20060844 Ver 1_Maps_20041012

940124 SD 102030
SD 102020 960807
SD106400 990902 SD 042008
WATER
4ETER sox ~ RICNf-OF-WAY Lf1E
.TWO RINGS OF;It 2
REINFORCWG BAR ~
t N
O ~ . r-------: . ~ to
5 w Flf~OR. AVtll ~Jfl:~~:'~'.'.•~':•'•':•'•:~:'.~~:~'.•'•'.•'.;..~'.'~':•'•':•'•'r•'r'•'r'•'.•'•.:•,{,••'.:',:~',:'~~:''•:'•',:'~'•'••'.''•:'•::~'.':•;':•:'.~•':~',:'•:':•::~::'•'::'•:',•:':•': ~ ''P '
2aNMIN. o1a :aR•. +~:•w~`Im•~ METER •:;'Stx;;n~;:tXs:•r~e.wEllot' R'. YE1,:'• :X111.~I,~•'•:~'•':~,~':;~':•;~:~'r:~;•':•:,':;::~'•:;'•':;•:.,~•:~~.. :
r1 N 9"t
2 MIN.
i / / ~ \ r •':P•' pu~ ~y :9R~' •'•t'.:;'•~EelrEa~ v~i~E•.pR•sl~•::::;::.:.•
'•'i.::'•;.~a •vr. °N' METER BOX F . . ~:I>~•:W!x:~:r'••:•:•:• PPORT BOTTOM WITH rc (su .:;'V?:fofnVlo.;roaWAt';>,!N~'•9oit'•::'•::,;,.:'.::'•:•,•:.•~.•,•:•::•; RIC N
:;i ' B KS)
CONCRETE PRECAST x EDGE OF ~PAVE3IQR °
VALVE BOX PROTECTOR ~ RING . m u _ - - ?f-- ~ - - - 12~~MIN.
J vALYE ~ sox ANGtE METER STOP ~ °
~ ~ VALVE BOXES TO BE ~ ~ O
CAST IRON. x 2 3
~ ro w . .
- - - - - . BRICK SUPPORT TAILPIECE wAiER
9"t a~ER DUAL CHECK 1041VE V sox z ~
VALVE BOXES T0~ 3000 L8. PSI BLOCKED N CONCRETE ~ ~ ;
m MINIMUM SERVICE LINE WATER METER PVC SCH. ~ rn ~
~ ;z . AWWA C-700 ADAPTOR /~~j ~ ~ ~ ~ M C LL. ..nNh~~'
PVC SCH. 40 W J ~ ~ ~ rn 0-xZrm EXTENSION PIPE =~m° .rnm',
U Q Q ~ Z u,0 o m n c-
2~ SERVICE SADDLE PVC C ~ w n: a c° E (NOT WELDED TO PIPE) ~ m ~ o a._
N lllllllff ~ 0 0 m ~ \`111 1!/// O ~ ~
62 PSS00~ )4~. `m \p ,,,,1111,,,,,/• ~
~,.,~pOR '-Fib'; f~ a.
rYPE'a" 0 qT's ~^;Z, C(
~ SEAL
24N MINIMUM DIAMETER PAMR COLOA slwt eE wlrrE. 1972 ~ y 0 o CORPORATION STOP
EACH GRID SOIIARE IS , ~
, ~ unn Q CD INSTALL SERVKS: LINES A MINIMUM OF THREE 13) FEET BELOW FINISHED ~,j c
THREE 3 FEET BELOW DITCH INVERT ~i/, VILLE 111 Q W ~ GRADE ANO A MINIMUM OF ( ! rrh11l I I11j1 o,
S V«. ANN' ~r N ,PI
LL ~ a0 (h ENCASE SERVICE LINE IN PVC PIPE WHEREVER SERVICE LINE to ~r r In N
e< s, ~ IS INSTALLED UNDER PAVEMENT. 1 N III ~ o ~ m N ~ 1 / W163UNNi N ~ F~ ~OZNN!
,11111111 / LL 'f.' ~ m ~.~..N.i
SET METER AND BOX TWO FEET BEYOND RIGHt-OF-WAY OR ; y ~ a z p ' o m 9 BEHIND TOP OF DITCH BANK, WHICHEVER IS GREATER. ; ~ v a E t E
_a SEAL 9r o„ ~ m U _ ti U M m ,o
28431 - ~ ~ " ~Cr: n ~ r
i ~ •C':~ ~ ~
~i l~ N ~ ~ F ,,,GINII,,1 A ~~i
~!!!If l l l l 11111
PRECA T S C N RETE A D TYP B M
PAVEP V B X PR TE T R RIN PAVE II I~ ° ; MEN T MAR KI N 34 1W ATE R E R VI E
N ~o
O 951002 SD ~ 20050302 SD106300 042504 - ~ U 9 30630 g
N _ 990902 .o SD 044552 ~ ~ U SD 040034R nl
d• a0 ~ ~ ~ j:
a~ • a % U 0] m 0] 01 ~ 0}m' W
C m N I o ~ o
~ ii~~ ~ ~ > a ~
~ j ~ m (n U O Q'.
N CAP, NO CEMENT r ~ c
0 ~ U NON-FREEZE POSITIVE DRAIN YARD HYDRANT CONCRETE RIN6 x ~ a 0 0 RIN6
~ WITH 3/4" INLET AND 3/4" GARDEN HOSE OUTLET PRECAST OR x a ~ r• roR o i ~
o WITH VACUUM BREAKER POURED IN PLACE o VALVE BOX NOT SHOWN 1 PLACE / o ~ ~ ~
~ FOR CLARITY -SEE END VIEW 9 3 U J U M O
SIDE. VIEW METER BOX w ~ a ~ w (M8X 5A) ~ ~ Q z rn co ~
N ~ z Z ~ I o ~
~ BRICK SUPPORT ~ ' N ;;fir I '~''•'i: ' NSULATEO ENCLOSURE ~ ~ p I 11 n - ~ W O O F
0 i' I I ~ r'
TRANSITION COUPLING 3 ( BRII NORTHEAST FLORIDA ~ c~ p ~ o Z o ENTERPRISES INC, w z BRICK SUPPORTS ~ ~ v a tT
~ BRASS NIPPLE FOR GATE VALVE MOOEI 2 OR EQUAL . ~ 3 ~ ' FOR VALVE o o a a. o a a
~ ..TAPPED PLUG CONCRETE BLOCKING & BOX BOX Q. • BOX 39" U U U~ a o can a 12-~
(UNFORMED) I PVC
~ r'• ~.1:~•.:r7. MAIN Z BRICK SUPPORT
U WATER MAIN
/ ~ BAONtE swrvEt Z coNHECroA
3 • , 0 coMPAruoN FLANGE o:
/ ~ :ir, ~ :I. - U
VC PIPE Z
U) COVER PIPE ANO UNDISTURBED (SOA 21, 200 PSI) WATER METER WITH ~
~ PLUG WITH PLASTIC SOIL FLANGED ENDS ~ ~ 43° 8EN0, Z
~ 6" MIN. BEFORE POURING ETER BOX U DIAMETER CONCRETE BLOCKING. PVC SCH. 40 C ~ W (n URB STQP WITH LOCK a Z 6' J U ~
PVC A WING " - OAPTOA TYP. Q ~ Z
> ''yr ~'~rv BAASS NIPPLE 4" SLOP AI ~ O W P TO ORAMI W ~
U CONCRETE ~ ' / / / / / / / ~ COLLAR BAASS NIPPLE PVC ADAPTER, SCH. 80 4~ ~ :•v.; , p 5
o ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 CU F 45° 8EN0, PVC SCH. 40 Z ~ COAPORATION STOP
T. OF 1p d• ~ ~ ~ PLASTIC ~ ~ ~ ~ ~ ~ ~ LVE BOX • N0. 57 STONE 4000 PSI CONCRETE WELDED WIRE MESH - ~ O BRASS SERVICE SADDLE, 8.x I- W
I ~ VALVE BOX ~ ~ ~ ~ ~ r\\ ~ ~ \ \ \ ~ o ° DOUBLE STRAPPED OR M 6 C;C. U ~ V 2 GALV.SCH.40 ~ > Q-
~ 00° 00 00 - TAAPING SLEEVE ~ W W
o i 00000 000000000 4 I ~ " » ooo°o °00°°0°° END VIEW ~ 1 BALL VALVE, PVC 3/4 NIPPLE, GI o 0° o ~ °o 0 0 °0 0 0 H ~ ~ ~ rn
rn ~ 0 0000 ooooa0o0o z } ~ ~
rn a 000 00 00°00000000 » / a 0000 0000°00000°° 2 GATE VALVE ° ~ W U • CONCRETE U Q
Y ~ °°p0°°°°°°0 0 ~ BLOCKING Z W LL
~ tp " 0 0 0 0 0 0 0 0 FOR 2 SERVICE I I ~ ~ 1 PVC SCH. 40 1 PVC SCH. 40 ° 0 00 0 0 0° ° ° o ~R 2 SERVICE INSTALL 2 METER, PIPE AND APPURTENANCES. O -zcn0
t` °0 p0 °o 2"PVC SCH. 80 PIPING ~ 000000 °°000000000 INSTALL SERVICE L iTALL SERVICE LINES A MINIMUM OF THREE 3 FEET BELOW FINISHED ~ ~ ~ Z
~ N N 0°000° 00°000 00° GRADE AND A MIN p 4 X 8 X 16 SOLID 000000 000000000 [D ~ 'ADE AND A MINIMUM OF THREE (3) FEET BELOW DITCH INVERT I ~ Q
/ ~ CONCRETE MASONRY UNIT 0000 °oo°°oo°° rn o 0 0 0 0 0° 0 0 ENCASE SERVICE l ~ ~ ~ CASE SERVICE LINE IN PVC PIPE OR GALVANIZED STEEL PIPE NMEREVER
c p o 000 ;;.••:;;.:.:.•:i:•'• ~ N 0 SERVICE LINE IS I~ ENCLOSURE ~ RVICE LINE IS INSTALLED UNDER PAVEMENT. SHALL INCLUDE A 1000 WATT STRIP RESISTANCE HEATER _ Z WITH THERMOSTAT, POWER CORD, AND NEMA 5-20P PLUG SUITABLE O
CONCRETE x ~ BLOCKING SET METER AND B FOR 120 VAC, SINGLE PHASE ELECTRIC POWER. Z Q T METER AND BOX TWO FEET BEYOND RIGHT-OF-WAY OR 3' BEHIND TOP ~
~ 1" MALE ADAPTER, PVC 3 4" 90' ELL GI OF DITCH BANK, N 0 / ~ (UNFORMED) W DITCH BANK, WHICHEVER IS GREATER. ENCLOSURE SHALL INCLUDE A NEMA 5-20R RECEPTACLE TO PROVIDE F- CA
/ U 120 VAC, SINGLE PHASE ELECTRIC POWER FOR THE ENCLOSURE Q U ~ IS DETAIL PERTAINS ONLY TO 2° WATER SERVICES PROVIDED FOR SEWER HEATER. yS Q ~
~ 0 1" X 3/4" REDUCER, GI THIS DETAIL PERT v ' • • • PUMP STAl10N SIT rn ~ MP STAl10N SITES. r
I
ao Z Z
O o
U Z
3/4" YARD HYDRANT w
U
YARD HYDRANT 0 ~a E TYPE 11 -RESIDENTIAL BLOW-OFF ASSEMBLY F 2" WATER SER
ER SERVICE WITH GATE VALVE G 2" REDUCED PRESSURE ZONE H
BACK FLOW PREVENTER AND ENCLOSURE S HEET 106 OF 115

so IooSeaR 2oolo~ao 5D 30000 20041215 SD030002
REVI5ED 2.2404 S D 100590
FIELD ADJUST ALL RIMS WITHIN STREET AND ROADWAY
RIGHTS-OF-WAY TO FINAL GROUND ELEVATIONS. DO NOT
SET RIMS AT ELEVATIONS THAT WILL CONFLICT WITH NORMAL ROADWAY USE AND/OR MAINTENANCE ACTIVITIES.
HAND PLACEO BACKFILL SHALL. CONSIST OF~ I I FIELD ADJUST ALL RIMS TO PREVENT PONDING OF WATER RING TO BE GROUTED I I ABOVE THE RIM AND COVER. IN PLACE
ASS I -ASTM C33 N0. 57 GRADATION STONE CL I I
OR CLASS I< OR ~ -ASTM 0 2487- U.S.C.S. HAND PLACED BACKFILL SHALL CONSIST OF~ I I EXTENSION RINGS AS
SW SP GM GC SM OR SC. ASTM D2487 U.S.C.S. SOIL TYPES GW, GP, SOIL TYPE GW, GP, , ~ , REQUIRED ~.,.i.l ~Ir,
SW OR SP. ASTM C33 N0. 57 GRADATION STONE OR . 1. ; N
A COMBINATION OF ANY OF THE ABOVE. O
~ ~ r , 4
~ ~
~ l "1', a 'r .
~ ~ " a' :,,i 1 THICK NEAT ,
q ~ \ 1 ;i .q•. CEMENT MORTAR
~ 1. F .,p ; a
y ~ I \ ~1: ~ v,
~ j !1 T ` ° ~ n " w - ~ ~ MANHOLE 12 0
~ ` I ,i : • 4' ~ ~ STEPS MIN.
~ I~ ~ ~f ~i ~ ~
~ ~ i~ , ~ ~ L~ o \ o
~ ~ 12 " MINIMUM 1~ ~ ~ e
\ ~ ~ ' o i Z
~ \ 12" MINIMUM r ~ !1 ~ \ ~ ~ ~ 12" i
I \ z \ o ~ ~ • ' I a-MIN.,
z ~1I \ ° RING TO BE GROUTED pV PLACE. ~ U
o ~ , m H ~ / ~ ~ ~ d ~ BRICK MASONRY Z
G 1 ~ ~'h' OR CONCRETE ~ "o' EXTENSION RINGS AS ~ ~ ~ ~ M o M i , ~ W ~ N
~ BC/8, 4" MINIMUM 2-0 REQUStED, ~ 4-0 ~ cn M ~ ~ DIAMETER ~ ~ c ~ N ti
~ J p~xU~~ ~ ~ ~ Z
e ~ r p3
~ ;f'; $C/6,4 MINIMUM MANHOLE STEPS,• ~ ~ ~ • zQ N o a ~ m
' e i r, r, L m O O~ I
A , O C - ~ THICK NEAT CEMENT C ~
BEDDING MATERIAL SHALL CONSIST OFD .e..~. MORTAR ° ~ ~ ~ ;it t'L i S Y v 1 i
~ ASTM D2487 USC.S. SOIL TYPES GW, BEDDING MATERIAL SHALL CONSIST OF J
CLASS I -ASTM C 33 N0, 57 GRADATION STONE. GP, SW OR SP. ASTM C 33 N0, 57 GRADATION STONE ~ 9 ~ • d ~
OR A COMBINATION OF ANY OF THE A A A Q
A80VE. G. A ~
_ e Q CA p C
I X57 STONE BEDDING O W I'' THICK NEAT CEMENT U rn o
t• MORTAR ~ W T, M N
C P4SITE PIPE SANITARY SEWER PVC OM U m N N E ;4 ' LLU~`~°r°uMi~'
C SS "I" STONE BEDDING TO PIPE CENTERLINE SANITARY sEWER DucTI~E IRON PIPE LA 4-0 " Wm3UNN
TYPE p5° STONE OR GRANULAR BEDDING ASTM A 746 USE DROP STRUCTURE WHEN INCOMING SEWER ~ ~ ~ z ~ N GROUT INVERTA55 MANHOLE TO 8E IN IS 2.0 FEET OR MORE ABOVE MANHOLE INVERT. ~ r ° m
• ~,'j, ACCORDANCE WITH pop - m ~ ' , ••t' • ~ ` ASTM C--478. a Z E o =
'A•o DIAMETER SHALL BE MINIMUM 5' ON NEW DROP ~ < ,o ` ~
12.. 12- , •ir~, . MANHOLES WITH AN INSIDE DROP, ~ U ro m m t
MIN :j
• o~ sTONE POUr~oATIaN Ir MIN. DROP MANHOLE WITH OUTSIDE DROP
3
0
O N
RE A P EWER IP ANITARY D EWER N ITARY ITE A MP PV N RETE A H E MA ~ o ~E A M L DR P N LE
gg o 3 U
~ m ~ U ~ I ~
~ 20041215 SD031001 20050914 SD030510 20050914 SD030530 ~
a MARKED MARKED "SANITARY SEWER" OR 00 L } i ; m m' "STORM SEWER" ACCORDING TO USE m o } o'
I MARKED "SANITARY SEWER" OR "STORM N m to ° ~ m
:o "STORM SEWER" ACCORDING TO USE I ~ ~ o „ x o ? a ~ ~
y o 0 o FOUR (4) i/2 0 DRILLED AND ~ ~ ~ a a
~ PNITg9 ~ 5 l- A TWO (2) PICKHOLES TAPPED HOLES EQUALLY ° v v=i v o SEE DETAIL BELOW SPACED 90' APART c N
0 • m I o = °
~ ~ I x ~ a p o x a ~ ~
M ? SF EP N w EP o I ~ ~ .r 0,
~ M a 0 0 / Z D I t0 O. 3 U J U ~ O'
U ~ o FOI HO FOUR (4) 5/8"~ BOLT p o N HOLES EQUALLY ~ j: w ~ U rn ~j'
a~ SP. SPACED 90' APART o < a w ~ o
a3i ~ N ~ COVER PLAN VIEW EXISTWO MAtI#10LE " A " ~ z z a w', w AN VIEW o ~w, ~ a o
a ~~i ~~i. ,~~r i.ri. a,~~a,C-d~~:a~~~rti ~ . r ~r i ~r ~,~r o F z z ~ U.
v ~ o ~ ~ ~ z o 3 ~ _ U z .
~ ~ o a ~ 3 ~ ro
0 ~ COVER PLAN VIEW ~ ~ ~ o 0 o a o a a
I MINIMUM WEIGHTS ~ 23 1 /2" r 0 RING - 180 LBS /2" • 2' - 0" tai v v ~ a o voi of a 4 i, ;i • •r ~
A COVER - 120 LBS ;~:i; • t
a - I TOTAL - 300 LBS + " FOUR (4) 1 0 HOLES ON ; ~ M E STEPS
O n ,Y', Q 30 ~ BOLT CIRCLE EQUALLY ;J. Z
U A 0D SPACED 90' APART ~
~ " ~ " RING PLAN VIEW COVER SECTION ~ECTION • •t: o PROPOSED ;i;, ~ a
a RING PLAN VIEW PVCFONCEUAW Z U
a _ MINIMUM WEIGHTS ri'• Q F-
~ 12" RING - 175 LBS s ~ ~
25 1/4" 0 0 o COVER - 125 LBS NYLON STRAPe z TOTAL - 300 LBS SECUNEO TO W
T 22 5/8" 23 3 4" 3 4" MANHOLE U I-
/ / (U Q ' ~
~ N 22 7/B" / F- LL
o COVER SECTION ~ ti , . W ~ W
U ~ ~ o 0 T 23 3/4" ~
O
d^' 1 2" GRADE 60 STEEL / ,;,;.t, ~ w Ill
~ REINFORCEMENT COVER BOTTOM IOTTOM ~ ~
~ ° a ,a MIN. • ,,,yJ ::'r,:' I- } rY Q
o a I a FOUR (4) 1/ FOUR (4) 1/2 0 X 2 LONG ;;r~',:';:.,,;;,;,s;
d STN. STL. HE rn 5 3/4" N N 24 1/2" 4 3/B" ~ ~ WITH STN. S1 STN. STL. HEX HEAD BOLTS ~ ~ ~ 20 1 2" .r • ~ Q N N / WITH STN. STL. WASHERS ~ ~ U W LL
~ a n v a M S7 STONE FOUNDATION ~ ~ O
~ ~ ~ 33 1 4" a / a c 33" W Z Q
I ~ - ~ Z W ~
~ ro 4 a0 ~[l ° - ~ ' Q ~ ~
~v RING SECTION 1/6" THICK 1 8" THICK FLAT GASKET RING SECTION _ ~ / rY
a rn c Q ~ Z ~ Z Q
a~ ~ I o , a a BOLTING DETAIL DETAIL ~ nw r ~Wumr~ z
N ~ SECTION A-A ~ SO ~~~~i Q ~ ~
~ d ~ COVER BOTTOM RING AND COVER SHALL MEET THE REQUIREMENTS OF NC RING AND COVER CONTACT SURFACES SHALL BE MACHINED ,tA p,S ~~~~C/q i~~ ~ ~ TO ENSURE EVEN BEARING OF COVER ON RING. ,o ESS/ J,~ QOR %F Q ~
j DOT. ALL MANHOLES USED WITHIN NC DOT RIGHT-OF-WAY ~ t 9 SHALL BEAR THE APPROVAL STAMP OF THE NC DOT,
~ ~ c STEPS SHALL CONFORM TO ASTM C478 rn L RING AND COVER WITH GASKET AND BOLTS SHALL BE 9 - , v • - Z , i- F- SEAL - : ~ : SEAL : ~ - Z z EAST JORDAN IRON WORKS PRODUCT N0. 42384070, - _ _ _ ~
I o RING AND COVER CONTACT SURFACES SHALL BE MACHINED x~~ a x ~ TO ENSURE EVEN BEARING OF COVER ON RING. _ o U. S, FOUNDRY 669-KL-BWT, OR EQUAL AS APPROVED _ 28431 _ - 1972 p
RY THE FNGIWFFR , n % n a ~ I ~ U
co ~ o ~ a ~ PICKHOLE SECTION z SECTION LINE e~ ~
3 J ~ MANHOLE STEP MANHOLE RING & COVER 800 =te w 'o op '#fill H W MCI E, >
FLOODPROOF MANHOLE RING & COVER InII'mi r~i?nn+++
U
0.$
ova MANHOLE STEP E MANHOLE RING AND COVER F MANH MANHOLE RING AND COVER FORCE MAIN DISCHARGE INTO EXISTING MANHOLE SHEET 107 OF 115

so s~oao
20041217 S0100543 SD 0 ] 19 0 ~t PVC WYE FTTING
CLEANOUT MANHOLE WITH
"SANITARY" OR "SEWER"
ON TOP (CAPITAL FOUNDRY OF VIRGINIA, VB-WILM-CO IrL11~ I~ II/jet L
OR EQUAL} TO BE INSTALLED
(LUSH 4TH FINISHED GRADE Aiw
0~ °t 30
I SWIVEL CONNECTIOM ~ I/4`"'PLATE HERE OR ON CONNECTING
HAND PLACED BACKFlLL SHALL CONSIST OF: 3' ROPES ~
CLASS I -ASTM 02321, ASTM C33 N0. 57 GRADATION STONE, 4" PVC SERVICE PIPE 3/4".rHREaDED ROD Z . o
CLASS II -ASTM D2321, ASTM D2487 U.S.C.S. SOIL TYPE GW, GP, SW, OR SP, CLASS III -ASTM D2321, ASTM D2487 U.S.C.S. SOIL TYPE GM, GC, 5M, OR SC, 3 ~
OR A COMBINA110N OF ANY OF THE ABOVE. y2 ~ x /16 BAR. STOCK w PVC PIPE ADAPTER OR %2"ROD RUNNERS ~
G / PIPE Q// / ~ //,~l/ PIPE CROWN AS REQUIRED
- iv/ ~ i~ LONGITUDINAL SECTION OF MANDREL
BRICK 9UPPORT FLOW PVC TRUSS PIPE PVC TRUSS PIPE ~
FOR BDX PVC TRUSS PI( F a
ie U
/ 36° for.10 ARMS SCALLOPS CAN PROVIDE ADDITIONAL w O
40 ° for 9 ARMS CLEARANCE FOR SMALL STONES GASKET FITTING FOR PVC ~ ~ AND DEBRIS..
ScH. ao Pvc-Dwv s~,wER TRUSS PIPE WITH REDUCING ~ WYE FOR SERVICES `1~' , ' WELD 80TH SIDES c
~ / .SERVICE. PIPE AT V4 PER 1
\r TOOT MIN. GRADE. .I \ (ASTM 0-2669, D 78 9 } CUT EXTRA HOLES TO ~ I/4 PLATE
\r ~ COMBINATION ~ REDUCE WEIGHT OF LARGER
WYE & 45 BE MANDRELS I 3 I /2 x /16 BAR STOCK OR /2
\ R00 RUNNERS
z \ - BACKFlLL UNDER WYE FITTING AND ADAPTER WITH ~ 57 STONE V ~
\j ~ / , -CROSS SECTION OF MANDREL ~
\ N ~ / z ~ o~ ~ M
z \ p /\r ~ .LONG 5WEEP SEWER .LINE CONTRACTOR v! ~ U~~N~f`~')
O \ o TO STUB-OUT AND INSTALL. w \r v 49 KENO P W N LL~~ 0 ~ x Z 6)
m / 9C m RUBBER'fEST CA . r\\ \
PVC GASKETEO WYE FITTING TIE-IN BY USER WYE BRANCH z o o m d m c- r.. ~wn.v"L,E
°o°o°o°o°o°o°o°o°o o°o°o°o°o°o°o°°°o \r / °o°a°o°o°o°o°o°o°a°o 0 o°o°a°o°o°o°o°o°o°o O O O O O O O O O D D 0 0 0 0 0 0 0 0 0 0 \ /0 ID = MANDREL DIAMETER+' 0.0?° U N m o a m p
°o°o°o°°°o °°°°o°°°o°o°o°o°o°o°o°°oo°°°°oo \ o°o°o°o°o° °o°a°o°o°o°o°o°o°o°o°o°o°o°o°o° / o 0 0 0 0 o a o 0 0 0 o a o o a o 0 0 0 y ~ Om~ C F• LL 'A C
(f, ro
~ PIPE SPRINGLINE - ~ I'L
Q •
m= y
END VIEW OF PROVING RING ii, ~ ~
BEDDING MATERIAL SHALL CONSIST OF: ,c rn
CLASS I -ASTM D2321, ASTM C33 N0. 57 GRADAl10N STONE, CLASS II - ASTM D2321, ASTM D2487 U.S.C.S. SOIL TYPE GW, GP, SW, OR SP, FOR BEDDING AND BACKFILL SEE SPECS. PIPE MANDREL MANDREL ~ W
CLASS III - AST>d D2321, AS1M D2487 U.S.C.S. SOIL TYPE GM, GC, SM, OR SC, NOMINAL CONTACT DIAMETER PROVING RING DIAMETER C~ r°ii
OR A COMBINATION OF ANY OF THE ABOVE. FOR PIPE SIZE SEE PLANS ANO 810 SCHEDULE'' WYE INSTALLATION LIMITS DIAMETER LENGTH (%of Av. Diameter) C ~ ~ N N ~
ALL SERVICES CROSSING PAVED NC DOT STREETS SHALL BE INSTALLED BY UNCASED DRYBORE LL~aNnN C f.
UNLESS THE MAIN SEWER LINE I5 INSTALLED UNDER THE EXISTING PAVEMENT OR UNLESS 6 6" 95 % MANDREL DIAMETER 0.01 " w ~ 3 U ~ a 1- I°_ZN~
NOTED OIHERWISE ON PLANS. SANITARY SEWER PVC PIPE ~Y~~vv 8 B" 95 % .MANDREL DIAMETER + 0.01 " a z 0 p
CLASS I, II, OR III NATIVE SOIL OR STONE ~aaioaa
BEDDING TO 1 /6 OF PIPE DIAMETER 10•~ 10" 95% MANDREL DIAMETER +O.OI" d ~ M " m ~ t
ASTM D2321 i2" 10~~ 95 % MANDREL DIAMETER+ 0.01 "
15" 12" 95% MANDREL DIAMETER+0,01"
ANI ARY SEWER BEDDING FOR PVC S T 18~~ 15~~ 95% MANDREL DIAMETER+O,Ot"
3
~ ~ M p
O I ~
PV ANITARY EWER ERVI E I E PV ANITARY ER ERV ANITARY EW PV Y EWER ADDLE IN TALLATION MANDREL J ITAR
~ O ~ U
3 9~
N SD 0316058 so looso I ~ o .t U
~ SD 1005828 CLEANOUT MANHOLE WITH O v ~ ~ ~ / ; m m m
N "SANITARY" OR "SEWER" C IA ~ ~ m W~ d ~ >
'o ON TOP (CAPITAL FOUNDRY OF VIRgNIA, VB-WILM-CO ~ w x ~ > d ~ ~
p OR EQUAL} TO BE INSTALLED ~ ~ ~ ~ a a m
FLUSH WITH FlNISHED GRADE R/W c 0 o u~i v o Q C N T
~ HAND PLACED BACKFlLL SHALL CONSIST OF: ~ I ~ O L
~ ASTM 02487 U.S.C.S. SOIL TYPES GW,GP, I a O o HAND PLACED BACKFlLL SHALL CONSI5T OF: mx ~ ~ ~
N 5W, SP, GM, GC,SM, OR SC. ~ ~ I ASTM 0 2487 U.S.C.S. SOIL TYPE GW, GP, SW, % o ~ ~ ~
o ASTM C 33 N0: 57 GRADATION .STONE , 3' U OR A COMBINATION OF ANY OF THE A80VE. SP, GM, GC, SM OR SC• 3 U .~l U M O
ASTM C 33 N0. 67 GRADATION STONE . o N ASTM C 33 NO. 57 GRADATION STONE , lil ~ U Q, tV
a~ 3 OR A COMBINATION OF ANY OF THE ABOVE . o Q a z ~ ao
!n _ h Z Z ~ ~ ~ W w ~ ~ m
~i~ ~ ~ W ~ O O
v = N/ ~ O w~~ Z Z N U ~ Y O~ F O Z O
~ i~ p /l/ BRICK SUPPORT ~ ~ r, a~3~
to y\ ` FOR BOX \ o 0 0 o a a E'
~ / O % Y y~~ v v v~ a o voi a ~
\ Q. ~ / ~ 7
~ ~ J~ T T ail
o / z r P sEwER Z
~ ~ ~ - ~ ~ / SERVICE PIPE AT Y4 PER / ~ 4 /i ~ o
p~ r f FOOT LIIN. 6RAOE. 7 1 ~ ~ (ASTM D-zees, D-Ire91 7~ r I 12 MIhAUMUM Q
Ir ~ / / ~ I COM8INATION ! U Z
n. r2 MINIMUM WYE 9.49°8EN0 Q F-
~ l 1 _ ~ /i c~ ~ ~ tY ~ r ~ o
N z 1/ l/ Z ~ o z ~ I/ z c ~ W ~
o ~ o w ~ w W t U
_ m 1 fl m v ll u m ~ gG ~ ~ Q' Z ~ - Q W
~ ~ ~ LONG SWEEP SEWER LINE CONTRACTOR T Q ~
p \r 45° BEND TO STUB-OUT ANO INSTALL U \ . , ; : •''i. , TEST CAR ~ .I` u1 ~ W
• BC/8 4 MINIMUM ~ ••'y r • - . ~ 0
r. ~ `G - / • a'~•~ 8C/8 4"MINIMUM •y/ 0 W .r ~ U
~ = ~ /l ` : /l. l oll ~Il>~~ DIP WYE TIE IN eY USER , ~ f ` _ I
cfl ~ W W ~ ~ ~c~- ~
O ~ } ~ 0
rn BEDDING MATERIAL SHALL CONSIST OF A L CONSI ST 0 F: ~ ~ W BEDDING MATERIAL SH L Z
~ ASTM D2487 U.S,C,S., SOIL TYPES GW, rn ASTM C 33 N0. 6T GRADATION STONE • ~ Q
r GP, SW, SP, GM, GC, SM, OR SC. ASTM C 33 N0. 57 GRADATION STONE. U ~ W
o ~ ASTM C 33 N0.57 GRADATION S70NE ASTM D2487 US.GS. SOIL TYPES GW, GP, ~ Z (f7 O SW OR SP, OR A COMBINATION OF ANY W Q
~ aD OR A COMBINATION OF ANY OF TH E rl N A@OVE. } Z OF THE ABOVE, W ~
ro M ~ ~ Q
~ ~ FOR REDOING AM BACKFILL SEE SPEC9, / N r p
Q, FOR PIPE SIZE SEE PLAN9 AND B!D SCHEDULE ~ ~ z a 0
~ ~ STORM I ~ ALL SERVICES INSTALLED INSIDE RAILROAD RIGHT-OF-WAY SHALL BE DIP. n n STORM SEWER REINFORCED CONCRETE PIPE ~ Z Q Z ~
x o CLASS C SANITARY SEWER DUCTILE .IRON PIPE LASS C GRANULAR BEDDING TO I/6 OF PIPE DIAMETER Q ~ 0) \~~NUUUItr~~~ n ~ U ~
QO ALL SERVICES CROSSING PAVED NC DOT STREETS SHALL BE INSTALLED BY UNCASED DRYBORE PSSOC~ ~~i~i ` A ~ii~ Q t~
~ ~ TYPE 3 NATIVE SOIL OR STONE BEDDING ASTM A746 UNLESS THE MAIN SEWER LINE 15 INSTALLED UNDER THE EXISTING PAVEMENT OR UNLESS ~ _ NOTED OTHERWISE ON PLANS.
~ U ~ L P: q I- ~ o a; ti.
I v ~ _ SEAL . ~ - SEAL ~ o
u ~ ~
0 ~ T 1.71E i`; tU'Td1 r ` Z
3 ~v
LL-
m c ~ v
o'° DIP SANITARY SEWER SERVICE E DIP SANITARY SEWER SERVICE F
ova R P BEDDING G SHEET 108 OF 115

