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CURB INLET w/INLET PROTECTION
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37.0 mz
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STORMWATER RUNOFF DIRECTION TOP OF BANK 26.5 NOW OR FORMERLY NOW OR FORMERLY
'�- FLOOD POOL 25.45 SANDERS NEW HANOVER COUNTY
LIMITS OF DISTURBANCE NORMAL POOL 22.0 DB. 2140, PG. 0367 DB. 2149, PG. 697 SITE PLAN,
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VERTICAL CURVE INFORMATIO VERTICAL CURVE INFORMATIO VERTICAL CURVE INFORMATIO VERTICAL CURVE INFORMATIO _,_•- --"" `- VERTICAL CURVE INFORMATIO VERTICAL CURVE INFORMATIO VERTICAL CURVE INFORMATIO 3. SERVICES SHALL BE PERPENDICULAR TO MAIN
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/ '�` XISTING PROFILE 401 PROTECTO CERAMIC LINED.
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STAINLESS STEEL SEWER GUARDS REQUIRED AT
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`�? O� VERTICAL CURVE INFORMATIO VERTICAL CURVE INFORMATIO VERTICAL CURVE INFORMATIO VERTICAL CURVE INFORMATIO FRONTAGE OF ALL LOTS.
VERTICAL CURVE INFORMATIO VERTICAL CURVE INFORMATIO � �, � VE 3. SERVICES SHALL. BE PERPENDICULAR TO MAIN
1= +1.33% 2=-0.667% l = ,-0 7% 2=-0.6 % �) � 1= -0.6 % 2=+1.25% gl = +1.25% g2=-1.0% gl = -1.0 % g2=+0.62% g1= +0.62% g2=-0.57%
Gh g 9 AND TERMINATE AT RIGHT OF WAY LINE. SERVICE
P.I. STA. 27+80 ELEV. 34.75 PJ. STA. 29+30 ELEV. 33.99 1115 P.I. STA. 32+20 ELEV. 32.48 P.I. STA. 34+10 ELEV. 34.22 P.I. STA. 34+60 ELEV. 34.20 P.I. STA. 37+75 ELEV. 35.85 IN CUL-DE-SAC ARE REQUIRED TO 8E
P.C. STA. 27+30 ELEV. 34.34 P.C. STA. 28+80 ELEV. 34.33 �, P.C. STA. 31+70 ELEV. 32.55 P.C. STA. 33+60 ELEV. 33.875 P.C. STA. 34+10 ELEV. 34.50 P.C. - STA. 37+25ELEV. 35.69 PERPENDICULAR OR MUST ORIGINATE IN 'MANHOL
P.T. STA. 28+30 ELEV. 34.67 PJ. STA. 29+80 ELEV. 33.7 W �� P.T. STA. 32+70 ELEV. 32.875 P.T. STA. 34+60 ELEV. 34.0 P.T. STA. 35+10 ELEV. 34.30 P.T. STA. 38+25 ELEV. 35.71 AND TERMINATE AT RIGHT OF WAY LINE.
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4. ALL SERVICES TYING INTO DUCTILE IRON MAINS
�� SHALL 8E CONSTRUCTED OF CLASS 50 D.I.P.
401 PROTECTO CERAMIC LINED.
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NOTE: 1. SEWER GUARDS REQUIRED AT ALL MANHOLES.
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STAINLESS STEEL SEWER GUARDS REQUIRED AT
MANHOLES LOCATED IN TRAFFIC AREAS.
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2. 10' UTILITY EASEMENT PROVIDED ALONG THE
VERTICAL CURVE INFORMATIO
VERTICAL CURVE INFORMATIO
VERTICAL
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VERTICAL CURVE INFORMATIO
VERTICAL CURVE
INFORMATIO
,, � ' FRONTAGE OF ALL LOTS.
_�l A , 3. SERVICES SHALL BE PERPENDICULAR TO MAIN
gl = +0.91 % g2= -0.43%
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g1= +2.14% g2= +0.59%
g1= +0.59%
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200 AND TERMINATE AT RIGHT OF WAY LINE. SERVICE
2� REQUIRED TO BE
P.I. STA. 1+40 ELEV. 29.63
P.I. STA. 3+25 ELEV. 29.16
P.I. STA.
P.C. STA.
6+85 ELEV. 32.16
6+35 ELEV. 31.56
P.I. STA, 9+70 ELEV. 37.81
P.C. STA. 9+20 ELEV. 36.93
P.I. STA. 11+35 ELEV. 38.84
P.C. STA. 10+85 ELEV. 38.70
IN CUL-DE-SAC ARE
PERPENDICULAR OR MUST ORIGINATE IN MANHOLE
P.C. STA. 0+90 ELEV. 29.35
P.T. STA. 1+90 ELEV. 29.59
P.C. STA. 2+75 ELEV. 29.22
P.T. STA. 3+75 ELEV. 29.44
P.T. STA.
7+35 ELEV. 33.07
LANL
P.T. STA. 10+20 ELEV. 38.30
P.T. STA. 11+85 ELEV. 38.66
AND TERMINATE AT RIGHT OF WAY LINE.
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REV NO. DESCRIPTION DA
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2002
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REV NO. DESCRIPTION DA
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2002
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DATE:
XT NSION 1 S WER E E � 17 0
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SANITARY �
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WILMINGTON, NORTH CAROLINA DRAWN:
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'�� �� /''�.� Wilmington, North Caroline 28401
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REVISIONS
NEW HANOVER COUNTY SHEET . NO:
NORTH CAROLINA C 2
WATER AND SEWER DISTRICT OF: 14---

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y/ �pS OTHER PAVED 2M W000 FRAL�E vmn 10, w►X, _ � SITE WORK NOTES
E PAVED OTHER QiHER S OUT o REVISIONS
a�BESH i>i i►si rSo TRAFFIC. TOP TO BE AS � WOOD OR srm STAKE ��• - - 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
WiTH STREETS WALKS OR TRAFFIC. TOP TO AS LANDSCAPE
RESIDENTIAL X0159. MENT NOTED ON PLANS ON UWAADVM ROADS ON
FABRIC TIMBER F °RAT AND CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. p,
UNPAVED ROADS FRONDS STEEL OR WOOD Posy M GTE S7D.ND- B.G.D3 DeSCri HIGH B
��TA n R_ crf�- 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS Date PI.1(i�^�U�V .:. .....__.___ PPRii. FiasF{r 1'.0" 01'NFML NOTES:
1ETCP - � ; ") BACK a CURB MORTAR JOINTS tz" TD 1,- THICK. OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
\ --------- Imm 7 1 M i uM N ul r U. I \ FILTER FABRIC X - R1 REMOVE WEIR JEA
MUM. Cp �11,_: } ( MIN. 12-1/2 yGwApC�o . - TH`EPP°URING°DOF FLOOR Ste` °BE >�D BY FORMING. 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, ry�
- w• ••:•/•< HHlwlaF ERNE R ('. - Eumm,
�+ 1 1 I (NTERMEDiATE .PtFaW� li C.I. BOX d S ' DEDUCT FOR PIPE I8) fiM1r TD7At CU. YOB. OF BRICK MASONRY. 7 LV
r. ,- > = FRAME -• = { u,4 .. •�'--• VEGETATION77T, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
_ RUNOFF WATER � .. _ � e HI dC COVER B ALL CATCH BASINS OVER 3'-6" IN DEPTH TO 8E PIDVIOED WET" STEPS t'-2"
CONCRETE COLLAR - :- • - • -�� COLLAR �, e-
tv ADJUSTMENT `� i ; / -r Y MIN CENTER. STEP" SNAIL BE IN ACCORDANCE WITH STD- ND. ATD.e6. MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN OMITS OF CONSTRUCTION.
