20090955 Ver 1_Site Plan_20101202

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a A t.,' ~ 1, l >j Dewberry & Davis, Inc.
j:~ ! `?d i r p i Icy r' Gi 230t REXWOODS DRIVE
~ I:~ ;1 r ~ ~ ~ ~ i ~~'i SUITE 200 ~^%s ' ~ RALEIGH, NC 27607
~ , ~ PHONE: [phone]
~ E'~'~ FAX: 919,881,9923
~ NCBELS # F~0679
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N 1 f~ i 'A EET TITLE
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C-01 TITLE SHEET scALE
i ® C-02 LEGEND AND GENERAL NOTES
C-03 PLAN AND PROFILE
C-04 PLAN AND PROFILE
""---r.
UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, C-05 GENERAL DETAILS
INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE C-O6 GENERAL DETAILS
CONSTRUCTED ON ALL STREETS AS SPECIFlED BY THE CITY Ap CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE
To Raleigh CITY Of RALEIGH AND SHALL BE SO INSTALLED UNLESS A R~ C-07 EROSION CONTROL DETAILS No. DATE BY Description
p A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR
TO FlNAL ACCEPTANCE
SIGNATURES:
• ENGINEER
PUBLIC UTILITIES
TRAFFIC ENGINEER
CONSERVATION ENGINEER
PUPI I P V~IENT TI
REVISIONS
ATTENTION CONTRACTORS Public
Sewer Collection Extension S stem Y PHASE NUMBER 1 JRs
The Construction Contractor responsible for the extension of water and sewer, as NUMBER OF LOTS N/A DRAWN BY
approved in these plans, is responsible for contactin the PUBLIC WORKS The City of Raleigh consents to the connection and extension of the DESIGNED BY MWW
DEPARTMENT at 996-681D, and the PUBLIC UTILITIES DEPARTMENT at Cites public sewer system os shown on this plan. The material and 'robe innin an of their construction. Construction methods used for this pro~ect shall conform to the 857-4540 at least twenty fourhours prio t g g y standards and specifications of the Citys Public Utilities Handbook. OPEN SPACE N/A
NUMBER OF OPEN SPACE LOTS N/A CHECKED BY MTB
FAILURE to notify both City Departments in advance of beginning Construction, will City of Raleigh
result in the issuance of monetary fines, and require reinstallation of any water or Public Ut1ities Department Permit ~ PUBLIC WATER (LF~ N/A ® ®®~~J' S U ~ PATE NOVEMBER 2010
sewer facilities not inspected as a result of this notification failure. Authorization to Construct PUBLIC SEWER (LF) 1,095 I~;~ ~ " ~ ~ ' ~ ~ L~ I ~'1 TITLE
L~ " PUBLIC STREET N/A r
FAILURE to call for Inspection, Insta/1 a Downstream Plug ,have Permitted Plans on Date
Job site, or an other Violation of City of Raleigh Standards will result in a Fine and Y PUBLIC SIDEWALK (LF} N/A ~ ~ OEidR=RCIIALiTY IL
Possible Exclusion from future work in the City of Raleigh. c + L~;RDSltN9 3"c'C;?'~~';LTER ~K~ ~
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PROJECT N0. 5Q~~526~
® L
16" SEWER = 892 LF
SHEET NO. 1 OF 7

ST DAR L E L NAT
DESCRIPTION EXISTING NEW DESCRIPTION EXISTING NEW DESCRIPTION ABBREVIATION DESCRIPTION IPTION ABBREVIATION 1. CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
_ ~ Vn~
FIRE HYDRANT ASSEMBLY GAS VALVE 2. HORIZONTAL AND VERTICAL CONTROL IS (NAD 83) WITH VRS, GPS OBSERVATION Dewberry & Davis, Inc.
