20060119 Ver 1_Site Plan_19840712

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PROPOSED ~ 8' CHAIN LINK FENCE u, i,
iu II
'I~h~~ STA.0+52.01 ~uli,'i PROPOSED
~ ~liih~ MANHOLE N0. 401 (FLAT TOP 1 ~ _ )
~ ~ ih RIM-62.50
~ ~ INV OUT =57.75 PROPOSE I~~' ( } D r I o „I~,h INV(IN}=58.00
12° DIP SANITARY SEWER y ~
olyll
' STA. 0+15 hii,~i PROPOSED iii PROPOSED
MANHOLE N0. 4r30 FLAT TOP y 12" DIP SANITARY SEWER
RIM=62.50 , y PROPOSED
INV(OUT}=57.25 ~ 'I'i , 8' CHAIN LINK FENCE INV{IN)=57.50
PROPOSED PROPOSED ~
GRIT CHAMBER 12" DIP SANITARY SEWER l n , PROPOS ED
I ~'lli,
PROPOSED , ~ 12" DIP SANITARY SEWER i ~ Ihi PROPOSED PUMP STATION N0. 4B ; m c~. INFLUENT SCREEN
„i'!:;'.Y PVC O
~ I °1~~ PROPOSED Y"~D +"i~ 12" D)P SANITARY 6EWER
x H14R. ,
~ ~ i PROPOSED STA. 1+23.88
8" DIP, CLASS 350 Pw nii ' PROPOSED FORGE MAIN a MANHOLE N0. 402 FLAT TOP
~ ~i ~ li ( ) ~ o , RIM=65.50
PROPOSED ; m h ~ i„ i~ INV(OUT)=61.00 2°' PVC WATER LINE I ,
` , INV(IN}=61.25 PROPOSED ~ x iii a PROPOSED
HYDR. ~ Iil 10" PVC, SDR21, 200 PSI m ~ -4° DIP, CLASS 350 FORCE MAIN
FOR f~ o~,a h u CE MAIN 4 ~
I i PROPOSED PROPOSED
10" PVC COMPOSITE ~ ~ i --PUMP STATION NO. 4A PROPOSED SANITARY SEWER ~ ~n li'
~ ~i ~ hi PROPOSED 6 PJ,,, SDR21, 200 PSI Sa 1i 10' DIP SANITARY SEWER
FORCE MAIN FROM PUMP ~ ~ ~ 9 ~ ~
STATIONS N0. 1 AND 3 ~ 'sq- ~ ~a., , n ii
PROPOSED k PROPOSED 10" PVC, SDR21, 200 PSI ~ `f'~ o ii ~ MH N0. 403
FORCE MAIN TO KINS70N \F~ ~ li,h
/ I' i I ~ ,i
i' I ELEV. =ELEV. = 6 .45' PROPOSED ~r i 3
y ~ _ , ~ TBM ~i NAIL IN PP MANHOLE N0. 404 4 ~ ~ Ncw 2s onruM
EXISTiNG1 ~ 0` - '"Of ~R l SOURCE BM = NCGS DGVER © 'I 3 ~ _ _ _ ~ I y 18" RCP VS -+o: + ~
PROPOSED kQ \ R ' ~ 4" PVC, SDR21, 200 PSI FORCE MAIN
N~ FN ' ~ ~ ~ Gq ~ FROM PUMP STA110N N0. 5 W.,, ~ ~
~ ` SA S ~ > EE ;
3 r s ` ~ 1 ,q-
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PROPOSED ~ . W 2" PVC WATER LINE sq
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E%ISTiNG ~ ~ ` 6" DOVER WATER UNE ~
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P~UM~ 5T T1O N B bP~ { ~ , i a_ ~ _ , TOP 6~ 50i ~ f ~ 6.50 ° ~ ~ ~ , _ _ _ P . , !r...... F_.. :
RM _ _ _ _ ~ INV I~! 57 0 . _ ~ ; -.INV IN - .7 ~0. ..i. F : r , , . _ . , _ V . ! ~ ~ t
. _ . i ~ I INV CiUT 5.251 ~ - - + ' - t- i I ' A ~ ~ ~ _ ~ ~ , . i - ; s _ i
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f . 1 RIM ~ _ , 62;50 ` _ .62.50 RIM . ~ ~ _ _ 7 . _ 2 ~ ' - - , ; { ~ ~i . , ~ ,r-.._. ~ r._ _ ~ , _ ~ f
' , , 58.0 ~ i , INI_.1N_ ..._.51~2'~ ' _ _ c.. 5 . t _ _ , INV OUT - 57;75 INV OUT * 61;.00: I ! r , i ~ , _ , i.... i 7 ~ I L _
_ _ . ~ p ~ _ - ~ - ~ ~ - - - - . _ ( 7D ~ r ~ i
: ' I ~ ~ ~ A ~ i . ~ ,
,v_ _ m.T . _ ~ 70
, - ~ - _ t ~ + + I ~ I 1 + _ ~ _ . _ _ . , . _ _ . _ , t sa ~ ~ o ~ ~ }
r ~ ~ ~ ~ 1 _ ~ ~ : J ~ ~ F" r~ I-` I 4 1 i _ _ s~ r } - - { ~ 68 A ~ ~ ~
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$ ~ i I i ~ , , , ~ ~ - ~ _ ~ _ _ ; ~ . ROPQS~ _ _ _ : j ~ t l 3 .t. I ~ ~ ~ i
~ ' I b2" DIP SANlTAR1' S~WE ~ 5.0~ ~ , _ _ _ - a _ i- _ . , a _ .1. ~ . - . - ~ ~ ' 3 _ i A. ~ .W,.- . ~ ~ ~ I ~
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to ~ 4. ~ ~ ( : IN , 54 , ~ I ~ , FLI~ENT SCREEN , i a~-..- I -1~. DIP S~t>11TARY:-SE11~Rf~._.1,~ _ _ k _ ~ I K. ~ f _ r i ` i ; i
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, 52 ~ ~ i ~ , ~ , r ~ . _ 1 . _ i
~ _ . ~ ; . _ . ~RO~D A. S~ _,..n.._ , _ _ , ...PR9PO~ED , ~ ~ a y_...'r.. ~I_., _ . ~ . ~ I : ~ ~ 0 ~2 bIP,SAN~TA~Y S~WE~t ®0.68 j ± , ~ ~ 12 ;DIP SANITARY SEWER 5.b7 ~ ~ ' I t ~ I ~ i ~ ~ ~ > ' ~ -i a - - _ - f"- r ; - r
D _ . , ~ ' ~ ~ , I i s .v_ ; _ ~ _ ~ ; l--...e 7, . . - - - .y . t-- f_
7 1 f~ 50 , PR4P0~ ~ I ~ 1 ~ ~ ` 00ED O D I PREP i I ' . y .,M . i ~ - M, _ f i 1 ~ _ _ l 1 1. - _
r ~ ~ 12"~ DID SANITARY EWER t4 2.' B%' et ~ ~ ! _s t- ~ ~ 1 - ~ I ' i ~ 50
._.t _ ~ _ ~ ~ i r I ~ __,._w. _ _ - . _ _ , _ t . . i - ~ . ; i ; ~ i - ~ ~ ' f _ ~
w ' c0 , - ~ _a._._. ~ r t- _.i _ _ i _ r _ , _ r.. , i ~ ~ ~ ~ ~ r .a_. i ~ ~ t { ~ ~ i ; e I 1
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k } I~ ~ I I i~ ' I I i I d~ ~
~ ~ ~ 0+00 1+00 2+00 3+00 4+00 5+00 a , ; 40
~ ~ PS Np, 4 -LATERAL D 6+00 7+00 8+00 9+00 10+00 11+00
N > 0+ 0
