20070108 Ver 1_Site Plan_20061023

4 / Contract Station Connection Type Permanent Lining
/ t / Drawing
/ a Sheet
/ P 2 18+00 Drainage 6-inch riprap Ses 1tD2 and
V / 02270238
PG 0 E / /
5 0 dE~ / o 0
p ~ 0 .0 P / o 0 0 QO 5 / p P 2 19+40 Temp "Cuivsrt" 2 36- 50 block type Armorflex See inch CMP 11D3 and 02270238
/ 0 0 .0 0 3~ ~I oooo N
0 0 0 0 0 oooo ~ o 0 0 0 000000
oooo
/ 0 0 0 0000000 Q ~ 0 0 0 0 0 0 P 2 3 Temp Strsam 50 block type Armorflex Sse
/ 0 0 0 0 0 0 / 00 00 00 00 00 0 Crossing 1/D3 and 02270238
0 0 0 0 0 0 0 0 0 0 0 130-inch CMP
00 00 00 00 00 0 0 0 0 0 0 0 P 3 23+60 Temp "Ford" 6-inch riprap See 11D2 and
000000 00000000000 1 02270238
5 oaoooo MI 0000.0 0 N
000000000 00 P 3 5 Tsmp Stream 6-inch Riprap Ses 11D2 and
~ aoo 000 ~ o0 oooo 6 T f~E Crossing 02270238
0 000 00000000 D ~ ~G 5 0 0 0 0 0 0 124-inch CMP
ooaooo GE c 000000000 0 0
0000 oooo p 3 30+80 Bore Pit 50-S block type Armorflex
aC) 00 0 IG ~R 0 0 0 Sse 11D3 and 02270238
P 0 E
R I' ~ 0 F~L 0 ~
D E1~ R ~ E E
R TR T 0 S ~P ~ 0 GR
2 ~E I~ 0 IS ~ 7 pP R P 4 36+00 Temp "Culverk" 2 36- 50-S block type Armorflex
~5 R VE 1~ T E P E 0 0~ G~ inch CMP See 1lD3 and D227023R
GG S~ RI ~ V~ .TEMPORARY GRAVEL GQNSTRUCTION A~
~E G ENTRANCE /EXIT
P 4 43+60 Drainage 6-inch riprap See 11D2 and
02270238
P 5 47+20 Drainags Grass- standard sending
P 6 64+10; Drainags 18-inch riprap See 1JD2 and
02270238
65+00
P 6 10 Temp Stream 9-inch riprap See 11D2 and Crossing 02270238
124-inch CMP
P 6 69+60 Drainags 30-S block type Armorflex
' Elow
~~l' e P 7 74+90 Drainage Permanent lining 1.5 Iblsf
W~ ~ ~
~ ~ f Class B
Erosion ~ atone
x#57 wnsh~d-stone ~ ~t ~ ~ ~ , - a F, P 7 13 Temp Stream 12-inch riprap See 11D2 and Crossing 02270238
~ ` D_ 136-inch CMP
j2
R y °,5. P 7 82+00 Drainags 6-inch riprap See 1ID2 and
02270238
p.. .,.,,e ~ f fit
'~y< a ~ z..
5ti'P,AYCt UliQf1Ylel ~ r P 8 88+50 Temp "Culvert" 12-inch riprap See 11D2 and
1 r. ~ ~ ~ 9 02270238
.~i ~iGX i7~15V~i ~ .M:,.. sir rSr~ ~ ~
9 ~ ~ur>rnce Flow ` s~ 2 36-inch CMP
~y7 , P 8 15 Tsmp Strsam 12-inch riprap Sse 11D2 and
~ ~ w ~y. > r Crossing 02270238
app q d ~ f em'' t ~'4 i T < - 136-inch CMP
~ F~? r„ ~ ~ m ~ ~ ~ ~ ` x R +m.°rpt 4 ~ ~ ~~~.ti w P 9 16 Tsmp Strsam 12-inch riprap Ses 1lD2 and
r ~ ~ ~ '~.o ;,r ~ ~ x: ' ll Crossing 02270238 Sta.1+10 136-inch CMP
. ~~c ' lN~~~ "7 1'.. e t ~ - ~ A , n^C "~t ~ . a n~ ~ & 3~i l ,t' „ a ~ ~
P 9 16 Culvert Dissipation 14ft long by 24 ft wide CL B
J st, n~ ~a ~ r Srot,a s~pproach sectwn r~
5;1 max, slope onrond r;'a' c, ove'',. Stream Sta. 2+15
, ~ar~,~;~1>r"~' 9 r'Eiannel P 9 102+30 Inlet Protection 50 biock type Armorflsx Sse
1lD3 and 02270238
~NCCtf1T 5 or ~~7 Ga ~c~ o~ i e ~uluer~s
p t'f p P wash~~stane ~tngetherw''t~ankfuf;~Iau~
r a+Ttace Flow y ~ ,
_ u~ ~ -;a ~ CFoSS B ~r~nsio-n ~~.~wzr~ioti ~ ~ s, ~ P 9 17 Temp Stream 18-inch riprap Ses 11D2 and
Qri innl `f~' ;`,~4 cur 2 ~,ti,~ ~ Starie g ~ a~, ~s~ 'u~ Crossing 02270238 136-inch CMP
.n , r^ _s h ~s.4 '
P 10 109+80 Drainags 40 block type Armorflex Sse
I SSA T.~• ~ Y ~ v"",,"°^'.~' ~ diamefer of pipe or^ fZ" r~, 1/D3 and 02270238
h o- Y w ~ F i ~ ~ 1
t r v~ ; ,~:;a ~a~ wk~~ehrevec rs greatep~ ~ i. _ aWilter Cloth
G~~an Stptle aeat~Mttle
fiobre P 11 20 Tsmp Strsam 18-inch riprap Ses 1ID2 and
Crossing 02270238
1 36-inch CMP
P 12 134+70 Temp "Ford" 12-inch riprap Sss 1ID2 and
EPCDM 6,708 EPCDM 6.70A 02270238
u u TABLE 1
m
DESIGNED CA
~ CARo ~ ~'a ~ ~ A ~ STET QF PUBLIC UTILITIES THE scai_E BAR r,ATocroBER 2Q06 ~ _ _ _ SHOWN BELOW ~ S JOB ~ n -r n~
DRAWN VII j I
RALEIGH, N MEASURES ONE NUMBER JUJUS I c
(°G HAZEN AND JK cHECKED 20242 Environmental Engineers & Scientists MISCELLANEOUS STANDARD DETAILS INCH LONG ON CONTRACT DRAWING
II'' PROD. ENGR HVBT O ~~yyU FN ~y THE ORIGINAL NUMBER NUMBER J
GlNC 4944 Parkway Plaza Blvd, Suite 375, Charloffe, Norfh Carolina 28217 Q HOUSE SUSRASIN DRAWING. D4
1 ISSUED FOR REGULATORY APPROVAL 10/06 BT 5 N T N SANITARY SEVI kRY SEWER REPLACEMENT LINE w
NO, ISSUED FOR DATE LL:BL APPROVED SHEET OF
10/0606 3:23pm FILE= H:A30381\StdDetails\D2 by CHAIGLER XREFs=3038178,
- - - - -

~ SEE VENT DETAIL
NON--SHRINK GROUT NEw ~ ~ ~ ~ TURN DOWN ELBOW ~ THAT ~IAtL 8E APPt~,D TO MANHOLE FRAME AND COVER
BULKHEAD AT EACH sEE ao.~ STAte)AAD 5-26 THE Top o~ ~ CONE SECIWN To PRONDE
END OF CASING PIPE ~ WITH INSECT SCREEN ~ ~ CavER a WATER TIGHT 9EAI.. FINISHED GRADE VENT OPENING TO BE ONE FOO1 BE ONE FOOT ABOVE COVER 120 LBS> MINIMUM
STYROFOAM PLUG TO i HUNDRED YEAR FLOOD ELEVA ~ t FLOC ELEVATION
ASSIaT GROUT PLACEMENT, ~ ~ SEAL. AA ~;0 SEAL AROUND VENT 01'EENONG TO ~ ° 0
ALL AROUND ,,x( 2~_ ' ; ` CAM-LOK VENT Pll "'L. Y d ~ 4:q : ~ o,; ; ~ WATER TIGHT MANHOLE THROUGI VENT PIPE ~ 5CR'I;ENED
STEEL CASING PIPE THROUGH MANHOLE 'NOT pIPPED° GALV, PIPE
2" ~ GALV STEEL VENT, ~ z + a. FRAME AND COVER DIP CARRIER PIPE ~ TWO PER CASING ONE ~ ~ ~ FFUU1 12~PLMIINC,~PE ~Q~~
i . . 1~', .ar AT EACH END OF a? 12' PRE-CAST TOP SLAB ,e,: ~ ' ~ ~w~ PROPOSED ® ~
CASING PIPE. ~ / ~ ° wAU. caa.aR ,~~-j~trRApE ~r~~
ECCENTRIC Mt.H. CONE MAY 'A. 1 ~
4' 'R.a, 8E USED ON , 10" AND r 1a' SEWER MAe~. SLOPE FINISHED GRADE • : 6 MANHOLE TO N Q
I _ _ T_ _ AWAY FROM MANHOLE I HAVE CAST IN a , \ N D
i i MANHOLE CONE Aft f i i PROVIDE PLASTIC SHEET ~ SHAU. ~ As ~ ALL SIDES. RISER OPPOSITE 't? cv ~ 0
BOND-BREAKER BETWEEN ASTM. STANDARDS b ` ~ a • ? e STEPS TO ~~i, ,y,~
~ CARRIER PIPE AND GROUT ~i' ~ ' 4'-6' DIA. A5 r~ ACGOMQDATE ~ t / ~ y FLANGE F® ~ 4" "HOT DIPPED"
/ ALL AROUND ..R / •R R~QUIReD ~ c GALVANIZED PIPE, r i ® SPACE p0 ~
/ \ p• .q. ~ / : / / / .i 9
~ ~ ~ 0 RING .SEAL PROVIDE 2 ~ GALV STEEL DRAIN. r ~ ~ ~ 0 ?
