVIDE 55 LF OF NEW a ~ o W Ex. Wire Fence* L4~~© ~`pp ~ Conc. Dr. `L a ~ ~ ~ a~ a ~ 72'" SHB DESIGNED BY. a ~ ~ NEW 2" BLOW OFF JCIEBM
~ E R~ ~ U/G Traffie "=o ~ HSE ~ WATER LINE BY OPEN NEW 4 WATER LINE 274 ~ • ~ ~ n 11289 ~
-aSignatBox a ~ CUTTING t5 OFF EOP) ROGK GHEGK DAM AM Ex. Wire Gate ~ ASSEMBLY DRAWN BY:
~ 70" Cra e M rfle tTYP.} ~n ~ p, y ~ ~ Ex. Wire Fence - EBM
BLd c~ HSE Londscap~ng ~ ~l ,r ~ ]0' Grvi. Dr. w/15" RGP ~ P 11317 Weil CHECKED BY.
~ a. ~ , WBJ
q 48" SH8 ~ k NS i8' Gone. Dr, w/15" RCP PROJECT NO,:
CJ © 680 15" Pecan ~ 1"P n 5 eco IiV ~r 3050 -D-2 i.
s ~ ~ ,DATE:
Gn ~ JULY 2011,'
~ ~ .
~ SCALE, ' HORZ,:1" =100'''
° ~ ff ' ~ NEW 4" WA INE ~ ~ .TER L ~ ~ INSET ~ ,
o ~ xs ~ t5 OFF EOP} N ~ 691 ` ~
TRCR 1093
4 ? ~
J , ~ ~n J
SHEET 40 OF
+r 4V NEW 4" GATE VALVE
NEW 6" WATER LINE & 80 00 0~
ono co o a o (SEE SHEET 23) -75
co ~ ~n
Qb Do
1

NOTE
INSETS ARE SHOWN AT
1" ®50' SCALE
I' 'I NEW 6" WATER LINE
t2} EX. 46 CMP
tSEE SHEET 23) CROSSING 11F BY HDD tPERENNIAL) f ~
° „ „ SEE PROFILE "CROSSING 11F"
t t ~ ET A SEE SHEET 34 >
~ oC
W 4" W LIN ~ NE ATER E ROCK CHECK DAM
t5' OFF EOP} tTYP.} t c c ~ ~
t t ~ ~ ~ HSE Wands Wands 3747 NSE
v ~ rv i v 3147 N
~ ~ =o j~! ~j ~ ~ 74' Grvl. Qr. P ~ m ~
i ~ - - - 15+t)0 t ~ ~ -
_ ' - h \ p N ~ ~ '1 - ~ ° 20+00 ° ~ w i ~ _ (~1
r - _ _ ~Lt _ -
~ ~ REIN -d--- ~ ~ -
w ~ ~ ~ t _ R~~ T~ ~
~ m
1 1 9 W
4 ~t ~ tC ITI N
~t NEW 4 GATE VALVE ~m ~ ~ ~ ~
~ BOX i T f 1
t NEW 4"-22.5° BEND r N
t t
t i
1 ~ ~ ~
t~ 1 y
t ~ to ~~11T7~ 1 1
~ -P°
~ NEW 4" WATER LINE t~' OFF EOP} - W _
~ PROVIDE 28 LF OF NEW a ~`1 ..M
4" WATER LINE BY m ~ OPEN CUTTING Lu
NEW 6" WATER LINE tSEE SHEET 23}
{..,s~; r~ .
1
J'~
p J
1 T ~ ~
a~ NEW 4" WATER LINE _ r ~ ~
~ ~ t5 OFF EOP} ~ ~ EX, 24" CMP
~ ~ USE CONDITION 2 ~
SEE INSTALLATION DETAIL s'o,. NEW 4 WATER LINE
f , fQ,~. tSEE SHEET 3D) t f PP wrcuy - - - _ . 45+00 W ~ y W ~ ~
m ~
' y~`~``-- b ~ PP ~ ~ ROCK CHECK DAM Q ~ ~ ~
O NEW 4 WATER LINE ~ ® _ . ~ _ _ - 4 4 ` gUo n ~ ~ 50 ~ > J
O t5' OFF EOP) ~ 35+Q _ r ® _ PP W Guy R/W _ - _
~ 1' _--a- - W N - - _ -
~Z J a~
~ _ _ NEW 4" GATE VALVE & BOX I" ~ ~ ~ ~ ~
` „ PROV ~ " - NEW 2 BLOW OFF , ` - 4 ° W .PROVIDE 105 LF OF NEW ~ ` ` `~r~` ~ ~ 4'° WATER LINE BY OPEN ` ~ ' ~ '~.~55~04 ~ vy
(j} - " W Prts ASSEMBLY CUTTING oc _ d~3
r"'' ~ NSE Woods
~ ,~.~2s NEW 4" WATER LINE Q
,,,1 tSEE SHEET 3t}) / ~ ~
.3706 NSE ~'t/(~j ~1 ~
~ W PROVIDE 90 LF OF NEW i C.) ~ 4 WATER LINE BY / 3792 (j~ ~ ~
PP w/Guy 4°" OPEN CUTTING NEW 4" WATER LINE ~y _ ~
t5 OFF EOP) s~
i
+
d
d
PKS

NEW 4" GATE VALVE
~ BOX
NEW 4"x4" TEE
c c

I ~
r T N
~ PROVIDE 927 LF OF NEW ~ ROCK CHECK DAM 18'Cone. Dr. w/15" RCP ~ ~
~ O 4" WATER LINE BY OPEN ~ tTYP.) 12' Grvt or. ~ C~ CUTTING I 4' Wide Hedge
.NEW 4 WATER LINE ~ rRtR 4 i~ ~ NSE 12)36" SN8/78" SNB 4211 12'Grvt. Dr, w/15" RCP
~ + ~.1 ~ ' q c o~ TRtR 477 t5 OFF EOP} o ~ C_~~ a? ~ PP ~ ~ 3'Wide Nedge 36' SNB~ 36" SNB 6D" SNB
~ ~ L>J w ~ ~ m ~ ~ hedge 48" SNB
r PPS I - 65+Oti aPP - - - - - ~ - - - - - 70+00 ~ ~ ~ ~ ~ pp RfVV PP DESIGNED BY. Rf~Y PP 5+0 wv
- - - - - _ fit}+t)0 1 ~ _ - Ex 4" water t°ne JC/EBM _ _ ~ W V
_ ~ , ~ ~ _ em y a~ - - - _ - ;DRAWN BY:
vl ~ ' EBM
_ EIP R/I R/W - , CHECKED BY;
~ R!W ~6 sH6 ~ ~ 36" SNB ~ WBJ
J >~sE PROJECT NO.:
~ 4os4 o LLJ NSE
HSE FRtR 4164 ~j ~ 4134 420 ~ ~ CONTRACTOR SHALL LOCATE ~ 3050 •D•2
EX. 4" WATER LINE, REMOVE CAP ° DATE, ~ ~ AND CONNECT NEW 4" WATER LINE JULY 2019
SCALE: HORZ..1" =100'
~ ~ N ~
O
. ~ ~ t
Q Z . ~ J ~ N

~ v SHEET LZI OF 14 1
o
O 0 o
~o O o ° Viz'
LLJ
ag00

I
NOTEt
INSETS ARE SHOWN AT
1" ®50' SCALE
/ p
NEW 4" WATER LINE EX. 18" RCP (SEE SHEET 29) USE CONDITION 2
> ~ SEE INSTALLATION DETAIL NEW 2" BLOW OFF w
~ ` " " ASSEMBLY
INSET A ~ 15` Solt or. ~ w/15„ RGP PROVI€~E 5 LF OF 4" HSE
~ NEW 4" WATER LINE STUB OUT, THRUST 1019
~ ~ (5' OFF EOGravel) v rR R COLLAR AND CAP a o~ ~ s8o
b q~ ~ ~ Woods ~ Qu
~t
_ _ _ _ _ _ - _ - 5+00 ~ 10+00 _ _ - _ ~ 15+00 ~r ro'~ o „ +00 PP +00 lW
- ~ bpp ,APP ® --T- ~ - --i-- f ~ I
N NLS - ~ - - - - - - i m - - - ~ - ~ - - - - r-- - - _ _ _ , . - _ ~ - - - - r--- _ i _ _ - -
9 - - 1 ~ f 9 - - Ali - ~y
RfW ® - W - ® E~ W - - - - - - - - - - - 1 ~ - - W - ® \ `
~ PP w/ uY HSE "
~ 986& W
e ° ~ SET ~ NEW 4 22,5 BEND ~ f~
~ INSET A W WATER LINE i__ c+p J N
~ ~ NE 4 ~ (5' OFF EOP) ~~l c~} C^,
® PROVIDE 44 LF OF 4" i h CF%
~ NEW 4 GATE WATER LINE BY OPEN ~ ~ C,7 M tt7 ~ ~ ~ ~H
® _ VALVE & BOX GUTTING ~ ~ ~ ~ ~ ' ~ 61 L4..
~ ~ ~ ~ cs NEW 4x2 TEE
~ d "W R I
e ~ NE 4 ATE L NE a ~ _ ~ , ` ~ t REIN (5 0 EOP) j ~ . 7 ~ 4j Q}
- - - - <n c c<i ~ c~z c^.~ cll
z c~a t
_ ~ cc