..-� - - - - - - YIN. USE TYPE "E", "F' AND "G^ ORATES UNLESS OTHERWISE OR INDICATED. 4 OTECHNICAL
_ tXNiCRETE SPACERS FOR a •- - �/", _ �'e� SEDIMENT ,,,,"" ET + r'� l T ! d IA_A - m } L MIN
WMBO BRICK WILL BE PEIIY7TTE0. CONCRETE BRICK OR 1" SOLID CONCRETE MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GE
ADJUSTMENT TO GRADE _ D C ��TI� - BLOCKS MAY BE CONCRETE
IN LIEU OF CLAY BRICK.
"CUSED
t- MAX SWEEP ; NFOf�EDAS SHOWN ON �CO•ICRE 84POt� IS "ET IN SASE SLAB OF WJ(, ADDTO CASE REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
�• • MN CONCRETE SPACERS FOR MH STEP .`- •7 BURED FABRIC SLIMLY l FOR B' IN HEIGHT OR LESS, USE 8" WALL. OVER B•-D" IN HEIGHT. USE 5. DISPOSAL: CLEARED GRUBBED STRIPPED OR OTHER WASTE MATERIAL SHALL BE
AWUSiMENi TO GRADE AS DI EM BY ENCOM •t:��BENDS AS REQ'D SECTION X-X
y� ��� FABiiIC S it __ ._ 12" HULL TO 6'.0" FROM TOP OF WALL AND S' WALL FOR THE REMAINING , ,
W _ W Z I( O I AS DIRECTED BY ENGINEER
e•-°-- 1xuv,TltEs TO BE OF
ACCORDINGLY. REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
Rt � • REINFORCING PRECAST NFORCING PRECAST .... 8 i:I Q N' PER COUNTY PLAN X S E STD.m.6840.D�°° STEPS - s7o. ND. B4D.6s 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
ECCENTRIC TOP � ECCENTRIC TOP 25 MAIN ANGLE REQUIREMENTS ,••G" STEPS STO. NO.040.88
1.I �j _. .## AS REQ.D 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
U u
m m - - = - EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
48" DIAMETER w DIAMETER STD % ' H °. - / e - - - -
s PRE -CAST MANHOLE PRE -CAST MANHOLE e o S - o FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
1 SE SECTIONS I NOTES: - NOTE: MINIMUM 3 FEET OF COVER .z; - - - _ - A
" MAN iN DAN 5 MIN. WALL THICKNESS 5 M}N, ALL THICKNESS - - a " 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
• - P I WITHH C 478- • TN • SHALL BE MAINTAINED UNLESS `-_ IN. 8" MIN-
-� c`13 " FQR 4 DUI• BARREL FOR 4• Dyl BARREL W� C 4 c 1. FENCE FABRIC SHALL BE A h�L OF 32 N WI[�TH AND DUCTILE IRON PIPE IS USED. OSHA E -I "'" E -a PROPERLY PERMITTED FACILITY AS REQUIRED.
- - 6 MIN. WALL THICKNESS 6" MML WALL THICKNESS _ _ _ _ 1 I Nil 91ALL HAVE A MIN. OF SIX LINE WIRES WiTH 12 STAY MIN.
- - - a - FOR 5" DIA. BARRELITI 1
�, FOR 5 t - t FT1 mm �. TYPICAL NEAR SIDE - A � 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
�ir 2. FMRIC SHALL BE FCRt EROSION CONTROL. AND MOL OF ! - -' - �_ c a„ G - EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
5' TYP �: ENGINEER I DROP PEE LET BALKED FABiaC: sHarT 36IN WIDTH. FABRIC sHLAu. BE FA15TEID SEWER SERVICE DETAIL - I ° MIN. D ,
AND OUT w� NSIDE .I 1. _ 5 O.0 . _ O ADEQUATELY TO THE MIRE FABW AS DIRECTED Br THE FT_ I11. IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS PUBLIC AREAS OR IN PRIVATE
1 NON -SHRINKING I. 5 ENGINEER. NTs j; Y_Y EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE 'PERSONNEL OF
m 1" PER WKI APRO I PER 5 T1rP. N �. POST SHALL BE 5'-O" IN HEKG'IT' AND BE OF THE SECTION e. THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
D: �. FOOT NON -SHRINKING GROUT - 3" oR MIN
o � SELF -FASTENER STEEL ANGLE TYPE. ; i DrF i A D END ELEVATION , -- _ _ : - - , 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
. 4. MIOOD POST SHALL BE A MBI. $° HE�t 'TT AI� .3° a" WHERE 30" To 3G" PIPE IS USED
I f . p� f
- 1. ag :~ " r- .9 ION J-J szoE ELEVATION RECONNECTION ANDOR THE RELOCATION OF ALL EXISTING UTILITIES WITH
"DIAMETE� Z " " MINIMUM 8" STONE 1 n �� _ ,. TO 4 Ev oW1ETER. MITRE FABRIC SHALL BE FASTENED 24
MINMAUM $' STONE p� TO WOODEN POST WITH NOT LESS THAN %9 WIRE STAOLE (- �E i SECTION M-M APPROPRIATE PERSONNEL.
'o°o°o M � 00000c BEDDING FOUNDATION 'o"o o " "O"O1'C WHERE 42" To s+" PIPE Is usfDIN
o 0 oD fEDDING FWi�ATK1N .00000 DIAMETER {' 00000c7M 1 1/2" LONG t °' 12" 9kvTOP OF COVFJt I 1. E _�
11. EXISTING SURVEYING PERFORMED BY STOCKS LAND SURVEYING P.C. AND SUPPLIED BY THE OWNER.
30 •,1 a!y-. r'^L r .�� :-_ ;_.* •�; OC�� .O •1- � •w�.�.' �Y- ' . '' ' „L.• �C I-� AMERS
:.
A 4 A . J J M �. ; M 12 THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
-f D a - �._ ° D ODo Dom--- � . RY SILT FENCE I s
p0 00°OO ODO00000000°O°O 00000°O�OOOOO00000O000C 70000000000000000000000 o000OD00O000000 ODOoo Oo c
O_O_O °_D_O_O_O_O_O_D_ _O.O.O.O_D_O_D_O_O_O_O��(� O_D_O_O_O_O_O_O_O_D_D_ _D_O_O_D_O_O_D_a _ . THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
" RUBBER GASKET TTUBBER GASKET i. AS SYNIHE,'RC FABM USE A PERVIOUS SHEET OF NYLON. & TD PROMOS NEEDED STA M TO THE INSTALLMIX FWME WIiH (( I . ' 4 � � � 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
• POLYi31FA; OR EiHMDE YARN-EXM STRENGTH 2 AREA
AT
W000 LIM OF 1.5 FT THE CREST OF IN OVE REST. 2` TYPE 1-2 (NCDOT)
6 EXTENDED LI MONOLITHICALLY CAST 6 EXTEI�EDLOMDEDrarkASL
Y CIlT (;�p�,�/ 1MHGL II�L}}TM+►T ooNrAMs uTTwnol�r taY Arm► AT A w�aMUM OF 1.5 Fr AeaE THE oRa' INLET c t e°"°" °F °air` VIEW YHfl, B" X e" CURB _ ; -• HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
BASE SECTION EXTENDED NOT BASE SECTION NOT bliS AND STAB. FABfIlC SHOULD 8E SUFf10E}iILY B. ABC STONE (NCDOT) I 1I� IM1 1 M I I I� 11=(I ,5 USED IN PLACE of HOOD 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
REQUIRED FOR WHOLES < 8F` DEEP) REQUIRED FORt 8 DEEP POROUS Ta PROVIDE ADEgWTE OItAMUKiE OF THE TEMPORARY
L PLACE THE BOTTOM 12 BICI#S OF THE FM C N A TRENCH MO "
SEDIMENT POOL. BURLAP MAY K USED FOR SHORT TERM BACKFILL THE TRENCH WiIIH AT LEAST 4 MICIES OF CM)SHED STOLE $ ABC
>h OPPucM�TO & IT MUST IIE IMAM EVERY e0 DAY& OR 12 INCHES of COMPACTED SOL. STONE BASE AT FINAL GRADE.
