SW3230606_Plansheet - Misc. Detail_20230630

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X:ILCPW STANDARD DETAIL AND SPECIFICATIONS12013 DRAFTt04_STANDARD DETAILSaLCPW WL•05.DWG U Q I— LU 00 1 L�
o NOTES:
ALL MANHOLES
I. BENCH CAN BE PRECAST,OR BRICK AND MORTAR _ i Z Z •~
NOTES: Z ~ o
�M
TROWELED SMOOTH. 1. ALL METERS SHALL BL AMR CAPABLE ULTRASONIC //
VENT ELEVATION - "OCTAVE" METERS /// O
2 ABOVE 100 YR 2, MANHOLE SHALL BE UNLINED UNLESS IT IS THE RECEIVING // /I/ ••• '`\ \\
TAVE
a ROOD ELIv. MANHOLES OR A DISTANCE OF 1300'OWN STREAM SHALL C MANHOLE FOR A FORCE MAIN. IN SUCH CASE ALL oNr.srnsxscawsr_RvrcE erPnss g•MIN. 7 MLij
ETERS. DIMENSIONS MAY VARY SL LAY IFNCTH IS FOR MASTER METER GHT'LY WITH
// \\\\\
BE LINED. ALL PROPOSED LINERS MUST 13F SUBMITTED TO 1 TYPES of FITTINGS USED:
o SEE FRAME AND LINCOLN COUNTY PUBLIC WORKS FOR APPROVAL. ® 3. THE VAULT SHALL BE CONSTRUCTED WITH 4000 PSI LI-
,.,' COVER DETAIL WS-S 3. MANHOLES OVER 14 FT.DEEP SHALL HAVE A 60"MINIMUM / // T -� REINFORCED CONCRETE.USE OF BLOCK MUST BF, O
y WELD INSIDE DIAMETER //�. �.1�\, \\� �f\ !�'. III-III ,X/ APPROVED IN WRITING BY LCPW BEFORE U-
a 4. A REINFORCED CONCRETE SEAS SHALL HE PROVIDED ON / :- I-III-III-III--III-III- -III-III-III-III-III-I I ,�\/\ 1_ IN NON-RCA C AREA USE ALUMINUM 1.fOHT
MANHOLE OVER IV IN DEPTH OR WHEN A POOR SOIL IS / //
ENCOUNTERED / 2'M13NIMUM NATIVF BACKFJLL 'TRAFFIC{300 PSl1 DOOR. IN TRAFFIC AREA USE \\ j
z FINISHGRADE III--III-III-III-III-III _ O:NLYIFMATERIALISSUITABLE I I---III-III--III---III \
o VARIES TO GRADE 5. ALL MAN HOLES*HALL MEET AASHTO M 199 \ CC3MPAC'TF.D TO 95% \ ��7- TV. a ,un AASHT0.H2O LfJAi7 R.9T1N0 ALUMINUM DOOR. \\\ �1/// LL.I
TWO RINGS MAX - `, I-III-III-III-III 5TANDARDPROCTORDENSFFY -III-III-III-III--III--I I ///� 5. DOORS ARE TO BE LOCATED 80 METER CAN BE `�����^•.'• •'.•'v6,//i//
6. ALLVEALEDANpVEN7£DMANI3UIESARERb:Ql11RN:D III-III-III-III=-III III-III-III-III-III-III / RFAJaANDHELIFrEDSTRAlG41tUUt,U3E3'X3' \ \ Gf //
24^ 6. ALL VENT OUTLETS ARE TO BE POINTED DOWNSTREAM f�, Ps�'6•©.c.
f DOOR. USE ONLY LCPW APPROVED DOORS BY USF ` V• P M (/�
z JA 7. STEEL VENT PIPE SHALL BE 3"I.D.0 SCHEDULE 40 (7.5R \_, I- / FABRICATION AND BLLL'O.HINGES SHALL BE O •S �••
LBIFT.)AS SPECIFIED 1N ASTM A-131)OR LATEST REVISION, ti/� I I III III-III-III •\f .O J a .i z /\ \ ssEoETA4Le LOCATI:DDNOUrLE'TSII7EOF000ROPENENG. W• �
A. INSIDE OF VENT PEPF.SHALL HAVE A 3I32 INCH COAL TAR \: aaua[.E supra)RT AT npeklxrs 6. ALUMINUM LADDER WISAFETY POST SHALL BE = Q a r
/ I I I-III-III III III-III 12"MIN /� USED IN VAULTS 5'DEEP OR DEEPER.LADDER SHALL U : LJ r r Z
z ,^ LINING ACCORDING TO A W W A 203 OR LATEST REVISION. \ OR Run'MACONALS AT MR N4FUi a•suMP U)
OFOPENINCIS .UJ C7: Y
9. OUTSIDE OF VENT PIPE SHALL BE SAND BLASTED TO j/ / BE PLACED ON UPPOSITE SIDE OF METER FROM M _-
a COMME.RCIALST'ANDARDSANDHAVEONECOATOFZIN L' /� I-III-�--III- ,-I I I-I I I /\// d O .A �••�
o f///f f"; FUP Is ID HE INbEpENbEN7[1T'VAIPLY POR BYPASS. y ••
CHROMATE PRIMER APPLIED ACCORDING TO FEDERAL \�t`\ I FUI URI'Ab1VKfMFNT5 OR FM1OR RCPNRS 7. USE NON-SHR1NKMG HYDRAULIC CEMENT-WATER �� ••CS" O
z SPECIFICATIONS TT-86A OR LATEST RE-VISION,THEN THE \/\ STOP AT VAULT'PENETRATIONS. d LJ \�
w VENT'PIPE SHALL HAVE.TWO EVENLY APPLIED COATS Of /fy p / //� HE DETAIL AANDDEVIATION / 0 \
�- RUST ENT•ITBTTTNG ENAMEL PAINT,WTITT E IN COLOR,OR \� CAREFULLY COMPACTED / �f\ - Marc 6 8. ANY PROM THtiSEPLANS MUST BE
z `� _ E SELECT BACKFILL 95% \ APPROVED BY LCPW PRIOR TO INSTALLATION. //// •• J\\\�
SEE.JOINT DEt APPRVVFD F..QUAL / - j\//ff� / \
12"MIN• //�, STANDARD PROCTOR DENSITY - / \"/ METER PIF DOOR 9 A5 FOLLOWS DOOR
VALVE BETWEEN MAIN AND VAULT w l0. 2 GALVANIZED STRAPS MAY BE USED IN LIEU OF CONCRETE /
i FOOTING FOR VENT. iCOMPACTED 1N 6"LIFTS? DETAIL A ////llllllllll\\
o / \ \ FULLY OPEN•METER INLET VALVE FULLY
t I. ALL SEALED MANHOLES SHALL 13E.VENTED T O Y ABOVE THE E// / //��/�/f�/ ]2".VEIN. "TYP.
o FLOOD ELEVATION. / /\/ \ \ /�, BYPASS GATE VALVE FULLY CLOSED-METER
q., l2- A THREADED COUPLING MAY BF.USED IN THEE TOP I&"TO ALT) f`�'.,. �\� \;• 0.5 D / \ � b"MIN._ oUTLEr VALVE FULLY OPEN,DOOR LOCKED USING
o IN ALIGNING THE VENT DOWNSTREAM r-SPRING LINE f\ SQUARE LOCKING BOLT
o 4 1 8'MAX- Al.IE 10. WALLS SHALL BE A SINGLE POUR.SEAL WITH
SECTIONS WHERE VENTING IS v HAUNCHINGN57 WASHED 5TCllh6 CLASS C(TYPICAL FORCTMAIN) VAK1E5 RAM-NEK OR CON5EAL BETWEEN WALLS AND �
VARY 48"D3AMETER REQUIRED COMPACTED GRANULAR MATERIAL INLET - OUMXT BOTTOM AND WALLS AND LID CONTINUOUS Q
M (SEE NOTES) \ -- - 95'%STANDARD PROCTOR DENSITY SHAPED BO'IT'Ok{ ?q"MIN SOTP(iRT AROUND PERIMETER. cl
f\ - LOAD FACTOR .- cnNLRcre
CONWRAP /
114 D O"MINIMUM) L7 MIN
CONS BY BUTYL /� / /'`/ snrcry r CONSEAL \ / / / /
OR RUBBER .\lf�, �\%\� �1 � f\�f\ /, Pl)sT �5(�1�"D-C-. 07
5"WALL WRAPIDSEAL SEALANT \t• _
SECTIONS THICKNESS BY CANUSA - CLASS B[TYPICAL GRAVITY SER'IR1 wa.l.
VARY ON OUTSIDE I IR„
L TNCOLN COUNTY PUBLIC WORKS COMPACTTED GRANULAR SEDDENG LINCOLN COUNTY PUBLIC WORKS T LINCOLN COUNTY PUBLIC WORKS
- 115 W.L UN STREET LOAD FACTOR 1.9 115 W.MAIN STREET To 8 1IS W.MAIN STRFET
SLOPE I"PER FOOT LINC0LNT0N.NC2MM LINCOLNTON.NC2MM f±'r).C_ ros LIINCOLNT0NNC2M2
Ph_(704)73E-H497 F"tf KD T_PG8499 /- Ph_
(704)73E-H497 F.10K473GR499 4 - Eh_.f704)736&1A7 F.(704)73G&I99
6, 6'MIN.
12"MINIMUM " VENTED MANHOLE: STANDARD BEDDING FOR SEWER PIPE. METER S17.E 3" 4'� 6" g�• 3"THRU S"METERS WITH BYPASS
CRUSHED
�SOMPPAL'TED 07 J[IIN'T IJF:T:1IL APPROVED: MCN 1:213112UI3 DRAWN BY` JDH APPROVED: MCN 1:213112013 DRAWN BY: JDH LADDI�R LAY LENGTH I'_" 14" 18" 20" APPROVED: MCN 12.']U1013 DRAWN BY: JDH
SCALE: N.T.S. FIGURE: SS•02 SCALE: N.T.S. FIGURE: SS-04 DETAIL B" SCALE: N.T.S. FIGURE: WI
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k,l�vwsrnnwn[,f:5.4a,x,o5rznsrcAsuixsuui3axu'sn.'[i�nun�'nunnrts'rnw xa=.[n'u oFs.4a AxosrsnsrcRn[,xsuu�lauasa,siurtumuai.�[niaw ssdi.axu ..4a,x,osrsnsrcRn[�xsuu[3 awsssns'[i�nn�onnnssn^.v wi.mmo
PROPERTY
l LLINF,
4"THREADED CLEAN OUT NOTES:
PVC'PLUG 4" E.W'HF=N A SADDLE IS USED,THE HULL
SEE FRAME AND
SHALL BE INSTALLED BY CORING COVER DETAIL WS�15 NOTES:
2.THE FULL LENGTH OF THE SERVICE 1. BENCH CAN BE PRECAST,OR BRICK AND MORTAR O
6 FINISHED BADE '� DIT'C11 SHALL BE COMPACTED IN 6" TROWELED SMOOTH.
LAYERS WITH MECHANICALTAMP.
FINISH GRADE 2. 'vLANHOLE SHALT.BE UNLINED UNLESS 1T IS THE z
VARSLS TO GRADE RECEIVING MANHOLE FOR A FORCE MAIN.IN
� GUARD STAKE REQUIRED JY •\M j TWO RINGS MAT:
SUCH CASE ALL MANHOLES FORA DISTANCE OF
/ / ,1/ S00'DOWN STREAM SHALL BE LINED.ALL
AT CLEAN OUT LOCATIVIN. ;./y; ` ;�` 24" PROPUSF,D LINERS MUST BE SUBMITTED TO
F �1 ,%/��f/� UNTIL 1�1ND5CAPING 15 \\ �\ /' M LINCOLN COUNTY PUBLIC WORKS FOR APPROVAL.
COMPLETED //f/// �//f 8"WALL 3, MANHOLES OVER 14[T.DEEP SHALL HAVE A NJ" INLET SIDE OUTLET SIDE
\ THICKNESS
\' MINIMUM INSIDE DIAMETER SEE NOTE kI SEE NOTE 41 NOTES: �
I. COPPER,D1,OR BRONZE INLET AND OUTLET p
4. A REINFORCED CONCRETE SLAB SHALL BE �
PROVIDED ON MANHOLE OVER IT IN DEPTH DR REQUIRED �
\ `�/ 4"PVC / �� / f WHEN A POOR SOIL IS ENCOUNTERED
\ ! 1
ASTM D 3034_ r /�� �• S. ALL MAN HOLES SHALL MEET AAS1iT0 Mi99 I a-I i ifl I I 2. CONCRETE SLAB AND STABILIZER E
/�//�/ SDR3G OR SUPPORTS BETWEEN BACKFLOW AND 7
9 1 4"CI 5OFL PIPE (n z O
a 4'fl" // / GROUND TO BE SIZED ACCORDINGLY OR BY O
• �/�-+ /• / PLUG UNTIL HOUSE
RELIEF VALVI. MANUFACTURERS'RECOMMENDATIONS. O O
' SERVICE CONNECTION SEE JOINT DETAIL 3. RPZ ASSEMBLY MUST BE CERTIFIED AND O
BARREL OF PIPE TO IS MADE \
REST ON UNDISTURBED SOIL BUTYL RUBBER SEALANT
CONCRETE 7 TESTED PRIOR TO ACTIVATION. ■ N O, }
I14"PER F r.MIN. 1 12"MiN.130"MA?L CERTIFTCATION AND TEST RESULTS SHALL r }
WALL CLEARANCE FROM BE SUBMITTED TO LCPW •
I y- TFI1cxNESS RELIEF VALVE 4, APPROPRIATE THRUST RESTRAINT AND O � Q �
*4 CORE&NIAPIFIE IS""--"11 SECTIONS d SEAL ALL INSIDE AND GROUND .SUPPORT MEASURES ARE TO BE 0
' HOOT BY DEVELOPER COMBINAT30N FANG VARY 48"ULAME I'ER Co NWKAPCS-217 _ JOINTS WITH GROUT
a ON NEW MH TURN PATTERN Y - DETERMINED BY OW NERlIiVSTALLER
_'• •' - AND 118 BEND tSEE NOTES) BY C:ONSEAL Y. 5. LCPW RECOMMENDS THE INSTALLATION OF y U 00 N
OR - 4 AROUND HEATED ALL sTIVE ENCLOSURE w CV
WRAPIDSEAL BY - _ • . A • • :d ,. H 2 u CANU SA ON
. - PROPERTY OWNER'S OUTSIDE JOINT \ �\6 �\�. \ �\ �` \� \\ \\�\� \ 0 z O
�\ /\1\� \�/\�/ RESPONSIBILITY FROM O }
M.H,OR MAIN TO SEE NOTE 1r2
. 1IS BEND STRUCTURE SECTIONS = - j
TAPPING SADDLE
DR VARY I I DIRECTION OF FLOW � I I O 3
TEE_ .'. _ ..:�... - SLOPE I"PER FOOT 3
1
-'•' _ LINCOLN COUNTY PUBLIC WORKS 6"MIN. LINCOLN CVL1N'I'1'PUBLIC WVIiY.S LINCOLN COUNTY PUBLIC WORKS
41 1 IS W'-MAIN STREET 6" I IS W'.MAIN STREET I IS W-MAIN STREET U
UNCOLW13N.NC 78092 LINC'OLNTON,NC2N92 LINCOLNTON.NC 78092
_ - t PtN l704)736.84V Fax P0417H 4J4 Phc (764)73L-8497 Fex ROk)73G8499 'r PIK—l704)7 64447 Fax PN0 73(8497
_ EXISTING: - 12"MINIMUM
MAIN iS5:E1'AP5PEC1FIC'A7TON5) CRUSHED
- EATERAL CONNECTION TO EX35TING SEWER COMPACrF.0 N57 PRECAST CONCRETE.MANHOLE RPM ASSEMBLY FOR 314"7T]2"SERVICES
STONE
APPROVED: MCN 12..23li20l3 DRAWN RY; JUH APPROVED: MCN 12QI/2013 DRAWN BY: IDH APPROVED: %A(,N 1'.3I12013 DRAWN RY; JUH
SCALE: N.T.S- FIGURE: SS-05 SCALE: N.T.S. FIGURE: ES-01 SCALE: N.T.S- FIGURE: WL-07
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XALCPW STANDARD DETAIL AND SPECTFICATIONS12013 DRAFF04 STANDARD DETAILSILCPW WS-07.DWG O w
Q
NOTES U J
1. ALE.HYDRANTS SHALL BE MUELLER SUPER
CENTURION OR KENNEDY K-81A
2. ALL HYDRANTS SHALL BE THREE WAY WITH /A
1-4Y"PUMPER NOZZLE AND 2-2Y,HOSE TYPICALLY CLASS III BACKFILL.USE 1_ 181+PIPEDIA _I 5EWER CAST IRON LID �1/) � 5
ui
NOZZLES WITH NST THREAD
CLASS II DACKFiLL WHERE. Z
2,•b„ 3- ALL HYDRANT SHALL OPEN CCW UNSUITABLE TRENCH MATERIAL IS �
4. ALL HYDRANTS SHALL BE PAINTED WITH ENCOUNTERED OR AS DIRECTED BY
ENAMEL HYDRANT PAINT SAFETY YELLOW 'fHE ENGINEER. DAR7HYAR�S PRECAST VALVE BOX PROTECTOR W
INCDLGR \ \ wnrEA WITH RETNFORCING BARS w
5- ALL HYDRANTS SHALL BE NEW AND 27"DIAMETER ♦ ,
MANUFACTURED WITHIN THECURRENT L) z
YEAR OF CONSTRUCTION. ---I FINISH GRADE J Q
Ir Q z z Z
FLANfiE SET 2"MIN. 18"MIN.