~ ~ m .4 ~ C~ .M
W
~ PROVIDE 18 LF OF 4" . ~ WATER LINE BY OPEN " r
CUTTING NEW 2" GATE ~ x R/W
NEW 4 WATER LINE VALVE ~ BOX a (SEE SHEET 29) NEW 4 GATE VALVE
X BOX
~
~ PROVIDE 13 LF OF 2 J ~
WA TER LINE BY OPEN CUTTING (p[ ~ N
I I
+ r I=- r G(~~F
EX.1>3 RCP EX. 18" RCP ~ ~ ~ ~ ~ ~ ~
HSE I" ~ USE CONDITION 2 USE CONDITION 2 ~ p ~ ~ ~
I I~ I SEE INSTALLATION DETAIL SEE INSTALLATION DETAIL <t m o cn = ~ +o¢
~r n 9 c3~ ~7 NS E
9451 NSE NEW 4" WATER LINE ~ ~ ~ ~ ~ ° ~ t5' OFF EOP? ~ ~ ~ ~ ° ~ Q
I I 3413 PROVIDE 5 LF OF 4" ~ ~ ~ ~
\I HSE c~ r rPEfl PP STUB OUT, THRUST ~ ~ ~ ~ ° ~
9357 4 ° Tree Ex. Fence COLLAR AND CAP ~ ~ ~ ~ ~ ~ ° W ~ +00 Ex. Fence 20+00 ~ t1~ ~
10+0 15+00 o R/~ 5+00 m _ R/W NEW 2" BLOW OFF ~ >
I 0 CJ r' d ' ASSEMBLY ~ ~
_ _ ~ ~ ~ ~y ~
1 --1'1°- ~ - - - ~ 14~ -x---x-x-x - -x- . pp PP o ~I"1_x ^w-,,,,.~,.~.,,,,, 'i ~ 7 3' SHB Raw PP ~ ` p m ~ ~ ~ ~T i i i~P PP r ~"`IEx. Fence ~ -i-e~--_.. ~ ` ~ 4 ~ ~ Cr ~ ~ W
~f~! ~ iandscaprng p Ex. Fence ~ ~ Wetlp PP ~ ~ ~ ~ ~ ° I Londsea in ~ rT 4 1 w g ~ ~ ~ Well N Wel{p a owelf ~ . ~ . x ~ N TRCR 289 ` Welio ~N b ~ N Welly ~ ~ +.o, o ~ t ~ ~ ~ ~ ` o I I m? ~ Z m~ ~ ~ v ai Cl~ ~ ~ ~g N 1 ° ~ ~ LL ~ CL
I o ~ HSE ~ ~ - ~ ~ - ©c~ ~ HSE I Pr perfy of - ~ ~ 418 t7~ tn~ `a `n;' ~n ~ ~ ~ c, ~ ~ ~ ~ ~ = can ~o PP f~ ~ u? ~ ~ Gi U)
I xxx a < q v Y foods o: b ~ PIN xxx ~o ~o o M c~~ ~ m ro rRLR 9618 A` ~ I~ ~ d
I ~ } ~ 8' E-E nq t'~q c'>O HSE ~ :r D8 xxx PGA xxx ~ U' ~ ~ ~ 9564 N ~ 3 ~ r LR c r~ 3 h^ h r LR 960 rRLR 966 ~ ~ p 1 BrGrvl. Dra.~ /15" RCP ~ ~ ~ ~ ~ ~ 0 3~ ~ Ex. Fence ~ J~ ~ J Z Z Q
r a i Wert rRLR 954 ~ ' ^ rRLR 983ee rRLR 970 Br,ck Neadwai! ~ ~ p q ~ ~ Q W f~pJU3
3'SHB Row rRLR 95$ ~ HSE rt~LR 939 EX, 24 RCP 6" tree 1< 9360 ~ i ~RLR 958 f2)lNell 12`Grvl, Qr. 1213'" SNB PP w/Guy rRLR ~ ~
I ! ~r n USE CONDITION 2 w115" RCP 12' Grvl, Dr, wl15" RCP W ~ ~ ~ i- ~ P2'GrvL Dr, wf15" RCP
~ I 1° j SEA" SEE INSTALLATION DETAIL „ ROCK CHECK DAM NEW 2 WATER LINE NEW 6 WATER LINE (TYP,} (5° OFF EOP} tJ ~Z ~D
(SEE SHEET 23) I. E~ ~ ~W _ p ~
I ' ~ ~ 4veo ~
I~ rP c~~ I ~
~ ED vi ~ 2" Tree.... rRLR 952 i d `y- i ~
xx W
6" Free... xl I ~
w I. ! ~ ~ i NOTE, NOTE,
J nJ ~ ~ Wa11
APPRC APPROX. LOCATION OF EX. WATER LINES
Q 4" tree SHOWI I e SHOWN CROSSING ISSETTE & DICKERSON RD, ~
~ ~ s" tree CONTI; Q i~ 6° tree ~ wen ~ 0 PROVIDE 54 LF OF NEW , ~ ~ TO [N CONTRACTOR TO VERIFY LOCATION PRIOR ~ TO [NSTALLATION OF NEW WATER LINE. rRLR
. ~a ~ NEW 6" WATER LINE PP/to° cedar ~ 4" D,I, WATER LINE BY r fir, . ' ~ n n
(SEE SHEET 23) ' cP - . ~ INSET Q OPEN CUTTING ~5r15 R r Property of 1
w A Dickerson, Curtis A, Pru: 277soo843sas NEW 6" WATER LINE
~ Well ~ ~ ~
~ 110124" tree ~ ~ " . f d ~ deli ~ 6 PB•B25 Pc ~ 207 tSEE SHEET 23> PROVIDE 20 LF OF NEW a ' 6S° B.~m 2" WATER LINE BY
p m rPEO NEW 2" BLOW OFF OPEN CUTTING
~ Q ~ ~ ~ t ~ ~ Elec. Box ASSEMBLY
~ ~ ~ ~ 15' Grvl, Dr. W -t ~~f~--~~15~-~ ~ l i v ~ ~ l ~ ~ rRLR sa6
~ w/95" RCP ~ ~ ~i P e . ~ ~ ~ w s zRLR 905 , ~ _ /
Landscaping ~ •x c ~ i ~ ~ rRC gas W ~ / ~ / ~ J / ~ . ' o, ~ ~r rRLR
o ~ 6 y ~ ' - ' 7RLR 905 ~ T~LR ir~ `~~~or%iG~
i Rf UY ~ o / yF j PP wu~ ~ rRLR 9©4 ~ Property of vo/7~~ 1 ~~g
Dickerson, Curtr's A. ~
~ NEW 4" WATER LINE T 1R ~ ~ ~ 20' Grvl. Dr. 2~Q ~ H: I Ptnr: 277500844565 NEW 20' PERMANENT NSE DBr 0 PC- 0
(5 OFF EOP) w/1 „ R P PROVIDE 20 LF OF NEW 3a ~ u a 5 G 15' Grvl. Dr. ~ ~F 'tii 3864 i P$ 25 PG' 207 UTILITY EASEMENT ~ y ~
r NEW 4 -22,5 BEND PP/rPEO w/15° RcP 2 WATER LINE BY r ~ ~ i ~ NEW 4"-45° BEND OPEN CUTTING ~ ~ x NEW 2" WATER LINE J ~ f ~~~oESIGNED BY; JCIEBM-
m ~ NEW 2 BLOW OFF ~ ~ / g (2' OFF EOGravel) rRLR 909 ~ ~ 1AI ~\p ~ DfiAWN BY;
~ NEW 4 GATE VALVE ASSEMBLY g ~ ro Landscaping ~ NEW 2" BLOW OFF ~ EBM
~ & BOX ~ / ~ ASSEMBLY
o NEW 6 WATER LINE k HSE ~ ~ (SEE SHEET 23) / / ~ t n r~ ~ ~ ~ m rRLR 908 _ ~ ~ E ~ 20' PERMANENT ~ CHECKEQ BY: a m r- - ~ / NSE INBJ ~ • _ _ _ ~ 90g 3864 UT UTY EASEMENT
~r E /
k 1 INSET ~ ~ _ • ~ ~7s7 - ~ , , , • TRL'R W 2" AT VALVE PROJECT NO.. ''I I'~_" rRr.R 908 / & 3050 •D-2
~ k - I I r
~ 4, ~ 1 lRL R 908 ' ~ ' , a , DATE; o ° ~ JULY 2011..
s ~ / ~ ; SLD ~ ~ ~ 0
k ~ ~ x i c o ~ / ~ ' ~ s L INSET ® ' scA~E.
~v ~ ~ r ~ Property of , O HOR~•: 1 ~ = 100' ~ Dickerson, c~rtt~ A. -NEW 2" WATER LINE
O ~ k Pr~~B.7o7soo~45Qe5 (2' OFF EOGravel) ~
~ ~ / NEW 20' PERMANENT r PB~ 25 PGA 207 - -
UTILITY EASEMENT '"~a ~ Z ~ , 1, / 1 NEW 20'PERMANENT
~ F~ ~ AIC1Rl 7u (~ATC' \/AI 1IC f a UTILITY EASEMENT A -0
IML- r9 G \.7m 1 L Y i'flv L rru I
~t B~}X Jr I SET ICKERSO RD. SHEET OU OF
0 0~ ~
O L n~ , (PRIVA TE)
w (b ` I SET
~ ~ (b 00 h

INSETS ARE SHOWN AT
1" ®5a' SGALE
;a.
,
a ~p

i' ua
cC
NEW fi°' GATE VALVE ~ BOX ~ NEW FIRE HYDRANT ASSEMBLY ~
NE 6 ATER LINE ROCK CHECK DAM
wvs (5' OFF EOP) (TYP.) ~ ~
wv wv m =
~~Z x--x_ Ex. Fence rAU r~° x ._x_„_x_x_,_,_x_x.-~ 0
~ PP PP wlGu PP PP 0 /CtJ .o. - _ _ Q.ya RIND _ _ 5+00 _ ~ - - _ ® - -10+Oq _CPED PP _ _ _ ® - - PP 15+~0 PP PP
- • . . _ --E- . _ PP 2a+a0 ~ PP - - ~r--
_ - _ _ _ , _ ~ _ _ _ _ _ J4s~1.aL~,PsrvPrri .n _
i ~
RfW - - - R/I~ - U7
IT aN D ~ ,
~ HE ~
13473 ~ ~ ~a.
NEW 6"x6" TEE
O
NEW 6°' WATER LINE ~ PROVIDE 82 LF OF NEW O
tSEE SHEET 32) ~ ~ 6 D.I. WATER LINE BY
~ OPEN CUTTING
NEW 6" GATE VALVE
~ BOX EX> 24" RCP
~ USE CONDITION 2 NEW fi" WATER LINE
SEE INSTALLATION DETAIL (5' OFF EOP) ~ -
w ~
1
1
OF NEW PROVIDE 22 LF _ ~ 6" WATER LINE BY ~
OPEN CUTTING
NEW 6" WATER LINE if - ~ d z
(SEE SHEET 32} J
NEW 6 WATER LINE - ~ {5 OFF EOP) ` ~
I SET A 1\ U ~
a _ F ~
c~ ~ + >
NEW 6 WATER LINE ~ ~ ~ cn
~ I- (5' OFF EOP) ~ N ' ~ Hs + W ~ ~ _ ~
m W cPEQ ,o ® ® 72o NEW FIRE HYDRANT I---
~p ~ ASSEMBLY W ~ _ PP wic~yrs~
U7 __RlW - PP - -P~ R/!~ -40+DO T
PPS _ ~ 1--- tI~ DD R/W W Q ••J~ a0 R/W 50+a0 ~ R/W _ _55+0a _ _ -I ~ _ 4C
V~ - - - ~ ~U- r,-, PK - ~ - - „e -
W - X9451 _ - ~ ~ U} - Z W - - - - s 2 avemen _ , - - ~ ~ C~ ~ ~ ~
I- W R1W RlW rP - W -
vl - _ _ - a Elec. Mete ~ - I` o - ~ W d Q ~ 6- - ~ ~
W TP fs1 ~ J a~ _ - ~ o
=W ~ 24" RCF W TRLR 306 ~ ~ ~ o TRIR 3~6 I~TI (}1 C!3 ~ j CC H
ROCK CHECK DAM = W 3s° RcP ROCK CHEGK DAM ~ C~ ~ ~ a
(TYP<) Pro ert of {f~ 36" RCP u p Y
EX. 36 CCP Barnes, Corson B• 1 f-- PIN• 277400831678 ~ USE CONDITION 2 Q NEW 6" WATER LINE (TYp.) + ~ ~
SEE INSTALLATION DETAIL DBE 907 PG~ 247 ~ t5' OFF EOP} C? C~ ~ ~ ~
NEW 6" WATER LINE ~ Q ~
t5' OFF EOP) PPS w~ ~
t zU
,E.E o J
19 U Q
~ ~ k~ ~ ~ ~ Z
f• Q Z
S R 1 ~ 15
q
~
c to
a.
~a U
0 L
YU
~i
rrnn 1 Vl NEW 6" GATE VALVE & BOX 2~~~ ~
HSE m NEW FIRE HYDRANT ASSEMBLY ~
~ ~ 2696 ,C W +
~ W ~ DESIGNED BY.
~ ~ HSE ~ „ HSE t.~j ~ JCIEBM
Q, I--- NEW 6 GATE VALVE & BOX 2628 2602 ~ HSE - - - $a+Qa® - - - - _ - _R/ ~ DRAWN BY.
(J? - - .._._RtI~ NEW FIRE HYDRANT ASSEMBLY - - 2758 0 - - ~ ~ EBM
- - - - q _ , - - - - - - - - ~ _ - y - -CHECKED BY:
~ - - 00 - - _ - ~ ~-M- - - i _ R _ ~ ~ ` WBJ
~ ~ - ~ - .A Q ems _
~ - - EQ
, ~ ~ it---~;. • ® a.---- - _ o~
~ ~ p~ - " . . o ~ DATE: ~p Cemekery
~ I va ~a i2° oo wood (,U ~ JULY 2Q11 EX, 18" RGP g ~ c ~ ~ SCALE;
3 USE CONDITION 2 HOE3Z..1" =1a0' I~'
~ ~ FPED(s) ~ 18" Prhe v 'a ~ 36" Pine HSE ~ r2's~aDr. w/18° RCP ROCK CHECK DAM C DAM SEE INSTALLATION DETAIL c,
Q I m~ mti TPED/CPED 264`6 {TYP.} STREAM CROSSING 11C
~ ~ i8`Grvi. Dr. wlt8" RCP ~ ~ (INTERMITTENT} I~'
Q ~ C i
~ NEW 6" WATER LINE ~ ~ d ,r
(5' OFF EOP) SHEET I OF 41 I
0 0 U HSE
Q flc C3 2479
o Ln
Wok
h w cc