Q" SO O DROP MANHOLE � PLAN PLAN 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
48 0 STANDARD MANHOLE 2. cuT FABRIC FROM A OONiTH1000s Hd1 Tlo ELMMHATE .KTMQI� 7. FASTEN FABRIC s�1CllRELY i�o THE STAKES AND Fw1AE..l0llis MUST 8E NOTE. L's�E 301Xi PSI CONCRETE
y� oNQgAPPED TL) THE NEXT STAKE. � - � B a P. _ METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL.. BE THE RESPONSIBILITY
NTS & FOR SPXEL USE 2N�i-INCH Wrw�rmrrjwmu - S EXPANSION JOINTS
NTS; PEE TONE PPE ZONE METAL WITH A MNARRI LENGTH OF 3 FT. �. „ TOP OF THE ,,,O FABRIC H,L,� ,,,�,,, ,, oRDUHID _ ®ETAi L A -� of THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
BEwnHDN DOWNSIME FROM THE DROP waTo KEEP RUNOFF FROM •--� -I a" F 4'-M" 4'-e" 16. ALL PAVEMENT BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
MMUIM4. WAM �OF 3 FT AAPMRT Y OWE 1 EM � BYPASSING THE I N.ET. IT LNY K ,E�NIY TO OM A TEMIKIRAW 1 ( NTS ,
CI" O.D. r r as Hr DIKE ON THE DOWNUME SIDE OF THE Inumum S M 44 BARS "V" 6" e" STD. ..Wl FRAME, WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LiGHTS
THE GROUi�, MPROKLHMTEL.Y 16 INCHES DEEP. N�Z� A NT SE N Y ARY -�-
E N WING U N Fl NDITiONS. soh r-w OUAL A 3" /1t„ - /lt„ GRATE a HOOD OR OTHER TRAFFlC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
CONTRACTOR
& GEOTECHNICALDi� A ND. TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
y TEMPORARY FABRIC DROP INLET EROSION CONTROL T _
y� ENGINEER TO DETERMINE 2 _ =AS
FrHw R ACTUAL PAVEMENT sEcnoN. - 1 1 - 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
PIPE s Mrs 2 SPILLWA I k'v - 5`°" ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
TOP OF BANK EMBANKMENT P4VEM ENT SECTION r� 14' ''� R R ? i PLAN
MiD'O"t°D iMl EL. 26.5 co�ER - t10 ` LL LL CURB AND GUTTER WITx CATCH BASIN oN STEEP GRADES SLOPED 70 DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
ON THE o oc� CLASS 1, 2 0 FLOOD POOL EL 25.45 sECTtoN A -A m1 .0 18. CONCRETE STORM DRAINAGE PiPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
+_ ° 0' 1 � - � ?• 3 W : w EXPANSION JOINT - AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
II. _ (t" MM. CLASS 1 OR . '.' .. • 7'• I `9 . iD • USE 011 FLAT GRMES 2% Am UNDER
""'"` ' - MIL 3 MD NORMAL POOL EL: 22.0 TREATED 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS'. PAINT SHALL BE A
aAss i M LANDSCAPE FLOW
Ell 21.0 __-__ NTS - DEPRESSED GUTTER LINE.CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE 111, FACTORY MIXED, QUICK DRYING,
{ I 1 1 �I -� TIMBER -- S�J lf:::::�f
-o- 3•-G�
EXPANSION JOINT"I m r-�
FOUNDATION I I 1 I IFOUNOUION 1 6 B SECTION S-S L e<°.Dt DR 84O-D2 NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
o�••,� PIPE WTEMIL 0 m I i A PLAN OF TOP SLA ELEVATION SEE STANDARD NO. • - yy{,11 /� IIM PI� 'N POOL I a �.ia C.I. BOX NORMAL CURB AM GUTTER ON LIGHT GRADES
1 w - � ' UNDISTURBED NIGHT REFLECTING.
� .�'� � do COVER MAX. 45 20. DUCTILE IRON SHALL BE CLASS 50.
PiK BMW DIM41114
S SUMP CHANNEL BOTTOM _.NORMAL GUTTER LINE 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
POND SLOPE TO BE SEEDED pV ACCORDANCE 3 %w LONG SWEEP BOTTOM STRENGTH OF 3000 PSI ®28 DAYS - AIR ENTRAINED. C) z
TO SEEDING SPECIMA )NS EL 1 � 7w AS REC'D TO REACH G- E N8 "W" BARS a" EXPANSION JOINT 8„
• &I VEGRATED SHELF_TO BE PLANTED � CROSS SECTION TEMPORARY SEDIMENT TRAP TABLE � � 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR i�11
OPTIMUM DEPTH „ „ USE ON GRAPES OVER 2t
TOP OF BANK TOP OF BANK "'�"' 'D �" I.E. �1101'i T' E - w_z -- NO. REQ'D PROVIDED L W D 3 EQUAL SPAC s " BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
. PIGCEREL. MINED PONDYMEID, w ( • / DEPRESSED GUTTER LINE
EL.. 26.5 EL 26.5 SEDGES, SWaRiWEE� 4ATERWEED t *YGIL.D CELERY w W 1 ACRES ,G- MAX B'-O" PAiD FOR BY THE CONTRACTOR. I.-il
FLOOD POOL EL. 25.45 R r _0 � 1 1.84 331E 3400 170' 10' 2' EXPANSION JOINT
0 ON POND =ONVARIABLE SLOPE 45 - " "840.02CONSTRUCTION SEQUENCE `,.J P f , 1L¢" SEE STANDARD NO. 840.Di OR
1.596 MINIMUM 2 0.33 594 700 35 10 2 ELEVATION
NORMAL POOL EL 22.0Nsl_NTS NIPPLE PER COUNTY MAIN x ' ' ' SECTION R-R NORMAL cNHe AND BUTTER Q" STEEP GRADES 1. NO CUT SLOPE OR FiLL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
REQUIREMENTS COMBINATION m - ~ R _ I - A., 0.55 990 1100 55 10 2 - EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
MINIMUM DIMENSIONS AND OUANTIi/E3 FOR BRICK CATCH BASIN
1 1 NOTE: MINIMUM 3 FEET OF C R DIMENSIONS OF BOX AND PIPE COVER• IN �X ' waa.r 0 C.H, A,0 °DTI°"$ 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED 04
3 SHALL BE MAINTAINED UNLESS = POPE SPAN WIBTN NICTN SPAN ,EMtAN HE"_ DIMENSION ITN NO_f_EMi7H f ITN T°LOS. LAB fL00R iC HT- T.Ni. TrNT. O ONE PIS INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
DUCTILE IRON PIPE IS USED. } 4 W C.Y. R.C.
