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1 COVER 26 C23 'S MAIN ST INTERCEPTOR 55 SD2 MISCELLANEOUS DETAILS
2 G1 LEGEND, ABBREVIATIONS AND GENERAL NOTES 27-34 G24-27 :ROBERTSON GREEK INTERCEPTOR 56 SD3 MISCELLANEOUS AND WATER DETAILS
3 G2 PROJECT MAP 31 C28 ROBERTSON GREEK PUMP STATION ACCESS RD > 57 SD4 SEWER DETAILS
4 C1 W LAKE RD (NC HWY 56) WATER MAIN 32 C29 BRASSFIELD RD INTERCEPTOR 58 SD5 EROSION CONTROL DETAILS
5 C2 W LAKE RD (NG HWY 56 & SR 1736) WATER MAIN 33 C30 'BRASSF(ELD RD INTERCEPTOR, HAWLEY SCHOOL COLLECTC 6 C3 W LAKE RD (SR 1736} - MAPN ST (NC HWY 50) -DOUGLAS AVE WATER MAIN AND ROBERTSON CREEK PUMP STATION ACCESS RD )L COLLECTOR 59 SD6 EROSION CONTROL DETAILS
7 C4 WILTON AVE (NG HWY 56) WATER MAIN 34-35 C31-32 'BRASSFIELD RD INTERCEPTOR AND ROBERTSON CREEK PUP ~5 RD 60 E1 BOOSTER PUMP STATION N CREEK PUMP 61 E2 BOOSTER PUMP STATION
8 C5 STEM RD WATER MAIN AND STATION ACGESS ROAD 62 E3 BOOSTER PUMP STATION ~~$,~t0~9oeo~,~~daa
GOTTON AVE TO S DURHAM AVE (US HWY 15) WATER MAIN 36-40 C33-37 '.:PARK AVE INTERCEPTOR 63 E4 BOOSTER PUMP STATION
9 G6 ELM ST (SR 1724) WATER MAIN -PEENING ST WATER MAIN 41-42 C38-39 'GOLDEN POND INTERCEPTOR ~ssr 64 E5 ELEVATED TANK 4 ~
10 G7 ROGERS ST WATER MAIN --GASH ST WATER MAIN 43-44 C40-41 VALVE AND HYDRANT INSTALLATIONS 65 E6 ELEVATED TANK ~
11 C8 N MAIN ST (SR 1639} & N DURHAM AVE (US HWY 15) WATER MAIN 45 G42 W LAKE RD BOOSTER PUMP STATION 12 C9 HAWLEY SCHOOL RD (SR 1733) WATER MAIN 46 C43 W LAKE RD BOOSTER PUMP STATION 66 E7 ROBERTSON CREEK PUMP STATION ~ ; ~
13 G10 HAWLEY SCHOOL RD (SR 1733) WATER MAIN -MASONIC ST WATER MAIN 47 G44 ,LYON ST ELEVATED WATER TANK 67 S1 BOOSTER RUMP STATION 68 S2 BOOSTER PUMP STATION ~ `~~~i~~~~~0°
14 C11 CRESCENT DR (SR 1640) WATER MAIN - DARDEN DR WATER MAIN 48 G45 LYON ST ELEVATED WATER TANK 69 53 BOOSTER PUMP STATION ~~~'°n.^°`
15-17 C12-14 MOSS-HAYES RD (SR 1636} WATER MAIN 49 C46 .ROBERTSON GREEK PUMP STATION 70 S4 BOOSTER PUMP STATION ~"~~w~',~,~•
18-19 G15-16 W LAKE RD (NG HWY 56) GRAVITY SEWER 50 M1 W LAKE RD BOOSTER PUMP STATION 71 S5 BOOSTER PUMP STATION ~ ~4pyg.ar~~r~*~m~V
9(1.91 C17.1R NWY 15 INTRR('.FPTfIR ~a 11A0 IA/ 1 AIlG Ott QnlIeTCD ~II~,ID QTATIAAI 77 QC O!~!1@TCO DI1~1~ t+TATI/1 AI
- VI rvia vv6.nF%L-nuLi VVVIGi1rvrvt V oiniivir 22 C19 HWY 15 INTERCEPTOR - W LAKE RD (NC HWY 56) - 52 M3 W LAKE RD BOOSTER PUMP STATION IG VV UW%J%7I GIN Vvivi - QIMI IVIY
N DURHAM AVE (US HWY 15) GRAVITY SEWER 53 M4 W LAKE RD BOOSTER PUMP STATION MISCELLANEOUS DETA NEOUS DETAILS
23-25 C20-22 N DURHAM AVE (US HWY 15) GRAVITY SEWER 54 SD1 MISCELLANEOUS DETAILS
SHEET 1 OF 72
TWC 2084-BU

Q
ABBREVIATIONS LEGEND MATERIALS LEGEND
EXISTING NEW
A AREA LP LIGHT POLE BM BENCH MARK EARTH OR GRADE ~ ~ p
ABAND ABANDONED LT LEFT
ABG AGGREGATE BASE COURSE LWL LOW WATER LEVEL TBM TEMPORARY BENCH MARK Dn DQ.d Zip •Qp•
AC ACRES, ASBESTOS CEMENT GRAVEL ~ W a oe .