I�l Iul I�I Q
J LL
� 6"WIDE MACiNET]CALLY
OVER FIMS}IE➢GRADE REFER TO LCPW -
DETA IL WS-7 PE PE ZONE CLASS]7 DETECTABLE TAPE I A"-24"RELO W
BACKFILL 6"LIFTS I� GRADE USE FOR ALL TYPES OF PIPE Z
VALVE BOX SHALL BE -, w
PIFEDIA SOUTHERN METER VALVE t '
NOTES: � NOTES
as DETECTION TAPE I I BOX 562-S OR EQUAL O
4 OVER PIPE MATERIAL I. BACKFILLTO A MINIMUM 95%OF MAXIMUM {� I, ALL POTABLE WATER VALVES SHOJI BE
�+ COMPACTED EARTH RESLIIELNT SEAT GATE VALVES I•
;y R ❑F.NSFFY WHERE EXCAVATIONS CUT W
a THROUGH PAVEMENT.CURBS,AND UNDER � C'ONFORMING'140 AWWA Cs09-01 OR
O 0 CWS MIN, OR ADJACFNTTOSTRUCTIJRES-
c fi"C.S.GATE VALVE 1LRZD>tS1rJR13ED�11L 7 BRICK BRICK [:URRE=NY'
7 N57WA5HFD IZ" - A'FLL TAMPED STONE IS REQUIRED TO Fn 2
' STTJNE 6'D.I,WATER MAIN C? ALL SEWER]=ORCE;VIAJN VALVES till1L 1_
BFLOW OR HALT THE..PIPE.DIAMETER
BE Ei:L'ENTTtIL'PLUG VALVES VNLk:ti, ♦ ,
WHICHEVER$S GREATER WHEIiF.ROCK OR APPROVED IN WRITING BY LCPW' v
e' WET,7UNSUITABLE MATERIAL 1S 3. ANY VALVE WITH AN OPEkA'1'ING NL:I
4 ENCOUNTERED. GATE VALVE W12"x2" DEEPER.THAN 6'BELOW UR.ADE SFIAI_L
v
a - 3. ALL PIPE.SHALL(LAVE 35"MINIMUM COVER OPERATING NUT HE LQUIP'M WITH A IUSLR STEM TO
_ 4� TRACER WIRE SHALL BE MINIMUM 14 GAUGE WI'1 HJN L2"OF'GRADE
/� NON COATED COPPER SECURED WITH 4, SUPPORT BLOCK SHALL 13J:SIZED TO
.- TRACER WIRE J MINIMUM 2 WRAPS OFTAPETOTFTEMA3N AT EVENLY DISTRIBUTE THE WEIGHTOF
10'IN_LRV.ALS WATER MAIN THE VALVE,VALVE BOX ASSEMBLY,AND
FX13A IRON MEGA LUG OR SH�IVRBED 601E COMPACTED EARTH ANY OTHER APPLICABLE LOADS AS
APPROVED EQUAL VARIABLE ENTIRE BARREL OF PIPE TO _ DETERMINED I3Y THE DESIGN ENGINEER
REST ON BOTTOM OF TRENCH JOB NO: J-30017.0000
+ •s , SUPPORT BLOCK DATE: 02/17/23
LINCOLN COUNTY PUBLIC WORKS "°•• FAW:OLNC'OUNTY PUBLIC WORKS "mod. "' L1NCOLN COUNTY PUBLIC WORKS. DRAWN:
NSS
113 W.MAIN STREET BELL HOLES COT BY HAND `' 115 W.MAIN STREET 113 W.MAIN STREET
LINCOLNTON.NC?8M LINCOLNRON-NC?8U92 - - - LINCOLVTON.NC 28092 DESIGNED: NSS
ALL CONCRETE BLOC`KiNG PER Y ,- Ph,me I764)736.H497 F•ak i704)73 499 Ph,me I764)71h-H447 Fa"I7u4)736N499 -.- _ _ � � PiKm M4)7364497 Fax 0007]"499
LCPW STANDARD DETAIL WS-I - - - - -
REVIEWED: JKS
STANDARD HYDRANT INSTALLATION STANDARD WATER MAIN TRENCH VALVE BOX AND VALVE APPROVED: J K S
SCALE: NTS
APPROVED: MCN l2i3U2013 DRAWN BY: JUH APPROVED: MrN 12l3U20I3 DRAWN BY; JD1-L APPROVED: MCN 1 2131/2 01 3 DRAWN BY: .TIE
SCALE: N.T.S. FIGURE: WL-01 SCALE: N.T.S. FIGURE: WL-02 SCALE: N.T.S. FIGURE: W5 I,

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- - - - - "THRUST BLOCK SPECIFICATIONS AND DIMENSIONS
NOTES: 1;�••• ~ z z ~�`
LLj
ESILENI SEA] AREA OF
ARUAOF
Q RLLJ
Gw TE VALVES I PROTECTIVE SEE NOTES}ENCLOS� FlTT1NC AREA TEES THRUSTAND DEAD THRUST4 n Y S THRUSST 22.5°BENDS.THRUSST 11.25a THRUST PL SAWWA AATER HA M PSPEND AREA Uf ARFAOf ARFAUlf 1. BASED ON 200,PSI STATIC RE NO SESItiLESS'I'APPINcsAo6l.ES ARE NOT
'/i///O ``````
(IN-2) BLOCK MAN(FT) BLOCK (FT} BLOCK (FT) BLOCK BENDS(F1) BLOCK BEARING CAPACITY OF SOIL PERMITTED FOR SIZE-ON%IZE TAPS.UNLESS /////1111111111\II
(FT-2) (FT-2) (FT13) (PT-2) (FT-2) 2. ALL BEARING SURFACES TOBE APPROVED 11'WRITlNGRY'I.CPW.
o CARRIED TO UNDISTURBED GROUND. 2. USE MUELLER OR EQL'LIVE,r DUCTILE IRON O
3. THRUST BLOCKS TO HE USED AT ALL OR116 STAIN L IIS55TE E L TAPPING SLEEVES
z I SIZES A B A S A ➢ A ➢ LINES OPERATING UNDER PRESSURE. FOR TAP SIZES 1"-24••. LL
a B(FT) . 1. USE'lNRU9l'BLOCKING FOR WETTAP3 11111111///
TEST PORTS ❑ (IN) A(FTJ (FT) (F-F} (FT) (NT} [PT) (FT) (I" 4 THESE DETAILS IN NOWAY LTMIT
'1} (FT) THE SIZE OR LOCATION OF UNLESS OTHERWISE APPROVED BY LCPW.
z I 7 ADDITIONAL BLOCKING WHEN 4. DEPTH FROM GROUND SURFACE TO TOP OF /// w
o 6 28.3 .1 1.11 .I 2.4 1.2 3,0 t.N 0.9 Lb 13 0.6 (1.9 1.3 0.6 0.8 BLOCKING SHALL RE GREATER THAN
REQUESTED BY THE COUNTY TAP »a••ooie elegy •• it. /
'(-i 4 NOTES- 8 5U.3 2] 1,4 3.8 33 I.fi 5.3 2.4 L2 2.9 L7 D-9 LS 1.7 0.9 1.5 ENGINEER HEIGHT OF BLOCKING. SIZE
��/�
INLFT SIDE - OUTLET SIDE I I. COPPER,DI,OR BRONZE INLET AND OUTLET 5. DEPTH FROM GROUND SURFACE TO S. THE END OFTHE TAPPLNG SLEEVE SHALL BE w R D �� \.'•••• G, �i vJ
SEE NOTE#1 REQUIRED 10 7M 3.4 1.7 5.9 4A 2.0 8.3 30 I'S 4.5 2.1 Ll 2.3 2,1 1.1 2.3 - f^
SEE NOTE.P I TOP OF BLOCKING SHALL BE NO CLOSER THAN 3 FEET I"O A JOINT. 3-&4" I's 1.2 1.0 ` �/ Q. M i v J
z 6. ALL PRES.SURE'f nNC SHALL BE WATER � O
a 12 [13.1 4.1 2.1 9.5 4.9 2.4 I2.0 3.6 1.8 63 2.5 1.3 3.3 246 1.3 3.3 GREATER THAN HEIGHT OF a 2A 1.4 LO
2. CONCRETE SLAB AND STABILIZER BLOCKING TES NGONLY. NO AIRTE.5TINGPERMITTED. :o
Q SUPPORTS BETWEEN BACKFLOW AND 19 153.9 4.8 2.4 E I.5 $.7 2.9 €fi.3 4.2 2.1 B.R 3.0 l.$ 4.$ 3.0 l.$ 4.$ 5- ALL FITTINGS,VALVES,ETC,SHALL TEST DIiRArI OWN WILL BE 2HRS AT 1 s 8' 33 2A 1.4 = Q ;(� Q� r W; cf)
? GROUND TO BE SIZED ACCORDINGLY OR 13Y 15 201.1 5.5 2.7 15.1 7 1 3.0 213 4.8 2.4 1 1.5 3.4 1.7 5.9 3.4 1.7 5.9 BE WRAPPED WITH VISQUEEN OR TIMES STATIC PRESSURE OF THE LTNF W.WfTIILCIPWAK%OVM TOP 4.0 v IA =_ U U) w N ... � Y
18 254.5 G.4 3.0 19.1 1N.0 CY 27.0 5A 2.7 14.G 3.9 1.9 7.4 3.9 1.9 7.4 POLYWRAP BEFORE CONCRETE IS BEING TAPPED(200 PSI NI IN I VI L M)• RES1'RAR4RSQOL ND uj
l2' 5.0 3.0 1.5 �
MANUFACTURERS'RECOMMENDATION5. PLACED,TOPREVENTCORRDSIONOR CO14CRxYH8DPt0ATB1OtB1[4CAJHRVALVE Z O
3. RPZ DETECTOR ASSEMBLY MUST BE 20 314.2 7.9 3.i? 23.6 22.2 CY 333 6.0 3.0 1 N.0 4.3 2.1 9.2 a.3 2.1 BON DI NC OF THE CONCRETE 7O THE >' i�' 0d O
BOLTS.FITTINGS,OR PIPE. -TAPPING VALVE MEELI.ER i
z RELIEF VALVE I CERTIFIED AND TESTED PRIOR TO z4 453.4 ?2 CY 33.9 32.D CY 48,0 173 Cy
2fi,u 5.3 2.6 I3.2 5.3 2.G 13? r za6wle OR EQuluvcRr �i ° CO %,
w ACTIVATION. CERTfF1CATION AND TEST X sLlaoaET AT HETHRrwoTllK�s ti. 1gANf161DBRP '•i��/'
z 12°MIN. I RESULTS SHALL BE SU13MITTED TO LCPW k X THE HEIGHT OF THE THRUST$LOCK,
c� TYPICAL 8. CUBIC YARDS OF CONCRETE IS MJ.TAPPING SLEEVE
w 18"MINJ36"MAX. 4. APPROPRIATE THRUST RESTRAINT AND 24"MIN,-al"D1A. I8"MIN:1O"MA. SPECIFIED TO OPPOSE THE THRUST
Gx GRPP TER OR LESS '' /III1111111
a CLEARANCE I SUPPORT MEASURES ARE TO BE FORCE wHFIa DIMEA1sioN^a"
o FROM DETERMINED BY OWNERANST4LLER. ExcFFOC s FEET
SUPPORT RELIEF VALVE r}, ICI 9. ALTHOUGH TEE BEARING
5. LCPW RECOMMENDS THE INSTALLATION UNDISTURBED tl _ � STRENGTHS USED IN THISTABLE e•
o AND GROUND A HEATED PROTECTIVE ENCLOSURE BAIL(TYP.) - j - --� --� HAVE BEEN USED SUCCESSFULLY IN - ;•�'
THE DESIGN OFTHRUST BLOCKS AND W
vMw- {SEENGTI•.N2) e AROUND ALLRP2s. / e- F-
4'
MINIMUM ARE CONSllIERED TU BE
M �� ' A ,A�� CONSERVATIVE,THEIR ACCURACY IS
UNDISTRUBEP R Q
H (SEE NOTm) ~�/ SOIL TOTALLY E SOIL DENT ON
X�J X ACCURATE SOIL IDENTIFICATION 4
AND EVALUATION THEULTIMATE MIMMUM1IC.ONCHL:TR SY'81:,Nclo - >'. D
- °n a.F r� - •..-44 PLAN-BENDS PLAN-TEES PLAN-DEADMAN RESPGNSIBILITY FOR SELECTING THE Im Psi.
•� - - - PROPER BEARING STRENGTH OF tiJ.
,,�•., _ m
- °a MEGALUG PIPE RESTRAINT PARTICULAR SOIL TYPE RESTS WITH _ F -
_ a6 °9 I THE DESIGN ENGINEER
°• n° <a (SEE xDTEO2} -
- LINCULN COUNTY PUBLIC WORKS g B _ LINCOLN COLlVTY PUBLTC WORKS - ' L]NCOL3+i COUNTY PUBLIC WORKS
_ • 115 W.MAIN STREET - I r 115 W,MAIN STREET 115 W.MAIN STREET
® D D ® LINCOLHTON.NC2MM I LINCOLNTON.NC281192 'N LI WOL470N-NC 78M
. A /- Phtmc(704)73E-H497 Fnt f 7041 T_1GH499 111 I q Ph_f704173F6491 F.(7D4)73G&199 !- ph-(704)736-H497 F.,f 76S17ay8499
24"MRJ:I2'❑ 18"MIN-i0"DIA, pq REBAR 12"ON CENTER MIN, �Al2� _A:'2---
a• . - _ :. $' •y, OR GREATER OR LESS TYPICAL TAPPING SLEEVE
THRU 12'RP`Z DETECTUR ASSEMBLY THRUST UH WKTNG OUTATL TYPICAL TAPPING SLEEVE INSTALLATION
- a SECTION X-X SECTION X-X
APPROVED: MCN 1:2131120LI 1 DRAWN BY:I JDH DEAD MAN APPROVBD: MCN 1213IY2013 DRAWN BY: APPROVED:APPROVED: MCN 1:213I12ai3 DRAWN BY: JDH
- -+. - - - BENDS&TEES
BCALE: N.T.S. FIGURE: WL-N BLOCKING SCALE: N.T.S. FIGURE: WS-01 SCALE:- N.T.S. FIGURE: WL-06
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Of
X:4LCPW STANDARD DETAIL AND.SPECIFICATIONS12013 DRAFT104 STANDARD DETAIL5�LCPW WS-05.DWG M:LCPW STANDARD DETAIL AND.SPECIFICATION512413 DRAFT104 STANDARD DETAILSLCPW WS-02.DWG
in,
I
NOTES: 10' 10'
1. ALL CASTINGS TO BE FREE FROM SAND MOLES
AND NO PLUGGING WILL BE ALLOWED.
2. CAST WITH THE USE OF ALUMINUM -_ O
PATTER-hs. WATERLINE z
3. CASTING TO BE PAINTED WHILE ROT WITH WATER LINE
COAL TAR.
4, SLIGHT DRAFT ALLOWED ON STRAIGHT
DETAIL"C-C" FACES.
5. CONGAS SHALL HAVEWG-1"DLAML-TER j
HOLES.WATERTIGtIT COVERS SHALL HE WATER MA❑V SEWER LINE CENTER ONE JOINT OF -SEWER LINE
TOP OF COVER LIFTING BARS.
s SOLID WITH RUBBER GASKET SEAL AND STANDARD IDfNTS
'F - P`fPE AT CROSSING
0. STANDARD LETTERS UNLESS OTHERWISE O
f+"R S PECIF I LD.
7, APPROXIMATE WEIGHTS
BOTTOM Of COVER r, FRAME - 190 LBS, PLAN VIEW FOR WATER LINE OVER SEWER
1"R COVER 120LBS, PLAN VIEW FOR WATER LINE (n z O
-
TOTAL - 31C LBS. LINE WILE55 THAN 18"CLEARANCE LENDER SEWER LINE NO U
S. COVERS SI LALL BE USFMI RING AND KL
1!2" COVER OR LQUAL.WATERTIGHT COVERS � � �
SHALL BE USF710 RING AND DPSSG COVER OR
O EQUALWJ
WiIEN EN'. L � C^
9, 'fTIE MANFFOLL^1S EXPOSGD TO ROAD r �
TRAFFIC.THE TOP OF THE FRAME IS TO BE. > •
FLUSH WITH TILE GROUND,ATTHE OTHE-R
2'.1 PC LOCATIONS IT SHALL BE 9"ABOVE TI•IE WATER LTNTE -SEWER LINE Q N
314, P-I13A" GROUND.
11_I I U2" 10, RIMS AND COVERS TO BE GRAY CAST€RON
1„ 318" CaMPLYINc FO ASTM A48,CLASS 30 IRON. TI]� i GQ
I I 1_1n, 11. MANHOLES COVERS SHALL BE HEAVY DUTY O aCIP
N O
AND RATED FOR 11--21)TRAFFIC LOADS. LLJ
U o
3 '� SEWER LINE
2-1 - - O }
1x" 2„ �� 4-14" [1' WATER LINE CV O
3-31a"
t'-107+8" 1 z` D[P or Cl CENTER ONE JOINT } >
NOTES OF PIPE AT 0 >
CROSSING
2'•v Ila" LINCOLN COLWO PUBLIC WORKS I. IF DIMENSION"a"IS LESS T[-L4N 18"BOTH WATER AND SEWER LINE SHALL BE
L1NCaLN COI.1N'I"V'PUBLIC Wali]CS
115 W.NFAiN SI'P=- DUCTILE IRON PIPE.FOR 101 EACH SIDE Of CROSSING 115 W.MAIN SI'BIF!' (�
L4)73o.NTOx.Nc2sD92 2. WHERE WATER MUST CROSS UNDER SEWER ONE JOINT OF DIP WATER MAIN PIPE LO)73o 8 Gx.Nc74)7
wl
Ph-[7041 T3L�8497 Fex 17041731t8449 PLcmr[7041 73L�8447 Pex 1704173�8499
SHALL BE CENTERED AT THE POINT OF CROSSING
3. ALL WATER AN D SEWER CROSSINGS MUST MEET NCDENR MINIMUM
CA ST I RON FRA ME AND COVER FOR MANHOL FS SEPARATION.REQUIREMENTS WATER AND SEWER CROSSING REQUIREMENTS
APPROVED: MCN I 12QI/2013 I DRAWN BY: JDH APPROVED: MCN 12131/2013 DRAWN BY: 101-4
SCALE: N.T.S. FIGURE: W9-05 SCALE: N.T.S. FIGURE: WS-02
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U
JOB NO: J-30017.0000
DATE: 02/17/23
DRAWN: NSS
DESIGNED: NSS
REVIEWED: JKS
APPROVED: JKS
SCALE: NTS
0
mmml &� C2

a
Noy
1.25 LB./LINEAR FT.STEEL POSTS
0- y
SUPPORT POST, 24" INTO STAKE TO -Q: a w o a
SUPPORT ROPE
TO WIRE TO #57 WASHED
BOTTOM OR SIDE SUPPORT WIRE = U 0 w U L,
PREVENT
1p
z SAGGING STONE FILTER FABRIC y y M MUM �� 0Lu
•••••.......•'•��v ��v
LL I
DROP INLET
WITH GRATE \ \ 6
u_
HEAVY DUTY PLASTIC TIE
BACKFILL TRENCH WITH FOR STEEL POSTS x i��i�� W
STEEL COMPACTED EARTH
\\ /\\/\\/\\/\\/\\/ P O S T (T Y P) \
\\\//\\\\\\ \\ \\ \\ / \\ \\ \\ \\ \\ ° w
w
/ HARDWARE CLOTH
// // // // / /\ / / /\� d o
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � 0�
USE EITHER FLAT-BOTTOM BURY FABRIC
OR V-BOTTOM TRENCH
COIR MESH OR SIMILAR, SHOWN BELOW
STAPLED OR TRENCHED
CONSTRUCTION SPECIFICATIONS: INTO BOTTOM OR SIDE STEEL PLAN w
POST SILT FENCE INSTALLATION
FILTER FABRIC FILTER FABRIC a
1. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP. 4' MAX
2. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET APART,AND INSTALLED UP THE SIDES OF THE BASIN AS WELL.THE TOP 19 GAUGE HARDWARE
OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY.TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS. CLOTH (1/4" MESH 0 r
COMPACTED 0 COMPACTED F EARTH m
3. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT. OPENINGS) ~z EARTH z
4. WHEN USING POSTS,ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO PREVENT SAGGING. z T z T
5. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER THE TOP WIRE.THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE WEAVE. NCDOT #5 OR T N T t
RUNOFF WATER
04
ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES,WIRE,OR STAPLES. #57 WASHED I � 1 RUNS
L L
6. THE BOTTOM SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED WITH 8 INCH EROSION CONTROL MATTING STAPLES. WITH SEDIMENT STONE RUNOFF
7. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN. 2 3 z - g^
8. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS,AND UNSTABLE SEDIMENT DEPOSITS, BRING THE — - T = z 0
AREA TO GRADE,AND STABILIZE IT. G 16" ao - z °D a10 z
� �
ao z
POROUS BAFFLE DETAIL 4 2' - =1 --
FILTER
NOT TO SCALE — FABRIC 4—IN. z
—I FILTER FABRIC 0
11 >
bi
FLAT-BOTTOM TRENCH DETAIL V-SHAPED TRENCH DETAIL
DROP INLET
WITH GRATE SECTION WHEN AND WHERE TO USE IT:
SILT FENCE IS APPLICABLE IN AREAS:
NOTE: WHERE THE MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE IS 100-FEET.
2-FT. MIN. LEVEL BOTTOM THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY WHERE THE MAXIMUM SLOPE STEEPNESS(NORMAL[PERPENDICULAR]TO FENCE LINE) IS 2HAV.
FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT, LESS THAN I ACRE) WHERE SHEET OR THAT DO NOT RECEIVE CONCENTRATED FLOWS GREATER THAN 0.5 CFS.
1-FT.MIN. OVERLAND FLOWS (NOT EXCEEDING 0.5 CFS) ARE TYPICAL.
GRASS OR =III— INLETS IN PAVED AREAS - ONCE PAVED, PROTECT INLET USING A SILT SACK UNTIL THE CONTRIBUTING DO NOT PLACE SILT FENCE ACROSS CHANNELS OR USE IT AS AVELOCITY CONTROL BMP.
STABLE LINING DRAINAGE AREA IS PERMANENTLY STABILIZED. SEE DETAIL ON SHEET C6.1.
=III-III-III- - IIiA -III-III- CONSTRUCTION SPECIFICATIONS
MATERIALS:
o
-- ---- ---- \ -III-III-III\III-III- DROP INLET SEDIMENT FILTER STEEL POSTS Z
USE 48-INCH LONG STEEL POSTS THAT MEET THE FOLLOWING MINIMUM PHYSICAL REQUIREMENTS:
-I I- - 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. COMPOSED OF HIGH STRENGTH STEEL WITH MINIMUM YIELD STRENGTH OF 50,000 PSI.