AGGREGATE CABC MINIMUM MIN. YIELDING VALUES OF: S3o~2REXW00DSDRNE
'V RALEIGH, NC 27607
WATER VALVE ~ TEMPORARY BENCHMARK u ~ (NAD 83) (NAD 83) PHONE:91s.861.s939 FAX [phone]
ALTERNATE ALT MISCELLANEOUS #1 N=763091.83 #2 N=763459.88 NCBELS#F-0679 ~ MISC E=2111643.58 E=2111827.24
PLUG INLET PROTECTION ELEV=304.69 ELEV=298.75
APPROXIMATE APPROX. NORTH N 3. CONTRACTOR SHALL PERFORM WORK BETWEEN THE HOURS OF 8:00 AM TO 4;00
WATER METER f'~Vr~ IRON PIPE FOUND PM.
'•,w,1 4. CONTRACTOR SHALL PROVIDE ALL BARRICADES, SIGNS, ETC. TO PROTECT AND
NTS SECURE CONSTRUCTION AREA, EQUIPMENT AND MATERIALS FROM THE PUBLIC.
WATER MANHOLE 1,,,~~ SIGN AT ® NOT TO SCALE J
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC AND PEDESTRIAN
SANITARY SEWER MANHOLE r, S ROAD SIGN b BM CONTROL.
~ ~ BENCHMARK NUMBER N0.
6. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES.
p SANITARY SEWER MANHOLE TAG ~ ~J 15 BROADLEAF TREE °-H°''' BLDG
BUILDING ON CENTER O.C. 7, THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO
SEWER CLEANOUT PINE TREE r,; PROPERLY CONSTRUCT THE WORK.
A ~~i\ti I
CAST IRON PIPE CIP POINT PT 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL EQUIPMENT, LABOR, AND MATERIAL
DROP INLET-STANDARD BUSH a p ~ FOR BYPASSING EXISTING SANITARY SEWER AND LATERALS (SERVICES) DURING =
CONSTRUCTION. ~ o a (~D J t~A
CENTERLINE POUND LB 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BYPASSING. J ~ ~ Q
YARD INLET-STANDARD GROUND SHOT
10. CONTRACTOR SHALL PROVIDE AND TEST SANITARY SEWER MAINS PER CITY OF
YARD INLET-GRATE ELECTRIC MANHOLE ~ ~ CONCRETE CONC. POLYETHYLENE pE RALEIGH STANDARDS. ~ ~
i V- ~ W U
11. ALL EXISTING UTILITIES HAVE BEEN LOCATED FROM THE INFORMATION AVAILABLE. o. J IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH ~ J ~
WELL E~'~} TELEPHONE MANHOLE T CORRUGATED METAL PIPE CMP POLYVINYL CHLORIDE _ORIDE PVC HORIZONTALLY AND VERTICALLY ALL EXISTING U11LI1IES PRIOR TO START OF Q ~ er
CONSTRUCITON (ONE CALL CENTER 1-800-632-4949). COST TO REPAIR _ ~ z
POWER POLE ~+rv' TELEPHONE ELECTRIC HAND HOLE DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR. ~ ~ ~
~ ~ 'H CONTINUOUS CONT. PROPERTY LINE - PL ~ w~~
12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED w
LIGHT POLE ~ PLUGGED SANITARY SEWER SERVICE UTILITY SERVICES ENCOUNTERED WITHIN 8 HOURS OF INTERRUPTED SERVICE. =o"~
CUBIC FEET CF RAILROAD R.R. CONTRACTOR SHALL NOTIFY USERS 24 HOURS PRIOR TO POSSIBLE ~ INTERRUP110NS OF SERVICE.
GUY POLE SANITARY SEWER SERVICE S S 13. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS,
CUBIC YARD CY REINFORCED CONCRETE PIP DNCRETE PIPE RCP MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND
ELECTRIC METER UNDERGROUND UTILITIES Ut,U CONSTRUC110N STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER SEAL e~~~,v~~~o~~~e,,,~~~
PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE
REPLACED BY A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. ~N CARO READ. F ~ ~G
DIAMETER DIA REQUIRED ELECTRIC BOX ~ WATER LINE 14. BUILDING AND HOUSE LOCATIONS ARE APPROXIMATE AND SHOWN FOR :~oR~v~PO~orrly
INFORMATION -ONLY. 22127
FLARED END SEC110N ~ GAS LINE ~ DIMENSION DIM RIGHT-OF-WAY R/W 15. CONTRACTOR SHALL REPAIR ALL DRIVEWAYS AND DRIVEWAY PIPES PAVED OR ~ FNGt
~°~.,,,,,,NE~,, 0.