N
INSETS ARE SHOWN AT
1" ~ 50' SCALE
1
'`.'ii Ie,
z
NEW 6" WATER LINE ~
Q X o (SEE SHEET 27) ~ ~ ~ w
i, ~ v ~
I . a EX. 18" RCP
o , v~ USE CONDITION 2
~ ~ r~, ~ ; a;~ R 2100 ~~'A" ~i ~ 4 ~ SEE INSTALLATION DETAIL
rr~~ w TRL p ~ , EX. 18" RCP
r ~ t~~~ ~ USE CONDITION 2
r ; <v ~ ~ SEE INSTALLATION DETAIL V Gas Warning
~ s~ fry p EX. 18" RCP
, USE CONDITION 2 v' ~ ~ dp. SEE INSTALLATION DETAIL ~ 1 ~ _ Po~/W _ 110 ~ ~ _ ±00
Hs ~1,/ w E
Pp~,' ~ < r ® ci 2016 ~ ro 22~, HSE 108'04 _ - - , - - ~ ~ ` ~ ~
a ® 2x50 _ o _
~ ~ ~ . ~ ~ ~ 1~ Woods o o_ der .
r f~
rR~R ~R 213 ' ~ W 2184 TR ~ r-,~,,,,... - R/ W ~ f t~ ~ Property of ~ ~ ~~~j~~,~, (,U ~
7RLR 2154 r/ ~ ~p Curry, Vivian ~n ~ ~ \ ~j
~ HSE D8~ 0 PGA 0 g6~ ~ ~ I i 12° Prne ~ T ~ ~ ~
t~. ~7 fPED 7$J~
` M PP i`~ _ - . E1P 4" Maple p~ ~
. TPEa ~ - 0 ~ P 36" 5H8 JI V ~I ~ ~J~ - ~
~ PP ~ ins PP 1 _ EIP woods :d
~ ~ ~ ~fl 11 ~ ~ ~ ~ ~ r _
~ ~ ~ HSE ~ ' 7PED a ~ u,~n 2165 u,ti ~ NEW 4" WA~ NEW 6" GATE VALVE & BOX ~ NEW 4" WATER LINE NEW 6"x4" TEE l , ` ' !
HSE ~ ~ `0 ~o V f (SEE SHEET tSEE SHEET 27) _ ~ ~
Vaconf ~ q ~o bo ~ U ' PROVIDE 97 LF"OF 6"
D.I, WATER LINE BY ~ ~ ~u
J' ~ A ROCK CHECK DAM NEW 2" WATER LINE ~d ~ ~ J OPEN .CUTTING
NEW 6 WATER LINE HsE T {TYP.) {SEE SHEET 26) f ~
(5 OFF EOP) 17s T ~Q~~~~ NEW fi" WATER LINE
.r~ 14)36° SHB;
~ ~ °o NEW FIRE HYDRANT ASSEMBLY ~ (SEE SHEET 27)
NEW 6" GATE VALVE ~ BO
® ~ I ~ z ao ti r,,
~ ~ ~ ~ ~ ~
~ j NEW 4 WATER LINE ~ ~ ix ; 1 ~
~ {5' OFF EOP) r / NEW 6' WATER LINE , NEW 4' GATE VALVE 's~~ d1 U T~
{SEE THIS SHEET) ' . ~ BOX ~ s,~'~~pd = T ~rn
~ HSE ° ROCK CHECK DAM NEW 4"-45° BEND PROVIDE 77 LF OF 4" p 174 ° {TYP,) ~ NEW 4'" GATE VALVE & BOX ~ ~ ~ ~t ~
~G r ~ / D.I, WATER LINE BY p ~,f~, 1 / NEW 6"x4" REDUCER ~ U ~ o^ NEW q~" WATER LINE NEW 6"x6" TEE ~ ~ ~ o ~
OPEN CUTTING ~ s. s, . o HSE ~ ,(SEE SHEET 27) ~ z ~ Q
i' ~ 177 NEW 4"-45°BEND p f ~'~ac,4 >ct,~" ~ ~ ~ ~oE-~
~ . NEW 4" WATER LINE p`~' or~~ ® ~
~ (5 OFF EOP) ~ ~ C03 ~ r ~ ai W 0--~ r7C + ~r
2~ s,, f ,a~, ~,o,. r 1 CC ~ w a~u v=t ° o~
5E ~ ~ ~ Wr~~r
17~ / ~
C.7 C~ p J try ®rz Ul
( r~ ~ ! HSE a W a' pp ~
s'~ ~o ~ ! ~ 173 ~ ~~,c / Z°~J°
C ~ W
~ HSE EIPm , ~ ~ 650 B
y! ® . n n o' o /
1 1~'T ~ , ~ cry ~ ' dJ
~'s,, t 1
~°a ha d j s / 1 15' Grvl. Dr, w/ ~ ~ ® ~ -15' Grv1. Dr. w/15" RCP W ~ ~ ~
48„ sH` NEW 4" WATER LINE RC ROCK CHECK DAM (TYP.)
/ ~ >~.sp,. 4s" sHe (5 OFF EOP) 12' Grvt. pr. wt 15"' RCP ~ ~ CC
INSET 'o,.. ~ 4s'~ sH~ R/W Monument ~ 12' crv1. or. Wr15" RcP NEW 4" GATE VALVE ~ Q cPEO NEW 2" BLOW OFF ~
X J 95" Pine Row Ex. Fence / 22' bone. Dr. PP a o 8,~ ~ g Tree ASSEMBLY & BOX = ~
1 ~ w/1S" RCP RfW Monument HSE oc~ Q / HSE SHBs ~ 11378 rRLR ns24 ~ rer~ u~r2 TRLR ]ns~ rR~R 1127s ~ ~ Well .PROVIDE 5 LF OF ~ -
f ~ 650 \ 1B Sor1 Dr. w/l5 RCP ~ ~ a TR1. UJJ2 h.t:~ ~ ~ <C 'wt fPED ~ ~ rRt 1122 STUB OUT, THRUST ~ 6° Dogwood fin. ~ ~
/ 1&" Pine Row O , ~ 0.~ j` ~ ~ ~ 78" Ina Row SHE Row .Pine Row ~ ~ ~ ~ 72" Pfne QU - ~ ~ ~ I'~I APP 15+00 COLLAR AND CAP
~ , ~ _ ~ ~Y(~, , _ , RI~V~
! a.~ a _ - ti - ~ ,i ~ ~p ,gyp ~ - - _ _ - ~
/ ~ , oNle11
- - - RlW _ ~
RfW - _ ~ ' HSE HSE TRCR ,~ti'~
~Ol~,~ ~ rB° RcP p HSE 71217 11795 4 112.39
~1 \ C, 4J TRIR 11297 7RLR ii281
7RLR U397 NSE
~~,7~, EX. ~8" RCP TRLR ~+337 pf ~ 11313
.~t,~ USE CONDITION 2 EX. 18" RCP
SEE INSTALLATION DETAIL E p~, 1. USE CONDITION 2
c '2 c SEE INSTALLATION DETAIL .~f
~ NEW FIRE HYDRANT
~i ASSEMBLY ~ M
~ ~ ~ ~ NEW 6 WATER LINE ~ ~
(SEE SHEET 31) rPEas ~ PP w~Guys ~ \ TPEDs ® ~/PP ~9
o - / / ~ - -
' ~ ~ , ~ ~ 1
~ t~ w ~ i> r „ EX. EX. 36" HDPE
a~ NEW 6 WATER LINE { ~ CRO, CROSSING 11-A1 (WETLANDS)
~ S,~ ~ (SEE SHEET ~1) USE USE CONDITION 2 DESIGNED BY;
~1 ~Q~- SEE ROCK CHECK DAM SEE INSTALLATION DETAIL JC/EBM
~ i ` / / (TYP.) (DO m , n+cs NEW 6" WATER LINE o~ NEW 6" WATER LINE fD0 NOT DISTURB WETLANDS) DRAWN BY.
~;tyt; EBM Wetlands ~
~ tSEE SHEET 31) x {5' OFF EOP) wetlone PROVIDE 29 LF OF 4 0
o D.h WATER LINE BY 24" RcP PP wlGuys SILT f 1"PEas Woods SILT FENCE CHECKED BY. NEW 2" BLOW OFF WBJ
OPEN CUTTING woods {DO ~ ~ TPEDs~ ~ Woods ~ - / ii ~ \ (DO NOT DISTURB WETLANDS) ASSEMBLY A ~ d~ r PROJECT NO.:
o NEW & GATE VALVE & BOX - Rf~Y / 5+00 . 10+00 0 3050 •D-2
NEW 6x4 REDUCER
~ NEW 6"x6" TEE - ® 4 ~ I ATE D ----1- _ _ i --____...,.~--__.1~~ 18+0 --woods JULY 2011
lQ/~'~..,~~ NLS Cpl ~Cp i ~n a- ~ _ _ "-nT -T~-~ [try ~.4a~
~ ~ 24 RcP RIW - R/~gr SCALE,
~ ~ 6 ~ D( / ~ dl ~ / o a ° rn _ _ - _ _ HORZ:1" =100' 0 ~ „ _
I ~ ~ ~ p 1 m m N
C~ ~ f(~ N ti ~ L J _ _
~ N 12720 ~
U \\,Z / Y E irC HSE SHEET Je OF 41
~ Cr I~ 3414
oo0~Q) LF OF 411
Q) Q) O Q i N ~ STUB OUTtTHRUST'
COLLAR AND OAP
may