20041216 SD100008 SD 102020 20040430
960718 SD 032b32
2"X2"X1/4" /4"
ANGLE SUPPORT ~ TO MANHOLE WALL SORT WALL 4
PIPE 1' DISCHARGE ARGE u-eat
TO TOP OF STONE 'ONE 1" BRONZE
BALL VALVE
2" BRONZE IZE
BALL VALVE 1LVE 2' NPT METER BOX
( SUPPORT BOTTOM WITH ~ z BRICKS I O_
3' OF I" FLEXIBLE to
o°o°o°o°oo°o°°o°o°0°0°0°°°°0°0°0°0°0°0°0°° o HOSE ~W • 0°0°0°0°0°0°0°0°0°0°000°0°0o0°0a0°0°0°0°0 H05E COILED oaoeooooooovooeoopooooo0oooooQOQOaoQOOO;o CLAMP ~ o0e°°°°000°0°0°000000°°00000°0°0°0°0°0°0° IN BOX
24" I . DIA ETER o°o°o°o°o°S°&°o°e°e°e°o°S°S°i°8°B°o°o°o°% SEWER FORCE MAIN o°o°o°o°o°°°e°°°0°e°o°e°o°o°o°o°o°o°o°o°e ANGLE METER STDP 0 0 000°0°0°0°0°0°0°0°0oooooQOQOQOa ° ° AND SADDLE
°°Oe0e0°000°°000000°°°0°D°o°0° t °0°0°0°0°e°0°0°0°000°0°0°0°0°0 1 o ooo 0eoae ooo DOOd ~ ~ _ ~ 0°0°0°0°0°0°0°0°0°0°000°0°0°00 .
D + 6p MIN. _y EXISTING 9"t ~ D + 24 MAX. GROUND 2 eeeeeoooooo0ooa d ~ d °o°e°e°o°e°0°o°0°0°0°0°0°0°0°0 °oe°°e°0°oo°D°° ZZ 0 0 o e o 0 0 o e°0°o°°°o°0°°°0°e°o°o°0°0°o°°°e o o o o°°° O
7"2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 D ° ° ° 0 ° ° ° 0 e ° 0 ° ° ° 0 ° ° D ° ° D 0 ° D 0 ° ° D pp°ppOp~e~pOp~p~pOpQp~pOppOpODOp000~0~0~0Q040QOQOQOQepD0Da00OQ t Z a 00e0o0o0o0o0e0o0e0°0°0°0°0°0°0°0°0°0°0°0°0°000°000°0°00000°0°0 00 - NIPPLE _
°0°0°0°00000000000o0o0e0e0e0o0o000000°°°°0000°00°00000°0°0°0°0 ~ U
W O BRICK SUPPORT
\ ~ ~ ~ ~ CONCRETE PRECAST o X57 STONE TO
/ r~ ~ r ~ ~ VALVE BOX PROTECTOR m TOP OF PIPE ~ a
RING . ~ 0
J ~ > ~ BRICK SUPPORT I" PE TUBING
~ ~ d z
w ` VALVE BOXES TO BE ~ ~ p ~ CAST IRON. Y ~ RING GROUT RING IN PLACE RING AND COVER
~ ~ ~ o M
z ` w - ~ J U~
~ NON-SHRINKING MORTAR ~ OR GROUT OVER JOINTS ~ G MORTAR ~ :R JOINTS ` y Z Z o
~ MI .THICKNESS = 1" VALVE BOXES TO 8E ( N ) ~S = 1") ' iu M ~ M' U) w P ~nr,l
I ~ BLOCKED w
(0 1L 7~ n~~ W J osxVoml ~ 0 2 r ~
`c > S~m ^~m; U Q"
a/~ ~ t ~ ~ Z~~NC°~i Q
~ DOGHOUSE STYLE ~ MANHOLE ~ )11SE STYLE io ~ r ` ~ W a a c° ;E ~ mo a m'~. )LE ~ ~ ~~m
\ O ~ ~~i C
~ z ~ f0 m ~
D FORCE I" CORPORATION
\ " N ~ ~ rrPE e MAIN STOP Q •
.i / t ro d ..r
a~ PLACE SADDLE ~
SADDLE ~ AS SHOWN Q
MANHOLE TO BE ~ W SET ON BLOCKS U
FORCE MAINS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET IN ALL DIRECTIONS WHEN INSTALLED NATHIN PROVIDE 2"; M O I
TWENTY (20) FEET OF THE ROAD CENTERLINE. IF FORCE MAINS ARE INSTALLED IN A DITCH OR DITCH SLOPES VALVE. PROVIDE 2"X1" SHORT BODIED TYPE COMBINAl10N AIR AND VACUUM SEWER ~ ~ v N N h ~y~•OlmM VALVE. a~vNn~~
OR BEYOND TWENTY {20) FEET FROM THE ROAD CENTERLINE, MINIMUM BURY SHALL BE INCREASED TO FOUR 0 ~ m
(4) FEET IN ALL DIRECTIONS. FORCE MAIN INSTALLED INSIDE RAILROAD RIGHT-OF-WAY SHALL HAVE MINIMUM MINIMUM M~ MINIMUM MANHOLE INSIDE DIAMETER TO BE FOUR 4 FEET. FORCE MAIN ~ ~ ~ z n ) t -~N ~~o m ..I
BURIAL DEPTH OF FOUR (4) FEET. MINIMUM MA MINIMUM MANHOLE DEPTH TO BE FIVE 5 FEET. o z 0 • ~ m a E~
fan: r,E
PRECAST CI CCORDANC W1 o n ~ m U PRECAST CONCRETI_ MANHOLE IN A E TH ASTM C478. tf ~ M m LL t ~
MANHOLE SI MANHOLE SHALL BE DESIGNED FOR H-20 HIGHWAY LOADING.
rn
3 a0 ~
M p
n n M RELEA E o AIR A I H
I R I VAL' 1 MAN AL AIR RELEA E ALVE A E BL BLY MANH LE VALVE A EM
p s* U
3 ai ~ U ~ I c
~ TABLE 1 -MINIMUM THRUST BLOCK AREAS AND DIMENSIONS ~ 20000616 SD101500 ~ o .,f U CO ~ j; m}m.;
~ 90' BEND 45' BEND 22~' BEND 1114' BEND TEES AND PLUGS I NOMINAL 1. Concrete shall have a minimum compressive strength of 2500 psi at 28 days. m
PIPE AREA B H AREA B H AREA B H AREA B H AREA B H ~ ~ p p m p v
o SIZE sf in in sf in in {sf) (in) (in) (sf) (in) (in) (sf) (in) (in) 2. Minimum thrust block bearing areas shall be as shown in Table 1. Thrust block ~ dimensions shall be chosen such that the width (B) is between one and two X ~ W O O o > a ~ rr
~ times the block hef ht H . p y 2" 0.4 10 6 0.2 8 4 0.1 6 3 0.1 6 3 0.3 8 6 g Dimensions shown In Table 1 are referred but ma O r p c ~ o ~ a'
~ be varied to meet site conditions. o u N U p Q
3" 0.8 13 9 0.4 10 6 0.2 6 5 0.1 6 4 0.6 11 8 ~ 3. Thrust blocks shall bear against the item being blocked for a minimum of 60' 0~ 01 t
~ 4` 1.5 18 12 0.8 13 9 0.4 10 6 0.2 6 6 1.0 15 10 above and below the horizontal centerline of the item. I ° a O o X a ~ ~ ¢
~ 6" 3.0 24 18 1.6 20 12 0.8 13 9 0.4 8 8 2.1 21 15 4. Surfaces of item being blocked shall be covered with polyethylene encasement o ~ ~ rn I ~i 4,~ 00 0
o prior to placing concrete to prevent direct contact and bonding with concrete. U 8" 5.2 32 24 2.8 24 17 1.4 17 12 0.7 11 11 3.6 26 20 3 U J U i~ O
~ " 5. All joints shall be accessible for repair and/or future connections. Concrete shall O N } 41 W U 01 t+f
3 10 7.7 40 28 4.2 30 20 2.1 22 14 1.1 13 13 5.5 33 24 not cover bolts, nuts, or glands, R' ~ Q Z 01 ~ r-; O~ Z Z ~ I O ~
~ 12" 10.9 50 32 5.9 36 24 3.0 24 18 1.5 15 15 7.7 40 28 W ~ m
a L 16" 18.9 65 42 10.2 46 32 5.3 32 24 2.6 24 16 13.4 54 36 rr ~ W o o ~ ~ ~ o o
a F- Z Z ~ V' W 3 0~ U o z of J Z
~ Bearing areas in Table 1 above are based on bearing ~ p a ~ 3 ~
N ogainst sand. For other soil conditions, the areas and ta' 1iIN. - ~o`r e: SNALLQt I 24' AIIN. - 12"r ~ LARGER p p p a o a a
~ dimensions in Table t above shall be multiplied by the ~ appropriate multiplier from Table 2 below. U U U~ d ~ UU1 0
D. GROUND SURFACE @~
I
o TABLE 2 -SOIL MULI1PLIERS e,~ Z ~ d UNDISTURBED SOIL e/1 Q z
U SOIL UNDISTURBED SOIL ~ BEARING AREA DIMENSION Z Z ~ a, caNCRETE J i
SOIL STRENGTH ~ ~ ~ ~ ~ ~ THRUST BLOCK ~ TYPE MULTIPLIER MULTIPLIER ~ r =N ~ !Y
/ {Psf) s Q Z ~
Soft Cla 1 000 4.00 2.00 ETE E y coNCR Q ~
a'. THRUST BLOCK Silt 1 500 2.67 1.64 ' r ~ o
v7 ~ _ z W ~
Sandy Silt 3,000 1.33 1.16 " ~ ' a ~ ~ THRUST ~ U I-
U Sand 4,000 1.00 1.00 ~ ~ Z Q W
Sandy Clay 5,000 0.80 0.90 C~ICRETE _ ~ r Q H LL ~
0 1HRUSi BLOCK ~ ~ N U Hard Clay 9,000 0.45 0.67 s = w W o ~
UNDISTURBED SOIL z ~
~ TYPICAL SECTION VIEW PLAN VIEW - 90' BEND PLAN VIEW - 45', 22)¢', AND 11)4' BENDS ~ 0 - ow ~ U
i ~~n.
ao c~ ~ w W ~ ~ ~t~- ~
0 ~0
I ~ W z ~
~ B C~ oaC~
~ B/2 UNDISTURBED SOIL U F- W LL.
~ ~ W Z Q
~ cD B/2 CONCRETE THRUST BLOCK N UNDISTURBED 5ql THRUST BLOCK ~ z W ~
d' r ~ r- ~ ~ Q
~ N N ~ ~ ~ ~
~ : \ +9~ ~ . m ~ ~ m ~ Z h- Qo
N ~ THRUST , ( O ~ ~zQ 111 11 j11111i1111 z
X N THRUST ro d'
~ r \ ~ ~.~~p,,,, TF% rn
C ~ S PAR '1 `'C
N U - SEAL ~ _ = ~ : SEAL . ~ _ Z - Z ~
I o ~ X - 28 31 = 1972 - 4 - - o 0
X ~ ~
00
o PLAN VIEW - TEE PLAN VIEW - PLUG
3J~ W.1~~ ~ILLE~ '~'tnnn,~+++ ''ttnnnn+++a
U
cp c: N
0 O
L CONCRETE THRUST BLOCKING FOR FORCE MAIN OJT . E
SHEET 109 OF 115

SD044020-R 20041217 SD040000
20041214 SD103002
MEASUREMENT UMITS FOR CREEK CROSSING OR RIVER CROSSING PAY UNITS - 'AY UNITS
3/4"FS 90' EYEBOLT
3/4"0 THREADED ROD WITH STANDARD 3/4"0 MECHANICAL HDPE, SDR 9 DR 9
NUTS AND WASHERS ON EACH END JOINT BOLT AND NUT MECHANICAL JOINT WITH PE3406 FORCE MAIN GRIPPING RING RESTRAINT FORCE MAIN MECHANICAL JOINT WITH GRIPPING RING RESTRAINT
3/4"0 90' EYEBOLT R/W R/W
z_
TRANSITION MJ ADAPTOR ~ TRANSITION MJ ADI 30' R/W 30' R/W INSI110N MJ ADAPTOR
Q Q DIP TO HDPE ~ HDPE TO DIP O Rw 'E TO DIP I R/W
/ N
EXISTING ASPHALT z 0
N
Q EOP EOP w
C/L _ BRIDGE OR _ ~ Q - - - CULVERT(S) C/l
z EOP ~
EOP 5' MIN. ~ i~ TYP. a
~ ~ U N
PIPE OR FTTING JOINT PIPE OR FITTING JOINT W O 1
R/W
R/W ~ a
0
o: 0 WATER MAIN
STEEL CASING z
1. PROVIDE THRUST RODDING IN ACCORDANCE WITH SECTION w 02668 OF THE SPECIFICATIONS. ~ TYPICAL DRYBORE CROSS-SECTION
U
2. PROVIDE THRUST RODDING WITH 90' EYEBOLTS, RODOING LUGS, TRANSITION MJ ADAPTOR AND THREADED RODS IN ACCORDANCE WITH THE TABLE TO THE DIP TO HDPE TRANSITION MJ ADAPTOR NOTES HDPE TO DIP U °
LEFT. PLAN VIEW m 1. ALL CASING SHALL EXTEND FROM THE z
NOMINAL NUMBER OF 3. EVENLY SPACE THE REQUIRED NUMBER OF THRUST RODS EDGE OF PAVEMENT A MINIMUM DISTANCE 3 ~ ~ m r~o~, .
PIPE SIZE THRUST RODS AROUND THE PIPE JOINT MECHANICAL JOINT WITH EQUAL TO THE DEPTH OF THE CASING g~~ pIJ~R ~ w ~ ~ r ~ MECHANICAL JOINT WITH v U m r. ~ ~ BELOW THE PAVEMENT, BUT NOT LESS THAN CASING ~ c N ~ N ~ M
(inches) REQUIRED GRIPPING RING RESTRAINT EXISTING 4. INSTALL EYEBOLTS IN LIEU OF STANDARD MECHANICAL JOINT GROUND MINIMUM RADIUS = GRIPPING RING RESTRAINT FIVE (5) FEET. ~,J,J ~ LL ' ~ p ~ oZrn~,
4 2 BOLTS IN ROUND HOLES. INSTALL RODDING LUGS USING SURFACE 1200 X DRILL ROD DIAMETER, OR 2. EACH END OF THE CASING IS TO BE SEALED ; , : BRICK & MORTAR ~ z H o m „
2 STANDARD MECHANICAL JOINT BOLTS IN SLOTTED HOLES. DO 50 X PIPE DIAMETER, WHICHEVER IS GREATER. 6 NOT USE EYEBOLTS IN SLOTTED HOLES. WITH BRICK AND MORTAR. - SEALING ENDS Q Qm ~ a c KWav"c E
V ~ mo °m~' 3. CONTRACTOR SHALL PROVIDE SPOT z ' , ~ ~ ~ LL
8 2 5. COMPLETELY TIGHTEN ALL MECHANICAL JOINT BOLTS BEFORE ELEVATIONS OF CASING DURING BORING ~ ~ c ~
10 4 INSTALLING THREADED RODS. OPERAT10N AT LOCATIONS REQUESTED BY , ~ m ~ - ENGINEER. CONTRACTOR SHALL REPAIR ANY ' d
12 4 6. WHERE THRUST RODDING IS REQUIRED AT THE ENDS OF STEEL PAVEMENT CUTS ASSOCIATED WITH THE
CASING, WELD EYEBOLTS TO THE OUTSIDE OF THE CASING WITH 20' MIN. 14 6 1/4" BY 3" LONG WELDS ON EACH SIDE OF EYEBOLTS. SPACE PVC FORCE MAIN HORIZONTAL 20' MIN. SPOT ELEVATIONS. THE COST OF PAVEMENT ; PVC FORCE MAIN ~ ~ Q HORIZONTAL REPAIRS SHALL BE INCLUDED IN THE PRICE
EYEBOLTS AROUND CASING AT ANGULAR LOCATIONS OF THE DRYBORE. ' Q ~
16 8 CORRESPONDING TO THE ANGULAR LOCAl10NS OF EYEBOLTS ~ m DIP, CLASS 50 ~ °
AND/OR RODDING LUGS ON THE FITTING OR VALVE. DIP, CLASS 50 MINIMUM RADIUS = p 18 B FORCE MAIN 50 X PIPE DIAMETER HDPE, SDR 9 FORCE MAIN 4. PROVIDE THRUST RODDING BETWEEN THE c 9 STEEL CASING AND THE FIRST FITTING ON Q
7. INSTALL THREADED RODS THROUGH EYEBOLTS AND RODDING z PE3408 FORCE MAIN 20 10 LUGS. INSTALL NUT AND WASHER ON EACH END OF THREADED ~ WATER MAIN Q W )RCE MAIN THE PIPE LINE EXILING THE CASING IF THE
MINIMUM RADIUS = FITTING IS WIIHIN TEN (10) FEET OF THE TYPICAL CASING END VIEW U M o
4 ROD AND TIGHTEN SNUG. DO NOT OVERIIGHTEN. ~ 24 1 50 X PIPE DIAMETER END OF THE CASING. WHERE A VALVE IS S ~ v ~ N ~ L - ~ N i LOCATED BETWEEN THE END OF THE CASING LL ~ ~ o ~ N
AND THE FITTING, THRUST RODDING SHALL ~ o ~ m N ~ BE CARRIED THROUGH THE VALVE. F ~ ~ z ~ N ,
HDPE TO BE INSTALLED UNDER CREEK OR iER CREEK OR r o m ~ ~ ,
RIVER BY HORIZONTAL DIRECTIONAL DRILLING ;110NAL DRILLING ~ o ' = m O2~ > c m i
~~n:~a.y1
OM LLm~ t F~
SECTION VIEW r
~ ~
M ~ O
O I I
RIZ NTH DPE I TALLED BY H HH N WIT K R RIVER R IN I REE T R DD INT THR NI AL J ME HA BIZ NTAL DIRE TI NAL DRILLIN TYPI AL DRYB RE ~o
~ p ~ U
3 ui ~ U
SD041002-R d- 940124. SDf02030 SO 102 050 r o d~ U
o GROUND LEVEL I p ~ } m m'. u m ~ 0 p p } pl,
N ~ t ~ ~ ~ ~ m j';
0 X L w d ~ ~
p CANTERED CENTERED ~ ° ~ ~ a a'
c 0 ~ 0 V~1 U ~ Q' VALVE gOXSHALL BE DEWEY ~ ~ ~
PROPOSED FORCE MAIN U ROS. V8X- TE 100 OR EOUAI d g ~ ~ a ~
7 L Bn WHEN APPROVED BY OWNER, x a ~ ~ ~
c FORCE MAIN SHALL BE CENTERED OVER STORM z ~ io ~ .r
~ TWO- RINGS OF # 2 v DRAIN. ~ Z ~ 0 C~JG BAR 71 " U ~ ~ is a PIPE JOINT REINF R /4 13 U J U i~ O 7 /4 o N
` 0 PIPE JOINT SHALL BE INSTALLED OVER M ~ ~ I 5 5/g" iv W I
~ N ~ 7/8 ~ STORM DRAIN. EXISTING STORM DRAIN M_ O Z z W l~
~ ~ ~ LUGS° W.y m
~ 3 REO D L / I M IL ~i ~ ~ o S ~ ri ~ d o ~ /4'x3/4 x3/B~THICK w Z Z h- U
o GROUND LEVEL LUGS ~ 3 REQ D. g•. ~ ~ o ~ ~ ~ z o
o \ \ ~ / ~ / n / ~ ~ ' Sig,. „ ~ o a v. ~ z g%g a ~ ~ ~ '
I p p o o a a Q Q Q Q~~ U Q
~ PROPOSED STEEL CASING ~ CENTERED -~1-CENTERED U U U~ d 0~ p ~X
d ' DETAILS SNOWING LUG
I PROPOSED FORCE MAIN M # I tOP SECTION ~~X~~= 6 ~ Q
Z 1
#2 TOP SECTION~~X~- 9~ Z
v~ 10 LF OF STEEL CASING SHALL ~ ~ 5/8 A MINIMUM OF Z o 5/g" #3 TOP SECTION~~X~= 12" ~ ~4.. Q
~ BE INCLUDED IN UNIT PRICE OF PIPE. ~ ~ ~ ~ PIPE JOINT 6 /4 6 A Z U
a STEEL CASING SHALL BE CENTERED OVER STORM 10 10" 5/g~ _ ~`a. ~ ~ Q H
~ DRAIN. EXISITNG STORM DRAIN ~ TOP SECTION 3/g • / ~1ti ~ a ~ ~ )P SECTION ~ ~ z
~ NO PIPE JOINT SHAII BE INSTALLED INSIDE CASING. / p W (A
5 %2,. 5 %2" ~ V F-
U TRANSITION TO 36" MINIMUM COVER WITHIN 50' ON EACH SIDE OF STORM DRAIN. SEWER ~ ~ z I .1
> 9"t 4 y~. 7• ~ Q ~ W 4 ~ 4a
0 U 3000 LB. PSI i W ~S W ~ ,
GROUND LEVEL CONCRETE ~ MINIMUM Z ~
PLAN ~ ~ O - - L1J ~ V
~ ~S ~ ' W
~ EXISTING STORM DRAIN a ~ ~ > W ~ I ~ v 7/8 ~ (n 7 5~„ a ~
M FORCE MAIN SHALL BE CENTERED UNDER 2" x ~5~., O STORM DRAIN. ' PICK HOLES ~ O
~ W z ~ 7. \ 4~ ~ Q >
~ NO PIPE JOINT SHALL BE INSTALLED UNDER " 7` p~ 6 2 rn STORM DRAIN. ~ Z PIPE JOINT N U F- W
/ E PIPE JOINT cv ~
O v J ~ 3 %2 " ~ Z ~ W 67/8 Q
I M PROPOSED FORCE MAIN t\ fV " 8" W ~ ~
`h ~ 24 MINIMUM DIAMETER a0 g" N ~ Q
~ ~ CENTERED CENTERED SECTION ~~A y. r- I-
BOTTOM SECTOd c ~ ~ Z TOM SECTION Q O ~
ail ~ DING BENEATH THE x o WHERE UNCASED BORES ARE NOT POSSIBLE OR WHERE DURING INSTALLATION THE BEO # i BOTTOM SECTION ..X., = 12 12 " ~ Z Q / ~
~ EXISTING STORM DRAIN IS DISTURBED, THE FOLLOWING ACTION SHALL BE REQUIRED: # 2 BOTTOM SECTION ~~X~ = 16 i/2 `~???I?IUylll~/ ? II Z ~ SSOC~ ~ e R ¢ rn
# 3 BOTTOM SECTION ..X.. = 201/2' ~ P++""++++~/' ~ V ~
~ ~ A. THE EXISTING STORM DRAIN SHALL BE REMOVED AND 57 STONE BEDDING SHALL BE USED BETWEEN THE / ~ # ~ L FORCE MAIN AND THE CENTERLINE OF THE STORM DRAIN, OR #4 BOTTOM SECTION'~X~~ = 26 /2 , 0 „ ~i , ~ ~o,c, ~,z. 9; I- ~
v~ L =g. SEAL ~ .a SEAL - Z z
I v B. THE EXISTING STORM DRAIN SHALL BE SUPPORTED IN PLACE AND PLOWABLE FILL (CEMENT GROUT) SHALL 1972 - 28431 = ~
x ~ ~ BE USED AS BEDDING BETWEEN THE FORCE MAIN AND THE CENTERLINE OF THE STORM DRAIN.
° co ~ THE COST OF BEDDING, #57 STONE, FLOWABLE FILL, ETC. SHALL BE INCLUDED IN THE UNIT PRICE OF THE 3 „ PROPOSED MAIN.
~J~ MLLE W. M
U
c ; D > N
30~ B X PRECAST CONCRETE VALVE
000 VALVE BOX G--l SSHEET 110 OF 1
° -'a FORCE MAIN CROSSING PROTECTOR RIN 15