a > OR RAM-NECK IN BULKHEAD AT EACH END ~ ~ / 4 a ' ' ~ ~ ~ ~ 4 a A. A
OF CASING PIPE AND 1 3 r~ 3/ " 0
CU YD OF CRUSHED STONE ~ ~ ~ ~ ~ ,l ,p
AT DRAIN WRAP STONE j„~ LIBBER 800T ~~Oa i •,Q .a ei uTER14L ervERT SHAM Nor . WITH FILTER FABRIC ; i • ~ .!:i•, ~ e~ towER TNAN MAed 5PR010- °TrFE D . ,
' , • ; p ~ u~ MAIOiQ1,B NEEDS To 8E 1 D
TYPICAL CASING PIPE PLUG ~ ,,~,oo,~~o,~, 'a: Vii.' r.~. r? ~d• 10 . v , e , p . , ' o OR SEALFA aND MFad'P TO !R" 1' s o: I ~------•-311 18--
~A•a. ,•,p°; 6 A904E tO0'fEIM; Fl.OQD PIAM. T~ • 9`• , s ~ • t,4, . •e ~ INe:N MANHOLE TCP8 ARE R) ~ ° °
~ 'ai e E>fCESS OF 3 ABOVE GRADE. 9 ouTSDE s1EPS MUST BE ° BUTYL-NEK OR
- PRO ~ SEE STAFeyARD~ D '3 ® APPROVED N
SECTION A A s-ae sTEP DETAIL. D NON TRAM AREAS, TCP aF .j' srA~ss SEALANT BETWEEN r 22°
A!q} CovER BE VENT DETAIL CARRIER PIPE >NSru~D a or± t t : s1E~i. FRAME AND COVER h
FAD OROI~ ~RFACE. ~ OTHER ACCEPTABLE 3/8 STEEL PLATE, TYP . _ a , .
u II 9EE SE+AER DESI6P1 SECTION V®VERS • . q . Y •4 D 1' ~',4 D 29 19/16°
3 8x4 STEEL ~ ' D PLATE, TYP a: '~`'r••• ..,~;R:. : s:~ r...:. ,':.~,j • 33.1/4'
A A MIN. a" COMPACTED eel STOIe! ~:~,r•!':
5 8° 4 A325 BOLT ~ ~ •.o < ® . IINAER NEw MANHOLE. w''~'''~ ®'r~j~'' ~•;e.~°;~': ,~o'~ NOTES: 5/8"X3" LAGSHIELD IN HOLE
• ~ IM NON-TRAFFlC AREAS, TOP OF DRILLED INTO} CONE OR
CASING PIPE - PRAL~ AND CovER SHAI1.6E 9) ALL MANHOLE FRAMES S'FIAII ~ RING WITH ANCHOR 5UNK TO BE DOMESTICALLY CAST DESIGN DEPTH, AND 5/B"X3"
INSTALLED A MOI. OF 1' ABOVE FDNSt~D OROIIf~ SLI~FACE. NOTES: " STONE 2) FRAME SHALL 8E A MINIMUM HOT DIPPED GALVANIZED
~Q• : p 3/16 4 .f . ,•e. WEIG+IT OF 162 LBS. WITHIN LAG BOLT AND WASHER.
• CITY OF RALEIGH 1. VENT MUST BE FACTORY WELDED WELDED PUBLIC ROW AND 1611 LBS. CITY OF RALEIGH WITHIN EASEMENTS.
i FABRICATED AND "NOT DIPPED" DEPARTMENT OF PUBLIC U71UliES GALVANIZED. PPED" DEPARTMENT OF PUBLIC. UTILITIES ~ COVER SHALL WEIGH A CITY OF RALEIGH MIN. OF 120 LBS. DEPARTMENT OF PUBLIC UTILITIES
1 R ON ALL CORNERS TG STANDARD SEAL TIGHT MANHOLE 4) ALL MANHa.E FRAMES OUTSIDE.
5TANDARp PRECAST SANITARY 2. MANHOLE NUMBER NEEDS TO S COINCIDE WITH VENT NUMBER SEWER MANHOLE BER WITH VENTED STACK BOUm~'I.O CIE Ca E~A~" ~ STANDARD MANHOLE DOVER
REVISIONS D RE1 REVISIONS VLSI S DATE SEC110N OR RING WITH A
_ PIPE ALIGNMENT GUIDE Y.C.1i, ia-s~- A~ a-a~-os 12-31-9 R -30-0 MINIMUM OF 4 BOLTS PER R VISIONS A ( S DATE
s-ao RRH 5--24 ° 5--24, ; - A,B.B, 1 04 FRAME. x_25 3-1-87 3-1- 7 A.B.B -9--05
~r.~.~ ,,,r 1 a LETTERING MINIMUM A/G WpGHT
,r,,ti'~,;. ,:~H~ ~ • , ,,r ~E. RECESSED FLUSH FRAME 262 ~ 9~
, ,~ti~•~ ARMORFl.EX OR EQUAL MATS ~u,~,/M;~~~,~~,,,,. DOVER 170 ~ TOTAL 432 '
:`r`~.~~
"k, f
2 FT ABOVE HWL HIGH WATER LEVEL (AS INDICATED ON PLANS) 3 -1' DIA, HOLES a+I~'
AT 12tP ~ as
1 ; x x ~ A A T• I---g and-----)
J~
CHANNEL BOTTOM ~~v
w:
f ~ a/a' (2) SS ROLL PIN5
!~P TYPICAL LIFTING DEVICE t2, O~ 1/2° dA x 1 3/4° oM
GEOTEXTILE 9 3/8°
2 7/6° 2~°
0 NOTE: COVER SHALL READ "CONFlNED
SPACE - DO NOT ENTER,..PERI~T
PLAN REQUIRED" AS SHOWN ON 5-25. PLAN TYPICAL CAM LOCK MANHOLE °Pi~
~/4a...... -28 1/4"
26 9/4a--~-• -261/4"
A 1 3/8 yg° -26°-°-~ BOTTOM OF FRAME
FlNNED GASKET IN VERTICAL OPEN
71/2° FACE OF COVER TO MAKE ® POSITION
ARMORFLEX OR EQUAL UNIT GASKET IN VERIICAI. WATERTIGHT. FACE OF COVER
1 COVER
RING MUST BE 1
--24° ANCHORED ~ ACCORDANCE BOTTOM OF CQ
f ' 3a ~8a \ 28° WITH S•-2S .
A~ ~ r' i -34"
r CLOSED LOCKING DEVICE ® POSITION
3 i ~ ~k i Jj \
Vi FRAME
r" ~ A a ,
STANDARD -PENTAGON HEAD S.S.
1 r,i f 4s OP1i0NAL - S.S. HEX HEAD BOLT BOTTOM OF FRAME 9/6' fd
1ti h~ i ~ f ~r STAINI,~STEEL Rfx)
1,; r i~ I LIFTING DEVICE TYRICAL LOCKING DEVICE.
COMPACTED ;
5UBGRADE GE01'EXTILE ~covER- CITY OF RALEIGH CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
N.T.S. MANHOLE FRAME AND RING MUST BE ANCwORED WATER-TIGHT MANHOLE FRAME
WATERTIGHT COVER IN ACCORDANCE WITH S-z5 WITH GAM LOGK DOVER
SION5 DATE SI DATE R 10 S D S DATE
ARMORFLEX LINING 5-26 5-26 - -0 5-~~ 30-
DETAIL 1
NTS D3
REGULATORY SUBMITTAL
DESIGNED CARp ~ CAR RTMENT CAF PUBLIC UX~LITiE THE sc~LE sAR oArE oc~ros~~ zoos
SHOWN BELOW ~ n ,inR "T f1 '7 PIA
DRAWN CH ~-SSI ASS/ i TIM ~ OF 0,~ q ~ OF 0 y RALEIGH, NC MEASURES ONE NUMBER JUJo
ZZEN All SAWYE CHECKED SEAL dG 06
18179 to 20242 z Environmental Engineers & Scientists CITY OF RALEIGH SEWER DETAILS INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER
PROD. ENGR, gT e g F O HOUSE SUBBASIN DRAWING. D3
NGINC~ J 2 NGIN~~ ~ 4944 Parkway Plata Blvd, Suite 375, Charlotte1 North Catalina 28217 9
1 ISSUED FOR REGULATORY APPROVAL 10/06 BT E\ SANITARY ~ N. N T 'ARY SEWER REPLACEMENT LINE SHEET OF
NO. ISSUED FOR DATE BY APPROVED
10/06/06 3:24pm FILE= H:\30381\StdDetails\D3 by CHAIGLER XREFs=Misc\30381T8, StdDetails\armorflex1,
-

'',.,:i

PROPOSED EARTH
PUMP BERM TYP
EX)STING GRADE
rEMP coNSrRUCrrDN srRFA,~ cRDSSrNG fa
CLASS "i" M>'N roxla'
FLOW--- R1P RAP SEDIMENT TRAP ~ Z' 1 SIDE SLOPE
~ OR 5/L T BAG
q 12 5, r. DESIGN OF SPII~~WAYS TOP ELEVATION OF STORMWATER
k M1N M1N NOTES:
1. EROSION STONE TO BE "CLASS I° RIP-RAP UNLESS DESIGNATED I _ DIFFERENTLY ON CONSTRUCTION PLAN. ~D DRAINAGE AREA WEIR LENGTHt STONEASHED ~ a 1 MAX ~
+ A 2. PIPE SIZE AND AMOUNT NEEDED TO BE DETERMINED BY ENGINEER ON 2.0 MIN, SEE TABLE 1, RANK C,OMPArTFD Tn A ~ CONSTRUCTION PLAN. vEER oN (ACRES) (FT) ~ 1 Q 1 4.0 >
SHEET O4 90-95% STD. PROCTOR
r ~ P AND LINE SIZE TO C I o ,I 3• UMP BE DETERMINED BY THE QNTRACTOR US NG THE ~ ~ ~ BASE FLOW SHOWN ON THE CONSTRUCTION PLANS. ~R USING THE 2 EXISTING SLOPE
~ 10'D CLASS 1 RIP-RAP
STREAM - 4. WIDTH OF CONSTRUCTION EASEMENT SMALL BE MINIMIZED BASED UPON FLOW _ ~ + QED UPON 8 12.0 VARIES FILTER FABRIC
FIELD CONDITIONS. ANY DISTRUBANCE(S) EXCEEDING 40 MAY REQUIRE ADDITIONAL WATER QUALITY PERMITTING. ~ REQUIRE tDIMENSIONS SHOWN ARE MINIMUM
` FILTER FA6RIG " I ~ r' TEMP 24 TD ( ~ r
42° CMP SIDE VIEW
CROSSING 2' CLASS "A" EXISTING SLOPES
CLASS PIPE EROSION CONTROL / i , RIP RAP ~ STONE WEIR 10x10 NOTES;
20 ~ 1D DEWATERING BASIN HEIGHT & WIDTH DETERMINED BY EXI511NG
EARTH MIN. ~ 2.• 1 SIDE SLOPE PROPOSED OR 51l T BAG BERM, TYP 4a' CONSTRUCTION EASEMENT ~ ~ ~ TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. ,
~ CONSIR SEGUENCE FOR STREAM CR4SSlIVG {sEE NorE } ~~~~VA~x~''~. VARIES ~~~/~A/~
1. INSTALL PUMP AND LINE TO PUMP .FLOW AREA UPSTREAM OF TEMPORARY TEMPORARY ~ KEY RIP RAP INTO THE DAM FOR STABILISATION.