I UNPAVED CONCRETE CURB AND GUTTER AND SIDEWALKS TO EXISTING OR '%,~9RI, T"BR,~o~`
HEADWALL SANITARY SEWER LINE ~S BETTER CONDI110NS IF DISTURBED DURING CONSTRUCTION. ~,,o~ee~~e~,~
DUCTILE IRON PIPE DIP SCHEDULE SCH 16: CONTRACTOR SHALL INSTALL MEASURES AS NECESSARY DURING CONSTRUCTION
FOR SEDIMENTATION AND EROSION CONTROL KEY PLAN
HONE PEDESTAL CHECK DAM TELEP S 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION AND PROTECTION
EAST E SOUTH
I_~ SILT FENCE SF FIBER OPTIC MARKER OF EXISTING UTILITIES (INCLUDING EXISTING WATER MAINS, PRIVATE OR PUBLIC)
F~",~~' IF REQUIRED DURING INSTALLATION OF NEW WORK. THERE WILL BE NO ~ SPECS ADDI110NAL OR SEPARATE PAY ITEM FOR THIS WORK.
EDGE OF PAVEMENT EOP SPECIFICATIONS
MAIL BOX JUTE MATTING 18. CONTRACTOR SHALL RESTORE/REPLACE ALL SIDEWALKS, CURB AND GUTTER,
ELECTRICAL ELEC. SIGNS, MAILBOXES, FENCES, PLAYGROUND EQUIPMENT, BASKETBALL COURT &
~ ~ SQUARE FEET S.F. APPURTENANCES, ETC. ENCOUNTERED/DISTURBED DURING CONSTRUCTION.
CULVERT ~ m = = ~ BORE AND JACK
_ _ _ _ ELEVATION EL STAINLESS STEEL 19. THE CONTRACTOR SHALL RESTORE THE DISTURBED AREA °TO THE EXISTING
TEMPORARY CONSTRUCTION LIMITS :EL STN STL GRADE UNLESS SHOWN OTHERWISE ON 1HE DRAWINGS. SCALE
LINE BREAK 20. 48" MINIMUM COVER SHALL BE PROVIDED OVER ALL SANITARY SEWER MAINS
LIMITS OF CONSTRUCTION
POST EXISTING EX STANDARD STD UNLESS OTHERWISE NOTED.
21. THE DEPTH OF UNDERGROUND U11LI11ES ARE SHOWN IN AIJ APPROXIMATE
MANNER ONLY.
FINISH FLOOR ELEVATION FFE STATION STA
CONTROL LOCATION 22. THE CONTRACTOR SHALL MAINTAIN SEPARAl10N BETWEEN SEWERS AND WATER MAINS AS FOLLOWS:
1 "=50°
A r , ~ FOOT/FEET FT. TERRACOTTA PIPE 1 ~~aa~ zoo ~ 'IPE TCP
~ C ~°~N ~ l'71~i~3fi~"d2~ ~ ~ N~As~?'1ALI. f ~ 4.._,~ X40 ~ ~ / A. LATERAL SEPARATION OF SEWERS AND WATER MAINS No. DATE BY Description
WATER MAINS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING OR
~ ; 2 GALLON GAL / o ~ P~ # TOP OF WALL TOW PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10'
~ G ~ / oar, LATERAL SEPARATION, IN WHICH CASE:
~ i ~ ti ~ ~ NQth OE2 ~ ORMER_ ~G .
QUAIL HOLLOW SUBDIVSIO.N ~ ~ / GALLONS PER MINUTE GPM 1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH 1~IE ELEVA110N OF THE ALL BOW BOTTOM OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF 1NE SEWER, OR
~ SECTION THREE , ~ BOTTOM OF WALL ~U I~v~7 Pv 7~ / ~ S
~ ~ ` ~ ~ 2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE
` GALVANIZED GALV ~c~~~~~~ , ~ TYPICAL TYP. WATER MAIN LOCATED AT ONE SIDE OF A BENCH OF UNDISTURBED EARTH,
~ ' ' ~ SHERIDAN C. MORRIS JR. AND WI11-I 11-IE ELEVATION OF THE BOTTOM OF 11-IE WATER MAIN AT LEAST
18" ABOVE THE TOP OF THE SEWER.