A A 3 FORE BOTTOM EL 19.0 QJ r 4' 0.291 0.281 D.EDW D.321 0.321 10.03/ O.os7 12" r-°" r r D.2e, 5_ o•74B 0.321 0.020 0.03E 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
0.281 o.281 0,9w MIN. H o.32r
,. I5" 3'-O" 2'-2^ 2' A�rE -- Am
0.113 BUT NOT UNITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. u
"' TYPICAL FAR SIDE �, 2." 3'.°" 2'.2" 3'-2" - _
STONE SECTION A -A t8. 20-2- 2
0.281 0.281 1.070 O.32t 0. t13
(/�� � 30" 3' 0- 2'-2" 3'.4" 3'•4" VAR. ,'-,O" 4•-." + ,•-6" 3 +•-1" 3 .'-," s 0.147 0,374 O.ra, 1.3os 0.37a D.+ob0-1T0 INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER. BEGINNING
FOREBAY SECTION NOTES: gg" ,'.O" 2'.2„ 3'-7D' 3'-6" VAR. 2'.,•' 4'-1" 4 2•.0" 4 4•-," 3 .'-i" ,9 0.167 D..,S 0.802 1.586 0.403 0.117 0.176
240 0.323 CONSTRUCTION. - -
in ---'--- SEWER SERVICE DETAIL -
,2" 3'0" 2'-2' 4'-5" t'-4" VM. 2'-1" 3' 8- . t'-9" 3 3'-3" 3 3'-3" 38 0. 136 OASTS 0.506 1.811 °"21 0.397 O.tt7 H0.240 0. J23
1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST
N -; ° 4B' 3'-O" 2•-2" 5'-O" 4'•10" VAR. 2'-6" 3'•6" ♦ 2'-8" 4 3'-3" 3 3'-3" t0 0. 173 0.410 O. 2.147 0.420 0. 1ST TOASTS 0.42E
$ w NTS SUMP SECONDLY. �_ -
4 3'-0_ 6 1••3" 3 3'_3" .B D.2„ Dale D.R59 2.5,1 °'••9- °""°- SILT. FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN. HALF FULL. l! 1
2" - 3" ' "2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY
COARSE AGGREGATE �! WiLL BE NO LESS THAN TWO FEET. ENGLISH STANDARD DRAWING FOR 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN w b�
". 3. SPILLWAY DEPTH SHALL BE ONE FOOT. 840a01 BRICK CATCH BASIN
SEE PLAN DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER E-4
50 RIGHT-OF-MN1Y 4. M EI FED PERPENDBE ICULARLY
� THHE F INCHES 12' THRU 54 PIPE C�►•�'•s FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. EIRM-4 1 4<
TEMPORARY GRAV .L4 � IV �-• OF THE LARGE STONE.
6. IF APPLICABLE, INSTALL `DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS (24
PLAN " •_ _ w v 5• SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF DURING CONSTRUCTION REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM0
6.0 I.D. CON UCTiON ENTRANCE 3.1 � CF OF SEDIMENT STORAGE.
F STEEL PIPE - N " s. of SEDIMENT IN SUMP WILL CHECKED AFTER EACH ENTERING STORM DRAIN PIPING. 0
.d- A a NTS t 4 1 4 AND CLEANED AS NECESSARY (MIN. ONCE EACH MONTHS). 7. A 4 LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
__ (� ;,I z .H 7• REMOVAL. Or SEDIMENT TRAP WILL BE DONE IN SUCH A WAY NOTE: FOR FRAME GRATES do HOOD USE NCDOT STD 840.03 8, ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS Z Z
ENE f DISSIPATO% � AS TO U}T1ii S4LTATiON. e" 9"
II?? •• ' •• ' ®" "• "®•P A A a 45' RIGHT-OF-WAY 8* - AM STONE� . • � 1 b" RAo7vs
PIPE SIZE VARIES ' SHL' SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
� S� TEMPORARY IME NT TRAP DETAIL "RADIUS ALL SLOPED AREAS TO BE SEEDED S LATER THAN 15 DAYS.
'I. (SEE C1 SHEET i ,� ,�„ _ 5,-0" WWP%A MDMMN 1j 2 ASPHALT , , GRASS MEDIAN oR w - ( 9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE. t'�
_ 3.1 SLOPE DETA� A NTS CONCRETE ISLAND 2r_8" � .. 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS t �'°t (D
I F C STD. 840.03 FRAME, ORATE AND HOOD I
::� -_B � ,� RADIUS PLAN DROVE TO BE LESS EFFECTIVE.
t 4" FT t 4'/FT TYPICAL �'1 ROAD CROSS-SECTION IVf� POUR 2' SQUARE x 4- DEEP � 1�" RADIt15 - " 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. z
- CONC. PAD-A110UND 1'Ai.VE BOXES -= _ A EXPANSION JOINT EXPANSION JOINT 1'-M"
_ L�fi"I. --L%L6�FL iPH -1 I.'. - -• - .:. •o NTS T TYPICAL �-
-I (PUBLIC ;ROAD} EDGE of PAVEMENT
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
.<� (D o
ENRN­q
8" ABC STD BAS-:t E �Z: _ - --- ,_ SECTION AA MAINTENANCE REQUIREMENTS
PLAN ED t-i 2" NCDOT HAiLEY CT., EASTDALE CT., ANGEL ISLAND DR. GRADE -WAIVE Box COVER
WA MNN i- ASPHALT .. WINDGATE DR. (SOUTH OF 90 BEND) / MAR. VAR.
� A ����7 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
9" TO 6" TO 2'-0"
GALV. BAR GRATING - i" x 1/8""BEARING BARS. FASTEN WITH d .7. �A 10,_on B 3'-11, " lo'-0' SITE. PERIODiC TOP DRESSING WITH TWO .INCH STONE MAY BE REQUIRED.
TYPE J CLIPS. ATTACH TO 1-1/4 x 1-1/4* x1/4" GALVANIZED ATTACH GALVANIZED WIRE E \ P�� 1' s' '�" RADIAL" �." RA•D,t.z 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
ANGLE FRAME. MORTOR FRAME TO TOP Or OUTLET STRUCTURE CLOTH OVER SMALL DIAMETER TYPICAL .mWHWWWWWWRMW CKS's-SEC N 3 2" GATE VALVE VALVE 80 • --t� C o - �a" RAOIt1s
TOP OF BANK -3 ORIFICE (8 MESH .020 WIRE NTS ?SCREWED FrTTiNc i OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
(PUBLIC ROAD � IRON BODY " THREADED PLAN -_ ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL 1-4 . z
ELEV. 26.5 FL OD POOL 25.45 ` I 2 C.I.P. COUPLING 04" RADIUS PRACTICES AS DESIGNED. I -I
KIRKWOOD DRIVE 5o RK*TT-OF-WAY t° SLOPE UP TYPICAL Ta 2''Ri"8" { 3. SEDIMENT BASINS WILL BE CLEANED WHEN HALF FULL OR THE LEVEL OF SEDIMENT REACHES 2.0 FE , ~i
-= SHL - -- -w_.:_ CONC. PAD
I" - 10'-0' SECTION - BB BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
PIPE SIZE VARIES
' '- - 5'-0a �- Qn6 ELL - SEDIMENT POOL NO LONGER DRAINS PROPERLY.
ENRIMMI
(SEE C1 SHEET) 40 RIGHT-OF-WAY 3:1 SLOPE TAMPED BAt:KFlLL' iTEWED FITTING '� 4. SEDIMENT. WILL BE REMOVED FROM BEHIND' THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
{ MAL POOL 22. ._ " - , " - t 4" FT t 4"/Ft °-0" •- " wl _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7" 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY w �i H
INV. 22.0 N /1,_�2. : 5 -O 5 -0 M z • WATER MAI
3:1 SLOPE - • - .• C NOTE: TAP WATER MAiN ON Tor cF HIGH POINT BLOW -OFF. DEPREsseo GUTTER LINE TO MAINTAIN A BARRIER.
