20061223 Ver 1_Site Plan_20060809

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COMPLETE TOP AND NOTE. COVER BOTTOM j i i
SLIP EXTENSION WEIGHT LENGTH T LENGTH VALVE BOX SHALL BE CHARLOTTE WEIGH WEIGHT UTL-274, VALV BOX OR TYLER E S T N TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK,
A TYPE INCHES POUNDS INCHES POUNDS INCHES POUNDS PIPE SERIES 6 55. EXTENSIONS A T Y DIVIDE .THE TOTAL FORCE BY THE BEARING VALUES OF i
461-A 1$-24 60 10 35 15 25 SHALL BE CHAR OTTE UTL-281 A 1 P 0 I A R P 562-A 24-36 80 16 45 24 35 OR TYLER PIPE SERIES 6855. H UST .R P SSU THE SOIL. THE QUOTIENT WILL BE THE SIZE OF THE
564-A 36-48 92 16 47 36 45 ' I 664-A 39-60 106 26 63 36 45 ~ TOTAL POUNDS BEARING AREA OF THE THRUST BLOCK IN FEET. KI G APPROXIMATE VALUES FOR VARIOUS TYPES OF SOIL ARE
~ 3~8 3~ 8 ~ LISTED IN TABLE.
I NOM. 7'2 ~ DEAD ~ o 5 PIPE 90 45 22 1/2 ° 11 1/4° 22 1 /2 -
DIA. END BEND BEND BEND 61~ 51'2 4 BEND END NO RESPONSIBILITY CAN BE ASSUMED FOR THE ACCURACY
'E 4" 7 2, 00 3,800 2,100 1,100 5 1 ' ` OF THE T S . , Q2 ~ DATA IN HI TABLE DUE TO THE WIDE 1,100 530
1 u I, 2 s, j~ 6 5,600 8,000 4,300 2,200 ' VARIATION OF BEARING LOAD CAPABILITIES FOR EACH 2,200 1,100 ~ j , SOIL TYPE
22 2s I I „ 33~q ~ I 8 9,700 13,600 7,400 3,800 3,800 1,900
s, A ~ I ' E „ 6 s I 10 14,500 20,500 1 ,
i~ 1 100 5+700 15 A ~ ~ 12" 20,500 29,000 15,700 8+ 5+700 2,900
24 , ( 000 8+000 4,000 ~ 3 0 ' " , ' 1 l THRU LINE CONNECTION, TEE BEARING LOAD
q ~ 36 ! i s t 14 27+600 39,000 21,100 11,000 ~ ~q I I I 14 t 11, 000 5 + 400 4 . O . 2) THRU LINE CONNECTION, SOIL lLB./SQ.FT.) • ~
~ I ~ I „ ~ 16 35+700 50,400 27,300 14+000, 14+000 7+000 CROSS USED AS TEE • ,
I I I I 1715~IS A ,~1___ l~ 18 44,800 ~ 63,400 34,400 17,500 3) DIRECTION CHANGE, ELBOW MUCK ...................0 17,500 8,800 4) CHANGE LINE SIZE, REDUCER SOFT CLAY..........1,000
~ ~ ~ ~~i 10 ~ ~ t j A 20 55,000 77,800 42,100 21,500 5 21,500 10,800 _ ) DIRECTION CHANGE+ TEE USED SILT ...............1,500
16 I i I I ~ I „ O 1 ~ AS ELBOW SANDY SILT.........3,000
24 78,500 111,000 60,000 31,600 26 I I I ,I I ~ I „ 31600 15, 400 6 ' 6) DIRECTION CHANGE, CROSS SAND ...............4,000 y' R »a» ,a
~ 30 120,60 17 ,6 I E I E E 0 0 00 92, 300 47,100 I, 0 8 2 I I 47,100 23+600 y~• ~ USED AS ELBOW SANDY CLAY.........6+000
1 4 X 45 ~ GUSSET I t I ,t 36 172,800 244,400 132,300 67+500 ~ 7) DIRECTION CHANGE HARD CLAY..........9,000 67+500 33,900 ,l
4 REQUIRED I ~ I ' 30° „ 90° APART I ~ I IE 42 233,300 330,000 178+600 91,000 I ~ I 91,000 45,700
~ I E I 3 2 .,I 48 304,000 430,000 232,700 118,600 .l . 11$,600 59,600
I ~ I ;I o 45 54 384,100 543,200 294,000 149+000 is 149+000 75,300 7
r
6~~4 3, 516 I~8 8 516 5, 4 8 ~
7 6516 812
10 i7
1014 d d
i i
f 1 t 9
2'- 6" MIN FROM TOP OF SLOPE
OR EXTEND TO RIGHT-OF-WAY 6'- B" WHICH EVER IS GREATER MINIMUM 6'- B" MINII+dIq
DEPTH PAVEMENT FINISHED GRADE DEPTH
DITCH STREET RIGHT-OF-WAY METER eoX 1'0" )X INTER AND BOX FURNISHED .q ~ BY GREENVILLE UTILITIES