ELECTRICAL QUICK DISCONNECT BOLT-DOWN UD
R/W
VENT DISCHARGE SUDE FACE
QUICK DISCONNECT AND VALVE
SET CURB ST01 SET CURB STS AND CURB BOX 2' BEHIND R/W LINE OR 3' BEHIND TOP OF ROADWAY DITCH BANK,
1 1 4" FEMALE NPT DISCHARGE CONNECTION UNE OR 3' BEI / WHICHEVER IS i WHICHEVER IS GREATER
SLOPE GROUND TO DRAIN AWAY FROM ACCESSWAY / ~ / PROPOSED FlNISHED GRADE
EXISi1NC GROUND _ ~ ~ ~ ~ EXISTING GROUND
~ 114•BRASSADAPIER ~~~i\~~~~\~ /\/~/i\ ~ j\~\ j\ j\~\\ \
DIRECT BURIAL BREATHER T 1 4• BRASS ADAPTER POWER/ALARM CABLE PVC CONDUIT / \ EXTENSIGN TYPE \/\\/\\/\\/\\/\\/\\/\/\\/\/\\/\\/\/\/\\/\\/~\l \i\/\~\~\/\ r\~\~i\ r\ r\\i\\i\r~ /
i~//,~ PLASTIC CURB BOx ~ ri. ~i. Z
Z ANCHOR BOLT 1 1/4' PVC ADAPTER CHECK VALVE IALVE MATH CAST IRON LID O t i/+" BRASS ADAPTER C) ~ t i/+' PVC ADAPTER 1 1/+' PE SERVCE PIPE
~ (TYPICAL} 1 1/4" PE SERVCE PIPE a PROVIDE LOOP IN SIDR 7 200 PSI ~ I/4" PVC NIPPLE 1 1/4• PVC NIPPLE E z SIDR 7 200 P51 ~ 1 1/+` PVC NIPPLE ~
I POWER/ALARM CABLE N CHECK VALVE ° d ° 1 1/4" PVC ADAPTER 0 ~ CHECK VALVE
* n d a d ~ ° ~ a a 8 2~_Q• o ~ T 1/2• x ~ ~/a" N
I ° a DIAMETER BRASS ADAPTER 1 1/4' BRASS ADAPTER ~ o t t/2' x t t/+' 1 1/2' x 1 1/+' BRASS ADAPTER
d ° ° °D I e d ° BRASS ADAPTER Z 0 F a
d rc N
TO PUMP STATION SEAL WET WELL JOINTS 'MTH W O
CONTROL/ALARM PREFORMED BUM RUBBER ~ n PANEL JOINT SEALANT MEETING THE d POWER
REQUIREMENTS OF ASTM C990 CABLE ° 1 1 /4• PE SERVICE PIPE t t/z' X t t/+' GR 1 t/+' PE SERVICE PIPE BRASS ADAPTER MNN a
° a UFTOUT ROPE a SIDR 7 200 PSI FROM 1 1/2• BALL CURB STOP SIDR 7 200 P~ ° ILL CURB STOP
~ NOUSE Q 4' X B" X 16' SOLID CONCRETE MASONRY UNIT 1 1/2° CORPORAl10N STOP WITH
M PLUMBING ; 1 1/4• FLEXIBLE rc~ I 4• PVG DWV i ' DISCHARGE HOSE o 0 MALE NPT INLET AND OUTLET 1HREADS p z
f° INFLUENT PIPE ~ i d o ~ Y a i ° .I U [7
~ NZ C9 N SERVICE SADDLE WITH
~d ~ tr ~ 1 1/2' FEMALE NPT OUTLET 1HREADS LO INSTALL SERVICE LINES A MIt~MUM OF 3' BELOW FlNISHED U
FLEXIBLE PIPE TO MANHOLE d ° w CONNECTOR SLEEVE ° d GRADE AND A MNJIMUN OF 3' BELOW DITCH INVERTS '~j m
ALARM , a e o ENCASE SERVICE Utz IN PVC PIPE WHEREVER SERVICE LINE IS .27 N m M~M INSTALLED UNDER PAVEMENT to W d ~ n ~
COMBINATION ° a GENERAL CONSTRUCTION NOTES ON NOTES (n ~ ~~,~Nm~
b CHECK AND 5•-D• tr PRECAST CONCRETE WET WELL ANTI-SIPHON m ~ W ~5~ ~n ols devices etc. and erform W J O ~ x z rn
DESIGNED FOR H-20 HIGHWAY LOADING i~ n ° VALVE n 1. Provide all materials, labor, equipment, tools, devices, etc IN ACCORDANCE WITH ASTM C478 d PUMP ~ all required work and services necessory for and incidents P 'or and incidental to a complete _ ~ m° 6 0, rn
and fully operational installation as shown on the PLANS on the PLANS and/or called Q • z ~ 0 $ c ai
° ~ < for in the SPECIFICATIONS in com lete accord with the C~ ° a a PUMP OFF 0 DOCUMENTS, P cord with the CONTRACT ~ w" a v r ,E U ~ mo ~v~
"i d N ® ~ ~v~ 0 C ~ LL
s' MIN, ° q ° d 2. Coordinate with the OWNER, ENGINEER, and property owns CONCRETE FlL1ET the optimum location for the pump station. Location sh d property owner to determine ~ ~ gyn. Location shall minimize
° a SLOPED >b PUMP d a ° , a ° ~ impact on appearance of existing property and structure 8" MIN. 6' MIN, V and structures. ~ n'
° ° 3. The wet well shall consist of precost concrete manhole s Q • :rete manhole sections in
° n a ° , a accordance with Section 11317 of the SPECIFICATIONS. :CIFICAiIONS.
d° ° a ° °4 INVERT ° a d a , ° ° 4. The wet well accessway shall be in accordance with Secti . ~ lance with Section 11317 of the ~ m
i n° n - ° ° d ° ° ° a a ° SPECIFICATIONS. 17i Q C
~ d d n° a dQ e d ° ° ~ ~ ° ro ° d ° ' a a° . ° d d 5. No. 57 stone bedding shall be provided under the wet we W
° d ° a n ° d° be a minimum of 8" thick and shall extend beyond the t nder the wet well. Bedding shall V ~d beyond the base slab edge a W m N
0° 00° 00°000 000 00°000 000 00° 00°000 000 00° o0°aoo 000 00° o0°aoo ooa o0° 00°ooo 000 minimum of 8". C ~ c00v N n
i 0ooa0ooa0oaa0o0aooa00aa0o0aooaoooa0oaa0oaaooaoooa0oaa0o0a0o0aooa0oaa0o0ao0a000a0o0a0o0ao ~ 0 000 000 a0 ao 00 000 a0 ao aoo aoo a0 ao 0a 00 a0 00 0 00 00 00 0 0 0 0o a0o aoo a0o0ao0a0o aoo a0o0ao aoo a0o0ao0a0o0a0o0a0o a0o0ao0a o0a0ooaoooao0o0o0p0oooo 6. The pump shall be asemi-positive displacement type sel LL ~ V ~ N ~ N cement type sewage grinder ~ 0 ~ ~ a r ~
m o0°000o0o0a000 00°000°000°000 00°0000000 000 00° 0000000000 000 0000° 00° 00° 000 00 00 um in accordance with Section 11317 of the SPECIFICA aa0 aa00oa00o0ooa0 aa0 a000a0o0a0 0a0 a0o a0o0a0a0a0 aa0 aao aoo 0 ao 00 00 0o a0 P P W ~ U N ^ f the SPECIFICATIONS. _ ~ z vN
0 0 0 0 0 0 0 0 00 0 0 0 00 00 0o a0o aoo aoo a0o0a0 aaa 7. Service laterals shall be installed in accordance with Sect ~~°a, dance with Section 02739 of 0 z° ~ "c q
the SPECIFCATIONS. Service laterals shall include the sei I include the service tee or ~ v a ~ Q.N
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50100006-R 20041216 SD100005-R
20041215 SOO1Q740

7 4 SD070505 920305 SD 07(500 20030604 890 2 SD071000 0 891204 SD 070506
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IL

CONCRETE OPENING FOR ACCESS DOOR ~ 13'-0'
IN TOP SLAB ABOVE
6'-0"
d ' ~ n ACCESS (ADDER GRADE FlNISHED GRAND SURFACE Z TO DRAIN DISCHARGE FROM Q
' . ~ ' ° 4° DIP ' DOOR CHANNEL DRAIN PIPE ~
• • ' • r ° d VENT PIPE ° i i d ~ ~ W II ~
4' 4' . • ~ SEWAGE ~ ' II 1 t/2" PVC SCHEDULE 40
TEIX a PLUG CHECK ~ PUMP PRESSURE VALVE VALVE PRESSURE I Imo/ DOOR CHANNEL DRAIN PIPE II
FLOW ° GAUGE GAUGE ' r- i - r-r- i II II II Z
4° DIP o O o 4° DIP ~ , ~ - ~ d i i ' ' ° - I I r7 F
~ ~ ~ ~ a• ~ w a 2 U ,a.. .1 W
~ ° ~ O FLOW 2 z 3° r-r' i i 2 ~ . PLUG ~ 4' X 3° TEE, DI ~ 4' DIP ® ; ; ~ O Idi I10° DIP VENT ~ w _ _ PIPE ; ~ ~ °
`o . VALVE -i_~ i O .i i NFLUENT r ~ Z I I \A W I I ` U
I ° ~ O PRECAST CONCRETE in PRESSURE 4° PLUG VALVE ~ ~ VALVE VAULT GAUGE AND 80X :r i i 3NCRETE I I ~ ~ I I , / ~ VENT p -T i i ~ PIPE ' o ~
-r~ r ~ O O 4° DIP ~i i t I 4'-0" K 4'-0" DOUBLE LEAF : I ° ° ~ ALUMINUM ~ ~ ' , w
- TRASH ~ 4' 90' BEND, DI i BASKET I ACCESS DOOR ~ I r % rn
i i ~ i 4° 4° d i SEWAGE ' I I I ' ` ` ' O I I I ~ ' ` O I I , r I I Z r I I
' PLUG CHECK ~ PUMP ~ VALVE VALVE ~ I i, I ~ 1 i, 1 I I I I ~ I ~ I 0 0 ' ' 0 0
2 . , ° d I I I I I I O I ; % p , I I I I I ~ I ° Le
.a d J, . , I a 0 0 0 I I PLUG VALVE ' ; ` ' ; U 0
d . . ' 4 I I ' I HOIST / ~ , HOIST I , BOX AND COVER I m ' (NORMALLY CLOSED) I. SOCKET ; ; SOCKET Z °
6' MINIMUM I I I , ~ mm
(TYPICAL) ~ ~ i DOUBLE LEAF ~ ~ W ~ N n r I I ` ALUMINUM ~ ~ U cp ~ N p7 ~
' ACCESS OODR 0 tl n n n I I i a{ LL ~ I I W 0 x 2 m
5'-0° MINIMUM BOTTOM EDGE OF CONCRETE FLLET 1 1/2' PVC SCHEDULE 40 I , `i >mm o rn
DOOR CHANNEL DRAIN PIPE DUIE 40 v e _ ~ 2NO~vci RAIN PIPE I I I I a: W a v° E
. U m m o a'~
GRADE Fl ~ ~ 0~'m GRADE FlNISHED GROUND SURFACE 0 ~ LL 0 TO DRAIN DISCHARGE FROM PRECAST CONCRETE WET WELL. ~
SECTION VIEW DOOR 1 DOOR CHANNEL DRAIN PIPE ~ ~ a
Q •
~
~ m
CAST IN PLACE CONCRETE TOP SLAB Q C
W
V m°
S MN G Uv NNn
LL<n~~NN ~ ~ `yNn n
2 EA 4° 90' BEND, DI I-~ ~ZNN
~t~ 01 C O O O C d
PLAN VIEW ~ Z a E L'E 3 " r " O N N O. Ip
PORTABLE HOIST 0 1/2 =1-0 d U~ "m~ ~LL
5'-0° X 4'-0° DOUBLE LEAF ALUMINUM ACCESS DOOR
4'-O° X 4'-0' DOUBLE LEAF ALUMINUM ACCESS DOOR WITH SPRING ASSIST, DRAINAGE GUTTER, RECESSED PADLOCK BOX WITH SPRING ASSIST, DRAINAGE GUTTER, RECESSED PADLOCK BOX N0. 12 STAINLESS STEEL AND HASP, AND AASHTD H-20 HIGHWAY LOAD RATING
AND HASP, AND AASHTD H-20 HIGHWAY LOAD RATING SCREEN BETWEEN FLANGES a (BOTH VENT PIPES)
HOIST SOCKET GENERAL CONSTRUCTION NOTES ~
M O
,~4 AT 12° OCEW 1. These plans are intended to provide information for installation of a complete and fully operational ;
OI 3 sewage pumping station. Provide all materials, labor, equipment, tools, devices, etc, and perform all ~ v required work and services necessary for and incidental to a complete installation as shown on the j o
"4 3 z 1 1/2° PVC SCHEDULE 40 ~ a ~ DOOR CHANNEL DRAIN PIPE PLANS and/or called for in the SPEgFICATIONS in complete accord with the CONTRACT DOCUMENTS. o I ~ ;
~ o O .o a 1 2. Concrete shall have a minimum compressive strength of 4000 psi at 28 days. ~ °
~ `v o N v TOP OF SLAB = 40.25 ~ ~ 0
~p . 3. Reinforcing steel shall be Grade 60. % m m m N
~ ad i~ ' ~ i lr-----* ----a I Z ~ 0 0 m ~ 4. All exposed concrete edges shall be chamfered 3/4". ~ ~ ~ ~
a.~ i i ~ ~ CABLE • • ~ ; , i~ ANGER _a
~ 3° FLANGED FEMALE a ' ' CABLE , • ~ ~ COIL LIFTING \ \ ~ pUICK CONNECT COUPLING ~ - CABLES AND RIPS / / ~ ~ 5. The wet well shall consist of precast concrete manhole sections conformin to ASTM C478. The wet d o a ~ 9 well shall be designed to withstand H-20 highway loading with the ground water level at the finished o Z ~ o ~ a
U AND DUST CAP ~ • NANRAL GROUND ELEV.= 37.65 7 3" PLUG PRESSURE d , HANG ON / ~ ground surface. The precast structure shall have sufficient weight to resist 11096 of the buoyancy forces z a ~ cn U ° a
L ~ VALVE GAUGE ~ ~ HOOKS i-' \ N 4° PLUG i i ' with the wet well empty and the ground water level at the finished ground surface. Flexible watertight ~ ~ a pipe to manhole connector sleeves shall be provided for all pipe connections. Provide submittal to x o ~ 0 0
VALVE ------~i (TYPICAL) ~ ~ 4• \ ~ i~~~/ 114 AT 6° OCEW p ~ PRECAST CONCRETE CHECK /"C/ ~ ENgNEER fora royal. Submittal shall include calculations sealed b a Professional En ineer re istered a PP Y 9 9 x a ~ r
U ~ VALVE VAULT i VALVE ~ ~ VALVE 4° 90' BEND, DI in North Carolina showing compliance with the structural and buoyancy requirements. p ~~~i ~ I ~ ~
r ~ ° a. BOX ' • ' ~ ~ FLOW ' ~ ~ z o I c00o 0 6. All interior surfaces of the valve vault and wet well, except the wet well floor, shall be coated with t~~' 3 U ~ U M o
Z ~ ~ i i i i i DISCHARGE PIPE CENTERLINE = 36.75 .n 4° DIP , , i ~ i i ~ ~ 4' DIP bitumastic aint after installation rior to lacin into service, o a P P P 9 ~ w w w I
C ' ° a 7 I 0~ Q z rn All piping shat be supported and restrained to evenly dlatnbute loads and prevent loads from being o a Z w I .t ° ~
~ CONCRETE 12° MIN. transferred to pumps and other equipment. U z o: ~ ~ W
~ 8° MIN. SUPPORT SLOPE GROUT ~ d SEAL a TO DRAIN CONDUI W W J LLW. ~ m 8. Pipe couplings shall be provided with thrust restraint by using tie bolts, rods, and nuts. ~ ~ ~ ~ o o ? o
d d ENDS 1/4°0 STAINLESS STEEL LIFTING CABLE ~ ? I ~ 4° ~ '"-'6 • (PROVIDE SUFFlCIENT CABLE TO THREAD ONTO HOIST ~ Z Z In U
~ ~ d . ~ , DIP ; ~ FOR BASKET REMOVAL, MINIMUM LENGTH 3D'-0°) tl „ ~ ~ d a d 9. oncr t thru o f o p~~ o a o C e e st bl cking shall be Installed at all below ground fittings and valves. ~ o ~ ~ U Z ,
•a - , a ~ ~ ~ 10. All piping within and between the wet well and valve vault shall be Clase 53 ductile iron pipe with o 0 0 o a a ~
cr 4" PLUG TRASH BASKET r VALVE ' GUIDE RAILS O a flanged ends. All fittings within the wet well and valve vault shall be rated at a minimum of 250 PSI ~ v ~ ~ a o uUi o working pressure with flanged ends.
~ i
I ~ r 11. No. 57 stone bedding shall be provided under the wet well and valve vault. Bedding under the wet well shall be a minimum of 12'I thick and shall extend beyond the slab edges a minimum of 12". Bedding
o Z z DRAIN PIPE SHALL SLOPE TO under the valve vault shall be a minimum of 8rl thick and shall extend beyond the slab edges a minimum Z
U g N0. 57 STONE BEDDING WET WELL AT 1/2° PER F00T MIN. + 6'-0' / ~ DIA. PRECAST CONCRETE WET WELL (ASTM C478) of B". All dewatering and stone required shall be included in the respective price of the structure. ~
~ ti DESIGNED FOR AASHTD H-20 HIGHWAY LOADING ~ 1/4'0 STAINLESS STEEL LIFTING CABLE •a 0 12. Access doors shall be aluminum and shall be designed to withstand H-20 highway loading. Doors shall Q
/ (PROVIDE SUFFlCIENT CABLE TO THREAD include spring assist and shall be padlockable with a recessed padlock box. All hinges and fasteners Z U shall be stainless steel. _
a ONTO HOIST FOR PUMP REMOVAL, ' MIN. LENGTH = 30'-0") d ' Q
N • ' FLEXIBLE PIPE TO MANHOLE CONNECTOR SLEEVE 13. Access doors to the wet well shall be sized and located to allow removal and replacement of the pumps ~ ~
~ (1YPICAL) PUMP POWER AND and trash basket and to allow access to the float switch hanger. Door sizes shown are minimum Z acceptable sizes. If larger doors and/or additional doors are required, they shall be provided and ~ W fn
00 ~ CONTROL CABLES d installed at no additional cost to the OWNER. J U
• 00 U 00 Q ~ Z 14. Access doors to the valve vault shall be sized and located to allow removal and replacement of all ~ ~ W
~ STAINLESS STEEL OO ' i 10' DIP i ~ GUIDE RAILS 00 ~ , INFLUENT valves and fittings within the vault. Door sizes shown are minimum acceptable sizes. If larger doors LU ~
~j (2 PER PUMP) ' . 00 ~ INFLUENT PIPE INVERT = 25.75 and/or additional doors are required, they shall be provided and installed at no additional cost to the ~ OWNER. Z W
OO HIGH WATER ALARM = 25.50 r 00 0 ~
O ~ SEAL WET WELL JOINTS WITH d OO LAG PUMP ON = 25.00 - ~ 0 - 15. The wet well tap shall be equipped with two (2) hoist sockets for the portable hoist. These sockets F' W shall be located to facilitate um and trash basket removal and re locement. U ~ U
~ PREFORMED BUM RUBBER ~ a , ~ JOINT SEALANT MEETING THE a TRASH ' P P P ~ d
~ REQUIREMENTS OF ASTM C990 BASKET (0 ~ ° LEAD PUMP ON = 24.50 16. ~ W L1J Float switch cables shall be of sufficient length to allow lowering of each float to within two (2) feet
M a O ~ x of the wet well invert. Excess cable lea th when floats are set at elevations shown shall be coiled ~ 9 ( ) and suspended from the float switch hanger. Z ~ Q
~ ~ ~ vVi FLOAT ~ ~ ~ SWITCHES o ~ W U
a a ~ N o ~ ' PUMPS OFF = 23.25 17. The pumps shall be submersible sewage type in accordance with Section 11310 of the SPECIFlCAl10NS U Q and shall be identical. The pumps shall meet the following requirements, I ~
r ~ 7' MIN. . / ~ v _ W
J ~ • Z ~ O Parameter and No. 2 Z Q }
r PUMP ~ AND Z z ~ ~
d' ~ DISCHARGE MOTOR Primary Design Capacity 80 GPM ~ , Q
D O ASSEMBLY CONCRETE ~ ° / O 6° MIN. f FILLET a O Prlmar Desi n Total D amic Head 34.0 Feet ~ r Y 9 Yn Q Z
~ N ° I C E- 0 Secondary Design Capacity 240 GPM ~ Z Q
~ M 1'-0' MIN. iv ~ N ~ ~ ~
X p. cr ~ ~ . 0 . WET WELL INVERT = 20.25 L ~ • ? ° ~ . ~ Secondary Design Tatal Dynamic Head (maximum) 24.50 Feet ~ f- ~
~ d ' at a uuI uni / ~ V ~ Pump Discharge Slze 4 Inches ~~~~,Ij1 ii~~r~~/ \\~~~~I p., Q ~
f= ~ .
N N iT ~ Maximum Pump Rotative Speed 1200 RPM J~~ T ' " " F-- ,`'RP OR ''-,F~, SI Z . o : a Z
XI r T _Z X rJ p ~ Motor Slze (motor must be nonoverloading 3 HP ~ ~;V t~:z: ~ (Y ys ~
= SEAL - = ~ r- - 0 0 I~~„I.+ .~+,.e ennnifia~ .,,~~e~ - s : = ~ - - SEAL - , .
~pN 1972 28431 z
0 z Electrical Voltage 230 VAC
J NO. 57 STONE BEDDING Electrical Phase 30 9 ';~'F''~~,~INE,,~`~ S
0 SECTION VIEW MVIL L.ti, MG
(D N.T.S. Electrical Frequency 60 Hertz ~IIIriiIIII00~
o ~0 moo
OJF.
SHEET 14 OF 115