~ ~ ~ti f ~ " ~~y' GATE VALVE GV VITRIFIED CLAY VC B. CROSSING A WATER MAIN OVER A SEWER
P ~ ~ ,5 WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS CVER A SEWER, THE REVISIONS
/,4 v ~ WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION 11-IAT THE BOTTOM OF THE
OMER STEVENS JR / W WATER MAIN IS 18" ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS DRAwN BY JRS
NS " INVERT WEST MARY C. STEVE ` INV. j \ ~ ~c L~~~ ~ ~ OR BARRIERS PREVENT 18" VERTICAL SEPARAl10N, IN WHICH CASE BOTH WATER
m ,7 ~ ~ ~ MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH DESIGNED BY MWW
LINEAR FEET W/ JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10° MTB
/ xa a~ ras?7r~r ` , ~ LF WITH . ~ KEVIN M & ' a,~, ON EACH SIDE OF 11-IE POINT OF CROSSING. CHECKED BY
JENNIFER K DAVIDSON ~ C. CROSSING A WRIER MAIN UNDER A SEWER DATE NOVEMBER 2010
ti~"t~ r,~ E'4Rp~f~'i~WY ~1USa ~ ~El ~2~+~;3 FC v~w~J~
~u ~7~~~,~~~~x ~ ti ~ ~ FRED G MORRISON JR & MAXIMUM MAX. WITHOUT f CAROLYN BOND W/0 WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS TITLE
/ / ~ ~ ; » ; ~u~~ NOTES: MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A
~ ~ ~ ~C ~~1~ '7161~~2'~7 DISTANCE OF 10' ON EACH SIDE OF 11-IE POINT OF CROSSING. A SECTION OF
i w ~ ~ IS HE ARE FOR. GENE a, ~ 1. THE STANDARD LEGEND AND ABBREVIATIONS SHOWN ON TH S ET ZE FOR. GENERAL WATER MAIN SHALL BE CENTERED AT THE POINT OF CROSSING..
~ s~~~r Ra'~ ~ USE THROUGHOUT THESE DRAWINGS UNLESS OTHERWISE NOTED OR LABELED. FENCE / ~ f' ° BELED.
ti f 23. ALL MANHOLES 12' - 20' of 5' IN DEPTH SHALL BE 5' IN DIAMETER. T
~ ~ I l 1 o ~4 ~ UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES 24. ALL MH RIM AND COVER IN PAVEMENT SHALL BE FLUSH !N/ PAVEMENT
~ ~ ~ / HELLEN A HUME ~ ING.UDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE
~ ~ it ~ , ~ _ CONSTRUCTED ON ALL STREETS AS SPECIFlED BY THE CITY 25. NOT ALL TREES HAVE BEEN SHOWN FOR CLARITY.
CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE ,m ~ ti ~C Pt~~ 17~.~1~81a~€~ ~ ~ f P U b I I C (QTY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A
/ l 26. CONTRACTOR SHALL STRIPE ROADWAYS AND PARKING LOTS TO CITY OF RALEIGH PROJECT N0. 50005267
Sewer Collection Extension S stem A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC ~ y SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR AND NCDOT STANDARDS AFTER CONSTRUCTION IS COMPLETE.
~'ti / r _r _..a_____ _s TO FlNAL ACCEPTANCE.
WiAK1F / me %ATy or riaieign consents io me connection una vALor un ui uie 27. CONTRACTOR SHALL REMOVE ALL EROSION CONTROL DEVICES AFTER
6 PG 0719 r Citys public sewer system as shown on this plan., The material and Construction methods used for this project shall conform to the SIGNATURES: ].?1~1~s5116 NOW OR FORMERLY r. CONSTRUCTION IS COMPLETE.
j standards and specifications of the City's Public Utilities Handbook. f JAMES P & ENGINEER
SHIRLEY A BEETHAM City of Raleigh 28. THE PROJECT IS LOCATED ON FEMA FLOOD MAP NUMBER 3720171600J DATED
J DE 01820 PG 9633 Public Utilities Department Permit # PUBLIC UTILITIES MAY 2, 2006 AND A PORTION IS LOCATED WITHIN A 100 YEAR FLOODPLAIN %4mj~02,,
NC PIN# 17161537171 ~ AREA (AE).