OR AS NOTED ON PLAN ~ S METER STOP
' BRICK SUPPORTS t4 EACH 1 FIRE HYDRANT 2a" MIN KEEP LINE HOUSE SERYICE BY OTHERS
tPUMPER NOZZLE TO 8E PERPENDICULAR TO STREET) COiENCrHEnslEnuREO"G SLACK SERYICELINE ' CORPORATION STOP
o NOTES . WATER NOTES:
ELEVATION AS MAIN tt) METER BOX TO BE INSTALLED BY SERVICE CO) SHOWN ON PLANS t2) SF~RYICE SADDLES SHALL BE USED ON ALL WA1 0 BY SERYICE CONTRACTOR. USED ON ALL WATER LINES
(1) C/L TO BE PLUMB. IF ADJUSTMENT IS a AND SMALLER IN DIAI~TER. (3) SERVICE SADDLES SHALL ALSO BE USED ON 6' ER. " SO BE USED ON 6 AND LARGER
NECESSARY AFTER PRESSURE TEST, PYC WATER MAINS WHICH DO NOT MEET THE RE OF AWWA C-900. CLASS 150. RETESTING MAY BE REQUIRED BY G.U.C. t43 MINIMUM COVER OVER SERVICE LINES SHALL E i NDT FEET THE REQUIREI~NTS i, CE LINES SHALL 8E 24".
18"MIN. t5) INTER BOX SHALL NOT BE INSTALLED IN SLOE TYPICAL VALVE BOX NSTALLEO IN SLOPE OF DITCH.
24 MAX. tSEE DETAIL) (2) VALVE BOX SHALL NOT BE INSTALLED u IN CURB AND GUTTER. TYPICAL 1 WATER .SERVICE
FINISH GRADE NOTE:
1 • v rr ! STANDARD 1 SERVICE TO SERVE AS BLOW-OFF. THIS CANNOT BE I
v.v.v, .v USED AS A CUSTOMER CONNECTION
PROVIDE ROCK POINT. ANGLE STOP TO BE PLACED 1" REVERSED IN THE METER BOX TO
SPILL AROUND LOCKED RiW WEEP HOLES HYDRANT TEE A TYPICAL SERVICE. O 2 SOLVENT
METER BY GREENVILLE ~ WELD CAP 2 PVC WATER LINE
WATER MAIN UTILITIES CORPORATION . 6"- 8a '
v, v 6" PIPE MINIMUM DEPTH
° v ~ CURB v ~ -
NOTE • ,ra ,t s,~. ° • , ~ ° GATE VALVE , _
I INTER BO% FURNi: UNFORMED SLOPE TOP OF CONCRETE +4" BY THE UTILITY Ct fER BO% FURNISHED THE UTILITY CONTRACTOR
CONCRETE TO PROD I DE DRAINAGE I METER STOP
FROM HYDRANT DRAIN. (BRICK SUPPORTS (4 EACH HOUSE SERVICE J KEEP LINE BY OTHERS PLASTIC SERVICE TUBING SLACK RVICE S I
LENGTH AS REQUIRED ' CORPORATION STO ' i
WATER MAIN o
5 BEHIND CUR NOTES: a t 3
I tt> TER BOX TO BE INSTALLED BY SERVICE CONTf ' ( t2) SE~RYICE SADDLES SHALL BE USED ON ALL WATEf ~ SERVICE CONTRACTOR. :D ON ALL WATER LINES
I 4 AND SMALLER IN DIAMETER. t3> SERVICE SADDLES SHALL ALSO BE USED ON 6'" ! ~ PVC WATER MAINS WHICH DO NOT MEET THE REQI " !E USED ON 6 A D LAR ER N G f h~ET THE REOUIRENENTS
OF AWWA C-900. CLASS 150. t4) MINIMUM COVER OVER SERVICE LINES SHALL BE a .INES SHALL BE 24". a

(NO SIDEWALK)
I i I
I I
MANHOLE RING '
i AND COVER
TOP OF PAVEMENT FINISHED GRADE (SEE NOTES) NOTES.
" 1) WHEN INSTALLED IN PAVEMENT
2 0 ~~2" GROUT ~ MANHOLE TOP SHALL BE FLUSH
1-GRADE R NG WITH PAVEMENT. MAIN TYPE CONNE TION I C COMMENTS 1-STEEL SPIDER ASSEMBLY AS SHOWN
TYPICAL MANHOLE STEPS (SEE NOTE) TAPPING IN ACCORDANCE WITH THE MANUFACTURERS RECOMENDATION~ " 2 ) THE DISTANCE FROM THE TOP aeS TRUSS SADDLE M1N. 4" N0. 57 STONE REO'D. UNDER THE CONNECTION. (@ 16 0/C ) REQUIRED PER JOINT OF D.I.P. FARBICATE RECOMENDATIONS. INE CONNECTION. AFTER BORE IS COMPLETE. CONSTRUCT
OF MANHOLE RING AND COVER Pvc TRUSS GASKETED IN ACC~tDANCE WITH THE MANUFACTURERS RECOMENDAT[ONS RECOMENDAT[ONS. SPIDERS AS NECESSARY TO PROVIDE INE CONNECTION.