=III III= - 2:1 OR 2 DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET SPACE HAVE A STANDARD'IT"SECTION WITH A NOMINAL FACE WIDTH OF 1.38-INCHES AND NOMINAL'IT"LENGTH OF 1.48-INCHES.
-1 FLATTER POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4' APART. WEIGH 1.25 POUNDS PER FOOT(t 8%).
HAVE A SOIL STABILIZATION PLATE WITH A MINIMUM CROSS SECTION AREA OF 17-SQUARE INCHES ATTACHED TO THE STEEL POSTS. Lr)
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE PAINTED WITH A WATER BASED BAKED ENAMEL PAINT. O
1.5-FT. MIN. STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF WIRE MESH
UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. E
2-FT. MIN. USE STEEL POSTS WITH A MINIMUM LENGTH OF 4-FEET,WEIGHING 1.25 POUNDS PER LINEAR FOOT(t 8%)WITH PROJECTIONS TO Lq
4, PLACE LEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16" p 0
AID IN FASTENING THE FABRIC. EXCEPT WHEN HEAVY CLAY SOILS ARE PRESENT ON SITE,STEEL POSTS WILL HAVE A METAL SOIL
AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. / O N 0
STABILIZATION PLATE WELDED NEAR THE BOTTOM SUCH THAT WHEN THE POST IS DRIVEN TO THE PROPER DEPTH,THE PLATE WILL BE G`I
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED BELOW THE GROUND LEVEL FOR ADDED STABILITY. D 000 0
SWALE SPACING = 100-FT., 200-FT., OR 300-FT., DEPENDING ON SLOPE SEDIMENT AND ESTABLISH FINAL GRADING ELEVATIONS. THE SOIL PLATES SHOULD HAVE THE FOLLOWING CHARACTERISTICS: ` N O`
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER. BE COMPOSED OF MINIMUM 15 GAUGE STEEL. { 1 >
HAVE A MINIMUM CROSS SECTION AREA OF 17-SQUARE INCHES. 0
SECTION HARDWARE CLOTH AND GRAVEL INLET PROTECTION -_ N
GEOTEXTILE FILTER FABRIC: � CV p
INSTALLATION: 0 00 N
FILTER FABRIC IS:
THE BOTTOM WIDTH SHOULD BE A MINIMUM OF 2-FEET,AND THE BOTTOM SHOULD BE LEVEL. THE DEPTH SHOULD BE A MINIMUM OF NOT TO SCALE COMPOSED OF FIBERS CONSISTING OF LONG CHAIN SYNTHETIC POLYMERS COMPOSED OF AT LEAST 85%BY WEIGHT OF POLYOLEFINS, = w U E
1.5-FEET AND THE SIDE SLOPES SHOULD BE 2HAV OR FLATTER. THE MAXIMUM GRADE SHALL BE 5%,WITH POSITIVE DRAINAGE TO A POLYESTERS, OR POLYAMIDES. 0
SUITABLE OUTLET. SLOPES SHALL BE STABILIZED IMMEDIATELY USING VEGETATION, SOD,AND EROSION CONTROL BLANKETS OR TURF FORMED INTO A NETWORK SUCH THAT THE FILAMENTS OR YARNS RETAIN DIMENSIONAL STABILITY RELATIVE TO EACH OTHER. C" Z
REINFORCEMENT MATS TO PREVENT EROSION. THE UPSLOPE SIDE OF THE SWALE SHOULD PROVIDE POSITIVE DRAINAGE SO NO FREE OF ANY TREATMENT OR COATING WHICH MIGHT ADVERSELY ALTER ITS PHYSICAL PROPERTIES AFTER INSTALLATION. 0 Qj }
EROSION OCCURS AT THE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. SEDIMENT-LADEN RUNOFF SHALL BE FREE OF DEFECTS OR FLAWS THAT SIGNIFICANTLY AFFECT ITS PHYSICAL AND/OR FILTERING PROPERTIES.
DIRECTED TO A SEDIMENT TRAPPING FACILITY. CUT TO A MINIMUM WIDTH OF 36 INCHES. 0 3
INSPECTION AND MAINTENANCE: USE ONLY FABRIC APPEARING ON SCDOT APPROVAL SHEET#34 MEETING THE REQUIREMENTS OF THE MOST CURRENT EDITION OF THE _ 3
DAMAGE CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY. EDGES SHALL BE TAPERED OUT SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. U
TOWARDS ROAD TO PREVENT
/ INSTALLATION:
TRACKING OF MUD ON THE EDGES EXCAVATEXCAVATE A TRENCH APPROXIMATELY 6-INCHES WIDE AND 6-INCHES DEEP WHEN PLACING FABRIC BY HAND. PLACE 12-INCHES OF GEOTEXTILE
® TEMPORARY DIVERSION DITCH OR SWALE
FABRIC INTO THE 6-INCH DEEP TRENCH, EXTENDING THE REMAINING 6-INCHES TOWARDS THE UPSLOPE SIDE OF THE TRENCH. BACKFILL THE
TRENCH WITH SOIL OR GRAVEL AND COMPACT. BURY 12-INCHES OF FABRIC INTO THE GROUND WHEN PNEUMATICALLY INSTALLING SILT FENCE WITH
NOT TO SCALE �Q��XC' /OO.cT A SLICING METHOD. PURCHASE FABRIC IN CONTINUOUS ROLLS AND CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE
00 M/N NECESSARY,WRAPPED THE FABRIC TOGETHER AT A SUPPORT POST WITH BOTH ENDS FASTENED TO THE POST,WITH A 6-INCH MINIMUM OVERLAP.
O�O�O INSTALL POSTS TO A MINIMUM DEPTH OF 24-INCHES. INSTALL POSTS A MINIMUM OF 1-TO 2-INCHES ABOVE THE FABRIC,WITH NO MORE THAN
OO O ° INSTALL A CULVERT PIPE ACROSS
O O 3-FEET OF THE POST ABOVE THE GROUND. SPACE POSTS TO MAXIMUM 6-FEET CENTERS.ATTACH FABRIC TO WOOD POSTS USING STAPLES MADE
O00 0000 OO °°•'..'. THE ENTRANCE WHEN NEEDED TO
�� �� PROVIDE POSITIVE DRAINAGE. OF HEAVY-DUTY WIRE AT LEAST 1-1/2-INCH LONG,SPACED A MAXIMUM OF 6-INCHES APART.STAPLE A 2-INCH WIDE LATHE OVER THE FILTER FABRIC
\ \O�Ool Oo of Oo 0\ TO SECURELY FASTEN IT TO THE UPSLOPE SIDE OF WOODEN POSTS. ATTACH FABRIC TO THE STEEL POSTS USING HEAVY-DUTY PLASTIC TIES V
OO°O OO°O OO°O THAT ARE EVENLY SPACED AND PLACED IN A MANNER TO PREVENT SAGGING OR TEARING OF THE FABRIC. IN CALL CASES,TIES SHOULD BE
DIVERT ALL SURFACE RUNOFF AND
UDC oUo o0c) Uo DRAINAGE FROM THE STONE PAD AFFIXED IN NO LESS THAN 4 PLACES. INSTALL THE FABRIC A MINIMUM OF 24-INCHES ABOVE THE GROUND. WHEN NECESSARY,THE HEIGHT OF
�O : 00 SOU 0� TO A SEDIMENT TRAP OR BASIN THE FENCE ABOVE GROUND MAY BE GREATER THAN 24-INCHES. IN TIDAL AREAS, EXTRA SILT FENCE HEIGHT MAY BE REQUIRED. THE POST HEIGHT U)
C) 0 C)o 0 C)o OUP OR OTHER SEDIMENT TRAPPING WILL BE TWICE THE EXPOSED POST HEIGHT. POST SPACING WILL REMAIN THE SAME AND EXTRA HEIGHT FABRIC WILL BE 4-,5-, OR 6-FEET TALL. • J
6-INCH MIN. �� Oro Oro STRUCTURE. LOCATE SILT FENCE CHECKS EVERY 100 FEET MAXIMUM AND AT LOW POINTS. INSTALL THE FENCE PERPENDICULAR TO THE DIRECTION OF FLOW AND �A
O000D�000D PLACE THE FENCE THE PROPER DISTANCE FROM THE TOE OF STEEP SLOPES TO PROVIDE SEDIMENT STORAGE AND ACCESS FOR MAINTENANCE AND u Q
00 01�00 01� CLEANOUT. Z F-
0 Lv
INSPECTION AND MAINTENANCE:
L� CHECK FOR SEDIMENT BUILDUP AND FENCE INTEGRITY.CHECK WHERE RUNOFF HAS ERODED A CHANNEL BENEATH THE z J 0
ARM ASSEMBLY FENCE, OR WHERE THE FENCE HAS SAGGED OR COLLAPSED BY FENCE OVERTOPPING. IF THE FENCE FABRIC TEARS, BEGINS TO J J
AVERAGE STONE DIAMETER DECOMPOSE,OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE SECTION OF FENCE IMMEDIATELY. REMOVE SEDIMENT ACCUMULATED '�A/� — 0
OF 2 TO 3-INCHES ALONG THE FENCE WHEN IT REACHES 1/3 THE HEIGHT OF THE FENCE, ESPECIALLY IF HEAVY RAINS ARE EXPECTED. REMOVE TRAPPED v/
WITH A6-INCH MINIMUM DEPTH
SEDIMENT FROM THE SITE OR STABILIZE IT ON SITE. REMOVE SILT FENCE WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED OR
AFTER TEMPORARY BEST MANAGEMENT PRACTICES(BMPS)ARE NO LONGER NEEDED. PERMANENTLY STABILIZE DISTURBED AREAS RESULTING OU
UNDERLINING NON-WOVEN GEOTEXTILE FABRIC FROM FENCE REMOVAL. ♦ , z LLI Z
PVC ELBOW PERSPECTIVE VIEW PVC VENT PIPE CD 0
SILT FENCE Q z z
WHEN AND WHERETO USE IT:
STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND J Z
WATER SURFACE MOVING DIRECTLY ONTO A PUBLIC ROAD. NOT TO SCALE LL
SCHEDULE 40 PVC PIPE IMPORTANT CONSIDERATIONS: 0
PVC END CAP IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFFSITE. W U)
PVC TEE PVC PIPE ORIFICE PLATE WASHDOWN FACILITIES SHALL BE REQUIRED AS DIRECTED BY SCDHECAS NEEDED. WASHDOWN AREAS IN GENERAL MUST BE ESTABLISHED V 0
1/2" HOLES IN UNDERSIDE ROADWAY
WITH CRUSHED GRAVEL AND DRAIN INTO A SEDIMENT TRAP OR SEDIMENT BASIN. CONSTRUCTION ENTRANCES SHOULD BE USED IN 'A
FLEXIBLE HOSE PVC TEE CONJUNCTION WITH THE STABILIZATION OF CONSTRUCTION ROADS TO REDUCE THE AMOUNT OF MUD PICKED UP BY VEHICLES. W Ix
W
CONNECTED TO
PVC ORIFICE OF Z INSTALLATION: Ir
OUTLET REMOVE ALL VEGETATION AND ANY OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. DIVERT ALL SURFACE RUNOFF AND DRAINAGE x
STRUCTURE FROM STONES TO A SEDIMENT TRAP OR BASIN. INSTALL A NON-WOVEN GEOTEXTILE FABRIC PRIOR TO PLACING ANY STONE. INSTALL A CULVERT a U
BOTTOM SURFACE PIPE ACROSS THE ENTRANCE WHEN NEEDED TO PROVIDE POSITIVE DRAINAGE. THE ENTRANCE SHALL CONSIST OF 1-INCH TO 3-INCH D50 STONE BACK OF CURB
END VIEW FRONT VIEW PLACED AT A MINIMUM DEPTH OF 6-INCHES. MINIMUM DIMENSIONS OF THE ENTRANCE SHALL BE 24-FEET WIDE BY 100-FEET LONG,AND MAYBE
MODIFIED AS NECESSARY TO ACCOMMODATE SITE CONSTRAINTS. THE EDGES OF THE ENTRANCE SHALL BE TAPERED OUT TOWARDS THE ROAD INSTALL SILT FENCE
TO PREVENT TRACKING OF MUD AT THE EDGE OF THE ENTRANCE. a
I'
m
SKIMMER DETAIL
INSPECTION AND MAINTENANCE: � JOB N0: J-30017.0000
CHECK FOR MUD AND SEDIMENT BUILDUP AND PAD INTEGRITY. MAKE DAILY INSPECTIONS DURING PERIODS OF WET WEATHER. MAINTENANCE a DATE: 02/17/23
NOT TO SCALE IS REQUIRED MORE FREQUENTLY IN WET WEATHER CONDITIONS. RESHAPE THE STONE PAD AS NEEDED FOR DRAINAGE AND RUNOFF 24" DEPTH LINED W/ PLASTIC DRAWN: NSS
CONTROL. WASH OR REPLACE STONES AS NEEDED. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR REPLACED WHENEVER THE DESIGNED: NSS
ENTRANCE FAILS TO REDUCE MUD BEING CARRIED OFF-SITE BY VEHICLES. FREQUENT WASHING WILL EXTEND THE USEFUL LIFE OF STONE. 8'
IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD REVIEWED: JKS
ONLY BE USED WHEN THE WATER CAN BE DISCHARGED TO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN PAVEMENT IMMEDIATELY. APPROVED: JKS
SCALE: NTS
STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT DETAIL
NOT TO SCALE NOT TO SCALE
EC4ol

a
GROOVING IS CUTTING FURROWS UPSTREAM APRON WIDTH \`v?P 1d�/dog'''
ALONG THE CONTOUR OF A SLOPE. (3 x PIPE DIA OR 5' MIN) z z ti
IRREGULARITIES IN THE SOIL _ a -
_ SURFACE CATCH RAINWATER AND = Q' o w° -
s} PROVIDE SOME COVERAGE OF LIME, 1.5' EQUAL 1.5' - U o
FERTILIZER AND SEED. z o =
MIN. MIN. �'d.• °�w z •r\�Q`
SHOULD BE SEEDED AND STABILIZED �i�0/� • ......• '�111/l/l/IMMEDIATELY. TOP OF SLOPE � U`������
p/lnlillit"� 0-
o °
DOZER TREADS CREATE co 0000�oo
� 11111111////
CLEAT IMPRINTS PARALLEL DRAINAGE PIPE
ROLL SOD IMMEDIATELY TO ACHIEVE FIRM CONTACT WITH THE SOIL. TO THE SLOPE CONTOUR \ G� O �� ` �'�i W
z SODDING - LAY SOD IN A STAGGERED PATTERN. BUTT THE s<
STRIPS TIGHTLY AGAINST EACH OTHER. DO NOT LEAVE SPACES AND 6 '�
WATER TO A DEPTH OF 4 �AS NEEDED. WATER WELL AS SOON AS THE SOD IS LAID. .�� U)
DO NOT OVERLAP A SHARPENED MASON'S TROWEL IS A HANDY (n
TOOL FOR TUCKING DOWN THE ENDS AND TRIMMING PIECES �Cj a _ �J �•.
MOW WHEN THE SOD IS ESTABLISHED - IN 2 - 3 WEEKS. SET THE MOWER HIGH (2"-3"). > RIP RAP
SHOULD BE SEEDED AND STABILIZED - v :
a GRASS SHOULD BE GREEN . �'
z BUTTING - ANGLED ENDS SHOOTS OR GRASS BLADES - IMMEDIATELY. i.d o O
Z�
CORRECT AND HEALTHY TRACKING O O �� d
w CUTTER MUST HBE MATCHED SOD DEBRIS FROM SLOPE FINISHED GRADE '�i��/
CORRECTLY \ THATCH - GRASS CLIPPINGS ABOVE IS CAUGHT 1//01////llllllllll���`````
z / AND DEAD LEAVES, UP TO 1/2" THICK BY STEPS NOTE: MINIMUM DEPTH SHOULD
: , ROOT ZONE - SOIL AND ROOTS m SLOPE GROOVING EQUAL 2.25 TIMES THE d50
INCORRECT SHOULD BE 1/2" TO 3/4" THICK, WITH DOWNSTREAM APRON WIDTH
a DENSE ROOT MAT FOR STRENGTH p H — — w
SPECIFICATIONS
SOD INSTALLATION AGE o00 Q
IN LL
o`�`�o`�""�o (Lo + PIPE DIAMETER) �
END VIEW
N
I. IF FEASIBLE, SOD SHOULD NOT BE LAID IN EXCESSIVELY WET 5 AS SODDING IS COMPLETED, SOD SHOULD BE ROLLED OR TAMPED r
OR DRY WEATHER. TO PROVIDE FIRM CONTACT BETWEEN ROOTS AND SOIL. m
12" (TYP)
2. DURING PERIODS OF HIGH TEMPERATURE, OR IF THE SOIL IS DRY, 6, AFTER ROLLING, SOD SHOULD BE IRRIGATED TO A DEPTH FT.
THE THE SOIL SHOULD BE LIGHTLY IRRIGATED IMMEDIATELY PRIOR SUFFICIENT THAT THE UNDERSIDE OF THE SOD PAD AND THE
TO LAYING THE SOD. SOIL 4" BELOW THE SOD IS THOROUGHLY WET.
FINISHED GRADE
3. THE FIRST ROW OF SOD SHOULD BE LAID IN A STRAIGHT LINE ESTABLISHMENT AND MAINTENANCE OF SOD
WITH SUBSEQUENT ROWS PLACED PARALLEL TO AND BUTTING
39—
TIGHTLY AGAINST EACH OTHER. JOINTS SHOULD BE STAGGERED 1, DURING THE FIRST 3 - 4 WEEKS WATERING SHOULD BE PERFORMED WATER, SOIL,AND FERTILIZER RIP RAP TO TOP
TO PROMOTE MORE UNIFORM GROWTH AND STRENGTH AND TO AS OFTEN AS NECESSARY TO MAINTAIN MOIST SOIL TO A DEPTH OF ARE HELD BY STEPS-VEGETATION — iIII—III _ OF SLOPE
REDUCE THE CHANCE OF WASHOUTS UNDERNEATH THE SOD AT LEAST 4 INCHES. ESTABLISHES MORE EASILY ON
CARE SHOULD BE EXERCISED TO INSURE THAT SOD IS NOT THE STEPS.
STRETCHED OR OVERLAPPED AND THAT ALL JOINTS ARE 2 THE FIRST MOWING SHOULD NOT BE ATTEMPTED UNTIL THE SOD IS TUCK UNDER SOIL 71_
BUTTED TIGHT IN ORDER TO PREVENT VOIDS WHICH WOULD CAUSE FIRMLY ROOTED, USUALLY 2 - 3 WEEK. THE MOWER SHOULD BE SET SHOULD BE SEEDED AND STABILIZED 12" MIN. TYPICAL _ DRAINAGE PIPE
.