20050923
SD033520 R
CONDUIT SIZE OF SIZE OF CONDUCTORS NUMBER OF CONDUCTORS SIZE OF WEATHERHEaI WEAIHERHEAD
NUMBER CONDUIT PHASE NEUTRAL p GROUNDING FROM TO RASE NEUTRAL CONDUCTOR REMARKS
1 2" 3/0 1/0 3 1 Electric Utiit Point of Dd'
Y ~Y Main Service Circuit Breaker MCB 1 ServNx Entrance 2 3/4"
#6 Main Service Circuit Breaker AICB 1 3/4"~ X 10'-0' Copp~dad Ground Rod Stem Groundin Ya 9
3 2" 3/0 1/0 3 1 Moin Spice Circuit Breaker YC8 1 Main Service Circuit Breaker MCB 2 Power Feed From Service Pde to Inside Fence
4 3/4" #6 Moin Service Circuit Breaker YCB 2 3/4"/ x 10'-0" Copperdod Ground Rod S tem Groundin
Ys 9 5 2" 3/0 1/0 3 1 #6 Main Service Circuit Break 150 WATT, 120 VAC, SINGLE PHASE HIGH PRESSURE SODIUM AREA LIGHT ARRANGE EWIPMENT TO PROVIDE CLEARANCES AS REQUIRED PROVIDE ISOLATION BETWEEN DISSIMILAR METALS BY USE
~ ~ 2 Automatic Transfer Switch ATS Normal Electric Power Feeder WITH PHOTOCELL CONTROL FOR OPERATION AND MAINTENANCE ACCESS AND TO MEET OF NYLON GASKETS OR OTHER MATERIAL APPROVED BY
6 2" 3/0 1/0 3 1 #fi Standb Generator Circuit Y Breaker GCB Automatic Transfer Switch ATS Emergency Electric Power Feeder NATIONAL ELECTRIC CODE AND LOCAL CODE REQUIREMENTS THE ENGINEER.
7 2" 3/D 1 /D 3 1 ATTACH RAN511ELD TO POSTS MATH IETAL #6 Automatic Transfer Switch ATS Contrd Panel CP FRAMING (STRUT) SYSTEM IN ACCORDANCE H1T osrs wTH uErAL z
6 2" By Pump 1 Cable THE STRUT SYSTEM MANUFACTURER'S DESIGN IN ACCORDANCE WITH ~ iFACNRER'S DESIGN to
Manufacturer Contrd Pond CP PUm No. 1 Motaf RECOMMENDARONS. STRUT SYSTEM COMPONED P Power Cable (Terminate Conduit Inside Wet Well) SHALL BE FABRICATED OF STANNFSS STEEL 9 2" By Pump 1T SYSTEM COMPONENTS ~ STAYNJ:SS STEEL LENGTH AS REQUIRED w
1 Cable PROVIDE A MMIIMUM OF 1HREE (3) STRUTS. Manufacturer Contrd Pand CP Pump No. 1 Motor (High Temp and Seal Failure Control Cable Terminate Conduit Inside Wet Well HREE (3) STRUTS.
1 By Pump ) ( ) PR0IADE ISDLARON BETWEEN gSSWq.AR METAL 0 2 Manufacturer 1 Cable Contrd Pond CP BY USE OF NYLON GASKETS OR OTNEA MATERI Pump No. 2 Motor Power Cable (Terminate Conduit Inside Wet Well) APPROVED BY THE ENGINEER. EN DISSWq.AR METALS 6" 6' TS OR OTFiEA MATERIAL
11 2" M BY Pump anufacturer 1 Cable Contrd Panel CP Pum No. 2 Motor HI h Tem a PIPE CAP 3'-6" (TYPICAL)
P (g p nd Seal Follure) Control Cable (Terminate Conduit Inside Wet Well) M Y 12 1 2 #12 #12 2 1 #12 Contrd Panel CP o M M F a
Pump Station Alarm Light and Horn w ~ a° ~
13 2" By Float awltch 4 Cables IAanufccturer Control Panel CP Float Switches (4 each) Terminate Conduit Inside Wet Well rc w °
" 14 1 2 #12 #12 1 1 #12 Contrd Pand CP °
Autodialer Power Supply sT 15 1/2" 9 ~~22 1 Cable ® w STRUT ALARM LIGHT z CONTROL PANEL CP
d. Cable Contrd Panel CP Alarm Dialer Telemetr Si Weis Bdden 9423 or a ual ~ ? ALARM HORN w a o ~ DRIP EDGE MAIN o
16 Y 9 ( q ) i 1/2 #12 #12 1 1 #12 Contrd Panel CP Electrical Hut Receptades n SERVICE m NOTICE CIRCUIT a
17 1/2 #12 #12 1 1 #12 Contrd Panel CP s Electrical Hut Area Light STRUT iOWNOFfgVEgtV BREAKER ii d "E•~Eww",,,""e.~ MCB 2 AUTOMATIC SIGHT o z
0 16 3/4" #12 #12 1 1 #12 Contrd Panel CP ~ TRANSFER SIWTCH GLASS I ° ° ATS WINDOW unrnEnucwve"wum
Generator Battery Charger h 19 3/4" #12 #12 1 1 #12 Contrd Panel CP h e (16218961629
Generator Water Jacket Heater RAINSHIELD FABRICATED FROM 3/16" THICK ALUMINUM PLATE ~ 1 0
M 20 1 2 #12 #12 1 1 #12 Contrd Panel CP , Reduced Pressure Backflow Device Enclosure Terminate With NEMA 5-20R Duplex Receptacle N ~ WITH ALL JOINTS WELDED V I
N ~ ~ m
s' ALARM ~ ~ ~ m ~ n STRUT NOiIFiCAl10N SIGN DIALER ~ 'O U ~ 6no r m u5 N f`7
W LL~~U^~ W J O ~ x201m
f" -rnm U..m e"
1'-6" ~ ~ Z ~ O n° c v
M 0 M ~Wav_L.E ~ 1 -D" DUPLEX RECEPTACLE 1'-0. ~ m o ° aQi v
lV iv 5'-0" MINIMUM MINIMUM IN WEATHERPROOF BOX MINIMUM C C7 ~ LL 1'-0' O y CONCRETE PAO C
MIN. ~ lp
~n 'a
a y ~ ~ 1 ~ d 0 d
3"P SCHEDULE 40 d ~ m m
s GALVANIZED STEEL PIPE , ° C BITUMINUOUS COATED WHERE ~ Q
O ° IN CONTACT NA1H CONCRETE C I ' Ow
Y 'v 3/4'0 X 10'-0" ~ V ~ o
COPPERCLAD W « M N 1'-0" DIAMETER • d ~ U v m N a CONCRETE ENCASEMENT GROUND ROD LL m ~ ~ r • . ~ LL N ~ N r ~
0 c t`
d ' ' ~Unl^ . ~ _ , d F~ ~ Z N N • Q ~ . . ~L ~
1 r`~ OOO~>cv
d Dt~ azaE=E pN main
M v _ " 1 1/~~
This schedule does not include all conduit and wire on this PROJECT. Conduit and wire not shown on this Special cabling may be required for some a ui ment. If so the s ecial cable shall be rovided b the e ' f 5'-O MAXIMUM 5'-0" MAXIMUM 5'-0" MAXIMUM ~ 4~lil 1) ~ ;
q P P p y quipment schedule shall be sized and installed in accordance with the National Electrical Code and all local codes. supplier and installed by the CONTRACTOR. Scheduled wire ma be deleted where ecial cablin is rovided.
Y sP 9 P 51DE VIEW FRONT VIEW l
ro M O
T A D I E HE LE DI ~
3 v E E I AL H T ~ N
N D /O O
I 20050923 N ~ ~ 3 1 ~ 'o
- SD033500 R 'o r ELECTRICAL CONSTRUCTION NOTES ~ o
a~ % m m m
0 1. The electrical plans are t7 m :trical plans are intended to provide information for installation of a complete 17. CONTRACTOR shall provide generator set with a minimum continuous standb ratin w ° ° ~ m ~
0 ~ and fully operational ele operational electrical system. Provide all materials, labor, a ui merit tools Y g I U q P of 13 KW, 16.25 KVA at 0.80 power factor, 240 volts, 3 phase, 4 wire, 60 Hertz at the dx, o a ~ ~
~ devices, etc. and perfor etc. and perform all required work and services necessary for and incidental ambient conditions stated above. ~ z o: ~ a a o ~ o a: o.
i to a complete installati~ ~Iplete installation as shown on the PLANS and/or called for in the / to w to U O a ~ATIONS in complete accord with the CONTRACT DOCUMENTS. 18. The generator set shall be capable of supplying a minimum of 32 SKVA motor w d z
N 3 PUMP N0. 1 SPECIFICATIONS in comp ~ HP 0 t9 It7 „ a
U 2. Provide all required plan starting capability with an instantaneous voltage dip not greater than 20ga xl o a o 0 all required planning, coordinating, and sequencing of installation of electrical x d ~ ~
materials, equipment, di 0 00 I d' s, equipment, devices, services, etc. with pump station components and 19. Pump motor starters shall be full voltage, non-reversing, NEMA Size 0, magnetic ~ o ~ ~ I
Z other trades. odes. motor starters installed within the co ~ Z o' I ~ o ntrol panel enclosure. Each starter shall be 3 U ~ U M o
~ rn 3. All work shall comply wi equipped with three (3) independent sets of normally open auxiliary contacts and o cv
W w Lil I shall comply with all Federal, state, and local codes, laws, rules, regulations, phase monitor. ~ U rn ni nances. O Q Z w ~ O
~ STANDBY GENERATOR and ordinances. ~ ENCLOSURE ~ Z ~ ~ ~ ~ o: 20. A phase monitor relay shall be provided with each three (3) phase motor starter to w w ~ ~ o m
a 0 4. Box, crate, or otherwise te, or otherwise completely protect all materials and equipment during monitor the line side voltage and prevent starter operation in the event of phase loss, ~ ~ ~ w o o ? O
~ shipment, handling, and O ~ Z Z Uf U t, handling, and storage. Store all materials and equipment Indoors above phase reversal, phase imbalance, or undervoltage. Phase monitor relays shall have w O ~ a O
p. ; ground. Protect from e Protect from exposure to the elements and keep all items thoroughly dry at adjustable time delays (2 to 300 seconds) to dela motor startn after ro er volts e w ~ ~ ~ U z Y 9 P P 9 ~ O a w
~ ~ GEN GCB 3 PUMP N0. 2 all times. HP restoration. Phase monitor relays shall be S Com Motorsaver Model 102 with ~ ~ w I~ ~I O O O a o a a l-
~ ~ ~ 5. All wiring shall be run it rl variable restart delay option, or equal, Restart delay times shall be set as follows or cai U U ~ a o N o 3 shall be run in conduit. Conduit and wire shall be sized as shown in the as directed by the ENGINEER.
I 6 Conduit and Wire Schedr and ire Schedule and/or in accordance with the National Electric Code and
O all local codes. Z codes. Delay Time After Power
U 6. Circuit breakers shall be Motor Restoration (secondsl Q reakers shall be rated for 20 amperes unless shown otherwise. Z
Q' r cv 3
~ 7. All branch circuit and c. Pump No. 1 30 ~ :h circuit and control circuit wire shall be No. 12 minimum exce t as shown ~ P ~
a CONTROL of herwise. ~ ATS PANEL R H ALARM LIGHT AND HORN Pump No. 2 g0 Z U
- CP
8. The CONTRACTOR shall t ~ otherwise on the PLANS, Q I' TRACTOR shall be responsible for routing all conduits unless shown 21. Grounding shall be provided in full compliance with the National Electrical Code and ~
~ SPECIFICATIONS, and os 0 on the PLANS. Conduits shall be routed in accordance with the PLANS, all local codes. Z ATlONS, and os directed by the ENGINEER. N W (n
~ 200 AMP U MAIN SERVICE ~UI- 22, Special cabling may be required for some equipment. If so, the special cable shall ~
~ CIRCUIT BREAKER N0. 2 5 9. Conduit shall be rigid m shall be ri id metal or ri id PVC exce t that conduit ex osed to mechanical Q Z 9 9 P P be provided by the equipment supplier and Installed by the CONTRACTOR. f- W
o AT ELECTRICAL HUT injury and in all exposec U 0 d in all exposed outdoor locations shall be rigid metal. tL ~
- 23. The Control Panel CP enclosure shall be NEMA 4 and shall include a sight window in ~ W
MCB 10. Conduit ends at the wei ~ 2 FLOAT SWITCHES hardenin electrical utt 9 P ends at the wet well and control oriel shall be sealed as-ti ht with a non Z P 9 9 the door, placed and sized properly to allow unobstructed viewing of elapsed time ~ ~ electrical putty. meters and control power light, when door is in its closed position. - ~ Q
~ ll1
010 4 11. Spare wires shall be nec u) U ~ U res shall be neatly bundled, coiled, taped, and secured inside the box or 24. Provide a separate circuit breaker in the Control Panel enclosure for each of the ] d
o ~ enclosure where they tei where they terminate. followin ; Pu ~ W W g mp No. 1 motor starter (25 Amp); Pump No. 2 motor starter (25 Amp); I-
I ~ 3 4"0 X 10'-0" v / A ~ ~ larm light and horn; Float switch circuit transformer; Alarm dialer; Electrical but Z
~ Dp COPPERCLAD GROUND ROD 12. The electrical service shy ~ ~ utility company and the trical service shall be coordinated by the CONTRACTOR with the electric rece tacles GFCI • Electrical but area li ht• ~ ~ O P ( g Generator battery charger; Generator W ~mpany and the ENGINEER. The service entrance shall meet all utility water jacket heater; RPZ enclosure rece tacle GFCI • and Control oriel condensation U ~ V
x x x- x x x company requirements, 1 P ( P requirements, the National Electric Code, and all local codes, heater. ~ Q
~ ~ ~ ~ 200 AMP uJ
I MCB MAIN SERVICE 13. The CONTRACTOR shall p ~ ~ 1 CIRCUIT BREAKER N0. 1 cabinets as required by TRACTOR shall rov' Z ~ O p Ide and Install an electrical meter base and/or C.T. 25. The station alarm light and horn shall be mounted remote from the control panel as O
a0 00 (OUT SIDE FENCE) as required by the electric utility company. Meter base shall be aluminum. show Z ¢ } non the electrical but detail. ~ Z
~ N 2 AUTO Z ~ o ~ Q tnd install a 200 Amp, 240 volt, 3 phase, 4 wire circuit breaker panel in NEMA 26. Provide labeled terminal blocks for connection of all wiring with individual terminals - ~
rn DIALER AUTODIALER 14. Provide and install a 201 3R enclosure in accordai c ~ sure in accordance with the requirements of the utility company, outside for each wire. Q
~ ~ 1 fence. ~-OZ
~ a ~ Z Q 27. All wiring to be separate color coded and labeled. 0. (n
15. The main service circuit p L TO ELECTRIC SERVICE i service circuit breaker inside the fence shall be a 3 pole, 200 Amp, 240 volt, 1LT111IIIIrFi1~ 11111111 1F~~ ~ ~
~ 3/4"0 X 10'-0" POINT OF DELIVERY 3 phase 4 wire disconne ~ ~ COPPERCLAD GROUND ROD 4 wire disconnect in NEMA 3R enclosure. iii i PSSOC/ % C ~ U rn
v+ ~ 16. The automatic transfer ~ p pR F , ~ S ~ matic transfer switch shall have a minimum rating of 3 pole, 200 Amps, 240 `7'; p~ q j';!r % ~ ~ ~ ~ ~
x~ ~ 0 120/240 VAC volts, 3 phase, 4 wire, 6 phase, 4 wire, 60 Hertz in NEMA 4X enclosure for normal and emergency ' SEAL 'Z - 3~1 SAL r- Z Z
30, 4 WIRE Dx0 N ELECTRIC SERVICE sources. The transfer s ~ 7 N =n_ ~ The transfer switch shall be equipped with a solid neutral plate. i97 - _ _ ~ 0
2 _ _ 28431 _ _
:O z
'Q M~ILLE~ \N\~ '4 y W• or-
m.. c ~ y
ova ONE LINE DIAGRAM -POWER AND CONTROL SCHEMATIC
ELECTRICAL 111I 111111 11111111 11111 U CONSTRUCTION NOTES
SHEET 15 OF 115

2oo5os22 SD033420
REACH VARIES w 20050922
(24" - 36 - ~ w INFLUENT PIPE o 7" SD033411 20050922
3/8"m ANCHOR BOLTS z MIN. 1 -4 SEE DET CAP SD033415
STAINLESS ~ ~ STAINLESS STEEL ~ STEEL CHAIN INFLUENT PIPE ~ AIL A 3/8"0 ANCHOR BOLTS TOP LADDER RUNG
1/4"0 STAINLESS a STAINLESS STEEL
STEEL CABLE I .
0000 . Q ° II rn 3" ~r--Tr n u
~ L--------~ , ~ ~ LADDER RUNG
AANn Inl ° STANDOFF I .
~ WINCH ~ 1'-6" STOP I . 3/6`D STAINLESS
ASSEMBLY ~ ~ i a i o ~ ~ 0 STEEL U-BOLT
GUIDERAIL -PLAN VIEW BASKET -PLAN VIEW I . I .
SAFETY HOOK I . I I N
I . LADDER RAIL p I . I ~
PLAN VIEW s w ~ I___I ~
.c
~ ~ e o ~ I I I I _ X I I
STATiC LOOP a ' I I ~ I I
0000 I I t ~ I 2 p I I O
w o000 F ~ ~ I 2" SQUARE STAINLESS STEE 1/2 X 2 3/4' ALUMINUM RAILS ALUMINUM TUBE L v
° STAINLESS STEEL ~ ~ ~ TUBE DAVIT > w w ~ Q~~ ~ CLAMP rn I . I I o
~ OOb =R I I a~;__;~A
U' d- c0 Q ~ ~ X - N Nl O O,b Q II__.• DETAIL A
2 0 - N ~ Q Q O-O II II I I Q LADDER SAFETY EXTENSION o
Zx e 0000 ° ~ E=rnd' I ~ STAINLESS STEE
~~M 0000 ~ ~ ~ SEE ~ I L ~ DETAIL B CLAMP o
STAINLESS STEEL J 0 0 0 0 w BE MAST ~ - w z ~ WALL MOUNTED STANDOFF
o - ~ - ~ ° 3 8" ' a / X 2 1/2 FLAT BAR „ „
w a _ = 1/2"0 MOUNTING HOLE T SHAPED SLOT
a c~ w Z ~ o U Z
~ w J w z m J ~ I Z ~
(n BASKET -FRONT VIEW ~ " I I ~ ~ MO] M fA w v N n n
i i ~ C U~~NmPN7 I . !0 LL~n nn
z PORTABLE HOIST " w " ~ ; ' ~ J p~~~rn^ 1 3/8 ~ SLIP RESISTANT w 1 5/8"0 ALUMINUM ~ f" x m ° ? rn rn
1 /2 0 ~ MOUNTING RIBBED RUNGS ~ SAFETY POST • o S' m o
BAIL " HOLES 2 m HOLES ON 3 CENTERS w 0 II p Q zNOa~ --~r----- a--~- ~ Q m ~ ;I ii ~Wav"",°~ E
10 ~I U ~ m~ 'oal~ ~ i' Ii m ~ ~~m
THE PORTABLE HOIST SHAH HAVE A LIFTING CAPACITY INFLUENT PIPE - - --r~----- i,-- O C ~ u.
RATING OF NOT LESS THAN 1000 POUNDS. THE I ~ ro U ~ I ~ a o a ,
AND FLOOR SOCKET SHALL BE OF HOIST o " ALL TYPE 304 0 0 3 1/2 ~ SCHEDULE 40 STAINLESS STEEL CONSTRUCTION. THE DAVIT ARM REACH -----T I I N I i '
STAINLESS STEEL PIPE SHALL BE AD 0 0 ~ ' ~ JUSTABLE IN 1 INCREMENTS FROM 24 TO • M I _ I
` 00 1; ° 36". THE HOIST SHALL PROVIDE A VARIABLE NET LIFTING ~ 'I STAINLESS STEEL PIN D y IN LOCKED POSITION
3/4"~ MOUNTING HOLES HEIGHT OF 49" AT 24" REACH TO 34" AT 36" REACH. 0 0 ; p p THE WINCH SHALL BE A MARINE GRADE MANUALLY Q Q LADDER SHALL B ~ m E ALL WELDED ALUMINUM c
OPERATED BRAKE WINCH WITH 30 FEET OF i/4"~ STOP CONSTRUCTION IN COMPLIANCE WITH OSHA Q REQUIREMENTS. SAFEIY POST SHOWN D W
TYPE 304 STAINLESS STEEL CABLE WITH GA 0 ~ LVANIZED STEEL SAFETY HOOK. Q Q IN EXTENDED POSITION U o
rn ~ m
00 - ~ R ~ _ U ~ N N ° , aul~nlnN
C17 3/8" THICK STAINLESS STEEL PIN DETAIL B O ~ y` N n n
STAINLESS STEEL PLATE _ ~ 8 1 10 5/8" H~ NZ~uNi ~ N ~t~ yam'"
0 0 az°~' ~
o!oa`mo.a ~ u.do
FLOOR SOCKET BASKET -SIDE VIEW GUIDERAI - L FRONT VIEW SIDE VIEW Z F LL
FRONT VIEW
FRONT VIEW
P T AB LE H I T
3 T R A H B A E T au
A E a A M Q E o S L AD D E R
I N L I o AD DE R AF E E X T E N I N
'v % O U
20050922 a~ i ~ 3 rn
2'-O" c SD033900 20050922 ~ = ~ ~ ~ SD033460 ~ u
0 oD ~
~ 5 SPACES AT 4" = 1'-8" / m } of 0]
L N Z ~ wO WWp}~' WO U r F- >
C ~ o a ~ ~
v 2" GENERATOR SET IN 2 1 1/4° WEATHERPROOF ENCLOSURE PUNP NO, t o z ~ o ~ a PuuP Na ~ PUMP xa z V i, W N U O 4
r . W ~ Z
Z 1 4" THICK FLAT BAR / CUAiUU11Yf RUN 11HE ~ O U) Q 1U11YE RUN TIME 0 X O O O
C 0 CUMUURYE RUN RME ~ X d r a+ 1 o I ~ ~
~ti~ ~ o ~ rn ~ uJ 9r'" z o I
° N 0 ,NptEK 3 U ..1 U M °o ENK ~5 O N
d iv ® ® ° E~ w w i ~ ~ ~ U ~ cv
E ~ ~ M 2'-0" O Q Z W °i ~ o
n. I U Z W W F' W
CYIXE COUNTFA ~ J W Z O 'a.E couNTER CONRiOL P ~ ~ ~ Z Z I ~ oWER aN crnE COUNTER W C7 O H U Q O
Q. ~ J 3 ~ U Z .
I 1/4"~ ROUND BAR 9/16"0 HOLE \ ~i O d. lL
O Z 0 0 o a o a a~ ® YY ® U U U a~~ U Q ~ a o cn o
U ~ ALL MATERIAL SHALL BE TYPE 304 STAINLESS, STEEL
rn 3
PUMP RUNNWC uP RuNNwc ca+TRa PowER ~ ~ PUMP RUNFlNG Q
a Z
E G G o
G Q
AB LE H A N HAN E o ~T AUTO Z ~ OFF AUTO SAO PUMP S E WA N GE AND OFF AU P U MP STA
U N0. i A1T TI 0 NG. z N N 0.1 a
N o
0 U ~ w ~ z
HIGH TENF~FRATUiE r INT ~ J~~- HE EV TEMPERA E N ,UiE T OF NIGN A N - WA1FA A L LE1£L AR M HICN TEMPERATURE Q ~ Z
ALARN RESET RESET ALARM RESET ALARM RESET I- O W OR
d' I SUBBASE FUEL TANK f 1'-0" MINIMUM R OT W HE RE M ER GE NC Y ~ owl
~ ALL AROUND co R w PL Z ~ EA R S EN OTI FY TH EC RA VE NC OU NT
M SEAL FARUtE Y o > -~0 IL FARUtE STATION ALARM SEAL FAILURE S H ' ~ W -
~ 4" COMPOUND GAUGE ALARU RESET o~ SEE SPECIFI ( CA110NS) ERI FF S DE PA ,EST N RT GRMU g M E ~ NT ~ U ALARM RESET = ^
rn rn E a - ~ w LL W
a a I- ~ . cn ~ - ~
D ~ a n a J ~ a d n Z } ~ O
I J d e ~ m o ~ ~ U
~ " ~ d ° as ao ~t 1/2 BRASS BALI VALVE ~ a ~ a ~ \ Q
° FLO ~ LEAO ~ co a a a MPs Gff ~ ~ w ~ FLOAT PUMP W LAG PUMP ON NICH WATER ~ //A O FLOAT BOAT FLOAT VJ
0 c a Q Z ``n~n
~ cv 1/2" BRASS NIPPLE VJ Z B
~ ~ o Q
~ ~ TESt ~`~~0 '~sT iEST TEST TEST SIGN SHALL BE ALUMINUM (MINIMUM THICKNESS = 0.125" Q Z
% ~ 4 AT 12" OC ~ a # EW WITH BLACK ~ F' LETTERING ON WHITE REFLECTIVE BACKGROUND. fA Q Z ~
a~ ` DUCTILE IRON DISCHARGE PIPE 3000 PSI CONCRETE ALL FACES rn ~ \\~~,uun~~~'~,, ~ Sul a a I-
xl ~
x p > 0 ,,,11111,, q , Rp ~ U rn Q TF I a Q ~
~ 0 ~ F ;9 ~
? CFI 1; nr.l Z'_: =
3~~ z - 1972 -1 ~ JCNL C L
28431 = O p % c- U
c ~ y
PRESSURE GAUGE CONTRO °Ja F GENERATOR FOUNDATION G ll, ~ILLE 111 '~i y W MC~ 1 1 1 1 1 1 1 III 111 11111\ !111111 U
T L PANEL P
INNER SWING SWING NOTIFICATION PANEL N LAYOUT I SHEET 16 OF 115
M~ L I i