AND F I N I SH GRADE MAY VARY WYE MIN. 4 N0. 57 STONE REO D. UNDER THE CONNECTION. PRECAST SEE SPECS PVC SOR 35 GASKETED IN ACC~tDANCE WITH THE MANUFACTURERS RECOMENDAT[ONS FOR JOINT WIDELY. (SEE PLAN) WYE MIN. 4 N0. 57 STONE REO D. UNDER THE CONNECTION. RECOMENDAT[ONS. STEEL DESIGN SLOPE THRU CARRIER PIPE. fHE CONNECTION. ENCASEMENT PIPE
ECCENTRIC CONE R/W REQUIREMENTS NOTE: YW (1 MIN. CLEARANCE}
DEPTH VARIES 3) EXTEND PIPE INSIDE MANHOLE AS REQUIRED CLEAN-OUT TO BE SET 1 ` TO 3' ABOVE FLEXIBLE SLEEVES AT WALL 2 DEPENDING ON P I PE FINISH cRaoE.
POINTS OF PIPE ENTRY. tSEE PLAN) SIZE. „D„ 1" MIN STEEL ENCASEMENT PIPE - CLEARENCE, 8" X3~g' THICK STEEL PLATE
(SEE SPECS,) 4) MIN. {1) GR DE ' CENTERLINE OF ~ TYP.
GROUT A RING REO D. IN NON-PAVED AREAS. NO CHANNEL ~ CURB AND GUTTER FINISH GRA FINISH cRA SANITARY SEWER STEEL PLATE SHOE DE ( D. I , P. REQUIRED ) ~ ~
GRADE RING REp D. IN PAVED ~ ~a 4 PRECAST BASE PAVEMENT R~, F ~„`a~`'~°~: SANITARY SEWER ~ r~... r ~,n, ~ r~
(EX SLOPE (1 PER 12 ) AREAS EXCEPT AS NECESSARY . ~ • ~ , ~°a~ ~ , ~ ~ ~ ~ ~ ~ , TENDED BASE SECTION TOM T F ~ • ~ .,P,~~~~,~ ~~~~„a•e ~ ~ FOR MANHOLES GREATER EE WISH ELEVATION. ~~x~ . d (D.I.P. REQUIRED)
, „ 3' TO THAN 12 DEEP ) 6 DEEP ~ 5) NO MORE THAN (2) GRADE 3' TO 5' DEEP 3 ~i „ ~4 DIA. x 4 LONG
~ i MIN. COh~INATION WYE „ R I NGS SHALL BE I NSTALLEQ. SCH 40 PVC DWV SEWER SERVICE PIPE AND ~~e BEND ENCLOSE WITH/8 BOLTS W/HEX NUTS #57 STONE
4000 PSI CONCRETE 6 e ~.ox MIN. GRADE fASTM D-2665. D-1785) BRICK MASONRY 2 EA. SIDE OS SPIDER WEEP
12 MIN. CRUSHED tEs 100% COM ®T 0 ® « vas AGGREGATE BASE ~ o PIPE SIZE D HOLE CONTINUOUS WELD
SCH 80 PVC ~ 1 , , LESS THAN 20" 4' - O" ADAPTER C~lPLING 22~~~ BEND ~ CASING SECT ON ~ BOTH SIDES tTYP.)
/ STUB OUT t PAST W ~ " ' _ " INSTALL SOLVENT WEl 20 OR GREATER 5 0 22f,~ B OUT t' PAST WYE AND 'ALL SOLVENT WELD CAP NOTE: ;
" ' _ " c #1b7 STONE UNDISTURBED GROUND 30 OR GREATER 6 0 + TO BE INSTALLED ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS iALLED COATED AFTER FABRICATION.
( ) ~ UNDER SERVICE PIPE ~ SEE ABOYE CHART VICE PIPE
e STEEL ENCASEMENT TO BE INSTALLED IN ACCORDANCE WITH PLAN, ALL REVISIONS
SAN Y S WER SERVI D TA L END ELEVATION T A L AND MODIFICATIONS REQUIRE PRIOR APPROVAL.
tN0 SIDEWALK)
G I
NOTE: f f
INVERT FOR SERVICE LINE IN MANHOLE OLE i § i
MANHOLE RING HANDLED SAME AS CARRIER PIPE.