DRYING OF THE ROOTS. SMALL GAPS OR VOIDS REMAINING AFTER HIGH (2 -3 INCHES) FOR THE FIRST MOWING. NO MORE THAN 1/3 IMMEDIATELY Z
THE SOD IS LAID SHOULD BE FILLED WITH TOPSOIL. OF THE SHOOT (GRASS LEAF) SHOULD BE REMOVED IN ANY o
4. PLACEMENT SHOULD BEGIN AT THE LOWER END OF SLOPES MOWING.
AND CHANNELS. ON SLOPES 3:1 OR GREATER, OR WHEREVER STAIR-STEP GRADING
F77 J7f
EROSION MAY BE A PROBLEM, SOD SHOULD BE SECURED BY 3, FERTILIZER SHOULD BE APPLIED, AS NECESSARY, TO OBTAIN AND \ �
PEGGING OR OTHER APPROVED METHODS. SOD SHOULD BE MAINTAIN THE DESIRED GROWTH AND DENSITY. LIME SHOULD BE
INSTALLED WITH THE LENGTH PERPENDICULAR TO THE SLOPE ADDED, AS NEEDED, TO MAINTAIN PROPER pH. SOIL SHOULD BE
(ON THE CONTOUR). TESTED EVERY 1 - 2 YEARS TO DETERMINE FERTILIZER AND LIME REQUIREMENTS LAND GRADING TECHNIQUES
I G
DR
L
SODDING DETAIL NOT TO SCALE �Z
ONE LAYER OF FILTER FABRIC
NOT TO SCALE SHALL BE PLACED PRIOR TO La
PLACEMENT OF RIPRAP, MIRIFI
140N OR EQUAL
SECTION
a
z
#57 STONE
OR NCDOT #5 STONE RIP RAP OUTLET
CONSTRUCTION SPECIFICATIONS: STABILIZATION STRUCTURE
RIP RAP I. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER �
CLASS A 1,5' FABRIC FOUNDATION. O
2. KEEP THE CENTER STONE SECTION AT LEAST 9-INCHES BELOW NATURAL NOT TO SCALE �
O 0o GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS. IA E
O 9�� 3 OVERFLOW STONE
W TER FROMTUINDERCUBTTIONGDTHE THE
DAM AS DITCH BITTNKS RE TORE-ENTERS RR-OSS V, OO O
O A
MIN. CHANNEL. ` 0 D pp O
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP O`
z c,+ 00 0 ° OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM. > •
O O00 00 5. PROTECT THE CHANNEL DOWNSTREAM FROM THE LOWEST CHECK DAM, 0 Q -0
O O 0°000�0° 0 00O°O CONSIDERING THAT WATER WILL FLOW OVER AND AROUND THE DAM. N c
FILTER OOo(Q( 00 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM = U oc) N
3' 3' FABRIC 00 IS STABLE. r N 0
7. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES w
MIN. MIN. BELOW CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM 0 z 0
O
A DISPLACED STONES. TAMP SOIL OVER N
T \ O
STONE SHALL TIE INTO 1.5� _
MAINTENANCE: ��=� _ �i /BLANKE
EMBANKMENT TO PREVENT
RIP RAP I. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF
WATER FROM CUTTING AROUND THE ROCK. HEADWALL CLASS B EROSION EVENT. / �� _ ��O \ 0
WASHED STONE CONTROL STONE — �= O� u
�O O 2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND — \
(12 TOP LAYER) EROSION FROM FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL ��'
INSTALLED AT Q \
DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
UPSTREAM FACE
QOOo x w INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL_ Gj� VAAVAAVAAVAAVAA\
FILTER ° °p�O 2y z 3 DAMAGE TO VEGETATION, THE DAMS
TO THROUGH //VA//VA//VA//VA//VA/
ODg0o0 00gOo0 - w /\/\/\
FABRIC Q °O ° O °O ° Q °00 v THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT / // // //
PLAN VIEW QD000000O0000( O ® OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN WEIGHT
AND CROSS SECTION.
SECTION A-A
3' 12" OF /VAA/VAA A V
MIN. #57 STONE
OR NCDQT #5 STONE TEMPORARY GRAVEL CHECK DAM
_ NOT TO SCALE ef /V//V//,' C Q
/�� N Z F-
O� _ _ Ld
MIN. 4" /V//V�/ 0 0
III III III OVERLAP
ONE LAYER OF FILTER FABRIC _ �n � O/A� Z
SHALL BE PLACED PRIOR TO
PLACEMENT OF RIPRAP, MIRIFI VO\ N z
140N OR EQUAL V p
� jV� V z W Z
SECTION SEDIMENT STORAGE �� � V/\� Q 0
_ U
AREA TEMP. SEDIMENT \/\\ v z
NOTES: FENCE WIRE CLOTH l /\V/\< z
1. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF \ 1 8'-0° \VAA\� J LL z
STONE HORSESHOE. 18 INCHES BELOW GRADE.
0 - 0 — ■ ISOMETRIC VIEW /��/\//\//\� Z 0
2. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED FILL SEDIMENT NOTES: W Cn
STORAGE AREA AND ESTABLISH FINAL GRADING ELEVATION. COMPACT AREA 1. SLOPE SURFACE SHALL BE FREE OF ROCKS / 0
PROPERLY AND STABILIZE WITH GROUND COVER CLODS, STICKS AND GRASS. MATS / BLANKETS 4'
V//��
18" - 20" WASHED SHALL HAVE GOOD SOIL CONTACT. v/
ROCK PIPE #57 STONE 2. APPLY PERMANENT SEEDING BEFORE PLACING W W
INLET PROTECTION NKETS
3 LAY BLANKETSLOOSELY AND STAKE OR STAPLE \/\/ \ 12
CONSTRUCTION SPECIFICATIONS: TO MAINTAIN DIRECT CONTACT WITH THE SOIL /VA/VA/VA �A/VA
I. CONSTRUCT STONE OUTLET AT LOW POINT IN SILT FENCE DO NOT STRETCH //VA/�/X�//VA�Vvvv/vx
NOT TO SCALE 2 PROVIDE 8-FOOT BREAK IN SILT FENCE. 4 BLANKETS SHALL BE BIODEGRADABLE EROSION CONTROL /VA/�L0�f\/VA/VA/VA/VA/\
3 IRE CLOTH PLACE 8-FEET OF CENTER OPENING
WITH MATTING/BLANKET. AA�AAVA VA�AAAAAXAAAAAA
ADDITIONAL STAKE P AA/
5 ALL SLOPES 6:1 OR GREATER AND ALL SWALES SHALL BE
OPENING (AT 4-FEET). STABILIZED WITH MATTING/BLANKET.
4. PLACE 18" - 20" OF WASHED #57 STONE ACROSS 6. CONTRACTOR RESPONSIBLE FOR MAINTENANCE, REPAIR
OPENING. AND/OR REPLACEMENT AS REQUIRED THROUGHOUT JOB NO: J-30017.0000
STONE OUTLET CONSTRUCTION.
DATE: 02/17/23
DRAWN: NSS
EROSION CONTROL MATTING DESIGNED: NSS
NOT TO SCALE REVIEWED: JKS
NOT TO SCALE APPROVED: JKS
SCALE: NTS
EC4o2==d

a
N EMERGENCY SPILLWAY DETAIL RIP-RAP, 4-INCH d50 DIKE 4' MIN ////////
N ( NOTE: RIP-RAP THICKNESS MUST a �`� P .........•NO/
l ) CHANNEL BE 2.25 TIMES THE d50 °O�og Oho°3 1 1.5' MIN. �`Q : o
coo
12 30cm GEOTEXTILE FABRIC o o
rr HOLD-DOWN STAKE loco �o : �: � •• do i
Q)o o �: 00 _ ?
°g0oo0o0°\Ooo0o0° = Q: a~w o a
rr INSTALLATION 2s S _ ��� � III III ���0
4 (10cm) —I / D ti III= oco _ z U� o c
z 6„ III III DETAIL III=1i1- �SW -III=' ' s �_ ' = ~
_ PLASTIC w z Q
__ III III III III
%� Err III—III—III Z _ CORRUGATED �id0 �`�
w ���� rr — — — 11—III- PIPE (SEE PLAN //4/� CF���``�`` W
(15cm) III III III (15cm) �14 (10cm) 1. Prepare 5011 before Installing rolled 911II 1I1-1I1-1.. — — — — — — -11I-1I I S� POND 01 SPILLWAY WIDTH 20 FOR SIZE) //////I/llllllllll�AA��A�� 0-
o I-III-III-III-III-III-III-III-III-I I I- 15 E �
erosion control products (RECPs), 1 =111=111=111=111=111=111=111=111=111=1I I SD= POND 01 SPILLWAY DEPTH STABILIZE, INLET FLOW
g including any necessary application of - 548.50III I ILL
lime,fertilizer, and seed. -III—III—III—III—III—III—III—III 1I I1 Z= POND 01 SPILLWAY INVERT OUTLET III II
-III=III=III=III=III=III=III-I I �� ///, / o
uunw�
0 0 2.Begin at the top of the channel by W
anchoring the RECPs in a 6"(15cm) °° III �``�\ �i i
NOTE: IF EMERGENCY SPILLWAY IN FILL THE OO000 O O �� C� 6 ��
6 deep X 6"(15cm) wide trench with o0° O III III ° 0� O°� .` �• '.
DOWNSTREAM SLOPE TO BE ARMORED TO AND O - 0 o O �G i
(15cm) approximately 12"(30cm) of RECPs BEYOND TOE. pon°�C
extended beyond the up-slope portion O 0CD 00( _ :o J m w:
2"-5" °
co
of the trench. Use ShoreMax mat at the 4' MIN. O 00- - :U) w
(5-12.5em) channel/culvert outlet as supplemental LEVEL =Z:n o �,�•:
\\ scour protection as needed. Anchor the SECTION %� d O
` VA\� �� �� �� RECPs with a row of staples/stakes Hi��i�0
w 4rr-6r' �� > > VA approximately 12"(30cm) apart in the FLow �
z (10-15em ��� 3 �� vv bottom of the trench. Back and
) ( � 0 r r A compact the trench after stapling. Apply\VA seed to the compacted soil and fold the PLAN vlEw
r r STANDARD T-SECTION
�� �A © remaining 12"(30cm) portion of RECPs
o
i - - �� back over the seed and compacted soil.
� w w
Secure RECPs over compacted soil a
s � with a row of staples/stakes spaced
approximately 12" apart across the
\ width of the RECPs. CONSTRUCTION SPECIFICATIONS r
\% W 3.Roll center RECPs in direction of water O7
EARTH EMBANKMENT A COMMON FAILURE OF SLOPE DRAINS IS CAUSED BY WATER SATURATING THE SOIL
flow in bottom of channel. RECPs will POROUS BAFFLE AND SEEPING ALONG THE PIPE. THIS CREATES VOIDS FROM CONSOLIDATION AND
VAVA unroll with appropriate side a ainst the
� W (SEE DETAIL AND 9 PIPING AND CAUSES WASHOUTS. PROPER BACKFILLING AROUND AND UNDER THE
ui \\ soil surface. All RECPs must be PLAN FOR LOCATION) PIPE "HAUNCHES" WITH STABLE SOIL MATERIAL AND HAND COMPACTION IN 6-INCH
P VA securely fastened to soil surface by LIFTS TO ACHIEVE FIRM CONTACT BETWEEN THE PIPE AND THE SOIL AT ALL POINTS WILL
placing staples/stakes in appropriate Z
SEE PLAN ELIMINATE THIS TYPE OF FAILURE.
VAi
I � locations as shown in the staple pattern
uide.
g I. PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR WELL-COMPACTED FILL AT
SEE PLAN � SPILLWAY WITH
4.Place consecutive RECPs end-over-end SEE PLAN 3� IMPERMEABLE LOCATIONS AND ELEVATIONS SHOWN ON THE PLANS.
(rr -III- O (Shingle style)with a 4"-6" overlap. Use 3 GEOTEXTILE FABRIC 2. SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARD ITS OUTLET.
3 HAND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS NOT
(15cm) a double row of staples staggered 4" To EXCEED 6-INCHES.
( ) III III
apart and 4" on center to secure Cn
4 ENSURE THAT FILL OVER THE DRAIN AT THE TOP OF THE SLOPE HAS MINIMUM
RECPs. DIMENSIONS OF 1.5 FT. DEPTH, 4 FT. TOP WIDTH, AND 3:1 SIDE SLOPES o
5.Full length edge of RECPs at top of side in
�� 5 ENSURE THAT ALL SLOPE DRAIN CONNECTIONS ARE WATERTIGHT.
4 SCH 40 PVC BARREL PIPE >
slopes must be anchored with a row of CONNECT (SEE PLAN FOR SIZE) FAIRCLOTH SKIMMER WITH 6. ENSURE THAT ALL FILL MATERIAL IS WELL-COMPACTED. SECURELY FASTEN w
staples/stakes approximately 12"(30cm) (SEE PLAN FOR SIZE) HEAD BY J.W. FAIRCLOTH B SON, INC. INSTALL I' LAYER OF CLASS B THE EXPOSED SECTION OF THE DRAIN WITH GROMMETS OR STAKES SPACED NO
apart in a 6"(15cm) deep X 6"(15cm) INSTALL PER MANUFACTURERS SPECIFICATION. RIP-RAP. 5' BEYOND END OF MORE THAN 10-FEET APART.
wide trench. Backfill and compact the PIPE AND 7' IN WIDTH. 7 EXTEND THE DRAIN BEYOND THE TOE OF THE SLOPE AND ADEQUATELY PROTECT
CRITICAL POINTS NOTES: trench after stapling. THE OUTLET FROM EROSION.
A. Overlaps and Seams * 8 MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS THAN I-FEET ABOVE THE
p Horizontal staple spacing should be 6.Adjacent RECPs must be overlapped
B. Projected Water Line altered if necessary to allow staples les to approximate) 2"-5" 5-12.5cm NOTE: TOP OF THE PIPE AT EVERY POINT.
ry p y ( ) I. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM 9 IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING CONSTRUCTION.
C. Channel Bottom/Side Slope Vertices secure the critical points along the channel (Depending on RECPs type) and
p 9 THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
A A surface. stapled. 2. EARTHEN SPILLWAY SHALL BE CONSTRUCTED IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE.
7.In high flow channel applications a 3. SKIMMER BASIN SHALL BE CONSTRUCTED AND INSTALLED PER SECTION 6.64 OF THE NCDENR EROSION AND
B C B C **In loose soil conditions, the use of staple staple check slot is recommended at 30 SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. MAINTENANCE:
to 40 foot (9 -12m) intervals. Use a 4. AFTER ALL THE SEDIMENT PRODUCING AREAS HAVE BEEN PERMENANTLY STABILIZED, REMOVE THE
or stake lengths greater than 6"(15cm) may double row of staples staggered STRUCTURE, SPILLWAY AND ALL UNSTABLE SEDIMENT. FINE GRADE THE AREA TO ELEVATIONS OF THE DESIGN INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER EVERY RAINFALL
be necessary to properly secure the 4"(10cm) apart and 4"(10cm) on center PLANS AND STABILIZE IMMEDIATELY. AND PROMPTLY MAKE NECESSARY REPAIRS. WHEN THE PROTECTED AREA HAS BEEN Z
RECP's. over entire width of the channel. PERMANENTLY STABILIZED TEMPORARY MEASURES MAY BE REMOVED, MATERIALS
Drawing Not To Scale 8.The terminal end of the RECPs must be TEMPORARY SKIMMER DISPOSED OF PROPERLY, AND ALL DISTURBED AREAS STABILIZED APPROPRIATELY.
anchored with a row of staples/stakes
NORTH Disclaimer: approximately 12" (30cm) apart in a SEDIMENT BASIN DETAIL T A I L
AMERICAN The information presented herein is general design information only. For specific applications, 6"(15cm) deep X 6"(15cm) wide trench. TEMPORARY SLOPE DRAIN `0
GREEN consult an independent professional for further design guidance. Back-fill and compact the trench after NOT TO SCALE 00
stapling. NOT TO SCALE
5401 St.Wendel-Cynthiana Rd. PH: 800-722-2040 I^ 7 O
Poseyville,IN 47633 www.nagreen.com Drawn on: 5-4-17 V, L NO U
Q 0 DOC) 0
CHANNEL EROSION CONTROL 0 y
NOTE: S75 MATTING TO BE USED;
Q � �
BLANKET INSTALLATION OR APPROVED EQUIVALENT L2 _� O
LLJ
NOT TO SCALE r No z O
RISER STRUCTURE O -C
STEEL POSTS(QUANTITY VAR.) SKIMMER I5VE VAR.} lm:c L__
N07ES,
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG 1300K. EMBANKMENT p
Z. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR -C
TO INSTALLATION. PLASTIC SLOPE DRAIN PIPE . _ STa ON 5 E R ENERGY U
3. FILTER aAGS MAY BE REMOVEDWHEN SITE IS STABILIZED AT THE (PRACTICE STAiHDARD 6.32) r-
DIRECTION OF THE ENGINEER, CEDTW11_11 LJNIN-G c
4- FILTER HAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE
AND/OR CLOSE OUT OF GRADING PERMIT. ' 4W-' ❑
5. FILTER BAGS SHALL BE CLEANED OIL REPLACED ON A REGULAR _ },
BASIS (NOT BE MORE THAN HALF- PULL AT ANY TIME),
6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS TEMPORARY OR I
AS LONG AS STORM DRAINAGE IS NOT IMPEDED. PERMANENT DITCH aoPE V
H000 � EMERGENCY SPILLWAY
ORATE COI FIBER BAFRfS
J U)
(PRACTICE STANDARD 6.65) $TONF PAD— • J_
PLAN VIEW WOOD STAKE U) Q
GRATE�-- OR METAL POST Z F-
EXPANSION 1" RESAR FOR EA O 0
R>EVRXNT — _ REMCMAL FROM INLET TQP OF EMBANKMENT � z J J
RISER STRUCTURE U) J
1fl1�111+ . U_, v� 0
'b � TRASH RACK FREER-OARD.1'n1rN —�EINERGEJVCY SPILLWAY z
r, t\ FILTER 8A0 EXPSTIING MAINToUNED STREETS.
ON 3 MiN, p F� Q
_ I I�I+ I I Sul >
SKIMMER 1+ �Al1�l+, I�u+ 1U }!1♦ p sf v
�° w Ill 1 ll�ll�l IW TIy 1111 l ff�l 1 III;- °° ,y W
DUMP _OOPS DEFLECTOR SHALL RE PLACED SUCH TRAT ��'�l�I�1J-1tlI�1����f+��1�.1 �l�R��f���llU f1 � V z Z
fr WILL NQT COMPLETELY OBSTRUCT STORM sr I�I� flll�Nl[ �II��IIt WIIW,51.1I �y1y�11N%NI� Q o 0
WATER FLOW FROM E14TERING VLA THE CURD �. 44
OPEMNG. E14SLJRE NO MORE THM 25% OF _I� BARREL z z U
CURB OPENING IS 09STRUCTED. a' t
1 f' PIPE
LL_ Z
0
h CATCH BiN I I CLASS E STONE PAD CUT-OFF W
14'X 4' 1' IN.j ANTIFLOTAIFION I3LDCK SECTIONAL VIEW � ANT STABILIZED (,� 0
TRENCH COLLARLLAR
N 011TLET 2'❑EEP OUTLET V'A
/
NOTES
U
SECTION INSTALLATION i. INSTALL A MINIMUM UM G F3 FOR
EROSION
CONTROL
� ACCORDANCE WITH PRACTICE
R AND STANDARD 6.65.
NOT TO SCALE 3_ INSTALL SKIMMER AND COUPLING TO RISER STRICTURE OR DIRECTLY INTO EMBANKMENT 1 FT.FROM BOTTOM OF BASIN.
4.THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND COUPLING,. NOT TO SCALE
JOB NO: J-30017.0000
CATCH BASIN INLET PROTECTION SEDIMENT BASIN DATE: 02/17/23
DRAWN: NSS
NOT TO SCALE DESIGNED: NSS
REVIEWED: JKS
APPROVED: JKS
IIIISCALE: NTS

a
N APPROX. 45"' " NO/
3„ MIN.