PROPOSED
1 EA COMBINATION AIR/VACUUM
RELEASE VALVE ASSEMBLY MANHOLE
PROPOSED
4" DIP, CLASS 51, SEWER FORCE MAIN
PROPOSED r v
2 EA 4" 90' BEND, DI, MJ WITH
GRIP RINGS ( ~0
ti PROPOSED
SEWER PUMP STATION N0. 1 V
DIP SITE PIPING Ci
J~ G PVC UNIT PRICE Gp J~ ~0
PROPOSED _ PROPOSED PROPOSED
10" DIP SANITARY SEWER 4" PVC, SDR 21, 200 PSI SEWER FORCE MAIN 8" PVC COMPOSITE PROPOSED 1
SANITARY SEWER 8" PVC COMPOSITE SANITARY SEWER EXISTING RIW ASPHALT DRIVE F
PROPOSED PROPOSED ~ ' ~ i ~ EXISTING ~ i i 3" WATER LINE
' ~ I I ~ MH N0. 103 2 EA 4" 45' BEND, PVC I I I 1 i ~ ~ i i I I i i I ~ ' ° i i
DO Z ~ ~ I I~ i I I i ~ I i i J ' I 1---------~
D a PROPOSED ~ I ~ ' I I I 10" PVC COMPOSITE PROPOSED ' ' I l i ' I I MH ND. 1D~ PROPOSED I Ir ~ I + MH NO. 104 I I; I +46.72-_---,_,',46.71 ~
so' R/w SANITARY SEWER I I `39.90 ao.a~' I I ~ 41.05 a1.7D . ~ I I I I+------------ I I I, i 1 I I~ ; ~ PROPOSED EXISTING CC EXISTING '
I I I I PROPOSED I I I I; ; ~ 8" PVC COMPOSITE 2" WA1ER LINE 6" WATER LINE 1
I I 1' a r 2" WATER LINE I I w/M I I w/M I I 8 SPHAL - R/w - PH I - I I I I`' 44.93 - ~~LSANITARY SEWER nI t----E -T- -+45.5 P P R/W
D PP - - - ~ i I - TEt, ~ - B - ---W ----W~-- ~t-- - - - _
33.84 p4,15 ----P/P~ P/P~ I I L~] I FN --x----P/P- - ~ ----x- ~ wv - -m
w w w --w~ --w------w----1-w----- w------w---,~ . rw-- - - ~rc- ---w - ---w----- w-----It-w -----w--- _1... _ J- - - - - - - - - - - - - - . II aD .42 1VV
- - - - ---1---I------------- EXISDNGCC _ _ _ NCSR_ 1001 - TRENTON ROAD 2" WATER LINE O O
EXISTNG NEW BERN E%ISTING 18" RCP u - 16" DIP WATER LJNE u Y n
II _ _ _ IIEXISTING ----------------~I - II)1~~4~CP iTING NCSR 1001 -SOUTH tuiAlN STREET "
4~CP~======Jl-------11~==-=__~__----~__===='W==-- =_~-=====1A----m=ht=------~A--~.~ ~ ~ fQ- ---------T-{y-Tom'------------------ ~
35.79 35.75 _ DI M- ----M---- ~ M------M------ ~ ~ EXISTING 18" RCP 34 0 ___g36.4 _ L-_~-37.51 %IST G 1 ~ a x'37 6 ~ TEL - - D138.28 EXISTING 18 RCP 38.17 RC 39.20 ( - - - - - - - ° I o DI .0 b I -------__~_____==~=43.30 _ _
- 0.- R/W - ° I T P/P R/ ° EXISTNG ° I I EXSTING w/M E%ISTING ~G - D P/P41~yy/M - ° - - - ~ /'19 - P/P R/W W
I I EXISTING NEW BERN ASPHALT DRIVE PVC DIP I I 18 RCP I 18 RCP 18" RCP I ~M DIP PVC EXISTING NEW BERN W/M 146.99 ~ Z EXISTINGI I 37 TO 8 i6` DIP WATER LINE ~
I I 16" OIP WATER LINE 10' MIN. I I I I , PROPOSED I I x 12" RGPI 1 I 10' MIN. e/G /G I I ~ i 10' MIN. ~ x PROPOSED ~ ~ PROPOSED I-
I I 2 EA 4" 45' BEND, DI ~ I I 1 { 2 EA 4" 45' BEND, DI { { ~ ~ 1 EA COMBINATION AIR/VACUUM a
I I E%ISTING I ASPHALT DRI I PROPOSED ~ I ~ ' RELEASE VALVE ASSEMBLY MANHOLE ~ I 1 { MH N0. 105 { {
PROPOSED Ex1sT1Nc
MH N0. 101 ASPHALT DRIVE PROPOSED I 4" PVC, SDR 21, 200 PSI SEWER FORCE MAIN I . a3.72 +-------+43.67 I I { { { ~ 43.72 ; I I {
10' MIN. FROM EXISTING WATER LINE I _-J 1 I { ExlsnNC x
X44.25 __~_~---------_4.34; ~ 5' MAX. FROM EDGE OF RIGHT-OF-WAY + " ' MH N0. 102 ~ I { I ' ~ ASPHALT DRIVE {
I ' I ' { ±44.77 ------------+45.21 ' ~ ~ ,
' ~ I PROPOSED 4" PVC, SDR 21, 200 PSI SEWER FORCE MAIN
I I 1 - - I I 10' MIN. FROM EXISTING WATER LINE ~ ~
42 65 PROPOSED =D ~ ~ 5' MAX. FROM EDGE OF RIGHT-OF-WAY
' PROPOSED N0~' 4" DIP, CLASS 51, SEWE a2 eo 1 A 4" CLASS 51, SEWER FORCE MAIN y ~ ~~Q~
E 90 BEND, DI CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE EXISTING i6" WATER LINE ' ~ 45 LF 8" DRYBORE WITH 8" STEEL CASING, MIN THICKNESS 0.188" TO ENSURE THAT WATER AND SEWER SEPARATION. REQUIREMENTS ARE HONORED. uyrt~~+ ckur~41T'f
AND 4" PVC, SDR 21, 200 PSI SEWER FORCE MAIN PAYMENT FOR FIELD VERIFICATION SHALL BE INCLUDED IN THE PRICE OF THE WORK. I ,
' IF MINIMUM 10' HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THEN FORCE MAIN
' MATERIAL SHALL BE DUCITLE IRON PIPE.
~ ~
_ _ - _ _ _ _ _ _ ._..-._l.__ _ _ ~ _ _ _ _ _ . _ - _ 1 _ ' I I _-.1_. -___._1_ _ . . _
58 ~ i ~ r f I ~ i I 58
~ - I ~ _ _ _ . _ ___...._t~ _I. . _ _ 1...__. _ i I _ _ _ . i I
I ~ - i ` I - - -
56 _ I_ - - - - - • - ~ __i _ P-R D- - - - - - - rt _ __i._-__.---__. ___.__1_ _ _ _ 56_.
i ~ _ _ . _ _ _ ---_1 PR PO ED !
Tfl _bF-~V'A ~VE-1~AU __4 ~ _ _ - _ - t I - - - - ' ~ i r I I 1 E C MB NA ON AIR VA UU
54 FM DIS HA GE = 36 75' ~ _ __I_.__ - _ _ - - _ _ _ _ i ~ T __.__...__.._._..-__..-I--.--- _._J - _ _ .___.._-I-__..____ RE A __V LV _.AS M L1~MA b0 E~ _s _ ~ . ~ _ __54 ~ I a ~ ~ ~ I i I 1~ ~
E I ~ i ( ~ - , ~ ~ 4 ~
52 RO OS D I _ _ ~ ~ t 1 i _ I.__ _ _--_r.._ _ _ - _ _ ___52____
EA CO BI ATl N IR/ AC UM _ _ - ~ ~
3 _ ELE SE _ VE_ S MB Y AN OL _ _ _ _ - _ _ _ _ _ ' ~ - - _ _.L___ - _ _ _ _ _ _ _ _ - _ _ T ~ ~ F 1
' 50 I ~ i i C I 50
Q o I I I _ _ _ _ _ _ _ - _ _ _ ___.I ~ ' ' i ~ i ~
~ 48 ~ 1 { t 48
1 - _.._i._.-~.-- I ~ - R f 1 fi ~ 1 i ~
_ _ _ _ _ _ - - _ __.L.__._____ _ _ ~ - . _ . v . . ___.1_.. ~ _ _
p_ ~ i ! i ~ I - _ _ _ _ - _ Exl nNc ~ - - - - 46 - - - _ _ _
~ ~ - . _ _ NA RAL GRO ND EXI nNG xlSn G ' " ~ I t ~ ~ i ~ ' NA RAL GRO ND ASP ALT DRI _ ' " ~ - ~ - ~ ~ A- - - R
~ I { ~ E I I _ - _ _ - - - - - ~
_ 44 - - _ _ _ _ _ _ _J__ . r ~ _ _ _ - ~ C U ~ - _ _ . r - . _ _ _ _ _ .I-~- _ _ _ ~ ~ 44 I DI ~ + I
p I - _ _ _ _ EXI NG.. _ _ _ - - _ _ _ _ _ _ J, _ _ - I I A PHA DRI DI 3' M
I ~ I ~I 42 ~ - - - - - - - -F - - - _ - - - - - - - _ E ISTI ~
O EXI nNG ASP LT RIVE _ - " - ~ 1 ° R { E ISTI I ~ ~ ~ 1°R ' ~
- - aA RA6 GRO - - - - _ - - - ~ . j %IS NG ' I ' EXI NG ' ' - - - I I {
I 40 AS HALT DRI - - - 18° CP _ - -°•i ~ - - S 10 _ _ - _ _ ' 4D
Z THE TON RD _ - - - - - ~ - - - - _ - - - I I ' ~
U _ - _ _ _.2, .M~ _ - ~ 38 t ~ %ISTI I G EXI ING 1 I t
~ _ _ - _ _ i__ - - _1._ - _ ~ _ _ _ _ - _ 3 PV I I 16 W TER UNE E ISTI - ~ -....__15~ C{r : ~ _ _ IP 3' MIN ~I ~ 1 R ~ I f 4 45 BE D; f• ~ ~ ~ i } i ~ ~ ~ i
~ _I _Pn ~ _ _ f / - - . - - . _-_r_~
a 8 2 WA ER ~ ~ E%I51NG - _ _ - _ I 3 LI E_ ' ~ ' 36 . _ _ . I_..._ _ ..__l _ . _ _ _ . - - _ _ I i ~ ~ ~ I
- - , L _ ___I _ L.-.._ . _ _ _ _ _ _ _ + ! ! ~ !
1 i ~ ~ ( I 4 I 4 3
34 _ _ • ~ _ . _ . - - _ _ F, OP_ SED _ - . _ _ _ - - - - PR PO ED t8" IN 4 PV , S R 1, 20 PS SE ER FO CE MAI PR P ED t ~ { 1 t ~ T
- - - _ - _ A_ ~ EN DL - - - - _ _ ._f I } . . ---i - - - - - - - - - - - ~ I I
~ WIT GIP ING ~ > 32 ~R - - - _ - - _ - - VC..a4 _ _ I i ~ I 32
0 1 RO OS D U 4., PV.- S R ly_ --00 _PSI, SE, , R FO CE _AI_ - _ - - - P; _ A S- 1--5 WE ....F E -M IPF- _ 1
- - I I
0 30 r` i I 30
I r - _P_ - OP_ SE . ~ - _ - _ _ __L.._ . i 1 ~ _ T--
~ _28 ~ _ - - - - _ _ - _ _ _ _ _ - _ _ _ ..____j_.__ . _ _ . _ ~ I ~ I ~ ! I _ _ .____t _ _ _ ~ - _ .I __..-F. ~ _ _.__28
o ~ - _ _ _ _ _ _PR PO ED _ I _ _ i
I - - - _ _ _ _ - - - t ~ 1 A ~ f ; rn 9 B ND DI 1 7 ~ I 1 r I I ~ I ,
~ ~_r . - rn ~ 26 - - - - - - - - - - - I f . _ _ _ 1- . . _ _ _ _ _ _ _ - . _ _ ~ _ ~ ~ } ~ ~ . ---i_-_. _ _ _ _ _____zs_.-- f I I
% o° f ~ I C I i __I__._----. _ _ - _ _ I f I I ~ ~ j a ~
a tr3 t I ~ ~ ~ 1 ~ I I ~ _-24 ~ f- { J - ~ - - - ~ - - _ _ _ - - _ --1--- - - ~ - - - - - . _ - i I ` ~ „ P ~ I , ~ i i I ~ ~ ~ ~ 24
r i ~ ~ ~ I ~ ~ , _ _ - - - - - ~ _ - 1--__- ---II---- - - - t I ~ ~ 1 f ~ ~ i , ~ ~ i . I ~ ~
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O 45 LF RY OR WI H S EL CA ING MI TICK ES 0. 88" ~ ( I co 22 ~ _ . _ I I j ~ ~ . i I
~ I I A D P C, DR 21, 20 P S ER FO CE MAI - -I_-._ - _ - I _ _ ~ N _ _ - _ .__-i--._..____ , I ~ I
I 1 ~ I I i i I ~ ~ ~ I ! ~ ! E I ; i I i { 20
x ~ 20 ~
~ ~ 1+00 2+00 3+00 4+00 5+00 6+00 7+00 ~ U 8+00 9+00 10+00 11+00 12+00 13+00
~ 0 C ~
N Q, REVISIONS CAD FILE DIRECTORY: W: \d8xx_gen\d84x_eng\d847_Id\1999-0368 ~
~ p \`~I1111111)((( ~~,1 111111(( N0. DATE DESCRIPnON X ~ Pssoc~Q'.%,. ..~~`ti ~P~' MrDAVI
MCDAVID ASSOCIATES. INC. FORCE MAIN PS1-FM-A-1 CAD DWG FILE NAME: CN01-P017-Force Main PS1-FM-A-1 ~
MMAZI a CC,
/ Q: OR ~T':S INC. Engineer: S c.) CAD PLOT FILE NAME: Layouttplt LL Engineers Planners Land Surveyors CONTRACT NO. 1 _ SANITARY SEWER & FORCE MAIN 0
SEAL SAL MAP FILE REFERENCE: C-991 Orange
1972 - 28431 - CORPORATE OFFICE 1999 SANITARY SEWER IMPROVEMENTS FICE BRANCH OFFICE PROJECT NO.: 1-99-0368-4701 SURVEYED BY: FEB T"
3714 North Main Street - 3 V\, ,NciNE~` P. O. Drawer 49 itreet 109 East Walnut Street 19 P. O. Box 1776 TOWN OF COVE CITY DRAWING NO.: 17 COMPUTED BY: JWM
3 0~, ',9/~ ' C~•\~` ' FA 'I"""l Farmville, NC 27828 0 0 0 W MC ~ '828 Goldsboro, NC 27533 LU
Telephone: [phone] Jd /01111111100 Facsimile: [phone] 3.2139 Telephone: [phone] CRAVEN COUNTY NORTH CAROLINA SCALE: H - 1"=40' V - 1"=4' DRAWN BY: DCA W
3.7220 Facsimile: [phone] = DATE: OCTOBER 12, 2004 APPROVED BY: JWM (n

/ ~ SZr
K ~ ~ / PROPOSED £~s r/ ,
RR PIPELINE SIGN ~ ~ / , ~ ~
. ~ s°s l r ~
~ >ti'~ ~ ' PROPOSED ~ ` I ~ P P '
li ~ ' ~ 4" DIP, CLASS 51, MJ, SEWER FORCE MAIN ` \ II ~ ~
5' MAX. FROM RAILROAD RIGHT-OF-WAY I wv e?.~
5' r~s ~ PROPOSED MAX. P/P
2 EA 4 90' BEND, DI 9s~ ~ sF~~ r
w~~ r
/ oo ,
r I ~ 5 1 PROPOSED ' , 1 EA COMBINATION AIR/VACUUM RELEASE / ~ ~
r., lug ,p / v / I W + .v d 1 ~ 1 VALVE ASSEMBLY MANHOLE ~ ~ r
v r 47.99 / ~ ~ / / r
~ 2r1 ~ r r / r 47.99 ~ / r / r / i+ A / °0 / ~ /
1 y. ~ / 47.85 47.65 Q~ r v ~ ~ A / R/W 46.16 100 / P/P r , / ~ ~ , 344.29' TO PROPOSED
r ~ ~ 47.87 R W rn r / 47.95 48.27 48.27 / ~L' , MILE POST #42 CURED-IN-PLACE FIBERGLASS MANHOLE LINER TO BE INSTALLED INSIDE
l~ r l r~ •tl r 1 PROPOSED , ~r / ExlsnNc 1 ~ ' , MANHOLE NO 306 AFTER FORCE MAIN TIE-IN IS COMPLETE . / r
1 ~ 8" PVC COMPOSITE 47,93 r h ! / 2" WATER LINE ~l aa.D1 PROPOSED / , / ~ ~ `
r SANITARY SEWER / r r / r/ PROPOSED a7.21 / RR PIPELINE SIGN / , / ~ PROPOSED CONTACTOR SHALL TIE FORCE MAIN INTO MANHOLE N0. 306 IN ~ / / 1 EA 4" PLUG VALVE & BOX ACCORDANCE WITH THE CONSTRUCTION DETAIL SHOWN IN PLANS
/ so' R/w g" PVC COMPOSITE PROPOSED ~ / ~ , (DETAIL H SHEET 107). PAYMENT FOR TIE-IN TO MANHOLE SHALL BE
I R/W PROPOSED 4zss ° I Or / / r ~ / SANITARY SEWER a7,1s 4770 / S" DIP SANITARY SEWER 8 PVC COMPOSITE Z k ARY SEWER ~ 2DD' r I ~ ' Q INCLUDED IN THE PRICE OF THE PIPE.
I SANITARY SEWER ° r O Ex15TING P/P / RR R r ~ ~ ' 48.69 ~ D1~ ~ ~ Q" PROPOSED r J ~
w~A - - p~p - - R/W P/P R W - - P/P - - W M 6" WATER LINE TEL ~ 48.04 / r ~ 3 EA 4" 90' BEND, DI ~ ~
- - ~ . ~ ~ FH ' / TEL 44.87 - w ~ / / / \\~D 47.55 r 47.00 _ _ - - - _ _ R/W 1 EA 4" 22 1 /2' BEND, DI ~ / Q ~ ~ O EXISTING Q' ~ V O
4~~ 43.8 46. - - - ~ 11144.87 a_M _ ~ , ASPHALT DRIVE 7 0 / O r , _ o / o Q
sz , pW/~ TEL TEL ' EXISTING ~ ~ ~ \ r Q
p ~i II - ~ - ~w 47.gg1 ~ - - - - - - - - I+- - - _ ~BI _ M r ASPHALT PARKING ~ Wy Q' ~/yO _ 1 `W 47.1 _ ' ~ P/P - / Wry /L ' O `C
+ „ EXISTNG NEW BERN ~ EXISTING 11 - - 44.85 N ~~EXISIINC 16' DIP WATER LINE NCSR 1001 -SOUTH MAIN STREET 15" RCP u ~ Ir 47.11 47.10 ~ , . _W- WV P P
• 43.73 15' RCP 46.991145.33 = _ I ~ ,y ~ ISTING > i _ ' _ ~ 6" WATER LINE
x,11_ I E- ---Ty-- ---------._..r--r--- cn 19.91 - - - - - - ~ T . T. - - T- 1",h ~ lEl ~ , , i 0147.53 ~ l P/F _ ` ~ ~ ~ 11_ EXISTI rrl EXISTING - ~ ~ \
46.99 r r 18" RCP - 44.85 ~ - \
W o T I i ~ R/W ~ I I -T~ - ° ; I o R/W ro _ _ ~ - _ 46.991 44.85 P/P p~ I W/M W M j • p . _ o f 7.
J I 1" I ~ 47.69 47.44 P 7. ~ 3T 8/C TO B/C I 1 10' MIN. I 1 I' I ec ~~-i ~ / = 5 ~
v x ~ I I I I I w PROPOSED J!,,,_• I 47.13 a7.2s R/W I- I P I r~•I MH N0. 107 47,11 47,10 ~ 4_ 6 9~' 9Zr- 1 7.68 - _ " ~ W., _
~ ~ ROPOSED I I I I I,al Exlsrwc 10' MIN. MH NO. 106 I I I I I ~ I CONCRETE DRIVE 0 48.19 ~ 48.3 ~ ~
' I I I I EXISTING I 48, 40 ~ \ , ~ ~ ~ r ~4
1 ~ 1 CONCRETE SIDEWALK PROPOSED PVC DIP 4e.2 ~ I ' ~
ExISTING 1 , 1 EA COMBINATION AIR/VACUUM RELEASE PROP1 DITCH 1 I VALVE ASSEMBLY MANHOLE PROPOSED 1 EA PROPOSED / /
48.D4 1 , 4x.11 MH N0. 108 1 EA 4" PLUG VALVE & BOX / r r
I I PROPOSED RRR/W ~ r MH N0. 109 ~ ~ / ,
I I r rn~ / ~
I I PROPOSED 4" PVC, SOR 21, 200 PSI SEWER FORCE MAIN r ;FORCE MAIN / '
PROPOSED 10' MIN. FROM EXISTING WATER LINE / / r 1 t,
4" PVC, SDR 21, 200 PSI SEWER FORCE MAIN 5' MAX. FROM EDGE OF RIGHT-OF-WAY )F-WAY RAILROAD STREET nn EXISTING NEW BERN ~ a '~;lU~
10' MIN. FROM EXISTING WATER LINE 16" DIP WATER LINE
5' MAX. FROM EDGE OF RIGHT-OF-WAY P,TERLIUALITY
NOTE: ~ ~ ~an~rr+l~?~
CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE EXISTING 16" WATER LINE TO ENSURE THAT WATER AND SEWER SEPARATION REQUIREMENTS ARE HONORED.
PAYMENT FOR FIELD VERIFICATION SHALL BE INCLUDED IN THE PRICE OF THE WORK.
IF MINIMUM 10' HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THEN FORCE MAIN
MATERIAL SHALL BE DUCTILE IRON PIPE.
I ' t ~ i t r._. _ - _ _ _ ___1...._. - _ . _ _ .
~ _
58 _ ! ~ PR OS D ~ } ~ _ _ _ _ _ _ _ _ _.._.1___ _ _ _ I___ - - . _ _ 58 t ~ , t ~ H' O. 0'
- . _ . . _.__....._-OP - __..I___ I ~ ~ i
P SE 56 1 .EA. CO BIN TIO -A CU - - - - _ _ POP SE _ 56
R LE SE ALE SS MBL M NH LE - I ~r--- - - - __t _ _ - - _ _ ~ i ; ~ ~ 1 EA ,CO BIN TIO A R CU M /
W.._ _ - - R LE.~SE-. ,AL E _ SS MB _ NH LE. I ~ i I OP F R Il ADJ CEN TR CK ~
54 - _ - _ _ ~ _ _ _ _ - _ _ ~ I _ _ _ _ _ _ _ _ _ _ - _ 54
~ I L _ _ _ _ -
52 ! I 1 ~ r i f
~ I I _ ~ 1_.-.._ _ _ _ . _ _ _ _ . _ - _ ~ _ _ _ . - _ _ _.___52 E
3 - - _ - _ _ - - _ ~ i i _ _ _ - ---t.___ _ A . _
~ 50 N I 50
EXI -LNG I ( NA RAL GRD NO EXI TING III OU NAI E ISTI G NA RAL GR ND - - - - - ---I h - _5T €T- A PHA T
4 _ _ - _ _ _ _ _ _ _ _ _ f- _ I ~ C CR TEN RIVE
~ 48_ _ - _ _ - v _ _ _EX! T1NG. I,i i V CON RE SID WAl - - - - _ - - -
I ! - _ - _ - - " _ _ . . _ _ - . Ste. r 'n - - . - - .7 _ _ - _ . _ _ - - - - - - - - - - - - - - - - - - - - - - - EXIS NG _ ` ` - - - - - S-. r__ - - - - - - - - - - , EXIS NG - - - - -
VI - - - - - _ - 3. MI tl _ _ Hi _H iNt . _ - PV _p P___ _ 6" ATER LINE 46 - - - - Exl TING - - - - - -
= 3' MIN ~ _p I _ _
~ EXI nNG 6' AiE UN I ,
~ 15" RCP 44 " _ ' _ ti; _
_ _ 18 Idl ~ - _
42
I N- - - - - - - - - - - - - - oa I _ _ - 42
_ r - - -
d 40 I I I 40 i ~ i
0 i ~ Z _ _ _ RO OSE €D _ _ - - - - - - - - - -
j ~ 1 E 4 P G AL 38 _ _ _ w_ _ - _ _ _ _ _ - _ E__ 1 EA 4" 90' BEN. I _ - - _I
~ i I _P, ~..AL B X ~ I ~ 38 I _ _ _ _ . ~ _ _ - _ . _ - _ _ _ _ _
- - - - - - - - - _ - - - - - - - _..I 0 SE ~ 0 SE . - _ . _ _ - _ F RC MIN OP OF IP f PR P@ Etr E O
/ 36 I ( ! EA 4" 90' BEN , I 1 EA 4" 2 /2' BE D, I 4 .00 FT MS UN ER AS HAT 36 _ ~ 1 E 4 P G ALE B X I...._ _ . _ _ . _ _ - _ _ _ . _ _ _ -
~ 1
- ' _ _E OP SED _8" Pl( _ _ - - - _ _ _ _ . RR E ~ C MP SIT SNIT RY E R ~ 1 A 4' 9' B ND DI 7
34 ' 34 T_ I y _ _ _ - . - _ _ - ~ - _ I
i U - - - - - ~ - - - _ - - - - - - - - - - - --t-_ - - _ _ _ _ - L-- _ _ - - _ - - - - ..-~.v_.
~ ~ 32 - _ _ - ~ _ ~ _ _ . _ . _ _ _ _ - - __E_ _ _ - _ _ _ . - _ - _ - ~ ---1._.._ I ~ 32 t - _ - - -
> ~ t o !
__.~-...I_-_ _ I t - - - - - - - - - I ~
30 o ~ I I ~ 30
_ _ _ _ _ _ T_ _ .~1__.._ . . _ I__._ ~ ~ ~ I I i ,
I ! I ~ ~ ~ ~28 _ - _ _ _ - _ _ _ _ _ t ~ ~ ~ ~1 I i~ I ~ _ ~ _ _ . _ _ _ _ _ _ __I_
~ ~ t - _ _ ~ ~ ~ 28 ~ ~ -
o I ~ - f ! s I ~ I _ _ . _ _ _ _ _ _ - F..- _ _ _ _ _ _ _1__ _ _ ~ _ _ _
~ ! - - - ~ i t i ~ ~ i~ 1 _ _ _ _ . _ _ . _ _ _ I _ - _ ~ 26__-- ;I F
~ ~ _ ~ _ ~ _ I._ 1 1
~ r-- ~ ~ ~ ~ C i ~ I 1 ~ I 24____
- - Ln 24 - - ---I __.-I--- - - - - - - - - ~ - - ~ ~ 1 i ~ ! 1 _ _.-,---I-- _ . .-r-- _ I----~-----~-
I I I I j ~ I ~ ~ ~ I 1 { - - -
I I _ . _ 22.-
~ ~ f ~ ~ ~ co . ~ _ _ _ - _ _ _ . - ~ f I 1 t i I r 1 I~ I 1 --_I_._. _ ~ __---_.I-_ _ _ _._i _ - _
o , - ~ - I o 20 I t- ~ + I ~ ~
~ N 20
~ ~ 12+00 13+00 14+00 15+00 16+00 17+00 18+00 v 19+00 20+00 21+00 22+00 23+00 24+00
c s
o, ~ REVISIONS CAD FILE DIRECTORY: W: \d8xx_gen\d84x_eng\d847_Id\1999-0368 Ilj
~ 0 1~luulll~4 ~I11uuu1rj
X ~ ~ SSOC /1~~/ A N0. DATE DESCRIPTION M~navin a~~~('iArFS iNr. FORCE MAIN PS1-FM-A-2 CAD DWG FILE NAME: CN01-P018-Force Main PS1-FM-A-2 ~
00 \U`, 11111 1111, I~ \I~ 1111 I,,/'t/C/ . .vr. .
C. Engineers ~ G IN CAD PLOT FILE NAME: Layoutl.plt U- Englneers Planners Land Surveyors CONTRACT NO. 1 - SANITARY SEWER & FORCE MAIN 0
-'tom - SEAL - EAL MAP FILE REFERENCE: C-991 Orange
1972 = - 28431 CORPORATE OFFICE 1999 SANITARY SEWER IMPROVEMENTS 00 ICE BRANCH OFFICE PROJECT NO.: 1-99-0368-4701 SURVEYED BY: FEB ~
Q 3714 North Main Street ,eet 109 East Walnut Street
3 G)N~,1 \ P. 0. Drawer 49 Farmville, NC 27828 P.O. Box 1776 TOWN OF COVE CITY DRAWING NO.: 18 COMPUTED BY: JWM w 28 Goldsboro, NC 27533 W
D J d i,i~ L~ H~~ >>>1 w. `O Telephone: [phone]o ~ I t t n i i t t Facsimile: [phone] -2139 Telephone: [phone] CRAVEN COUNTY NORTH CAROLINA SCALE: H - 1 "=40' V - t"=4' DRAWN BY: DCA W
7220 Facsimile: [phone] Z DATE: OCTOBER 12, 2004 APPROVED BY: JWM (n