STONE RIP RAP POLYETHYLENE FABRIC STREAM CR05SING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN AREA. BEGIN -~;I°~~.
ON FACE 6 ML. rH1CK PUMPING AND CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM. ( J HE STREAM. ~~~6~~"~. 11(: ~'i ;
T 2. INSTALL UPSTREAM RAM FILTER FABRIC AND TEMPORARY CMP COVER ~ 12 PROPOSED EARTH FROM dP, COVER ~ 6°~~
ro M1N. BERM, TYP pUMp TOP OF BANK PIPE INLET WITH FABRIC AND SAND BAGS AS SHOWN IN INSET "An WHILE T "A" WHILE WEIR KEYED RIP RAP
NTS DZ pUMp r-•--- ----""""""-'-1 WORKING IN THE STREAM. ALLOW STREAM FLOW THROUGH CMP AS SHOWN ~ ~ T ° " 0 W iN INSE B WHEN N T ORKING WITHIN THE STREAM. MP AS SHOWN
TEMP 24" TO
STREAM 42° CMp 3. INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO :FLOW _ PREVENT BACK FLOW INTO CONSTRUCTION AREA. ABRiC TO \ EXISTING SIOpE
` ~ o #~7 WASHED STONE
" , ' ~ " ° 4. INSTALL PROP05ED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF i8 M!N t,.;:;,::::.: THE CONSTRUCTION AREA. =ACH SIDE OF FRONT VIEW
STEP SEQUENCE
EX. 1NI/. 5, INSTALL DEWATERING BASIN OR SILT BAG AT TOP OF BANK. DEWATER DEWATER BASIN.
CREEK CROSSING POLYETHYLENE FABRIC CONSTRUCTION AREA BETWEEN TEMPORARY DAM USING THIS BASIN• PIPE ON FACE (8 ML. rM1CKJ CHECK DAM
B. INSTALL THE 10'x10' SEDIMENT TRAP OR SILT BAG. TEMPORARY STONE DAM
7. UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FILTER 5, FILTER D227029
FABRIC, AND TEMPORARY CMP, DEPRESS TEMPORARY DAM BOTTQMS INTO ~TTQMS INTO
- - STREAM BED UNT1L TOP OF RIP RAP IS LEVEL WITH STREAM BOTTOM. BOTTOM.
; ~ 8. UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH Y EARTH EXISTING GRADE
J 1 RT F Rl ! PU N BERM, SEDIMENT TRAP, AND DEWATERING BASIN. INSTALL SANDBAGS 1N PPE NINE & AB C WHLE MPl G
AROUND DURING CONSTRUC7TON iS STREAM
POLYETHYLENE FABRIC B REMOI/E SANBAGS & FABRIC TO ALLOW FLOW THROUGH + + + + +
PIPE WHEN NOT PUMPING AROUND• CREEK GROSSING DN FACE (8 ML• THICK}
DETAIL z + REMOVED
NTS D2
+ BANK COMPACTED TO ~ ~
MANHOLE COVER GROUT AS REQUIRED + 90-95~ STD. PROCTOR ~ EXISTING GRADE
AND FRAME TOP OF RIP RAP * + ~ o-x,,..~.m A..x , ~,,~,..o,~,KK.,~.,K l .~x*.,~, ~:~N r.~,.w... A,
FINISHED GRADE TI
GRADE RING AS II=1I1=1I1=1 II~II1=111=1 GRADE VARIES SEE PLAN _ _ = NORMAL WL. 2. RESTORATION OF BANK TO ORIGINAL CONTOURS i~ ZMAL W.L. 2.0~ WITH NATfVE WOODY MATERIAL LIVE STAKES ? 4~
D 4 THICK I-III-III I I I=111= REQUIRE ~ ~ ~ ~ ~ ~ ~ ~ ~
MAX (2) PER MANHOLE. - SZ SUCH AS, SILKY DOGWOOD, SILKY WILLOW, BLACK ~I - WILLOW, ELDER BERRY OR CORAL BERRY~BY A I
QUALIFIED BIOENGINEERING FIRM. ALL .DISTURBED '
PRECAST CONC MANHOLE ~ ~ SEE STANDARD MANHOLE ~ 1a" uT~uTY LINE ~ VARIES VARIES 2~-4~ 2~-0° MIM AREAS TO BE COVERED WITH COCO MATTING,
~ (DIAMETER VARIES) DETAIL SEE TABLE 1, STAKED 2 FOOT ON CENTER. SECURE MATTING WITH
( ~ I SHEET D4~ STAPLES OF GAUGE AND SPACING AS RECOMMENDED PLUG ~ ~
BY MATTING SUPPLIER. BIOENGINEERING FIRM TO
2500 PSI CONCRETE DETERMINE MATTING TYPE. PROVIDE TEMPORARY SEEDING , ~ ~ .~_.,_,.--FLOW v
AND STABILIZATION USING SPECIFICATIONS IN ~ SECTION 6 ~ xn.~ ' AND IN NOTES ON DRAWING X1 PRIOR TO .PERMANENT ~ ~ ~
° ~ 1z I I LIVE STAKING. ~ ~~~~~-r~-~
I ~ FILLED WITH SPOIL MATERIAL
MANHOLE STEPS SPECIAL EMBANKMENT FOR TO 8Dq STANDARD PROCTOR
AT 16" OC Tf1=11T=(1T=111 RIVER -BANK STABILIZATION TYPICAL
1111={ I ICI I I=1 ~ n+--iii--iii-in
12" TRENCH WIDTH 12°
n22~023R
NOT TO EXCEED 40 FEET
n. - SECTION TACK WELD COVER TQ RIM OR REMOVE RIM AND COVER
SEE PLANS AND PAVE OVER TOP
o:' EXISTING GRADE
Mx..R ~.,~~rm,~~ ~ , . ~ ~,~aM.~ M, ~,,~x.~r w .R.
~ 1= - 1 I II_III_
MAIN 1I=1 ~ I i ~ I={ f
- - .III=1 I f=11 I~ LINE I
l=III ~ I I hI =1I1=J I II~II1= i
- w - 2500 PSI CONCRETE ~ ~ ~=1 I 1 I I ~I- I
~ ~ ~ SLOPE PER FT ~ =111=1 I I~ x FILLED WITH SPOIL MATERIAL
a I I=111 =1 TO 80% STANDARD PROCTOR
--III=I -111= ~ ~ coNC FILL II-1I{ II1=1 PLUG ~ 3 I g
~111~1 I II~III- ~a ~ I 3~,~,~~. FLOW ~
CLASS B (1=~ ~a. ,~wfl",. : , j u
CONCRETE ~ ~ _ - -I11 I II III- ~ _I 1=1 _
" _III I II I~I- k~,..~~~ .wn.. A. ~ ~~,s..„w "
$ d..:. ' 18° (CONCRETE ONLY) o: I I=III I I=1 FILLED WITH SPOIL MATERIAL
TYP _ FLOW ` Q ~ - =1(I l Il III= TO 8O% STANDARD PROCTOR
N ~ ~o ~ I f=1 I 1 - cHAN EL ~ ~ II-I
` =111,,,1 II „III; NOTE: ~ FOR GRAVITY SANITARY SEWER LINE IF "TYPE A°
SDR 35 PIPE IS USED & CONTRACTOR ~ ° COMPACTED WASHED " " us c NCRETE coLLAR THEN COLLAR a' p. 12 12 E5 0
~ IS TO BE CENTERED ON ONE FULL _ GRAVEL p. ` ` JOINT OF DUCTILE IRON, PIPE. COST OF
DUCTILE IRON PIPE AND TRANSI110N
SLEEVES ARE 70 BE INCLUDED IN `iTiE COST OF CONCRETE COLLAR•
PLAN MANHOLE ABANDONMENT
DETAIE 3
ANTI-SEEP CQLI.AR NTS D2
DRQP MANHOLE J
F-
DESIGNEQ CA CARD CD PT~fET F PUBLIC UTILITIES THE SCALE BAR DATE ocTaBER Baas ~
SH(7WN RFIOW a o. c inn ~
CH ~ p ` Fssa S'~ . FV-S "IrIr 0-4 _ , a V© 30381
DRAWN ~0 9 9 RALEIGH, NC MEASURES ONE NUMBER oC
dG J CHECKED SEAL <o ZEN N A N D S AW Y ER"' MISCELLANEOUS STANDARD DETAILS NCH LONG ON CONTRACT DRAWING
18179 20242 Environmental Engineers & Scientists o THE ORIGINAL NUMBER NUMBER d
PROJ. ENGR.[D T F tv FN ~ 9 NG~NEF, ~J ~ G(N~ ~ 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28217 Hoy HOUSE SUBRASIN DRAWING. ®2 ZD
Mi
T ~fl SANITARY EV s 1 ISSUED FOR REGULATORY APPROVAL 10/06 BT N, N S ARY SEWER REPLACEMENT LINE w
NO. ISSUED FOR DATE BY APPROVED [SHEET OF L;~
10/06/06 3:23pm FILE= H:\30381\StdDetaiIs\D2 by CHAIGLER XREFs=30381T8,

W W NOTE: NO STONE REQUIRED FOR
-SPACE GREATER THAN 12"
i~~~-~
~ ~ ~ ~ ~ ~
\ i~ i~ i~ \ /
~ COMPACTED BACKFILL ~ i COMPACTED BACKFILL
~ " ~ ~ ~ TOP OF ROCK 6° PIPE 6° ~
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PROFILE: HORIZ. 1 "=20{ F'RaFILE: HaRIZ. 1 °=20E ~munmi vERT. ~ =4 REGULATORY SUBMITTAL
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t~ 1 EXIST 50 NEUSE RIVER ~ ,e , ~"i 1 "t i"I ' ~ ~ SUFFER -ZONE 2 s / ~ ' 0227024R ` ~ ~ ~ ~ . " . , REP~LA ~ IN NCH ~ „ ~ ~ E)
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~ ~ ~ ~ ~ ~ ~ , ~ t DEPTH = 7.5 w~ ~~~h ~~~,ti ;45.52 ~ ; ~ f l i ,w, IV1 / t ~ I 1 r 1 , s ; g3 " ~ 5`. 2 i ~
1 ~ ~ t~ ~ ! i ~ v` ~ ~ ~ P~aP~S~D PL G, TYP ~ . E z ~ p I ; ~'tt .r \4 B ~ t t W ! .