\�P
CHAIN UNK FENCING NOTES: _ � : a 00 F, m
; o zz 1- A
3 T MAX. _�� vIT> -fA OPENINGS SLOPE GRADIENT VERTICAL SPACING =� ==z�L� o
1. REMOVE SEDIMENT FROM THE UPSLOPE SIDE OF o - s •. a
CHAIN iJNK FENCING �wN 8 DIA. STRAW g
z THE WATTLE WHEN ACCUMULATION HAS REACHED , sto WATTLE %�� •'' °�w
1: 1 /\ o� F
w FILTER rABRIC 1/2 OF EFFECTIVE HEIGHT. 5
2x2 WOOD ''''vnnm�uu���`���� 0-
2. LOOSE FILTER MEDIA MAY BE BACKFILLED ON THE \ \ \ \ \
UPSLOPE SIDE OF THE WATTLE TO ENHANCE 2: 1 - 1: 1 10 j\\//�\//�\//�\///''/ /\\//\ STAKE PAIR 0
\ \ \ \// /\�/\\/\\/\\ \ LL
z fL{lY PERFORMANCE ;� \\\\ \\/ jj�/j�/j�/j�/j\ \ TOP OF EROSION """""w, p
' 3. JOINTS BETWEEN TWO WATTLES SHALL BE 4: 1 - 2: 1 20 \\//\\//\\// /�/j�/j�/j�/j�/j�/j�/j�/j�/j \\ CONTROL MATTING '''% w
SLEEVED AND STAKED. \�//�//�//
- ALWAYS USE I N 6: 1 - 4: 1 25 �\��\��\�\\�� \\i�\i i\\i�\
SECURE FILTER � � CONJUNCTION WITH ��/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ �12 MIN: \/i\/i\/i\/ = � :w �M �: Y
z FABRIC TO CHAIN 5 0 \//\//\//\//\//\//\//\//\//\//\//\//\// \ \� \'\` \ \\/\\/\\� - e�1 -,
LINK FENCING 2" DIAMETER STEEL ROLLED EROSION < 6: 1 \,\\ \ \ \ \ \ \ \ \ \//\\ \ \/ // / / \ y n o z
z POST ANCHOR SKIRT: EXCAVATE TRENCH At�kO � \/\/\i\/\/ d � `
COMPACT STONE BACfCF1LL 4" CONTROL BLANKET. \���j\\j\\j\\j\\j\\j\\j\\j\\j\
10 L.F. PER END PLACED
oi�w \ \\i\\/\\/\\/\\ \\j/\\j/ /�\'' SLOPE SURFACE '��i►��nnm������`�.
z 2" DIAMETER DISTURBED AREA AT A 300 ANGLE TO PRE- /i\//\\//\\ / /
STEEL POSE` � _ _ _ _ � VENT END-AROUND '�/i!/
— — FLOW STAKE INSTALLMENT SECTION w
ELEVATION CROSS SECTION
a
" GENERAL NOTES: — — FIRST WATTLE SHALL BE
8- CRAINAGE AREA CM NOT OE GREATER THAN X ACRE PER 100 FT OF FENCE, PLACED AT TOP OF BANK.
�. SUPER SILT FENCE MAY BE USED IN CRITIC�►L AREAS IN LIEU OF DOUBLE ROW HIGH 9- SLOPE LENGTHS CANNOT EXCEED CRITERIA SHOWN IN TABLE 6-62A NORTH CAROLINA
IUD sat FENCE, EROSION AND SFD3MFNT CONTROL PLANNING AND DFSIGN MANUAL. � � ALWAYS USE IN CONJUNCTION WITH ROLLED
2. INSTALL MINIMUM 2 INC" DIAMETER GALVANIZED STEEL POSTS. SIX FOOT LENGTH. SPACED FENCE ACROSS STREAMS. DITCHES, WATERWAYS oa OTNER FE ER SILsuF oo NOT INSTAL T S � — — — DISTURBED EROSION CONTROL BLANKET.
NO FURTHER TWM 10 FEET APART. DRIVE THE POSTS A MINIMUM OF 36-INTO THIE 10. � OF coatL SUP 7E6 FE AREA
GROUND-
- �2" X 2" WOODEN STAKE PAIRS PLACED 4' O.C.
3. FASTEN 9 GAUGE OR HEAYnER GALVANIZED CFWN LINK FENCE (2 3/8 INCH MAXIMUM
OPENING} 42 INCHES IN HEIGHT SECURELY TO THE FENCE POSTS WITH WIRE TIES OR ` ® 7.
Hoc RINGS. MAINTENANCE N{ TE : • r j
8" DIA.
4. WHERE ENDS OF THE GEOTEXTILE COME TOGETHER, THE ENDS SHALL 6E OVERLAPPED BY 1, FILTER BARRIERS SHALL IINSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS S4O STRAW WATTLE
6 INCHES, FOLDED, AND STAPLED TO PREVENT SEDIMENT BYPASS- AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGEDpF Cl)
5. EXTEND 30TH ENDS OF THE SUPER SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEES RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. _ — _ — � _ zo
Cn
UPSLOPE AT 45 DECREES TO THE MAIK FENCE ALICNMINT TO PMEtdT RUNOFF FROM 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INE�'FECTNE PRIOR 70 THE END Of THE
GOING AROUND THE ENDS OF THE SUPER SILT FENCE EXPECTED USABLE LIFE nND TiTE I3ARRIEFI STIR. I� NECESS�RV, THE FABRIC SHALL BE � ALWAYS INSTALL PROTECTED bi
S. WASHED STONE (05 OR 057) STALL BE USED IN THE SILT FENCE TRENCH AND REPLACED PROMPTLY' PROTECTED AREA WATTLE AREA
COMPAMD, 3, SEDIMENT DEPOSITS SHOULD 6E REMOVED WHEN DEPOSITS REACH HALF TFIE HEIGHT OF 2" X 2" WOODEN PERPENDICULAR
THE BARRIER- ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE 15 TO SLOPE
7. ORANGE SAFETY FENCEDJ IS REQUIRED WHEN GRADING IS AAOENIT TO SWIM BUFFERS. REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTINGN�GRAVE, PREPEU AND STAKES PLACED
STREAMS OR WETLANDS (REFER TO SWIM 6UFFER GUIDELINES). THE COLOR ORANGE IS SEEDED- 4' O.C. PLAN
RESERVED FOR VISUAL IDENTIFICATION OF EWRONMENTALLY SENSITIVE AREAS.
NOT TO SCALE SECTION
Straw Watfle n sta a t on on S o es No Scale
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JOB NO: J-30017.0000
DATE: 02/17/23
DRAWN: NSS
DESIGNED: NSS
REVIEWED: JKS
APPROVED: JKS
SCALE: NTS

2" S9.513 ASPHALT CONCRETE SURFACE COURSE
ROUNDED 3" II9.QC INTERMEDIATE COURSE ���� P .• "' A101
CONCRETE CAP \�v.•
N STANDARD TRAFFIC R5 RIND SHARP EDGES PRIME COAT TACK COAT a w a
(IF REQUIRED) = Q I—LJ 0 1
2' SPECIFICATIONS.INT ER OT _ = v : a= 0 Q o c
(BLUE) PIPESFILLED SCHEDULE STEEL O O O •• ~ w
18 WIDE x 5 THK. CONC. APRON N a` CONCRETE AND
4 a SAFETY YELLOW PAINTED %��o�•., ILL]„ „ 00
o o
(APRON IS TO BE 18" WIDE OR TO DGE �� �� �� �� �� �� �� �� �� � ''//Innnuuvv�'`
e..:.'..:. '"•• �.. .' �: '.• OF BOX WHICH EVER IS GREATER
d :. '- 10" SLOPE TO DRAIN
a 12 11111111///J � ILL
1 " EXPANSION JOINT
8" AGGREGATE BASE COURSE �
(IF SURROUNDING PAVING IS CONC. PAVEMENT . `� '4 w
TOP OF \\� //i, �
i
COMPACTED TO 95% MODIFIED ��� 6 ���
THICKENED EDGE // �" z
ADJACENT PAVEMENT TO BE THICKENED R1o" 0 loll 4 PROCTOR (ASTM D1557) :P M �; to
o
* CONTRACTOR TO PROVIDE THICKENED EDGE TO 12 STARTING 5 EACH SIDE OF BOX ,�I—ICI ��. •. ,�I—ICI�I - w:�-
_ Y.. _ 24"COMPACTED SUB-BASE AT 95% MODIFIED = Q :E a
ALONG ALL EDGES OF CONCRETE PAVEMENT (TYP. ONLY IN CONC. PAVEMENT AREAS) 4" U) z =
3,000 P.S.I. PROCTOR PER SPECIFICATIONS _U :w U)M Y z ;y,I '
CONCRETE =s.o �,_. >
.. "2-#4x12" HEAVY DUTY
ANCHORS �.
e ..." .:'..:.: "" •e... ': :e' 4 =I t::�, ASPHALT PAVEMENT SECTION
w d I . 4 ` '//I//llllllllll\II`
GRATE INLET APRON DETAIL PAINTED HANDICAP SYMBOL =II ' ' II- NOT TO SCALE
o
o
NOTE: CONTRACTOR SHALL PROVIDE SAW JOINT PLAN TO NOT TO SCALE _ 11=
s � ., � <: I 2" S9.5B ASPHALT CONCRETE SURFACE COURSE
ENGINEER FOR APPROVAL CO - Q
o
PRIME COAT TACK COAT
(IF REQUIRED)
TYPICAL SECTION I. ALL CATCH BASINS SHALL BE SEPARATED FROM THE PAVEMENT AND CURB BY 18.0
BOXING OUT AROUND BASIN AS SHOWN ABOVE. EXPANSION JOINT MATERIAL SHALL RUN r
COMPLETELY THROUGH CURB AND SLAB. MANHOLE CASTINGS WITHIN THE PAVEMENT m
SHALL BE BOXED IN LIKE MANNER EXCEPT WHEN TELESCOPING TYPE CASTINGS ARE USED.
STEEL BOLLARD DETAIL
2. WHEN A JOINT FALLS WITHIN 5' OF OR CONTACTS BASINS, MANHOLES, OR OTHER NOT TO SCALE
STRUCTURES, SHORTEN ONE OR MORE PANELS EITHER SIDE OF OPENING TO PERMIT JOINT
I/8" TO FALL ON ROUND STRUCTURES AND AT OR BETWEEN CORNERS OF RECTANGULAR STRUCTURES.
FLUSH WITH SURFACE FILL WITH JOINT SEALER
)1 3. ALL TRANSVERSE JOINTS MUST EXTEND THROUGH CURBS AND MUST BE CONTINUOUS
I/2" ACROSS PAVEMENT, EXCEPT TIED TRANSVERSE CONSTRUCTION JOINTS. EXPANSION JOINTS
WHITE REFLECTIVE r
WILL NOT BE REQUIRED EXCEPT AT STRUCTURES OR AS SHOWN ON THE PLANS. 8'-5, ~ 6" AGGREGATE BASE COURSE
TRAFFIC PAINT
.e:.:." a""' '•e.,. :e' A.
COMPACTED TO 95% MODIFIED
d 4. ALL SOFT AND YIELDING MATERIAL AND OTHER PORTIONS OF THE SUBGRADE WHICH WILL PROCTOR (ASTM D1557)
NOT COMPACT READILY WHEN ROLLED OR TAMPED SHALL BE REMOVED AS DIRECTED AND I _1
REPLACED WITH SUITABLE MATERIAL PLACED AND COMPACTED. 24"COMPACTED SUB-BASE AT 95% MODIFIED z
FA
THE SUBGRADE SHALL BE THOROUGHLY COMPACTED WITH SUITABLE EQUIPMENT TO PROCTOR PER SPECIFICATIONS
HAVE UNIFORM DENSITY AT MOISTURE CONTENTS OF NOT LESS THAN STANDARD OPTIMUM(AASHTO 98).PLATE BASKET—/ 7 STOP BAR
LLJ
(SEE MANUFACTURER'S SPECIFICATIONS FOR SIZE ALL SEWER TRENCHES AND STRUCTURE EXCAVATIONS SHALL BE BACKFILLED TO NATURAL _ LIGHT DUTY o-
OR FINISHED GRADE AS SOON AS CONDITIONS PERMIT. ALL BACKFILL SHALL BE COMPACTED
AND SPACING BASED ON CONCRETE THICKNESS) WITH MECHANICAL TAMPERS IN LAYERS OF NOT OVER 6" LOOSE MATERIAL. IN ORDER TO 1 ASPHALT PAVEMENT SECTION
PREVENT DIFFERENTIAL HEAVE THE BACKFILL MATERIAL SHALL BE THE SAME MATERIAL AS
TYPE A THE SUBGRADE ADJACENT TO THE TRENCH. NOT TO SCALE
SAWED 5. THE MINIMUM CEMENT CONTENT SHALL NOT BE LESS THAN 6.0 SACKS (94 Ib. PER SACK)
PER cu. yd. OF CONCRETE. THE MAXIMUM SIZE AGGREGATE SHALL NOT EXCEED 1/4 OF THE 7.5" PORTLAND CEMENT COURSE
SLAB THICKNESS. THE MAXIMUM SLUMP SHALL NOT EXCEED 3". ALL CONCRETE SHALL BE AIR 1'-8' '- `l'- ' 1'- '
1/8" RADIUS FILL WITH JOINT SEALER ENTRAINED IN ACCORDANCE WITH THE FOLLOWING TABLE:
5 1�2" 10" PRIME COAT TACK COAT
5 1/2" (IF REQUIRED)
MAX. SIZE OF COARSE AIR CONTENT, o
AGGREGATE, INCHES PER CENT BY VOLUME z
°�
VARIES, SEE SITE PLAN O O O O O O
1-1/2 2 5 ±
3/4" 3/4 1 6 ± 1
3/8 J/2 7-1/2 ± I ALL TRAFFIC MARKINGS TO BE SOLID WHITE REFLECTIVE
DIAMOND PLATE DOWELS TRAFFIC PAINT AS PER DIMENSIONS ABOVE 0
(SEE MANUFACTURER'S SPECIFICATIONS FOR SIZE LO
O
AND SPACING BASED ON CONCRETE THICKNESS) TYPICAL PAVEMENT MARKINGS 6" AGGREGATE BASE COURSE TYPE B CONCRETE PAVEMENT DETAILS COMPACTED TO 95% MODIFIED (/ Z o
NOT TO SCALE NOTE: PROCTOR (ASTM D1557) Q O N
LONGITUDINAL CONSTRUCTION JOINT PAVEMENT SECTION DESIGNED BY OTHERS ` D � O
NOT TO SCALE SEE PAVEMENT RECOMMENDATIONS FROM REPORT 24"COMPACTED SUB-BASE AT 95% MODIFIED C 0�
4-
PROVIDEDO BY ECS SOUTHEAST, LLP DATED APRIL PROCTOR PER SPECIFICATIONS O • -C
PORTLAND CEMENT = .90
CONCRETE PAVEMENT SECTION
SIDEWALK . .." 2 ILL] U E
5O �2q� RAMP CL NOT TO SCALE NO z O
LIMITS OF DETECTABLE \'. E MPX: O }
WARNING SURFACE.
0 } >
ao oQao0Qao Lj ALIGN DETECTABLE WARNING WITH 0
0 oo0 o0 opO ?.
00 0 ooQ000a000ao CENTERLINE OF LANDING AREA AND NOTE: �
.°000 0aa°oaoQoo° BACK OF CURB LINE. LONGITUDINAL SLOPE OF SIDEWALK SHALL BE NO
°pO Do 0 o�o�o�o o�000�oo DETECTABLE WARNING SHALL EXTEND GREATER THAN I:20 (5%) U
0 24' "o"a"o" "o"o"000 FULL WIDTH OF CURB RAMP.
6 M\N o000000 00000000
GURg j PPER WIDTH VARIE
M\N INSTALL 1/2" EXPANSION JOINT
RAMP SLOPE NOT TO F USN 0 EDGE OF MINIMUMDK4 INNCS TO HES THICK SEE PLANS)
24 PAVEMENT OR
EXCEED I:I2 (TYP.) M\N \ i FACE OF CURB PERMIT PARKING ONLY 3000 PSI CONCRETE REINFORCED SUBGRADE COMPACTION, SIDEWALKS
1'-0rp TOW-AWAY 20NE
1 PP ER ALUMINUM" xA1'-0" x . PARKING SIG 98% STANDARD (ASTM D698-DOae1)
CURB WITH IDENTIFICATION SYMBOL 61I
CURB (6" HIGH) 6' WHEEL STOP F
& GUTTER (TYP ) (IF REQUIRED) o; J
ISOMETRIC VIEW OF RAMP ' APPLICABLE MAXIMUM FINE$500.00
ADDITIONAL SIGN WHERE V
1:50 (27) 4" PAINTED BLUE VAN ACCESSIBLE CROSS Q
WIDTH VARIES SLOPE
SLOPE MAX STRIPE (TYP.) 1:50 (2%)
5' Q (SEE PLANS) MAX. w
4" PAINTED WHITE 10' (TYP) o '^ 0
•
STRIPE (TYP.) V/
VARIES - W I. CONSTRUCTION OF ACCESSIBLE CURB RAMP SHALL CONFORM TO ALL APPLICABLE 45° SEE PLANS
FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. INTERNATIONAL INSTALL I/2" EXPANSION (J
BLUE FORMED OR SAWED CURB & GUTTER JOINT EVERY 50' - MATCH O Q
SYMBOL PERMIT PARKING ONLY CONTRACTION JOINT, 3/4" DEEP JOINTS IN CURB & GUTTER U
2. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF z J Z
TOW-AWAY ZONE (TYP) - MATCH JOINTS IN CURB I/2" PREMOLDED EXPANSION I
ABRUPT CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY & GUTTER JOINT CONTINUOUS - J Q
ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20 (5%)
7 MIN z
3 CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH OF CURB 3 16 1 PLAN A
RAMP. SEE DETECTABLE WARNING DETAIL O0
Z LL_I co
TYP. MAXIMUM FINE $500.DD TOP OF WALK ELEVATION NOTED ON PLANS �/ JCD
Q U z t�
4' 4' SLOPE 1:50 (2%) MAX. z Z
CURB RAMP TYPE B 0 4„ L- o
NOT TO SCALE 1211 Z
ACCESSIBLE SPACE l l l
60" MIN FOR STANDARD
96" MIN. OR 96' MIN.
96" MIN FOR FINISHED GRADE D O D- =III= v
VAN ACCESSIBLE SPACE �/�
(SEE PLAN FOR LOCATION) w/
V
NOTES:
Z
I II IIIIISECTION A-A
1. STRIPING AND CONSTRUCTION SHALL CONFORM TO ALL ♦ ,
51-OII NOTE: ELEVATION OF CONCRETE APPLICABLE NOTES: V
PAD SHALL MATCH GRADE OF FEDERAL, STATE AND LOCAL CODES AND SPECIFICATIONS. - 1. ALL CONSTRUCTION SHALL CONFORM TO THE TECHNICAL SPECIFICATIONS INCLUDING, BUT NOT LIMITED TO, SECTION Q
CONCRETE PAD NEW PAVEME� NOTE: — „ 02200 - EARTHWORK AND SECTION 03300 - CAST-IN-PLACE CONCRETE. CL
T/ ASPHALT PAVEMENT 2. 2% MAXIMUM SLOPE IN ALL DIRECTIONS WITHIN ACCESSIBLE SIGNAGE SHALL CONFORM TO ALL = 2 -� 2. CONTRACTION JOINTS SHOULD BE FORMED OR SAWED COINCIDENT WITH THE 10' JOINTS IN THE CURB.
I TT G \ PARKING APPLICABLE FEDERAL, STATE AND LOCAL 3. CURB RAMPS SHALL BE INSTALLED AT EACH INTERSECTION OR DESIGNATED CROSSWALK
SPACE AND ACCESS AISLE.
` ` ' CODES AND SPECIFICATIONS LOCATION AND MUST MEET THE MOST CURRENT ADA STANDARDS AND SPECIFICATIONS AT THE TIME OF
CONSTRUCTION. JOB NO: J-30017.0000
GL L L < L G \ d 3. ONE N EVERY 8 ACCESSIBLE SPACES SHALL BE SERVED BY AN - 4. ON ACCESSIBLE ROUTES WHERE SIDEWALK IS LESS THAN 5' WIDE, PASSING SPACES AT LEAST 5'X5' SHALL BE DATE: 02/17/23
8' WIDE ACCESS AISLE AND SHALL BE DESIGNATED "VAN = -
ACCESSIBLE". LOCATED AT REASONABLE INTERVALS NOT TO EXCEED 200'.