NV,_Z.�. 9 ;. .• I
3 = 1 4w FT t 4"fFl, 8" /r,� STONE @�►S� in TAP WATER MAIN ON BOiTO�! FOR LOW POINT BLOW -OFF'. - EXPANSION JOINT I I i � EXPANSION JOIN:��_,
\ _ 5, ALL SEEDED AREAS WiLL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
_ " SEE STANDARD No. 840.01 OR 840.0E PaTO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, Fri --TEMPORARY ;� z n_.,00",
11 ��T S� p�pppp TN VEGETATIVE COVER. GRAVEL : a •...:. WfATER MNN Z DETA� 'A' BAN.. SE m .��EI,, .1"f DGI�L ELEVATION oQ4 5�� eP5DE SE ER.. _..rS
8" ABC STONE BASE NTS - a" 2' O" oP GP `
W1 5'-n" W FILTER p�
Ir 0.WPR JO
.1 -1 /2 NCDOT \ Epp �I M k �' M CM -SEC .ON ' 11, RADIUS 3" RADIUS <.A,��, �t "�^•' BOTTOM 16.0 wA i- ASPFYiL.T _ °°SNN. SEMV� t�" RADIUS e�o` o`
C��TTAii A - a ' NTS (PUBLIC ROAD} SOLID COVER SEIONM PERFORATED. PERFi?HATED AVAILABLE A fcP 50' . 0
JCy �L jj��//�I�� /"� I I CM-SECTION?r SPEGHALL 4 SPQ d+
CLYER SHALL STATE USE OF SYSTEM � 1�", rLP *
(ICE.: S£WER, STORM DRAIN, ELEGTRTCJU } - EP
NITS _ WINDGATE DR. (EAST OF 90' BEND), SAN MATED DR., � : � ;�__ -�- T 2'-e" �,,� Ho1N `P 5 0.4 T-I
I nu DMTIAL' POND �111ET STRUCTURE PUBLIC ROAD NAPLES DR., STAPLETON RD., BRANFORD RD., MORROW RD., OP OF GOYER�� OF BANK
HILLSIDE DR., LAVEEN WAY, LENOIR DR. A A B � B SECTION - cC oP `P M 0
NTS CASTINE WAY, WALSTON DRIVE -� �PQ�� o F ILLwAY �
1I%�_,,�,_3 1� 0� PQQ A
/ " R. \ NCDOT STD. 852.05 C 0 N
/ '0'R R/ ^ BOTTOM OF COVER -1 , / - L2" 1'-6" CURB AND GUTTER .
I I- R. - - -_ 6' Z co
' ' 10'-0"t 5'-0"t VARIES 2'-0" PLAN OF COVER 26.5
-- PLAN OF FRAME 1:4
I I STREET WATER MAIN VARIES / / 50'R R/W 1' -11 t�" MIIHI�NM�
/ 14' MIN 2 _,, " MEDIAN CURB FOR CATCH BASIN NCDOT STD. 852.05 �
VALVE Dc _ 39V B.O.C. e' i w . Cd
\ � ` V-1, 34" N � NTS .. < � W _P T 1
\ / / ` -:....- 1,-IONI i_ __t - giEe \.J
I GflA JUL 2 EMERGENCY SPILLWAY ®STALL Z.� o�
$ 0 x 6 CONC. PAD AROUND BOX I �" � , \ TYPE nt , 0
50' RADIUS ". RADIUS , \\ I 3aa11 I � � -` SEE STD.NO. 840.03 - IN.�� T," i CD
{ 11.01.
50' ROW t' ` � i " I+ -4 " BACK OF CURB 31 EXPANSION JOINT 0 � o_
^Hi'-10 4-8. ® '
- ` , 1 !\ %" GENERAL NOTES: _L \ ALTERNATE X 8" E-'j 4'-8" coT. / , \ \ SECTION B B - - CLASS "B" CONCRETE TO BE USED THROUGHOUT. I " J co C'.i
4" 2'-01g"-- j
MIN21RAt WEIfiIiS -Les. ^ o ALL CATCH BASINS OVER 3'-8" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2" ! "V" 8" 8" �j"' �°" ' 1 z
22 B-B �� �" ti v n o P o ° 3 GRATE 8 HOOD ` Z
•TnI COaV '� -
ON CENTER. STEPS SHALL BE IN ACCORDANCE WITH STD. N0. 840.88,
O 1.,"., � 2•-9y4 / \ FRAME - 1 Y _ Y o 9 0 1i•2" tl+l" 7� wa
IN ` COVER - 120 -{ 8"_- 8" OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR N4 BAR DOWELS AT 3" __._ ,y L ' r"- w
° , I RADIUS SECTION A -A I ` I TOTAL - 3D0 � A - _ - - - ° 12 CENTERS AS DIRECTED BY THE ENGINEER. -� q 0 Z
1O AL SITE TRIANGLES V MA, GATE VALVE ` / m i Bn D FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. \ - f-1 �j I
AT ALL INTERSECTIONS l tQ B- / / SPECIFICATION m z
J 5' RADIUS w I CLASS 30 IRO" MEETING I i IF REINFORCED CONCRETE PIPE IS 3E7 IN BASE SLAB OR BOX, ADD TO:SA3E V) = E! V) M� �_ 0 O /•ti
POURED IN PLACE T iL c �.d Li
---_
As SHOWN ON sTo. No. aao.00_ R R = .L PLAN 6 ®" '''
- CONIC. BLOCK r , 1 TAPE B2 AST1E A-48 v o r c ` USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED W 40 -P PI rl
{ ° " _ A °3 .J E CURB AND 817TTER WITH CATCH BASIN ON STEEP 6RADE3
- - "�•'"� - � J � � = 4W RAMS 50' ROW ENGLISH STANDARD DRAWING FOR V ° 1 ° ` � ' " SECTION X-X FOR $'-O" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER a � � � w 0) Q' d
2-3/4"f srar�Ess _ a"P.4 Phi
STEEL *0 RODS "* PI TO A U -0 IN HEIGHT USE 8' WALLS AND BOTTOM SLAB. QUANTITIES 4i T � 0 FFx
-
STEE H! WASHERS • Mom• � CONC• BLOCK - MANHOLE FRAME AND COVER PLAN ro BE ADJUSTED ACCORDINGLY. EXPANSION rol //�1��
N.T.S.STEPS -STD. NO. 840.88 USE ON FLAT GRADES 24 AND UlOER
V P-L (In
W { { 840.54 X STEPS -STD. NO. Bao.6644-P �� 0 a
> SEE STD.NO. 840.0.3 3' 0" - K S' 0"