_ _ _
I
PROPOSED PROPOSED I MH N0. 230 (DROP MH) I
MH N0, 202 I PROPOSED RIM = 42.15 RIM = 44.25 I MH N0. 203 1~'
INV OUT (E) = 29.36 INV OUT (SE) = 30.39 I RIM = 44.48
INV IN (W) = 29.56 INV IN (NW) = 30.39 I INV OUT (SE) = 30.82 g 5 INV IN (N) = 37.50 I INV IN (NW) = 31.02 NORTH CAROLINA RAILROAD COMPANY
I
2181.23' TO I
NEW BERN ~ MILE POST N0. 42 - - KINSTON I
PROPOSED PROPOSED I 27' ASPHALT f PROPOSED 10" DIP SANITARY SEWER ~ 10" DIP SANITARY SEWER I FO TEL PROPOSED PROPOSED PROPOSED
RR PIPELINE SIGN o I I io I ` 8° DIP SANITARY SEWER MH N0. 204 ~ RIM = 46.18 8„ DIP SANITARY SEWER
~ ~ I I r I ro -~-I ~ ap IT PROPOSED *ao.4o EXISTING n INV OUT SE = 32.75 00 0o RR PIPELINE SIGN s" WATER LINE II ( ) m
I--- ~1 INV IN (NW) = 32.85 ~ -----------tt------------------ -
- I I EXISTING 36" RCP ~ - - - - - - - NC PROPOSED II - -I - - NCSR 1005 -SUNSET BOULEVARD
MH N0, 201 II I _ _
RIM = 41.49 - -u~--~\ -I--- 11 EXISTING 18" RCP H
INV OUT (NE) = 28.96 Os I~ I INV IN (W) = 29.16 40.38 \40.3 i 141.74 42.8 43.52/4448 .34 rn 4.95 44.7 44.15 ~ ~ ~ 4.20 I 43.95 a 43.97 4.2 ~-----------'-i+--~
i 69 y.0 \ 41.80 43.====__ ° 4 4 ° Z ~ 1 38.79 °~FH = _ _ _ - - - ~ _ 43.72 1: 0 - 4 - EXI TING 12`I RCP ° 41.68 ' 4 4.2 ~ ---M------M----r-M-\ ~M------M ~----,M--\ M----~ -M----- ° 45.19 ~ 5.08 45.48 I ~ r 45.66 ro 45.56 .66 q~
\ EXISTING 12 RCP - _ ____~_______________~==_~Di===- ~ 200'RRR/W - M------M-~----- - D I - WV'S ~ M---- M------M---- - ------M------M- 43.4 EXISTING 12"~ ~ - - - -44.62 - $ 42.45 45.24 44.48 °o °0 39.59 42.50 - - -----------------~_===='F4.78 ~ I - 43.01 0 43.33 ====~•4:
PROPOSED - - - - - - _ _ ~ I inP fM fM f - - 42.75*===+42.52 - EXISTING 12" RCP DI 4q,41 EXISTING 12 RCP ~ - - - I I EXISTING 12" RCP I EXISTING 15" RCP EXISTING 15" RCP
10" OIP SANITARY SEWER - - _ _ _ _ ~ M _ fM----I~ ffr~- -f~--- f~ - - 40. RAW ~ I I P - - ~ Fl?"-Flal FlN=~FRi - _ RR R
I I EXISTING EXISTING I PROPOSED N ~ II I I ASPHALT DRIVE 44.47 44,48 ASPHALT DRIVE o I PIP I I WMD WMD EXI P/P ( R/W STING
SEWER PUMP STATION N0. 2 I~ I I I ASPHXALTI DRIVE ASPHALT DRIVE X I
RIM =41,50- x ~ ~ I EXISTING ~ I INV IN (S) -28.74 II I I PROPOSED I PROPOSED
K I 6" WATER LINE 44.80 A ~ I II I 44.83 A J I 4" PVC, SDR 21, 200 PSI SEWER FORCE MAIN I 4" DIP, CLASS 350 SEWER FORCE MAIN
I II I 45.16 45.17 ~ I 45.98 46.13 46.34
u II I 3 I 45.54 r;~ ' ~ I I PROPOSED I C) I 45.54
I I 8° DIP, SANITARY SEWER i ~ I- I
x ~ I PROPOSED w ( p I ~I
x I 1 I 4" PVC, SDR 21, 200 PSI SEWER FORCE MAIN I U I EXISTING 45.71 46.12 46.26 45.64 47.65 46.41
2" WATER UNE a l 100 l W I
1 rn ~ I ~ I I I m ~I
I I I vI
I II ~ I I x , , WETHERINGTON AVE. I
II ? I I ~ 4
' I I~ II II I ~ 8 2.OC~i ~,A~ ~
I I R/W R/W ~ j X 1 F I
~ I r" Af gUA1.11Y UkN1*. W ~psto ~>~1~
I I
LATERAL A
1 ~ I I I,_ I ~ ~ ~ _ _ . _ _ _ _ I _
58- - - - _ - . ~ - - ~...y . - - - - _ - - - _ . _ - ~ I _ - - -
~ ~O ~ P ~ R 8 fB - L _ _ - _-I--. - - - 58
M - - - ~ _ - SE ER UM SATIN 0. _ _ _ MH NO 20 H NO 23 (RO M) H NO I RIM = 1,5 RI = 2,1 RI = 44, 5 - - _ - RI - H NO 20 ~ P ~6 _ MH N0. 20 RI = 4. 8 - - - _ RIM = 6.1 - - -
56 ~ . i !N_. S 2 ..7 Il~..IIU _ .29. fi_ - - - ^ _ - . _ IN _OU ( __3 .82 ~
H N0. 0 IN IN W) = 9.5 I IN IN (NW = 30.9 I INU IN _ _ _ _ _ - - IN -tN N - 9:5 ~ _ . _ _ - IN iN - N - 7.5 _ _ _ _ _ . - INU IN NW = 31.2 ~ I ~ INV IN NW = 2. 5
RIM = 1.4 - - j. ;u,,, - - _ _ _ . t.._ _ . . . - _ _ ~ . _ _ _ ~ _ ~ _
I nIM = 1.4 F~~'I nIM = 1.41 - - _
F~~'I nIM - 1.4 ~ - - _ Fh' - -
I nlt~ = 1.4~i ~..i v`~ - F~~'I nIM - 1.4 ~ - - _
Fh' - - I nlt~ = 1.4~i ~..i v`~ - F~~'I
nIM - 1.4 ~ - - _ Fh' - - I nlt~ = 1.4~i ~..i v`~ -
F~~'I nIM - 1.4 ~ - - _ Fh' - -
I nlt~ = 1.4~i ~..i v`~ - F~~'I nIM - 1.4 ~ - - _
Fh' - - I nlt~ = 1.4~i ~..i v`~ - F~~'I
nIM - 1.4 ~ - - _ Fh' - -
I nlt~ = 1.4~i ~..i v`~ - F~~'I nIM - 1.4 ~ - - _
Fh' - - I nlt~ = 1.4~i ~..i v`~ - F~~'I
nIM - 1.4 ~ - - _ Fh' - - I nlt~ = 1.4~i ~..i v`~ -
F~~'I nIM - 1.4 ~ - - _ Fh' - -
I nlt~ = 1.4~i ~..i v`~ - F~~'I nIM - 1.4 ~ - - _
Fh' - - I nlt~ = 1.4~i ~..i v`~ - F~~'I
nIM - 1.4 ~ - - _ Fh' - - I nlt~ = 1.4~i ~..i v`~ -
F~~'I nIM - 1.4 ~ - - _ Fh' - -
I nlt~ = 1.4~i ~..i v`~ - F~~'I nIM - 1.4 ~ - - _
Fh' - - I nlt~ = 1.4~i ~..i v`~ - F~~'I
nIM - 1.4 ~ - - _ Fh' - - I nlt~ = 1.4~i ~..i v`~ -
F~~'I nIM - 1.4 ~ - - _
Fh' - - I nlt~ = 1.4~i ~..i v`~ - F~~'I
nIM - 1.4 ~ - - _ Fh' - - I nlt~ = 1.4~i ~..i v`~ -
F~~'I nIM - 1.4 ~ - - _ Fh' - -
I nlt~ = 1.4~i ~..i v`~ - F~~'I nIM - 1.4 ~ - - _
Fh' - - I nlt~ = 1.4~i ~..i v`~ - F~~'I
nIM - 1.4 ~ - - _ Fh' - - I nlt~ = 1.4~i ~..i v`~ -
F~~'I nIM - 1.4 ~ - - _ Fh' - -
I nlt~ = 1.4~i ~..i v`~ - F~~'I nIM - 1.4 ~ - - _
Fh' - - I nlt~ = 1.4~i ~..i v`~ - F~~'I
nIM - 1.4 ~ - - _ Fh' - - I nlt~ = 1.4~i ~..i v`~ -
F~~'I nIM - 1.4 ~ - - _ Fh' - -
I nlt~ = 1.4~i ~..i v`~ - F~~'I
nIM - 1.4 ~ - - _ Fh' - - I nlt~ = 1.4~i ~..i v`~ -
F~~'I nIM - 1.4 ~ - - _ Fh' - -
I nlt~ = 1.4~i ~..i v`~ - F~~'I nIM - 1.4 ~ - - _
Fh' - - I nlt~ = 1.4~i ~..i v`~ - F~~'I
nIM - 1.4 ~ - - _ Fh' - - I nlt~ = 1.4~i ~..i v`~ -
F~~'I nIM - 1.4 ~ - - _ Fh' - -
I nlt~ = 1.4~i ~..i v`~ - F~~'I nIM - 1.4 ~ - - _
Fh' - - I nlt~ = 1.4~i ~..i v`~ - F~~'I
nIM - 1.4 ~ - - _ Fh' - - I nlt~ = 1.4~i ~..i v`~ -
F~~'I nIM - 1.4 ~ - - _ Fh' - -
I nlt~ = 1.4~i ~..i v`~ - F~~'I nIM - 1.4 ~ - - _
Fh' - - I nlt~ = 1.4~i ~..i v`~ -
F~~'I nIM - 1.4 ~ - - _ Fh' - -
I nlt~ = 1.4~i ~..i v`~ - F~~'I nIM - 1.4 ~ - - _
Fh' - - I nlt~ = 1.4~i ~..i v`~ - F~~'I
nIM - 1.4 ~ - - _ Fh' - - I nlt~ - 1.4

Fh9 V~`~ _ _
I nIM = 1.4~i MIM = 1.4
. dI& 'SM MI~MI = 1.4
nIM Glh` MIM = 1.4
FI 'I MIM - 1.4 _ Glh` L--- I -JL---i I I I I 1 #1
MIM = 1.4 FI'I \ MIM - 1.4 _
Glh` MIM = 1.4 FI'I \
MIM - 1.4 _ Glh` MIM = 1.4
FI 'I \ nIM - 1.4 _ ~Ihr
FI'I \
NOI
'I \ Ml MIM = 1.4 _
LIMA MIM = 1.4 F I MI

20050922 SD033420
REACH VARIES f _ 20050922 SD0334t1 20050922 SD033415 CAP
CZ<~ - 36~) ~ INRUENT PIPE ~ 7^ t -4 ~ SEE DETAIL A
y 3/8'0 ANCHOR BOLTS i MIN. STAINLESS STEEL r 3 8"0 ANCHOR BOLTS TOP LADDER RUNG / STAINLESS STEEL
STAWLE55 _ ~ INFLUENT PIPE
STEEL CHAIN
1/4"0 STAINLESS a 57EEL CABLE O O O O m 4;~--$A rn ~ 3" JL__JL LADDER RUNG
0~ ~ " ~ ~ STANDOFF
xo 3/B'0 STAINLESS STEEL U-BOLT
0 ' ' 0
W N7NCH ~ ~~-6~ ~ "',STOP nssEMB~r o GUIDERAIL - PLAN VIEW ~ ~ N ~ ~ Z
BASKET - PLAN VIEW LADDER RAIL ~ rn

rl
5 1 1 1 rl I I rl
5 1 11 rl

,1 1
,1 11 1
1 1 4 ` ~ 1 ` 1 l
1 \ 1
' ,+47.17 ,.+46.20

1
~ \ \ I 1 ` ~ I I SITE GRADING CONSTRUCTION NOTES
J pve. 1. Clear and grub entire site within limits of construction. All trees, shrubs, bushes,
6r~o 1 rn 1257 ~ ~ µi0 ~ a, ~ ~ debris, etc. within the limits of construction shall be removed and disposed of in
d ~ ~ 1257 ~ ~ 91o gt, ~ m~ ~.M ~ ~ accordance with applicable Federal, state and local laws, rules, and regulations.
1257 ~ r y r Disposal site shall be provided by the CONTRACTOR.
! ~s S1 / z Av~,~ ~ 2. Construction shall be confined to the area within the limits of construction lines
' r shown on this sheet and within the right-of-way of adjoining streets and roads. Construction within adjoining streets and roads shall be limited to that required to
1 v afilc COVE CITY ~ 1 ~ f S~5 m° ~ 3(~ install proposed improvements under this CONTRACT, z
etgrv7 m ~ B ~ 1256 ~ 1 SL. y ~ 0 3. Grade, shape, and landscape site to provide positive drainage over the entire site and rn
` r m c to drain surface water away from structures. Slope ground surface away from w
I Railr°ddSL McCo o~ - - r 1239 ~ E SUnaef BI Avo ~4i structures at three (3) percent minimum slope for a minimum distance of thirty (30) ~
i say r~oy ~ ' f ~,a v 3 1W5 ~ < feet in all directions. Grading shall extend to the edge of pavement of adjoining streets.
N m ~ ~ ~ onr SL 3 McCoy St. d / PROPOSED RIB'/
While Ave. ~ ~ . ~ 1240 While Ave, r I 4, All roadway and parking areas shall be surfaced with a six (6) inch thick layer of
1239 1 8" PVC COMPOSITE GRAVITY SEWf T R coarse aggregate base course (NC DOT Type A), Existing CABC surfaced areas shall a E GRAVI Y SEWS ~ ~ be resurfaced after completion of other construction. Provide additional CABC ~
o m ~ ~ ~ , 1ao1 I U a ~ ~ ~W~ ~ moterial as required. w
U 1 NOTE: i o !RUL65 ~ ~ S, All disturbed areas shall be seeded and mulched within ten (10) days after completion
CONTRACTOR TO COORDINATE THE RELOCA110N OF THE ~RUL65 /~,W .+~ss2 of grading operations. Entire area within the limits of construction shall be seeded
Vicinity Map ELECTRICAL SERVICE LINES FROM UTILITY POLE ~iUL66 TO UTILITY POLE ~iUL67, COST FOR RELOCATION IS and mulched except those areas within the limits of buildings, structures, and CABC ~ ,W' / surfacing. Undisturbed areas with a well established grass cover shall not be seeded o
REIMBURSABLE UNDER PUMP STATION NO. 7 ELECTRICAL 1 ALLOWANCE. 1 as~o~ and mulched.
1 ~ ~ , ~W' ~ ~ / 6, Erosion control measures shall be installed prior to beginning construction and shall d
/ W ~ o ~ be maintained in continuous operation until the final grass cover is well established, Z 1 , 46.24
1 PROPOSED ~ , ~ 'W~ EXISTING ~ , ~ ~ 1 1 ~W / / , +as,4s Erosion control measures shall be removed by the CONTRACTOR after the final grass 1
2" WATER SERVICE s' WATER IJNE ~ ~ , ~ ,W'•' 1 ~ - ' +45.85 cover is well estoblished. 1 i 46.48 N
-1- + / ' ~ . a 7. No land disturbin activities shall occur in Zone 1 of the Neuse River Ri orlon Buffer. `o - '1~ ~ 9 p U
I r ~ 1 , ~~h46~41 - PROPOSED ~ ~ This area is not within the limits of construction Z N 1 j / 1244 ~ ~ R I ~ / +46.10 , gP +45.92 ~ Uj m ~ ti ~
LIMIT OF CONSTRUCTION ' ~ ,~W- " ~ ~ ~ / TEMPORARY CONSTRUCTION ENTRANCE/EXIT " '
i ~}E - A N ~W P .46 1 E / ~P v UN~hMN +a5.a2 V J - h N a 1 / ' 10 ~ S49'32'39"W m ~ 5 ~ ~
~ . ~ 43.35 WN • PROPOSED ~ ~ R~ S 1 1 .~h W J p_xZmm
,W' , ~ +asso ~ ~ PL 32 LF 18" RCP CLASS III , ~ , i - " " 5~ PSPN ' 1- - " ,1 12 20 1 217 N~0 CNO 3s 11.99' I,,. ~ o $ EI AG TREE _ ~ pp a m ,1- 9,a ~tp / ~ PIPING CONSTRUCTION NOTES ~ z y 0 ° v hi
INV (W) = 44.00 ~ W~ , i CCjR , R W - " •+5.95 ~ N o ~ - 1. 1 + IN MAGNOLIA TREE Q ~ , a c 5.95 / 45.68 NIP 1239 _ 1. SP / ~WdarE
INV (E) = 43.80 ~ PROPOSED . ~ ' (5 +45.31 0 45.31 0 / NIP U m o ° m i3
W~ 57 LF 8' CHAIN LINK FENCE 46.59 - i~ 44. sP f , ~ 46.31 , ~ EXISTING 1 1. This piping plan is diagrammatic only. Additional piping and/or fittings may be ~ ~ F LL 44. SP / O LIMIT,'OF CONSTRUCTION t
W PROPOSED , 11g~ RCp - sP +45.52 #RUL67 , ~ " 1 /oE 0.351 ACRES required to avoid conflicts, tie-in to existing and/or proposed Imes, and/or provide a ~ ~ +45.52 / ,4ao''~ complete and fully operational system. The CONTRACTOR shall provide all piping 11
SILT FENC , s , -+'4sss ~ ' ~ ; - +45.14 (BY COORDINATES) and fittings as required at no odditional cost to the OWNER. +46.17
e% ~ ~ "+46.55 PROPOSED ~ ~ ~ ~ 4a.5 . 5 y3 E ~!RUL64 5.98 ~ ' 2. See all other sheets for detail piping arrangements, grades, inverts, and pipe
~ •-'W ~ 10" PVC COMPOSITE' N7A2 5' / i~ ~ 43.21 SA 1~ ~ locations. ~ N a~
~ - GRAVITY SEWER +45. 2 f / ~ .W ~ " ' 46.16 / 1 / ELEV, = 46.67 3. All ravit ductile iron i e outside structures shall be Thickness Class 51 with ush- ~ ~
i~ 5P PROPOSED R/W ~ ~ ~ , " " ~ \ •97 N +45.33 43.326.00 ELECTRICAL SERVICE POLE WITH METER ~ TBM ~E2 NAIL IN PP 9 Y P P P c NGVO 27 ATUM on or mechanical joints unless shown otherwise. Q •rn i METER
/ ~ W o + ' ~ ~ •r4~s4 ~\Oe ~~~o 0 0 ° ~=20~ 44.4 . 5~ ` BASE AND CIRCUIT BREAKER (MCB 1) W c ~1C6 1) 4. All of in chloride (PVC) force main i in outside buildings and/or structures U P Y~' YI PP 9 ~o
~ ~ a°o°°p °0° ~ i ''W . ~ oa°°p°° ° SP 1 ~ y o0 0o B o i PROPOSED / sholl be SDR 21, 200 PSI unless shown otherwise. w v m ~ N U~ NNE
~ ~ , aop'4~•4,~foo °000°0o v °p0aop45%2o0000 ° sP ' I UNDERGROUND ELECTRICAL +.46.28 LL N ~ ~ ~ ~ 5. All ductile iron (DIP) force main piping outside building and/or structures shall be O ~ ~ N r ~
' " 47.2D ~ " ' ° c o'o a u o ~ SERVICE CONDUIT & WIRE Class 51 unless shown otherwise. w" 3 v N N +45 20' NEUSE RIVER ~ ~ Z N ~
„ 447.30 R=20 ° o 0 0° - X i +45 o ~ PROPOSED ° ° •-•as.o.• ~ i UNDERGROUND TELEPHONE SERVICE VICE s,, RIPARIAN BUFFER ~ L O ~ zoNE 2 6. All ductile iron fittin s shall be rated at a minimum of 250 PSI workin ressure with ~
a~~° ~ x- ~ ~F46.74" ~4 o°o°pd'°ooo ~x ' I / '~~k~' r 46. 9 9P pop•~~d -~k, ~s~4as2 bo' mechanical Point ends with gripping rings. Z • E ° E
47.43 +45.89 NI oUNiT oo x ~ / ? ,,5~, SP NIP 12 <PRICE oo ~ ` ' k° 1~ ^o .a ~aa r,_
~PIPING° o ~ ' ~ ~ I PROPOSED . ' u9~ ;+4631` * a 7. Concrete thrust blocking, rodding, gripping rings and restrained lomts shall be provided u O ~ m a ~ ~ 4 ae in accordance with Section 02667 of the SPECIFICATIONS. Z ~
- ooo oo~PV• ' ~ 44 LF 8' CHAIN LINK FENCE 4.4T.00 FM ~ ~ o0 ooao ~ r 30' NEUSE RIVER RIPARIAN BUFFER 8. All water pi in shall be polyvinyl chloride (PVC) SDR 21, 200 PSI unless shown
' +46.62 ~ 46.44 00 ooo o ° ' ~ ZONE 1 40.93 P g otherwise.
/ ' t !~CARI ice" F ~ oo ° o CARLTON CROUELL
4 SP 5 eo 0000 o A t)t' i 6.0.~. _ DI ~ __.46. PROPOSED 40 4°o,pl ' " t4s.6gA, I ''0~~- DB 725 PG 396 _ k4d.29 ao•~9 9. The minimum backfill compaction within {10) feet of any structure shall be 989'0. All t ` other compaction on the pump station lot shall be minimum 95q.
~c LUMP SUM °o': • ,g 43.06 - \ 8 LF 8 CHAIN LINK FENCE • , , . , . ` ~ , ~ ?s.o, t /PROPOSED , ° , . •-~d6.49 SITE PIPING '';.u~ ` :SILT FENCE . 1 ~ 3 1.15 +45.69 ~ ~
R~ ~BBPDSED as.z ~ 6.iz' , M ~ O to
~ ::PROPOSED a .o~, ; 16 ,WIDE DOUBLE LEAF GATE 2~1 ~ ;I • 4 DIP, CLASS 51 I o_ c
SEWER FORCE MAIN araas~~ . . .F 45.67 obi ~ ~ d m U U
PROP05ED ` ~ ' ~ ~A d ~ 0: s~
PROPOSED 52 LF B ,CHAIN LINK FENCE ~ 5 x ; ~ ,'r - 41.n I 1n
8" DIP GRAVITY SEWER ~ ~ ' ~ ~ ? ~ 7814 ~`ti k,''AIL IN Pp~ ,~'"g'. ~ 7~~ ~ a 41.23 O ~ ~ ro m
PROPOSED ~ ~ ~ ; NGM; 2' DAn~M ~ ~ PROPOSED SILT FENCE ~ ~ ~ ~ ; ` 1240 - 00 rn m p p •k45.22 C ~ 0 W D] W
4 PVC, SDR 21, 200 PSI SEWER FORCE MAIN ° ~•~PROPOSED ~ ~r ags ~ 0+ f ' 4~ 45.46 3 ~ ~ ~ ~ ' _ ; " ~~,10" DIP GRAVITY SEWER .46 0' ~ 41.40 ~ r ~ F- >
+46.57 , 45.84 1.3 12dh >i W ~ O a ~ o:
~ T ~ PROPOSED I r~,.~ PROP05ED IP ~ RALPH HARGE T, JR. PROPOSED Y y ,SILT FENCE ° ~ 'o ~ ~ DoE ; PUMP STATION N0. 7 ~ 1.az - ~ " ~ o ~ ~ o ~ a % V m rn U f a
~ DB 1305 PG 728 262 SY 6" CABC SURFACING' ~ ~ "'D~ _ ~ m I c 0e~ JOHNNY GATLING o, ~ o
~ MB 9 PG 105 ` ~ PROPOSED TOP OF PUMP STATION - 47.25 - a4.oe oe~ t a5's _ ~~INV IN - 33.44' ~ ~ DB 2149 PG 460 0 4 0 0
~ +4s s1 :=75 LF 8' CHAIN ? d ; ~ ~ LINK FENCE \ ~ ~ ~ ~ p ~ a I
'off ,PROPOSED .+'45.60 11~ 8 „W ~ i Z ~ ~ ~ ~
'S2 UI ~ i ` , ELECTRICAL HUT••-; % - o.e $~5 3 U J U~ O O N
a DoE , ; +a5.72 4 56 0 ~ , 4j ~,I I ~ ~ ~ U rn
L ~ 5~ ~ ' i -•AS LIMIT OF CONSTRUCTION ~ . - fly' _ N x ~293~~1.94fi4 ~ . ~'4s.71 S~ o a Z w l ~ o:
~ 40. SO O Z w w~~ w ~ ~ w o N o
T , ESTER FREEMAN HEIRS t 2a2 - `9~. p W ~ Z Z N U
U Ni 1.03 DB 681 PG 400 +4s,~o~ ' FLOOD ELEVATION DATA w ~ p ~ ~ ~ ~ o According to the North Carolina Floodplaln Mapping System
~ ~ MB9PG105 a IP ,I~a4.Bs ~ o a ~ w Z the site Is not within a flood hazard area. o. ~ 3 ~~l
U °a °a °a a ~ cal a U U O~ a a cn o
I " .''~dsss UMIT OF CONSTRUCTION 1~ _ _ _ 4fi.0 NOTE:
~ - O 4D.9 DISTANCES SHOWN ARE HORIZONTAL GROUND
a , I t45•g'I . ~ 41.35 MEASUREMENTS UNLESS NOTED OTHERWISE.
O Z 1231 ,J
Z - d~45.34 12 ~
~ X45.96 EI~IA I r,FNn Q
Z ~
~ 2 NIP =NEW IRON PIPE SET Q = R W =RIGHT-OF-WAY ~
~ 1.17 ate. 11 N~ / ~ 0 ~ =CENTERLINE Z
41.53 - ' a 's - PROPOSED +50.0 =EXISTING GROUND ELEVATION W (A
p +•a5s7 ELEV. - 47,47' ~ NCGS STATION SUNSET ~ ~ A 1 EA 4" 90' BEND, DI, MJ WITH GRIP RINGS ~ =PROPOSED GROUND ELEVATION LU U I- 1 EA COMBINATION AIR VACUUM RELEASE VALVE ASSEMBLY MANHOLE = EXISTING TOPO CONTOUR LINE f- ~ Z
N SOURCE BENCHMARK m NGVD 27 DATUM / ~ i = PROPOSED SILT FENCE 0 W
PROPOSED z = PROPOSED FENCE d g = 0 L1J
I 0 1 EA 4 90 BEND, DI, MJ WITH GRIP RINGS EXISTING DITCH 2 oZS
U 2 O I =PROPOSED DRAINAGE FLOW DIREC110N ~ ~ m ~ 0 - PROPOSED W
G 1 LUMP SUM 2° WATER SERVICE FOR SEWER PUMP STAl10N N0, 7 Z ~
I TO INCLUDE BUT NOT IJMITED T0: g W W
~ CONTROL MONUMENT - 1 EA 2" WATER SERVICE METER ASSEMBLY " cn - > - 1 EA 2 GATE VALVE
~ NCGS STATION O - 1 EA RPZ DEVICE & INSULATED ENCLOSURE lU y- ~
I "SUNSET AZ MK" ~ N= 527491.69763917 - 1 EA 2" YARD HYDRANT ~ ~ W " ELEV. = 47.47 to U
rn ~ E=250054F.85257083 - 2 PVC, SDR 21, 200 PSI WATER LINE Q PBM CONCRETE MONUMENT ~ NGVD 29 DATUM LU
j rv NAD 83 SOURCE BM = NCGS "SUNSET' Z ~ 0 0
O t~ z rQr^q
I ~ S74 S6' " vJ Z O I
~ ~ 2 04 E ao O 283,9x' p ~ (GRxD) SCALE IN FEET : 1" = 20' ~ ~ O
/ ~ 2a o 20 ao Q Z
O 1 ~ O f~Za
I N
x CONTROL MONUMENT 1 ~ ~ ~ \\~~~tuuull~~~~ ~1t1u r o_ Q ~
~ ~ NCGS STATION "SUNSET" ~ N= 526898.0505325
~ o E=2502752.258265
~ NAD 83 I CF=0.99987680 q ? ~ , Q~0 z ~
X T r _ - 0 0 _ ~ : SEAL _ ~ _ _ _ SEAL _ U ~
a~ ~
0 Uj =3 N tyi~ Za4jt c.s c~ w
AN NIC
, „W 9 . CFA fill
W
v~
boo
ova SHEET 97 OF 115