A.F.F. ABOVE FINISHED FLOOR MAX MAXIMUM p SURVEY POINT
AL ALUMINUM MATL MATERIAL EXISTING OR PRECAST CONCRETE
APPROX APPROXIMATE MEGH MECHANICAL ~ H&T HUB & TACK
ASPH ASPHALT MFD MANUFACTURED
ASSY ASSEMBLY MFR MANUFACTURER N&C L AP NEW CONCRETE C~~
AVG AVERAGE MH MANHOLE ~ NAI & G
ARV AIR RELEASE VALVE MJ MECHANICAL JOINT PK AZ AZIMUTH MIN MINIMUM ® PK NAIL GRATING
AWWA AMERICAN WATER WORKS ASSOCIATION MON MONUMENT
CONIFEROUS TREE
B-B BACK OF CURB TO BACK OF CURB NIA NOTAVAIIABLE SAND OR GROUT
BLDG BUILDING N NORTH o DECIDUOUS TREE
BM BENCHMARK NAD 83 NORTH AMERICAN DATUM 1983
BOA BLOW-0FFASSEMBLY NC NORMAL CROWN SHRUB RIPRAP QQQQ ~ QQQCJQ ~
BOT BOTTOM NC GRID NORTH CAROLINA GRID
BW BARB WIRE NCGS NORTH CAROLINAGEODETIG SURVEY WOODSLINE j,~/~ z ~ a METAL (LARGE SCALE) ~ `LILLL~LJ N
N0. NUMBER a- = z V N
C&G CURBANDGUTTER NTS NOT TOSGALE CM CONCRETE MONUMENT O N ~ h O ~(j
CB CATCH BASIN NOM NOMINAL METAL (SMALL SCALE) ~ ~ QI a ~ N o ~ Ham,
CA CENTERLINE NWL NORMAL WATER LEVEL . IP O IRON PIPE ~ ~ a,~~ 2 NMQ:
CIP CAST IRON PIPE GI CURB INLET ~ ON CENTER -x x- FENCE X X~ W ~ 'tea
GLR CLEARANCE OD OUTSIDE DIAMETER ~ ~ ~ M
GM CONCRETE MONUMENT OIH OVERHEAD ~ TP TELEPHONE PEDESTAL F~ Q y N Z k a ~ ~ ~ ' ~ ~ crs
CMP CORRUGATED METAL PIPE ORIG ORIGINAL
CMU CONCRETE MASONARY UNIT pp POWER POLE z uMa _ ~
CO CLEAN OUT PC POINT OF CURVATURE W z w
CONC CONCRETE PED PEDESTAL SP T w ° J~ u~ z M
f SERVICE POLE GONT CONTINUOUS PE PLAIN END ~ z
GONSTR CONSTRUCTION PI POINT OF INTERSECTION w
GONTR CONTRACTOR PN POST INDICATOR VALVE ~ GUYWIRE
GOR CORNER P!L PROPERTY LINE ~LP
CPB~I CAROLINAPOWERANDLIGHT PP POWER POLE LIGHT POLE
CULV CULVERT PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH EX SM! SIDEWALK D DEPTH PVC POLYVINYL CHLORIDE GM GENERALNaTES ~ ~
DI DROP INLET PT POINT O GAS METER z
DIA DIAMETER PVMT PAVEMENT ~ U ~ W
DIP DUCTILE IRON PIPE Q WATER METER THE FOLLOWING ITEMS SHALL BE ADHERED TO IN THE CONSTRUCTION OF THE UTILITIES AND APPURTENANCES ~ ~ ~
DIM DIMENSION R RADIUS MB WITHIN THIS PROJECT UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER, Z z ~
DISCH DISCHARGE R&C RING & COVER ? MAILBOX G ~
DIST DISTANCE RNV RIGHT OF WAY S 1. NOTIFY A UTILITY LOCATING SERVICE SUCH AS ULOCO (800-&32-4949) OR NC ONE CALL AND THE CITY OF
DOT DEPARTMENT OF TRANSPORTATION RCP REINFORCED CONCRETE PIPE ? SIGN RAEFORD PUBLIC UTILITIES DEPARTMENT (910-875-5031) AT LEAST 24 HOURS PRIOR TO COMMENCING {W W ~
DW DOMESTIC WATER REF REFERENCE CONSTRUCTION ACTIVITY. W ~ O W
p DELTA REQ'D REQUIRED CB CB ® ~ CATCH BASINS . J ~ to ~ f--
RET RETAINING 2. TEMPORARILY REMOVE EXISTING SIGNS, MAILBOXES, STORM SEWER PIPE, AND OTHER STRUCTURES AS O W ~ ~ Q
E EAST REV REVISED STORM DRAIN PIPE REQUIRED FOR THE INSTALLATION OF THE UTILITY. REINSTALL ALL ITEMS TO THEIR ORIGINAL CONDITION. ~ ~ ~ Z INCLUDE COST IN THE PER FOOT COST OF THE UTILITY BEING INSTALLED. J ~ W ~ ~ ~
EA EACH RPZ REDUCED PRESSURE ZONE