1' ~ ~ ~ S F , ~ t k I~ 1
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~w~~~,~°~~~`'~~`~~;.~I 1 =t ~ ~ I"}~~ ?'t ~ ~ i PROPOSED PLUG STA 1'~83A8 ~ , ~ 4~..~~_~:~~ ~~~.~°~''°:`~'«~a ~ ¢F ~ ~ f m~~~~,a~
PROPOSED MH #1 (5 w, . ~ ~ , ~ s~,>, ~a ; 1 } ~ ~ E , ' , ~ v s. r ~ ' r 1
/COR STD S-20, S-26) ~ ~ I •r ; ~ ~ ~ zl ~ ~ ; 1 y . ~ . E ~ f » ~r ~ / 1 J r.. t ~ ~ I ~ ~ ~ ! f
RIM ELEV 227.5 gy~,p,p,,,, ' ~ ~ ~ ~ ,x ~ ; ~ ~ ~ ~ 4 t 7, E ,i i s f ~ ~ r a , 1 "~'1 I t~~ ~,n i r~as, I av j~ A ~ >i t i~ j t _ ~ ~ d 6 "`I
DEPTH - 13 s ~ ."~A ~ ,,~y``~, `3~`' ^,'~f 't 4 ~ g ~ sii i b f 0 +tiy, F
E, ~ i 't. w, .4 . ~ k~ G 111 j' ~ } j pit a ~ ~ ~ ~'"'~y i e } ~.0: ~ ' s , i ~ , r ~ ~ ! ~ ' ~ t ,
d e ~ 1 ° r i ~ `v'~'~ l 1: k ~ c ~ _
~ ,v ~ , , ,i.,~~~ , i r~s ~ ° 2i~ { ~,ii ~ ~ ~j ~ } ~ y'~ f1 ~o~ ~'J J /~~~~i ~ 4~~ 4~" ~ PRDPQ$ MH #3 (5"~ ° ~ ~ a3t H ; ~ ~ ; F ~
E%IST 50 NEUSE RIVER ~~,;4` \ ~ ti.,~=~ f' ~ 41.1 g~s i s 1 !'t ~ 'k'i. . e, t a ti.,'w, , ``.A,~ eS ~ 1 r 5, ~ 1 : ~ ~ ,im e sn BUFFER - 20NE 2 , ° ~ ~ ~ $ ~ ~ ~ 1 ~ i 3 ~ 4r, 2108' (CIOR STD §~20, S-~6~ s _ ~ , , ~ ~ t ~ ~ I. I r'- k f e~~s, ~ RI~I ELEV -'225,5 ! ; STAsO~`7~93 41~S c ; + ,
y t S'"~, ~,~~A'.. `1F*.a ,4 ~'t i X ~ ~i ~ r ~ ~ ~ °ivj, a i~ ~ I . tI F 1 ~ ~.a nr" ~l ~I'' '-1 s I'~ I a°~ D~PTIi = 10,2'3 ~ ` ~ P~OPOD < MH #39 (4 0) x j ~ ~ ~ r ` ; ; ~ '
~ ` ;(~p~ STD:. ~-20. s-2) ~ I , ' I ~ z
4 ` Y s,~ ~ i ~ } ^ is i.J i 4~. .~r~i,`, F'~ { ~ j ~ E ~ ;RIM Eld . fLUSM W~GR~DE~~, ~ ~ ,
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CO NECTION No. 1 ~ DWG 1 P GONNEGTION No. 2 DWG P1)
PLAN: 1 =20
PLAN: ~ 1=2Or
240 240 250
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! I ~ a a ~ i_. ~ i ~ ~ I E w.i ' ~ m._.. ~ . w_.~..., . ~ ~~.,~,_..e..~..r I~,...y. .4_., ~M..... I i._ .,....7~_,. ' ; ~ IEXISI~NG ~AOE ~ , k ` i.: i. JJ i
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I { INV ~ 216.42 ~ ! f ~ i ~ ~ i ~ E i 1 P P j ! , I ~ i t ~ 1 ~ ~ 1
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1 4 c ~ 1 , s ~ ' ~ SST IN 223,35 , 1 ww,.. f.,. } j ~d ,h..,
I ~ I J I I I S I~ E i E s ~ f i 210 ~ I r I l i 3 210 ~ E I i ~ ' ~ ~ I i i ; _ . ~ INV~OUT:22~:$5 E e ~ E 3 - i
$ ~ 1 i E ; ~ ~ `n"5 ,dam ~.,~,:«m ~ . t , < I I a ~ ~ ~ 220
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' { ' ~ { I ~ 1 ~ ~INV' OU 28.52 I ~ ~ d z i I ~ j ) ~ ! , i I 218.52 i ~~1"i - ~ i ~ 9PIUUON~ i ~ ,y.....,. ~ I ~ E__,.;. 5A~'.w_~. t 3 ~..,_1_._i ~ 1~0 E ~ iNV IN;21981 ~ ~ . ; .
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E t I I I,. e. ! I ~ ~ ~ I 1 } ~ a ~NV IIN X11'.95 ~ r ~ , E ~NVIN 217'.5 !8" SAS, i ~ I q ! ~ i ,
I ~ ~ .s..._.~, a.. .r ~ ..._w: w_,.,,_~ ~ ..M _ , ~ ~~~w~~~~r-~~~~3~ 1 E I i l~ E~~ l ! I I, . _ _ x , ~ f ~ I
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} k ~ ~ ti ~ ~ ~ I.._ _ q...,,,„~., w. ~ I.. 200 ~ ~ i ~ I z~ zoo z1 o E I E t ~ ~ l,.._ r. , I ~ i 6 1 1 i ~ i z ~ ~ ~ ~ i t ..I I 210
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0+00 0+50 1+00 0+50 o+oo o+~o ~+oo ~+~o U°~oJ °;~o oa EA5T ~ o n m
ON C NECTION No. 1 DWG P1 GONNEGTION No. 2 DWG P1) ~
P ~ u= E ROF ~.E. HORIZ. 1 20 PROFILE: NORIZ. t°=2o!
VERT. 1 =4 VERT. ~ REGULATORY SUBMITTAL ~'~"A
o~si~NEa ~a GARn, CARrr,, ®EPI~1R
,RTENT OF PUBLIC UTILITIES ~H~ SCALE BAR oAT~ OCTOBER 2Q06
- ~)NUVVV bLLUVV H & S JOB 30381
DRAWN 6 _SSIpy 9 6_SSl 9 rV Is T 'M% RALEIGH, C MEASURES ONE NUMBER
CHECKED SEAL 16 do/a. MLEA ANv SAWVER R
ENLARGED CONNECTION DETAILS INCH LONG ON CONTRACT DRAWING
18179 26242 PROD. ENGR Environmental Engineers &CIG11tIStS o . BT H®1 F,~' g ~p© THE ORIGINAL NUMBER NUMBER HOUSE SUBBASIN DRAWING. P14
FN 9 GINS J 'G NGINE 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28217 s 2i J v Q FS ~ 9 ~
1 ISSUED FOR REGULATORY APPROVAL 10/06 BT M/ N C)"\ N T \A0 SANITARY SD 'ARY SEWER REPLACEMENT LINE
NO, ISSUED FOR DATE BY APPROVED SHEET OF
10/06/06 2:15pm PILE= H:\30381\Civi1\P14 by BHEISP XREFs=30381TB, HOUSE-OA, HOUSE-PROF, 00\House-PROP, 00\HOUSE-EC,

NOTES: ' EIQST MN 9548 ,
RIM X3.40 INV IN 374.94 8" C{AY
11~V IN 378.42 ~8' CLAY INV OUT 374.58 je' CLAY)
E%IST 60' NEDS~ RIVER - BUFFER -ZONE 2 ~R 1 4 r~ w - t~ + y ~ 1 t
'a 6 35 ti ~ !d5 f °4 M?5
2 a~ w~'~ 1
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E%I5r 30' NEUSE RIVER ~ ~ ~ eoFFER - zor~, / NOW R FORMERLY t FUTURE SAN SYdR ~ ~ q, L1
~E OF NOO~TH CAROLINA E ,
/ C . I No, 078521644 - ~ a`,y ' WAKE P N 5.l- ~ >jf, + ~ ~ ~ ~ ~ ~ ~ NOW OR FORMERLY 1 l 1s'~''~ 1}1 ~t ~,r 6. ~`r q< ti' 1'C 1r~
NO DEE REFERENCE ~ F~ID \ ''E iNV ss,.~3 r, , s ~ ~ 4 I ~ ~ ~ STATE OF NORTH CAROLINA ,y~~ ~ rg ~ a 1 ~ ~ * ' WAKE CO. PIN Nn. 0785216445
v GUARDRAII. Cw$ ~ x~ , a ,,a. } Y t,~ ~ ~ ~ ~ s~ NO DEEb REFERENCE FOUND , ,,A ~ ~ ~ t
„sue a , »w...: ~ , 901( o sox . - `g, ~ Z ~ ~ \
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gc~ ,E~~iY t ~ } t I/R , rog REMOVE EPLACE EXISTING ...~.r». _ a ~ r~ ' g 5 ~ 9 s a d~r+ ~ 1 4 ~ 1 ~ ~ 1 4 yy
~p~- . ,...F°' SAN SWR IN PUKE , ~ , ~ ~ .t ~~~~+it t ~ i ~ Nom,,. t j , ; ; g'; ~ ~ 1 t } ~Y h ~ » ~ ~ ~i- ~ !3r%7r 9dX ~ t y ~ ~ ~
, ~ f ,_w, ~ , n ~ 4 t t 1 5 }1 a r i ,
,a r . 1t ~ ~ , m k t E yV~ aS. ~ s~ s a ~ ~ tt
ST ~D' NEUSE RIVER / Zu° ,.y a o b ',5~~ ~ ~y' >t , ti t a ~ ` 1~~ t~ ~ ~a ,.w. BU -ZONEi N ~ ~ ~°2 EE '+t34w ~,tl''.~'i'1;!~ ant ' ~ ~ , ~ ~ t', 3 t ~ . ~ ~ ~ ~n~ ~ FUTURE SAN Sit ~ } ~
~ ~ fir`;) RO 40 EA5EMEHr ~D`'11 i'r . i; 1 ~i ~ ~ t i ' ~ e ~~t><li~,,(~+~ i ! , ~ ~ ~ ~"a ~20',~~gi SIDE) ~ . a E ~ t~ ~'zti~~. a~ . ;~,~`~3 ~ i~s~ « + ~ BY 01N~tS , ~ ;~y
w.,, t 3 t~~ t E ~ t .o~~ , ~ . . "j~~l r f ~ ~ y~ it s 'ti~~'`t~: 1~r ~~`s,"~ i ~ t : ~ ~ ~ E1aST MM #546 . 1 ~ { ~ • , ~ ~ ;i ~~y~~''!,~a~~ t~t SaY' 4 ~ti_.~1E, 1 ! t , i ~ _ ~ ~ , ' i tit ~ ~ + 3~ ~
~ 1 R1M 9. l' / 'ti `ti.j ~l.i~ ,t. SSS~t~ s ~"'~r ~ f INVIN352,i~8`~1D~ ~..w ~ i 1`stlt k~~ ti ~ ~C,"~i',i'~1'i i `i%aa~E~ a ~f:....,w, ~ - ~ wr , -~y~ ~"~,f~;i i ~ta ax~i1~,~"t\ 111t,?~~~'t~~ ~,"tai }
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.a. ~ ~y ~ ~ `.x,~+xs "'"~fa7w.,.as..a.r,w~ s'' E>75T~0 Cl./tiS' S ~ I iy~tl~ay}1iil~~yi y~ >i41~~;i ~ ~ ~ w ' ....ter'"' ~'~:8 ~ - v ~ `ti`_r ' ~ ~ t ~ i. ,r...,..~si?- e aa~,,~i ~ i ,Y,1 ~~,~tis ~E~'.at ~i1't n ~ ~ W . LDS ~ ,x 2 D 18 i~ ~ y4+ ~ ~ ~r.• i
. Y~ , 'i. a ~ , E ti _ r ~ .».w,~ ,._..,.4 t~,1 ~z =:F ; x~ ~ FUTURE SAN SWR 4,. ~ (BY OTHERS)
E>tisr 5n' NEUSE RIVER ~ a E~" ~ } , . y, ~ , 's;~ 'r ,w ' ,M , ~ ...~w ~ ~ ° ~ ~ ' ~ 4, ! a{'i f~ BUFFER -ZONE 2 . _ . {t ~2 , ,t M9NDWAlI ~
PIpE LOQKS ~BpND.ih'!ED t , ~ ~ ~"s r 3, ~ ~ ~~l ''yy
, ~/g -"W.. ~ 4 ii it ~ 1 I i ~~r ~ ~ it awr a" , rJ' Nom.,, r...~,.. @ Y INv,3b'tr~b'
~s ~»r,~..~, ~ ..1 PROPOSED ~lT PENCE TYP Era y~. ~ ~ a~'7 x~,.~.:~ ~ ~''ti
STA 141+21.45 u. 4 az27ooo 1 ~ , :,z Cn ~ qd g, ~ ~ ' ~
Z STA 138+71.27 REMOVE EPLACE EXISTING PROPOSED DROP MH #51 {5 U SAN IN PUKE - ~ti ~ ~ ~Cl a ~ ~ `4, y y
PROPOSED MH #5D (5 (COR sTD S 20, 5-25) a- ~
{COR STD S-20,S-25) SEE 0260109R/D2 ~ RIM EI,EV = 358.0 RIM ELEV = 367.0 E>nsr MH #547
~ 3 ~ RIM ~ss.a7 DEPTH = 8.fi DEPTH 15.4 iBV a~ ~sn,s, (rn'~, y~, ~.W-.....