AND COVER r'`
FINISHED GRADE (SEE NOTES) TOP OF PAVEMENT NOTES: STEEL TROWL FINISH
2'_ 0" ~ « - 1) WHEN INSTALLED IN PAVEMENT 1" PER 1 FOOT ~ ~2 GROUT MANHOLE TOP SHA B FLUSH i i
LL E 1-GRADE RING WITH PAVEMENT.
TYPICAL MANHOLE STEPS (SEE NOTE)
2) THE DISTANCE FROM THE TOP (@ 16 0/C ) OF MANHOLE RING AND COVER .E-' ~ ~ i
SEE SPECS FOR JOINT REQUIREMENTS ' AND FINISH GRADE MAY VARY ~ PRECAST (CONCENTRIC ON LESS THAN 12'l ~ FINISH G RADE
WIDELY. (SEE PLAN) ' ~ ' ECCENTRIC CONE ~
• DEPTH VARIES 3) EXTEND PIPE INSIDE MANHOLE v, v, a, v, ~ . ~
FLEXIBLE SLEEVES AT AS REQUIRED WALL 2" DEPENDING ON PIPE POINTS OF PIPE ENTRY. (SEE PLAN) SIZE. / F I NAL ~
(SEE SPECS.) "D~~ BACKFILL
4) MIN. (1) GRADE RING REO'D. GROUT IN NON-PAVED AREAS. NO i
CHANNEL -WAY OR 4 GRADE RING REO'D. IN PAVED OR 4-WAY SPRING ~ ~
SLOPE (1" PER 12") AREAS EXCEPT AS NECESSARY AIGHT IN SEC ION I ~ 1 -Q C INITIAL... LINE SELE T i C
PRECAST BASE TO MEET FINISH ELEVATION. NOTE: BACKFILL BACKFILL i WATER
~ 5) NO MORE THAN (2) GRADE ~ ~ ACCURATELY SHAPE THE INVERTS TO A SMOOTH SEMI-CIRCLE CONFORM i_E CONFORMING TO THE DETAILS
„ RINGS SHALL BE INSTALLED. 4000 PSI CONCRETE-? 6 INSIDE CONTOUR OF THE ADJACENT SEWER SECTIONS. ALL ENTERING E HAUNCHING ~ _NTERING BRANCHES AND GRANULAR EMBEDMENT ZONE
„ CHANGES IN DIRECTIONS SHALL BE FORMED BY A CIRCULAR CURVE IN 12 MIN. CRUSHEQ 0 100~o COM A T 0 OF AS LARGE OF A RADIUS AS THE SIZE OF THE MANHOLE WILL PERM1 CURVE IN THE INVERT „ (N0. 57 STONE BEDDING) WILL PERMIT. CHANGES BEDDING (4 MIN.) ~ ~®~.~~®l~T]E ~~T~~~V~~~®l~ ~H.~~~ ~
AGGREGATE BASE ° ° o o ° PIPE SIZE "D" IN SIZE AND GRADE OF THE CHANNELS SHALL BE MADE GRADUALLY AN[ )DALLY AND EVENLY. THE (MAY NOT
LESS THAN 20" 4'- 0" INVERT CHANNELS SHALL BE FORMED DIRECTLY IN THE CONCRETE OF 1 ~ rr r « CRETE OF THE MANHOLE FOUNDATION , BE REQ D.) STONE TO BE THOROUGHLY HE FLOOR OF THE MANHOLE ~ ~ ~ u u ~ ~ u ~ ~ u ~~~/~i/~
~ 20 OR GREATER 5 - 0 BASE OR SHALL BE BUILT UP WITH BRICKS AND MORTAR. THE FLOOR « OUTSIDE THE CHANNELS SHALL BE SMOOTH AND SHALL SLOPE TOWARD 1 UNDISTURBED GROUND 30 OR GREATER 6 - 0 E TOWARD THE CHANNELS COMPACTED UNDER PIPE CAR® WINTERVILLE TOWNSHIP PITT COUNTY NORTH .CAROLINA
NOT LESS THAN ONE INCH PER FOOT, NOR MORE THAN TWO INCHES PEF INCHES PER FOOT. ~~~0''•OF a•''••; % OWNER KENNETH SMITH oESICNEO: wKM
®e~ ® i SEAL
I Y IP ADDRESS 3815 EMMA CANNON ROAD
PVC R SS IP #PE168~3 ~ DRAWN: JNT ~ AYDEN, NC 28513
°••FN ~~,.••c~~~ PHONE PHONE [phone] APPROVED. WKM GIHti ° QQ'~
'~,~~,,~4~ K• Mp,`
MAZPASS & ,ASS®CIATES DATE: 2/10/06
..~~~ey~ 1645 EAST ARLINGTON BLVD., SUITED SCALE:
GREENVILLE, N.C. 27858 NTs
WILLIAM K. MALPASS, P.E. 16823 [phone]
SHEET 6 OF 6
M, ~tl n Z00_ 799~P~76 Reed Branch, Church & Loft ~ n (W ~ nterv ~ I l e l Kenneth Sm~ th 776con- h1. d n 9 ~P P y ~P P 9
1`26:59 PM 8/8/2006
~w. _ ~ r.p~ ~x~ ~r:» ~ ....~,.a. ~ ti.R r~..~~,M ~m,_ ._A~. _ _ _ . _ _ ~ _~y - . _ a e _ ~~~s ,~r - - , m. ~ - ~

i
Y CAPITOL FOUNDR ~
EI-840.03 PATTERN N0. 1I523
OR APPROVED EQUAL , USE ON FRAME GRA NOTES: =RAME. GRATE AND HOOD NOTES.