REVISIONS x~ ~ ~~~1u1111 ~~1luuiv~ CAD FILE DIRECTQRY: W:\DBxx_gen\D84x_eng\D847~D\t999-0389 ~
v r- . ~ T n ~ ~ / . ~ n N0. DATE DESCRIPTInN . ' . ~
WDAVID A~ SANITARY SEWER - - CAD - - )AVlDASSOCIATES INC. fAT PS4 D ~ DWG FILE NAME: CN01 PDSS Sanltar Sewer Lat. PS4 D 1.dw ~ Y 9
3 INC. Engineers • CAD PLOT FILE NAME: La 'ut1. It LL glneers Planners Land Surveyors CONTRACT NO. 1 - SANITARY SEWER & FORCE MAIN p 0
SEAL SEAL = =n- MAP FILE REFERENCE: D - 938 BLACK
28431 - 1972 CrI C- CORPORATE OFFICE 1999 SANITARY SEWER IMPROVEMENTS L BRANCH OFFICE PROJECT NO.: 1-99-0369-4701 SURVEYED BY. FEB
~ yyy S1 rrNC)N~~~~l~ 3714 North Main Street ++inn~ P. 0. Drawer 49 109 East Walnut Street
Farmville NC 27828 o J a- h W M P. O. Box 1776 TOWN OF DOVER DRAWING NO.: 65 COMPUTED BY: JWM t- Goldsboro, NC 27533 LW
/,//III if 660 ~f l I f l 111 N1~ Telephone: [phone] Telephone; [phone] CRAVEN COUNTY NORTH CAROLINA SCALE: HOR. 1"a40' VERT. 1"-4' DRAWN BY: CTC/MW W
Facsimile: [phone] Facsimile; [phone] D = ATE: JULY 12, 2004 APPROVED BY: JWM

+62.13
1 +s1so
~ +61.75 +6L84 +61.fi6
1
61.'. 61.29 I I+~7(~81.17 ~ II
ti I III 1111 1111 2
III II ~ 11111 l l ~
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1111 ~ a
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' +fi222 ~ SITE GRADING CONSTRUCTION NOTES +s2.o1 FORCE MAINS IIII 1111
III I11 ' I I I l i i PROPOSED a
i 1. Construction shall be confined to the area within the limik of construction lines shown on ro 325 j° i 1 i I, I I I, A 1 EA 4" PLUG VALVE AND BOX U
this sheet and the rights-of-way of adjoining streets and roads. Construction within +s1.9t ~ +61.83 ~ a wining streets and roads shall be limited to that required to install proposed NIP 11 II + I i 1 1 EA 6" PLUG VALVE AND BOX o
improvements under this CONTRACT. I i I I I r I I 1 EA 6" X 6" TEE, DI
2. Clear and grub entire site within the limits of construction. All trees, shrubs, bushes, ~ I Il ` 1 r 1 1 EA 6" X 4" REDUCER, DI II I 1
debris, etc. within the limits of c ~ I onstruction shall be removed and disposed of in ~ '111 i l1 ¢
accordance with applicable Federal, state, and local lows, rules, and regulations. Disposal ~ k I i site shall be rovided b the CONTRA T ~ I 1"1111 PROPERTY PROPOSED ~ II I I LINE IS B 1 EA 6" 22 1/2' BEND, DI 1,11 ~ I ~ I LIMIT OF CONSTRUC110N
P Y C OR. I ~ 0 m , Irr I ~ PROPOSED
i k I ~ 3. Grade, shape, and landscape site to provide positive drainage over the entire site and to PROPERTY LINE IS III I 1 I PROPOSED ~ 1 EA 6" 45' BEND, DI
drain surfaae water away from structures. Slope ground surface away from structures at LIMIT 01" CONSTRUCTION SS2• I three (3) percent minimum slope for a minimum distance of thirty (30) feet in all ' k 5839 I ~ ,IIII 1 i I 129 LF 8' CHAIN LINK FENCE
r " i directions. Grading shall extend to the ed e of avement of ad'oinin 9 P ~ g streets and roads. f I; 11 1 1 PROPOSED BY OTHERS y
4• All roadwa PROPOSED y and parking areas shall be surfaced with a six {6) inch thick layer of 179 LF 8' CHAIN LINK FENCE 40' 40'x I, 1 ~ , ~ 1 EA 8" 90' BEND, OI o III PROPOSED ~
i 1i coarse aggregate base course (NC DOT Type A}, Existing CABC surfaced areas shall +s2,os ti i 'n'1`~' SILT FENCE ,r , I , PROPOSED BY OTHERS
be resurfaced after completion of other construction. Provide additional CABC material ~ h +s1. a'. • ~ ~ . • • . 1r III E 1 EA 22 1 2' BEND DI ~ ~ 1111 / w
as required. PROPOSED ~ ~ ' I r I , t~7 U~ h N~ M ,I III PROPOSED BY OTHERS W r r h
5. 541 5Y 8" • ' I n All disturbed areas shall be seeded and mulched within seven (7) days after completion CABC SURFACING x k fll'1 o F " J rr1 ~ 4Z~m
of grading opera#ions. Entire area within the limits of construction shop be seede PR P ~ ~ • . • ' • • ' ' ~ ~ ~ ~ . ~ I I d and 0 OSED _ N.' ~ • • • . • +.81.69 . _ . I + 81.95 61. 7•~i mulched except that areas within the limits of buildin s structures A I PROPOSED +6t.5a 1 EA 8 90' BEND, DI _ ~ m o st. 7~i1'h t7 -SILT FENCE Q • z ~ a $ c a~
g , C BC surfacing, and 12 DIP SANITARY SEWER I I~ undisturbed areas with a well established ross cover shall n q of be seeded and mulched. LATERAL PS4-D 6 I ,11,5n~~ 26 PROPOSED ~ w a _a Q t