iwv our aso,2, S,o) u k ~ ~ ~ -
t~ ?t•3; #~`~~i~ (BYUOTHER~ SWR
i ~t ~
tY1 ~ ~ 0
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r TBM 31 - ~ s" #5 ~s, 6 ~ 45
REBAR W/ ALUM ..CAP ? s x
n n ~i ESP SURVEY CONTROL `
ELEV = 406,00 ~r~
P LAN
1'•=40'
370 -380 370 i i 2 S ~ i { s 1 j 1 C t t 1 I i I j { i ~ ~ j 1 ! ' l i # ! 1 ! £ ' ~ i I t t 380
{ E; i E j i t y i i i' s i 4 i' i l# ( r a 1 € I! ! i ! i , t ; i i i i L s r i i P i i i j i f i ' ~ ,y i e ~ ~ 3 € i ~ I ! , # i i ~ r ! s.__..,_,_, ~ . .»lW. a ~i _.~.._,_.1_-__;_,.,. t , . ..,.3 x... x. „,.J '.,»„..~.._,«.,.w „..,...N ..,....•i:,....»~ m..~.,,,..,,,,.. .w,f.._.....~_..,..~,»_.., .,.........i. .,J.. _.._..i.,,..,,,. _.~,.,...o._.....M..,..,,.»....u,.,,,.~~....,. T.. 4 ...i,. , j... .»y.....~, .,-.t.,., i i t ..y .,.,ny..._ ~....«,E,.,,_ _ ~ P ; ~ ; ! , ; E i T 1 ~ 1 ~ t i ' r ~ s ~ j ~ ~ r ~ ! i i ~ ~ ( j 1._ ~ ~ ~ I I ~ ~ ! , I , ~ , + t ~ r i i i i r , ~ . ~ . ~ , , ,
~ I ! I ! i i i q i "i ~ I 3 3 1 ~ E ~ i ~ k ; ~ j i ~ i ~ 1 I i 1 ~ , n+ ~ 1 ~ € ~ ~ ~ ~ I $ ! ! 1 j j # , , , j ! 1 i . ~ _ ~ ~ , , i ~ i a ~ i 1 ~ ; ~ 1 i ! ~ l r 1 ~ ' 1 ! i.. ` '61 ` ' _.a, I ! E i I _ . i I c f t ~ I ~ ..~,._._.a, ~.,_._.~r. ~.„.azm t.. 1.. t l.-...~.. x_. I V i : ` 1 .ms_. ..i. i I , I i i ~ i ~ ~ { ; ~ ; ~ i I i I 3 ~ i ; { i t, ~ ! .t, i
~ E i r t ~ i ! ! f ~ ~ i ~ j w _ > ; , 1 i ; ~ I ~ t ~ ~ { i ~ { , s 1 ~~'~i ; ! f ° s I I E ? ~ ~ t € E ~ ~ 'j~I ~ i I ' ' { I { ~ # ; ~ i i j € , ! s r . I ' ~ G ~ A + t ' ~ ' ~ ~ -
i , _ ~ i € ( r r j i ( 1 i i E ! 1 f 4 i € s ! i _ i _ .w . . t - . _ ~ I ~ , ~ , . f ~ ! E ~ ~ ! I , kV i ' ~ ~ E ( ( R ~ i _ i i , _ _,4 ~ ' i 1 m.~.. _ y I ~ .,r. ~ ~..,.I + } .s ~ ~ ~ ~ t a _.t ~ env E t
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N0. ISSUED FOR DATE BY APPROVED
10/06/06 2:10pm FILE= H:A30381\Civil\P13 by BHEISE XREFs=30381TB, HOUSE-OA, HOUSE-PROF, 00\House-PROP, 00\HOUSE=EC,
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~ v- BM. 1959-pG.177 ~,P .w - ~ ~ _ ~ ~ t _py~+ t 1 ,i+1~ '~[~~~Tpl}-^~R~~~` NEI bA.. 1 YY ~dCV~;~ \ '.f
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, ~ I 4 P. § s~ •r f r ~;n t ~ ..~a~~ S ~ ' ~ ,r ,•,~.A a ~ r 9UFFEtt -ZONE 1 ' 1 I ~1~Y fr , yaw . 7 ~ 7' t : "r, q ~ I § ' ~R . i...:ux="`^~c ~ *"`*~n.+m I ~ i~ ! ~ '+~,r,.,,,,. i i ~ `~"vS ~ }1 ~ ~ f ~ °ESP SURVEY CONTROL° ~
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~ ~ m~ ~ ~ _ ~ ; ~ ~ ~ RIM ~'E~EV = 331~~ O ~ . , x p ~ ,..a, ABANDON IN ~ t f I~ ws 5,,, , { • ~ ~~~,,..~,4~sr Ms's ~ . ' ~ ; ~ i' ~~i, `=11.5 r -7~ ~4 W, ~ ' r'
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RI~1 326,47 ~ , ~x W ~'.1" , i i r " r ~ € r i y r~, i INV IN 319.01 12' DIP ~ti ~ ~ f ' '~y ' ( PI'~OSE~ Sits ~~,~fi' - - ~ ~ r, ~ t ,r` ~ J tt 6 ~ 1
INV OUT 317.91(12 DIP) EXI NU"AUf~R NA=2}`., ~y~~ "I~• i ~ ~ f 1' TEST H Y ERS ~ w 15 u,. .,E f } r / ~ f
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PROSE .~A~`,w.t _ TO BE BORED ~ ~ " ~ 3~ 310 LE STEEL 310 LP STEEL CASING ~ ~ ,
COR STD S-20 S~26 ~ ~ ' ~ RIMELEV = 327.5 E N6--SAN~5 EA~MENT ~ ; , < ~ " 3Q A x t=0,31 3a'~ X t=a,312'
TBM X24 _ ~ ~ ~ ' ~ TO BE ABANDONED ~ e`~. SEE COR DETp r i DEPTM - tts \ , , ~ SEE COR DETAILS 1~8 TBM #24 - 18" #5
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. ESP SURVEY CONTROL 1NV IN 322,54 12 DIP) ~ <,r~" iNY IN 324,24 ~1D CLA i~~~ F,> ELEV = 326.67 INV OUT 321,84 (12' DIP INV 320.48 l~,- ` ~
s ` f. x~ 't; e•. ~~,"e1'° y,,. ~ ~ ' E1gSTINC 70' CPd~I EASEMENT ~ D8. 2101, PG, 389
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EXI$11N9 ~o ~P~~ EA~ENT DETAIL No. 19 DRAWING P22 - y<' D& 2101, PD. 389 1 1 ABANDON IN PLACE ~ , ~.r EX1sr MH #B41 (COR 5TD 5-20 5-25) ~ ti ~ R1M 339.86 ~
t NOW OR FORMERLY INV iw INAGGESSIBLE RIfu1 ELEV = 339.5 f,°
SOOIATE5 ,r'~~~ y,. gin, E>DSDNO cP~~ TOWER ,r^ PALMS AS a°~~',~~ ~'N~ INV OUT 327.268(8"IDjP) DEPTM-= 13,5, ~w.