E FLAT GRADE » » 6 8 6 » #4 V BARS » » » 2°~o AND UNDER r X „ 1. SEDIMENT CONTROL STONE „ 1 ) MORTAR JOINTS ~~2' ~~8' THICK CLASS "AA" CONCRETE TO BE USED. RDL STONE SHALL BE N0. 5 OR N0. 57.
3 6 #8 W BARS EQUALLY SPACED » 12 EQUALLY SPACED ; 2 „ 3 - _ _ - 12 2. WIRE MESH SHALL BE HART LL BE HARDWARE CLOTH 23 GUAGE MIN.
S 1 - - - 2 BACK OF CURB [ 2) THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. AND SHALL HAVE {~a INCH B E )~a INCH MESH OPENINGS.
_ _ _ DEPRESSED 1 Y Y t' _ _ i A 8 i iii GUTTER LINE 3 , 8" 8" 3. TOP OF WIRE MESH SHALL 3) ALL CATCH BASINS OVER 3 6 IN DEPTH SHALL BE PROVIDED IESH SHALL BE A MINIMUM OF ONE FOOT BELOW OR ANY DIVERSION POINT.
H R ~ R 4 » ~ ,rn 3-0 3-0 B H' » THE SHOULDER OR ANY DID WITH STEPS 1 2 ON CENTERS.
U BARS - [ F i iii EQUALLY D 4. STEEL POST SHALL BE 5 f 4} CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO 1.5 FT. DEEP MINIMUM, i ALL BE 5 FT. IN HEIGHT, BE INSTALLED MINIMUM, AND BE OF THE SELF-FASTENER
SPACED ~ 6 : BRICK WILL BE PERMITTED. 6 , , ANGLE TYPE. 00
T N L X 1 ,1 J! l - N 5) FOR 8 - 0 IN HEIGHT OR LESS USE 8 WALL. OVER 8 0 IN 0 0 5. WOOD POST SHALL BE 6 F' .LL BE 6 FT. IN HEIGHT, BE INSTALLED
NORMAL CURB AND GUTTER ON LIGHT GRADE S „ HEIGHT USE 12" WALL TO 6'- 0" FROM TOP OF WALL, AND 8" o p TO 1.5 FT. DEEP MINIMUP THE REMAINING 6'- 0" p 0 EP MINIMUM, AND BE 3 INCHES IN DIAMETER.
3 SECT AN WALL FOR o O N X- X 0 0 6. POST SPACING SHALL BE ~ SECT 00 SHALL BE A MAXIMUM OF 4 FT.
S 0 O 6} LEAVE WEEP HOLES AS DIRECTED BY THE ENGINEER. 00
» „ 0 0 0 °0000°000 O~ 000°
5 0 5 0 00 0 0 ®°00004000°OOoo°®
~ I I E ` FLOW 00 0 0
#8 W BARS o 0 0 ®o 00 00 0
0 ,p•P, v• r• , v, v 6 z " 0 a• rQ. r r. 00° .ro Y o . •
#4 V BARS 12 DEPRESSED CURB LINE 6„ DEPRESSED - H E...B o 0 v J~ v' v oo ~ ®0
4 U BARS CURB LINE 1 • A D, r. „ STEP „ 0 O 0 0 000
Hz PAN r .S 8 8 0 v 6 s „ 0 0 H 8 p r• 00 °
H 1 " I ~ ' ~ o B r• r, r• 0 0 0 0 .r 0 ~
0 R- R 2 CURB AND GUTTER W/CATCH BASIN S ON STEEP GRADE OUTLET D i ' ' STEP E 0 O v; y J, u 0 0 a e c 0 p , 0 0 O v Op . 0
T T 6 ? • E H o r D Q! p•r p • t p~ p•r•o; 9 ~E Oo r 0 0
H, NORMAL #4 "GUTTER H p D ® WIRE MESH 0
. „ „ USE ON 10 6 U BARS LINE 0 a C 0 0 0 4 WIRE MESH iH 0 0 0
» GRADE MAX _ EQUALLY Y Y 6 OVER • . oQo , . 0 0 ® ®00QO ®°O 0 ~ 0®00000
SPACED 2% AND 3 3 n = » ® 0 0 1/ 11 4 ® o 0 0 0 °0 0Q0 0® d0 0 0 0 ®0 0 0 ®000
6 - 6 6 6 o 0
• ~ _ ~ _ DEPRESSED GUTTER SINE a • N J- SC 0 0 0 - - TION LEVA o ID S M LV I M ND SECT ON N J 0 SE NOT FOR E E 4'- 0" R
12" 5' - 0" " WHERE 30" ,1 0 0 " 54 PIPE IS USED 0 POST DESCRIPTIQN WHERE 30 TO 36 PIPE IS USED WHERE 42 TO o PTIQN MAXIMUM