EFF EFFLUENT RPM REVOLUTIONS PER MINUTE FES FLARED END SECTION EIP EXISTING IRON PIPE REINF REINFORCED W ~ 3. SUPPORT EXISTING POLES, UTILITIES, FENCES, CULVERTS, PAVEMENT, CURBING, AND OTHER STRUCTURES DURING ~ Z U OTC m W
EL ELEVATION RT RIGHT 163 CONTOUR 163 CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO THEIR ORIGINAL CQND1Ti0N AT NO ADDITIONAL COST. Z u. Q Z
ELEC ELECTRIC o ~ o~
EP EDGE OF PAVEMENT SNV SIDEWALK 1~•5 162.5 4. NOTIFY CITY OF RAEFORD PUBLIC UTILITIES DEPARTMENT (910-875-5031) 48 HOURS IN ADVANCE OF MAKING
Ew EACH WAY X SPOT ELEVATION X SAN SANITARY ANY TIE TO AN EXISTING UTILITY. U , ~ W Z
EX EXISTING SCH SCHEDULE DITCH z W
EXP.JT. fXPANSION JOINT SF SILT FENCE 5. THE CONTRACTOR SHALL EXPOSE EXISTING UTILITIES 400 FEET IN ADVANCE OF THE TRENCHING OPERATION. O .J
SHT SHEET g.5 POTENTIAL CONFLICTS SHALL BE BROUGHT TO THE OWNERS ATTENTION IMMEDIATELY. ~
SOIL BORING B-5 F.F.E. FINISHED FLOOR ELEVATION S SOUTH oc]
FG FINISHED GRADE SPECS SPECIFICATIONS 6. WHERE EXISTING SEWER MAINS BRANCHING OFF THE EXISTING INTERCEPTOR MUST BE EXTENDED FOR CONNECTION z ~ N
FH FIRE HYDRANT sa suuARE SILT FENCE TO THE NEW INTERCEPTOR, THE CONTRACTOR SHALL VERIFY THE HORIZONTAL ALIGNMENT, SIZE, GRADE AND INVERT O ~ ELEVATION OF THE EXISTING BRANCH SEWER PRIOR TO SETTING THE NEW JUNCTION MANHOLE. THE EXTENSION SHALL ~
FIN FINISH SS STAINLESS STEEL BE LAIp ON THE SAME ALIGNMENT AND GRADE AS THAT OF THE EXISTING LINE. PRIOR TO INSTALLING THE EXTENSION, ~ W
~ FLG FLANGE S7 STREET ROCK CHECK DAM THE CONTRACTOR SHALL PLUG ALL PIPES PENETRATING THE EXISTING MANHOLE, DEMOLISH THE EXISTING MANHOLE > i-
~ FM FORCE MAIN STA STATION ~ FP FIRE PROTECTION STD TA DROP INLET PROTECTION TO A DEPTH AT LEAST 121NGHES BELOW THE INVERT OF THE EXTENSION, FILL THE BALANCE OF THE EXISTING MANHOLE
0 S NDARD ~ FP5 FEET PER SECOND SYM SYMBOL AND PROVIDE ADEQUATE BEDDING FOR THE EXTENSION ACROSS THE EXISTING MANHOLE. ~
w FT FEET CURB INLETPROTECTION
~ FTG FOOTING T TANGENT W 7. EXISTING UTILITY SERVICE LINES ARE NOT SHOWN. THE CONTRACTOR SHALL INVESTIGATE AHEAD OF THE TRENCHING OPERATION AS STATED ABOVE. THE PROJECT BID SHALL INCLUDE THE COST OF REPAIRS TO EXISTING SERVICES
J TBM TEMPORARY BENCH MARK EROSION CONTROL MATTING ~ ii WHICH ARE DAMAGED OR REQUIRE RELOCATION.
N G GAS TCP 7ERRACOTTAPIPE
~ GA GAGE TDD TEMPORARY DIVERSION DITCH w WATER LINE 8. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID DISTURBING PROPERTY CORNER MARKERS SUCH
Z GALV GALVANIZED TEL TELEPHONE AS IRON PIPES (EIP) AND CONCRETE MONUMENTS. IF A PROPERTY CORNER MARKER IS DISTURBED BY CONSTRUCTION
~ GM GAS METER TEL PED TELEPHONE PEDESTAL SS SANITARY SEWER ACTMTY, CONTRACTOR SHALL HIRE A PROFESSIONAL LAND SURVEYOR TO RESET THE CORNER AT NO ADDITIONAL
~ GPM GALLONS PER MINUTE TEMP TEMPORARY ~ GR GRADE THK THICK COST TO THE OWNER.
~ FM FORCE MAIN
~ GRVL GRAVEL TOC TOP OF CURB 9 IF REQUIRED, BYPASS PUMPING OPERATIONS SHALL BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. BYPASS
U3 GV GATE VALVE TOP TOP OF SLOPE G GAS LINE PUMPING SHALL MAINTAIN WASTEWATER FLOW THROUGH THE SANITARY SEWER SYSTEM AT ALL TIMES.
