20140740 Ver 1_Site Plan_20140718

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PRELIMINARY NOT
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NC -0891
License License F`
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GENERAL NOTESt
ER SI NTR L TES:
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4.
ALL CONSTRUCTION SHALL 3E Ii 4CCORpAVCE WiTF. CI TY Q. F RALEIGH S TORMWATER DESIGN MANUAL, PUBLI C
.1.;
CITY OF RALEIGH STANDARD
A.LL ERQSICN CON T R.O. MASURES SHALL _BE . CONSTRICTED IN A_. CC.O.:.R . DANCE WITH TH E ... .__. . . ..
-., AND RD iETAILS: U LESS OTHERWISE NOTED.
UTILITY HANDBOOK, AND CITY OF RALECGM ST A I
, IDELINES;.
DETAILS AND THE �� DOT CU
TREE REMOVAL
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< E XTENT WITH THE LATEST O SHA STANDARDS FOR EXCAVA TIO N
CO NTRACTOR SHALL COMPLY. TO THE FlLLEST
EASEMENT,
CONSERVATION
AL � AC T. IVI TIES US AKE: -PLAC_E . WITH THE LIMITS O_ F!THE _ ,
L CNSTRUCTt�
_ _
AND TRENCHING PROCEDURES. CONTRAOR USE SUPPQR_ T SYSTEMS, S LOP I NG BENCHIN G ETC. AS NECESSARY
I G _ EM NTS OR TEMPORARY CONSTRUCTION EASEMENTS OILY. ACTI U IES O_ SI E _ OF THE
E NSRESS %ERESS E �
-
FOR THESE OPER ATIC_ NS AND. SHALL COMPLY WITH A LL DS H PERFORMANCE CRITERIA. RIA.
#2
S T TLY PR H_(_ BITE, DSPFCIFICAREAS ARF R C . _
_
3.::
FOR CO N TAC TING NORT� CARD LIN A ONE CA L I CENTER AT 1
CONTRACTOR _ IS RESPO_ _ - C 3 4 949 FROM
CVTRACTOR,(S R EAND ORDERLY CONDITION
O LSPONSIBLE FOR MAINTAfNING THE CONSTRUCTION N SITE IN A SAFNSILE
,
ANY WHERE IN _ THE CONTIN_ ENTAL UNITED. STATE_ S , OR 811 FROM WITHIN TH E STATE F NORTH AROLINA.
AND ADHERING THE EROSION CONTROL:PLANAS SET FORTH DEVIATION FROM E ERAS ION CON _ T R L _
,.
_
CONT_ RACTOR SHALL WAIT 48 HOURS WHILE _ _ U TILlTIES LOCATE AN D' MARK THEIR UNDERGROUND FACILITIES.
-_
P LAN IS NOT kLQ9ED WITHOUT PRIOR WRITTEN AP PROVAL FROM THE DESIGNER.
E THAN 10, WORKING DAYS BEFORE COMMENCING
NOTIFICATION SHOULD BE NO LESS THAN 2 BUT NO fVi(�R T _ _
,
PROPOSED 48" RCP STORM DRAIN PIPE
wo
H ARKINGS ARE VALID FOR 15 WORKING DAYS FROM THE DATE OF THE CALL TO THE
EXCAVATION. THE M ,
L' EROSION CONTROL
F RE ULAR INSPECTION AND MAINTENANCE ALL E O
CONTRACTOR- RIE.SPONSI -BLE OR G
SILT FENCE
NO`I"IFICATION CENTER. _
VJI G ANY MEASURABLE STORM EVEN
MEASURES. ALL EASURES SHALL BE INSPECTED MMEDIATELY FOLLO N
M
MAINTENANCE AN C) R A# RS REQUIRED SHALL OC CUR AS SOONAS F E SIRLE. ADDITIONALLY. CON TRACTOR I S
P
4.