15'-0`
CONCRETE OPENING FOR ACCESS DOOR IN TOP SLAB ABOVE T-0`
~a d GRADE FlNISHED GROUND SURFACE
d • d , i . d TO DRAIN DISCHARGE FROM DOOR CHANNEL DRAIN PIPE
d. • • , ~ N
. + " z o I I to
• d • d a' oIP a. , ~ . , ~ d• VENT PIPE ' ~ d ~ 1~ 5 " w
d , ~
' ACCESS 4` X 4` 4` 4` ' I SEWAGE .I ii~\ 1 1/2' PVC SCHEDULE 40 ' ' DOOR CHANNEL DRAIN PIPE 11
TEE, DI PLUG CHECK ; PUMP LADDER PRESSURE VALVE VALVE pRESSURE ~ ' ' 11 11 II
FLOW d GAUGE GAUGE ~ ! - - r~-- I PRECAST CONCRETE - VALVE VAULT ii
4` DIP FORCE MAIN , o O o 4" pip ; I I _ _3_Y_ I _ LJ_ I 'i. F a ~
BENT ' r~ W
2 z • 3` - ri 4 ~ O ii i FLOW 2 ~ PLUG 4' X 3" TEE, DI 4` DIP ® ; ; O I I 10` DIP PIPE / ~ °
~ • ' ' INFLUENT 0 • • VALVE - 4~__ I ~ i r 1 d i ~ I I ' ~ I ~r, 1 ' 6'-0" X 5'-D° DOUBLE LEAF ` 1 I ; r ~ ~
PRESSURE ' 4" PLUG VALVE , ~ ~ GAUGE • AND BOX ~-i- ' ' I + ; ~ ALUM~lUM ACCESS DOOR ` ~ a I I r
, 0 ~ I I I I i 0 4" DIP TRASH ' ' \$-0` X 4'-0` DOUBLE LEAF+' I ' i 1 1` ° ~~~1LUMINUM ACCESS DOOf~% ~ ;
4' 90' BEND, DI ~ ~ BASKET ~ + • I I I 1 1 I r 1 1 1 1 , r 1 1 I I 1 1
d I . • ~ 4` 4" ~ SEWAGE ~ + 1 ' i VENT r 1 i Z I ~ ~ PIPE ~ ~
PLUG CHECK ~ PUMP VALVE VALVE ~ ~ Z 1 1 1 I 1 O 2
• , , I I ' . ~ d I I 1 ' ' I 1 1 ~ j N 1 1 ' 0 0 ~ 1 0 0
• d + I 'd I PLUG VALVE ' I ' ~ ` I ~ U,,
BOX AND COVER 1 ' HOIST / i i HOIST ~ 1 SOCKET SOCKET Z 1 , (NORMALLY CLOSED) , ~ ~ r 2 p
• d 6' MINIMUM a ~i. BOTTOM EDGE OF 1 I `I 1 r r MAN I I 1 I , N 01 M(`(h 1 1 ` ~ r r d N 1 Wy
(TYPICAL) d. CONCRETE FILLET d ~1 ~ i L1 Uuj lD t~mN 1 1 , ~ i' ' ~ C LLr NrM
d . ~ WL J O~xzmrn , 1 ~ ! -m
5'-0' MINIMUM ? 1 1/2' PVC SCHEDULE 40 I'~ =gym ..rn 'C SCHEDULE 40 ~ U ~ " •
DOOR CHANNEL DRAIN PIPE NNEL DRAIN PIPE ' Z N 0$ ~ ti II ~ II
. U ~ m rn o n.N o Oldo G1 ~ ~ ~
GRA[ 1 GRADE FlNISHED GROUND SURFACE O ~ ~ a TO DRAIN DISCHARGE FROM W
C ODOR CHANNEL DRAIN PIPE - - vJ a
SECTION VIEW - - - Q •
1 PRECAST CONCRETE WET WELL Q i
Q C
Ip w
V ~o GAST IN PLACE CONCRETE TOP SLAB ~ U ~ N N ~
LL N v~ W N
0°vNn~ W m 3 Z N N
h- ~ ~ N N ~ ~ ~ N ~ v
az0>o°-'
2 EA 4' 90' BEND, DI moa~rE .j N d N V O ~ ~ ~ ~
PORTABLE HOIST 6'-0" X 5'-0' DDUBLE LEAF ALUMINUM ACCESS DOOR • WITH SPRING ASSIST, DRAINAGE GUTTER, RECESSED PADLOCK BOX PLAN VIEW 3 z
AND HASP, AND AASHiO H-20 HIGHWAY LOAD RATING
4'-0' X 4'-0" DOUBLE LEAF ALUMINUM ACCESS DOOR WITH SPRING ASSIST, DRAINAGE GUTTER, RECESSED PADLOCK BOX N0. 12 STAINLESS STEEL
AND HASP, ANO AASHTO H-20 HIGHWAY LOAD RATING SCREEN BETWEEN FLANGES u (80TH VENT PIPES)
HOIST SOCKET GENERAL CONSTRUCTION NOTES ~
~o o ~
~4 AT 12' OCEW t. These plans are intended to provide information for installation of a complete and fully operational I v sewage pumping station. Provide all materials, labor, equipment, tools, devices, etc. and perform all ~
3 required work and services necessary for and incidental to a complete installation as shown on the o~ o
~ _z 1 1/2" PVC SCHEDULE 40 ~ ~ a_ a DOOR CHANNEL DRAIN PIPE PLANS and/or called for in the SPECIFICATIONS in complete accord with the CONTRACT DOCUMENTS. % N ~ ; ~ "p ~ ~ ~
O ~ ° a ~ 'v ~ 2. Concrete shall have a minimum compressive strength of 4000 psi at 28 days. r`I m
IA z 0 TOP OF 51_AB = 47.25 •t °
~.J a 3. Reinforcing steel shall be Grade 60. o m m m rn o 0 o r o
~ I~ n_ CABLE . • u------ 4. All exposed concrete edges shall be chamfered 3/4". ~ U ~ ~ m
C • I r HANGER , ~ . 0 -a- xl o ~ d ~ ~ 5. The wet well shall consist of precast concrete manhole sections conforming to ASTM C478. The wet ~ z ~ ~ a a
• 3" FLANGED FEMALE ~ ~ QUICK CONNECT COUPLING - ' / / / / ~ ~ well shall be designed to withstand H-20 highway loading with the ground water level at the finished o ~ w ~ ~ o a
0 3` PLUG AND DUST CAP r ~ d• CABLE ground surface. The precast structure shall have sufficient weight to resist 110X of the buoyancy forces ~ a ca with the wet well empty and the ground water level of the finished ground surface. flexible watertight ~ ~ Q
~ VALVE PRESSURE ______J, COIL LIFTING CABLES / / / / / NATURAL GROUND ELEV. =46.54 U1 4` PLUG GAUGE i; ' ' AND HANG ON HOOKS GRIPS ~ d ~ C VALVE ------ii (TYPICAL) • / / I pipe to manhole connector sleeves shall be provided for all pipe connections. Provide submittal to I o a o 0
0 ~ ~ 4. ~ ~ ~4 AT 6` OCEW U ° PRECAST CONCRETE CHECK 4 ~ VALVE VAULT VALVE ENGINEER for approval. Submittal shall include calculations sealed by a Professional Engineer registered x a r in North Carolina showing compliance with the structural and buoyancy requirements, o ~ ~ ~
~ z . ' VALVE 4' 90' BEND, DI d 0 ~ d eaX • rn ~ °z o I ~ o
Z ° , , ~ , , , , ; ~ DISCHARGE PIPE CENTERLINE =43.75 6. All interior surfaces of the valve vault and wet well, except the wet well floor, shall be coated with 3 ~ ~ ~ ~ o bitumastic paint after installation prior to placing into service. o a
I 4` DIP FORCE MAIN , , I I I I , 4 ,DIP DISCHARGE PIPE C w I } lil W W 01 N
0 d 7. All piping shall be supported and restrained to evenly distribute loads and revent loads from bein ~ ~ a z °i v transferred to um s and other a ui ment. P g ~ z z ~ ~ ~ ~ ~
p CONCRETE 12' MIN. + , PIPE ~ 8' MIN, ~ppORT SLOPE GROUT SEAL , P P q P w w W W o m J l+.
TO DRAIN CONDUIT 8. Pipe couplings shall be provided with thrust restraint by using tie bolts, rods, and nuts. ~ ~ ~ ~ o o ? ~ ~ Z Z V1 U
0. ~ d _ ENDS 1/4`m STAINLESS STEEL IFTING CABLE , ' (PROVIDE SUFFlCIENT CABLE TO THREAD ONTO HOIST J O O~ I- O a 0 9. Concrete thrust blocking shall be installed at all below ground fittings and valves. ~ o a v. w z w
~ p. ' d . , i 4' DIP , i FOR BASKET REMOVAL, MINIMUM LENGTH = 30'-0`) 7 ~ - d I . ~ ~ a 7~ J la'I
~ ' . • ~ 1 4"4 STAINLESS ' ~ d Op 4` PLUG ' STEEL LIFTING CABLE . TRASH BASKET 10. All piping within and between the wet well and valve vault shall be Class 53 ductile iron pipe with °a a a a ~ ~ v a flanged ends. All fittings within the wet well and valve vault shall be rated at a minimum of 250 PSI U U v ~ a v v1 0
CD VALVE (PROVIDE SUFFlCIENT GUIDE RAILS ~ CABLE TO THREAD working pressure with flanged ends.
z ONTO NOIST FOR ~ PUMP REMOVAL, 11. No. 57 stone bedding shall be provided under the wet well and valve vault. Bedding under the wet well
0 ~ MIN. LENGTH = 3D'-0') ' shall be a minimum of 12" thick and shall extend beyond the slab edges a minimum of 12". Bedding
Z z DRAIN PIPE SHALL SLOPE TO d U ~ N0. 57 STONE BEDDING WET WELL AT 1/2" PER FOOT MIN. i , DIA., 'd under the valve vault shall be a minimum of 8" thick and shall extend beyond the slab edges a minimum Z
/ m PRECAST CONCRETE WET WELL (ASTM C478) ~ DESIGNED FOR AASHTO H-20 HIGHWAY LOADING of 8". All dewaterinq and stone required shall be included In the respective price for the structure. ~ 0
3 rd U ' 12. Access doors shall be aluminum and shall be designed to withstand H-20 highway loading. Doors shall Q include spring assist and shall be padlockable with a recessed padlock box. All hinges and fasteners Z U
/ d a , shall be stainless steel. _
E Q ~
a PUMP POWER AND CONTROL CABLES TRASH FLEXIBLE PIPE TO MANHOLE CaJNECTOR SLEEVE V1 BASKET d (TYPICAL) 13. Access doors to the wet well shall be sized and located to allow removal and replacement of the pumps ~ O and trash basket and to allow access to the float switch hanger. Door sizes shown are minimum Z
acceptable sizes. If larger doors and/or additional doors are required, they shall be provided and ~ W fn
~ OO " 00 I installed at no additional cost to the OWNER. J U I-
U ~ , OO , ~ 10 DIP Q ~ Z 14. Access doors to the valve vault shall be sized and located to allow removal and replacement of all W ~ uJ
N 1 STAINLESS STEEL OO , I INFLUENT I 0 d GUIDE RAILS OO , ~ INFLUENT PIPE INVERT = 33.44 valves and fittings within the vault. Door sizes shown are minimum acceptable sizes. If larger doors 0 ~ and/or additional doors are required, they shall be provided and installed at no additional cost to the ~ W
U (2 PER PUMP} OO OWNER, Z
OO - HIGH WATER ALARM - 32.90 O 00 , 0 ~ -~o- 15. The wet well top shall be equipped with two (2) hoist sockets for the portable hoist. These sockets ~ W
~ SEAL WET WELL JOINTS WITH OO ' LAG PUMP ON = 32.30 shall be located to facilitate um and trash basket removal and re lacement. U ~ U P P P ~
`t PREFORMED BUM RUBBER a ~ JOINT SEALANT MEETING THE . a rl W 16. Float switch cables shall be of sufficient length to allow lowering of each float to within two (2) feet ~ W
~ REQUIREMENTS ~ ASTM C990 (0 ~ LEAD PUMP ON = 31.70 ~ rc ~ fA - ~ of the wet well invert. Excess cable length (when floats are set at elevations shown) shall be coiled
O _ and suspended from the float switch hanger. Z } ~ Q
I N 'd rn s ' o ~ w U 17. The pumps shall be submersible sewage type in accordance with Section 11310 of the SPECIFICATIONS U Q
01 FLOAT ~ ~ a o o SWITCHES . PUMPS OFF = 31.00 0 8' MIN. and shall be identical. The pumps shall meet the following requirements. ~ W (L
/ r~ `v d O ~ • Z ~
J ~ M ° PUMP ~ O Parameter and No. 2 Z Q } Z
O AND • ~ , ' MOTOR • z ~ ~ Primary Design Capacity 80 GPM ~ I Q
00 ~ ~ 0 DI HARGE ,
/ 1'-2` MIN. ' ELBOW CONCRETE ASSEMBLY b FLLET d ~ ~ , Prim r esi n Total D amic Head 24.0 F et I' ~ ~ 0 ayD g yn e Q
O N O 1'-O` MIN. r 1 . . N ' ~ I- 0 Z Secondary Design Capacity 180 GPM ~ Z Q
N ~ ~
~ Oj • . . WET WELL INVERT = 28.00 00 ~ a • d Secondary Design Total Dynamic Head (maximum) 18.5 Feet ~ ~ f" ~ ~Uo~
Pump Discharge Size 4 Inches ~ p., Q C~ ~ ~
~ L dr • d • t. ~ ~ Maximum Pum Rotative S eed 1200 RPM F- P P
a ~ Z Z
XI'' ~ Z Motor Size (motor must be nonoverloading 2 HP f~S~C/ a ~ , D o
throu hout entire s ecified ran a r ~ ~i . ~ U
0 N m I Q°p0R v~4~`•• _ w
~5~ v Z Maximum Motor Size 3 HP~ .y
J g NO. 57 STONE BEDDING 0 Electrical Voltage 230 VAC U ~r ifi
SECTION VIEW Electrical Phase 30 j+ 0
v (D N.T.S.
o >-.0 L v 0 W. 4al."k Electrical Frequency 60 Hertz l
oJFL SHEET 98 OF 115

20050923 SD033520 R
OF CONDUCTORS NUMBER OF CONDUCTORS SIZE OF
CONDUIT SIZE OF SIZE OF CONDUCTOR: NUMBER CONDUIT PHASE NEUTRAI GROUNDING FROM TO REMARKS
SE NEUTRAL PHASE NEUTRAL CONDUCTOR
1 2" 3/0 1 /0 0 1/0 3 1 Electric Utility Point of Delivery Main Service Circuit Breaker MCB 1 Service Entrance
2 3/4" - ~!6 Main Service Circuit Breaker MCB 1 3/4"0 X 10~-0" Copperclad Ground Rod System Grounding
3 2" 3/0 1/0 0 1/0 3 1 Main Service Circuit Breaker MCB 1 Main Service Circuit Breaker MCB 2 Power Feed From Service Pole to Inside Fence
4 3/4" - ~!6 Main Service Circuit Breaker MCB 2 3/4"0 x 10'-0" Copperclad Ground Rod System Grounding
5 2" 3/0 1/0 D 1/0 3 1 ~6 Main Service Circuit Breaker MCB 2 Double Throw Manual Transfer Switch MTS Normal Electric Power Feeder
6 2" 3/0 1/D ~ 2" By Pump 0 1/D 3 1 ~6 Double Throw Manual Transfer Switch MTS Control Panel CP ~ z imp O
Manufacturer :tuner 1 Cable Control Panel CP Pump No. 1 Motor Power Cable (Terminate Conduit Inside Wet Well) u? 5
B 2" By Pump Manufacturer imp 1 Cable Control Panel CP Pump No. 1 Motor (High Temp and Seal Failure) Control Cable (Terminate Caiduit Inside Wet Well) ~ :tuner
9 2" By Pump imp 1 Cable Control Panel CP Pump No. 2 Motor Power Cable (Terminate Conduit Inside Wet Well)
Manufacturer :tuner imp 1 Cable Control Panel CP Pump No. 2 Motor (High Temp and Seal Failure) Control Cable (Terminate Conduit Inside Wet Well)
10 2" By Pump Manufacturer ;tuner z
11 1/2° #12 X12 2 X12 2 1 X12 Control Panel CP Pump Station Alarm Light and Horn a
12 2" By Flaot switch a
Manufacturer :tu lah 4 Cables Control Panel CP Float Switches (4 each) Terminate Conduit Inside Wet Well N W °
13 1/2" X12 X12 2 X12 1 1 #12 Control Panel CP Autodialer Power Supply
14 1/2" ~22C 9 Cond able ~ 1 Cable Control Panel CP Alarm Dialer Telemetry Signals (Belden 9423 or equal) ~ Cable a
15 1/2" #12 X12 ? X12 1 1 #12 Control Panel CP Electrical Hut Receptacles °
16 1/2" #12 X12 2 X12 1 1 #12 Control Panel CP Electrical Hut Area Light d z
17 1/2" #12 #12 2 #12 1 1 #12 Control Panel CP Reduced Pressure Backflow Device Enclosure Terminate With NEMA 5-20R Duplex Receptacle
. ~ U
Z~
~oj
20050923 SD033500 R w ~ y F) I~ I~ W ~ U UN~NMm
W t~i~~V~~ W ~ o=XZ~~
I- U mQv
~ ZaOacv m aWaDL~~
U ~ ma
N ~ ~~m ~
2 PUMP NO, 1 10
HP ~ a
Q •
0 . ~
~ ~
m Q
L~ w
V ~o N
a, V y N N r LL ~ ~ ~ N ~
LL(A NhN ~ QCN r
2 PUMP NO. 2 F'~ ~ZN N
HP ~L~ N.. .Ni Oo0'>cv
az ~o~- ~°a.~c E ON ~ O-N
DOUBLE THROW d U~ LLd~ _ u.
MANUAL TRANSFER
SWITCH 0
This schedule does not include all r not include all conduit and wire on this PROJECT. Conduit and wire not shown on this Special cabling may be required for some equipment. If so, the special cable shall be provided by the equipment
schedule shall be sized and installer zed and installed in accordance with the National Electrical Cade and all local codes. supplier and installed by the CONTRACTOR. Scheduled wire may be deleted where special cabling is provided.
CONTROL MTS PANEL R ALARM LIGHT AND HORN ao
CP M a O V
of 3 \
rn ND IT AND WIRE H ~ D ED LE ~ p U
-30 200 AMP ~j MAIN SERVICE O I ~ J W S 3
O CIRCUIT BREAKER NO. 2 5 I 7 ~ 7 r
~ AT ELECTRICAL HUT T m o ELEC RICAL CONSTRUCTION NOTES o } }
'o ~ C m a] m
a MCB a ~ FLOAT SWITCHES 1. The electrical Ions are intent 2 P Ions are intended to rovide information for installation of a cam lete 17. z U ~ ~ m w p p p The portable power generator shall be connected to the manual transfer swatch prior to startup to ~ ~ ~ ~
c and fully operational electrical ational electrical system. Provide all materials, labor, equipment, tools, ensure proper rotation. The portable generator shall be available at system startup to ensure proper ~ o a ~ ~
0 4 devices, etc. and perform all end perform all required work and services necessary for and incidental operation of pump station using backup electrical power. See section 16621 of SPECIFICATIONS o z ~ ~ ~ a
U r~ ~ to a complete installation as :installation as shown on the PLANS and/or called for in the which pertains to the portable standby power generation system. ~ a m N ~ a a
.`N ~ " SPECIFICATIONS in complete a m 3/4"0 X 10 -0 Sin complete accord with the CONTRACT DOCUMENTS. w I ~ cs rn 18. Pump motor starters shall be full voltage, non-reversing, NEMA Size 0, magnetic I o a O` o
~ COPPERCLAD GROUND ROD luired planning, coordinating, and sequencing of installation of electrical motor starters installed within the control panel enclosure. Each starter shall be ~ a ~ n
U x x x x x 2. Provide all required planning, x ~ materials, equipment, devices, ao I ° ~ ~ ipment, devices, services, etc. with pump station components and equipped with three (3) independent sets of normally open auxiliary contacts and j o ~ rn ~ ~
0 200 AMP other trades. z c I o phase monitor. 3 U J U r~ o
Z MAIN SERVICE ~ ~ MCB CIRCUIT BREAKER N0. 1 3. All work shall cam I with all O N
~ 1 OUTSIDE FENCE p y ~ ~ and ordinances. cam I with all Federal, state, and local codes, laws, rules, re ulations, 19, A hose monitor rela shall be rovided with each three 3 hose motor starter to W ~ U N PY 9 P Y P P o: ~ a z rn o s. monitor the line side voltage and prevent starter operation in the event of phase loss, ~ Z z ~ ~ ~ ~ ~
0 2 AUTO AUTODIALER phase reversal, phase imbalance, or undervoltage. Phase monitor relays shall have w w ~ ~ O m
~ DIALER 4. Box, crate, or otherwise comi otherwise completely protect all materials and equipment during adjustable time delays (2 to 300 seconds) to delay motor starting after proper voltage ~ ~ ~ ~ 0 O ? ~ 0
a ~ 1 shipment, handling, and stars ~ Z 2 V! U dling, and storage. Store all materials and equipment indoors above restoration. Phase monitor relays shall be SymCom Motorsaver Model 102 with w o O ~ f„ cs a O
ground. Protect from exposu a act from exposure to the elements and keep all items thoroughly dry at variable restart delay option, or equal. Restart delay times shall be set as follows or ~ o a ~ v z
I CTRIC 5E VICE all times. as directed b the ENGINEER. a 3 ~ ~ Y °a °a a° a ~ ~ v a
~ 3 4"0 X 10'-0" TO ELE R ~ / POINT OF DELIVERY O COPPERCLAD GROUND ROD 5. All wiring shall be run in cant U U U~ D_ O V) O I be run in conduit. Conduit and wire shall be sized as shown in the Delay Time After Power
f1 Conduit and Wire Schedule an Dire Schedule and/or in accordance with the National Electric Code and Motor Restoration (seconds)-
~ 120/240 VAC all local codes.
O 3~, 4 1MRE Z ELECTRIC SERVICE Pump No, 1 30 Q
j 6. Circuit breakers shall be rate •s shall be rated for 20 amperes unless shown otherwise. Z J
rn 3 7. All branch circuit and control Pump No. 2 90 ~ :uit and control circuit wire shall be No. 12 minimum except as shown Q
v otherwise. 20. Grounding shall be provided in full compliance with the National Electrical Code and Z U
a E all local codes. Q =
- 8. The CONTRACTOR shall be res fOR shall be responsible for routing all conduits unless shown ~ ~
N otherwise on the PLANS. Cor N the PLANS. Conduits shall be routed in accordance with the PLANS, 21. Special cabling may be required for some equipment. If so, the special cable shall W Z
T SPECIFICATIONS, and as direct S, and as directed by the ENGINEER, be provided by the equipment supplier and installed by the CONTRACTOR. ~ ~ ~ U f-
U 9. Conduit shall be rigid metal c Q ~ Z be rigid metal or rigid PVC except that conduit exposed to mechanical 22. The Control Panel CP enclosure shall be NEMA 4 and shall include a sight window in I-- O W
~ injury and in all exposed oute all exposed outdoor locations shall be rigid metal. the door, placed and sized properly to allow unobstructed viewing of elapsed time W LL
0 U meters and control power light, when door is in its closed position. Z ~ ~jJ
10, Conduit ends at the wet well at the wet well and control panel shall be sealed gas-tight with anon- Q
O hardening electrical putty. ;trical utt . 23. Provide a se orate circuit breaker in the Control Panel enclosure for each of the - ~ ~ P Y P ~ W following: Pump No. 1 motor starter (20 Amp); Pump No. 2 motor starter (20 Am U ~ V
~ 11. Spare wires shall be neatly bi P ~ loll be neatly bundled, coiled, taped, and secured inside the box or Alarm light and horn; Float switch circuit transformer, Alarm dialer; Electrical but ~ W
co enclosure where they terminal re the terminate. rece tacles GFCI • Electrical but area li ht• RPZ enclosure rece tacle GFCI • and I- W Y P ( 9 ~ P ( (f} -
O Control panel condensation heater. ~ z } ~ p
I 12. The electrical service shall be rn service shall be coordinated by the CONTRACTOR with the electric Q ~ W
p~ utility company and the ENGIP ~ ~ company requirements, the Ni n the ENGINEER. The service entrance shall meet all utilit 4. U V y a d y 2 The station alarm I:ght and horn shall be mounted remote from the control panel as Q irements, the National Electric Code, and all local codes. shown on the electrical but detail. ~ f- W LL
/ ~ O
~ 13. The CONTRACTOR shall providr Z ~ Q fOR shall provide and install an electrical meter base and/or C.T. 25. Provide labeled terminal blocks for connection of all wiring with individual terminals ~ Z Q
I r ~ cabinets os required by the e wired b the electric utilit cam an . Meter base shall be aluminum. for each wire. Z q Y Y P Y Z~~
~ a Q ~ Q
p 14, Provide and install a 200 Aml / ~ Q, 3R enclosure in accordance w istall a 200 Amp, 240 volt, 3 phase, 4 wire circuit breaker panel in NEMA 26. All wiring to be separate color coded and labeled. ~ ~ Q in accordance with the requirements of the utility company, outside Q Z
O ~ O fence. F- 0 ~
~ N Z Q ~ ~
x d- ~ 15, The main service circuit breaN 'ice circuit breaker inside the fence shall be a 3 pole, 200 Amp, 240 volt, ~ti11~~~~~1~~~ : ~~~~~~~~~i ~ ~ ~ Q1
00 O ~ 3 phase 4 wire disconnect in 'e disconnect in NEMA 3R enclosure.
~ U ~ 0 16. The double throw manual trot row manual transfer switch shall have a minimum ratin of 3 ale 200 Am s 240 ~ Q;'0~ ; OFi
rn ~ volts, 3 phase, 4 wire, 60 He 4 wire 60 Hertz in NEMA 4X enclosure for normal and emer enc = ~ _ ~ ~ z Z = _ j'f 9 : Z Z . ~ 9 Y SEAL : ~ - ~ SEAL ~ ~ = ~
x ~ T sources. The transfer switch transfer switch shall be a ui eel with a solid neutral late. See section 16621 _ - ~ 0 q PP P 1972 - 28431
. , , , , _ _ _ , ; , _ r ~ U
O N or tiflt- VIGAIIUNS Tor InTormc urv5 Tor information pertaining to the receptacle ana lugs Tor the manual transfer swltcn.
G J' , NGINE~" W
Mc
//111111111111/1111 l l 111111\ U
E
* 3 0 >NO
DIAGRAM POWER AND CONTROL SCHEMATIC ONE LINE ~J~ ELECTRICAL CONSTRUCTION NOTES L SHEET 99 OF 115

20050922 SD033420 ~ 20050922 SD033411 20050922 SD033415 CAP
REACH VARIES ~:=:Y--'~ o y r ~~_4" ~ SEE DETAIL A TOP LADDER RUNG
(24° - 36") ~ INFLUENT PIPE 3/8"0 ANCHOR BOLTS z° MIN. ~ a STAINLESS STEEL ~ 3/8"0 ANCHOR BOLTS STAINLESS STEEL
INFLUENT PIPE ~ STAINLESS , ,
STEEL CHAIN 4;f".~f.y
" 2 1/4 ~ STAINLESS ~ ~ rn 3" LADDER RUNG rn ~ „ ~
STEEL CABLE O O O O STANDOFF " " ,
, , 3/8"0 STAINLESS
STEEL U-BOLT
~ ~--1'_6" STOP 0 ' ' 0 , , , , , ,
~ WINCH GUIDERAIL -PLAN VIEW , , N , z
ASSEMBLY o , BASKET -PLAN VIEW LADDER RAIL N , ,
0 5 w
SAFETY HOOK PLAN VIEW „
„ ~ _ = ~ „
0 o X ~ „ „ X ' '
Q m a i ~ ~ Q i i Z ~ ~ ~ F
STATIC LOOP o 2" SQUARE STAINLESS STEEL a
0000 ~ ° ALUMINUM TUBE CLAMP ~ ' ' W ~ 1/2" X 2 3/4" ALUMINUM RAILS , , iA ' ' ~
0000 , , , ,
a ~UU ~ ~~0 ~ o STAINLESS STEEL > w w a;; DETAIL A „ ~
TUBE DAVIT ~ ~ Q Q b - ~ F V x 0 „
LADDER SAFETY EXTENSION STAINLESS STEEL
WNM N ~ __OC700-- ° I- I- ~ °w SEE CLAMP o ~ DETAIL B Z
~aa 0000 ~ 7 a
~rnd~ 0000 ~ ° JAM 0000 - ~ WALL MOUNTED STANDOFF
STAINLESS STEEL o - a N o e 3/8" X 2 1/2" FLAT BAR "T" SHAPED SLOT Q "
TUBE MAST ~ ~ t/2 0 MOUNTING HOLE U = m
o ~ ~ - Z o~ U
1'-8" - w Z ~ J w ~ ~ ~ a°~i m~ ~ w~ J i i ~ ~ U~~NmM..
a , , ~ LL ~ r n O ~ ~ W J ~ ~ XZrn~
BASKET -FRONT VIEW _ ~ n i i 1~" =~m 01 z 1 5/8 ~ ALUMINUM v Q
(~7 ~ ' z 1 3/6"0 SUP RESISTANT ~ SAFETY POST Q ' z ~ ~ n° "c ai
RIBBED RUNGS x _O___4~_____;a__Q_ ~ w a ~ o ~ W U ~ mo o~~.
PORTABLE HOIST MouNnNG ~i i~ ~ c ~dlW --r~-----~y-- _ O C f
BAIL HOLES 2"0 HOLES ON 3" CENTERS Z V 'i i' V ~ f0
~ 'a ci ~ ,
x-10" ~ INFLUENT PIPE o , Q . O ~
THE PORTABLE HOIST SHALL HAVE A LIFTING CAPACITY 0 0 RATING OF NOT LESS THAN 1000 POUNDS. THE HOIST 0 N N M , , ,
AND FLOOR SOCKET SHALL BE OF ALL TYPE 304 r i STAINLESS STEEL PIN ~ IN LOCKED POSITION ~
" STAINLESS STEEL CONSTRUCnON. THE DAVIT ARM REACH O O ~ „ ' 0 0 3 1/2 ~ SCHEDULE 40 Q c
STAINLESS STEEL PIPE SHALL BE ADJUSTABLE IN 1" INCREMENTS FROM 24" TO 0 0 ~ 0 36 . THE HOIST SHALL PROVIDE A VARIABLE NET LIFIING 0 0 LADDER SHALL BE ALL WELDED ALUMINUM ~ CONSTRUCTION IN COMPLIANCE WITH OSHA SAFETY POST SHOWN D W
HEIGHT OF 49" AT 24" REACH TO 34" AT 36" REACH. ' REQUIREMENTS. IN EXTENDED POSITION CV ~ o
3/4"0 MOUNTING HOLES THE WINCH SHALL BE A MARINE GRADE MANUALLY O O ~ -J STOP ~ OPERATED BRAKE WINCH WITH 30 FEET OF 1/4"~ 0 0 _ C U y NNf~ , lL ~~N
TYPE 304 STAINLESS STEEL CABLE WITH GALVANIZED 0 0 ~ o 0 LLlA Nr~ " Oc`y n
STEEL SAFETY HOOK. - 00 ~ - o " STAINLESS STEEL PIN DETAIL B ~ 3 z ~ N_
K ~ ~ N ~ Oo0>cai
m R m a~za EL,£ 0 0 ON amcNi!
a0 ~ 3/8" THIGK ~ 1'-10 5/8" STAINLESS STEEL PLATE 8" U~ mLL t ~
BASKET -SIDE VIEW GUIDERAIL -FRONT VIEW SIDE VIEW FRONT VIEW
FLOOR SOCKET FRONT VIEW
M a
n ~ ~ ~
KET R AB RA A LAD ER LAD F A E TEN I ~ ~ U
3 v ~ ~ 3
N 1 r c
O I a
a .o o ~ } ~ i~ N m m m
a 2'-0" lz~ 0 0 WoW m wo
D I U ~ F >
c 0 ~ u a ~ ~ o z ~ o ~ a
5 SPACES AT 4" = 1'-B" ? z a ~ o a
W I a ~ o ~
a a ° ~
0 U ao I ~ ~ .t io ~ ~
0 1/4" THICK FLAT BAR 3 U J U M O
Z O N' } ti.l W W I
C ~ ~ ~ U ~ O a Z W I O W p
0 N 0 U z ~ ~ ~ ~ W W W W W 0 m
0 N \ J I~. Z ~ ~ L-i ~ O O I O
Q ~ o z z a o' ~ o ~ ~ ~
~ v a ~ w z '
7 o a ~ ~ ~ a °a °a a ~ v a
I ~ ~ U U U~ a p (!J o'
O \
d 1/4"0 ROUND BAR 9/16"0 HOLE M I
0 a
U ALL MATERIAL SHALL BE TYPE 304 STAINLESS STEEL z J
rn 0
3 a Q Z ~
a Q =
~ o
N ABLE HAN ER W ~ z
~U~-
U ~ Z
N w Q W p ~
0 Z ojS W
U 0 ~
O - ~ 0 - ~w ~ ~ U
r d~ ~ ~
I ~ W W ~ ~
~ 4" COMPOUND GAUGE cn ~ - ~ z } ~ Q
o (SEE SPECIFlCAnONS) I ~ W U
rn rn U ~
rn r. F' W
v E •zcn0 0
-I a Z Q ~ Z
~ 1/2" BRASS BALL VALVE z ~ o Q
v O ~`~~0
c 1/2" BRASS NIPPLE a Z ~ I- 0
a~ cD i o ~ Z Q o_ N
x o d' N
ao U ~ SS00/ ~'i% A ~ U ~
~ DUCTILE IRON DISCHARGE PIPE
~ L rn ~ - U: V t~=Z' - 9' Z Z
I o x~~ SEAL : ~ _ SEAL r: = ~
x = 1972 = = 28431 = Q ~
00- C- 11 z \1 -Z, v o z
s GINC w No%
3 'L- LL-
/fill ILL W. M 0~
6 -o C +f a3o
o5o PRESSURE GAUGE ~Jfl.
SHEET 101 OF 115