~ GYP GYPSUM TOW TOP OF WALL TP TELEPHONE POLE
HPG .HIGH PRESSURE GAS LINE v HCP HANDICAPPED TRANS TRANSFORMER 10. MANHOLES SHALL BE 4' DIAMETER STANDARD MANHOLE WTH STANDARD RING ANp COVER UNLESS NOTED OTHERWISE.
~ HGT HEIGHT TS&V TAPPINGSLEEVEANDVAIVE OHE ELE T I LP W V m ~~_q~~=~~~SS~ ~
G R CA 0 ER (0 ERHEAD) ~ HOR HORIZONTAL TYP TYPICAL 11. CONTRACTOR SHALL MAINTAIN CLEAN UP AND SEEDING OPERATION EACH WEEK. CLEAN UP AND SEEDING p'..'}~},.~~~ ARE INCLUDED IN THE PIPE PRICE AND PAYMENT FOR PIPE WILL DEPEND ON SUITABLE CLEAN UP AND SEEDING. ~ Pq,~
~ HP HORSE POWER
q E ELECTRICAL POWER UNDERGROUND HWA HIGH WATERALARM UIG UNDERGROUND ( ) 12. ALL BENDS SHALL HAVE PROPER THRUST RESTRAINT INSTALLED AND CURED (IF NECESSARY) PRIOR TO FILLING LINE w de 0'~1 ~
HWL HIGH WATER LEVEL FOR TESTING. G~, Y, ~~y1~9 p§ '
HYD HYDRANT VC VERTICAL CURVE OHT TELEPHONE CABLE (OVERHEAD) "tws~Y ,fie ~WtPV~o-?~~ '~~y
3 VCP VITRIFIED CLAY PIPE 13. IF STORM SEWER PIPE NEEDS TO BE REPLACED, CITY WILL REIMBURSE CONTRACTOR FOR MATERIALS ONLY, ~ J
~ ID INSIDE DIAMETER VERT VERTICAL T TELEPHONE CABLE (UNDERGROUND) r~~t~~~~~~ ~ °~,~-1
IN INCH VOL VOLUME a INMR INCHES PER HOUR VPC VERTICAL POINT of cuRVATURE FOG FIBER OPTIC TELEPHONE CABLE (UNDERGROUND) 14. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY DESIGNED BY:
C VEGETATIVE COVER OR QTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT JCG
~ INF INFLUENT VPI VERTICAL POINT OF INTERSECTION INT INTERSECT VPT VERTICAL POINT OF TANGENCY ~ WATER VALVE EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, STRUCTURES SUFFICIENT TO RESTRAIN DRAWN BY:
D4 N INV INVERT ERASION. PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED CGL, RSF
~ PV IP IRON PIPE W! WITH PLUG VALVE FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING CHECKED BY:
~ IPS IRON PIPE SET WL WATER LINE COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
~ FH I~,j ISL ISLAND WM WATER METER FIRE HYDRANT
~ WGT WEIGHT 15. ERASION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO OTHER LAND-DISTURBING ACTIVITY. PROJECT NO.: 2oea-Bu
~ JB JUNCTION BOX WV WATER VALVE REDUCERIINGREASER
Q ~ WTP WATER TREATMENT PLANT 4 N KWY KEYWAY 16. AT BENDS WHERE RETAINING GLANDS ARE NOTED, FULL JOINTS OF PIPE SHALL ENTER AND EXIT BENDS. DATE:
WWF WELDED WIRE FABRIC PLUG JUNE 2010 17. EXISTING WATER LINE DIAMETERS ARE BASED ON RECORDED DATA. CONTRACTOR SHALL EXCAVATE AT SCALE:
~ C C r,~ p WWTP WASTE WATER TREATMENT PLANT PROPOSED CONNECTION POINT TO VERIFY DIAMETER OF EJ(iSTING WATER LINE PRIOR TO ORDERING
~ LDSCP LANDSCAPING YH MATERIALS FOR THE CONNECTION.
~ ~ LF uN FEET YARD HYDRANT t~ b EAR YI YARD INLET h. ~ L LENGTH ARV NO SCALE
~ Q-{>Q AIR RELEASE VALVE ~-.N
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W u, 6" WA ER 7 , 6 S TI NS 42 ~ a ""`~(i ~
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~ EX PUMP STATION O
TO BE ABANDONED , i
~ ~ ~ I 31 ~ ROBERTSON REEK r ~ nnatt
1724 ' PUMP STATION ~ ~ PUMP STATIO
i - 1721 I ~ - C. avrley ' ACCESS ROAD ~ ~
r ~C I 26 Soh. 34 34
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~ 13 EX PUMP ~ m STATfON 11 Bressfield Rd. ~`~~~at~~~av4}~~.%~~'IV 9q ~ ~ hJ
~ i / TO BE 1i
ABANDONED ~ / ;p ~ ~ 1 0 DESIGNED BY:
p ` - - / 6" WATER Q JCS
L 9 % MAIN
~ ~ / 1720 DRAWN BY: _ ~ CGL, RSF
~ ~~a ~ 24 ~ CHECKED BY.