CON TRACTOR SHALL LL NECESSARY SU BSU �FAC E' TIL #TY #NVE STIG AT{ N S PRI R T O CLMM NC I NG
RESPONSIBLE FOR THE PRO�ER:MAINTENANCE OF �P DES FORMS AND OBTAINING DESIGNER ERT IFf CA T 1 N _ _ F THE
CONSTRUCTION' ENTRANCE
VERIFICATION OF EXISTING CONDITIO
LL BE RESPONSIBLE FOR FIELD N
CONSTRUCTION, THE:CONTFtACTCDR SHALL ,
COIy
- B KEPT
LE -SITE TIMES AND ARE TO E K
'WEEKLY BASIS: NPDES -FORMS SHALL BE AVAIIAR ON #T ALL. f _.
NPDES FC7RM5[ON � _ ,
Y AFFECT PROPOSED WORK,
OBSTRUCTION AND UTILITIES WHICH MAY O
,_ _
I TION BOX.
IN THE S TE fNSPE�.
5;
CONTRACTOR SHALL BE RESPONSIBLE FOR MAfNT AINICG CONTINUITY # TY OF A LL UTILITIES DURING CONSTRUCTION.
.
, AND FOR TAKING EVENTAT { E CTION'
CONTRACTOR (S RESPONSIBLE FOR MONITORING NG UEATHER CONDITIONS, 5
,., T
_ � REC STED F.ORSEEABLE STORM EVEN... S.
AS NECESSARY TO .,TAI3ILIZE THE CONSTRUCTION SITE PRIOR TO FCJ A / .._
z
6.
..r
<, D NG SAFE It . AND EGRESS FROM SITE FOR AL VEHICLES,
CONTRACTOR 1 RESPONSIBLE FOR PROVi l J CRESS A L E S,
INLET PROTECTION
INCLUDING BU T NOT'LIMITED TO, ' TR AF FI C O N ADJACENT PUBLIC R_ OADS AFF ECTED BY CONSTRUCTION TRAFFIC.
6.
TERMINE0 DURING'CONSTRUCTION THAT SIGNIFICANT SEDIMEN T I S L EAVING THE SITE SPITE PR O E R
IF IT !S RE
DRAWN BY: HEC CHECKED BY DH
, NAE OF TE IMPLEMENTATIQNAND /AINTE ,,.EROSION CONTROL MEASURES, THE CONTRACTOR IS OBLIG AT D TO
_
CONTRACTOR SHALL COMPL Y TO THE F U L LE S _ T EXTENT WITH REGULATIONS GOVERNING THE DEMOLITION,,
WITH ANY ADD 1T I
N4L K E A DDiTlONAL �ORRECTIVE ACTION CO NTA C T THE C #TY OF RALEIGH AND THE ENGINE
TA _ ' ER
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REMQV AL T AU. SPQRTATION A _ N'Q D IS_ P Q. SA L O F A_ LL DEMOLITION
MEASURES.
8.
NT- F ALL EXISTING APPURTENANCES FOR DOCUME NG CONDITIONS O A G A URTENAN
CONTRACTOR SHALL BE RESPONSIBLE.:.,..
:,
�.
..
� ON aiST RBED AREAS WITHIRI 14 CALENDAR DAYS AFTER.
CONTRACTOR,SH>A,.�L ESTABLISH GROUND COVER _ U
AN E I S RESULT OF
DRIv WAYS ETC, THAT ,.�iAY REQUIRE REMOVAL D R SETT NG A A 5
(FENCING,, DECKING, PAVERS,, E _ ) _
!
COMPLETION OF A,.CUY PHASE OF GRADING:
THIS PROJECT;
`
B.
CONTRACTOR TO t�'ERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING INSTALLATION'
9.
_ 5 FENCING DRIVEWAYS, ETC.)