Authorization to Construct TRAFFIC ENGINEER 29. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS APPROXIMATELY 0.75 ACRES. SHEET NO. 2 OF 7
Date CONSERVATION ENGINEER

~ ~ ~ \t~' ~ ~b
i ~ s ~
f ~ Y k NOTES: oas~
~'~~;Ut, i 1. CONTRACTOR SHALL MAINTAIN VEHICULAR
,r '~,y ~ , ~ ACCESS TO 15 PARi<ING SPACES FOR SWIM
~U~ ~3 ~F~.~G~Y / A ~ ~ ~o~ ~~~~rx CLUB STAFF AND GUESTS.
~A~r1~ ~'RA~K.~~I~r j / ft__. CLAY `yS a~ _ SS _ _ CLAY ~ 8° CLAY SS ~ CL,;`( U ~ SS tiS~ ~ ~ C~~"O~~i ~ ~ 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN
~r3 45ei55 P~ X708 ti . ff i` r~QC~, ~ ~ ~ ~ ~ ADA COMPLIANT ACCESS FROM PARKING AREA Dewberry ~ Davis, InC. r=a~, ~ ~ ~ ~~~`6 °~7~ TO SWIM CLUB ENTRANCE 2301 REX4VOODSDRIVE
C7 ~¢AA~~A.~~` ~ Pk~O~~~S ~ ~ n;C P~~ 1~rSa1b?34S SUITE2oo ~ 3. CONTRACTOR SHALL. KEEP SITE SECURE AT ALL
- ! C~~''t ~ ` ~ ~ TIMES. RALEIGH, NC 27607 ~ ~ ~ PHONE: [phone]
f i" ~ - ~e~'d' ( ,h ~ ~ ~ ~ ~ 4, CONTRACTOR SHALL MAKE TEMPORARY FAX:[phone] ~C P~l~ 1`74€4~S~2114 '0 ~ I fl,~ NCBEL9 # F-0679
~ ~ ~Q' ~ ACCOMMODATIONS FOR DUMPSTER/GARBAGE
.^A ~ ~~~1~ ~ ~ COLLECTION.
°G~',~'wt, i : ~ ~;~I~I~i1~ t+: G~R'T'~T~ ~ ~ ~ 5. CONTRACTOR SHALL RESTORE ALL SERVICE
~Jar~~ I ~ -^1 7- np_i;=~ ~ ws ri : ~ ~5`. ~ 1~t ~9.~ i , ; ~ CONNECTIONS DISTURBED DURING i\ I€vv:2s~.~~' ~ ~ ~ ~ ~ CONSTRUCTION.
p,yy~tr~i,~~ pp", ~ r ! ~i, t Ydv P;:~d.~ 17'_8?42Q~ ~ ,w ! a , 6. SYMBOLS CAN BE FOUND IN STANDARD LEGEND
~~~.r~ ~ s~k~ ~C?4 8~ F~s¢ s~~Ly r oa n~ ti PtC~3 a^Z a C?I~~~'RLY A t- q a ynn ~ xro ~ ~ ~i° ~fL~L~ ~s ~~~T~~lt ~TL ~ Iv4~i ©ft FOr1.i,~;,L; t Ci0 S~ ~`4 ~ ~ ' ~ AND ABBREVIATION TABLES ON SHEET C-02.