M ~ I 6. Erosion control measures shall be installed riot p to beginning construction and shall be PR P 1} i a ° gf1r o ~ I I IP PROPOSED 3 EA BM PLUG VALVE AND BOX ~ m r c~ - ro II 1 ~ I MANHOLE N0. 401 (FLAT TOP) 2 EA 8 9D' BEND, DI ~ ~ ~
maintained in continuous operation until the final toss v 0 OSED I g co er is well established. o YI 11 RIM=62.50 2 EA 8" X 8" TEE, DI ~
Erosion control measures shall be removed b the CONTRACTOR MANHOLE N0. 40 R=20' I cover is well ~ Y after the final grass - 0 (FLAT TOP) x ~ e~idblished• RIM-62.50 ~ i'~ INV(OUT)=57.75 4
SA • INV{OUT)~57.25 I i~ IW+'~ 1~ INV IN = + 1, I ( ) 58.00 PROPOSED 1,1 I H " " 'Q •
INV IN =57.50 R= 3 O ZO, 3' 111+v,1 PROP 1 EA 10 X 8 REDUCER, DI ~ OSED
m i PROPOSED I IUI ~ f!l IIII ~ + 12" DIP SANITARY SEWER PROPOSED ~
12" DIP SANITARY SEWER I "~i I ~ 1 EA 10" 22 1 2" BEND DI ~ m PROPOSED / ~ c
PROPOSED 1 180 LF 8' CHAIN LINK FENCE Q ~ ` I PROPOSED Q W
x ~ ' I PUMP STATION N0. 48 +st.77 ~ ~ x x + I I I I PROPOSED ~ 1 EA 10" 90' BENb, DI U ~ o
st.7o I s1.5s w ~ ~ I IIII 11 GRIT CHAMBER w ~ N I ~1 4~ N
PROPOSED ~ ~ II I ~ + 1 rrr m ro M t~ 1111 PROPOSED w ~ a N ~
SILT FENCE ~ ; OP. I ~ ~ POP. ~'.1 PVC I 0~~ .,h I 1 ~ 1 12 DIP SANITARY SEWER w ~ U ~ a
~ 3 Ezr~~ 111 I I PROPOSED o
PROPOSED z x PROP. I ELECTRICAL HUT N0. 2 PROP, , . YARD 1~1111 ` INFLUENT SCREEN a z o ; °1 IIII ~vdroQE
HYOR. I YARD ...'..~3.'.~ i t PROPOSED ~ o ~ m 1 m 11"+~ 1 12° DIP SANITARY SEWER LL
PIPING CONSTRUCTION NOTES PROPOSED HYDR. •_.•.W m Itfl 1 ~ F- 1
UNDERGROUND ELECTRIC SERVICE FEEDER ~ . +11+,' I PROPOSED
i w 1• This piping plan is diagrammatic only. Additional pipe and/or fittings may be required to • w' ' I t i i 11 I I MANHOLE N0. 402 (FLAT TOP) 1111111 RIM=65.50
PROPOSED x PROP. avoid conflicts, tie-m to existing and/or proposed lines and structures, and/or provide a ~ ..'a• . » 1 1 ~ INV(OUT)=61,00
coin lete and f i FLOW MEA : • . 1 PVC p ul y operational system. The CONTRACTOR shall provide all pipe and SURING STRUCTURE I x fittings os required at no additional cost to the OWNER. . x I i u 1 1 INV(IN}=61.25 11
:.a~. o 1+111 11
PROPOSED 2. See other sheets for detail piping arrangements, grades, inverts, and pipe locations. ~ . , I 8' DIP, CLASS 350 FORCE MAIN N . ~ E 11 I PROPOSED I 1 ' 1 ELECTRICAL HUT N0, 1 ~
I 3. All above ground pipe 4" and larger shalt be ductile (ton pipe with flanged joints unless .n:~•'. I ' 11111 ~ 0~
+st.n 1.e a.... I ~ shown otherwise, Transition to other pipe materials and/or joint types as shown on khe PROPOSED x ` 11 ~ s PROPOSED (LUMP SUM} R o 1 4" DIP, CLASS 350 FORCE MAIN z ~
PLANS. GENERATOR s ' • :a. ' C ~ i I o 1 2EA4"4' ~ w m 5 BEND, ~t 7o CURED-IN-PLACE FIBERGLASS MANHOLE LINER ; ' ~
~ 4. All ductile iron force main i e below round outside str c P P g u tuees shall be Class 350 with ~ •'.3'.'~'.'~ m N ~ TO BE INSTALLED INSIDE MANHOLE N0. 402. ° v
d push-nn or mechanical joints unless shown otherwise. PROP05ED • ~ ~ H PROP. I a ~7,¢~ N" st, PROPOSED 1 i PUMP STATION N0. 4A o a }
10" PVC, SDR 21, 200 PSI FORCE MAIN ~ ~ YARD ~ 5. All polyvinyl chloride {PVC) water main and force main main pipe below ground outside I 1 j1 ~ a m m m ~ ~ m v ~ o
• . • f.'_ ~ H YDR. I structures shall be SDR 21, 200 PSI unless shown otherwise. ~ PROP x PROP. w OSED PROP. 1 1 n 1 I PROPOSED ,111 I I I 10" DIP SANITARY SEWER rn
e 6. Force main fittings shall be ductile iron fittin s rated at a minimum of P 33 LF 8' CHAIN 4 PVC - 9 250 SI LINK FENCE t» Pvc I x I I 1 1 1 1 N~7 = > a ~ ~
~ working pressure with mechanical 'Dint ends. ~ DRAIN x 1111 PROPOSED ° ~ ~ ~ ~ a ~ 111 MH N0. 403 FLOOD ELEVA110N DATA z ~ r3 ~ ~
~ PR P ~ y 7 0 pSED ~ » w I Water mom fittings shall be polyvinyl ahloride {PVC). 10 PVC COMPOSITE SANITARY SEWEP, AT 0.50q ' s 111111 RIM=62.50 ~ I ~ 1111 According to the North Carolina Flood lain Ma in S tem
a~ q ~ 8. AI ~ I ~ I ductile iron gravity sewer pipe below ground outside structures shall be thickness PROP05ED ~ ~ ~ 1 III INV(OUT)=49.80 P PP 9 Ys ~ ~ ua c 111 I 11 INV(IN}=49.93 this site is not within a flood hazard area. 9 a m ~
~ Class 51 with push-on or mechanical joints unless shown otherwise. ELECTRIC SERVICE POLE 4NTW I 111 ij1 ~ I ~ ~
~ fiROP.OS>~b.' ~ METERING EQUIPMENT AND : ~ I 2o-' DOt18LE I ~ ~ I III PROPOSED m rn