i i ~
~ j m ~ ~ ~ ~~~ENQ PROJECT NO.:
/ ~ 2084-BU
~ ~ f I PROPOSED WATER LINE DATE;
© % ~'a / 4, ~ PROPOSED GRAVITY SEWER JUNE 2010
~ 50 / Q ~ ~ ...~...~.r.. PROPOSED GRAVITY SEWER SCALE:
O 0 1721 ~ AND PARALLEL FORCE MAIN
~ O 0
~ O ~ ~ PROPOSED ACCESS ROAD 1° = 8~'
C ~ ~ N 0 XXX
U INDICATES SHEET NUMBER
VJ 1 SHEET S OF / L
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t AND PROPERTY LINES G2
X40\ UZcoc0~

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b / Hse \
v.. RE~~ '
Lake Rogers ~ Q
STA 0+15.28 1
1-12" 45° BEND ' ~ ~
' ~ \
20 LF OF 20" STEEL 2" WATER SERVICE LINE „ STA 1+20,89 EX 8 WATER MAIN ~
1-12"x6" TEE ENCASEMENT PIPE " ° EXTENSION DIRECT TO BE ABANDONED ~ z
1-6" GV & BOX GENTERED ON EX 4" FM 1-12 45 BEND BORED UNDER HWY FROM WATER PLANT W/ 12" DIP WL INSTALLED ROTATED AS READ ~ ~ 0
1-FH FOR HOR ALIGNMENT TO N PINE ST RI IN ENCASEMENT PIPE ~ ~ 1 1
t ~ \'A_
STA 0+81.07 Fate y ~ ` i ~ 1-12" 22 1l2° BEND Id9 ~ ~
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~ ~ yr i a _ 'j' X " ~ ~ EROSION CONTROL ~ DAM (TYP) ~ 1-FH
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~ ° i 2+~b \ 4x U ~ o (TYP) U \ \ \ ~ ~ p 4 Q a ~ U ~ ~ - ~ m°
pQ PP ~ .I „ x Q. , ppp Woods o STA 3+53.70 U N
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12" BPS C1 Limits of Neuse River \ 'o \f \C ~ ~ ~ C c+7
9 ISCHARGE -o Hse D N _ Riparian Buffer Zone 2 < = W O \ \ \ ~ W ~
sTA a+oo G~ A co < 1-12" 90° BEND \ T! S ~ \ Limits of Neuse River $ M
\ Riparian Buffer Zone 9 \ ~ ~ \ ~
Limits of Neuse ~ r BOOSTER PUMP STATItJN Ri arian Bufferzo ~ \ \ \ w
p
SEE SHTS 50 -5~ Limits of Neuse River \ ~ ) ~ \ \ \
Riparian Buffer Zane 2 { t f 3
~ ~ c , i f ! I ~ STA 0+00 # ,
285 I ~ 1 X12" 90~ BEN ~ G ~
o ~ k s E ~ ~
I € 1-11" 11 1(4° ~ ~ 2'6'1 MIN COVER = U ~ = W
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I ~ ~ I a + ,20 LF OF 20"°STEEL ~
o 280 I ~ENCA~EMEN'T PIPE 3'-0"' I ~ , r MN Z Z Z d z -oo ~ ~
~ti,~.,_.F.~, ~ IGENTERED ON EX 4" FM ;COVER w ~ ~
{ jWi 12 DIP VIf,L INSTALLED, {TYP: I ~~v w ~C
g ~ ~ ' ! SIN EN~ASEM~ENT PIPE ~ ' ~ , , ....t.. ~ ''~a~ c~n W
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~ 1 1 ~ j ~ [ ~ € I I I ~ ~ ~ ~ ' # w ~ ~ ~ cn w ' 2084BU
I [ ~ ~ P , ~ e . - , , i m t i
.r. _ ? - Q ~ _ . _ ? € DATE: ~ _ ~ K ~ ~ ~ ~ JUNE 2010
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0
NOTES:
Q 1. CULVERTS LAID IN STREAMS SHALL BE ALIGNED
SO THAT THE CULVERT IS STRAIGHT AND TRUE
BOTH HORIZONTALLY AND VERTICALLY WITH THE
CiL ACCESS ROAD CURVE DATA INVERT AT EACH END PLACED AT EXISTING
N0. ~ T R L STREAM BED ELEVATION. GRADE STREAM BED AS NECESSARY ALONG CULVERT ALIGNMENT ~
Z
C-3 2°28'17" RT 5.39' 250.00' 10.78' O
C-4 6°25'53" RT 14.05' 250.00' 28.06'
C-5 10°11'49" RT 22.31' 250.00' 44.49' w
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USE TYPICAL SECTION N0. 3 W
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SCI C/L 12 GRAVEL ACCESS RD SECTION N0.3 d- Z N U
Q" ~ ~ 60 LF OF 24" RCP Q (SEE TYP SECTION SHT 35) ~ SEE NOTE 1) ~ O LCJ Q 4 ~ ~ ~
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~ / 0 ~
~ C/L ACCESS ROAD CURVE DATA
Q N0. ~ T R L 40' PERMANENT EASEMENT (TYP)
0 1 N 1 1 1
C-6 14 33 54 RT 25.56 200.00 50.84 / 4' 12' 4'
C-7 20°31'17„ LT 36.20' 200.00' 71.63' •5~0 Ex Grade - ~ G!L Ex
f fi` / ~5 I 2 Grade I
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STONE OUTLET Q ~ Q 6" GRAVEL I
too AF ~ti ~ ~ / ~
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~ (SEE TYP SECTION THIS SHT) z ^ IL / / S w G T N S/~
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` ti ~0 I TYPICAL SECTION N0.2 I
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Umrts of Neuse River ~ SILT FENCE ~ ~ 9 EACH DIRECTION
Riparian Buffer Zane 2 4 / , { YP) ~ ~ ~ a,~~o~®
2 ~ Q t~,5 Limits of Neuse River
Limits of Neuse River / ~ \ ti - ` \ 0 Riparian Buffer Zone ? 12y'LF OF STEEL ENCAS ENT Q Riparian Buffer2one 2
/ P~I'(aE BOLD AND JACKED UND ~ \ / \ \
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{TYP) ~ ~ STA 35+62.25 s s Riparian Buffer Zone 1 W Q \ \ ~
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ti i 4 1 , i E \ I p L $ ~ ~ / ~ z / r y s b ~ ~ # ~ ~ s ~ DRAWN BY.