I DRAWN: NSS
DES
GNED: NSS
6" STONE REVIIEWED: JKS
ACCESSIBLE PARKING SPACE STRIPING DETAIL ACCESSIBLE PARKING SIGN DETAIL APPROVED: JKS
JOINTS INSTALL5' 0CCONTRACTION COMPACT EUPPER 2' MIN NOT TO SCALE ACCESSIBLE SIDEWALK DETAIL SCALE: NTS
TO 98% MAX DENSITY NOT TO SCALE NOT TO SCALE
CONCRETE DOLLY PAD
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a7 Z PLACEMENT OF TYPE IV PLACEMENT OF C7'~Q PLACEMENT OF TYPE 2 �� PLACEMENT OF O F-I Q 21 12 115 145 204 21 12 69 $7 123 T60 195 =0 F-I Q j (� W MVP♦♦� �y
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C7 I.D.I6 MIN. - - =,ram r = THAN H „� += -r' EAR I.D. 6MIN- - - - - - - EARTH O
o I.D.18 MIN. +, •- _ I.g,18 MIN. - ' -
•T L .. .' +,rrr-rn_r - ,n_„ +++ rp rrr,,n_„r�+ .ter _ rrr?rr u f W 1 «• ,p r,ur-n+=n+a r+r�u-rr, THAN 6 ru,r++-,rr�,rr�+-r rn-"=r" W W 11111111
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a 48 12 46 61 87 113 139 42 12 60 78 9B
BUT NOT LESS FFVIf( 12" BUT NOT LESS THAT t2" O
r�i O.P. * 3' NOR MORE THAN 24' U_D_ + 3• C.D. + 3' NOR MORE THAN 24'
ROCK ROCK Q.D. + G' 54 12 54 77 10D 123 48 12 $2 68 84LL
y NORMAL EARTH FOUNDATION AS DIRECTED BY ENGR. NORMAL EARTH FOUNDATION as DIRECTED BY ENGR, 60 12 69 so 111 54 12 46 50 74
ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION 66 12 81 100 60 12 50 62
PIPE IN TRENCH PIPE IN TRENCH 72 12 74 91 66 12 51 ♦♦ //, w
TOP OF FILL TOP OF FILL TOP OF FILL Z TOP OP FILL TOP OF FILL TOP OF FILL 84 ;� 883� 72 12 41 ```♦♦♦\�. .'�/ f^
v,
m cn
o m FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO L[ ~ :�0
% = Z H H 0 ~ - H N O ~ ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION. 0 ~ = Q a'T w -
0 ') MIN..O.D. H MIN. 0.0. MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D. LL Q, H LL d U- d - U :� W N -+ z:
��� J r t3 J CS J - cn M N = Y
o GO �� s� J Z J REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS Z J Uj �y ••pd O
GROIINO L1N6 !• GROUNO LINE 4 f• Fi Q GROUND LINE GROUND LINE H I-1 LU 0 r•! TYP IV MIN. ❑-O MIN- 0.❑ MIN. 0.0. MIN. ❑.D. MIN. G.D. MIN. O.D CSP - IV15HT6 M3F3 J �j d Lj ♦�
z Tr GROUND LINE UJ GROUND LINE VYPE 2
ENGINEERING < - - _ - F� n _ ' - _- y• ¢ CRAP - AASHTD M196 Q co / P♦♦♦
0
w - - FABRIC - - = Ua Iy :� GEOr-XTILE N _ • y C N I .v J
''r •r = W HOPE Minimum fill 2' for pipe diameters 12" and 60'+ / ••
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`JC COMPACT AFTERr' - lL - COMPACT AFTER -+ - - ) pipe PVC - ASTM F949 or AASHTO M304
z I1 Z s"r�+++=+"=-s ,. �ir=r,+=+r,�rxwFu+ _'•'.-:•::o::': - 1r ,-y:; i F--I y"r=++_+ .•.�r_rr�+rr�,na4mr+, '.:x::' r+ y•. y 1-i H I-i
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n LLJ - &PRIOR TO
o r m > COMPACT AFTER �LI,D,IB#AIM. - PLACEMENT OF - W J �I.D.16 NIH. - PLACEMENT OF * LV
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& PRIOR TO -- - - - L1 - t� a H ❑ a H Q PLACEMENT OF L.O.IB MIN, �AS DIREGFED H r O.D. + Y' I.Q.IB IN. �AS DIRECTED z F"I * {Maximum fill} 34' for pipe diameters ? 12" and 5 36" AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS H LLI
Q FILL 0.❑' i 2--•� NOT LESSITFu7N 8" ❑.0.� Z' NOT LESS THAN 6" MIN. ❑.D. MIN. ❑.D. BY ENGINEER Q ~ X COMPACT
IP EAIS PLACED NUT LESS THAN 6" NTH, O.O. MIN. O.D. HY ENGENBER
h-I Z HOT LESS THAN S" O.D-+ 2' Q H Q = L,J
_O PER FOOT OF 'H' W & PRIOR TO V-` PER FCOr OF 'H' H- 1' MINIMVhI COVER fOR ALL SIDE DRAIN PIPE h- H
N BUT NOT LF55 THAN 12 CI) J PLACEMENT DF Hut NOT LESS THAN 12 * FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE Uj J Q
MST NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24" LL LL FILL NORMAL EARTH FOUNDATION ROCK FOUNDATION N0H MORE THAN 24" O TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS L6 o
UNSUITABLE MATERIAL FOUNDATION UNSUITABLE MATERIAL FOUNDATION
H r PIPE ABOVE GROUND = c PIPE ABOVE GROUND
H RIGIQ PIPE L`
r GENERAL NOTES: J ❑ GENERAL NOTES: ❑ ❑ O d }
-n 00 NOT OPERATE HEAVY EQUIPMENT OVER ANY PIP£ CULVERT UNTIL THE PIPE CULVERT HAS (D ❑ DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS Q 0 RCP - * (Minimum fill) V for Class IV & CLASS V Q 0 03
0 1.D. - THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION, BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET LIF APPR13VEO MATERIAL. Z = I.g, = THE MAXIMUM HOR120NYAL INSIDE DIAMETER DIMENSION, BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. 0 = O
1.4 = W - ---_ CC 2' for Class III & Class ICI REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS CC
0 O.O. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. --- -- SPRI NGLINE OF PIPE W Q.D. THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. SPRINGLIKE Qf PIPE
SELECT 6ACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1 11 - THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT SELECT BACKFILL MATERIAL CLASS III OR CLASS II, LV (Maximum fill} 10' - Class II pipe RGP - IIA5HT0 M170 LV
a H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ® 20' - Class III pipe
ALONG THE PIPE FROM THE 70P OF THE PIPE 70 THE TOP ABOVE AND BELOW SPRINGLIKE. ALONG THE PIPE FROM THE 7tlP DF THE PIPE TO THE 7tlP ® BELOW SPRINGLIKE. p p
OF THE EMBANKMENT AT THAT POINT. 3o' - Class IV pipe
OF THE EMBANKMENT AT FHAT POINT. ® APPROVED SUITABLE LOCAL MATERIAL. APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE. 40' - Class V pipe
TAXE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. UNI3ISTURBED EARTH MATERIAL TAKE CARE FD FULLY COMPACT HAUNCH ZONE OF PIPE HACKFFLL, nr"nr_rrr�r UNDISTURBED EARTH MATERIAL {For fills 7 40' & c 00' use LRFD Direct I.TThsign Method} NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1 AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
- LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS I1, TYPE 1 SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR Vi FOR FOUNDATION CONDITIONING. ENCAPSULATE
SHLLf 1 Of 3 FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE WITH ENGINEERING FABRIC As DIRECTED HV THE ENGINEER. SHEET 1 OF 3 VNcaMPAeTPp AS PIPE SEATING AND aACKFFLL WILLF�m WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER, SHEET 2 OF 3 ' FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE SHEET 3 OF 3
UNCOMPA07E❑AS PIPE SEATING AND eACKFILL WILL ACCOMPLISH COMPACTION. TO THE BOTTOM OF THE PAVEMENT STRUCTURE 1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
300.01 ACCOMPLISH COMPACTION. 1300.01
O❑■❑1 9 A f1� I'S f 9 A Q - 0 1
v z O GENERAL NOTES: z L! U v J V Z
m O m FRAME GRATE AND HOOD O m O
1.4 HI O I7 I BACK OF CURB SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. , ,An �-0 8--11-1
, ,An �
r r EXPANSION JOINTS r Z
<, NOTES: Q <, X PROVIDE ALL CATCH BASINS OVER W-6" IN DEPTH WITH STEPS 12" Q < Q p
I•-I Z Q Q 1•-I Z " ON CENTER. USE STEPS INHICH COMPLY WITH STD. DRAWING 840.06. Q Q II Z Q Q
MO O z~ �O O z~ �O O 6., E 4'_g" 4'-0" z
D H-I O Wi FT. * THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING C V D H-I O TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY, OR #4 BAR DOWELS AT C U D H-I O 5 U
( ) D 6" rr C7 _ rr C7 rr C7 >
1 j O STANDARDS: 838.21, 838.27, 838.33 AND 838.39. LL J I--1 Z m O o' o' o' ? 0 12" CENTERS AS DIRECTED BY THE ENGINEER. ly J O I--1 r O O 6" 6" LL J O I--1 W
Z 2 Z 2 Y Y _ d Z m Z = #4 BARS "V" STD. 840.03 FRAME, d Z
HI D * INSTALL PRECAST ENDWALLS WITH WINGS AND PAY O O fn= HI D o.; .' _ USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O CO)S HI D @ EQUAL SPACES O O O= 0
A GRATE &HOOD
'O O n FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. W Q Z LL 'O O n :'o' ---- _ :o IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q Z LL 'O O n IIt. 1Y¢" Q Z
xmDDm Q = xmDDm m Q = = D m x
* USE 4000 PSI CONCRETE. U!r O 1:3 - z m o. o AS SHOWN ON STD. N0. 840.00. H U O z 3 H U Q O
_��O 1-0" 1'-0" * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 H= z LU =O O O 8" B g" x USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. =
r�T w z,..,�r�T .'v ---- :o. w r�T �III1II)1(1I�� w
OO,.y a FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING O LL J OO,.y 6. '6 FOR 8'-0" IN HEIGHT O1 LESS USE 6" WALLS AND BOTTOM SLAB. OVER OI LL J OO,.y - - UIIIIIIIIIIIU� i O LL J
n z `o - TO ASTM A185 WITH 2" MIN. CLEARANCE. p O O CC n Z °' o D 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST O O C.;
Q n Z �+ co �+ -_w O O O Q
o QUANTITIES ACCORDINGLY. w x x S�S�S�2� R R x
D 0 * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH Z •j D o. CONSTRUCT WITH PIPE CROWNS MATCHING. Z ' D ?a a PLAN ~e O„ 2E
< H2 HZ OSHA STANDARD 1926.704. H-M < o ° I••1 < ° m m I•-1
O O Fa
C3/RCP I * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY W 13 O O ' PLANLw. X " 3" SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". LUt7 O O ' -j ° LL CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES W 13
z H1 H1 CONTRACTOR 0 Z DRAWING N07 70 SCALE. 0 Z a LL p
* TOP ELEVATION SECTION X-X a�u e c TOP
ALL ELEMENTS PRECAST TO MEET ASTM C813. e e LU g"
m - * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR 'D m 'D m io at USE ON FLAT ELEV. EXPANSION JOINT
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED. GRADES 2%AND UNDER
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1". TOP ELEVATION
- - --- FRAME GRATE AND HOOD
-�
io SEE STD.NO. 840.03 STEPS - STD. NO. 840.66 STEPS - STD. NO. 840.Be _ 1 --- DEPRESSED GUTTER LINE
„ 6„ 8" O.C.(TYP.) •.; `S EXPANSION JOINT CID
O
3' 0" 3'-0"
8 O.C.(TYP.) REFER TO CHART A Z
T REFER TO CHART ] 8" '.o -6" _____ _ __-- M v.
O FOR BAR SIZE o' _ TOP ELEVATION -- PLAN OF TOP SLAB SECTION S-S
m FOR BAIT SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS C J Y m u x c
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION O J O z _ _ = Z ELEVATION °C
U1 Z ELEVATION SIDE TO INCREASE THIS BAR SIZE AS NEEDED. u o 1 O NORMAL CURB AND GUTTER ON LIGHT GRADES LL
r••r m ,� W Q 0 ,) .o I �� L o:, ao �5�'-'a`-'� A W Z ❑ ,� Z
Z r O O r I g" ,.. E 1••1 O r 1-1
a) CD
z � °' ZH o T . B --I c'sN Z � c'sN
-+ C7 co °> ° ° ° ° T o. E- 4 o' Z a LU O O NORMAL GUTTER LINE Z Q W
" ° .
m - = 3 W w N _ �° x 6" °.' 0 6" 3 m a N = EXPANSION JOINT g„ f I m 0 L(�
°. x Fi 6" E #8 "W" BARS #4 BAR g" �+ H O
ro m ENDWALL DIMENSIONS Q a ' m m SECTION Y-Y 6" C 6" Q ' RI 1J7 TOP Q L0
¢ �' p.. ¢ = a - ELEV. ¢ '� d
0 D W2 (FT-) FT. MINIMUM MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX. O W a 2 RBI D o �o p D #4 BAR "V" USE ON GRADES VER 2� G Lq E
O Z Z :o D V = m Z @ EQUAL SPACES - V
55 Z 0 PIPE DID. BAR SIZE H1(FT.) H2(FT.) D (FT.) W1 W2 O W cm C L7 RISER H7. °' O 0 - --- ER LINE ~ O
C w IZ n ❑ VARIES o ° o ° IZ Q C ❑ 10 10„ 61-0. SE Q O O
a 1.0 #5 @ 8" 1.25/2.00 2.00/3.75 1.25/1.75 3.00/3.75 5.50/6.00 V O 11n 0 T _ _ 6� ' o, o. o v.a.v ". o V O C71 0 EXPANSION JOINT yq)(, O O
D GUTTER
11 Al 0 � 1.25 #5 @ 8" 1.25/2.00 3.0013.75 1.25/2.00 3.50/3.75 6.50/6.75 Z Z = A ° Z A #4 BARS "U" - I 1'-0" F- C3 Q O
p Q F - np 6„ - QW = - C� p 11*z" O
m ,r SECTION J-J m ': . a'.s' : �'. ': ELEVATION H H c O� 4-
-0 m D 1.50 #5 @ 8 1.25/2.00 3.00/4.25 1.50/2.50 3.50/3.75 6.50/6.75 V e = D °' "o ERE 30" TO 36" PIPE IS USED o ~ ~ _ DOWEL 4-
I
2.0 #5 @ 8" 1.50/2.50 4.00/4.75 1.75/2.50 4.00/4.25 7.50/8.25 r `z °' SEE NOTE SECTION M-M O W SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADESO Wm D H"H WHERE 42" TO 54" PIPE IS USEDZ 2.5 #5 @ 8" 2.50/3.50 4.00/6.00 2.00/3.00 4.50/5.50 10.00/11.50 C y Lu m Z WHERE 30" 70 36" PIPE IS USED D) V r m Z Q0 M-1 J y O Hy Z y ,� MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BABED ON MIN. HEIGHT, H, WITH NO RISER) * co Z � (y)
n
RISER HT.
rp 1 3.0 #5 @ 8 3.00/3.50 5.00/6.DD 2.75/3.50 5.25/5.75 11.SO/11.7$ J Q r9 �..� VARIES �.�.'� o�.�.'� •,o�..�.'�•. J O �..� DIMENSIONS OF BOX AND PIPE COVER OU.YDS. CONC. IN BOX DEDUCTIONS J � O
O \ ° \ n O' IZ-I z °I- O' Z -n PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BARI BAR -V BARS-W TO7pL TOP BOITOITm•�• ONE PIPE ('} - N
o O \ 6�Q- 3.5 #5 @ 8 3.25/4.50 6.00/6.75 3.25/3.50 6.00/6.75 12.00/13.25 Z W O J o:: J Z V O P E FOR MINIM Z V U N
_ .\J` .�l W fn = --___ ___-- A �.• .. .. D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB ,EINR N C.M. R.C.