n n n n 1 ri out ern s i o 1 SEE E 1 ~y 581
„ i - 169 LF OF 12°' FUSIBLE PVC - PIPE BY HORIZ. DIRECTIONAL
' 235 LF OF 8" FUSIBLE PVC ~ 15 LF F 6" FUSIB E PV DRILLING
/ ,PIPE BY HORIZ, DIRECTIONAL ~ PI E BY HORI .DIRE TIONA ;I~
DRILLING e ~ fix. ~ DRILLING ~ ~ ~ f 200 / a , , d - e 25 25
va
~ ~ ~ MIN. 3' I\, I\ ~ MIN. 3 - - Ex. Grade - , ~ E Grade ~
~ COVER COVER ~ , v - / ~
o ~ m \ ~ MIN. 3'
N m r'" - e f _ ~ r - 225 ~ 95 - 225 _ 1 195 - COVER
t~ ~ ~ i i `ti I I u- f - _ ~ ~ 24 " RCP
~ ~ ~ 54 LF OF i ,
m I I „ z ~ 6 R.J.D.I.P. , Rc~ ~ I I I I ~ ~ - w 46)
~ ~ ~ ~ ii 463
Q , ~ ~ ~ 22 1 ~ 2 19 54 LF OF ~ i 2 ~ 2 275
, , ~ , 8" R,J.D.LP, i r ~ 50 LF OF MIN. 5' S0 LF OF
54 LF OF ~ _ - 12" R.J.D.I.P. COVER 12" R.J,D.I.P.
8" R.J.D.I.P. ' ' MIN, 3' NEW 12" R.J.D.I,
' MIN. 5' COVER
, ~ GOVER ~ a - 1 215 1 7 FITTING (TYP.} 27
1 1 i , , a
I 1 I h ~ h!
ue t-
I I I I
I I I I , _1 1 5 2 5 ~ ~r~
1 21 1
26+44 27+44 28+04 29+04 34+40 38+40 39+44 44+40 41+04 222+00 223+aO 224+00 225+a0 226+0O _
NOTE NOTE> NOTE
8" FUSIBLE PVC PIPE MAY BE SUBSITUTED 6" FUSIBLE PVC PIPE MAY BE SUBSITUTED 12" FUSIBLE PVC PIPE MAY BE SUBSITUTED W116" HDPE PIPE
~I12" HDPE PIPE W/8" HDPE PIPE
u n ii Ee ~ ~ 97 5 4 " SSE T ~
i
161 LF OF 12 FUSIBLE PVC -
PIPE BY HORIZ. DIRECTIONAL I -I
DRILLING ~ ' 1 ~ - 144 LF OF 12" FUSIBLE PVC I
PIPE BY HORIZ. DIRECTIONAL I
- 5 205 21 x 210 ~ ~ ~ o 17 I ~ DRILLING ~ 175 z ti
191 LF OF 12" FUSIBLE PVG Ex. Gr de ~ „ PIPE BY HORIZ. DIRECTIONAL_ - ~ ~ ~ ~L J ~ C N Ott
MIN. 3' ~ ti DRILLING ~ '0 \ /'O ~ C C
COVER m v ~ m ~ ~J ~ ~ ~ ~ v ~ N
e i m ~ ,
_ 2 25 ~ ~ ~ MIN. 3' ~ ~ ~ m 3 f ~ 17 o ~ ~
~ i-- I ~ - _ - 48" RC COVER ~ I ~ m c~ z ~
C'~ I I I C". ~ I I i ~ r h~ ~ ~
~ ~ ~ ~ _z MIN. 3 _ I i i I I 54 LF OF v: e 1 36" RCP i ~ ~ ~ ~1
~ COVER i 24" RCP ~ ~ cn 50 LF OF 12 R.J.D.hP. a
O - ~ 12" R.J.D.LP, ~ ~ ~ ~ ~ ~ MIN.3 195 ~ 200 195 200 . 1 5 I I ~ I I 165 ~t w F
U MIN. 3 ~ ~ COVER ~ ~ COVER NEB 12" R.J.D.I. _ U ~ - i b ` tWr3 ~ C)
FITTING tTYP.) 50 LF OF I CC
12'° R,J,D.LP. ~ ~ ' ~ ~ ~
54 LF OF ~ , i_ i ' ' ~ ~
12 R,J.D.I.P. 1 1 5 16 ~ ' , 5a LF OF 160 a
195 50 LF OF 12" R.J.D,LP. ~ ' ~ 12" R.J.D.LP. ~ ~ ~
, I I I I I I I ~ =W ~
I I I I ~ ~ ~ ~ L~
I I I I I I I ~ ~ 4) ~
I I I 1 ~ ~ 15 155 ~ 155 Q W
1 5
27+04 28+44 29+44 29+44 153+04 154+44 155+04 156+44 215+ao 216+ao 217+aa 21$+ao ~ ~ Q
NOTE NOTE NOTE ~
12" FUSIBLE PVC PIPE MAY BE SUBSITUTED 12" FUSIBLE PVC PIPE MAY BE SUBSITUTED 12 FUSIBLE PVC PIPE MAY BE SUBSITUTED ~ W/16" HDPE PIPE ~
~1t16" HDPE PIPE ~U116" HDPE PIPE
z
n u ~e it n ' I~ 7 .:e o er ~ 1 ~ 5
I I , I i
i I ' N ~ ~ N
~ ~ v 345: LF OF 8" FUSIBLE PVC a-~, ~ o PIPE BY HORIZ. DIRECTIONAL -
DRILLING
~ ~ ~ 2 0 215 ~ ~ ~ ~ N 7 270 -v 215 NOTE
m~ m ~ Q ~ a MECHANICAL JOINT RESTRAINED FITTING SHALL BE PROVIDED BETWEEN FUSIBLE PVC AND R.J,DJ. PER
~ I ~ , ~ 0 4 ~ DETAIL tSEE SHEET 41}. 11.25° FITTING TO BE USED
„ ~ M N. 3 ~ ~ ti aa% UNLESS SHOWN OTHERWISE,
221 LF OF 72 FUSIBLE PVC C VE m ~ ~ ~ PIPE BY HORIZ. DIRECTIONAL
6 ~ DRILLING - 21 ~
I -
~i Z 50 LF OF
~ ~ ~ ~ ~ ~ 8" R,J.D.LP, ~ , ~
O ~ ~ ~ ~ ~ ~ ~ ~ ~ I I I I 2 205 I I I I 260 205
o U o/ _ I I ~ ~t I I I I - l I
I I I I = l I I I
~ I n~ I I I I - I I I i i i i ~ ~ ~ ~ i i ~ 50 LF OF '
, 255 - 255 R.J.D.I,P. DESIGNED BY:
ti i i i i ~ ~ , i i JCIEBM
~ -I O ~r , i i i , ~ ~ ~ , i i DRAWN BY;
_ ~ IN.3 v _ -I EBM
~ ~ ~ i ~ ~ ~ COVER \ ~ ~ NE1N ~ ~ ~ i ~ ~ 4'T x i'W B j Culve t FITTIN( NEW 8" R.J.D.L FITTING (TYP,} CHECKED BY.
~ , ~ 1 5 WBJ
5 195 2 250 ~ I PROJECT NO..
~ I I ( ( ~ I I I ~o5a PD-~
I I 1 ~ ~ I 54 LF OF -MIN. 3'
~ 12" R.J.D.LP. I I 1 1 l I ~ COVER. _ _ ,DATE: ' JULY 2011 '

245 190 245 50 LF OF 1 SCALE,
~ ~ 12 R,J.D.I. . HORZ:1" =100''
~ - NEIL 12 R.J.D.I. MIN.S
° GOVER o ~ ~ ~ ~ ~ FITTING tTYP.) ~ ~ ( ~ ~u
Q~ c i , i , , i , ,
~ ~ 7~~ ~ 1R.5 ti ~a
o e ror I I m ea 6',..14+° SHEET OF 4 I
NOTE: I NOTE; I I ° o 12" FUSIBLE PVC PIPE MAY B SU SITUTE 6" FUSIBLE PVC PIPE MAY BE SUBSITUTED i
Q) 'I I I I 0 0 o ° `x/16" HDPE PIP W/12" HDPE PIPE
00 I 1 I I I 1 I o o 180
o0 Eo 235 235 ~ 180
~oQ-) o 97+00 95+00 99+00 100+00 40+00 41+00 42+00 43+00 44+00 44+00 45+00

i ~
n n I~ n 11 ~ s G SSI " SEE S ~ ®So e ell Church da
I ~ ~ I I ~ I
I ~ ~ „ I , I 1 I I
191 LF OF 12 FUSIBLE PVC I I „ 1 ~
N PIPE BY HORIZ. DIRECTIONAL 191 LF OF 6" FUSIBLE PVC 204 LF OF 4" FUSIBLE PVC
21 ~ R LNG ' ~r° 15 1 1 c DILL Ex PIPE BY HORIZ. DIRECTIONAL 1 PIPE BY HORIZ, DIRECTIONAL , z ~ ~ DRILLING ~
° ~ ~ DRILLING ~V Y C ~ ~
t W c v p I.1.1 fl a v -v a - w
~v oY N ~ a e ~ U ~ - m m - ,x. Grode N © I I o CC m N N `m
~ ~ ~ x, ro e- ~ a ~ ; m _ MIN, 3 - -
~r ~ m m~ 1 1 1 i5 21 Ov I \ ~ Q t~ C ER m m ,
i i i 136 ~ ~ MP - I
-I- -I _ ~ I i if i/i - I ~ ~ 48° CMPf tl , i
rn MIN, 3' _ ~ , i , I ~I 1 48~~ G i i
COVER ~ ~ ~ - ! - - - C3 ~ - , i
z 5 ~ 1 1 _ 205 NEW 12 R.J.D.I. _ 50 LF OF MIN, 5 17 MIN. 3' 17
I I I I T ~ 6" R.J,D I ~ ~ FITTING (YP,) ~ • •P• COVER 50 LF OF 50 LF OF ~ COVER I
I I I I ~ NEW 6" R,J.D.I. 6" R.J.D,LP. 4°' R.J,D,I,P. I I I 50 LF OF
~ ~ - U t~ FITTING tTYP.) I I 1 I U NEW 4" WATER LINE ~ ~ I I _ 4" R.J.D.I.P.
5 5 20 17 17 200 7 17 ~ ~ ~ ~ 17
50 LF OF MIN. 5' ' ,
~ - - NEW 6 WATER LINE 12" R.J.D.LP. ~ ~ COVER m
y :
t
NEW 12" WATER ~ ~ , 1 7 17 1 5 LINE 1 1 ~ 1 ,
~ ~
I I I I ~ ~ I ~
i I ~ I ~
I I I I
I l I I 190. 165 165 ~ 1 i ~ ~ 1 1
190
31+00 32+00 33+00 34+00 10+00 11+00 12+00 13+00 4+00 5+00 6+00 7+00
NOTE NOTE 12" FUSIBLE PVC PIPE MAY BE SUBSITUTED 6" FUSIBLE PVC PIPE MAY BE SUBSITUTED NOTE> 1- 4" FUSIBLE PVC PIPE MAY BE SUBSITUTED ~ r~
Wl16" HDPE PIPE WI1O" HDPE PIPE W/Fi" HDPE PIPE
u u ~I ai
Ygyp~~/-~! u~ o 9 1N 5 e ®9 i 14i
N ~ I N z
J _ a
~ c c c °t NC _ ~ N p Q 0 0- p ~ ~ w rV N N rV
C C p~ ` 0 _L-~ L t ty m ~ ~ k ~ ~ c~
~ ~ ~ ~ ~ ~ ~ a ~ 5 3~ 17 5 m~ m m ,
175 ~ m 191 LF OF 12" FUSIBLE PVC'
I m ~ -PIPE BY HORIZ. DIRECTIONAL 186 LF OF 6 FUSIBLE PVC
PIPE BY HORIZ. DIRECTIONAL DRILLING f' ~
I DRILLING I I ~I f I I i ~ i i EX ra,,,... i ~ i i eta p ~ Y f
L 1 L~~
170 5 _ 10
r ~ w
MIN, 3' F~ ~ ~ ~ _ ~ ~ I I
COVER Q e c~ r I i ~ ~ MIN. 3 ~ i I~ 4x4 Box i - - ~ ~
COVER I Guwert ~ ~ ~ C'3 - i , I i i ~
165 ~ I I 165 ' _ 245
~ I I I ~ I I I I ' ~ c ~r~ ~ ~
o ~ _ I I ~ i I I ~ ~
~ ~ U I IN 5' I I I MIN, 5 1 M COVERT. ~ ~
50 LF OF COVER 50 LF OF 50 LF OF 50 LF OF _
„ 6'° R,J,D.LP> " ~ ~ ~ 12" R.J.D,LP. 6 6 R.J.D.I,P, 1 12 R.J,D,I.P. 1 I.P.- q° ~ ~
I NEW 6" WATER LINE ~ ~ _ NEW 12" R.J.D,L ~ , a~
-~„r,, -f- _ _ FITTING (TYP.)
I I C i I 1 I I ~U
155 235 I r- 155 NEW 12 WATER ~ , 0 U
LINE
I I I l I I I Q
I ~ I I I I I 1