F 12 00 0 , POST 2' SPACING
0 2 0 SEDIMENT
- VATION EL S S CONTROL SEDIMENT
NORMAL CURB AND GUTTER E- ON STEEP GRADE STONE E 2~ FLOW CONTROL
0 FLOW E FLOW STONE 2' ~ ~ 12"
I I ?a i I ~ I J ( ~
DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN I i I ( ~ ~ ' AVERAGE BOX
N ORCEMENT BRICK MASONRY DIMENSIONS OF BOX AND PIPE COVER REI F CUBIC YARDS J I - • • AVERAGE BOX • • J I B J 1:__ DIMENSION r~ , DIMENSION
DIMENSIONS RS-U BARS-V BARS-W TOTAL OF CONCRETE IN BOX H' i PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT BA i I A 1.5' VARIABLE 1.5' VARIABLE 1.5' 2.0' 6,,,; 6 I ~ 6 r,
' H2 E F L NGTH N0. L N0. L LBS. TOP SLAB FLOOR TOTAL CU. YDS. PER FT. OF HEIGHT F D A B C G MIN H NO E I F M I M I A F i B 6 6
15" 3'- 0" 2'- 2" 2'- 6" - 0.281 0.281 0.802 I , » 0.321 i 18 3 - 0 2 - 2 2 - 10 - - 0.281 0.281 0.909 , i FILTERED FILTERED WATER
ABOVE MINIMUM H 24" 3'- 0" 2'- 2" 3'° 4" - - - 0.2$1 0.281 1.070 4T-- WATER I
» » » r_ » n 1'- 6" 3 4'- 1" 3 4'- 1" 45 0.147 0.374 0.521 1.306 30 3 0 2 2 3 4 3 2 1 10 4 4 4 I i I I
» ,r w » 4'- 1" 3 4`- 1" 49 ,.0.187 0.415 0.602 1.5$6. 36 3 0 2 2 3 10 3 8 ~ 2 4 4 4 4 2 0 4 „ » r_ a „ » ~ » » „ 0.321 I 4
42 3- 0 Z 2 4 5 4 4 tip 2 1 3 6 4 1 9 3 3 3 3 3 3 38 0.135 0.373 0.508 1.811 z » r » r n r » , » Q` , » , » , n , n , n ABOVE H
48 3- 0 2- 2 5- 0 4- 10 ~Q 2- 8 3- 6 4 2- 6 4 3- 3 3 3- 3 40 0.173 0.410 0.583 2.146 » » » r_ » » » n » n 3 3'- 3" 48 ' 0.211 0.448 0.659 2.510 54 3 0 2 2 5 7 5 4 3 3 3 6 4 3 0 6 3 3 A PLA ~-Y SECTION A-A •
NOTE:
UNITED STATES FOUNDRY INSIDE BOX DIMENSION 2 x 3 JAL FLOW MULTI-DIRECTIONAL FLOW
USF 4105-6220 FRAME ~ GRATE OR APPROVED EQUAL
FINISH GRADE r r r•r r. ~
'0 + i ' r ' r •
i ii
STORM PIPE o P 0 0 0 DRAIN ~ o /t o,
0 0 0 0 0 CJ 24"
_ o g Oo o ~ „ „ a
CLASS B o A ~ _ RIP R Po 8" BRICK WALL S DIMENT TRAP TYPE "C" INLET E
- ~ 8 8'- 0" MAXIMUM
QO OO 5' SO t TYP) TYP 0 0 0 0 0 0 TYPICAL SPACING 8 0 PIPE 3000 PSI
0 0 0 FLARED END o o ~ o CONCRETE SLAB
e 0 0 SECTION 3
r. r. r, .•r, • „ ~ .p r ~ •p r ~ ~.p r V r
SILT FENCE STEEL OR 8 r r r r SILT FENCE • • . • . r. • r• r•
A W000 POSTS A 0
s ~ 1 a 3-10
RED END FLA 0 0
SECTION i
~0 WIRE
FABRIC ~ 0 SItT FENCE
F(~ GRADE VARIES
W ~ ~ I O , NE / I ~ 0 0.02IMIN. )
~ o ~ o. „ - ~ s ~ 0.081 MAX. ) 0.04INORM.) r
\ o CLASS B . ~ s SID AtK t5 5S . A B
PLAN VI W , RIP RAP . ~ ' \ ~i li ~i ~i Os ~s ~s i ~i ~ i i ~i a ~ UTILITY STRIP
/ / ~ ~ ~ II FILTER ~ ~ r-SEE TEPTI II II - II II SEE TEPTION A-A ( ( I I DROP CURB 0.O11MIN.) STANDARD 2,UETECTABLE 0.04tMAX.} ~4°