V TES 28' B-B 2-3/4-0 STAINLESS 10'x70' SITE TRIANGLES _ - FRAME GRATE AND HOOD _ - --
NOTES: STEEL TIE RODS { 'RD (0 D - DEPRESSED GUTTER LINE �-1 p
1. DO NOT BLOCK HIYDRANT N w NUTS & WASHERS AT ALL INTERSECTIONS { 1' 011 S - •� T i�j
2. COAT TIE RODS I NUTS w COAL NA r 5' RADIUS EXPANSION JOIN. ti • P4 0) PN..1 f� ► cv
3. DO NOT SUPPORT VALVE X DIRECTLY ON VALVE.
4. P�ALL�TIE� RODS.NUTS,WASHERS TO BE STAINLESS STEEL [/�..,� � t � .4. - ' GENERAL NOTES: BILL OF MATERIAL - - - _ _ - - - 2 - - - - - - - - - - PLAN OF TOP SLAB SECTION S-S ELEVATION SEE sT,vIDARo NO. a4o.o1 OR eao.o2 e-17� j'!'�'�4 1r(Td• U
�- -- -•- -- --• -- 9 M M i WA• iN �I.MNE HYDRANT c�� s�`V .. s -'-' •� --- SOLID CO °R JUMBO BRICK BLOCK BE USED FOR WALL CONSTRUCT=Op.:... bn _ 8n .� V I� N�
_ SOLID CONCRETE BRICK OR Bl.Odi ARE OPTIONAL HALL C0IISTBUC71*11 v -I NORMAL ClMf6 AND BUTTER ON L28HT GRADES
CUMATERIAL. BAR CITY. SIZE UBNGM WEIGHT
NTS PRECAST UNITS HOE of tx.A88 "M" CONCRETE MAY BE USED IN LIETi
A B ,5 r-2" 9.1 _ 6. 6" , 8 1, 7YIA
HTS OF BRICK MASONRY CONTRUCTION. DESIGN OF PRECAST UNITS SHALL G Ie a5 s•.6.- BOAS 0 8" ° �..u.-... 8
BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. c 52 P4 I'-4' " 46.3 t' A P B" 0 S. fiOR6.
MAt. QUTTER LINE
�P o
- 4V ROW 28 B-B L SHALL r u -5 6'•I1gmb" 101.5 _ o E-4 E-4 S. E R8 "W" BARS EXPNMION JOI
/4 11�� USE ON GRADES 2't
All ADJUSTMENTS TQ WALLB, SCABS OR REINFORCING XhtERUL SRNut STEEL TOTAL WEIGHT z3v_a ° ° � E
FRAIAE AND COVER �' INCLUDED IN TIME UNIT PRICE 870 FOR EAM;31 UNIT. . _- ° N O °°
Y-w 51-10" D. N0. 840.54 ELEVATION OPTIONAL MANHOLE SK46Lt BE INSTALLED IN POSITION As DIRECTED 81 CU. Yw. cuss 'AA' COW. z-e ' ° --
THE ENGINEER. ALL RESAR CROSSING THIS OPENING SIW1 BE CUT OR CU. YOB. BRICK/FT. Irt. 8'1 o.s3 o = tR C s I G
ECCENTRIC CONE -- .�• •� -- -. - BENT
TIKO ENCLOSED MINA" CO CREST TONNE GEE. HET PEWNGAM T HA A cU. r0s _M+IatFr. 1+r. tfr. o_s. o P o 17 PRESSED GUTTER LINE
- '- --' �- "�" MINIMUM OF A 3" CONCRETE 7X)VEHMIE IS OBTAINED. REFERENCE STD. __-_. - T 8" ° D r° 8"
o EXPANSION JOINT ' ^ 6'-0"
ND. 640.54 FOR MAIRMOLE INFORMATION M
F w _1_ -
12^ t2' SECTION Y-Y
t I _- JUNCTTOM BOXES OVER 3'-8' IN OEM WITH MANHOLES SHALL RE M)IR: °P 8" � D " ^ 1 "
STEPS t0 BE PUKED ON fi'-2" CENTERS. REFERENCE STD- M0. 8A0.68. ° °° R ° ELEVATION GEE STANDARD N0. 640.01 OR &to.02
I t TYPICAL DOL)8LE CALL --_DE SAC _ _ '
c Nam, ..��..�. o _ �- - o SECTION R-R
I e. t 'tv DOWEL "C' BARS
S I3 E SPACM AT
A MAXIMUM OF t2" CENTERS. ° � v � v „ NORMAL ClltO AND BNJTTEfl ON STEEP GRADES
" ° 811
MAXIM
IT AS
B END ELEVATION " o MINIMUM DIMEN8IOM8 AND QUANTITIES FOR CO"ORe7e CATCH BASIN
- " DIN ENBIOMB"OF BOX AND PIPE COVER W. YIN. CONC. IN BOX H1 qpp DECIUMONS
11 iv I i0 - - CONSTRUCTION OF THE JUNCTION 90X SWILL BE IN ACCORDANCE wITR ° WHERE 30" TO 36" PIPE IS USED , a v PIPE SPAN WIDTH WIDTH SPAN NEIeff MEla ff DIMENSION BARB-U SAWS-V BARB-W TOTAL T� IR TOTAL PALL/ C.Y./ TO ONE PIPE
I 1 t7fa,atAL MOTES � SECTIONS a30, a32, 834 AND 840 OF THE STANDARD SPECIF!CATT(-S. ° v .Y. R.C.
D W T As ^ SECTION J-J 0 A B C G IN. N1 N2 E F N0. TN NO. No. tJi3. sua F1'00A ',triLB MxtNC. FT.HT. fT.xT. .HT. C
�o• . 4 SIDE ELEVATION
,228
o I I E 12" s'•o" z _2" 2 -9" 0.235 0.513 0.748 0_220 0.015 0.032
2' ` 2' CONCRETE NNDIINM tXMM4E�IYE 8T1ElN9THR SHALL w 400o PSI. INTERNAL MIN- IIIM. HIM. CIRCUMFERENTIAL 6'-0' ° ° ° SECTION M -TYi 15" 8'-0" 2'-2" 2'-0" 0.236 0-5e9 0.818AM 0.228 - 0.023 0.036 \, 1 11 1 i I ► / /
- U) R i i CONCENTRIC OIIIETER HWL TMrlMOTTOr ANEA of STEEL J-- V ° ., 1M" s'•o^. 2'-2^ 2'-to" o.29a o.M89 o.99a MI". Hf 0.228 o.os3 0.049 \\\ !///
"•' PRECAST WHOLE CaRONFM TO BE FABRICATED. ASSEMBLED AND __
CO+E SECTION 3" 'e" BARS* It" CTB. 3" "� _ 0 24' 3'-0" 2'-2" 9'.2" 0.235 0.774 1.009 0.228 0.069 0.085 \\ \ HIM /,
STEP STD. OF9IOIIED IN ACCORDANCE WITH AA9NT0 W98. (R.) THICKNESS SLAB THICKNESS PER VERTICAL FT. ° _ .�'
R -II i^ v I 30' a'-O" 2'-2" 3'-4" W-41" VAR. V-2" 4'-0" 4 1'•6" 2 W-9" 3 11". 39 0,123 0.921 0.950 /.394 0.271 0.077 0.09E OCTET \\ •` \ 0 //
N0. 840.8 _ - RISER AND OR/OE RlM86 SIIAtJ. !E ASSEMBLED I" SI1L71 A YAIHfW MIN.) (IRA.) (Saw IN.) __ 1, J ° I J M M 36" a'-0" 2'-2" 3'-10" 3'-S" VAR. V-8" 4'-0" 4 /'-11, 3 3--8" 3 3'-9" 43 0.161 0.368 1./S4 1.673 0.z90 0.077 0.18E 0, 178 \ ` C / /
I i v AS TO CAUSE THE STEM TO RAVE A SPACING OF t6' FROM THE TOP •A v 1 _ B ° R u o ° s 42' 3'-0" 2'•2" t'-s" 4'-4" VAR. /'-S" 3'•2" 4 1'-M" 2 2'41" 3 2'-/1" 92 0.11E 0.818 1.315 1.745 0.228 0.281 0.oe6 0.180 0.243 \ • GSS� • //
TO THE BOTTOM OF THE MANHOLE. 4 4 6 0.1E I ° ° - • H12 \ /
__ o i "1 48" 9'-0" 2'-2" S'-0" 4'•10" VAR. 2'-0" 9'-2' 4 2'-9^ 8 2'-11" 3 2`-it" 3S 0. 148 0.9M2 1.lt� 2.057 0.30E O.OMS 0.296 0.31T \ �+ "•'•• /(///��J i
1 LWHEREOCAT TIME IIAIMIDIE IS EXPOSED TO ROAD TRAFFIC, THE TOP S 5 - 6 _ 11 15 47{ 4 f I FA - W" 3'-O" 2'-2" 6'-7" 6'-4" VM. 2'•7" 3'-2" 4 2'-,0" 6 2'-11" 9 2`t1" 41 0. 180 0.98M 1.828 2.39E 0.924 O.OBa 0.297 0.40, ` ! /
' I LOCATIONS IT B"a1R.D BE A MINIMS OF 9" ABOVE THE (WOUND. IT 8 6 O.f6 � - X X I - ` �•
OF TRUE MMMIOLE 28 TO BE FLUSH MIT" THE GROUND. AT OTTER '? `' v n ° ( m G i
11
nl
SEA L
5 -- 5" - BOTTOM
S FILL LIMITED 10 30'-0" FROM FINBN GRADE 7D TOP OF aDOWEL "(" IS USED IN PLACE OF HOOD U.