LE FOR ANY DAMAGE TO APPURTENANCE �tA T
CONTRACTOR SHALL $E RESPONSIBLE (FENCING, , �
- G
.. XL
LL TO HAVE EXISTING
ACTOR TO CALL .1-800-632-4949 800 632 4949 FOR NC ONE CALL"
OF EROSION C+�NT}�flL iVIf�ASURES. CONTRACTOR
O
DURING REMOVAL, STOCKPILING AND, RESETTING OFIf =SE APPt1RTENANCES, CONTRACTOR SHALL BE
UTILITIES LOCATED,
RESPONSIBLE FOR REPLACING ANY DAMAGED APPURTENANCES.
20F
9.
INSTALL GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SILT AND TREE PROTECTION FENCING AS SHOWN ON THE
10.
- - PORT SYSTEM FOR 73 BEAVE WOOD
RESPONSIBLE FOR ,FOUNDATION SUP.. Q 13 R
CONTRACTOR SHALL BE RESPOt�
CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
APPROVED PLAN..:.:. _
AVATION AND REMOVAL /REPLACEMENT OF 48 PIPE.
DRIVE PRIOR 30 ANY AN ALL ACTIVITIES RELATED TO _XC /
'
COI T A- CTOR TO REFER TO CORTRACT QOCUM ENTS REGARDING SPECIFICA TIONS FOR FOUNDATION SUPPORT
10.
REMOVE OVE TEMPOR,� � RY SEDIMENT AND EROSION CONTROL MEASURES. ONCE SITE FULLY Y STABLE. CO N T CTTHE _
SYSTEM. :
"
OF RALEIGH .#D THE ENGINEER' >FOR -SITE WALK THROUGH PRIOR TO REiViOU#NC ANY TEMPORARY SEDIMENT
CITY �a
AND EROSION CONTROL DEVICES.
11.
' F SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING SERVICES
CONTRACTOR TO REFER TO REPORT.Q :
< r, S LLP DATED MARCH 13 +6014 FOR
- BEAVERWOOD DRIVE STORM DRAIN FAILURE PREPARED BY GS CAROLINAS, ,
SUBSURFACE INFORMATION RELATED TO THIS PROJECT. THIS REPORT IS PROVIDED FOR INFORMATION PURPOSES
AND SHALL NOT RELIEVE THE CONTRACTOR OF MAKING THEIR GOWN INVESTIGATIONS.
CONSTRUCTION SEQUENCE:
12.
R TO ANY AND L
EROSION CONTROL MEASURES ,�lVD PRACTICES SHALL OCCUR PRIOR ALL
THE INSTALLATION OF _
3...
RALEIGH H A NDT
OF R L G
SCHEDULE .. HE ENGINEER
TI N CONFERENCE WITH THE CITY
CONTRACTOR TO SCHEDULE PRE CONSTUC O CO _ _ _
ACTIVITIES RELATED TO EXCAUAI'ION AND REMOVAL 01= 48" PIPE.
PRIOR TO STARTfJC�' WORK>
13.
LOCATION OF SUB SURFACE UTILITIES , WHETHER PUBLIC OR PRIVATE, IS B ASED U P ON FILED LOCATION OF V ISIBLE
.
INSTALL GRAVEL C N T RUCTION_ - EN TRANCE TEMPORARY P IP SILT FENC_ E , AND OTHER MEASURES ASSHOWN, ON
_
_ _
APPURTENANCES AND IS APPROXIMATE ONLY. IT THE CONTRACTORS RESPONSIBILITY TO LOCATION
THE APPROVED P LANS. CLEAR ONLY'AS NECESSARY TO N S TAL L THESE DEVICES.
PRIOR TO COIVIMENCEMENT OF ANY CONSTRUCTION.
3.
1 :
INSTALL "FOUf�DA�".ON SUPPORT SYSTEM FOR 7313 BEAVER�IOOD DRIVE. ENSURE HEAVY EQUIPMENT DOES NOT
14.