i / e ~ 1 ~ FOR .Y. IC FABRIC STEEL OR WOOD POST t TYP) ~ ~ FENCE INS FOR .Y. ICA_ SI_T ~ ~ ~ ~ FENCE INSTALLATION. CURB d GUTTER OR xA LNG s 0.02fNORM. ) ROLL CURB
tMAX. 8'- 0" 0/C SPACING) d P i SEE PLAN I
. EROSION TYPICAL POST SPACING Q°51 ~;5'~~' IN4~ X \ 1Z:1 MAX. HAht'
WIRE i I CONTROL SEED BED PREPARATION
FABRIC FABRIC 3 0" ERO! EROSION ~ SECTION B-B A~
HEIGHT I I CON' EXCEPT FAB CONTROL ~ LIME -------2 TONS/AC. FABRIC ~
AROUND INLETS ~ I 10-10-20 --------------------------------1, 000 LBS. /AC. ° SIDEWALK s'-a" a'-a" s'-o" TOP OF
6„ 0-20-0 500 LBS. /AC. ~ " ~ STRAW MULCH 2 TONS/AC. ELEVATION ~1RUamaN oR"~ 1~usiita~ CURB c~
MAX HEIGHT I 3`- 0" AT INLETS I I UNLESS 3 0 ~ UNLESS ~ (AFTER SEEDING l PSQ~p~,t
TO ALLOW I I OTHERWISI FOR OVERFLOW I I FILL NOTED OTHERWISE ~ STEEL OR~WOOD POST NOTED (MAX. 8 0 o/c sPACINCI ASPHALT TACK 200 GAL. /TON
u I ( WITH ON PLANS I~p EXPANSION JOINT i i EARTH ON PLANS ~ OF MULCH Q' VARIABLE SLOPES NOT UTTER TO EXCEED 12:1 18.33x1
F1 FILL , SEEDING MIXTURE SECTION A-A
S~ W1 r a r, ~ / EAI r r ~ ' - 0" WITH ~ EARTH ~
~ ) ~ { / I li M r i ~ (FEBRURARY 1 -AUGUST 30)
N e 0 f r I I I I 1 0„ ----------------------------_50 LBS./AC. TALL FESCUE ISOMETRIC VIEW
I r I I I 11'- 0" ''J f ~ I i s PENSACOLA BAHIAGRASS -10 LBS./AC. EXPANSION
I r r I TYPICAL i f 5' I I DROP f I - ~ 3~ 0 I( INLET I I ~ ~ KOREAN OR KOBE LESPEDEZA (SCARIFIED) 50 LBS./AC. ~ A I I NOTES: JOINT NOTE: A PORTION OF ONE OR BOTH RAMPS MAY EXTEND OUTSIDE THE RETURN.
MAN OR RY ( ( CATCH I I 1'- 0"I ( I { (MAY 1 -AUGUST 31) 1. DETECTABLE WARNING DOMES SHALL VING DOMES SHALL COVER 2'-0' LENGTH AND FULL WIDTH OF THE
~ BU I I M I BASIN I I N I I I ~ ~ RAl~' FLOOR AS SHOWN ON THE OE' TALL FESCUE 50 LBS /AC 2. OBTAIN 70x CONTRAST VISIBILIT' 113 0 SHOWN ON THE DETAILS. ~.p" JOINTSION IRAST VISIBILITY WITH ADJOINING SURFACE EITHER LIGHT-ON-DARK .
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MALPASS & ASSOCIATES DATE: 2/10/06
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~ ~ f ~ ..fitt.... ._m.,.~,q o i r ~ ' 4 °E ~ i 3 lI ~ ~ ~ ~ NOTES:
. L- x.-_ ~ R ~ x~ ~ ~ ~ , ~,~«~"<'g ` ~ ''~a~ J4~,, yyw ~ / `,,tea x,u~ sF ` r ~ i ~fg ~ iS ~ ~ i ~ i ~ I) ~ ~I i E ~ ji i 11 AN APPROVED EROSION CONTROL PLAN WILL BE REQUIRED PRIOR TO CONSTRUCTION.
~ 4~ ~ P ~ 1 P ~ ~ 1 I ~ ~ i 4 ~ ~ ~ 21 PROVIDE A GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ALL SLOPES
( ~ s ~ i ~ t i~ ~ ~ WITHIN 21 CALENDAR DAYS FOLLOWING THE COMPLETION OF ANY PHASE OF
P 11 t e /_d /G~d ,/fit l ~ ~ ~ _ ~ e ~ GRADING, AND ON ALL DISTURBED AREAS WITHIN 21 CALENDAR DAYS FOR ALL CONSTRUCTION ACTIVITIES.