I I I I I I I ' ~ 1 230 ~ ~ 2, 15
61+00 62+00 63+00 64+00 65+00 126+00 127+00 128+00 129+00 130+00 130+00 NOTE
MECHANICAL JOINT RESTRAINED FITTING SHALL BE
PROVIDED BETWEEN FUSIBLE PVC AND R,J,D,1, PER
NOTE NOTE<° 6" FUSIBLE PVC PIPE MAY BE SUBSITUTED 12" FUSIBLE PVC PIPE MAY BE SUBSITUTED DETAIL tSEE SHEET 41>, 11.25° FITTING TO BE USED UNLESS SHOWN OTHERWISE.
Wl1O" HDPE PIPE W/16" HDPE PIPE
r
t~}
U
C7 fl I

0
I
v
v
i DESIGNED BY;
~n JCIEBM
v v DRAWN BY:
r EBM'
Q CHECKED BY;
i WBJ
A PROJECT NO.:
a 3050 °D~2
DATE;
JULY 2011
~ ~ SCALE; HORZ,;1" =100'
Ri ~
O ~ ~ ~
q L
\1 ~ ~ v
r~ I asn ~a
U SHEET 34 OF 41
ooo~~
O L
V) q C~
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l 1
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r ° 1
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I I ~ ~ I
I
' EDP I „ 10 x12 x1 THK.
I I NEW 12 GATE VALVE & BOX CLASS °B' RIP-RAP
I I ~ ROCK CHECK \ NEW 15' CANTILEVER SLIDE GATE
I DAM ~
u ~ x ~ ~ 28' OF NEW 18" ~ RCP t~2.57i.
i' I 1 Wet(ands~ ~ ~ ~ ~ R
I I 24x50 STONE CONSTRUCTION ~''Gy ~ x I ,ENTRANCE
i \ ii I ~ NEW 12 WATER LINE
I ~ ~ ~ CONTRACT II ~ ~
woods o tSEE SHEET 6) ~ ~ ~v. ~
, o o _ I
.
rr , t ~ ~ _ ^ lNV. ItJ~~~. ' ' ~ ~726U, ~ NEW 12" WATER LINE nits o• o ,
~ ~ ~ ~ ~ ~ CONTRACT 0, , - 4 O ' a ~
r~M : ropof~1P ~ •o ~ ~ tSEE SHEET 5} N~ 768893,3090 ~ ° ° o
E 2288029.3710 ~ 4 0 a o A o `
Elev.: 173.73 ~ ~O . ~ ~ ~ ~ , o ~ oa`q o
i ~ \ I ,~n,/ o o ~ o ~ ,.`i.~X~ /J~"
NEW 15' GRAVEL DRIVEWAY t6" THK.) / o. °,a ;o ° ' ~ _ / ~ {
/ ~w d
7 ~ ~ Q ° 00 ~ ~ l!! p~aoa p0 •a ~ l l ( ~~l ~Q •d ~ J J C7
; ~ / r + CL
h ~ ~ / a ~ y~\ vJ I\\\ ~ ~ 1 / T+' ~ ( r 1 1 / E(P~ C.7
II 0 ~ l w00dS r ~ ~ \ r" 11 / / NEW 12 90 BEND ( ( •5~ R NEW 12 GATE / ~ r
r / , ~ r VALVE ~ BOX / ~ ( (
woods / ~ ~ / 4 DRAIN TO r ~ ~ , ' ( ~ r ~ ~ ~ ~
j ~ ^J ~Q°1 ~ ( ~ / DAYLIGHT ~ ~ ~~j~~ ( ~ ~ _ ~
~r ~ / cn (
0 ~ r \'y l ~ ( ~ NEW 4' G~ONG~~SI AL'.K w ~i,~, ( ! ~ ( ( ~r/ e 4u
- ( j 1 ~ ~ `'r,, ~ ( w~ w ~
l ~ j l~ l C3 1 p ( / ( ~ SZ ~
l ~ ~ ~ ~ , r ( Q
~ ~ SILT FENCE l,` ( ~ i;, ~ r ; r r
~ ( ~ ( ~ r~ Z i W 12" 9O° ~ ~
NE ( r. ~ ~ 3p%' ' BEND ( ~ i Pro ert of ~
Mg~~~ 1' ( l p y SILT FENCE OUTLET ~ T,, ( ~ ~ Joyner, Morris Ear( ~
~ , `t ( ~ ~ PIN 27860081509 ~ ~ Cdi
NLS 4t ~0' t DBE 1083 PGA 857 ~ c ~ f ~ , C~ ( C7 _ ~ C7
+~S 1 ,l ~ ~ , Woods ~ ( , ~ 1 ~
~1 rah, ( 1
~ ! ( i y,'`~ ~~lf r (L 1 { ~ oc ~w
~ ~f~Op j ~ ( ( ~
~wS
f (C~ t ~ ~ t /.*sr° ( ( ERIN ~ ( ( ~v
~ ~ G tl ~r 1 t`3,~ ~ x ~ Mf ~ ~ i r~ 1 a
AMMONIA FEED BLDG., r~ ~ ( ( c~
~ N .5' S 5' LONG. PAD ~ ~ ( ( ~ 0 S x. ~ ( , ~
tALTE ATE, SEE SHEET 35B) ~ ~ ' + 14~' i ~ ~ ( ( ~ ( ( ~ Q
~ 1' ~ ( ( w
1 ( NEW BOOSTER PUMP ~ ( 1 I
~ STATION tSEE DETAILS i ~ 1 ( ~ f P r ~ ( { (
SHEET 35a) ~1 1 ( /
NEW GHAINLINK t 1 ~
° ( ( 1 r ~ FENCE t5 INSIDE PlL) ( ~ a
' ( ( " ~ Woods ( t
~ ~ ( f ° ~ i t ( 1
/ ~ ~ ° ~ ( 1 a i (
( ~ ~ ~ ( 1 I I ~ ( 1
( (
~ ~ ( 1 1 Property of „ 1 (
~ ~ ~ Barnes, Carson 8. ~ ~ 1 ( & whrt(e , Max°ne E. ( (
b PiN~ 277600182564 ~ EIP I
DBE 995 PG~ 5QD
U ~ PB~ 71 PG~ 159 0 ~ ~ w
i ~ C
0 r ~ ~
1 ~ ~ ~
~ l
G^~ 7 DESIGNED BY:
U JCIEBM .
~ ~ i "DRAWN BY:
~ NOTESE I EBM'~
"CHECKED BY.
~ 1. A N ALL SITE PIPING SH LL BE 12 DUCTILE IRO , WBJ
o UNLESS OTHERWISE NOTED. PROJECT NO,. "
c~ 2. GRADE SITE TO MAINTAIN POSITIVE DRAINAGE 3050 -Q-2
AND SLOPE AWAY FROM STRUCTURES.
1 s DATE; JULY 2011
j ~ 3~ SCALE 1"=20'
SCALE, AS NOTED

U ~ I
~•I ~
~ C ~ B)
a1 r A J
O U SHEET OF I
I U)
D ~ ~ J e
O O i ~d ~
~Q 0~4 OO E\
~(,\I (1) cy-)

SOUTHERN NASH MIDDLE SCHOOL
CONNECTION NOTES
NEW 3" METER ~i
1, NO CONSTRUCTION ACTIVITIES TQ BE PERFORMED ,
OUTSIDE OF RIGHT-OF-WAY ON SCHOOL DAYS WITH NEW 4x3 METER VAULT
THE EXCEPTION ON THE METER. VAULT, 1 NEW 3x4 EDUCER cn
NEW 4"x " RI EW 4"x "REDUCER ~ ~ Q
2. CONTRACTOR SHALL CONNECT TO EXISTING SCHOOL Landsca in , NEW 4"x4" EE P 9 NE 4"x4" TEE
DISTRIBUTION SYSTEM ONLY AFTER TANK AND WELL NE HAVE BEEN DISCONNECTED FROM QISTRIBUTION f w
SYSTEM. CONTRACTOR TO COORDINATE WITH NASH
COUNTY AND NASH-ROCKY MOUNT SCHOOL SYSTEM, Woods ~
3. ALL INFORMATION SHOWN OUTSIDE THE RIGHT-OF-WAY
IS APPROXIMATE AND HAS .NOT BEEN SURVEYED. 0.1
CONTRACTOR TO VERIFY LOCATION OF ON-SITE UTILITIES AND ANY POTENTIAL CONFLICTS. PLEASE COORDINATE
~ WITH ENGINEER IF ANY CONFLICTS ARE FOUND, 01 ~
1 ~ NOTE
Woods
PROVIDE 40 LF OF NEW ANY ROADWAY GROSSING MUST
4" D,I> WATER LINE BY BE CONSTRUCTED AND COMPLETED
GPEN GUTTING DURING NASH CO. SCHOOLS WINTER BREAK. THIS SHOULD BE COORDINATED
Pi PROVIDE 10 LF OF WITH THE NASH G0, SCHOOL SYSTEM.
12 12" STUB OUT, THRUST NEW 4'° GATE VALVE
GI .COLLAR AND GAP ~ BpX - N ~u .-n
NEW 4"-90° BEND
NEW 4" GA VALVE & BOX N ~J ~ ~ NEW 12" GATE fl ~ NEW 4"-45° BEND s v
r.:~ Q V VALVE ~ BOX w' ' rte., _ r
NEW 4 -90 BE r
APp~O , X. ,
SOUTHERN ~'l'. PP - ~ ~ 2
NASH SENIOR PP NEW HIGH SCHOOL NEW FIRE HYDRANT p~`
ASSES frn ASSEMBLY ~ Gatepost ~ ~~pra Woods
~ P NEW 12"x4" TE
METER ~AU~T DETAIL ~ FN #7
- n i ~ Rr;'y SCALE 1 ®20
n ~ Gafep/as~ ~k' `gdn~tar
~ Landsca in ° p g ~k w S~~'@r Fh'
~ {I i
~ a NOTE> ^ I NEW 3'x4' METER VAULT / er ~"'s ~°tor ~%ne
~ ~ tSEE DETAIL THIS SHEET)
ANY ROADWAY CROSSING MUST l ~ NEW 4"-45°BEND
o BE CONSTRUCTED AND COMPLETED ~l ~
DURING NASH CO> SCHOOLS WINTER BREAK, THIS. SHOULD BE COORDINATED
° WITH THE -NASH GO. SCHOOL SYSTEM, d
° NEW 4" GATE VALVE ~ BOX CONTRACTOR TO LOCATE AND VERIFY ~
PROVIDE 40 LF OF NEW NEW 3'x4' METER VAULT 4" D,I, WATER LINE BY SIZE OF EX, ON-SITE WATER LINE, _ T
NEW 4 11,25 BEND (SEE DETAIL THIS SHEET} OPEN CUTTING I Asphalt CONNECT NEW WATER LINE BY PROVIDING ~ ~ Parking Lot ~ U ~
ANEW 4x4 OR 4x6 TEE AS NEEDED. ~ ~ ~ ~
NEW 12" WATER LINE - HATER LINE ~ ° c'~„1 ~ s
tSEE SHEET 12} .T 12} ~ ~ tt
e Tree SOUTHERN ~ ~ ~ Z
NEW 12"x4" TEE
I NASH MIDDLE ~ ~ C) ~ J SCHOOL ~ ~ ~ ~ ~
Woods- ~ ~
. _ C?1 Woods l ° Tree ~ C~ ~ ~ ~ ~ ~ ~ ~ ~
'~.1 a _
C) ~
W .cation} rox• PROVIDE 18 LF OF NEW ~ ~ ~ ~ I Asphalf Dr.
Line (ApP 4" WATER LINE BY Water` Tree ~W
~x• o OPEN CUTTING TPED - F~~, ~ ~ ~ ~ ~ H
Tree o CONTRACTOR TO LOCATE EX,6 PP wicuy Landscaping , ~ w t~ -3
WATER LINE AND CONNECT NEW 4" & Sign ~ ~ ~
WATER LINE BY PROVIDING A NEW I q~ w ~
6"x4" TAPPING SLEEVE & VALVE ~r ~
Q
U _
Landscaping
Tree ~ ~
o ~ / l ~ ~
Tree °
Woods
d d ~ Tree ~ ° Tree
~ '
NEW B" WATER LINE
(SEE SHEET 8}
Tree Woods
Asphalf Parking Tree o
Lot
o, ~ Asphalf Parkr~g '
a ° Tree ~,i Lot ° Tree
U
o m .,~G+ L r~r
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0 ~A
SOUTHERN NASH MIDDLE SCHOOL
° NEW FIRE HYDRANT ASSEMBLY CONNECTION NOTES
a~ ~ t NEW 12" GATE VALVE BOX 1, NO CONSTRUCTION ACTIVITIES TO BE PERFORMED
OUTSIDE OF RIGHT-OF-WAY ON SCHOOL DAYS WITH DESIGNED BY;
cn / o e THE EXCEPTION ON THE METER VAULT. JC/EBM
Tree f I ~ _ Asphc Asphalt Dr, DRAWN BY:
2, CONTRACTOR SHALL CONNECT TO EXISTING SCHOOL EBM
DISTRIBUTION SYSTEM ONLY AFTER TANK AND WELL
HAVE BEEN DISCONNECTED FROM DISTRIBUTION CHECKED BY: SYSTEM, CONTRACTOR TO COORDINATE WITH NASH
q r COUNTY AND NASH-ROCKY MOUNT SCHOOL SYSTEM. PROJECT NO.;
a ~ PP ~ it Woods PP ~ 3, CONTRACTOR SHALL LOCATE AND REMOVE FIRE 3456 •D~2
~ li
~ II ~ ~ II HYDRANTS (2} ON SCHOOL PROPERTY COORDINATE WTIH DATE;
li ~ ~ Woods Aspha(f Dr. I ~ ii NASH COUNTY, JULY 2411
ii NEW FIRE HYDRANT ASSEMBLY SCALE; 4, ALL INFORMATION SHOWN OUTSIDE THE RIGHT-OF-WAY HORZ.;1" = 40'
cv ~ ~ it NEW 8" GATE VALVE I~ BOX IS APPROXIMATE AND HAS NOT BEEN SURVEYED.
c~ i n fl Woods GONTRAGTOR TO VERIFY LOCATION OF ON-SITE UTIL1TlES
~ ~ II AND ANY POTENTIAL CONFLICTS. PLEASE COORDINATE
RZ ~ J ~ - WITH ENGINEER IF ANY CONFLICTS ARE FOUND.
. a ~n
o~
SLASH METER VAULT SLAMS METER VAULT SHEET 00 OF
O o 0 0 40 20 0 40 80 120
0 0 0 40 20 0 40 SO 120 0o Lo °
00 0 o
0 0 o'. SCALE: 1® 40 Q) DO SCALE{ 1 - 40