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. o ~ ~ 4 ~ s ~ t .0710 a ' 6 ~ ~ ~ ~ ~ ~ CHECKED BY:
~ ~ X - F8"gWR 1 ~ o r ~ ~ ~ ~ F; 0 ; ~ ~ ~ ~ 3,0.90 L I o o s s ~ ~ ~ ~ _ ~ ~ = 290
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0
PIG LAUNCHER WITH
PUMP STATION SCHEDULE a BYPASS PUMPING CONNECTION (ABOVE GRADE EQUIPMENT TO
BE RELOCATED FROM EXISTING
WET WELL CAPACITY T.D.H. MOTOR TOP OF BOTTOM OF FINESHED PUMP OFF LEAD PUMP LAG PUMP HIGH WATER 15" INV IN 100 YR FLOOD PARK AVENUE PUMP STATION
SIZE F STATION STATION GRADE ELEVATION ON ELEV ON ELEV ALARM ELEVATION ELEVATION
(F~ (GPM) (Ta (HP) ELEV ELEV (FT} (FT} F F V F (FT) (FT) (T) (T) ELE (FT} (F'f) (T) 1-8" PLUG VALVE 1-10"x8" ECC REDUCER
10 X 12 490 186 50 279.00 248.00 278.50 251.00 254.50 255.50 257.50 2 . ~g5 58 50 275 0 GENERATOR ~ Z
ter-- TOP OF SLAB = 279.00 Q . - t,(.~~
~ ~ ' ' P/L ~ w WM
4" SEWAGE SURGE PIPE 6" DIP OR SCH 80 PVC 4"DIP DRAIN INFLUENT FROM - RELIEFVALVE SUPPORT VENT PIPE WI SS FROM METER MANHOLE ' r ~ O / / ~ ~ / ~ ~ i~ , /
INSECT SCREEN VAULT ~ CLEARIP
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4"DIP r SS CABLE HOLDER '"rr - - - 4 FLAP V VE I ~ r 285 r /,i / l ~ ~l,'
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I , 10x12 PRECAST ~ o OPENINGSAND GUIDE RAILS ( I 8 DIP ~ ~ '280 ' ~ 1h/ gQ/'~ ~ , ~ ~
I / I I o p ~ CONCRETE " PL - - 2g /
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I 3'-0" S ALUM / ' 4-0 X6-0 ALUM FCA o Q ~ ~ i i ~ i / ~ ~ ~ ~ ~ K~ / Wetlands ~
ACCESS HATCH I - I I 2'-0" ACCESS HATCH CORED q - - - - / / ' ~ / , ~ Y'//// / / / ~J/ / / '/5 / I W
---•.I I M I CIL OF PUMPS WETWELL SEE TYP PUMP ~ 8PU L G HOLE
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ir. ~,.h i~r 7u ~n i iii r ! f ~ ~ J S~.~OPE 1~ FT~l~T -f" ' 1 / ~ Q ~ v
- ~i.,~--= - - - - r~~ ~ iii ~ ~ r SECTION THIS SHT ~ FCA _ -~v uJ~ "`t,u w _ u~ i ~ ~ ~!~o~ ( SUBMERSIBLE 1 ~ T ~ ~ ` Cbl`AIN LINK FENG~ 0- z N ~ ~ ~ U ,I1 ~ ~ 6 ~ORA~ L ,jam ~ ~ ~ FENCE LINE EL = 2,18.34 a
8 BLIND ~ ~ ~ ~ ~ i~_~_ --F - - T `'_`j ~ PUMPS i 0 ¢ r ~ o
IANGE-- - I ~ ~ ' ~ z,~ENCE'D LOTS ~ i ~ 1 E~2UIPMENT RAC~C~ n Q
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r------~ 8 DIP r o PERMANENT BEAM SUPPORTS 4, i ~ cy ~ U , Q > > ~ DIP DRAIN,' W Z
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I I FCA o r' ' I I ~ r ~ ~ 17.65'' 1' ~ i i i ~ ~ o~~
( I ~ 4" DIP PRECAST CONCRETE , GL S5 B i _ I~ ~ CLASS B ~ ~ ~ ~ ~ MH 52 ST 0+00 i ~ Z ~ M ~