All polyvinyl chloride (PVC) sanitary sewer pipe larger than 4° outside buildings and/or MAIN SERWICE BREAKER MCB1 + t. k=` L£AF. GA' o structures shall be PVC composite pipe in accordance with Section 02621 of the s 59 Q ; I ' 11 2" PVC, SDR 21, 200 PSI WATER LINE m ~ o III 11 ~ ~
SPECIFICATIONS. PROPOSED +61,63 NIP m 1 1 I' PROPOSED li.l ~ U m O
0 6" PVC, SDR 21, 200 PSI FORCE MAI k (n 10. All drain and waste pipe and fittin s 4" or smaller outside structures sh I FROM PUMP STATIONS N0. 1 AND 3 +so. 324 ~?34' • • '~•'••s I h,I 1j1 2" RPZ BACKFLOW PREVENTER AND ENCLOSURE o Q Z w I ~
L Schedul 4 I g a l be ~ S~ 4 EIP e;BPor s I e 0 poyvmyl chloride drain, waste, and vent (PVC-DWV) unless shown ~ ' 20~,. ° 1 1 +18, U Z W t0 IN 1~; PROPOSED w w ~ v. ~
otherwise. +sr. °°o° ~ I 1 SP °;q,o;°;ooe°° °,ry°o ~ ~0 INV= 59.60' ~ S~ 271 ,°•d~~•~roag J k + t. x 11 j 2" GATE VALVE AND BOX ~ ~ w o ci N
q ;o°e;°; o•oog°~ 11. Concrete thrust blocking, rodding, gripping rings, wedge action retainer glands, and °°°;a°;a•Yd•"o~,°° I I , m 1i- ~ ~ z ~ xll x 11 11 PROPOSED ~ ~ O ~ ~ to ~ ~
I ~ ° restrained joints shall be provided in accordance with Sections 02667 and 02668 of the ~ ' . +st.2o sP t~s;•°° b;~•vego st.7s \ ~ o I~ 2° WATER SERVICE METER ASSEMBLY ~ o n. w ? w 1 1 1 NOTE: a o o a o¢ Q h
SPECIFICATIONS. °8~°e°sg°•~. 2 ~ ~ PROPOSED ,°;~ga~~~•.;°;° ° J ~ B I d 11 1j1 PROPOSED DISTANCES SHOWN ARE HORIZONTAL GROUND c4i o cdi ~ a o ran ~ 11 76 LF 8' CHAIN LINK FENCE MEASUREMENTS UNLESS NOTED OTHERWISE.
CL 10" PVC SDR 21 200 PSI F * 7e 6o.zq °SZ:g'~to~°~~•:~° Q 12. ORCE MAt FM ~ 8~g8^~~'~^0 8•°°8^t^~ I Water containing chlorine residual shall not be discharged within one thousand (1,000 TO KIN ° 8°.°.• STON °b I I
feet of surface waters. Flush water containing chlorine residual shall be dischar ed into ~ , ~ o°;^0°80°~8 0~~ k A g o•o°o°° diked ditches and contained until no chlorine residual remains. 61:31 b°;°°;o o;°;o;°°o°°°°•0 ~ 1 1 I' I PROPERTY LINE IS I1
~ C~ ~ Rs °`uoeao~o°00;°o°°°°e°°°e ~ .66, E ~ ° •.;oq°°;@,•a +st.5s 4 SS3 CyJ i. I 1 , LIMIT OF CONSTRUCTION 11111
I3~ e ~ 4ro°°~°w° 5 3~ " o 11 111 I ' 1 ELEV. _ ~ Z
I 63.07 ~ > a~ •°~~..°Pi8&°e 4 °o oo~••o ° o°b oS o° I 63.45 a 1 I I TC3M ~i NAIL IN PP
/ PROPOSED ~ .s2 • ,8•~8•Y ca•%;.°°, • . „ ~ ~ 1 ~ MA HOLE N0. 404 ~ ~ e.,~,~~,.,.,° 1 1 1 III Ncw 2s DATUM NIP =NEW IRON PIPE SET ~ I + i 1 souRCE eM = NCGS DOVER R/W =RIGHT-OF-WAY
~ti °°;o• °o o d°•o a°o°a A + fl RIM=61.42 n o• °;.•~p~•o,q,°ge~,° 3 ~ 52.t5 v ~~~•°•o ° ~ •.,6 , , I, 'il 323 ~ = CENTERLINE ~
INV - °°;e^°;~,~~°°°Y;°; . 61.49 t.92 (OUT)-50.35 °°8.0 °•ivS~°;oo° Ro+s1. ~ s1. . I ~s2 s1 I Is~~~2 NIP +50.0 =EXISTING GROUND ELEVATION Q ~
~ INV(IN)=50.55 s3.oo ~ ?0' _ _ _ 3 e `°•°o°° o•o ~ I r i t.as ~ =PROPOSED GROUND ELEVA110N ~ ~,I, ~ ~ p
0 h °°0 ~1. ~+60,18_____,• _ .47 ~ ~ - ~ -ea, ~ I ~ ~ \ =PROPOSED TOPO CONTOUR LINE z -eo. ~ , 1 d ~ , ~ i =PROPOSED SILT FENCE W ~
~s1- ~ .60.8'+ ~'~so.sa I ~ ~ ~oF x =PROPOSED FENC IW- ~ f' + 1 1 \ ~ ~ +61.35 E - ~ Z
.s0. ~ ` - ' ' ~ EXISTING DITCH ~
p ~5 fNV= 59.29' 63.02 ~ +5e:4z \ ~ =PROPOSED DRAINAGE FLOW DlREC1TON ~ W J LL ~ I ~1\ ` ~ 1
r- ~ ~ . ~ ~ ~ O ~ 'mow ~'I°6~.30 ~ _ ~s:~D, ~ ~ ` PROPOSED W W Jt~V= 5D,64' ~
~ ~ S ~ ~i 4" PVC, SDR 21, 2D0 PSI FORCE MAIN ~ FR ~ OM PUMP STATION N0. 5 L1: tat ,
q N~ ,s3• `'w SR ~'oo, ' . z W +61.45 W
~ ~ 1 uMIT of ~ Sq QO 1, ~ ~ a S ~ ~ 63,09 . FM ~ Z
ti O CONSTRUCTION I ~ ~ `w UCTION -'+sa.o4 ~ W ~ 0
cn o • ~ sq ~S rn ~ f:xisnNC ` ~ 0p' R ~a 62.31 11,. ~ ~ w ~ ~
~ DOVER 6' WATER LINE w ~ ~ ~ ~ A ~ ~ I- } ~ „ ,s ~ `fi2~ +st.46 ELEV. = 63.78' ~ W LL
/ N S 24' 0 ` ~ 's3, q q RN ~ ~ ~ spy FG ~N ~ TBM ~2 NAIL IN PP ~ ~ I ~ G NGVD 29 DATUM
- ~ ~ 3 Atr~ Ay I w, S~ A y F' W S ~ ~ ~ + 62.25 SOURCE BM = N(:GS DOVER ~t
f\ a ~ ~ Sq ~t' N u~ ~ ~ ~ tf} 63.06 ~
~ O ` ~ p W~ ltl 62.34
/ N ` Sq ~ C ` ~ Z ,
0? C`1 ~ ~ I N ~ sq SCALE IN F " ~ 0 ~ + s3.o3 EET : 1 20 _ s- ~ f-- ` za o F' 2n ao ~ Z
x L PROPOSED BY OTHERS - - E" d
0~0 ,p \w~ ~ PROPOSED ~ sq z ~ sq 8" PVC, SDR 21, 200 PSI FORCE MAIN CQ
~ TEMPORARY C N ~ ` \ 0 STRUCTION ENTRANCE/EXIT w.,, \ c FROM COVE CITY p- F- ~ V CA
a~ o v+ Z ~ ` ~ `w SA ~~tiiNttilll}~/~l kil 1111 IA ~ ` ~ ~
I INV: 58.84' \Q\``,uurrN~'lr F' ua
x PROP(1CFr1 J o n~ : , F , , , G..