a 113
rt 0 ~ ~
o,~
1162
1162 _
Str I~
a '~k/q na
Rd ~ ~ 113 W ~
Rd.
1135 114
a
a w = t-
11 _
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Vi ~ ~ lam/ 'V fQ ~ Y v/1 ~ V! ! I
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~ ~ ~ ~ z
~ ~
~ ~ ~ nc 1--
~ ~ ~ ~
~ ~ ~ ~w
~,~r~
~ SR 11 SR 1130'', _ _ v : ~~._----~a SR 1109 u' ~ u CJ ~ ~
_ ~~v II II cry
1 1109
09 CROSSRQADS
P,,
2~
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i,, ~
~ v
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i ~
~
s- r
fY
SR 1960
BULKHEAD
1174;
Fed Stone ~ Rod CR~SROAaS
~ 1107
N
c
a C ~
I x ~,7 _
i1 110 ~
~
~ 110 1100 DESIGNED BY;
. o _ a ~ 19,~ j JC(EBIVe
1500 750 '.n o 0 1500 3000 4500 ~ 1968 t . i DRAtNN BY.
t Pine S1. p ~ ~ a one ~e S
~ o ~,ne 5 p` 1968 SCALE 1- 1500 c: ~ P Daniels t. O St. Dr.
Main 199 1961 O ~dlesex St. 1968 CHECKED BY. WBJ .i
~ ~ 1 A(onza
O a Ln. 1945 ~ 1105 o, 2101 _ PROJECT NO.:
197 ~ ~ 3050 -D-2
~ ~ ~a s ~ '~a ~ ~ 1105 ~ 2103 ~ DATE; ;
F~ Ofd Midd~~se~ i
_ ~ I10~, a Stott Rd. co ~ Middlesex o 196 JULY 2011 SCALE ~ ~~,e Rd. AS NOTED ,
~I ~ ~ Old o ; 4f' ne ~ 1971 1967. i ~~o
O I - - a- N ~
~ ~ ~ ~ ~ ` ~ °
4.
SHEET 9 OF 1
NOTE:
CONTRACTOR TO LOCATE AND REMOVE POST HYDRANT, 3" D.I. PIPE, 0 0 0 ~ m
0 0 ; CN o AND 6"x3" REDUCER AND REPLACE WITH FIRE HYDRANT PER DETAIL 1
ON SHEET 40. CONTRACTOR TO VERIFY THAT ALL EXISTING PIPE AND
~ oo ~ APPURTENANT ITEMS TO REMAIN ARE DUCTILE IRON AND A MINIMUM OF 6°. )F 6 0