NUM16ER 438 e~'~"~~~~ ~ ~ ~ C~0 JOYCE C. ANDERSON F,,,r 4 ,a""
No 0795103418 WAKE O0. PIN ~ ~ ~-~,t. : 8'x8' BOX CULVERT ~T° a u ° ~~E,'° ` 5 02', ~61~ ~18" W E>osnwG 40' ss EASEMENr
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NOW OR FORMERLY BUFFER zoNE _ ~~°4. E%157 50' NEUSE RIVER
ALAN J. M. ~ t. ,f 1 cF' a ~ ~ STA 85+63,48 , AND MICHELLE L. FIELD ~^p q _1 BUFFER - znNE 2 ~ / ~~y
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~ INV IN 265.88 ib' CLAY) } I INU OUT 28L13 (15' CLAY} ~ ' INY IN 287.79 8" cX.AY) . ,v~_, D.B. 1575, PG. 319 ~
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DRAWN pF 04, y ~0 9 Q~ Q o.G RALEIGH, C PROPOSED 30° SANITARY SEWER MEASURES ONE NUMBER U 0
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18179 20242 Environmental Engineers & Scientists
PROD. ENGR.BT F 4r F N F 9 NGIN~~ J OINK 4944 Parkway Plana Blvd, Suite 375, Charlotte, North Carolina 28217 H®I STA 11+00 TO STA 23+00 THE ORIGINAL NUMBER NUMBER HOUSE SE S ~ URBASIN DRAWING. P2
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T\Aa SANITARY SEti 1 ISSUED FOR REGULATORY APPROVAL 10/06 BT N 'ARY SEWER REPLACEMENT LINE ~
N0. ISSUED FOR DATE BY APPROVED SHEET OF W
10/05/06 9; Mom FILE- Fri\30,3&1\GIvi)\P2 by CHAIG6ER XRffF§_=30361TI3, HME~ _Om, MOUSE-PROF, 00\1-Ime-PROP, 00\HOUSE-EC,
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u E1BSi MN N503B NOTES:
TAM #101 - 18 wo 3. rBIM~_-..~~ ~~.~~r~,u~.~N SEE ENLARGED CONNEC`~ON.....-.., vi~1,~IN zzz.n , { ~
REBAR ~W~ ALUM AP ,a• ' ~ It~w~r ~,~~,'~DIFI) PARKIN9 ' . D TAI No. 1 DRAWING P7~ . . r. ry . PROPOSED ASPHALT PAVEMENT E L _ ~
~ , PATCH SEE COR STD S-3 _ , , i x ~ _ _ ~ , . ~ .._M ELEV - 231.43 ,u ~ ~ M ~ » a~ i ~ {
; ~ " : J~, PARKING , . $ r s _ ~ r ABEA i J ~ !
NGy1pr'~ ~ ~ .t,~ ~,'M. t ~ ~t'I E)OSTMN R503A 1 ~ z~ ~ ~ a~~.~ ; 3 RiM z27so ~ STA 6+59.81 1
t ~°~b ~ ~~~:,>f~,~ ~ „at ~ i ~ .a~ ~ ~ x ~ t SEE ENL, - ri,~m w>m.~, f >n.,N aA ~ INV {N 22t.i1(8 DIP) ; ~ ~ PROP'QSED MH #3 5 ~ t ~ 4 W . k ~ ,,~~'1= a ~ f ~ a~ mom. ~ ~`~ro,~ INY OUT 221.07 (8' CLA'~ 9 i ~5 i NO MhNHOLE FIX1ND ®SEE ENLARGED CQNNECTION NoW oR FORMERLY TBM #2 -1s" #5 ~~'3 ~
~~3 q .9 , ~ 1~: DETAIL n ~t~~ } ~~Y Br1 { '^.,,y t ~ ,:w,• ( (COR STD 5-20~ S-GV a fi TNI$ I~BE~ DETAIL No. 2, DRAWING P14 JOHN A. ENGLERT REBAR W/ ALUM CAP p~
~ 1 ~ ~ w ~ ~ NOW OR FORMERLY _ 1 ~ u.~a.~. ~ w, ~i # ~ RIM ELEV -225.5 ~ ~ ~aSS , ~ ,z , ~ ~ { ~ ~ 9 ~ i1 EXISTING 20 EASEMENT AND GEORGE F. MARSHALL "ESP SURVEY CONTROL° ' ~
r .i , ~ ~ / ~a~~. ~ ~ ; ~ , PROPOSED PLUG, TYP i MICHAEL J. ~ r'" ~ ° ry~ ~ ~ a, ~ , ' ' ~ " j I ~ DEPTM = 10.2 ~ ~ v ~ (10' EADN SIDE) M, -.,U, ~ ~~;y ~a,.~ ~ ~ ~.;~r > AND RICKEY G, EDWARDS WAKE CO. PIN No. 0795587517 ELEV = 226.48
~ ~,~~,;r, ~~,;.a, M xx,~. ,..~zY~r.~.,,~„ d° 7 1. a °~~»w ' ~ ~ r: ~?r x~vle •u~"~{~{ ~ ! s~. ~ q ~ ! WAKE CO. PIN No. 0795588896 D.B. 11755, PG. 1399 ` r,
y i i ; ~ rr s'+°~,,,~'. ? r "`,,'.w. " d ~,~P r'r.. of { a 4 t5 ' ~ ~ ! ~ D.B. 9990, PG. 2482 , , 't
TEMP~ARY GRAVEL SON T ; ~ ~ ~ r , ~ ,,.x w , v~~.~ w~ ~ ':M kw, ~ PROPOSED 12x40 1 , ~ ~•f _ r ? a~" ~ =~>5 ' REMOVE ~ , rS?"~,. f 4 ~.,a',.~, ~,tia~,.~, ~ x..~„x *~v ~ t',~` ~j 5~~ ~S g t i i'~`; ~--REMOVE EXIS1tNG MH ~
ENTRANCE XIT ~ ~ i ~f< ~ L ,a ~d~ ~ r r?,~, ~ ~s.f..,~a~ ~ ~~;a;~~ Jam ; B~tE PIT r 1 EXIST MN #506
0257701 R i s ~'f'.,~,„ ' ~ ~ ° ',,'a,, ~r~w.,~ ~ ' ~ l ~ ~+y O ~'4 EXIST MN #505 f ~ ~ s f ' ~ .~l ~ { ~4 ~ ~ ~ b ,RIM 22&48 -----ExlsT MN 11505 REMOVE. /REPLACE EX1511NG RIM 229.x7 RIM 22a48 ~ SAN SWR IN PLACE INV IN 220.91 (18' DIP) ~F
g f `~..,,.v, . °sr y r ,r ~ °a ~ • ~ al6'*r, + r~ as ~ a g , 6 ~ TEMPORARY t~RAVEI CON5T ~ y ~ INV IN ma.sa te' "il r . r ~ - ~ i~P as'`'" ~ ,.Mai o `~^a, ~ "Ha.°w ~ "t ~ i 'fie ~ INV IN 220,87 8 INV IN 219.99 18' DIP} INV OUT 220,88 (18' DIP) INV IN 220,87 ~8" IXP) " <<`
Y ~ 't ~ ^~i, ~ ~ ..z ; , ~ ; ~ ~ a~w'`*. ~ .ENTRANCE IT ~ ~ INV our 2tss3 jet EXIST ~ ~ /.rb.y s ? r.~` """°n,, ,w,;k,, ~ ~„a',.,"` t ~ L~ ~ d! r ? ~ MN #499 r .r ,y,,,r r' , r ~f/r ,r ;.,ti~ ~ , ~ " w, .t. 7 ~ , INV OUT 219.83 (21" DIP} ,
t ~t ~ r °~4 R!M 231.32 ~~'''~«'amr ' ~ ~ r , 0~~~{ 7~~ ~ ~ ~ ! v rya' } I t ? s , k i s S "',~'FI u„4, ,.,,;'r., /y// ` ix ~ ~ ry `,r ~.u, ~ ` ,;i LOC
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ti e '~rr~. ~ ~ ~'ti ~ Asa .,d1e.,,,,~w,. ~ r, , r y . . EX T ~KSO EXISTIB DIP ....ww..wr,.~.e.e ,a.srw.we .W e„r,,,. w~,1. .lii Y'W~rms..-.rIM...w..r..e.~~ .,~~yp~!e~y~ { i ~ ~ ~ ~ ~ ~ .,4., - . ~d~.