cibcDv 40 LF 18" RCP CLASS
!0 INV (E) = 59.95 PROPOSED SEAL SEAS. r- a o
t1 INV (W) = 60.15 2 WATER SERVICE 3 1972 284,31 z GIN6l
V) LLB W MC
o-a
SHEET 66 OF 114
i

SD033016R
CONCRETE OPENING FOR ACCESS DOOR T-0"
IN TOP SLAB ABOVE
GRADE FlNISHED GROUND SURFACE
, d a TO DRAIN DISCHARGE FROM DOOR CHANNEL DRAIN PIPE
a • e . d d ~ N
' • . ~i 2 II O
• . • , I d • a , ~ 4" DIP d.. ' ~ d ii ~ " a w i
' . ' . d VENT PIPE ' II
, I , `d . ' ACCESS ;;'F-._, 1 1/2° PVC SCHEDULE 40 - - - ' ' DOOR CWANNFI DRAIN PIPE 11
4" 4" i + I SEWAGE LADDER II II II
TEE, DI PLUG CHECK ; PUMP , PRESSURE VALVE VALVE PRESSURE • ' ' PRECAST CONCRETE " z
FLOW a GAUGE GAUGE - ~r-- ' f V T ~ VALVE AUL F a_
4" DIP FORCE MAIN , o O o 4" DIP ; 4. ' _1_Y- .LJ_ , I U V)
] e 4• , 'l I ~ ` • r- , O I t FLOW VQdT , PIPE '
2 Z 3" - ry-! i Q 2 _ , , ~ "i i 10" DIP ~ PLUG 4° X 3" TEE, DI , 4" DIP ® , , , O ~ ' ' INFLUENT 67 r' 6'-0° X 5'-0" DOUBLE LEAF ~`r
_ 4a._ ~ 67 0 VALVE d J__ O , . ~ ALUMINUM ACCESS DOOR ~ w I + I + ' 4'- " x 4'-0" DOUBLE LEAF % i + r- I a , Q
~ PRESSURE 4° PLUG VALVE GAUGE AND BO% •r~- - - -i-r^ , ~ ALUMINUM ACCESS DOOR ~ / + i , I ~ ~ i t t
o 4" DIP ; : ' ; Q _ 1RASH ~ + ~ t t i ~ ' , \ ' i , ~ t t
' , BASKET ~ 4" 90' BEND, DI , I , ~ I , ' ' + ' ' O r i t ~ ' , i i VENT ' ' 1
d , r 4" 4° ; SEWAGE ~ ' / ; ~ ; PIPE ~ I , \ i I , ~ ~ o e I i o o
• PLUG CHECK PUMP . { 2 VALVE VALVE ~ " , I ~ 1 ~ ( I I t I ~ N 67
' ~ 67 , , . , • 4 d ~ • , •d , I ' I e o , It I e e a
~ • + . . ' ~ PLUG VALVE ' 't ' ' HOIST ' ~ ' SOCKET 2 ~ BOx AND COVER ~ SOCKET . ~
. •e i ~ (NORMALLY CLOSED} , ~ ~ s a ~ ~ t ~ ; ~ m m~`r~.
• e a l~ ~ U ~ + ~ car-N~m
6" MINIMUM a , . BOTTOM EDGE OF (TYPICAL) a. d CONCRETE FILLET I ~ w r. r. i ~ (1 ,K ~ 01
' • d t i + CQ p~ CA
5'-0" MINIMUM 1 1/2' PVC SCHEDULE 40
DOOR CHANNEL DRAIN PIPE L DRAIN PIPE ~ I ~ ~ a r ~ , . o ~ a ~ F-LL
~ tiro . L
GRADE F TO 0 GRADE FlNISHED GROUND SURFACE r/~~ TO ORAIN DISCHARGE FROM v~ ro
DOOF DOOR CHANNEL DRAIN PIPE - - 0- J
SECTION VIEW 1 - 4 r L..I
~/2 = ~ -o RRECAST CONCRETE WF.T WELL
Q> r~' ~
CA Q ~
U ~o N
2 EA 4" 90' BEND, DI CAST IN PLACE CONCRETE TOP SLAB ~ ~ ~ c°w N ~
PORTABLE H(NST 6'-0' X 5'-0" DOUBLE LEAF ALUMINUM ACCESS DOOR WITH ial`~~~u~i 0 c m n
• SPRING ASSIST, DRAINAGE GUTTER, RECESSED PADLOCK BO% ANO HASP, AND AASHTO H-20 HIGHWAY LOAD RATING N ~ Q ~ N
C~oG!'>c~
4'-0" X 4'-O" DOUBLE LEAf ALUMINUM ACCESS DOOR WITH SPRING ASSIST, DRAINAGE GUTTER, RECESSED PADLOCK BOX N0. 12 STAINLESS STEEL Q. G ~ O
AND HASP, AND AASHTO H--20 HIGHWAY LOAD RATING SCREEN BETWEEN FLANGES d (BOTH VENT PIPES) Q N ~ m 0. N
PLAN VIEW ~ w 3
HgST SOCKET
~4 AT 12" OCEW
z 1 i/2" PVC SCHEDULE 40 ~ a a DOOR CHANNEL GRAIN PIPE GENERAL CONSTRUCTION NOTES
~ a td H a Z a
TOP OF SLAB = 62.50 1. These plans are intended to provide information for installation of a complete and fully operational sewage pumping station. Provide all materials, labor, equipment, tools, devices, etc. and perform all ~
• a ~ ~ o • • required work and services necessary for and incidental to a cromplete installation as shown on the
a , CABLE mom' ; ! a , , HANGER ~ . , e SPECIFICATIONS in cam lets accord with the CONTRACT DOCUMENTS. x PLANS and/or called for in th p ~ ~ ~
Concrete shall have a minimum cam ressive stren th of 4000 psi at 28 days. ~ ° 2 P 9 0°
"FLANGED FEMALE + ' ~ 3 , I . ~ 1 QUICK GONNECT COUPLING E_c ' ~ ~ ° } m m
3" PLUG AND DUST CAP PRESSURE _ ______JI i a' COiI LIFTING CABLES C~ / 67 67 ~ VALVE GAUGE ~ ~ AND HANG ON HOOKS GRIPS ~ 3. Reinforcing steel shall be Grade 60, o I m „ ~ ~ ° w m a
4' PLUG „ (TYPICAL) ' ~ d 4. All exposed concrete edges shall be chamfered 3/4 . a } _ ~
s VALVE 4" ` . ~ A4 AT 6 OCEW ~ PRECAST CONCRETE CHECK a ~ VALVE VAULT VALVE M ~ j a. ~ ~ 5. The wet well shall consist of precast concrete manhole sections conforming to ASThA C478. The wet o ~ ~ a a.