° ( a °'
5" 24" 511 yT.�! e0r7ar SLAB. o i Aj , . VIEW WHEN 8" X 8" CURB R ° I
- T -.,
STEP STD. N0. 640.68 SECTION X-X 1 : THE MIN SUM THICKESS'r SHALL 9E THE DIMENSION OF THE ALTERNATE CONE SECTION "• °i- v ''U _ ._ o V V -
m r - _ _ _ _ _ - _ '- - _ -_ _ _ -_ _ _ THtI•IEST POR7IOM OF THE TO►/BOTTOM SLAB. - GRADE RIND - L '"'. ', o v ° P - ■/R��P ■��rM9 J
SEE GENERAL ND
24 QRAOE RINGS IN 8" HIGH A - 1 • TOP RAT OF REINFORCEMENT MAY BE NEGLECTED IF TO SLAG HAS �"-MIN. AREA OF STEEL 1 / ° ° MlrrlAr � -, 173! 4
,0 KEY SECTIONS TO BE USED AS DIRECTED I I A DISTINGUISHABLE TOP AND BOTTOM. ECCENTRIC CONE 1::��� �LJ s"'`LL BE o.07 in.' -{- " PLAN �T�� a ,/
BY THE ENGINEER. � --A I _ D . 2 W -ovTl MUPNDI 5 -9�9 (WITHOUT TOP) PLAN PLAN j
L1�I SEE MAX. SPACING Fpi PLACEfE1rt AND 7• 7" SEE sTAHDAAD 6•o_s4 - ( .-•/(, \
ll�� L O Chum. Air STEEL IHFORMATIOM FOA YA"OL.E QrtA f FRF� . •' / / ` \
C=J NOTE t- at". ADDITIONAL teal REINFORCE ENT HOOK ti.h," +Arius HOOK
P4 HEW IS LOCATED IN MIDDLE e'-0'
0 o a�I" �� THIRD WALL �' FI42BN _ /- AUP A^ME �,E� CONCRETE CATCH BASIN NCDOT STD. 840.02 o �� .... ¢,y
SEE NOTE_ = = PLAN OF TOP SLAB 70 SURFACE ELEVAT10M MAX. I •�1�a• / \\
GROU C�-_l • l� "Y" BARS cONCRETt Tor sags UNION TMI So ///GREG0 \\\\\
T-^ �P FEMPE
Cl A . 3'•3" 3'_3" - •-. 1 1" TIN. TIN. ME11 OF STEEL IN TaP - �-_----III --. f � W I 1 1 1 11
J STEP STD. 6' 'r" OARS P tt ' ci5 a" SAR OIYENSIOINS ME OUT TO AUT ----- ,��- � `•- � /
0 _ l ' ; 1, FOR 12" BRICK WALL cLR. sLAe BHALL BE 44•B P 6' cis. HD. e.o. to , '
r.-1 E d 2'-11° } 2'-11 FOR 8" BRICK WALL FLAT TOP SLAB E#ZHWY/EACH FACE •. �-AP I1 ' 0 / \
SECTION ON (CIRCUMFERENTIAL . PERMANENT
■/�/���� /■y�..NN�■. _ _
' .we�wP arm M. ... REINFORCEMENT) T°OREL."C" �/M �'" SIM -_•� , I •�
. RL• ADDITIONAL 44 EA;H nwsu .r,,.nF w.ar , -\ 16 ,�, 1 jl w� � � FAM QVA �A& •L WE COMMON ONLY �O 'MINED IT C'RM1= BE
• > �+ DOME A PEST. BE1IMM:NQR458 MAY BE RFAACED WIN S b/Mae ATE 01- 2 2 - 0 2
- LONGITUDINAL � ASK
SIDE OF OH'EMIID (1" .-r."ncwt"- rn ADDITIONAL o4 EACH AEINFOR12 TNT /YIN. S 4 B- MDaUK � A 12O 11 /'� /'�
GENERAL NOTES: _ CLEAR OF BOTTOM FACE ws• SIDE OF OPEHTII6 (t" RISER -\ " O.t2 tN.'fFT.) . I' `" e• S � T1�E � OR 'i0D _ gFa&R (Kobe
� MOCTURE
JMHMie k&R � :S ESiVN PVT
PART SECTION Y^Y MORTAR JOINTS It" t h" THICK. PUCE BARS DIADONAL r L'LFM of BOTTOM FACE) . e" AraWw1 olb.Ml� i
40
TO CORNERS l7YP.)
}�-+j+-�{ CLASS "B" CONCRETE TO BE USED. "' . • g - yS pisdrYgNrt and Caostoi ply,, (groin) MTIL 1 - JURY 15
1f 1 1 - - X x W '
FORMS ARE TO BE USED FOR THE CONSTRUCTION I1IAl .TEPS - 'roTEsEE ''�T R1E CawQ 120
OF THE BASE SLAB, FRAME 6 GRATE " t 12 N THE PUMON T MO MgM010M A SNAIL-S IM IED aIOA1p111Ba MAY BE K/�faOn 'n
", sDBSTrnIMED d A rNaE OF AID 1B/AO+E. - It 19 DATES On* rNMMM�I 1wedavo whom 6 aS m OI t.rnpmary amer in not i• NM,ama AWN MVL
CONCENTRIC CONE JUDO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID - ,-RASE i 1 R N ",... pypMl'Nos' MOTES SM GEE STD. e40.s+
CONCRETE BLOCK WILL BE USED IN LIEU OF CLAY BRICK. "' / FOR W,DLE ___ 12" BEf IMBET "A' FTTN ,-." $TRATION ,MMNNIY - APLE
_ DIMENSIONS SECTION a /`f e"rww.Tts Ow_ ALOW - DDCEI�R IDIMDM/S - AUO" 15-DEC. 15
PRECAST MANHOLE COMPONENTS SHALL MEET REOUIREMENTS 5 t / 4d' K RING AND COVER �i DOWEL "C" . tXk4TAL PLAN and FEDMONT - AUG IS-DFC JO MIPLY WETS NO ftRt1J�k AOfX>AONQ TO 9a TESTS OR APRY 30W b/oae
PIPE BRICK OF STD.NO.840.52 AND AASHTO M199. 5R -Rrr XT� 6-6 I •! T.