NOTE:
CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE EXIST iN OF THE EXISTING 6" WATER
LINES TO ENSURE THAT WATER AND SEWER SEPARATION REQUI HONORED. PAYMENT FOR FIELD VERIFICATION SHALL BE INCLU PARATION REQUIREMENTS ARE SHALL BE INCLUDED IN THE
PRICE OF THE WORK. IF MINIMUM 10' HORIZONTAL SEPARATIOP TAL SEPARATION CANNOT BE
MAINTAINED, THEN FORCE MAIN SHALL BE INSTALLED SUCH TH. ALLED SUCH THAT TOP OF
PROPOSED FORCE MAIN IS 18" BELOW 80TTOM OF WATER LINE. 1 EA COMBINATION AIR/VACUUM RELEASE LINE.
VALVE ASSEMBLY MANHOLE
25' RADIUS
HARGETT STREET FR°L, EXISII"° WATER SUPPLY WELL
EXISTING DITCH BANKS
MATCH LINE -STA. 5+00 r
PROPOSED PROPOSED a
4" DIP, CLASS 51, 4" DIP, CLASS 51, SEWER FORCE M IN I I I I , SEWER FORCE MAIN 3' MIN OFF SANITARY SEWER I I EXISTING EXISTING ~ ~ OF BLUE LINE STREAM
R i II WELL
PROPOSED I I o W~ PUMP STATION N0. 7 PROPOSED PROPOSED II I I I I HILL STREET
TOP OF VALVE VAULT = 47.25 2 EA 4" 90' BEND, DI, 1DO' RADIUS 8 DIP I I R/W ~ I I 30' NEUSE RIVER
MJ WITH GRIP RINGS FROM EXIS7ING SANITARY SEWER P/P I I I ~ a PROPOSED WATER SUPPLY WELL EXISTING W/A{? I I I ~ I I Imo---RIPARIAN BUFFER I I I ZONE 1
MH N0. 701 LUMP SUM PROPOSED s" WATER UNE I I I ~ 30' NEUSE RI' 30' NEUSE RIVER ~ i i 20' NEUSE RIVER ~ I I PROPOSED
SITE PIPING 4" PVC, SDR 21, 200 PSI SEWER FORCE MAIN + I I d RIPARIAN BUFi 3' MIN. OFF SANITARY SEWER 47.os ZONE 1 RIPARIAN BUFFER I _ ;.I Imo..--- RIPARIAN BUFFER I I ; I ZONE 1 I I I ZONE 2 I I I I I ExISnNG 4" PVC, SDR 21, 200 PSI SEWER FORCE MAIN
DIP I I a I .N ~ 0 1 I I I I I s° WATER UNE 3' MIN OFF SANITARY SEWER
PROPOSED III ' I EXISTING + I i ~ I 1 I I PROPOSED PROPOSED ~ 4fi.64 I MH N0. 716
PROPOSED PVC 50' R/W 8" DIP VC DIP I III s' WATER LINE UNIT SANITARY SEWER PROPOSED ~ I 13 10" DIP SANITARY SEWER PRICE 1 EA 4 90' BEND, DI I I I I ~ ~ .31 R/w I I I I R/W 8" PVC COMPOSITE 46 ~ ~ I I SANITARY SEWER
+47.45 34+ I EXISTING 1- R/Ul EXISRN 420 ~ ~ 24" RC IP VC ~ EXISTING l I ~ 30' R/W
- - _ - RAN I RAN 15" ,RCP RW ro u ` a ~ 1 ~-~-j1-~ P W/M 6" WATER LINE ~ I I O I ~ J ~ +
SA SA o SA SA SA~~~SA S F _ a= ui _ ~i w - I I q,- L ,1,~ o _ /yy
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - EXISTING q EXIS7ING II SA - - _ IP' --7-W---~--W------W -----W---- --W-- - - a
PROPOSED BROWN AVENUE NCSR 1257 6' WATER LINE _ 6" E _ 8" PVC COMPOSITE - - - - -
SANITARY SEWER 10' MIN.
-----EXISTINGI o , 42.7 ~~yy- 51'8;; - - - _ _ HAR ETT S_TRE EXISTING _ I I W~ i-- 445.4 --W-,-----W' - =:.w}E~~TING- - -gr -----W--- - - - - - - _ z
•---M------M--- --M--~S~~'?-~-1-~----M---- -M-- ~ ~ ---M ----M-- -_~M PROPOSED PROPOSED , _ _ _ _ _ _ 44,)2J I 44.90 - - - - - - - - - _ B" DIP I I I N I TING - - - -~5'f5~_ ~_',.T15 RAP ~ - - - - -w - 45.3T#~W -_325 W - -#4. I I I 1/ 15"RCP I TEL~^ h 45.29 I R/W Q R/W _
MH N0. 702 TEL EXISTING EXISTING W~L1 EXISTING TEL R7W SANITARY SEWER R/W ~ W/tiiD fi" WATER LINE ABANDONED WATER VALVES 6 WATER LINE SEWER I I I I ~ 130' NEUSE RIVER PROPOSED P/ TEL I;"1~,1 W/M B PIP ~ 1 I I,... ~ RIPARIAN BUFFER MH N0. 714 I I W~ a
20' ASPHALT P~ PROPOSED 4).61 RIPAR AN BUI 30' NEUSE RIVER I 1 ZONE 1 EXISTING ~
MH N0. 713 47.77 ZONE t RIPARIAN BUFFER ~ I ~ ~ CONCRETE DRIVE ZONE i I I I I PROPOSED 16' ASPHALT
48.17 47.52 ~ 1 ' i I MH N0. 715
20' NEUSE RIVER RIPARIAN BUFFER - 20' NEUSE RIVER I~~ I RIPARIAN BUFFER I I I 46,46
ZDNE 2 ZONE 2 100' RADIUS 46.46 FROM EXISTING
EXISTING WAIER SUPPLY WELL DITCH BANKS 47.15
- -i
- NOTE:
DUE TO THE INABILITY TO MEET THE MINIMUM HORIZONTAL
SEPARATION FROM THE EXISTING WATER SUPPLY WELL, THE FORCE MAIN MUST BE CONSTRUCTED OF DUCTILE IRON PIPE IE 'E
WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS. IDARDS.
THE FORCE MAIN SHALL UNDERGO HYDROSTATIC TESTING IN ACCORDANCE WITH SECTION 02733 OF SPECIFICATIONS. IN
~ { i ~ i ~ I i
I -f I ~ ! I
I 58_ _ _ _ _ _ - _ _ _ _ ___l___ _ _ _ _...__1___ _ _ _ _ ~ ~ _ 58..._.._ { ~ -
I .._.L___~.._ _ - _ _
PR PO fD I 56 ~U1~ DN_ . 0. - - - - - - - - I i S6 ---.---4-.. _ ~ _ -
TO OF VA VE VAU T 4 .25 I I ' 1i
Ff~t~ t3fS R GE _ -43 - - - - - - - - - - - - ~ F
54 ' I E 54 I i ` - - - - - - - - - - - -
I
- - - - - I _ ~ _.._.._W _ _ ~ . _ _ 52._--
52 POP SE ~ I _ . _ _ _ _ _ .w _ . - - _ _ _ 1 EA CO BIN TIO A R~ CUM I ~ ~
3 _ R LE SE VAL_..E SS M8L M NH lE - ~ A AL - - - - ~ - ~ - - - - - - I_.. ~ _ - - I - ~ - - - - - - r
50 i ~ f ~ E I 50
I I ! I Q O EXI 11NG I i EXI TING I i OF- SPH Lfi_ _
~ :I' - _ . _ A _ _ _ _ _ _ R . ~ _ . 7°P. pF_. SPM 7 _ _ . _ _ _ _ ( ~ Q I NA RAL GR ND I i I EXI TING i ~ ' I TOP OF SPH LT I _ ~ ~ _ - .__-48
~ 48~ _ ~ _ _ _ _ _ _ _ _ - . . _ - -E~ - - - - - - _ _ _ 1 f I 1n NA RAL GR ND - _ _ _ _f__..-_ . __L___.. _..-----j-._-_ _ - . _ - _
- - - -
~ - I i d _ 46 - - - - - - _ - _ - _ _ _ _ _ - - - ~ - - - - _ - 46-_
I ~
~ - - - - - - - EXI . NG - - - - _ - - - - - - - 1 6 ATE UN ~rr.r. I_. ~ I If F r
U _ r. _ - _ 44 - IN.. I EXI 11NG ~ I ~ _ _ . _ _ _ _ _ _ -h - _ _ _ _ _ _7 T ~ _ _.....__44___._ i I 24 RCP I 6 IN
N- VC DI ~8. -fdlN _ I 42 _ - - _ _...Ir-- T i I ~ i - ~ . _ I -RV~-._ _ _ ~ _ - _ _ _ _ _ _ _ . _42 _
N _ O 2' MIN
_ _ _P OP SED _ d 2 A " 0' EN ,DIM WI IP INS
i 40 I 40
0 ~ I i
U - - - - - - - - - - - TAN ITIO ~ I I
~ 38 IP PV . _ _ ~ QE TH _ - . _ _ PR PO ED ~6~~ 1 4'9'BND,DI ~ I _ _ ~ _ _ ___38.___. I I
~ _ ~l ._P.~1 _ P_Sl _ _ _ _ _ _ _ - _ _ _ - - - - - _ - - - - - - ~..--T A1V ITI9 - ~ POP SED T 3 DE TH
~ _ S WE FO CE MAI ~ I a 36 POP SE - _ _ _ ~ ~ _ _ _ _ - _ a _ , .____~s...__ ~P OP
~ ~ 4' DI ,CAS 51, ~ - I I ~ I 4' DI ,CAS 51 i ~ ~ i ~ S ER FO CE ~MAI .1_..._ -___-.___I-.__ _ _ _ . _
LU P U _IT .._S WE _1- QC .~1 N._. N ~SU P ICE _ - - _ - - I S WE F RCE MAN I i ~ ~ ~ ~ 34
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~ U ~ L
v g REVISIONS CAD FILE DIRECTORY: W: \d8xx_gen\d84x_eng\d847_Id\1999-0368 !n
I ~~uutlul~~ III III
v ~ .~~~\`aSS~C/„~~/i, .~c OARn~~~ N°. DATE DESCRIPTION ~ n~~na~iin ~~na~iin a~~nriArFS iNr. FORCE MAIN PS7-FM-A-1 CAD DWG FILE NAME: CNO1-P1O2-Force Main PS7-FM-A-1 ~
66 M S / I CAD PLOT FILE NAME: Layoutl.plt U-
C) 0 INC Engineers ;ivy :3 Engineers Planners Land Surveyors CONTRACT NO. 1 - SANITARY SEWER & FORCE MAIN 0
-j SEAL EAL MAP FILE REFERENCE: C-991 Orange CSI
1972 28431 CORPORATE OFFICE 1999 SANITARY SEWER IMPROVEMENTS o E_ BRANCH OFFICE PROJECT NO.: 1-99-0368-4701 SURVEYED BY: FEB
3714 North Main Street C 4~ x\ j Al :t 109 East Walnut Street
IP P. 0. Drawer 49 3: 0 00 P. 0. Box 1776 TOWN OF COVE CITY DRAWING NO.: 102 COMPUTED 8Y: JWM w W Goldsboro, NC 27533
mc,4~~ Farmville, NG 27828 L CE - Telephone: [phone] E-L Facsimile: [phone] SCALE: H- 1"=40' V- 1"=4' DRAWN BY: OCA/MW/CTC W 139 Telephone: [phone] CRAVEN COUNTY NORTH CAROLINA =
!20 Facsimile: [phone] DATE: OCTOBER 12, 2004 APPROVED BY. JWM (n

30' NEUSE RIVER ~
RIPARIAN BUFFER EXISTING ZONE i , ~ OF BLUE LINE STREAM
I ~ /
20' NEUSE RIVER I I1 DTICHNBANKS NORTH MAIN STREET
RIPARIAN BUFFER I I ZONE 2 I/ , NCSR 1256
I 1 1 I I~ I
1 , I , II I ~~i I 30' NEUSE RIVER EXISTING R/W I ~ I
I II I I RIPARZONE ~ FFER 6" WATER LINE I i
~ ' ' ` PROPOSED ~`f-"~-t-1s' aSPHALT
'A I PROPOSED 20 NEUSE RIVER I ' ' w ~ i 4" PVC SDR 21 200 PSI SEWER FORCE MAIN RIPARIAN BUFFER 4" PVC, SDR 21, 200 PSI SEWER FORCE M IN I , , I I P~ I ~ zoNE 2 INSTALLED ALONG CENTER OF STREET ~ ~ ~ I ~ r
~Q I INSTALLED ALONG CENTER OF STREET 10' MIN FROM EXISTING WATER LINES I F I w/M
~ ~ ~ , 10' MIN FROM EXISTING WATER LINES I ' 1 ' ~ R/w ~ I I ~ PROPOSED
1 , I' I I ~ ~ ~W~ \ , , I , R r I I MH N0. 404 _ r, ~ I I 16' ASPHALT 30 /W P/P ~ a RIM = 50.67
~ ~ ,,,~w\~. / , 10' MIN. EXISTNG covE clrr TELL wv , I INV OUT /SW = 38.60
~ T i ~ r I I 6' WATER LINE ~ I \ )
h~ 1 ~ ~ i ~ ~ I R/w - - _ _ wv I INV IN (NE) = 38.80 _ _ I Q o ~W\\ ~ , I I - -"--r-_~- w- ----w------w------w- I w~ a
~ w/M ~ ~ ----~v-__- -w _w----- -'I ~
W, r
46. ~2 ~ ~ ~ . - 111- - - - - - - - -W- - - - - - ~ ~ . - - r - , ` I~ '~I I I ~
- - w- r
.~•>1 EXISTING 24` RCP I R/w HARGETT STREET EXISTING CRAVEN COUNTY 1 i , I ~
~ I 1 D' MIN. s" wATER LINE ~ ~ I EXISTING ' ~ I ( i 6" WATER LINE
PROPOSED PROPOSED i ~ I 1 EA 4" PLUG I
1 EA 4" 11 1/4' BEND, PVC PROPOSED VALVE & BOX I I I N i
1 EA COMBINATION AIR/VACUUM RELEASE i I I I a
' VALVE ASSEMBLY MANHOLE so' R/W~" I I I ~ , R/w
i~ R/w , I '
NOTE:
CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE EXISTING 6" WATER LINES TO ENSURE THAT WATER AND SEWER SEPARATION REQUIREMENTS ARE
HONORED. PAYMENT FOR FIELD VERIFICATION SHALL BE INCLUDED IN THE
PRICE OF THE WORK, IF MINIMUM 10' HORIZONTAL SEPARATION CANNOT BE MAINTAINED. THEN FORCE MAIN SHALL BE INSTALLED SUCH THAT TOP OF FORCE MAIN IS 18" BELOW
BOTTOM OF WATER LINE.
I ~ I ~ i ~ _ - _ T. ` - _ _ _ . _
I 58 - - - - - - - - - - e 11 i it i I i i i iii i i i ~ ~I '
_ _ _PR PO ED I - - P P ED M N 4 4 - ___.f__. W.
56 I I - _ . _ _ _ - _ RI 50. Z--. i - C6 Bt ATi N• iR Ae Uhd - -
R LE SE VALE SS MB Y M NH LE ~ IN 0 T (W) - .6 ~ Iii, ~ i- I i~ .
54 I- ~ _ ~ - - _ f ~ I I 1 ~ i 1 14` ~ 50
- - - I ~
~52 _ ~ . _ _ _ _ _ _ _ ,-...~I, TING _
~ TOP OF SPH LT N i
N 50 _ ~ i EXI TING - - - - - - - - ~
Q - - - TOP OF SPH LT ~ ,i i + i i
~ 48 I- I - -
I _ - - 3.5 MIN " W TER NE _ -
i i Ili I~Ia F ~ 'i i' ~ ~ ~ ~ ,s
~ 46 - - - - - - ---3= IN - T - - - - ~ EXI TING
24" RCP ~ ...__L_._ _ _ I ~ li i ~ ~~y ~ I ~i ~ ~I~' ~ L1 ~I 1' I ~ I~
f 1 I
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a
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~ U ~ L v
~ ~ REVISIONS I \\i~~l111111111//// \`\1~II11111111 / ~ N0. DATE DESCRIPTION
X ~ SSOC/ iii ~ A ~i McDA _ McDAVID ASSOCIATES, INC. FoacE Uniu vs~-run-z - - - LL
M q ~ P.,1~,IIL q 111,. , /
CAD PLOT FILE NAME: Layoutt.plt Engineers Planners Land Surveyors CONTRACT NO. 1- SANITARY SEWER & FORCE MAIN 0
INC. En9h L MAP FILE REFERENCE: C-991 Orange co
3~F SEAL :o_ S L r_ 1999 SANITARY SEWER IMPROVEMENTS FEB °
1972 = 28431 - CORPORATE OFFICE 3714 North Main Street FE OFFICE BRANCH OFFICE PROJECT NO.: 1_99_0368_4701 SURVEYED BY Main Street 109 East Walnut Street
P. 0. Drawer 49 3wer49 P. 0. Box 1776 TOWN OF COVE CITY DRAWING NO.: 103 COMPUTED BY: JWM I- LU
3 0 9 F INE\ Farmville, NC 27828 JC 27828 Goldsboro, NC 27533 NORTH CAROLINA SCALE: H - 1"=40' V - 1"=4' DRAWN BY: DCA/MW/CTC
p ~///MVILLE' /~~1i H vv MG ~y Telephone:[phone] o a trnntN~~~ ntuiiN`~ Facsimile: [phone] 52) 753-2139 Telephone: [phone] CRAVEN COUNTY = i2) 753.7220 Facsimile: [phone] DATE: OCTOBER 12, 2004 APPROVED BY: JWM (n
mnmmnlll~

PROPOSED
6" DIP, CLASS 350, MJ WATER LINE WATER LINE PROPOSED
3 EA 6" GATE VALVE & BOX BOX TIE-IN TO EXISTING 6" WATER LINE SHALL
1 EA 6"x6" TEE, DI BE BY SINGLE UNIT TIE-IN ASSEMBLY AS
i EA FIRE HYDRANT, 4 1/2" 1/2" SHOWN IN CONSTRUCTION DETAILS.
PROPOSED PROPOSED
6" DIP, CLASS 350, MJ WATER LINE 5' FROM EDGE OF ASPHALT ROAD 6" DIP, CLASS 350, MJ WATER LINE 5' FROM EDGE OF ASPHALT ROAD
4' MIN. COVER OVER WATER LINE 4' MIN. COVER OVER WATER LINE
TEL P ~ , ~ ' -p. ~ ` -p1 P/P
~p~ ~ ~ ~ _ -Li'Si~ TEL i I TEL ~ Jy 0 0 P/P 100' ~ P/P 1 I I I
~ \ ( tlZ4~ 0 tlZ4~ I ~ 1 i
SIGNAL ~ l BDX ORTH CAROLINA RAILROAD COMPANY 200' R W I ° orl4~
END OF ASPHALT
PROPOSED 3 EA. 6" GATE VALVE & BOX ~ PROPOSED 2 I
1 EA. 6"x6" TEE DI 1 ` sICNAL MH N0. 110 O, 4 3
Box pOS1 ~ 1 EA. 6" 90' BEND, DI 1 ~ M~~E EXISTING I 8" WATER UNE
20 ' W -~-w - -W------°Y - w------w------ ir45. ~ w w--_ -w-- PROPOSED _ _ _ w _ _ _ w _ - w W W 44. w I CONTRACTOR SHALL FIELD VERIFY THE SIZE AND
RAILROAD STREET - - - - - - - - - - - PROPOSED --w------w------w--- p EXISTING MH N0. 109 --w------w------w------w------w------w-- - ~ - - - - - - - _ _ _ _ LOCATION OF THE EXISTING WATER LINE PRIOR TO w-
p 12` RCP 3 - - - - •w- - - - - -w- - - - - -w- _ _ - _ _w_ _ _ _ _ _W_ _ _ _ _ _ xlsnNC ~I _ - - ' j - ~ WORK. PAYMENT FOR FIELD VERIFICATION SHALL ~5 R-CPI---W--- W ----W- W- - _ r - - - -w- - - - BE INCLUDED IN THE PRICE FOR THE WORK.
RAILROAD STREET I~ - - - I+ I _ _ _ _ 3 ~7 i -~l- { ----W- - ' J
I u d % ° ~ 1 I W/M GAL- - - - - -W- - - - -W WnA ~LQ~ - ,~7 I I ~ - ,18 P~0 ~ `ire ~ ~-----°----47.861 W/M TEL P/P i I D -X- - - -X- - - - -X- - A- -p/p FN 1 ~W~M N 1 1/ f~ ,Ip W/U1 ITEL44.41 I I
~ - - -W~~ - - - -w-V - ~ ~ / ~ +--_47.41. EXISIING EXISTING I i DI yyy~ \ ~ I ~ ; 47.66 I 16" WATER LINE 6' WA1ER LINE _ w/~" TEL I I ExlsnNc
WV ;I ' ' ~ ' ±46.8346.77± ~ , ~ , ±48.14 -----4J.86~T0 BE ABANDONED I EXISTING 1 I I I , CONCRETE DRIbE I I
~ 1 I I ~ I I , '46.7 PROPOSED s' WATER LINE \ \1 I I I I I I 1I 1 I I I I ~ I ~ ~ 46.7 47.00± 15' ASPHALT 3 1 I
t \ \ .f I I I I I I f_..~ I TIE-IN TO EXISTING 6" WATER LINE SHALL I ; ~ ~ ~ ~ , 1 ' 1 I PROPOSED I I 1 ~ 1EA 6" PLUG, OI 3 P`~
BE BY SINGLE UNIT TIE-IN ASSEMBLY AS \ 1\ I ._._.i I I ~ ~ ; \ \ \ iA. --f..'J i i ~ i i SHOWN IN CONSTRUCTION DETAILS. _ _ 1 , 147.24 46.541 ( VQ ~ µH I f 1 , 0.N 1
\ - - - 1 \ 1 d I 1----~--f••_ ~_________J I 1~1k--- - - ~ J PROPOSED ~ RR R W f 1 I 1 -`~~ai I ,
4" SEWER FORCE MAIN PROPOSE I / „ Q \ 8" DIP SANITARY SEWER I I ~ ± 4678 46.96 i1 - - - = - ~ - R= _ t 1 , 1 , I mi 3
tEA 6 P4UG, DI \ ~ \ \ 1\ ~~1 PROPOSED ~ s~ I I 1 1 1 1 u I ~ 1 1 I I , J 1 1
~1 m1 8" DIP SANITARY SEWER I-""-'-""~ EXISTING 6; _ .__-k \ \ PROPOSED p~ HYDRANT ANO VALVE TO BE 1 ; ; x }45•~ A5~2!
PROPOSED ~ \ I MH N0. 111 ABANDONED AND REMOVED 1 1 1 ~ 1 I 1 ~ ( I PROPOSED ~ I 1 1 f
8 DIP SANITARY SEWER ~ \1 1 r' ~,1 m 8 DIP SANITARY SEWER I I i 1
11 1 I I 1 I PROPOSED I ,
MH N0. 112 ; I I
SOUTH MAIN STREET I , PROPOSED
PROPOSED CONTRACTOR SHALL PROVIDE ALL NECESSARY APPURTENANCES
25 LF 16" STEEL CASING, .281" MIN. AND TO FACILITATE THE FLUSHING, TESTING, DISINFECTION AND ACTIVATION
6" DIP, CLASS 350, MJ, WATER LINE, OF THE PROPOSED WATER LINE. UPON ACTIVAl10N OF PROPOSED DIP INSTALLED BY OPEN CUT. WATER LINE, PROVIDE SERVICE TRANSFERS TO THE NEW WATER LINE.
AFTER TRANSFERRING SERVICES, PLUG AND ABANDON THE EXISTING WATER 3 EA, 6" GATE VALVE AND BOX LINE. REMOVE EXISTING VALVES, VALVE BOXES AND HYDRANT.
1 EA. 6" x 6" TEE, DI
3 EA. 611 90' BEND, DI
r ~ I I i ~ _ _ ~ I _ _ _ _ _ _ _
- -
58 - - - - - - - ~ - - - - - - _ _ _ _ --t-_-- _ _ ~ 5$_____
I i ! i ~ .__.J___. _ ~ _ _ _
I I 56 _ _ _ _ ~ _ I
I -
I
_ _ _ 54 - - --I- - - - - - - -
I - - ~ - - - - - - i
I E ISn - ` _ _T P_o ..gn1 of . _ _ _ _ ~ _ _ _ 52
_52____ _ _ ~ _ __..I nNC ~ _ _ _ _ _ _ _ _ ~ _ _
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