ALL DIMENSIONS AND 'GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIE D BY THE CONTRACTOR PRIOR TO
ENTER SITE UNTIL �OURDAT1flN SUPPOR T _ SYSTEM F AS B E EN INSTALLED.
E { T O N
L NOTIFOWNER IF.ANY DISCREPANCIES EXIST OR O PR CONSTRUCTION.
_
CONSTRUCTIQN. CONTRACTOR SHALL NE
4.
.CALL FOR ON ITE lUNSPECTION BY CITY OF RALEIGH AND THE ENGINEER.
�,,
5 NO ..REAS OF STANDING WATER OCCUR AND ALL AREAS
ALL GRADED AREAS SHALL'BE SLOPED _ SUCH THAT _
_
POSITIVEL Y DRAIN TO DRAINAGE STRUCTURES ORStN,ES.
S.
BEGIN CLEARING, GRUBBI;NG, ADD TREE REMOVAL.
16.
>: EN WITH INSIDE WALLS.
ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN
6.
ll , O ENSURE CQNTINUITY OF STORM DRAINAGE
46 P AND INSTALL 48 RCPT, CONTRACTOR T
REMOVE EXISTING C
DURING 'CONSTRI; 'TiOltl.
17.
BACKFILLING OF TR _ ENCHES SHALL. BE ACCOMPLISHED d.MMEDIATELYAFTER PIPE IS LAID.
T.
BACK F.I. L LL/OfJS SINKHOLES PRESENT DURING REMOVAL OF 48" CMP WITH SUITABLE BACKF[LL MA T ER IA L, AS
J:B.
t THE UNBACI{F D N
OR RISE IN H #LLE TRENCHES ..:..:TER BE ALLOVI ED TO COLLECT
UNDER NO CIRCUMSTANCES SMALL WA
, ECMNICAL ENGINEER.
DIRECTED BY GEO _
AFTER THE PIPE.HASI BEEN _ PIACED.
$.
ESTABLISH GROUND COVER ON GRADED AREAS WITHIN 14 GAYS AFTER COMPLETION OF GRADING
19.
F
LENGTHS SHOWN FOR STORM DRAINAGE PIPES ARE I� E ASUREiO FROM EDGE OF STRUCTURE TO EDGE OF
U
BASED ON 1M� LENGTH.
STRUCTURE. SLOPES CALCCLATED ARE
9.
CITY OF RALEIGH H AN
WHEN CONSTRUCTION IS COMPLETE AND ALL CALL FOR - INSPECT I N Y
_
THE ENGINEER.
20.
R
CONTRACTO.SHALL BE RESPONSIBLE FOR RESTORING ALL LAND DISTURBED BY CONTRACTOR TO ITS ORIGINAL
GRADE AND LCCATION U_N. LESS,N:OTED OTMERWISM _
10,
IF SITE IS APPROV.E. -: O REMOVE TEMPORARY - ERASION CONTROL MEASURES AND SEED OUT ANY RESULT I NG BARE E
N
AREAS..
2 .
TOTAL PROJECT DISTURBED AREA = 8934 SF
C
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_ ' N ENGINEER.