$ �yy, dW1110 AQBCULTIIRE t1ES701i MO a00 b/aaM 10-,0-10 NiRI91�]t
DIM_ HEIGHT 5i = -i , Xr� •, REINFORCED CONC. o o . j-- MOIMDINIS - MRY 15-AM 15 WL ... I,' - Abew 29M fi Feb 1°3-Mq 1S
FOR MANHOLE OVER 12' VERTICAL WALL DEPTH BRICK MASONRY WALL 1 - -f v`.tr. FIG. (GEE sm. PLAN OF BASE SLAB INSET "A' Tv,1 PIEDMONT - MAY 1-Al@, 15 Bs1ar 2500 1E F•b 1-M•y 1 �Iy��
' i' _ _'1 " • ' . 1525.01 IF - CONCRETE f/ �\ r. CXxLs & PRAM - APR. 13-AUO 1$ APPLY Lltf AiO FE1NRf�R ADLQIONO TC !OL TE31S. OR APPLY 3000�'S,OOD b/ea•
D H1 MZN THICKNESS SHALL BE 12. FOR MANHOLES WITH A VERTICAL WALL . • RECUT RED E BLOCK e U PlsOtgiHN - Jon, / 1 WL A� �"
r .: " _MIN. AREA OM 57EEL IRA i A1>RK 7IiTISMt LiE$IOIE _�E THE LAMQt INiE OMY 90t$) AIO
12' 1 -5 DEPTH LESS THAN 12' BRICK MASONRY WALL THICKNESS SHALL BE 8".1:7,ASS SLAB STALL eE NOTE i : SECTION "8" OF THE PROPOSED •Atl SlAit 8" THICK. :• 1 FERI6®L � P10h - DUO.-�-Ap. 1S u�1,9,�, w/st���
/5'_ 1' 8n I _ _ _ BASE in' PSH LINEAR _ _ _ _ _ SECTION -A" SHALL BE /2- THICK. r w - - - ` /�p1Dvm= /0-10-10 FOLLOW SDI TESTS OR APPLY 2A00 IB/AC ONOUIO AOIbEtI7URAL MRNMdNPM7
RISERS AND GRADE RINGS SHALL BE ASSEMBLED IN SUCH A MANNER AS TO - FOOT FAG" WAY NOTE 2; IF PROPOSED STRUCTURE EXCEEDS 12'-D- VER7ICAL HEIGHT A Wr Ail j8 IlE41ONE MID IADO IB/AO 10-10-10 FERiLL¢Elt.
18" 11,1111 CAUSE THE STEPS TO HAVE A SPACING OF 16" FROM THE TOP TO THE - - - - - - . DESIGN WILL BE REQUIRED FOR APPINCIVAL. ' SL Ai D1*A = APPLY 4A� R✓eaW aMM S1111 R EDUlWiL R OOIER OF AXVM
2a" 2'-8 BOTTOM OF THE MANHOLE. ANCIEpt
NOTE 3: All REINFORCING STEEL SHALL M SINGLE MAT• •r BARS v 11tR TWK � OF SO TESTS APPLY $� L!�/ACRE LOUD � � IIRRiI BY TADIOIAAi MITI ASRMLT, RdA1Gt ON IETtiM: OR BY
EXCEPT DOABLE MAT STEEL MAY BE USED IN LIEU SECTION X-X TURN L11E12101E ND Y!!(} ACRE 10-10-10 FFRf1I2ER. Follow � of MMI tmb Or 2A00 b/oerw woum O¢IC4F- MM A MIICN A1Mi101alo T001. A 06K MiN BLADES SET TINKLY
30 3 -0 WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, THE TOP TYPICAL MANHOLE SECTION of NOOK BARS IH CASE STAB. CONCRETE EASE $ AB-' WrTH TOPt APPLY ap�O-�D -b��f�mW aMNI SIMN OR EMAKENT CMU OF ANDNiEII SIMTAdi SPRY I Ia wW 750 b xn 10-10-10 USED M A MULCH ANCHORING TOOL
36" 3'.7" GRATED�INLET OPTION MANHOLE OPTION AN�10M / M4lY 4AOD LHl/ACTE SIWLM ANCHOR SIRNiP 6r 1At)aN0 WIN ASPNMLT. METING.
C I
42T' 4 -2 4'-O" OF THE MANHOLE IS TO BE FLUSH WITH THE GROUND. AT OTHER IMI01L S71YM BY UICIIIIo MINK ASPINLT, R01MO. OR IET)IIO OR BY CRAP-
ING WH A MULCH MNdgRNO TOOL A 061E WIN NADIR SET MOKY WWMNR COWL
LOCATIONS IT SHOULD BE A MINIMUM OF 9" ABOVE THE GROUND. MUL�,'M BE LSEn AS A MULCH ANCHOF c TOM- �� � � ACH�A TOOL MICHORM IDOL
Mm BLADES SET iNEAwY sTRMpir CAN BE ���'cE
ALTERNATE CONE SECTION IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX; ENGLISH STANDARD DRAWING FOR ENGLISH STANDARD DRAWING FOR APPLY 4AW AS;IE SRMN. M10pR SOW 1i/ TACINO M01 A94W l UTM .
ADD To BASE As SHOWN IN STD. NO. $40.00, - PRECAST MANHf1LE 4', 5' AND 6' DIAMETER TRAFFIC BEARSN6 JUNCTION BOX OR A MINA IDOL A OW WITH BLADES SET NEIWLY S1101017 CAN BE APPLY 4A 1O LB/ACRE SINS ANCIIOR'STIIIW BY TACIOW UM AWWLT. NETiNa
MAW AS A MULCH AM�01pN6 TOT- IMMGMMISMGE � MULCH NNi1tAiLOtEiC1i01 R MRI BY
SET WANLY SMVCHT CAN BE �M�M!�. �WY RFI1eF11>m 1HE FOLLOWS Mw MRN so I MIROOOt
. N.T. 12" THRU 48" PIPE FOR USE WITH PIPES 315" Ai(fl UNDER N.T.S. MAN ENA"CE 11oaMREs. Ott BE MGM ONLY ONCE A YEML HIDE A NEST APPEARANCE B SHEET 14 OF 14
840.5E gq{j , 3d MAIZE /CC UM 10 SOL TESTS OR APPLY a0 !I/ NI N N MMMRY RMPO• and ntormin denReeMd ar o MNSR1iMEMly Tapdrew WON SO Ib
TS - - n y �R3, Ms 1Ns i1QE119 A LoeeExlploYOAIPLC 1OMS 1 11G or EEomMorN MsRNRMkM>Niap•d•>ri to bta F.MMuary or early More1R, COMM al1E SEf4CFA NO MOM kS OFTEN AS IEEFDEA
N mlbapsn Wyoed
RERIJFRI� !' QI>lM1 NI< NqT FlMLY AOBMMOE RESEEA IEiFJNtlJIE NO MUIdN I/- 16-4•-0. OR 98NNN TURF FERTI�R. IN�00 FiRIt1ZER APPIOA710N'S OUF� ��A�ME�E JNrRM /5. aYrMssd WNER 30 6/aaw Kabs�iPMdma+t and Oowlal Pldm) 1
MEDYOELY iOlIRD11IM 1]NOSIOM AIR OTTER ONMCE Ovrllom MEA6 11wEEDNTELY. MOI TD A HET81ir OF 2S-3S INCHES t shown and NT.0d im- i 0 0 0