i
SEE VAL' SEE VALVE BOX
INSTALIA INSTALLATION
4" MIN. FINISH GRADE
PAVEMENT PROV@E 4 MIL POLYETHYLENE
1'-0" STREET RIGHT-dF-WAY 2 RINGS OF °3 REINF ' AROUND PIPE TO PREVENT ~ CONC. FRDM BONDING TO PIPE. „A" . ~ Z
aRIE~ BAR AS SHOWN I 1. PROVIDE VERTICAL EXTENSION AS NEEDED , ? ~ PIPE &
TO SUIT EXISTING GRADE. 2. EXACT LOCATION OF FIRE HYDRANT SHALL I VALVE " ~ ~ ~ ° r CONC. (fJ w
BE DETERMINED BY THE PLANNING AND DEVELOPMENT DEPARTMENT ON SITE. A A 9OA BRASS FITTING BOX 'ACNE 1'-B" GREATER THAN QUT- ^ ° ' ~ BOX THREADED COUPLING SIDE DIAMETER dF PIPE j ~
3. CRNTRACTOR MAY USE R.J. FITTINGS, IN LIEU OF THREADED RODS, AS APPROVED BY ENGINEER. ~I!°AT'' Z" BRASS LINE TAMPED AT TOP OF PIPE 'AMPED ~ 4"MIN. ~
MINIMUM 3D00 psi ~ BACKFIII CONCRETE PAD IACKFIII CONCRETE BLOCKING
i PLACE 2'x 2'x 6" CONCRETE PAD MIN. 1!3 C,Y AT ~ .~A~~ 3000 P.S.I. ~ , R' ~ ~ SECTION "'A-A"
If VALVE IS IdCATED IN A PAVED 15"MIN. FIRE HYDRANT PUMPER 14" DIA AREA IF NOT, A PRECAST CONCRETE 24" MAX, NOZZLE Td BE ° s P
COLLAR MAY BE USED. SEE NOTES 2-6 PERPENDICULAR 23" 4IA. 2" GATE VALVE C< d MIN. TO STRE£t ~ , . > > Y ~ 2" THRE 2" THREADED BRASS CONC.THRUST BLDCK
?L6N PIPE i01 PIPE 1012" IN LENGTH? 4 MIN 9D' AGAINSTOFIRM POURED UNDISTURBED EARTH 3pD0 P.S.I. CONCRETE
~ - ~ CORPORATION STOP ri~r 2 RINGS dF °3 REINF ~ ~ ~ OR WATER DISTRiBCTION MIN, BEARING AREA Of UN-
BAR AS SHOWN SAND FILL o ~ SERVICE SADDLES, DISTURBED EARTH REQUIRED Td HOLD LINE IN PLACE fOR FITTING AS LISTED
3' MINIMUM PROVIDE ROCK SPILL FINI5HE4 10 ~ VALVE BOX 6" GATE VALVE C4VER+~ AROUND WEEP HOLES _ _ . _ - _ _ GRADE IN CHART. ..A..
~t - , ~ '.y
5/g" THREADED RODS c SO. FT. BEARING AREA
(EACH slo£a _ WATER MAIN I _ 2.. I_i ~ " -I~ FITTING 4" RIPE 6" PIPE B" PIPE 12" PIPE
a 8" PIPE r ° 1i' I - e ro ~ gi ~ VALVE BOX gD° BEND 1 3 5.S 4p.6 -0.E. pR TEE 1 2.5 3.8 31.5 G.,
HYDRANT TEE - SLOPE TOP OF CONC. 27" DIAMETER 1'-2" x 1'-2" CONCRETE PAD TO BE POURED TO PROVIDE DRPlNAGE lei OTE ON .TES, 45°OR LESS 1 2 3 22.1
SO THAT NO FITTINGS OR FLANGES ARE FROM HYD. DRAIN COVERED, SECTION A-A 1'-2" x 1'-2" CONCRETE PAD TO BE 1, BI 1, BLOW-OFF ASSEMBLY FOR 2" MAINS ARE TO EXCAVATE AS NEARLY VERTICAL AS POSSIBLE ~ ~
POURED Sd THAT Nd FITTINGS OR BE FLANGES ARE COVERED. THIS W>LL T} BE CONSTRUCTED AS A CONTINUATION OF THE. MAIN WITHOUT THE SERVICE SADDLE AND
APPLY TO ALL VALVES AT PLL W LOCATIONS, MINIMUM COVER MAY BE REDUCED WITHOUT THE CORPORATION STOP. ;a
TO 2'-8" IF D,LP.IS U5E0. CI IN 2. CORPORATION STOP'SHALL BE LOCATED IN TOP OF WATER MAIN.
REVISIONS
REVISIONS REVISIONS REVISIONS DATE DESCRIPTION DATE DESCRIPTION DATE DESCRIPTION , > ~ ' 1 I l i DATE DESCRIPTION
~ ~ V • _
~1 4 I T PIPE ENDS
NAS N _ STD. No HASH COUNTY STD. N HASH COUNTY H COU TY 40 NOT TO SCALE 40 NOT TO SCALE 40 NOT TO SCALE STD. N NASH COUNTY sTD. No. SCALE 40 NUT TO SCALE
STANDQPtDS ST~NDA~8D5 STANDARDS 1,01 1.02 1.03 STANDARDS 1.04
W
' CONCRETE THRUST B UNDISTURBED COLLAR (3D00 P.S.L) Q R5U~SSELL MBX 1
FINISH GRADE SOIL 1'-4" MIN. 'C" -1~1= I -111 I-1 ,-1 I III=_;=_~II~ ~III~II=_ ~ 111 • ~ 6 78°~;~`A" METER ~
0 1 =If711 IIl 'i ~-I(I Ilr;l! ~ ~G ~l_ II II - iGUCu CONCRETE THRUST BLOCK Q
I „ I I „ i' P-0" MIN. REIN FORGING • ~ • G D.LP. 0~~~ 4 5 U BARS -+Flr TRENCH WALL MAIN U
4 °4 GROSS BARS ANCHOR RING • ,I) D.I,P, aI ~ o,. N~NN CONC. THRUST COLLAR MECHANICAL JOINT CAP _
~1- i ~_(Ir-Ii~~. MAXIMUM ANGLE 3d° TRENCH WALL ,..--TAMPED BACKFILI 5 FEET WATER METER DOUBLE ' ~P[ ~ 5 FEET (MINIMUM) n 6~/ "x 13~f6' CHECK ~
I I I ~ .II- I-II I I I ~ ~ ~ I I ANCHOR RING ~II_ I I-11-; ~ _IP.- I SPENING METER VALVE ~ ~ W STOP
II _ _ it 1-III=III-111~111~11011°III,;,I10_~`I10~ SECTION 5'MIN.
1 I _ - _ _ - _ - - ~ UNDISTURBED II III - Still D.LP. D.I. PIPE ~ 0
IhIl~l~ll~1~~ ~ ~ s • ~P Ii~ TO WATERMA}N ° ~
° ~ . Q D _"I_ o, 8° / z • rl.l I . s~~, r~~E ' ~ I_If ~ ~ (13 tl! ~ III w
~ ~ ° .,1. - THREADED RODS ° . m tEAGH 51D6) ~ ° ~ ~ ° Il I°~ ~ ~ ~
SECTION "C-C" NOTES ~ ~-~:~-9 ~ °o p Z CORPORATION STOP W
6" TOTO i6" MNNS•12-N0.7 BARS ¢ L " 20" TO 38" MAINS•12-Nd.B BARS ° n ~ AS SPECIFIED ~ ~ r' 'C~ o
BARS PLACED AS SHOWN i 1~0-1! 1-1 n- i I-1 I I 1 i I-01~ O i-1-11-1!=1 i 1-0-1 O 1=1 I h 11 RE~I~RCING -III-III-III=1 -I(I !I-III-III-III-III II---Ilf-lll-III-III~II SIZE dF CONCRETE BLOCK OR CUBIC D.1. PIPE P-2" x 1'-2" CON( L_ii~lil~ir~il~ir_ni; iii-~_Ii~iil-lit-ili-li~iii ~ ~1i-111 I / ~ I~ CC -III-III-III-I I I~ I I-I I1=1, I-III-I 11-~ I I-I 11-I I1=1 I I-I 11=1 ~ hI I I-I I
- P-2" x 1'-2" CONCRETE PAD UNDISTURBED ~ ~ W ~
FEET OF CONCRETE VERTICAL BENDS-THRUST 1J0 P.S.I. TO 8E POURED S TOTAL RADIAL THRUST T SCHEDULE 5 FITTINGS QR FLAP ~ ~„r--~ - TO B€POURED SO TWAT N4 SOIL ~ FITTINGS QR FLANGES ARE " , ~ ~
W TOTAL RADIAL THRUST -IBS. THREADED RODS(EACH SIDE) COVERED EIGHT, C.F. OF CONCRETE 15O ANGLE PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR RING RING REOLNRED COVERED fig,
4" PIPE 8" PIPE 8" PIPE 12" PIPE it ~/q' BEND 750 950 1,704 3,500 A B G ~ ~ ~°7 ~ ~ v>
6",8°,12" 1'-D" P-0" 2" ONE 22%q° BEND 1,000 1,800 3,040 7,SOO i6" i'-4" 1'-0" 2" ONE NOTE NOTES WATER ~
30• BEND 1,250 2,500 4,000 9,500 THIS OETaL 5HA 2©" 1'-4" P-0" 3" ONE GAPPING. PERMM THIS DETAIL SHALL APPLY ONLY TO TEMPORARY ~ MAIN ~ ' V3 GAPPING. PERMANENT DEAD END LINES TO BE '
24" 1'-4" P-0" 3" TWO EdUIPPED WITH E EQUIPPED WITH BLOW OFF ASSEMBLY. -I SERVICE SADDLE - ~
30" 1' 4" 1' 2" 4" TWO 36" 1'-4" 1'-4" 4"' TWd Q
w ~
z U I ~
0
REVISIONS REVISIONS REVISIONS REVISIONS DATE DESCRIPTION ~
DATE DESCRIPTION ~ ~ DATE .....DESCRIPTION DATE DESCRIPTION ~e a ~ m r
I ~ I ..SSE
5 6 u~ ~°r 7 STD, NO STD, N N T
HASH COUNTY NOT TO SCALE HASH COUNTY NOT TO SCALE HASH COU Y 40 NOT TO SCALE a~a ~O SCALE STD. N HASH COUNTY 4,0 NOT TU SCALE sTD. No
sTAa~DA~DS 1.05 STAFiDA~tDS 1,06 sTA1dDA9tDS 1.07 STANDARDS 1.08
° vaRl£s I
~4„ ffi i4 I ~+~e ~j \ ~1 I~ I-STEEL SPIDER ASSEMBLY REQUIRED GRADE A5 SHOWN PER JOINT dF CARRIER PIPE AS NOTEO~ NEW PIPE LINE NEW PIPE IiNE
5 ~,@ `y Y of VARIES to METER - ~ ~yp'~ L r=1 AVM T I~ STEEI ENCASEMENT PIPE A 12"` ~ ° tit '~g~~ r3° P E EN is Ii=11wCL~~_ f=il~lh~, A 12"` ~ M
LOCK ~ t~ 1 ui to O CAP VARIES ~I ~~Ilrin~ STATE ROAD It-~--~------ X12" - j 14 LF MIN. 3' TYP. MIN CULVERT -
I STEEL LID ~ ~ ~ .ti 0 I A tt a/¢" STEEL PLATE - SILT FENCE ULVERT REO'D PROFiI~ I.
0 - PULL SLOT !2> S i STRAP y - covER ~ - - _ _ _ _ _ _ _ _ _CL_GARRIER PIPE '
-SKID RESISTANT ~ _L..- ~ y ''O s ~ ~ SURFACE y f yy Il 1 COND~T~QN ~ #24" MIN FOR CROSSING
0 ~ ~_O_ ~ EXIST. y ~ O MIGHTRIWEIGH~L BE GROUND y~ yy - PIPE LINE OVER CULVERT dF sANITARY SEWER 14 LF MIN.
6" STONE STANDARD BRICKS ~ y POLYMER CONCRETE ? ~I .BASE S,rs, , ENCASEMENT PIPE 2-314" x 4'" BOLTS 1D 1Q" CASING END SEAL REO'DFENCE
ELEVATION 5 MIN, 2' -6' MIN. WI WEX NUTS EA 0 ~ 51D£ OF SPIDER CASIN SECTION GRADE
0 NOT TO SCALE s AS NOTED NEW PIPE IiNE CULVERT TO SCALE
O r STATE RDAD ~ DESIGNED BY:
ti STEEL ENCASEMENT- 3' TYP. NEW PIPE LINE JCIEBM 'EEL ENCASEMENT TyP, CULVERT
0 30" NEW WfiTER MRI PIPE 0 NOTES STEEL PLATE 3E 3/8° #24" MIN. UNDER CULVERT 'EEL PLATE A~x~/e" STEEL PLATE STRAP PLAN PROFILE DRAWN BY'
1. PIPING TO BE BRASS & COPPER TUBING AND SHALL BE SHOE I EOUIPED W/ ANGLED CHECK VALVE OUTLETS & BY PASS IdE Yr caNDlTlo~ ~ EBM
~ FLANGED BALL VALVE WLETS. f 2. PRECAST CONCRETE BdX WI ALUMINUM ACCESS HATCH NOMINAL MINIMUM WALL MINIMUM WALL NOTES *24" MIN FdR GROSSING PIPE LINE UNDER CULVERT dF SANITARY SEWER M CHECKED BY:
O WILL BE AN ACCEPTABLE ALTERNATIVE WITH APPROVAL OF ~ MATER ENCASEMENT THICKNESS NCOOT THICKNESS RAILWAY ~ THE TOWN. NOTES, SIZE SIZE CROSSING CROSSING 1. "A" = 8" FOR PIPES 14" AND UNDER A x s " THK x 3fp" THK 10 TONS CLASS 8 WBJ
O 3. TO ENSURE POSITIVE DRNNAGE,THE VAULT SHOULD BOX ~ METAL PIPE SUPPORTS SHRIL 4 NONE "A" • 12" FOR PIPES i6" AND dVER ~ O BE TIED INTp THE EXISTING STORM DRNNAGE SYSTEM STEEL PLATE fEEI PLATE RIP RAP REO'D T MIN. FROM WINGWALI
WHEN POSSIBLE. 6 EUCAARIER PTPED~ITH~IN 6 12° 0.1B6' 0,188' 2. ENTIRE PIPE SUPPORT ASSEMBLY TO BE ~ MdUSE HOLES (2) THE CASING PIPE. a BITUMINOUS COATED AFTER FABRICATION. ~ 4" x 4" OPENING DIMENSIONS iINCHES) 8 16, 0.250" 0.281' - - - CULVERT PROJECT NO.: AS NOTED OCK CHECK DAM RADE CONC.ENCA5EMENT 3Qjl]•D•`~
WI 4 x 4" KNOCKOUT a „ SEE DETAIL 4 THIS SHEET t0 20° 0.250, 0,312, O ABOVE OPENING A ; 18 ~ „ CARRIER P)PI NEW PIPE LINE SEE DETAIL CARRIER PIPE ~ V
B 30~e i2 24~ 0.250' 44` 0.3 DATE;
O I `0'"h STA E ROAD JULY 2611 U--dULVERT 3' TYP, ~ NEW PIPE LINE SCALE:
nl 5'UNLESS OTHERWISE
OI ~ END ELEV TA ION PLAN C 0 N D i T 10 N 3 4.0' MIN' PR, OFIIE NOTED ON PLANS AS NOTED
O I ~ Q NOT Td SCALE PIPE LINE gR[1tlND END OF CULVERT
O L ~ ~
C ~ 0
en e.a
u SHEET 4U OF 41
Q REVISIONS REVISIONS
REVISIONS I 1 0 B DATE DESCRIPTION DATE DESCRIPTION " u. _ REVISIONS ® AI
v STANDARD cn Q) O O L N c L N E STEEL DATE DESCRIPTION I S A L L AT' 1~ F PIPE
CO O 9 10 Q ~M T 12 LINE CULVERT
° NOT TO SCALE STD. NO NASH COUNTY 40 NOT TO SCALE STD. N NASH COUNTY NOT TO SCALE NASH COUNTY 40 , 40 SCALE STD. N q p NOT TO SCALE STD. NO L ` HASH COUNTY
STANDARDS 1.09 STANDARDS 1,11 STANDARDS 1.12 STANDARDS