co r 4.0 #5 @ 8" 3.50/4.50 6.50/7.00 3.25/3.50 6.50/6.75 13.00/13.25 of B M o._o'_z.'o:o':' �' M 12" 3'_O" 2'_2" 2'_g* 0.255 O.n2 0.015 0.028 � N
o•::..o.. W W i
PLAN O ..I °'I 15" 3'-0" 2'-2" 3'-0'• 0.235 o.e29 0.023 0.036 W
4.5 #5 @ 8" 4.00/5.00 6.50/8.50 3.25/4.00 7.00/9.25 13.50/15.75 LL1 ' A - ° of A °p 18" 3'-0" 2'-2" 3'-3" 0.235 0.887 0.033 0.049 O z O
5.0 #5 @ 8" 4.50/5.00 7.00/8.50 3.25/4.00 7.25/9.25 13.75/15.75 `? '"" o °' < of 24" 3'-0" 2'-2" 3'-9" 0.235 1.001 0.059 0.065 N
LL o:'I n:. " m 30" 3'_0" 2'_2" 3'_4" 4'-3" V-2" 4'-0" 4 1'-5. 2 3'-9" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127 O 4-
5.5 #5 @ 8" 4.50/5.00 7.50/8.50 3.25/4.00 7.25/9.25 14.00/15.75 I ;A �o:
.a .I 36" 3'-0" 2'-2" W-10" 4'_9" 1'-8" 4'-0" 4 1'-11" 9 3'-9" 9 9'-9" 43 0.161 0.358 1.714 0.132 0.178 }
6.0 #5 @ 8" 4.50/5.00 7.50/8.50 3.25/4.00 7.75/9.25 14-75/16.75 WHERE 42" TO Sa" PIPE IS USED p:L: C °'o'�; 7. ;o °::o:;0 42" 3'-0" 2'-2" 4'-5" 5'-9" 1'-5" s'-2" 4 1'-8" 2 2'-11" 9 2'-11" 32 0.112 0.318 1.738 0.180 0.243
O >\
48" 3'-0" 2'-2" 5'-01, 5'-9" 2'-0" W-2" 4 2'-3" 3 2'-11" 9 V-11" 35 0.145 0.352 2.052 0.235 0.317 5
DETAIL SHOWING METHOD Sa^ 3'-0" z'-z" s'-7" 6'-s" z'-7" s'-z" a 2'-1o" 5 2'-11" s 2'-11" a1 o.1eo 0.386 2.se7 0.297 o.ao1 L-
3
SHEET 1 OF 1 SHEETp1 OF 1 SHEET 1 OF e2 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 SHEET 2 OF e2 SHEET 2 OF 2
838r.80 838■80 840.0E 840.02 840.0E * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840.02
m Z m Z m Y NOTES: USE CLASS "B" CONCRETE THROUGHOUT. v z G
1.4 O 17 rr O 17 PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" OH QU
11�Z 43" NOTE: USE TYPE "E", "F" AND "Gr' GRATE � � r ~Q <� , „ 2� �Q <� ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. �Q
DETAIL SHOWING TYPES OF GRATES 2-11% QQ Hr z OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR#4 BAR DOWELS AT QQ
r H0'COI�CO) UNLESS OTHERWISE NOTED. P c l P HQZI�cg V >COB 1�" H C O�j > w H DC O U
O O USE ACCORDING TO WATER FLOW. 1 z~ m O O 12" CENTERS AS DIRECTED BY THE ENGINEER. z Pm
LL J O H1 • r O-n-1 O USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O
R LLJdF-'Z m0 �� d Z m WJdM--'Z
N Z =D B q O O O= M..M Z =D O O O= M..M Z =D IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB O O fn=
'O O n [GPI Z - 'O O n n rr n n rr n Z .!7 O n AS SHOWN ON STD. NO. 840.00. ZLL x m D D m W Q Q LL 3 x m D D m TYPE G TYPE E TYPE F p HSI M O A H� „ W Q Q W= x m D D m FOR 8'-0" IN HEIGHT OR LESS USE 6"WALLS AND BOTTOM SLAB. OVER H U Q O=
zm �-- E-c�moo zm _ 1 1 97/8 E-c�moo zm 17
LU
COI Q w ry O O �► �► Q ry COI
_11_ J L_ 6'-0^ TO 16'-0" IN HEIGHT USE 8"WALLS AND BOTTOM SLAB. ADJUST Q py .w
r __ __ _ N N w p J z,..,C �T cT LL J z N O �T X � X QUANTITIES ACCORDINGLY. ca LL ZO J cn
M7 I I - 1 I 1 I CONSTRUCT WITH PIPE CROWNS MATCHING. 1 I
c� m - o o SECTION - LL SECTION - MII O Q 0 m _ O Q c� m p °C O Q J
y D o o - 1�`rr z x y D WATER FLOW ->- SAG WATER FLOW 00000� 0000000 19/g" 0 Cc z x F D D I I INSTALL 2"WIEEPHOLES AS DIRECTED BY THE ENGINEER. z Cc C U
14 A A ALIGN FRAME WITH INSIDE 'ri T INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
co H' ' EDGE OF WALL TO ALLOW _ �- LU t7 co H' ' ----------------------------------- d t7 (/I' ' r / I m POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. d 0
0 0 0 0'. I w w
z �o FOR VERTICAL ADJUSTMENT :o. J1�rr - t�. ' p z p Z � --- � �I��EXPOSED CORNERS 1". � 0
O WALL SECTION o.v r� T� B 1 r1 1 " --- --
*INCREASE THE SIZE OF THE 6" OPENING TO 8" MAX., AS DIRECTED BY THE
D T T ------------------------ ENGINEER BY ADDING 2" TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST w Q
SECTION - BB
B SECTION - PP SECTION - NN 1 2#1 {�fig" n Y 2"WEEP HOLES QUANTITIES ACCORDINGLY. ''^^
tI SECTION B-B O �"� z W
Z PLAN 2ND OPENING N Z
4r, �{,, ❑ IF REQ'D. Q O 0
-11 PLAN _ n Z 1{t u 21/4 n H •� F TOP SLAB G m
w Z FRAME,GRATE, 8, HOOD ASS'Y J � C O m w W z WATER FLOW - SAG E WATER FLOW '4 0 0 O RI Z BAR Z a TOP SLAB a O U I Z
C I' 'n I LL O Q C M7 W O m ,� TOP ELEVATION TOP ELEVATION GUTTER LINE LL Z J
TOP SLAB
rm r " _ = m m r SECTION A-A = m r
m m S 6 2 -0 6 z O U m m CIO= n rr n rr n rr z O V O = OPENING a"* #4 BAR Z 1n 6"* Z Q W ''A/� -
z 3'-O" - r/r0 1n - 3 Z z TYPE F TYPE E TYPE G TYPE - E 3 Z Q N B - _ Q V raI z
O e ao v oI Q a V O 9 a V m 1J7 a 8" TOP ELEVATION IL
to = � �� o p to = D RAISED FLOW ARROW „ p Z y p ilk" CLR. p ~ /� O01-1
D a z K K a a 1 _ ..G D a Z P %16 HIGH 2 ^DI �D Z 'I I x 101�" O An V U
z y L M - a �- N Q z y RAISED FLOW ARROW 2 CO Q c y o -�1 PIPE WALL occ
W
> N v SECTION - AA C3 z > N v 16 HIGH D - G H Q OD O 17 I a MIN) 1( c H Q V o
I THICKNESS VARIES
Q '^
O V po po O V Q O ,L „ c+T N w #4 BAR Z Z z V
0 Z > L M � N CO Z z �L 1 L `m _ Z O > SEE NOTE LU J LL_
naD M c� naD II 1� uOc0 D m Z
00 Z J FRAME PLAN SECTION - JJ W O 00 Z � i err n �m � ^O m � Z m SEE NOTE W O N
it 5%„ H-1 LU = O O SECTION X-X SECTION Y-Y H-I Z Q
x '4 W x
�''�� I W w PART SECTION Y-Y
D � O I -�{f-1,{gr' - �'-' 3, O R„ 3 R „ Z = D O P O 1 ,r 1 I�- O' _ _ SHOWING DETAILS AT OPENING Or �y
rr Ix
(n W C M ii rr 1�" r 1%"R i'„ W � O w MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H) W W
N 0 � ¢ X
_ {LO0 �'1 1 y8 W DIM'S OF BOX&PIPE REINFORCING pEp•ONEZZ rr I H LL TOP&BOr. SLAB W. YDS. CONC. TOTAL OUAHIITIES DEDUCTION 6n ,zr On 6n - " n I LL 2'-11 2 -1134 PIPE SPAN WIDTH HEIGHT BARS - X BAITS - Y BARS - Z DIMENSIONS IN BOX BOX&SLABS ONE PIPE OPEINNG THROAT ❑
T i6n 76
�``T 6'r 6'r ,L 1 yL " 'L 1 i Ir rr �S rl 1 1 L Ir y D A B H NO•LENGTH N0.LENGTH NO LENGTH F S TOP SLAB aor.a.na MWIIFF,NF INS,IEDF,10°(MIN N( C.S. R.C. YDe z
3r2" 3'-0" 3rL" M`rr 0 T. rr ]�r' >� 3 L 1 >��-� -�{{� °L �'•� 12" 3'-6" 2'-3" 1'-10" 4 9'-0" 6 4'-3" 2 4'-3" 4'-8" 3'-3" 0.181 0.271 0.250 27 1.046 0.015 0.032 0.046 ❑ W
'4 J- 11�n I z 15" 3'-6" 2'-3" 2'-1" 4 9'-0 8 4'-3" 2 4'-3" 4'-e" 3'-3" 0.181 0.271 0.250 27 1.108 0.00 0.036 0.046 �"� Z_
�J�g" I rr I 3�1Fl -,-Sir- 4-0 2'-8" 2'-4" 5 W-5" 7 4'-9" 2 4'-9" 5'-0" 3'-e" 0.226 0.340 0.284 35 1.379 0.033 0.049 0.053
SECTION - KK T2r 11 rr L 4r rr 1 SECTION A-A I �8/1 24" 4'-0" 2'-s" V-10" 5 3'-5" 7 4'_9" 2 4'_9" 5'-0" 3'-8" 0.226 0.340 0.w4 35 1.521 0.059 0.085 0.053 >
30" 4'-0" 3'-6" W-4" 5 4'-3" 9 4'-9" 2 4'-9" 5'.0" 4'-6" 0.278 0.417 0.315 43 1.916 0.092 0.127 0.053 v
SHEET 1 OF 2 R SECTION - RR SHEET 1 OF 2 SHEET 2 OF 2 TYPE - F TYPE G � SECTION A-A SHEET 2 OF 2 SHEET 1 OF 2 36" 4'-6" 4'-0" 3'-10" 5 4'-9" 10 5'-3" 2 5'-3" 5'-6" 5'-0" 0.340 0.510 0.352 51 2.390 0.132 0.178 0.059 SHEET 1 OF 2
840.03 HOOD ELEVATION 840.03 840.03 r 840.03 840.04 oe" s':o" s uI" 4'-4"
,�o" s s' is s;:e_ i s s^ -o" -o o:a�a7a o:ese o:a�oi a s:ise o:zap 0.917 o:D°s 840.04 C-
JOB NO: J-30017.0000
DATE: 02/17/23
DRAWN: NSS
DESIGNED: NSS
REVIEWED: JKS
APPROVED: JKS
SCALE: NTS
0

m 11g"CLR. p m p p R1 O
ro W " RAD. '-'>_ GENERAL NOTES: ~' '' 1 3'-
• H Q 2" WEEP HOLES Hps
N I•I z Q Q I•I z Y USE CLASS "B" CONCRETE THROUGHOUT. Q Q r"r Z l!r \\\\\ NO
xrn O z� xo O ^� ZH- x� a 1 " DEPRESSION � N ��� \\ � /i
o D 11 O 1 1--I O U D 11 O PROVIDE ALL DROP INLETS OVER 9'-6" IN DEPTH WITH STEPS 12" 1--I O U FFF'I W "k ' .• O" I�
F_O �O LL J O(5 r O m m O 1 ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. W J O 0 r O ^1 r r �� 1 LL J d O \ �\ .••'. ..•
[71z x� o a z mz x� a z 2 � 1 _� , 1'- rl � o .
D V V - Lu „ „ O O O x 1y D I OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR#4 BAR DOWELS AT O O x 1-. I H O O =
G)O m n-1 >a 2 - 3 X 4� THICK W Q Z LL G)O m n-1 X X 12" CENTERS AS DIRECTED BY THE ENGINEER. W Q Z LL= =0 A O m I 1u Z LIN-_ Q 0O 00
LL x m D y m d ROUND OR SQUARE Q Q x x m D D m USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. ()Q O - Z E-u=c Q: W O a
z x m y CUT WASHER ~U x O c7 - z x x c7 1 c � 1 tC O W o
Q I--1 O O - I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB Q F-1 W p ti >: I- P4 = U U z U L, C
G
N O ¢¢ cs
o x O m� H-x ZW Zx-DTI H-x Z zz`170�r1 H2 2'W =_-
• x Z -- -- ---- -- O Q T r - --- - C7 d z z
Z 1.4 r •-I r I AS SHOWN ON STD. N0. 840.00. W F-1 r 1b 41]f--• C U
CC
O �¢ 2 - HEX NUT COrn�LL ON J O O M.y _ fn H Iy ON J O •�� - O � - - Of. ,--, i h �
a C") D 12" 12n ak W n Z O 10-1 (") D -- CONSTRUCT WITH PIPE CROWNS MATCHING. O O C-I ■ Cm I CC d•'. W •.'\VQ"`�\
" 6 INSTALL 2"WEEPHOLES AS DIRECTED BY THE ENGINEER. Z j r F'> fin,••. •'••-�\F \\�
N1 r a N--1 r I INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A a H F-M , � I I'll,,V C�� \\\ LL]
oo O O DETAIL OF HANDLE I
Lu O O z POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. r W O a s IN p O ////////lllllllll\\\\``\\\
oo Z I CHAMFER ALL EXPOSED CORNERS 1". G
SECTION G -G H I
o I DRAWING NOT TO SCALE. ao�
,v2" #s BARs "x" ,I�" ,I�"CLR' PLAN
W Y _
1'"4j 1r. " Fes,
z O CLR. EQUALLY SPACED CLR. z O , \\ 11111111///// 0
PLAN OF FRAME
z Z F COUNTERSINK PART WHERE HANDLE IS LOCATED 1" H WITH GRATE & FRAME REMOVED O 1`-7 3" 1 •7 g" CAST IRON \\\ \\ /////, LL]
o O AND ALLOW HANDLE TO MOVE VERTICALLY. Q C c ��\
f110 BRICK COPING(INCIDENTAL) ir1 �\
m z uu
PLAN z TOP ELEVATION rTTPLAN f OF GRATING L= 0 ;o: P� m ��; U)
o O PRECAST OR CAST IN PLACE TOP SLAB O C•� O + 0
LL _ 0 'a _ LL ~ , G] 2'-311,' r4$T I r10 f3 LL_ �" C
m r V O r STD. 840.16 FRAME v N.I M-L C"i = Q : n Q !+ W
z O CO F 1" PIPE SLEEVE X 3" LONG. Z a WCO N?h &GRATE Z NNJZ W z r =U W U)M r G: Y
#4 BAR F-I o f Z O i O U �_-
a N M x #4 BARS "Y" HANDLE 1" PIPE SLEEVE Q O NN = m � 6" A g" g.r g g" _ Q� � �n �.�i� �rr �R �, �i O :P �
0
z PART SECTION � I a _ o
w Z THRU COVER SHOWING HANDLE G Q m Z = = O O C r R rr O W
c � c �� o � DIDv c v Iw VLL o � M � v
g OD O v _ #s BARS ,rX" _T Orr z H o_ v °° j 6' z N.I Q #a m a 1 M3" 2" u t G IL
/llllllllll\
L
a EQUALLY SPACED III" CLR. � z � � � - � J � O � �r 1 sx � �
SECTION V-V W - _ DOWEL �, W _ �w it •N I I r� err I �C _ F
rr N SECTION H-H F4 �+ w
m D Z - #4 BAR W O r m Z Z ro SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE - 18' m �, r Q I `�'- 'N I� I ' + � Q
C13M to
�_ G W m +7 SECTION X-X SECTION Y-Y zo ID �' _ J M �
H �+ 0 -n cs m m _ 1 r
O #4 BARS "Y" rr W W DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) W V Sri a 2 't
d 11�" CLR. ilk CLR. +� + u C+1 i\ +- r1 [v [V Lil W r
W EQUALLY SPACED r DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR CO -1 1� A m
a v #3 BARS "Xrr 6 V PIPE SPAN WIDTH MIN. HEIGHT CONIC. IN BOX ONE PIPE {y
m z BOTTOM WALL PER mmTffALO
O D A B H SLAB FT. HT. IN MINIM C.M. R.C.
1102
10 X f
Z DOWEL V 12" 3'-0' 2'-0" 2'-0" 0.222 0.222 0.592 0.015 0.026 � LL
15" 2'-3" 0.648 0.023 0.036
SECTION W-W 18" 2'-6" 0.703 0.033 0.649 SECTION E-E SECTION F-F
IN
SHEET 2 OF 2 SHEET 2 OF 2 SHEET 1 OF 1 30" 3'-O" 0.814 0.058 0.085 SHEET 1 OF 1
30" 3'-0" 2'-0" 9'-6" 0.222 0.222 0.925 0.092 0.127 EE1 i OF 7 SHEET OF 1
840.04 840.04 840.14 840.14 840, E 840.16
� v
0
hvl Y 1� .0.,- 13'- e=r�' 3 -O" 0 E O W
i� £ 7ETA=L OF #[ill / A�F 3Li 6„ q OPTIONAL MANHOLE r�}
_ D°fIf FAL NOTES: .4 $P20T NOT(3- - SET= -OF E.LEMATIpY� r I H 8„ H
T.
)SE CLAIM 'B" 001WAI� -NFCIHWT. z p p Sn- spa_17 SWEET 1 \ 1 I �" - E
A w_1110=� rsRO\'!DE ALL dL4TED DRIP 1hLEFS DYER S'-3' ]k D'PTN WIFH STF iE" C1 U "r O L 1 Z~ GENERAL NOTES; Z~2 Cl)
-n JO it:_0 C \ L+ g 2 JCr
Nrm- F-- -- - - ?N CENTER, U6_ STEPS 1HI1CH DOIIPLY MFTN STD, GIYWCFIC &HF.86_ =Z _ !� ;1 J C - Y 6" �` CHAMFER ALL EXPOSED CORNERS 1". ly p N Z
3P-IChI+ COh5Ti11CT ICJ - rCNOLL�iIG SOUP, �` KE!YAU1Y� OR iM1 EAR DMIELS A'. FCW 1'�" F}}IC11 3E' LIL.ET 1 FZ Z O
O a -4 j O O Cr = 1 USE CLASS "B" CONCRETE THROUGHOUT, O q t� U)
U7 CS I 12' CENTERS AS DIRECTED RY TIE ENGINEEF.. W Q UL O W C ii - x _ _ )( L OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR W cc LL » >
R4 9AN S 2�]r11 ! _ - 2 _ �Z
''s'm m I 1 I III Lfa �cRN3 FOp riR CCN SrRUCTIQIV OF 111E IWITOW SLAB. c x a[D - Z N -c• �r O= - - Q CD
Q <'V -4 C3 R _ I-i ���_ 0 M4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. �U pC Q(j w
2=Woo I 1 I K - IF P,EINFORCED :IICRETE PIPE IS SET IN EOTTOR :LA3 OF BOK, ACD FO SLOB 1... ~ "` xdCJ O 4 F- IH --- ,( ?ti - a m i., '/ 'I" Q H
F{ r"0 0" I 4S 81-M ON ST3, NO. 340.06. C/7 I-- O O 1 +b O W r k r - m a o M 71' USE FORTES TO CONSTRUCT THE BOTTOM SLAB. cF-mn O W
2 '� v0N$TF1UlOr w7TH PIPE CROVNS LYtiCN1N6. UL d Q - �r�_ J ¢W H 4 i;'- I r ,< FF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, Q��r,¢
" INNINNINNINNINNINNININN� Z r+ t y Ari"17INVAILML
4' OQ 1hCC - - i Y - - w ■ ADO TO 90.5E AS SHOWN ON STANDARD N0. 840.1H1. O N w
USE STANOAFD FIANE8 AN CRATES NdK1.22 ISHOft , 863.2s(!}101FI1), } '� M'4 $AR M i }rn y - ■ Z "
I1 I a4G.2a irDT sH3Wni oa N40.2B 1NOT s{anr}. > PROVIDE ALL JUNCTION BOXES OVER 3'-8" 1N DEPTH WITH STEPS F 7
f-M yr-7. 1 (.+•�, CO f PEFGMISSI3-E C0N8TFUCTION JO:W- d W I----l- 12" ON CENTERS TN ACCORDAXCE WITH STD. ND. 040.66. n.U7 1 -7' { Lyl C] FFFCR Ly p
= 6" SEE gTaNRAPO Pr rYrIN3 840.E6 FY]p ATTAC pMEMT 0= FUaaME3 AND ARR7E8. ` DOWEL'C" [7 TCHAMFER RL1- ES,F�=O [S2IVERU; i". Zp01AEL D1,E1g 0R gs3 PANT S^I'TION U- + O 5.. M 3� 3" ADJUST THE STEEL. CONCRETE AND BRICK MASONRY QUANTITIES r O
�L /•� �+ DOWEL-� TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
DOWEL-A DRAW3NL4 NOT To $GALE. PART SECTION V-Y Y SEE STANDARD 840,54 Ii SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
FOR 42' INLET PLAN FOR MANHOLE COVER & FRAME N4 BARS "A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MVO, DEPTH OF Tice sTau,,TBRE F48N 'rap OF 807Tom fLA3 -0 T0� F1rve%7[ON {•'# �� OPTIONAL SPACES 6
O A IS 12 FEET, O SINGLE FRAME 8 GRATE C. TO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
1 -7• 1 6' TO ADJUST FRAME &
CONCRETE AF'Rd4 " - BRICK MAY BE USED ELEVATION I3 12 FEET.