~ DRAIN GILOF WETWELL ~ RIPRAP ( I i PUMPS COAT INTERIOR ~ (6' 3' ~ ~ RIPRAP ~ f v,DOU ALE ~ ~ ~ i ROBERTS~N CREEK ~r ~ ~ ~ ~ ~ (g~~3~ i r ~ ~ ~ INTERCEPTOR v c w o
L----J , „ 5-0 OF WETWELL i i ~ ~ - ~ GI~TE ~ ~ gyp, ~ 1 ~ RIM EL = 279.00 v ° Z z
~ i MIN ~ ~ ~ ~ ~ ~ ~ / j ~ INV OUT =`5$.67 ~ ~
i ~ ~ ~ ~ ~ j i ~o i~ ~ i ` WETWELL vv ~ ~ w
1'-9" ~ ~ ~ i CIL VAULT i i
~ r ~ q~q v v95" FES `v ~ ~ qQq ~ I'NV = 275.00
3'-0" SQ ALUM FUTURE SUBMERSIBLE PUMP PORTABLE ~ ~ PLUG VALVE WITH GEARED ~ o o d s ACCESS HATCH Wl8 DISCHARGE PIPING AND HOIST 8ASE EXTENDED BASE ~ ~ oods r o i qa v v 8n L ~ . 18, ~ ~ ~ ~ RI\RRAP OUTLET \ o
ACTUATOR AND HAND WHEEL CHECK VALVE (TYP OF 2) (TYP, SHORT SIDES ~
(TYP OF 3} i ONLY) 6' CHAIN iFES FES ~ ~ i ~ \ N ~ ~ PROTECTION v'vv ~ p
~lNV =~2i ~lNV =~275.6Q ` 3 \ , La ~0 \ w Q w
CHECK VALVE LINK FENCE VARIES 3' (TYP OF 2) NOTES: ~ i ~ POWER POLE WITH W r U ~
R/W ~ ~ ~ ~J i ~ \ ~ , 4\ AREA LI6\HT V u~C O Z
MJ COUPLING WITH 1. CONTRACTOR SHALL COORDINATE WET WELL INSIDE ~ ~ " - \ _ ` ` 1-2"x3(4" RF,DUCER Z Z 0 ~
RETAINING GLANDS DIMENSIONS AND ACCESS HATCH DIMENSIONS 1MTH ~ r ~It'c ,pi~Ch,,:.i ~ ~~P/L \y.~~..."'C ~ 'r 1-3/4" RPZ BF\P q ~ ~ ~ Z g I-
(TYP OF 4) ~ N F PUMP PUMP MANUFACTURER S DIMENSIONS. ~ o % ~_,i . 1-314" YARD HYDRANT ~ W F' N
STATION LOT ~ - ~
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r ~ 1 ~ ~ \ ~ , (TYP) Wetlan\~s W,~ 1- ~ ~ j Z
M~ 6" GRAVEL u°~
r~ \ ~ ~ ~ ~ Nailln P \ F ~ ~
r
PUMP STATION PLAN 1~ Et = 28p.1,3 ~ Z ~ ~ Y
NOT TO SCALE ' ~ ~ / ~ \ ~ ~ ~ ~ 1 \ 1 \
PP
~ ~ ~ ~ ~ AGG'ESS ROAD ~ ~ Guy ~ ~ q U \ Ui
` ~ ~ + ~ ~ ~ a ~ ~ ~ ~
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s° DIP OR SCH $0 PVC NOT TO SCALE
VENT PIPE Wl SS ac~ESS Ro ~I \ ARP ~\Guy ~ m m
INSECT SCREEN ~ AD ~ ~ t;~
ALUM ACCESS HATCH 1" CHAMFER ON HT 3~ NOTE: ~ cn ~
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( ) EDGES P z (n )
~ TOP OF PUMP STATION AND VALVE VAULT SITE PLAN BE SEPARATED BY 3'-0" MINIMUM CLEARANCE ~ w UNLESS NOTED OTHERWISE. ~ Q
t~j FIN GRADE 1" = 20'
ANCHORED FLANGED ~
~ SS HOOK SS CABLE C~ AIR RELEASE VALVE ~ ~ SLOPE 1l4 IN:FT COUPLING ADAPTER
~ HOLDER TO FLOOR DRAIN p 8 DIP 8" ELECTROMAGNETIC
~ (TYP) FLOW METER
CIL EL = 272.17 q 8" PLUG q 8„ plp ANCHORED FLANGED 4' SQ PRECAST DIP PVC
~ U VALVE U COUPLING ADAPTOR 1 112" R.S. CONDUIT CONC VAULT
~ - FROM CONTROL PANEL %2" DIA. MOUNTING HOLES