11. CALL FOR FINALS, TE INSPECTION BY THE CITY OF RALEIGH AND THE
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PRELIMINARY NOT
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R S O
NC -0891
License License F`
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EXISTING 48 CMP (APPROXIMATE LOCATION)
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TREE REMOVAL
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GpB 654 GiMMENTS (5/i4114)
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CDR 90% COMMENTS C6/16/14)
LIMITS OF DISTURBANCE
PROPOSED 48" RCP STORM DRAIN PIPE
wo
SF
SILT FENCE
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°—
CONSTRUCTION' ENTRANCE
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PROPOSED CONTOUR LINE
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PROJECT
A. SM:20144W DATE: 06 -16 -2014
INLET PROTECTION
DRAWN BY: HEC CHECKED BY DH
TITLE
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GENERAL
CITE
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fR I i 0D 12137, PG. 25 2
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PIN: 1737--44-4787
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WOOD \
SAME SHED � .:�9 F�EP+�t�V AND RESET q'
, IRE FENCE' AS NEEDED ,
�i `f, «• FOR CONSTRUCTION ,. N(.Yt!V, OR FORMERLY
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t ',,, � ` �?�., s. �°.,,. REMOVE L t [ \i::,.E �.���iMC;I!"4�"� C. 1!'•{C)e�iP :;�'rC, rza #`��.r /
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REMOVE TREE
avu bra" £ t" r1 1971) PG.. 49
( � 'y(J
PIN: �`. # S <.-) p
4-5770
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EXISTING JUNCTION BMX
3 jjj „ J w TO BE REMOVED {
A
t..� (APPROXIMATE LOCATION)
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' "^- ,.,,,,• N, % ,ie fa `.
REMOVE TREE (/f
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;,,, F - CONTRACTO TO AVOID /MINIMIZE
t.
�C,N ty��t NOTE ,�,.. #,� . , '(,y � R INPAVERS> IF'- PAVERS E
..,1.,.. -. V6..<£. S'II 5 %£.i.<. .% j. 6 .5... 5 . ✓, s< \.,. : DI�TU
/ . E < { r
�: \ TO NEATLY
S € - DISTURB CONTRACTOR
:, c :> 1 1.t.,t _c, .... 10. DISTU ..
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., :F � >, ,r--r, s 3i r^, t., F .>q r nzr^�£ :a,..,
5�„ �,. r.�t�;,..� < d„ / PA'v' RS FOR REPLACEMENT BY
<.� _> . ) ...,, � fi STACK
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W, .> , <.,, .. ,. Ao �.,, � �'>� . �- �.. � •>x-_ �, REMOVE WOOD
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r , F5 I ` PROPERTY OWNER TO R
I,t <. . f J, ". ".� . TO REMAIN r ,.a, pJ,� �' / �,
hu,,. rt, „' `.� PRIOR TO CONSTRUCTION
€� f�� f�� � � �, � 17'`.,� �. DECK' PR 4
SCC� tT;-FC ��,�
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ItK) €E No, 12) pp De j"r S,j t s
ONE STORY WOOD FRAME HOUSE
1 6' ADDRESS: 7313 BEAVERWOOD DRIVE i;n} t n Na. 1
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� �;i: • � FFE: 205.9' j
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f NOW OR i �IZME ICI' "( � F �tf ry, n �
( aJK8, COMMERCIAL, TAI, x LL � OVERHANG'
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MAP REFERE,•'I:CES
BENTLEY WOOD SECTION I
BM 1970, PC. 49
BENTLEY WOOD SECTION IV
BM 1971, PG. 341
EASEMENTS OF RECORD
10' DRAINAGE E SEMENTS
BM 1970 PG'. 49
DB 2028, PG. 119
SEE GEN. NOTE No. 6
ZONING
R`-`4 (WAKE Co. GIS)
BENCHMARKS
BENCHMARK No. 1 --
COTTON SPINDLE FOUND IN SOUTH SIDE
OF UTILITY POLE (CP &L No, BR176K)
ELEVATION: 207 :36'
BENCHMARK No. 2 —
60d NAIL SET IN SOUTH SIDE
OF 12" GUM TREE
ELEVATION: 200.57'
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PRELIMINARY NOT
RELEASED FOR
CONSTRUCTION
Jam- µ
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DI3 4564, PG, 301
BM 1971, FIG, 341.
<, ,... 1'i 3 t3 .,,,,..15.1'..., ^
/�"• _.,,,m. II'�. � fad eR' »32I
�. PORTION OF•rA1.t r CM TO BE
REMOVE UNDERGROUND �� :r € � � t
/ �,� � EXISTING 4•S
__ DRI._ < , i 1
R DRAINS THAT ARE OR ,_
`�.... ALL ROOF _ .., �. � t >.� REMOVED AND RPLACED TYP
„ WERE PREVIOUSLY CONNECTED ( TYP ) , T PPROXIMALOCATION _
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0,/(; vry ROOF (? O.