J
I
SILT FABRIC '
~ WIRE MESH
STONE FILTER OF 1" GRAVEL PLACED AGAINST FENCE WHERE REQUIRED
12" 12" C D D MIN. C B
MIN 1 ~/y"x1'}Z' BRASS - MV EN ONLY N $'-0" MAX. 8'-Q" MAX, tr)
~ ~...r- 4,. 4,. 1 -'I ' o
CONTRACTOR TO PROVIDE A MINIMUM OF z cr,
i UNDISTURBED ~ a 10 HDPE AT O/, GRADE FOR PROPER ALIGNMENT SAIL A A A i ~ > ,w
TO CONNECT TO DIP 1 ~'/i' 1'li' ~/i' p ~
I ~ ~ MV (MAtN VALVE} BO (BLOW OFF} ° ~t ~ ~ r~ a
END OF POST END OF POST SECONDARY SECONDARY PRIVATE i OF POST 0004°° °o ° ~rr a /
PAVED ROADS UNPAVED ROADS PAVED DRIVE ~ ~ ° /
RESTRAINED JOINTS rDP VIE A A - W o APPROVED SILT 14 GAUGE WIRE w ~ -
BY RJDI E i _ - - ON TES= w o d ANCHOR
A AREA TO BE TAMPED. ~s ; { ~-4-"-~{ . FILTERING FABRIC BACKING t6" ~ 6" ~ ~ ~ = DITCH MAX, OPENING?
90' B. 6" OF CRUSHED STONE. , ~ I ( I G, 2" 81TUMINOUS CONCRETE SURFACE COURSE TYPE
S9.5A.~" sAR No.4 ' ' STEEL POSTS
p. B" CRUSHED STONE. a REBAR No.4 f 16" RJDI RJD E. NEW CONCRETE THICKER THAN EXISTING A
~`~PL CONCRETE BUT N~ CASE LESS THAN 6 INCHES rLQ TWfCK.~ GROSS SECTION A-A
~ IN PAVED AREAS, REMOVE AND REPLACE ~ FRONT SECTION
PAVEMENT A M3NIMUM OF 12 INCHES BEYOND TRENCH EXCAVATION. PRIVATE
RJDI 3 FULL JOINTS (MIN.) SE6 SPECIFICATIONS FOR GRAVEL DRIVES CONCRETE DRIVE FOR SECONDARY ROAD CROSSINGS, PROVIDE NOTES
CONTRACTOR TO FUSE INSTALLED HORIZONTALLY SCREENINGS tPER NCDOT REQUIREMENTS} FOR BACKFILI,FROM THE TRENCH BOTTOM TO NOTES A, POSTS SET AT DEPTHS OF 3' FOR EARTH BACKFILL. ANCHOR DITCH ~
ON MJ ADAPTER DR - 9 (01. GRADE) - ~ ' 1. MARKER POST IS MADE OF SODO PSi COI IDE OF SODA PSi CONCRETE. IS ~"x 9" AND FILL IS TO BE COMPACTED. '
MIN, THICKNESS 2. ALL DIMENSIONS ARE NOMINAL. NOMINAL. r sioE vlEw B. PROV[DE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT
NO DEFLECTION IN AS A VELOCITY BREAK AND SILT TRAP.
THESE JOINTS. JOINTS
TO BE RESTRAINED C, CONTRACTOR MAY USE ALTERNATE MATERIAL
OR METHOD UPON APPROVAL FROM ENGINEER
REVISIONS REVISIONS REVISIONS
DATE DESCRIPTION ~ ~ DATE DESCRIPTION DATE DESCRIPTION g _ 'JO/1Q FUSWG'OF ADAPTER ~ n
STD. N0 STD, NO SCALE sTO. N
NASH COUNTY 41 NOT To scALE NASH COUNTY 41 NOT TO SCALE NASN COUNTY 41 NOT TO SCALE 41 NOT TO SCALE , ]=~Z
sT>a~a®as®s 1,14 sT~~oa~®s 1.16 sT~~D~s®s ~r
NOTES
EXISTING SLOPE ~1 RIP RAP I/~'-1' CONCRETE SHALL BE 3000 PSI.
0 ~ \ Cho o~ \ o \ o ANY PIPE RUN RE4UIRING A CREEK CROSSING SMALL - -
\ o 0 TOP ELEV. OF STORMWATER ~ ~ f / ~o a a l % o 0 o BE CONSTRUCTED OF A CONSISTENT MATERUtiL. ~ TRANSITIONS AND FERNCO COUPL~dG5 SHALL NOT HE ~
\ W \ ~ / \ r~~~~i r Tf f r ~ W -r, ~ ~ O i~~~i ~'f~~~ 5 ASHED STONE ~ ~ r PERMITTED. J
nlr~lf,~~~~`~f/y~ ~ > ~ f Q ° C7 LENGTH OF ENCASEMENT SMALL @E AS STATED ON ~ THE DRAWINGS. Q
~ l~n _ o a s a p ~T '~~%i`~i`r Q~ FILTER FABRIC TO o~oQO o
f~//~i ~i /~Ij l fi, f„/ I / / / p `'r~~ i`ii`i`~ ~`i`~`~'`~`%`i` ~ ~ L =THE DISTANCE SUCH ~ ~~~~~~r BE KEYED INTO O Oo , NCE SUCH THAT POINTS ~
a A AND B ARE OF Ef qRE OF EQUAL ELEVATION ~~'ES p
VARIES TOP OF SLOPE a~~o o°o ~ ' z Lu o I o t~ fn
OoOC~ oaQo ~ a o ~m ~8~ a x o red o ' ~
ova ~ Qo 16 OF CLASS = _ ~ ~ Ca ~ - I - c, SIDE VIEW aJ~~ 1 R1P-RAP - i,~ A ? Ali ~ Y _ _~I~ PIPE DIA ~ ~1
Cho o° ~ ~ ~ U ~W w
NOTES SMOOTH FOUNDATION oa -1111- - i - - OC~oaoa ~ I~ L,; ~~o ~~a,. ~ s„ s„ p-
HEIGHT AND WIDTH DETERMINED BY UNDER FILTER FABRIC o 0 0 ~ -iiii~~ i i _ 0 UO -I _ Q~C~oo~c~L. ~ ~ w w ® ~,~-III -111!= c _ - ~ rn w ~ '
XISTING TOPOGRAPHY AND ~ ~ ~ ~ - E ~ 1 IIII = SEDIMENT STORAGE REQUIRED, o ~
o a°C~ o KEY RIP RAP INTO THE DAM oa MIN, -~~II-1111= =_i - ~ _ D 6 0
o°~° ~o FOR STABILIZATION. o ~o Q -ll!I~' .p ~3MIN. . o ' .D ~ ~ ~ ~
EXISTING SLOPE o~ O ~ oa ~ o0 00 I
o o - iSEE PLANS FOR PIPE DIAMETER) _ ~ ~ ~
~i~`~i~ VARIES ~ On a aao ~ ,f,,,f,~ , a Qa oa _ D ~ ~ ~ D ~ ' V ~ ~ iI' ~ ,gppfry ICI
,ti ~ o o ~ ~r~ I • _ • /~,i~,~ i f ~ o 4 1 .tit ~ ~ ~ r , ~ C r . .D r ~j VJ
r f ! J ~ "7 i r,,~~,~ \ A
i~ ~ r ; ~ ~ r i r 12" CONCRETE ENCASEMENT ENCASEMENT ~ ALL AROUND PIPE
~ ~ , KEYED R!P RAP ~ ~ ~ f ~ ~ ~ - ~ ~ ~ , ~ W
, , y~ l/if /lip //i NOTEr APPLICABLE TO WATER LP1ES ~ Q
_ F 5 WASHED STONE W
~ ^VA1'~V~' V`'\\~~~~~~~~A/ it//~~1~/,,~/^'' ~ C~
0
FRONT VIEW v
cr, II
E
5 6 I' 7 3 I 8
41 NOT TO SCALE 41 NOT TO SCALE 41 NOT TO SCALE 41 NOT TO SCALE
i
APPROVED DEWATERING DEVICE (SILT BAG} ~
PROVIDE POSITIVE DRAINAGE FROM SILT BAG TO STREAM STREAM DIVERSION EXIST MAIN N
PUMPS
DISCHARGE HOSES UNDISTURBED NOTES
TRENCH WALL
~ ~ EBAA ~ n~ PUMP SHOULD DISCHARGE INTAKE HOSE EBAA MEGALUG SERIES NEW TAPPING
U ONTO STABLE VELOCITY DEWATERING PUMP Z©DOP 2000PV (TYP.) SLEEVE ALL FITTINGS SHALL BE COVERED
~ DISSIPATER MADE OF RIP RAP NEW TAPPING WITH 10 MIL. POLYETHYLENE SHEETS
M c LONGER TEE 80LTS MECHANICAL JOINT VALVE PRIOR TO POURING CONCRETE BLOCKING DUCTILE IRON FITTING '
o D ~ OR ALL-THREADED CONCRETE ALL BACKFILL TO 2'-0" ABOVE PIPE ~
~ ROD WITH NUTS Ind FLOW FLO BLOCKING " p SHALL BE A MIN. OF 95/. STANDARD PROCTOR
~ ~ INTAKE HOSE
DUCTILE IRON ~ ' SEDIMENT DIKE CLEAN MATER DIKE PVC PIPES SHALL BE SUPPORTED EITHER
~ MJ BELL SIDE OF SADDLE LOCATION WTH CONCRETE DESIGNED BY:
SUMP-HOLE OR POOL ENCASEMENT PRIOR TO INSTALLING SADDLE JC/EBM
a~ tt2'° TD DEEP, 2' DIA,D HEAT FUSION JOINT a~ ~ PLAN DRAWN BY;
~ WORK AREA ~ DIRECT BURY - , ~ LENGTH NOT TO EXCEED D,I,P, OR PVC ~ UNDISTURBED EBM
Q THAT WHICH CAN BE ~ ` ~S`~ PVO ~ ~ ~ TRENCH WALL NEW TAPPING CHECKED BY,
~ COMPLETE IN ONE DAY y VALVE ~ WBJ
~ / e I _ NEW TAPPING PROJECT NO.:
i SLEEVE ' , ! 3050 -D-2
' 1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK A } F~ ~ CONCRETE DATE:
~ AREA AND STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD -HDPE. TO MJ ADAPTER ~ ~ DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF RIP RAP OR SANDBAGS, HDPE PIPE W ~ BLOCKING ° ~ Qu ~ u °~4~ CRUSHED STONE JULY 2011
~ I ~i 12" ~ 2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A ~ tSEE CHART ~ BEDDING
~ ~1 ~ DEVdATERING BASIN, SEDIMENT BAG, OR OTHER APPROVED DEVICE. THE MEASURE SHALL BE
tV ~ ~ LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE DOWNSTREAM ~j ~ SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SILT BAG AND STREAM. I FOR SIZING? SCALE, PIER UNDISTURBED AS NOTED
c~ ~ BOTTOM
~ ~ 3. AT THE END OF EACH WORK DAY, THE DISTURBED CHANNEL SHALL BE MATTED. ELEVATION
o ~ ~ NOTE USE ON ALL CONNECTIONS OF HDPE TO DIP, ADAPTER J ? v CONTRACTOR SHALL BACKFILL TRENCH AT THE END OF EACH DAY AND RESTORE AREA TO SHALL MEET PRESSURE REQUIREMENTS OF THE PIPE AS
r INDICATED IN THE SPECIFICATION. SHEET 41 OF 41
i~
IT c (:3 o~ a CONNECTION i d DIRECT BURY PIPE
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co a TEMPORARY PUMP AROUND MECHANICAL JOINT ADAPTER TO FUSIBLE PVC FrI4 H','[ DD TAPPING SLEEVE VALVE 41
w 41 NOT TO SCALE 41 NOT TO SCALE Q) 41 NOT TO SCALE 00 a 41 NOT TO SCALE