Z . ~ • VBOX 4" 90' BEND, DI ~ d ~4 well shall be designed to withstand H-20 highway loading with the ground water level at the finished ~ o N o o a
o " I I ~ ~ , , , i „ DISCHARGE PIPE CENTERLINE >a 59.00 ground surface. The precast structure shall have sufficient weight to resis# 1109G of the buoyancy forces o, ° ~ I U with the wet well empty and the ground water level at the finished ground surface. Flexible watertight
.N 4 DIP FORCE MAIN , , , , , I i 4 ,DIP DISCHARGE PIPE ravide submittal to t0 ~ pipe to manhole connector sleeves shall be provided for all pipe connections, P ° ~ m o
d ENGINEER for approval. Submittal shall include calculations sealed by a Professional Engineer registered I I m
CONCRETE 12" MIN. ~ , + ~ PIPE 8" MIN. SUPPORT SLOPE GROUT ALT in North Carolina showing compliance with the structural and buoyancy requirements, r7 o ~
-gyp . TO DRAIN . ~ cENDSI 1/4"~ STAINLESS STEEL LIFTING CABLE coated with o ~ ° ~ 6. All interior surfaces of the valve vault and wet well, except the wet well floor, shall be
d ~ , (PROVIDE SUFFlgENT CABLE TO THREAD ONTO HOIST O P I d i 4" DIP , ~ FOR BASKET REMOVAL, MINIMUM LENGTH = 30'-0") P w w 1 0 bitumastic aint after installation prior to placing into service. o ~ ~ ~ U amt N
a ' 7. All i in shall be supported and restrained to evenly distribute loads and prevent loads from being o a z w E ~ ~ PP 9 z ~ ~ ~
~ . d t/4'0 STAINLESS Q a ~ ~ 4" PLUG ' STEEL LIFTING CABLE TRASH BASKET transferred to pumps and other equipment. w w ~ ~ o
~ VALVE (PROVIDE SUFFlGENi WIDE RAILS N 8. Pipe couplings shall be provided with thrust restraint by using tie bolts, rods, and nuts. o u. z z m °
CL CABLE TO THREAD z ONTO MgST FOR a J ~ ~ ~ ~ d J U ~ 9. Concrete thrust blocking shall be installed at all below ground fittings and valves. ~ ° a w
~ ~ PUMP REMOVAL, > ~ ~ MIN. LENGTH = 30'-0") o. ~ 3 ~
0 z DRAIN PIPE SHALL SLOPE TO d ~ d• p -g N0. 57 STONE BEDDING WET WELL AT 1/2" PER F00T MIN. 10. All i in within and between the wet well and valve vault shall be Class 53 ductile iron pipe with ~ °q 4 d ~ ~ v PP 9
° ~ • ' flanged ends. All fittings within the wet well and valve vault shall be rated at o minimum of 250 PSI v ~ ~ ~ ° ° working pressure with flanged ends.
cD q ' 11. No. 57 stone bedding shall be provided under the wet well and valve vault. Bedding under the wet
O ~ ea PRECAST CONCRETE WET WELL (ASTM C478) ~ DESIGNED FOR AASHTO N-20 HIGHWAY LOADING well shall be a minimum of 12" thick and shall extend beyond the slab edges a minimum of 12".
' B'-a" Q • a , DIA. Bedding under the valve vault ahaH be a minimum of 8" thick and shall extend beyond the slab edges o ~
Z ~ d minimum of B". All dewatering and stone required shall be included In the respective price for the J structure. ~
12. Access doors shall be aluminum and shall be designed to withstand H-20 highway loading. Doors shall ~
~ SEAL WET WELL JOINTS WITH ' + 3 PREFORMED BUTYL RUBBER a include spring assist and shall be padlockable with a recessed padlock box. All hinges and fasteners Z U
~ JOINT SEALANT MEETING THE ~ ' REQUIREMENTS OF ASTM C990 ' shall be stainless steel. ~ Q
d CONTROL CABLES TRASH . FLEXIBLE PIPE TO MANHOLE CONNECTOR SLEEVE et well shall be sized and located to allow removal and re lacement of the pumps ~ p 13. Access doors to thew P
BASKET e (TYPICAL) and trash basket and to allow occe~ to the float switch hanger and access ladder. Door sizes shown ~ W z are minimum acceptable sizes. If larger doors and/or addi#ional doors are required, they shall be U (J)
(n ~ 00 ' provided and installed at no additional cost to the OWNER. Q ~ f-
~ OO Cn O O , , I-- Z 14. Access doors to the valve vault shall be sized and located to allow removal and replacement of all W ~ W
CD OO i i 10' DIP valves and fittings within the vault. Door sizes shown are minimum acceptable sizes. If larger doors ~ LL
L STAINLESS STEEL O O ~ ~ INFLUENT GUIDE RAILS , INFLUENT PEE INVERT = 49.60 97 and/or additional doors are required, they shall be provided and installed at no additional cost to the Z ~
> (2 PER PUMP) O O o OO OWNER. ~ H ~ Q
OO ~ O O HIGH WRIER ALARM =46.75 15. The wet well t shall be equipped with two (2) hoist sockets for the portable hoist. These sockets U W LY W op ~ W
O e shall be located to facilitate pump and trash basket removal and replacement. Q, W ~
a ~ a11 LAG PUMP ON =46,00 16. Float switch cables shall be of sufficient len th to allow lowering of each float to within two (2) feet ~ g coiled ~
(1J d (7 of the wet well invert. Excess cable length (when floats are set at elevations shown) shall be Z Q'.