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OVER C
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K .- ...:t ^'-, :z 1. +tR,.. ONE STORY HOOD FRAME MOUSE
6 9 {t
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�• � /STING 4-
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RESET IX �_. ». •
®� AND , , . � �: °� : >„ -• -, '�--- - ADDRESS: 7317 BEAVERWOOD DRIVE y�
�,%„
AS `r ,.,:. ,H 1 t �( ,.. F('E, 2Q8.2
o WIRE AND PICKET FENCE ��. _ �' �:_ -�
CONSTRUCTION /
NEEDED FOR
0
i1..'
:E„ i '"• C'k-
0.5 GENERAL SURVEY NOTES tr
�. U
1. BASIS OF BEARINGS: NCGS GRID, NAD83(2011} STATE PLANE COORDINATES, VERT:::GAL DATUM NAVD$8. Z
u
+ 20r
2. DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S, SURVEY FEET UNLEES OTHERWISE NOTED. cn
PINK PAIN rAl tc,S 2
1
/ W
„s:0.
3. THE PROPERTY LINES AND RIGHTS —OF —WAY SHOWN HEREON ARE BASED ON AN f?VERALL COMPILATION,
F RECORD DOCUMENTS SUPPORTED BY THE LOCATION OF PROPERTY CORNERS FOUND DURING THE A
o � > / 0 NOT SURVEYED ARE SHOWN AS BROKEN LINES FROM 'INFORMATION 0
\5, f )� : / COURSE OF THE SURVEY LINES O_'
REFERENCED ON THE FACE OF THIS PLAT.
U: I ` " ^- tidy^:. '�'��, , `` . I w, ". ^'.^" ' .._ %fib \rim r�� �� `• " � t :
cn - -�,... -ti.` ,�'�;: �'.., Z • ° =` •' .. "T B 4, THE SUBJECT AREA IS NOT LOCATED WITHIN A FLOOD HAZARD AREA ACCORDING TO FLOOD INSURANCE
C.GOV FRIS'% NOTE FL 0 LINES ARE
,« 1 � -r,, - a : ^•,. j RATE MAP 3720173700J, PANEL 1737, DATED MAY 2, 2006. (RFRIS N q D 1:
X
# _ ✓ � �� w., SHOWN ON PARCEL 1737 -35 -9038 (THE CITY OF RALEIGH) OUTSIDE OF THE SUF:VEY LIMITS FOR
^ r / J ' REFERENCE ONLY AND HAVE NOT BEEN FIELD VERIFIED.
E ISTING X6 OPEN
Ll _ _ w
o {/
"••b. • "" St -
/ TROAT CATCH BASIN TO
5, LOCATION OF UTILITIES, WHETHER Pl1BUC OR PREVATE, IS BASED UPON FIELD LOC,?,TION OF VISIC3LE
APPURTENANCES IN CONJUNCTION WITH INFORMATION PROVIDED BY THE OWNERS OF SAID UTILITIES AND
BE MAINTAINED U
.
o
`' =;E i ,, �✓ />, ARE APPROXIMATE ONLY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION PRIOR TO p
�r t: z TO PROVIDE r Y F" MISIDENTIFICATION OR
;,�[, `; s
CONTRACTOR RUCTION. WSP CANNOT ASSUME RESPONSIBILITY FO
MISIDENT
a w <NI i t.•.,. COMMENCEMENT OF ANY CONSTRUCTION. r INI G, ONFINED SPACE N
# Ld,tI OMISSION OF UNDERGRQUND UTILITIES. DUE TO OSHA REQUIREMENTS PERTA N. TOG X
s TOP SLAB j MANHOLE OM
� / _ ID IF FIELD I= ERSONNEL ARE ABLE TO t--
.... :; „_,» ` � �,�,;' • , . zar5[- " ;. , ?:? ��, % `' 1 ENTRY, PIPE SIZES, INVERT ELEVATIONS, ETC., WILL ONLY BE PROVIDED
•,,. I: k r COVER DETAIL T BREAKING THE PLANE OF THE TOP OF THE STRUCTURE.