Y3E J88~8 I~G 4~'78~ % Us'~i~ti~'~' ~ zxt'?lr`,~+.t~4~ ~ tY; ~6~, n :s7Pe.t_~1:~ , _ n z;Fi'T ~ ~G ~ ~:'i.~5'~'.~`~1., ~ C? fr CO STRUCTION , s ~ 1 EN ANC P ;i~V;?~5.33` 4~ l~a'm 1 ~ a~~;~~~ 7. LIMITS OF CONSTRUCTION = 0.73 ACRES
r ~ r . - ~ , ~ T ~ r?~~ ~o~~.~~,v ~~~I~A:~~y~I L ~,~~i~~I~ ~ EN A iVG ~Ic'~~ i7i8Yk38462 ~7 t-,t'~ y . ~ ~'~t1~,`;'~. i~`zi_'~,wwl.~ u~~-'a_,E~.r irn, t~ f" f'ts~'1; ~1 ~,~LfS~ R!~~.~. 1,7.t~J~l ~tt~ ,LE h1.1`i~n L.l 3. T A ~~~~Ty T F ~R~ Ft~A~rv~~ GR~~~ Jl~ ( aix z~Ls Y, °UFFFR - ~ ~ ( 8. INSTALL PRIMARY AND BACKUP PUMPS CAPABLE
~ 1i~3 02_,,4 s v OY L{~~lE 1 r ! ~P a~~Ye ~~k~ I ~:~R~SS rrc Y7~~~~zs~~ ,LIMITS OF CONSTRUCTION cJ~cG~T~ ti ~A~` OF DELIVERING PEAK FLOW OF 2250 GPM IN
c7 P?Ik~ i71~>fl;~98?3 Pr " ~4 ?'i~d' i7."t~ ~ w i.` 1438 2S5~v i^iC PSI ' Y"~81°~9 b ! t ~I7w~c l ~:~~Ilv ` MANHOLE OR APPROVED SUMP. DISCHARGE TO I_I~~ F` `c~ 'oo II/ " ' ~ ~ M' ~~P~ NEAREST COMPLETED MANHOLE OR APPROVED
ASSEMBLIES T BE REMOVED BY OTHERS.! ~c ~~r~ r7Y~~~~'~~ j LIGHT ~ ~ ~,n ~ SUMP.
CONTRACTOR SHALL EMO ELECTRICAL FOR ~ ~ ~ F RFUS~ Fiv~R ` ~ SILT FENCE ~ ` 0 ~ ~ ~ 9. NO TREES OR VEGETATION SHALL BE CUT OR
„LIGHTING TO LIMITS F CONSTRUCTION. CONTRACTOR ~ ~ ! ~ Q~ ,,-F~ ~ ~ , ~ V '^.G1 V.i~ r ~ `r'p-r^~7p DAMAGED OUTSIDE OF THE CITY OF RALEIGH
C~~!c~L1~~ ~ ~ SHALL DEMO CONCRETE FOOTINGS. (TYP OF 2) ~,iFUSE p,yF~ ! r Lc~~1_ ~ ~ r~ ~ - - ~ ~~,FF~F ~ 12 LF OF SPECIAL SEDIMENfT '~~=?~r~~~ ~ ~ ~ ~ ~ ~ ~ ~ !~~'r ~vT.zr~'~~, EASEMENT AND/OR LIMITS OF CONSTRUC110N.
~ ~ o. ~nrJ= ~ ONTROL FENCING. I ' 2~5.~0' BCGB flF WATEn ~ L~ ~ 1 ~..--~-""s r T; ~ .4-QO p0 ` " 0' ' ~ ~ ~ 10. TREE STUMPS SHALL BE PRESERVED ALONG THE
~,-,~~~~~'TM'==~ - G i CD8-1~f3€TAIC 16>~•6a~1 iiiV .~U; x..3.55' 17 ~ _~~~E FENCE-~...~ ~ ~ i - - ~ - - - -r-- 4 1~' TOP OF BANK. CONTRACTOR SHALL NOT ~ M ~ - p ~
~s°~~:,~w? ~ ...__m_ _ ! --~~P~'1"t,RLIh F ~ RSE~ENT i~ _ _ ~ ~ ! REMOVE TREE STUMPS WEST OF THE SANITARY ` ~ G ~a~-2~a.3s' SEWER ALIGNMENT UNLESS DIRECTED BY THE
t ~ ~S -~~ccc~ ~ hN ~4 NSAC'NALL G,~., ~~00(} 5~~~.:-~. ~ ,d i~' ~ ~ iC~ _ ~ + , ~ Irw I~; (~)2~~.c~' ~ OWNER.