~ l`~ ~ r ~ ~ t STA a+aa ,r~ ~,,;u ~ ~Q.~~ ^~a~~~ - ~RiM~,~8:37.. i ! , ~ , 5 / Y ~ , .n ~ _ ..~,u,_ N
sp ~ g} ~ ~ _ .r r''. ,,,%;,?y""~,~n„~ ~,r ,.(NV IN 319;75., i"'~P.) ! ; W....,p, TIE TO EXIST MH - , ~..w M , ~ 75 ~"~'~t,~CASiFiG i r ~ ~ ~ r ~ INU IN 223,31 a ~ ~ ~ ry I „.rj...~r,, r ! , f. r, r ~ yy- iNV~~OUJ 219,17 (2b»„DIP~' r e O~p;r ~ ,z LOC _ ~
i t` . .r?,% ; ~,r ~ ~ ~ + , :rod ~ , ~ / . , U -16 : .T HANDAUGER ~A-15) . _ ~ ~ ~1clsnNC ~o' EAS~r STA 10+65.4 VE ti ----1 ._?oa
~t' ~ . ~ ~ , w ~"~~aSEE COR DETAIL S, 9~= , : ~ { ? EXisT NAND ~ rr~R..(tln ) s ' .r° r` ? " "u ' ~ s ~ tea, ~ , ~ ~ j~.,, ~ y ~ ~,_~ST. HmE.~,Y OTNERS`~ r. NoLE_(@r oTN ~ - ~~~o, N ~E~ z I~ t2D' EaeN s+Dt~ OPOS'EA MH #4 . (5 ~ , ,...N
I"` ,,^'r f STA 9+e3,a8 ~r,y „r~ ° o`,~ `t a.. 1~.~ ti `'`l ,f'- ~ ~ PROPOSED MH #1 ~ ~ ~ ~ , ~ ( ~
~ ~ ~ -..Y 7t r>~! ,w„~ E%i$T 50 NEUSE RIB - a 5-26 ~ i ~ rf %'r" k ,S 'e ~°`aw. ~ '~D D~~.IN ~ _ (COR STA S 2 , ~ ..r ~ r, ~ ~,.d.- . - . _ ~ RIM E - Z27 y ~ ~ ~ u
fi , Q ~ BuF~ zoNE 2 ,r' - ~ r ~ r,` ~ ~ ~ r _ ~ ~ : ' RIM-REV `221.8- ~ a~~ ...M tt !t~ I~f'TH ~ 10.3' ~ ~
r, , , , r ~ Z ~ E r ~ ~ f i ~rtr%`'~~ . y""" a ~ l~ J + D a ra r , i 7 J 1 I DEPTH = 93,3 - ' ' ~ , _ r~t~~~ PROPO5E0 SILT FENCE, TYP ~RE~90VE EXIST~MN & ,~R,~ ~ Toe ~
~J ~ ~ JAf ~ d J f % / % v ~ ~ f ~ j ,Yd da, ~'h ~ ~ W ~ f`` ~ ~t~, R F6R~ME-Rk.Y~ ~ f~ f"' r. n ~ f ~ ~ a~-~~.. ,.~°u„ NOW 0 ~ REPLACE IN PLACE)., X 4, ,r~ `t, ~ BU zmur ~ V
~ r ~ ,b , , , .~'~\~,..__E1n~~0 NEUSERIVER ~~-022~0_~OO _ .____~0-~. ..w. ~ j~s - U,., _ . ,
i ~ , GEORGE MARSHALL ~ ~ ~ , , , ~ e,~a, ~ ~ -w~N9w;u~,., f '4, ~ ' ? , ~ ~ „ A HN A. FENGLERT t ~ : ~~f~ ' ~ ~.~."arc ~ - ~ ND`~fl STABILIZED OUTLET a I 7 ~ - ~ s~^u,
~ ? ~ ~ ~ EfgST JO NEUSE RIVER ,.r.~ a w ~ E CO. PIN~}o: 97-95899-19 BUFFER -ZONE 1 ~ ~ g WAK fOR SILT ..:T~"", ~ . , ~4 ' u ~ i~ ts,1e-° . , j y~, ~t ~ _ 4
~r m~ D.B. 11755 PG. 1043 w v i 0 ~C,~ _ .t ~ f Y4. 'm, .I, J'~ ,a ~ amp' ~.~w,
J . 4 ~ p gyp ,P kr. J , i ~ ~ ~ ~ ~ ~ ~ _ t~ TEMPORARY (~iAVEL CONST ~
„ ~ . . , 4~ ~ ,y~ ~ ~ ~ q.~ I~ J Y~ ~ s 3S ' 4,.r M,.~ T4N « f ~ rte,, ~ >ld ~ ~ ~1~. d?"I~k, \ , P,'~F ~t^ ENTRANCE EXIT E>OST 3n' NEUSE ~vER r~ ~ BUFFER - ZDNE 1 \ y
~ ~ ~ ~ . ~ ~ PROPOS~I? MH #2 (5 ~ j, ; r~ 1 pia ...w, ~ ~ w~w _,w._ r ~ ~ ~ a a., _ , Q257701R t~,f - ;o~ ~ ` i~ ~ l
eoR sTD s~2o 5-26 ~ ~r ~ ~ ~ , ,M,.~ ,
~ ~ ~ RIM ELEV = 223.5 ~ ~"~v ~ ~ ` I~~~` . ~ ,r ~ . ~ - , , ~ I , .~....,,.r _ EXIST 30 NEUSE RIVER t , p~r," , ? R ~ a ~ ~ ra~ i,y, ~ ,l' - t~ w ~
a 3 a ? ~ r---~~ E1gSTING 40' EASEMENT DEP - 1 ` ~ ~ , r "ti ~ , + ` ~ ~ t 1 BUFFER ZONE 1 A ~ i ~ ~ n ~ ti: / wj~" 7Og ' (20' EAOH 51<~) t ~ _ ~ ,a.~=~'c'~ , t t ,a a o r 1NV~7 d's'. a ~ ~ ~ / , ? 6 / a ~ o-f , , \ ~ \ "~f ~Y ~ , t.%,-^ ~ ~ S~ ~ - 1 i , ~ • w,~, , 4~ ti~~ i art '"rf~ ti ~ ~
/ F ~ i J4 at~ ~ i ry, 1 4 . ~ ~ t~ t 't . ~ 1 w, Fv :?.,w ro k C"L -==F - \ ~ ~ ~ NOW~OR FO MERLY
f.. ~ ~ ,S , t ~-}-.`5 t ~ `*v.~, << ` `F- ~ ~ ;L~' `ti, „ a ~ 1 a ~ ~ ry' 7e~ 1 , , A. ~ l r? ~ %r~/ ~ 1 1~ , ~ _ --....ys~-_~,,...r ~ ~ `t . ' s 1 ~l L ~ ~ ~ i t ' ~ + t e r t a 1 ~ ~ ~ ~ ~f i y n,n ..,,:,,..~,-,-1. 1 } a z 1 t 'z . , ~ ~ ti ti' ~ 's ~ 1 ~ t ~ t 'ti^-~. L t .~sw~^ r 'i t , rf 1,~ ,r~~ dJ . + t , w ~ E1dST 5O' NEUSE RIVER ,R "`'y~~.. 6uFFEx - zoNE 2~ P,,AAUL E. CASTELLOE
Y,P y,~. a , 4, i j L ~ l \ ~ } l i~ ~ ~ ~ ' 1 1 , ' S 1~ i ~ 4` . Jd s F "3 k ~,,,,,,N,"` ~ t ~ 5 ~ - : ~ 3 a - ' + t Qa ti, l ~l Say t ' ~ 1 t, L>r a:,.~,«4 S ~ ,.t,"~S t. b L ~ . ` k ! a. t ~w, >M~ ,"C\.~~vy,+~,.a 1 l-: ` _.---i .,,i r' 4 f . 9 S t~ a a s " 21 tE~ f ~ a~~~,~: 1 t ry ~ ,z ~ , _ •\t s eF . ~ ~ § t. , t t~-;- `c ' t t" ~ t' ,r„~MM.y a~~ . t , i ~ 1 : t ~ r 1 2. e. g..s3 e. 1 ~ 't 4 _t t ~ ~ ~4_.:.- s r--" a t a 1 ' 1 ,a ~ a~a., 1 ,w-~,..: -!r~,,°:'i ~ L a3~ a. •t , L 4. ~ry L t ' L, t, , ~ ~ ~ •nsr 1~}'''° ~ WAKE'C0. PIN No. 0795583471
6 ~+?,~a ~d..,.~w ~ : 4 i ' 1 1 ~ i 'E i k :fiZ°v.. e , ~ L i e t a a y L' 's, 1 ~ ~ ~1 ~ r~ S' ~ d s ~ 4 L i ' ~ ea + 1, 1 a ti ' ,L Lti 1..~ . ' ~ ~.an?7~<r ~ ~ "x:"ar";.i a a "'T '~""z ~ , _...=ta a tiv ` S..'.-1 ~ 't , ~ a,_ , l ~ l ti , ~ , ~ ~ ~ ~ :t.,~,,.~~ . ~ e . ~ ; e ~ ° ~ • ~ n , ' ~ ~ ~ 4 . ~ e~ , ~ a 1 t ~ ; . ~ , t s_, MH X502 ~ ``~~~„w~, ~x"~ ~ ~ D.B. 112'x7, PG. 1018
t ~ s t t : S ~ t z `a , z ~ 1 R~ "k 4~.}'~. ' ~ ~ t b `4 r ~ , 1 i } ~ a a ..,......r , ;t ~ a ~ ~ , ` + E ` z A,, ~M1 ~ , 1 e, ti L ` ~ , s ` t ~~L' w t ~ ~ 1 t ~ ~ L l ~ ~ ~ 1_._.. . _ ~ ~ r t ~ / "d ~ m v t ~ , ry t L t to- f ~ a ~ 4~ ~ L ~ t i" ~ 1, ~ ~ WY IN 219.3E (21' Di) ~
° a . ~ 1. EXIST MH #S03 I , ~ ~ ~ L r ~ , L . , „ . INY OUT Zf9.38 (21' R12') T ~ ~ r ; ~ ~Z ~ ,'-~.'4..~ '1 a..~ ~ ~ . RIM 228,Bb y
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DRAWING N0. P20 ENLARGED CONNECTION DETAIL P AN . PLAN
DRAWING N0. P21 ENLARGED CONNECTION pETAILS
ETAILS DRAWING N0. P22 ENLARGED CONNECTION D ~ NOT TO SCALE ~T TO SCALE
DETAILS
MISCELLAN OUS STANDARD DETAILS DRAWING N0. D1 E
G 0. D2 MISCELLANEOUS STANDARD DETAILS DRAWIN N
DRAWING N0. D3 M15CELL.ANEOUS STANDARD DETAILS
DRAWING NO. D4 MISCELLANEOUS .STANDARD DETAILS
D SITE RESTO SE AN TI I LLI G A TRENCH G BACK F N R. F wa SCC E 0 GENERAL. , SEEDING AND MULCHING CONTINUEDe EROSION OONTROL:
CE OF TH WORK TO DETERMINE E UIPMENT AND LABOR 1. REFER TO CITY OF RALEIGH STANDARDS FOR 1. CONTRACTOR TO LOCATE UTILITIES IN ADVAN E 1. PROVIDE ALL MATERIALS, Q
EXACT SIZE DEPTH LOCATION AND OTHER UTILITIES NOT SHOWN. NECESSARY TO INSTALL TEST AND PLACE THE NEW TRENCHES AND PIPE BEDDING S-1 S-4 & 5-5 AS ~ ~ ) TEMPORAI~~.STABILIZATION 1• CONTRACTOR TO POST EROSION CONTROL PERMIT ON JOB SITE AS REQUIRED.
SEWER MAIN fNTO SATISFACTORY, CONTINUOUS SERVICE IT APPLIES TO DIFFERENT PIPE MATERIALS. 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE BEFORE, OR AS SOON SUMMER PE ACE) MAY 1st -AUG 15th AS PASSIBLE AFTER, ANY LAND CLEARING OR DISTURBANCE ACTIVITIES MAY
2. ALL ELEVATIONS BASED ON NGUD 29 DATUM. HORIZONTAL CONTROL BASED~ON AND REMOVE AND DISPOSE OF ALt SEWER LINES AND 40# GERMAN MILLET BEGIN.
NAD 83 DATUM. MANHOLES AS SHOWN ON PLANS IN ACCORDANCE WITH 750# FERTILIZER
ALt RULES A'ND REGULATIONS OF THE NC DIVISION OF 3. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER
3. 100 YR FLOOD ELEVATIONS TAKEN FROM FEMA FLOOD BOUNDARY AND ~ENUIRONMENTAL HEALTH. FLOODWAY~MAPS DATED 3/3/1992 COMMUNITY PANEL NO. 370243 0328E & ~ i PER ACE AUG 15th DEC 30th EVERY SIGNIFICANT RAINFALL EVENT, AND REPAIRED OR REPLACED AS
DATUM OF 2. EXISTfNGUTILITiES ARE SHOWN FOR GENERAL SEEDING AND MULCHING; 370243 0335 E REFERENCED TO THE NATIONAL GEODETIC VERTICAL 120#-RYE (GRAIN) NECESSARY.