~ ItM S .,r ti / ,
~ 0Y ~ p1 ~ u dASS fES ~ ~ 31 CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH RUNOFF PRODUCING EVENT.
rrlr11r112Z f 1 5 ~ AT FIBIr1.2416 Q ~ t FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY
RESULT IN ISSUANCE OF A STOPWORK ORDER OR CIVIL PENALTIES UP TO $5000.00 PER DAY OF VIOLATION.
~ ~r ~ ~ e ~ ~ f - 3 ~ t t ',,p
~ r~ ; , ~ 4) THE PITT COUNTY ENGINEERING DEPARTMENT RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS
~~"'•x.... ~ / ~ ~ IMPLEMENTATION PROVE TO BE INADEQUATE.
~ T ~ ~ a r. ~ t ~ , p ! ~~a ti;i ~ 'a '1 "way", ~ i~~ ~ f' 1 51 ELECTRICITY PROVIDED BY TOWN OF WINTERVILLE. ALL UTILITY LINES WILt BE
~ = F, ~ ~ ; rt ; Dfi~ ~3~0~ ~ 66 UNDERGROUND.
61 WATER AND SANITARY SEWER SERVICE BY THE TOWN OF WINTERVILLE.
TI UTILITY EASEMENTS ARE 5'EACH SIDE OF THE WATER MAIN, INCLUDING METERS
AND FIRE HYDRANTS.
o~ P M ~ ~ ~ ~ ~s 5~ 8) TOPOGRAPHIC SURVEY PROVIDED BY PARKER AND ASSOCIATES LAND SURVEYING.
o e ~ ~ a • • ~ ~,~....M , ~ ~ , /i i ~ ~ ~ s. ~ ~ 1. > ~ ~ 91 THE TOWN OF WINTERVILLE REQUIRES THAT A MINIMUM 5'DRAINAGE/UTILITY
`Ia ~ 71 .~'j ~ap ~ 'bye 1 ~ _ `y t ; ~ r ~ ~ ~ EASEMENT BE GIVEN ALONG ALL FRONT+ SIDE AND REAR PROPERTY LINES.
' i ..w- G C~ ~'s I~OIEO A. 11 l CONTRACTOR MUST NOTIFY ULOCO AT 1-800-632-4949 A MINIMUM OF 48 HOURS
11.E ~ ~x =w, EX°~STI ,~,,,.r:~--'',~ 1~ ~ ~ _ E:~ ~a~+ ~ ~ ~~z--~ e. r p~'t~~. D~ ~ 306 TLI'Cr PRIOR TO THE START OF ANY EXCAVATING ACTIVITIES. DB 1906, P 113
( ~ 1 ~ t ~ 3 k rOv„ 121 STORMWATER DETENTION IS REQUIRED FOR ALL LOTS AND IS PLANNED FOR THE
3 1 k ~ AR SITE ON THE SOUTHWESTERN PORTION OF THE PROJECT.
i r ( i r i . a~ 131 ALL UTILITIES SHALL BE UNDERGROUND.
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1 ' 60' R/IN 1111 ll// ~R ~~1 0~ ~ WINTERVIL ~ ~ / LE TOWNSHIP PITT COUNTY NORTH CAR T,INA
~ 0. i ~I ~ F 0
14` 32'B/8 9' S' ~ SIDEWALK 0 i • , Q ~ OWNER• KENNETH SMITH . ; Q < ; ~ DESIGNED. WKM
?;1 PAVING SECTION TO BE DETERMINED BY CBR TEST i~„ T.
` PER 1 FT. ~~4 PER 1 FT. SLOPE PER 1 F ° ADDR = ESS~ 3815 EMMA CANNON ROAD DRAWN. JHT
2; 3' - 6 "x 4" ~ AYDEN NC 28513 rift. , • • , .,F
CABC UNOER CURB ~ . N . PHONE PHON ~ - ~ , G ~ E 1252) 746 2729 ~ ~ APPROVED. WKM
24"STANDARD CURB & GUTTER tCITY STANDARD 35.25) • 11~~ llNll 111111 ,
gIIIQ DATE. 2/ _ - /06
10~ 100' 50' 0' 100' 200' 1845 EAS T ARLINGTON BLVD., SUITED
h:: GRAPHIC SCALE 1"= 100' .SCALE. 1 - 'E 00 GREENVILLE, N.C. 27858
[phone] 1» LIAM K. MALPASS, P.E. 16823 SHEET 1 OF
M.~tl n 700. 799~P776 -Reed Branch, Church 8~ Loftin (W~nterv~lle)Kenneth Smith 776con_ h1.d n 9~P R y ~ P 9
1: 8°08 PM 8/8/2006 2
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