Y Lu 6" COVER TO SURFACE
mPLAN m OOUDIF FRA€ K GRA-ES d ELEVATION MAX. 1'
SF4 BAR cc
Fn fT TOP ELEVATION TOF ELEVAT7MTI �DITGi Q j� m h u 4 BAC C � � p X Z
FLOW LINE 1 7,. 1i4„ a, LL m W
as" MIN- ALL 11I7Es �OITM1 GRADE i 5� SEE DErAiL 4AP�ex, CD W � � T,,an u 1I7 ��o � � 00 0 �y ro 3 c � � - �
.� `\ I 1 J ll] 1 C CON�A t= DOWEL-U ', - OUTLET PIPE
Z IL IV C r C � 1F z W E OR F 1],r„ i--I ,Z 0 Lu
= 1 " MIN, NCRETE APROhI M..M Z I Z Z W I c Z O W
- C!s /3EAL� 3: e..L pry F z NCI 1 g„ � ¢ O z Iy
e- EL Q 1••1 INI I r PIPE
m r F 9 - QMwFrlrr T• BE ADDI1s r1N1 RACK >?' INCrEllEEFT 3I4LET OPENIr6 C_ _ -- SECTION N ¢ a
= Q U3' ` B" N ' 'f BARSC•L, °B'' ', 1" d 06 2 3 > AMTTECNAL INLETS !'-'.)" ; O" 6' 0' It, 7" 4'-} 12'-O' C 8 DOWEL p _
- { BAR& 3,. ipLO
T . eavcR�E � z 1 -r' C-C O R D-D v - O
a In CmI:mt=TE_ cu. ►rF- D,Tt:1 0-4", a.43di C.P97 1.14 1.]30 O C'U J O Lo
c a m e Qrs. . ,Fr> 'n � Iti p �► c SECTION X-X O Z ¢ Cc (n z �
.� C T r r S J O D �L-L L �� �OIICAETE APF I O]N['iieTE APRih U71. 1F]3. O 071 0 '48 ].2PF C.2BIB [.37L} O 4�e r` ¢ Z
N O O 4, MIN M O TS f � It f1 O p c � DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES p � � � O O
U:] = f p' F. _ p Liar. R]NIEMMFECMS AMi 11NAA111� WIN CNNQNZE GMT3.) Rf•F INLET(GULD N A3F. MEITi1T, N' Z DIMENSIONS OF BOX AND PIPE REINFORCEMENT TOP SLAB
1Ih CUBIC YARDS TOTAL QUAN7I T]ES DEL311CTI01LS FOR ONE N U
d' N ¢ 6•' PIPE SPAN WIDTH HEIGHT BARS "A'• DIMENSIONS IN 1TOX BOX AUD SLABS PIPE CU.YOS. F_ W 0- F
�• CONC. Fi Q]IQGI0N5 QF 6c} Aw47 LPE _INFORC]FG $TEE_ - IUD. " IJ ru YccE 0CFE. I!1 sox [ DL1C7i va 1- Lu p O O
AMCHCR $" J �'^ z M + PIP= 3rAtl +rD 1 F(F cr - % 6- C/] _ D pG 0
Z I-I / I { I I I RA12 1](P, MA? / , {� _ �, SFtiW a'W MELfl1+T RAMS E 3A11s F EWUS 3 94�5 H TOTAL aOTTa H N PEF §� � 1 PIPE ExP. JOINT D A B H N0. LENGTH E F TOP 1307TOM 1 LBS. CU. YDS. C.S. R.C. fJJ = N C�I� C^ }
"� Z a I L I Cc = r ITT r Z � d It _ � H NO, LE119T11 N3_ LENG7h Im , LEY3FN /87. -Ema m LSE. slAe T SLAB SLAB FF,OF,'. REFNF MIN. "H' � �- � � W }
m tir^STEP STD- f - _ - - TOTAL /T rrr C.S. A.C. cr CC r ¢ H r
4" C1NC. I-i G7 _ U rti •
1 j ` 840.55 WALL _ 12" $'-8" 2' G" 3' 4' `'0" $'-S' - - - - - - j -- - 0.30Z 0,U2M3 0,24T 0.395 1rC93 mit U.024 1- +:{" g» T2" 2'-0' 2'-D• 2`-3" 12 2'-9" 3'-0" 3'-0" 0.187 0.167 Q.1R5 22 0.750 0.015 0.024 3 z O -C
I U -1` 3. j5" 2_0„ W, 14 2r,0" 4',D" - 1 _ v p Q
0,352 0,9ZE! 0.2471 0.39S 1.748 0.0:3 0.036 +5" 2'-3- 2'-3" 2'-6" 12 3'•0" 3'-3" 3'•3` 0.196 Q.T96 0.204 24 6.902 6.023 0.036 ¢ Q (�
{J.] - 'E' 9'•0` 4' 3' - -^ ' - - - - - - 0.$S2 '.t-EO 3.P471 1.807 0.033 0.04E 6„ Q'. '� = iB" 2'-$" 2'-g" 2'-9" 14 3'•3" 3'-B" 3'•6" 0.227 0.227 0.222 3O 1.065 0.033 D.049 0 �•,3 T 0
3' R ■* flu � 2a" 2'-17° 4,-S, B IN&. 6 41•0' - - - 27 0.444 1.39 0.276 2 201 0.0a0•D.OE5 24" W-O" 3'_q" 3'-3„ 16 3,-9" 4'_O" 4'-0" 0.298 0.298 0.259 40 1.434 0.059 0.065 i (� pQ N
m GEE NOTES m y SECTION V-Y DETAIL ' 3'-a' $'•E" ev-a" b 2--C" 7 4'-0' -� - - - o.6D2 1.444s 3.2811 2.641 0,0B2 O.T27 fr. 30" 3'•6" 3'-8" 3'-9" 18 4'•3" 4'-6" 4'-8" 0.375 0.375 0.296 51 1.660 0'17 .092 0.127 L T D N
SECTION X-]i (APRD4 SVPPGR7 hOTC31} _ " 4'•0" 4'•0" H''Y" B a fi" 8 1' T1" 4 0 9" h' '1' 47 C.L10D 1.931 C.32'I 2.0-10 D.132 0.176 6„ 36" 4,•0" 4'-0" 4'-3„ 20 4'-9" 5'-0" 5'•0" 0.483 0.463 0.333 84 2.341 0.132 0.178 r y w U E
D1TCH (RAIF 4"J' � 42" 4'-1 D" V-10" IQ'•$" 10 3'-1" 9 6' 7" 1'-5" 8 S'-7" 47 D,7'O4 2 Sm 0 370 a.e77 D.180 0.243 QSEE NOTE aj L29ELL 42" 4'.g" 4'_g•' q'_g'• p2 g'.g•' 5'_6" 5'-g" 0,580 0.560 0.370 77 2.878 0.180 0.243 1m:C � z 0
--.. - 4B" UY•4• 11'•4" 6r-e* 11 9'-7" ,o V.1' 1 -11" 4 6'-1' 87 0.U23 3,012 ].407 4.S15 0.26E C.317 �,.� 48" Sr•4" 5'-4" 5'-3" 26 6,•3" 6'-4" 6'"4" 0.743 0.743 0.407 111 3.623 0.235 0.317 O
- 54" 4.0r +!' 0' 7-$" 12 4'-i" 11 d' 7" 2' S" d 6'-7' iDG' O,Qb1 x,58$ 1.{{{ b-07Q 0.297 0.401 SECTION Y-Y 54" 5'•10" &'-f0" W-9" 28 6'•7" 6'-10" 8'-t0" 0.885 0.865 0.444 120 4,263 0.287 0.401
j 1, 5'3' 4'•N" 6'•iI' T'•$' 13 4'-G" 12 i'_3" 3' $ 7'•$" 135 ',3T1 4,besp R.4g4 6,1TD 4.367 3.41) _ 60" 6'•8" 8'-8" 6%3" 30 7'•3„ 7,_6„ V• 6" 1.042 1.042 0.481 145 5.090 0.367 0.495 SHEET 1 OF 1 0
MEET I DF 2 i I}-�GRATLG L:,I. SHEET - OF 2 SHEL'i 2 C-F 2 ss r r r 9i=:T 2 OF 2
� 7'•2" i •7" e'•a' I{ S'-4" id 1-10' ,'&"-T" 7 7'•10" i6B 1,18+3 5.p41 3,SS' 4.901 4.adA 3.69Y - 86" 7'•1" 7'-1" 6'-9"' 32 7'•10" 8'-1" 6'-1" 7.210 1.210 0.51H t89 5.917 0.44a 0.589
840. 17 840.17 840. 17 72" 3,-a• 2'-0" 7'-a' 7'•a° e' B" 15 a'-, r 18 8'-61' 4 V-3" a j W-s 199 1.4CD j,aaC D.5$0 C.� 7.i°EB 0.32E D.713 840 . 171. 840.3"1 �
--
8,r L, 6. G,r W. Brr Z GENERAL NOTES: z v 2r_0„ D w T AS z U
aCJ] OpENTNG SHALL 6E L' OR 'W' + 1'-0" QCoo G-0 GENERAL NOTES 1 00
~ * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LOCATED AS REQUIRED ti} f 1 USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL H}
z 1 CLR. TYP. - ¢ STANDARDS: 840.01 , B40.02, 840.04 840.05 840.13 Q Q �' Z CONCENTRIC Q¢
H #4 KEBABS h #4 RERAR$ = Q F- IAMETER WALL TOP/BOTTOM AREA OF STEEL Q
#4 REARS v Z x C] ¢ „ m a, =L] D coO O O FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS CONE SECTION o z CCC x O
LL O r01 - 840.14, 840.15, 840.17, 840.18, 840.19, 840.26, U S CENTERS O m r01 _ r-O m O ACCORDANCE WITH AASHTO M199. (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. LL J O(DMINE
r , r r p p a=z 540.27, 840.28, 840.31, 840.32 AND 840.41 . LL z m z m o_ z
LI] n O CI]= H -I D ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" (IN.) (IN.) (SQ. IN.) O O O x
x Z - * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY CC z - G) x --1 FROM THE TOP TO THE BOTTOM OF THE MANHOLE. Z -
w 0 I w o THE PATTERN OF THE a wQ¢31x - 95 BARS 1JQ¢� x xoDnm WQ Wx
I Lu -' I m -' ° vac Q GIs FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. ' @OPENING ~v aC Q 0 - "il z m 4 a 6 0.12
KNOCK-OUT �, '''' '- Q I Q WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT cc C'3
H I H c>a v ;a- H z~z W * D0 NOT PLACE PRECAST DRAINAGE STRUCTURES I STEPS 1 t � z W Z x O THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM 5 5 8 0.15 H x~Z 1 j
.• t Srr 13 t PANELS ARE: SHOWN �. '.•�_ - _ - ,-v CO W p J I SECTION C-Cr try W p J O OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. 6 6 8 0.18 Cl)~LL O J
1 ¢ 1 ¢ FOR ILLUSTRATIVE o, ::P• v- o ¢ UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. p ¢ n aD oc
7 d I 7 d C Ui, "'. P, O o[ r #5 BARS Q U]aC x Z LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF O O CA Q
2 PURPOSES ONLY. ❑ .' P ❑ Z I� " USE 4000 PSI CONCRETE. Cr @OPENING C z I-+ D x ♦ , J_
,r - •v.- I D BOTTOM SLAB. Z > V
3 #5 DEBARS 12" J - 3 I #5 DEBARS I a °' Q 'b' '°'°' a .o °'.�,'.o ° d r> PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR ,. r�r -DG H Is
I I : [] p O THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE OLCENTERS [TYP. 2"CENTERS a,' a'.a p p °'o .o Z THINNEST PORTION OF THE TOP/BOTTOM SLAB. 2'-0" r LL1- - - - - - - ❑ , • , - 6. • ,4•. ❑ . Q 1 �• ;:� .o- .-d`- p • ALTERNATE CONE SECTION p
o a.' WAFFLE WALL - - - - - - - --- GRADE RING
a LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WA 4 a q e * J
a' ° d; 8" IhIN.: TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS
a-' '• .n .a••- . .•- .4 .:,3 . . , •• o MIN. AREA OF STEELuj
_ P 0 ::v 4 =; c :;v 5TRUCTURE TO 10'-0' . LIMIT SOLID WALL STRUCTURE u-" _ A DISTINGUISHABLE TOP AND BOTTOM. 2
SECTION `A-A, SECTION 'B-Br a a'' ..o o o' ;off_ e.,a. Is o.07 in.
gv• ECCENTRIC CONE o, 4. ❑ .� ❑ . :v•: ° ° TO 15'-0". n D' + 2 'W' W
_J Lr + 1 r-Orr _ �] a o' * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 6"' L 6" 4 p,,a m 6" MAX. SPACING ~ 1. 1
r C7 a B; O " ADDITIONAL W
OSHA STANDARD 1926.704. ff,•n. ve. 7 MIN. #4 REBAR o. OF CIRCUM. R/F
B W PLAN TOP SLAB ' ' W > CLR. LOCATE WALL REINFORCEMENT Z /�►
* CUT OR FORM OPENINGS FOR PIPE TO PROVIDE a' ° = y IN MIDDLE THIRD OF WALL v
MIN. a'- . '. .o .' �: b ;..o Q'.::o
A - A a� CLR.{TYP} � � O REQUIRED .SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES � a•'° a- � O m °• ':o. •° •v. °• � N o- � Q
a #4 R BARS C 1" MIN. C 4 IH SO THAT PIPES ENTER THROUGH THE o IH z 1" MIN, O U J
LL t..� LL (� J Cr7 T, USE MIN. AREA OF STEEL IN TOP LL z Z
CLR.(TYP} r; WAFFLE WALL ISOMETRIC VIEW = KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH CORNER CUT DETAIL HI CLR. SLAB OF #4'S @ B" CTS. STEP STD. O ~ _ J
0 4x4 W4XVV4 Z J THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF $" OF C7 Q Z M M EACHWAY/EACH FACE *. NO. 840.66 �'
�r F W N x FLAT TOP SLAB W
WWF (LAP #5 DEBARS @ 12" }'" H � WALL I5 PROVIDED ABOVE THE HOLE. a; (SOLID-WALL BOX_] � N � i O O � (CIRCUMFERENTIAL � Z H � Z
z r WWF 6" ON- CENTERS (HDRIZ. d N W * ALL ELEMENTS PRECAST TO MEET ASTM C913. L' OR 'W' d r Un FRAME AND GRATES BID. NO. REINFORCEMENT) Q D
a TO REBARS} & VERT.) Ir 6„ s„ Ir G R1 x Q a
TRAFFIC BEARING 840.37 p O
01 (USE WITH O W W * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE O Lil z x z ADDITIONAL #4 EACH LONGITUDINAL d v U
' `' 4' X 4' & LARGER o L'3 LL OR BRICK IN ACCORDANCE WITH STANDARD 840.25. #4 REBARS p Q p SIDE OF OPENING (1" NONTRAFFIC BEARING: 840.22 ADDITIONAL #4 EACH REINFORCEMENT (MIN. a Ind W
b o•'• DRAINAGE STRUCTURES - [ Q ¢ ❑' 6" CENTERS C 840.24 SIDE OF OPENING (1" z It U z
B ip PROVIDE PRECAST STRUCTURES OVER 4'-D" IN DEPTH WITH 1 CLR r r. rx Q. U) D CLEAR OF BOTTOM FACE RISER AS = 0.12 IN. /FT.) OC n J
6" L L' 6" D TYPICAL) _;� d co
Q 2 W d PLACE BARS DIAGONAL 840.20 CLEAR OF BOTTOM FACE)
z r..� a STEPS AS DIRECTED BY THE ENGINEER. #4 KEBABS o Q
•r`. a H d �_ d TO CORNERS TYP. Bao.2eCI
a• Z 1" '� 6" CENTERS o Z H d 1 ( ) 840.33 Z d O
WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW ¢ Q ¢ WELDED WIRE. FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG ctR q 4 z v lWI 1WIQ = z -
$" L' fi,r 6r, Wr 6r• p.''C 'P:::❑. Q a .p P 1.-_ CII O O * AS THE SAME AREA OF STEEL IS PROVIDED. Cn a J H z > d J _
o a .P.., ,'.v a •', M SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER d d i FRAME & GRATE
PRECAST RISER PLAN PRECAST RISER DETAIL >- c m 0 1-+ , SEE STD. $40.54 x = cV
❑, o' '''n"' o ❑ .�:; ❑ :o ❑ _. ¢ IH O BASE CONFORMING TO FEDERAL SPECIFICATION SS-5-21A, H W Z ______ -' FOR MANHOLE d Q
rr �' 'F-' '9,' •4.' '4•- '4.- fi] ------ BASE 1--1 Z
1 MIN. CLR. :'r C] y co AASHTO M-19$ TYPE B - BUTYL RUBBER, C3 N Z lr__u-_ 11 ) �„ RING AND COVER N J Q W
1" MIN. CLR. a e '❑ o ❑ v ❑
4x4 W4xW4 a •b-• _ Q-• n ;a'• d Q LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR '' a• �':s90 d Q" C9 -n Ir -11 ��L �� 1P �� Z '^_ p '.c• .n•. O I-_-__-_-1 / it LL. J
w p v ( - p-. D •O. 6 •v. 8 •v: O Q' V V .� i Tv W
4x4 W4xW4 0 ❑". a'_ a ❑'. o". DIMENSIONS OF 5'-0" X 5r-0". v r•''o::°' v,:rp6,:-? � O 1 I
WWF LAP = ¢ 7D I__
WWF 6" ON- o' a v•,. a o v c ❑ W :4:.° ❑:v. o: H Ir--II--,1 V rty i i REINFORCED CONC. t^
J , t^
d' WWF LAP WWF ¢ ti'•.. .. @ . .. '.p .'. . .. ':p•. .. * -_-_--- V. �� 7 i p, . .o p• o .o .p•'o .o�'.p•'° .o. FTC. (SEE STD.
{ m TO DEBARS) H :n' 0 v' .❑ o' •4 •.v' o d THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING lr - 11--,II . -- _�1525.01 IF N
6' ONTO KEBABS) n H c n o-.' ' 'n". a ' ' 'a' a•' ' ' ❑"'° REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE L=___=1 _ USE MIN. AREA OF STEEL REQUIRED) Q W
6 6' IN BASE SLAB OF
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#5 DEBARS 12" v' ° ° USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS. FOOT EACH WAY m t , >
CENTERS (TYP.) �12"
TYPICAL CENTERS
° 9 'A' ' 'v' REINFORCE OPENING A5 SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW - - IL U Q
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SHEET 1 OF 2 SHEET 2 OF 2 N40.52
ET 1 OF 1 SHEET 1 OF 1 Ll�
SECTION `C-C' SEGTION `D-D' SOLID WALL ISOMETRIC VIEW 840. 45 OPTIONAL JOINT DETAILS 840.45 GRATED INLET OPTION MANHOLE OPTION 840.52
JOB NO: J-30017.0000
DATE: 02/17/23
DRAWN: NSS
DESIGNED: NSS
REVIEWED: JKS
APPROVED: JKS
SCALE: NTS

m SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED. -v INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL. PAVEMENT 111111111111/////
< STATE USE OF SYSTEM ON COVER Q < STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED H¢ „ SURFACE H< \��I ///
RAD, g" g �4` RAD- 2" R PAVEMENT 1 + Q¢ �N N 4i
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F ELEVATION - N ❑ 4.1 8" 2'-4" MIN. 1/ " RADIUS 1 + in 1`-0" 1'-O" ��� � �/'��i� D
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z = ~ r 147 2'r _ co L II-� � = U :u) w N rl -' z:
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r = H V D = CAST IRON z EXPRESSWAY GUTTER SHOULDER BERM GUTTER „ �, L Z •• o O
m 2' 11/4" Q p m ELEVATION ELEVATION Q W� 8 X B MEDIAN CURB VALLEY GUTTER ¢ Ly, 1--, ���� o c "
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Z 1" �/ \��TYPE #1 II C o +� 1�rr m GALV'D. z IN
JOOINTEWIOTH JOINT z Cc
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R SAWN
A 15 SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
D 3% In D (n W SEALER cr] V w
W SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED JOINT EALER W
'-' �4 rr = J m '-' _ WITHOUT THE USE ❑F TEMPLATES AT 10' INTERVALS, 1/8" RAD. GUTTER } © a
n !7 ' � 1 / CO co G) co Z -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. Q. 1/g+' RAD• PAVEMENT SURFACE C�
H O n \ 1 10�'8 J = —1 PLAN POLYPROPYLENE J 1-1 -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE ❑ d
// \ALTERNATE z Z M SIDE PLASTIC SIDE d
fT1 x _ SECTION B-B a - ELEVATION z a TEMPLATES OR FORMED BY OTHER APPROVED METHODS. :v•' ;v• :a., ❑ o - o V r
— W x yb' I~ PLAN ELEVATION W CONSTRUCT NON-TEMPLATE FORMED JOINTS A MIN. OF 1 +' DEEP. ?' ' •v. .a' - p : r x m
N COMPOSITE b . n .' . .. '.n a a. d.
4 " 2'-01/2" MINIMUM WEIGHTS - LBS. -FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"x6" MEDIAN CURB, a' v•' ° �' d °'.'p. v'. v g• v °='
2+_g1j" \� FRAME - 180 WITH JOINT FILLER AND SEALER. PROPOSE❑
COVER - 120 REINFORCING STEEL -SPACE EXPANSION JOINTS AT 80' INTERVALS AND ADJACENT TO CURB & GUTTER PROP. 1�r, ll
1/ It � ALL RIGID OBJECTS. JOINT JOINT FILLER
SECTION A-A I TOTAL 300 12' PAVEMENT
1 � TRANSVERSE EXPANSION JOINT
\ / SPECIFICATION ELEVATION NOTE: LONGITUDINAL JOINT IN CURB AND GUTTER
#3 DEFORMED 12" _ DO NOT USE IN
SHEET 1 OF 1 _ CLASS 30 IRON MEETING STEEL ROD SANITARY SEWER MANHOLES. SECTION VIEW OF .JOINTS SHEET 1 OF 3
\ / ASTM A-48 SHEET 1 OF 1 SHEET 1 OF 1 ELEVATION SHEET 1 OF 1
840.54 TYPE #2 840.54 840.66 SECTION A-A 840.66 846.01
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NOTES: NOTES:
1 . ALL CONCRETE SHALL BE 3,000 PSI. 1 . ALL CONCRETE SHALL BE 3,000 PSI. O Q -0
2. PROVIDE CONTROL JOINTS EVERY TEN FEET (10 ). �_ 0 c
2. PROVIDE CONTROL JOINTS EVERY TEN FEET (10'). _ L
3. PROVIDE EXPANSION JOINTS EVERY FIFTY FEET 6 � V)
3. PROVIDE EXPANSION JOINTS EVERY FIFTY FEET (50) _ D N 0
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5. PROVIDE LIGHT BROOM FINISH.
OCT. 2008 2'-6" STANDARD CURB a GUTTER OCT. 2008 18" STANDARD CURB & GUTTER - 3
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THOMAS &HUTTON NOT TO SCALE THOMAS &HUTTON NOT TO SCALE
ENGINEERING CO. ENGINEERING CO.
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JOB NO: J-30017.0000
DATE: 02/17/23
DRAWN: NSS
DESIGNED: NSS
REVIEWED: JKS
APPROVED: JKS
SCALE: NTS