~ - 8" DIP ~ BOT EL = 271.17 COAT INTERIOR 8" DIP 10" PVC EXISTING PUMP STATION WALL
m OF WETWELL
v PRECAST CONCRETE
°°0000°°0 0°°°0 ° °0 WETWELL m FD ~ 8" 8" PLUG VALVE
~ o0 0 4" DIP DRAIN. w iv Oo°° 4 FLAP VALVE EXTERIOR JOINT WRAP ~ FLEXIBLE PIPE CONNECTOR °
-ti SLOPE TO TYP ALL INFL GROUT INTERIOR OF JOINT TWE L ( o ~ ~ (TYP} , ~ss~aa,,,
~ ~ L DRAINS w " ) 2'-0" x 2'-6" ALUM ACCESS HATCH ~3~~ t r p ~ ~F~~ ~My~. i 1 it'4y a
~ 6" #67 STONE 2 SCH 40 SS GUIDE LIFTING LUGS = REMOTE READOUT ~ ~ RAIL (TYP OF 2) TO CONTROL PANEL
~ PROVIDE CONC PIPE w PIS p~$~~~!~~y ~ ak
a SUPPORTAS REQ'D POWER CABLE INFLUENT ~ 4" DIP DRAIN TO MH STEPS @ 16" OC ~ ~
4 r`- WETWELL PLAN HIGH WATER ALARM V w G~1 ~ a
~ FLOOR DRAIN W/ BACKWATER VALVE SS LIFTING CABLE r- LAG PUMP ON 4' SQ PRECAST 2'-~ 2'-6"x2'-0" ALUM ~ ~d~b°'~s
v AND TRAP (TYP OF 2} LEAD PUMP ON CONC VAULT AC ACCESS HATCH ~ w C.
~ PROVIDE 2"x114" SS STRAP a~ " Mt MH STEPS ~ ~ ~~14~~9~~~~ ~~~,'a
try AND ANCHOR TO WALL @ 16 OG PUMP OFF p~ @ 16" OG TOP EL 279.00 y DESIGNED BY: Ud
~ 8"x4" REDUCER 8" ELECTROMAGNETIC -
~ SUBMERSIBLE PUMP FLOW METER ~ (AS NECESSARY) FIN GR EL 278.50 ~ ~ JCG
ASSEMBLED SECTION w DRAWN BY;
MANUFACTURER'S STANDARD ~ ~ SELF-SEALING PUMP MOUNT ~j, ~~j, ~ CIL FM EL 272.17 ~ GGL, RSF
~ 1'-9" 12" ANCHORED FLANGED S" PLUG VALVE 20 3I6~~ CHECKED BY:
~ CONCRETE GROUT MIN BOTTOM OF COUPLING ADAPTER ~ ~ (SLOPE TO PUMP SUCTION) " ~ 10"X8" ECC
(n'P) PUMP STATION FLEXIBLE PIPE 8 8" REDUCER I STOP PROJECT NO.:
~ CONNECTOR ° 2084BU
~ ~Vv~~~r~~~ ~ \%/A% (TYP} " ~0 i / 1 a0 00 °o °p o0 00 00 00 00 ° °00 0° ~ ~ 8 DIP 8" DIP 10" PVC
~ O ~ 1 0 0 0 n 0 0 0 0 0 0 0 0 ~ ~Oo°Qo00o°Oo00oo0000~0 Oo°Oo00o°OoC~0oo0o00o°Oo0\D°Oo00o°Oo0 o°Oo00 °0~ ~ 0 0 OCao 0 0(~0 0 OD~o 0 0 0 OOo D CXIo 0 (i()o 0 f)Oo 0 (X)o 0 0 CXIoOC? LIFTING DATE: ANGLE ° ° JUNE 2010
o~ o ~ o~ o~ 0000 °p o0 00 0° o °0~ ~ SCALE:
\ ~ ~ " \ ~ ~ ~ ~ ~ 6 #fi7 STONE o q / / / / / \~w~\~\ BOT EL 271.17 - AS NOTED
o~ DIP PVC ° ~ SOLID SIDES
12" #67 STONE AND BACK
~ EXTENDED BASE WMERE 10"
L SHOWN IN PLAN VIEW „ C,~ FLOOR DRAIN W!47L' 4"DIP DRAIN
1 M? AI/111 IA Tf-t'1 \ I A 1 1 T .l~ 1 ~I (1PF Tfl n~nr n~ iinrn eu r~ r~~ aTin~i ,~n '7n
01Ml MVVHICM VNL.VC
AND TRAP SECTION q , O "ION WETWELL J JIUL VUIUCRMIL CLCVM1IVN SHEET '-+V OF 14
000 v
o N PUMP STATION SECTION METER VA :TER VAULT TRASH BASKET DETAIL
O 0. NOT TO SCALE NOT TO SCALE ~ •N~ TO SCALE NOT TO SCALE C46
m4 0\~ U~N(o