1929, INFORMATION ONLY. VERIFY LOCATION AND DEPTH OF 1000# FERTILIZER 4. EROSION CONTROL MEASURES SHALL BE CLEANED OF ACCUMULATED SEDIMENT
ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. PERMANANT STABILZA N WHEN VOLUME flF MEASURE IS HALF FULL. REMOUE6 SEDIMENT SHALL BE
4. PROPOSED EASEMENTS -RIGHTS OF WAY DEPICTED ON THESE CONSTRUCTION N011FY THE CfTY ENGINEER IMMEDIATELY IF EXISTING /
DRAWINGS ARE NOT TOBE CONSTRUED TO BE THE ACTUAL TAKING.. INDIVIDUAL MAINS ARE MATERIALLY DIFFERENT THAN SHOWN, LAWN AREAS # PER ACRE WINTER PER ACRE) JAN 1st -MAY 1st DISPOSED OF IN SUCH A MANNER AS TO PREVENT FURTHER SE~I~MENT
EASEMENT MAPS WERE PREPARED FOR THIS PURPOSEBY A LICENSED LAND ~ ~ ~ 80.# K . 31 TALL FESCUE OR ALTA TAtt FESCUE I ACCORDANCE TO OSHA y SURUEYOR. 3. ALL SHORING WILL BEN 40# KOBE LESPEDEZA 120# RYE (GRAIN] TRANSPORT. 50# KOBE LESPEDEZA 5. SEEDING OF DISTURBED AREAS SHALL BE AS PER SPECIFICATION. TEMPORARY
TRENCHING STANDARDS PART 1926, SUBPART P, AS 750# FERTILIZER CHANNEL LINING SHALL BE SEEDED AT TIME OF INSTALLATION. SEEDING'AND
40# RYE (GRAIN) 5. CONTRACTOR TO SUBMIT ASHORING/EXCAVATION PLAN TO THE OWNER THAT AMENDED TO DATE. IF NECESSARY, PROVIDE TRAFFIC 1000.# FERTILIZER
HAS BEEN DESIGNED AND SEALED BY A NORTH CAROLINA pE FOR THOSE CONTROL, BARRIERS, TRENCH COVERS, AND ALL ELSE 4000# LIMESTONE MULCHING SHALL BE PERFORMED AFTER EVERY 1000 FT. OF PIPE IS NOTES: INSTALLE6 OR 15 WORKING DAYS, WHICHEVER IS LESS.
PORTIONS~OF EXCAVATIONS 1N EXCESS~OF 20 FOOT OF DEPTH. -REQUIRED TO PERFORM THE WORK IN ACCORDANCE WITH 4000# STRAW MULCH
NC DOT SAFETY STANDARDS. 1. AFTER SEEDING, MULCH WITH 4000#fAC STRAW MULCH. MULCH SHALL BE 0• ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ENTIRE SITE
6. CONTRACTOR IS TO USE BEARINGS POSTED ON CENTERLINE OF PROp05ED SEWER TO CALCULATE ANGLES AT BEND5. DISTANCES SHOWN ON SEWER ARE FROM ~ 4. RESTORE ALT. DRIVES, FENCING, PAVEMENT, AND NOTES: TACKED BY APPLYING ASPHALT AT A RATE OF 0.10 GALLONS PER SQUARE IS COMPLETELY STABILIZED WITH VEGETATION AS PER SEEDING SPECIFICATIONS
GRASSED AREAS TO THEIR ORIGINAL CONDITION AND MANHOLE TO MANHOLE. YARD. ANDSCHEDULE. ALL TEMPORARY EROSION CONTROL DEVICES ARE TO BE
MAINTAIN UNTit FINAL ACCEPTANCE OF THE PROJECT. 1. ADD 15#/AC SUDANGRASS OR 10#/AC GERMAN MILLET BETWEEN MAY 1 AND REMOVED AFTER COMPLETE STABILIZATION HAS BEEN ACHIEVED.
AUG 15. 2. 7. LIMITS OF CONSTRUCTION TO BE EDGE OF TEMPORARY CONSTRUCTION EASEMENT 2. LIME AND FERTILIZER ARE TO BE DfSKED INTO THE SOIL SURFACE TO MINIMUM DEPTH OF 4 INCHES. 7. RESTORE DITGH~~SWALE CROSSINGS TO ORIGINAL CONTOUR AND SLOPE, EXCEPT
5. ALL GONSTRUGTION SHALL BE IN ACCORDANCE WITH (TGE) OR 51LT FENCE LINE (OPEN AREAS) AS INDICATED ON INDIVIDUAL WHERE NOTED.
DRAWINGS. ~ THE CITY OF RALEIGH (COR) PUBLIC UTILITIES 2. ADD 15#/AC HULLED BERMUDAGRASS BETWEEN JAN 1 AND JUNE 30. u REFERENCED ON
HANDBOOK. WHERE COR STD ARE CONTRACTOR TO MINIMIZE 3, BETWEEN MAY 1 AND AUG 15 OMIT RYE (GRAIN). 8. REASONABLE EFFORTS WILL BE MADE BY THE PLANS, CONTRACTOR SHALL REFER TO THE STANDARD WHERE STD ?S REFERENCED ON THE PLANS, CONTRACTOR SHALL REFER:
REMOVAL OF LARGE TREES AT THE EDGES OF CONSTRUCTION CORRIDORS. a
SEWER DETAILS . PI 4. AFTER SEEDING, MULCH WITH 4000#/AC STRAW MULCH. MULCH SHALL BE PIPE TO THE "STATE OF NORTH CAROLINA -EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL°.
STA tISHED FROM THE TOP OF TACKED BY APPLYING ASPHALT AT A RATE OF 0.10GALLONS PER SQUARE 9. NEUSE RIVER 6UFFER ZONES 1 & 2 ARE E B 6. BY-PASS PUMPING TO BE MANED 24 HOURS A DAY 1• i 1. ALL NEW DIP AND PVC PIPE SHALL CONFORM TO 9. PLACE SILT FENCE ON EACH SIDE OF CREEK CROSSINGS IMMEDIATELY AFTER
BANKS OF HOUSE CREEK, AS INDICATED ON THE WAKE COUNTY GIS MAPPING. YARD. WITH 100 BACK UP POWER. ANY TEMPORARY t CITY OF RALEIGH °SEWER MATERIAL STANDARDS° AS ~ CONSTRUCTION, TOTAL ACREAGE DISTURBED: APPROXIMATELY 14 ACRES.
BY-PASS CONNECTIONS FOR OVER WEEKENDS MUST BE SPECIFIED IN CITY OF RALEIGH PUBLIC UTILITIES
5. LIME AND FERTILIZER ARE TO BE DISKED INTO THE SOIL SURFACE TO MINIMUM ' APPROVED BY THE ENGINEER. f DEPTH OF 4 INCHES. ~ DEPARTMENT HANDBOOK UNLESS OTHERWISE NOTED
ON THE DRAWINGS.
EOP EDGE OF PAVEMENT
DETAfLS ARE CROSS REFERENCED IN A SIMILAR MANNER EXCEPT DETAILS
PLUG STONE OUTLET PROTECTION PROPOSED ITEM5 R/W RIGHT-OF-WAY ' ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN THE UPPER HALF.
pROpOSE:D MANHOLE LIMITS OF CONSTRUCTION
STONE FILTER LINE LOC STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER EXISTING ITEMS AND ARE SHOWN ON THE CONTRACT DRAWINGS BY ONE OF TWO METHODS;
' EXISTING MANHOLE GRAVEL AND RIP-RAP OHE OVERHEAD ELECTRIC ,r r----------a
FILTER BERM BASIN 1509203 REFERENCED ITEM 1
HIDDEN ITEMS TEL PED TCE TEMPORARY CONST ESMT
OR: ~ ~i~i~--ff~ SILT FENCE ~ r.____-____~
POWER FOLE ff~~~~ DEMOLITION fTEMS G GAS SEE 1509203----- ------+REFERENCED ITEMi
TEMPORARY SEDIMENT BASIN SOIL BORING ~ SS SANITARY SEWER STANDARD DETAILS ARE COMPILED IN APPROXIMATE NUMERICAL ORDER IN
DIVERSION DITCH - CENTER LINE THE BACK OF THE CONTRACT DRAWINGS ON THE D~ DRAWINGS.
STONE CHECK DAM - ~ EIP EXISTING IRON PIN STABILIZED OUTLET J
FOR SILT FENCE Q F-
STONE INLET PROTECTI4N MATCH LINE FOC FIBER OPTIC CABLE
e~ ~
TENT t~F ~I~~LIC ~1~ILITIFS THE SCALE BAR DATE OCTOBER 2006 ~
_ _ . , . : riUVVN btLUVV H & S JOB 30381
CM o Essi ti o Fps io y 'M T DRAWN o~ 02 q ~o y q ALEIH, C MEASURES ONE NUMBER tr
®f
SEAL Ap MZ I AND CHECKED INDEX OF SHEETS LEGEND AND NOTES INCH LONG ON CONTRACT DRAWING i THE ORIGINAL NUMBER NUMBER <
18179 20242 z Environmental Engineers & Scientists F <v H®~ HOUSE SUSBASIN DRAWING.
R J. ENGR,BT 0 P 0 9 NGINE~ ~GIN~ 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28211 ~ v Q
s Mi a 1 ISSUED FOR REGULATORY APPROVAL 10/06 BT N. N T\A SANITARY SE% ARY SEINER REPLACEMENT LINE ~
NO. ISSUED FOR DATE BY APPROVED SHEET OF ~
10/04/06 8:20am FILE= H: 30381\Gen\X1 by CHAIGLER XREFs=3038178, HOUSE-OA, 00\House-PROP, 00\HOUSE-EC,
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TR ATTENTION ~®NTRAC ® S "TORS
The Construction Contractor responsible for the sanitary for the sanitary sewer
pipelines, as approved in these plans, is responsible for ca the Public Utilities Department at 89Q-34QU, at leas# twer sponsible for contacting F00, at least twenty four
' hours prior to beginning any of their construction. This is to action. This is to schedule
an inspection in the Public Utilities Department. lent.
Pta~ic
j Sewer Goilectiort l Extension S stem Failure to notif)r the City Department in advance of begins dvance of beginning
sion of the construction, wi8 result in the issuance of monetary fines, The City of Raleigh consents to the connection and eaten j nonetary fines, and require s not inspected as a result
' Cup`s public sewer system as shown on this plan. The material and reinstallation of any water or sewer facilities not inspected r
Construction methods used for this project shall conform to the of this notification failure. standards and specifications of the City's Public U6iities Handbook.
1wnstream Plug, have
The Ci of ' h Failure to Bali for Inspection, tnstalt a Downstream Fug ~ Permi#ed Plans on the Jobsife, or any other Viola#ion of Public Utilities Department Permit # ftr Violation of City of
Radeigh Standards will result in a Fine and Posslbfe Exc id Possible Exclusion from
Authorization to Constrict future work in the City of Raleigh.
Date
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