OBTAIN WITHOU B d
TI G JUNCTION BOX
EXIS N 4 } SHEET 7
, ti �,.. ,., .,,� ; , f , z •t; ,,,�' / 6. PROPERTY SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. THIS SURVEY WAS PREPARED �
_
TO BE REMOVED
A LICENSED ATTORNEY —AT LAtt SHOULD BE CONSULTED
� ```\ <- � `�, ``` x. �,,, �., - I �r ✓
WITHOUT A -TITLE EXAMINATION. A NORTH CAROLINA tK
o - fs „fi
LOCATION OF EASEMENTS AND OTFcR TITLE QUESTIONS
,, r u,, ! ..r f ✓ _ __ ... REGARDING CORRECT OWNERSHIP, WIDTH, AND LOC 0
(APPROXIMATE LC}CATION}
.. `-., N ,. > r ...•„•` � ri -': ,. � i r� -`r • :. ,.,r p t;,, "<” ti ",f(•sf - �, ,�, <, -FF-^
`.,, ., , "; •� , •;<,,, , cr.... � ,� L} FI5 r7Flz'(z�f ,, <,y1"(.,�.7 %F�r,.,,f, .5rf,��'��'?` srrt.�., . REVEALED BY TITLE EXAMINATION.
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.. ',. `.... .. ,.., .. , - . , >. •.Yw »+?^,. .- e`.
� .: r N H AEON IS MEASURED FROM THE VEGETATIVE TOP OF BANK. SUFFERS S}-iQWN 0
� , ,,. ., ,_ .�1`^< ': , �;,• `` \,- f,l~S,Ji. y� / , -;,�`• �hti"ts��.. ,�',r�C� 7. 50 BUFFER ahOW E
o , n APPROVED..
?,
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j
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REVISIONS
#1 CUR 65% COMMENTS (5 /14/14)
#8 COR 90% COMMENTS (6/16/14)
PROJECT M SM 2014XXXX DATE: 06-16-2014
DRAWN BY: HEC CHECKED BY: DH
TITLE
EXISTING
CONDITIONS AN
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#2 CUR 9p /. CONNENTS (6/16/14)
PROJECT* SM 2014 -XXXX DATE: 06.16 -2014
DRAWN BY: HEC CHECKED BY: DH
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NOTES:
D 6" THIS PRECAST ENOWALL MAY 0E USED FOR THE FOLLOWING!
STANDARDS: 838-01, 838.11, 838.21, 038.27, 83€3.33. LL -J Z
538.39, 838.51, 838.67, 838.63 AND 838.69. 0I�
INSTALL PRECAST ENDWALLS WITH WINGS AND PAY uj
1, 0„ FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.1
Z
om
FT.
s
0
PC
0
PROVIDE ALL REINFORCING WHICH, MEETS ASTM A61'w
o
0 5
BAR SIZE
Hl(FT.)
FOR GRADE 60 AND WELDED, WIRE FA0FIIC CONFORMING
w C
tB3
W2
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#5 0 s"
TO ASTM A185 WITH 2" MIN. CLEARANCE.
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CL
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13:00/43.25.
FOR BAR SIZE
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538.39, 838.51, 838.67, 838.63 AND 838.69. 0I�
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FT.
s
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PC
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BAR SIZE
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w C
tB3
W2
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TO ASTM A185 WITH 2" MIN. CLEARANCE.