tD ~ ~ 4 Q ' N • : LEAD PUMP ON = 47.20 and sus ended from the float switch hanger. O P U (L LL
~ ~ o FLOAT 17. The pumps shall be submersible sewage type in accordance with Section 11310 of the SPECIFICATIONS I Q
(n ~ ' a a , SWITCHES , ~ r p PUMPS OFF =46.50 ~ 0 8' MIN. = d and shall be Identical. The pumps shall meet the following requirements. W ~ ~ G . ~
~ . v
~ ~ . -'ti a PUMP earameter and No.- 2 Z ~ ~
I ~ • AND 'e f~ ' MOTOR 80 GPM Z ' Q Primary Deelgn Capacity O
~ ~ piSCHARGE Prlmar Deel n Total Dynamic Head 18.0 Feat F' ~ Z Y 9
O 1'-2' MIN. ' ELBOW CONCRETE ~ N ~ ASSEMBLY b FlLLET ' d oQ
, • lV . , ~ N T'-0' MIN. ' • Secondar Desi n Ca aclt 250 GPM ~ Z Y 9 P Y ~
~ N d 16.0 Feet d" ~ ~ Secondary Design Total Dynamic Head (maximum) ~ U to
X ~ ' ~ d , 0 • WET WELL INVERT =43.50 unl nu I ~ ischar a Size 4 Inches ~~~1j1 1~l~~r~ _ r- Pump D g PSSOC/A ~i, ~ , D" ~
OO d . a a . • . a cc f e ~ C ~ a e dr " • • e.• • d • • d • • • \O e,,, 11111„~~ ' T ~ 1 11 ' ~
C ~ ~ ~ Maximum Pump Rotative Speed 1200 RPM J FOR F ~ $ A Z~y
%j I' z Minimum Motor Size (motor must be SEAL N =n' -qL kAL r: U
x nonoverloadmg throughout operating range) = - U 1972 - 28431 z
0 Go to a Maximum Motor Size 3 HP r ;C' % W 0
N ,O ~ i 460 VAC ~l'I'llloo fill'`' EI1~pttioal VditQg~ U
3 d ~ ~ N0. 57 STONE 9EDOING ~ILL~ ~a~ W.
SECTION VIEW CT Electrical Phase 30 Irr,111111
:3N 2"=t'-O. Electrical Frequency 60 Hertz
0 9p LN~ SHEET 67 OF 114
C» a.

- 24'-0°
1-0" t'-O'
9 16"m HOLES ~D' ~\A+ / 2+
5EE STE PLAN FOR CON71NUAilON
1' PVC WATER ~ II ~o,
8 I .
~~I . 68 I ~I 0
4i4 1" BALL VALVE IN
~ CAST IRON METER BOX WATER SUPPLY LINE CONNECTION TO „ DUPLEX RECEPTACLE IN WEATHERPROOF BOX O in
SCREEN MECHANISM SHALL BE FLEXIBLE " H1TH WEATHERPROOF WHILE IN USE COVER II OR OU1CK DISCONNECT TYPE TO ALLDW 3/6" X 2" FLAT BARS ~ W
UNIT TO PIVOT OUT OF CHANNEL „ EMPTY CONDUIT STUDBFD UP FOR FUTURE AREA LIGHT 1/1" X 5" FLAT BAR
- n r------------------------ -----rr--------°---------- i r-----r--r-----------------------i I I 1 I WELDED TO LONGITUDINAL BARS
1 I I I ~ 1 I I I I I
I I I I ULTRASONIC LEVEL SENSOR INSUUIIE All EXPOSED ~ I I ~ WATER PIPING z 0 r=
~ 1 I I 1 I I I I ~ 1 2"m X 4" LONG STAINLESS STEEL
I ' I 1 I I I I I I , - 3/B" X 1" FLAT BAR WELDED / GRATING SUPPORT ANGLE ~ EXPANSION ANCHOR BOLTS TO LONGITUDINAL BARS (3 EACH) w
2 FLOW i STOP INFLUENT SCREEN ' STOP i ~ FLOW 2 N O 2
68 12" DIP i GATE MECHANISM GA ~ ~ . 12' DIP 68 I I I I I 68 II _
I I I I I II d 4 ~ Q o
BYPASS I ' ' ' I GATE I I I , , , x a rs~~ ED
I I I I ' ' gypq~ ' NOTCH GRATING FRAME FOR SLIDE GATE A1E O
~ ' ' GATE , (TYPICAL) I 1~_0" I I I Z
I 1 I I I ' GRATING TO COVER ALL i i a"m FLOOR DRAIN
~ i OPENINGS OF STRUCTURE i i i i 3 ~ • 1 I I I 4 7/B" r 3 ~4 AT B" OCEW
I 1 I I 68 ~ o • 68 I I ~ FLOOR ' ' ' ' se U A
I I 1 I DRAIN + ' + I I I I I I I 1 I 1 i~ L• ~ a
I • , I I I I 1 I I 'A, ~r ~ m m ~ ~S (A u r
~ MANUALLY CLEANED ~ ~ ~ SOLD CONCRETE FlLLET ~ 1/4" TYPICAL ~ `p U ~ ~ N ~ ui
SOLID CONCRETE FlLLET I BAR SCREEN i i i i TOP AT FRDNT EDGE = 1'-8' ABOVE CHANNEL INVEA TOP AT FRONT EDGE = 1'-8` ABOVE CHANNEL INVERT ; ~ ' ' ~ TOP AT CORNER = 1'-10' ABOVE CHANNEL INVERT BOVE CHANNEL INVERT ~SSeq,P~\ 'A, W J ~ ~ x U ~ f CHANNEL INVERT ~a 4 S 9+ ~ o z r"
TOP AT CORNER = 1'-10' ABOVE GHANNELINVERT ' ' ' ' 1 I I I I I I I N~ 4~. ~ 2 ~ m o °i q,,~9 S9 `msg. \ ~ • Z w C; 9 ~ ai
--------------------------L--_-_1-__1-__-.--_--_-_-_----_____J ~i` > >5 \ ANCLE 1 1/2" X 2 1/2" X 1/4" X 1'-11 1/2' Q m o tii ~ a D!Wa~.cE
GRAIING FRAME ~2' ~ U ~ ~~L ~ r FABRICATE BAR SCREEN FROM TYPE 304 STAINLESS STEEL ~ C h u.
3'-0" ~0, C m
o.