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3.00/3.75
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PIPE TO BE GROUTED INTO HEADWALL AT "JOB SITE BY
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WELDED WIRE FABRIC MAY BE .SUBSTITUTED FOR REBAR
It
2,75/3.50
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mu
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CHAMFER ALL CORNERS 'i" OR HAVE A RADIUS OF "1 ",
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NOTES:
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STANDARDS: 838-01, 838.11, 838.21, 038.27, 83€3.33. LL -J Z
538.39, 838.51, 838.67, 838.63 AND 838.69. 0I�
INSTALL PRECAST ENDWALLS WITH WINGS AND PAY uj
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ENDWALL DIMENSIONS
FT.
USE 4000 PSI CONCRETE.
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CAIN. /MAX.
CAIN. /MAX.
PROVIDE ALL REINFORCING WHICH, MEETS ASTM A61'w
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BAR SIZE
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FOR GRADE 60 AND WELDED, WIRE FA0FIIC CONFORMING
R (FT..)
tB3
W2
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TO ASTM A185 WITH 2" MIN. CLEARANCE.
2.00/3.75
1.2511.75
3.00/3.75
5.5015.00
H2
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
1.2512.00
CL
1.2512.00
3.50/3.75
8,50)`QJS
OSHA STANDARD 1926.704.
#5 @ 8"
uj
3.00/4.25
1.50/2.50
3.5013,75
PIPE TO BE GROUTED INTO HEADWALL AT "JOB SITE BY
210
#5 @ B"
1.50/2.50
4.00/4.75
1.7512.50
CONTRACTOR
7`. "5018.25
2.5
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2.5013.50
4.0010.00
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4.50/5.50
10.00111.50
3.0
#5 @ B"
WELDED WIRE FABRIC MAY BE .SUBSTITUTED FOR REBAR
5 „00/6.00
2,75/3.50
5.25/5.75
AS LONG AS THE SAME AREA,OF STEEL IS PROVIDED.."
3.5
#5 @ 8 "
3.25 4450
1
CHAMFER ALL CORNERS 'i" OR HAVE A RADIUS OF "1 ",
3.25/3.50
6.00/6.75
8" O.C.(TYP.)
-
#5 @ 8"
3.50/4.50
REFER TO CHART
3.2513.60
5.50/5.75
13:00/43.25.
FOR BAR SIZE
#5 @ 8"
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS"
5.5018.50
3.25/4.00
v
13".50/16.75
5.0
AT B" CTS.THE CONTRACTOR WILL"HAVE THE ";OPTION.
4.50/5.00
7.00/8.50
co
7.25/9.25
1 >7 115.,75
TO INCREASE THIS BAR SIZE AS NEEDED.
#5 ;--871
4.50/5.00
o
3.25/4.00.
7.2519.25.
14.00116.75
6.0
#5 C4 8"
4.50/5.00
7.50/8.50
3.25MOO
7.75/9.25
cm
0,092
p.'ii,27
86"
1'
4' -O'te
4r -.3fp
2fl
4' -9"
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN. /MAX.
CAIN. /MAX.
CAIN. /MAX.
MIN. /MAX.
MIN ".:[MAX.
PIPE RIA.
BAR SIZE
Hl(FT.)
H2(FT.)
R (FT..)
W1
W2
1.0
#5 0 s"
1.25/2.00
2.00/3.75
1.2511.75
3.00/3.75
5.5015.00
1.25
#5 @ 8"
1.2512.00
3.00/3.75
1.2512.00
3.50/3.75
8,50)`QJS
1.50
#5 @ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.5013,75
5.5()/5.75
210
#5 @ B"
1.50/2.50
4.00/4.75
1.7512.50
4.0014.25
7`. "5018.25
2.5
#5 @ 8"
2.5013.50
4.0010.00
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4.00/5.00
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7.2519.25.
14.00116.75
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CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
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REVISIONS DATE: 111112012 DRAWN BY WDP
W6P-10 9 2012
STANDARD SILT
FENCE OUTLET
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. ...... SW-20.24
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