8 1'-0' 4 A u d < u 40
68 d • t~ 0
o a c
n e ~ ~ C
ANGLE 2 1/2" X 2 1/1" K 3/6" X 2'-O" Q W 'MTH TWO (1) 1 /1"m X 4" STUDS
LAN VIEW 6" FROM EACH END ~ m U ca ~y N
1 , 1/2 = 1 -a" iU?~~~~
+ Oe`y r~
h~ m~N~j DETAIL -MANUALLY CLEANED BAR SCREEN ~ ~ ~ ~
4 1 ~ Goo=>~ 3/4 =1-0 a~zaE=~
0° maN
tf U " ~ m ~ ~

0

GATE SHALL BE 1/4` THICK TYPE 6061-16 ALUMINUM, GATE SHALL BE 1/4" THICK TYPE 6061-T6 ALUMINUM. 80TTOM EDGE SHALL BE BEVELED FOR POSITIVE SEALING. BOTTOM EDGE SHALL BE BEVELED FOR PDSITIVE SEALING.

I 2 REQUIRED (2 REQUIRED) ( ) V1
- D. 3 GUIDE FRAMES MALL BF. ONE-PIECE 1/4" TYPE 6061-T6 ALUMINUM EXTRUSION WITH ~ .D ~
I 1 I 1 FACTORY MITERED AND WELDED CORNERS. FRAMES SHALL INCLUDE AONE-PIECE ; ~ ~ ~ EXTRUDED POLYMER CHANNEL. LINER LOCKED IN1O THE FRAME, ® ~ ~
I 1 I , I + HANDSLOT PAINT GUIDE FRAME 'MTH BITUMASIIC PAINT WHERE IN CONTACT WITH CONCRETE. v ~y 3
I ~ 1 ,~P~ to ~ ~ ~ HANDSL01 a "
6~ I ~ I O y
~ y SCREENINGS CART ~ ~ O ~ ~ tt1 Q2
I y& c BY OWNER ' I ~ 1 I ~ ~ h 07 ~
~J ULTRASONIC tip d. w O O
~ LEVEL 5ENSOR ; INSULATE ALL EXPOSED 3 i 1 1/4" (;BALING WATER PIPING 1 1/4" GRAZING r7 ~ > a ~ a > > o ~ D°.
'n CUTOUT GRATING FOR ~ ULTRASONIG LEVEL SENSOR ~1 I a rn ~ ~ d ~ o
N ~ TOP ELEVAZION = 6425 v ~ m ~ I U 1n n dp 10' 1/4" SLIDE GALE - GUIDE FRAME % D m p
L - " I ° D. ~ r
V! ~ ~ II • ~ I M ~ O ~ q~
2'-6' FLOOR 2~_6• ? ~ C + DRAIN N ' O U ~ ~
~ 1 ' MAXIMUM WATER LEVEL / O ~ yC tt! ti.l I
o , 1 }w~~~ 8 ~~aZ~ o~
d' ' STOP s . POLYMER GUIDE ~ z Z ~ ~ ~ ~ ~
U7 GATE o" I ~ I , o~ ~ a I Fl'.OW 12" DIP i M STOP ' J tL`li. O ~ W W a 0: J Z - ~ 4. ~ fJ O I ~
0 w`~~ INV. = 60,75 , a GATE O Z ~ N O ~ C7 0 J t- O Q
0 - - ~ ' FLOW Ci O d t±. U ? W .
~ ae ~ i 12' DIP ~ ~ INV. = 60,00 1 1 z" o. 3 "u / °a ° Q ~ ~ ~ d
L?] a d e - U U w~ a o u1 0
I 1'-0" MIN. d ~ , a ~ e .
? d . . a ? Q - ee 1 ? ~ ? r ~ ~
t ~ i 1 Z ~ Q
U
- STOP GATE BYPASS GATE SLIDE GATE FRAA~ 0 5 ~ ~ ~ " 1 n ~
3 ~ N0. 57 STONE BEDDING 1= 1'-0 1= 1 -0 6= 1 -0 d
a z 9" Z U
E _ o d w
3'-6" A r ~ o ~ W z
N ~ ~
0~ QUI- s'-1" - GENERAL CONSTR~IC]'ION NOTES F- ~ Z
W p W
~ SECTION VIEW -INFLUENT SCREEN > 2 1'-1D" i'-4" 1. Concrete shall have a minimum compressive strength of 4000 psi of 28 days, z W
W ~ 2. Reinforcin steel shall be Grade 60. W
O g rx ~ o C1'- 1-0 1 -D" 1'-0" ~ W
r d' 3. Watersto s shall be installed at ail construction ' ints. ~ W P !o uj ~
~ 1 1/4' GRATING 1 1/4" GRATING 0) 4. All exposed concrete edges shall be chamfered 3/4". ~ W
c0 M d, N O ~ I I _ d.u ? ? ' ' S~ ~ Q W ~
+ ~ ~ ~ 5. No. 57 stone bedding shall be provided under the entire structure. Bedding shall be o ~ (1! Q { M 11 ~ /
' " M ~ i ? • • i i N ? AT 12" oC ~ minimum of 12 thick and shall extend beyond slab a minimum of 12 W ~ W ~ N ' Z (TYPICAL) a 6. The influent screen mechanism shall be asemi-cylindrical sewage screen in accardonce
MANUALLY CLEANED DRAIN ' I ~ ~ d ~ ~ BAR SCREEN ~ ~ , I I 1 with Section 11331 of the SPECIFICATIONS. " ~ W
y I I I I . Q V ? I I I 1 Z ~ Z + n ~ o
...1 r t ~ ~ I i' ? 4 1 I I 1 •I d. I I I I a a " I
r' I'r) d' I. I i r ? a 'v Z I Z
Q I I I I I I I + ' d ;4 E ;4 DOWELS AT 9" OC + 8" ~ r
~ N ~ ~ I . ? 1'-0 ~ ~ , , BYPASS ~ , BYPASS I 1-0 HORIZONTAL ' Z e TYP. I' (TYPICAL, WATERSTOP + . ¢ o
~ C7 ; GAZE , ; GALE ~ N i i i ~ (TYPIDAL) Z Q
I 1 1 X M I ~ ~ ~ + ~ ~ ~ ~ ~
~ U rn + ~ ~ ~~1Yluullllrr/! t~11 Unlr ry ~ ~ Q ~
D G1 I . ? ? d 4 . A • ~ ~ • d
~ y T o ~p,,,,~~l~ll,,,,q,r ~ ~It
Q+ ~ T - d • ? I
#5 AT 9° OCEW Q Uv ° Ii : -L -71 v r %IV 'yes' w O a 2 = 7T
x z 00 EAL g : SEAL = :f q U
O CO 1972 = 28431 z
0 p NO. 57 STONE BEDDING 3 Q. °_2' IJJ ? O'
U-
W. oc ~>>I 111111111111 ~h 1111111III
C SECTION VIEW - MANUALLY CLEANED BAR SCREEN SECTION VIEW - STRUCTURAL
p a 3 1/2"= 1-0 8 1/2 = V-0-
OJO. SHEET 68 OF 114