~ ~JOOG ~FlhIH LE L.J~ FCU~1C ' ~ ~ _r ~a~ of ~ r ~~i~flEhl~c --`"C" ~ - il~; ~}2~~,' E~ ~ „ ~ ~ 11. ALL EMBANKMENTS WITH SLOPE OF 2:1 OF ~ N J o
r ~ _ row ~rALL - , - ~ - ` ~ / ~ JUT; (~U') 3,73' i:,. W N ~ ~ ' ~ GREATER SHALL BE STABILIZED PER THE BANK ~ ~ - `0 ¢ ~
MCP CLF B~;NK-'' l ---°26I ~ _r. _ _ - - - , ~ ~ I STABILIZATION DETAIL, SHEET C-07, UNLESS ~ ~ _W.I = ~ Q
~ ~ . - _ _ ~ . - ~ ~~~~a~~ ~ ~ OTHERWISE INDICATED. 1 - 4 ~ w
„ _ x,10+Y~0 1~.,DIF T~~~~'~ 1~- s ~.~-.~-~s 'Q - T~ r `~'~,,T 1,..-- s ~ _ ~ ~ -,rr,~~ . _ ~.i_i~~ -AS~~.~ __.w 1~0T~~'F~T ~ ~ ~ SEWER BYPASS PUMPING: ~ 0 NEW TREE LINE (TYP) !,t ~ ~ w a
t- ~ 200 - NEW THE I i , _ - sr~ 167 ?n , t , ~ , ~ , - - - - v~R 0~
~ , ~ 1~ . _ _ _ _ Bpi r i E R 1 ti NL<SSE GIVER 0~ Q~~64 Q~~3 ~ s A BYPASS PLAN SEALED BY A NC PROFESSIONAL ~l.~r cR i~C PClT~ 171614?©88 ~ ~ ~ ~ J =
~ w - ~ChE z ~ ~ ~ ENGINEER MUST BE SUBMITTED TO PUBLIC UTILITIES > ~ - I-
~ ,CP=2~~,~., v, i ~ r Tt7P~ 2 5 / i ~ r i ~L, ~E~, ROAD RAMP FOR BYPASS PUMPING I PRIOR TO PUMPING OPERAl10NS TO COORDINATE WITH z ~ o: ADMINISTRAl10N ENGINEERING STAFF. PUMPS SHOULD ~ _ ~ z
, ~ ~ 'sl~v I~, 25~. ~g _ ~ ~ = r, _ - ~ _ ~ , - , 1 ~ LIMITS OF CONSTRUCTION p ~J l Cfl ~ r \ 7 - - i ! i c ~ a t ~ r '1 I ~ r ~ t i ri a 5r~~° n~ °r - . t t BE SIZED TO HANDLE THE PEAK DAILY .FLOW (2.5 U Q =
~N;(N~+~2~,.86 ~ 9 r~ 2 ~ ~ ~ ~ k~.; ~1~ i ~ ~,v:, .._..BR.aERi,=' U ~ ~ a ~ SEE INSET A ~ ~ r ~ ~ r_ , < < ~ ~ I~~1V iN:~NB CSC. ~ s,`~"; ~ ~l t ~~'i._"~G=;CUtB t ~ ~ t C',n~'~~P~~~ ~ 1 ~ 7, TIMES THE AVERAGE DAILY FLOW) FOR THE LINE OR ~ U ~ ~
t. E 1'" f R~~11P~~~ 1 ~I ! , rn ~ 4 ,,pp. CON, ~ ~ HALL REPLAC ~ , 1 , , ~ _ } q 1i ,._.a.,+~.. t~. 't».S ~ 1. d ' ~ ~ AREA OF WORK. THE CONTRACTOR SHALL SECURE I~.I z w
f~~ D ASP~A ' ~ ~ ~ ~ ~ ~ ATCH EXISTING. ~ ; ' ~ ~ _ ~ ~ ~ ~ ' ~ »v Yosos =c ors , ~ ~ yap _ ~E ~uFF.., , _ 1,~, , CONTRACTOR SHALL PROTECT AND ~ ~ ai , ' y,-zs ZaNE ~ ~ ~ ~ ~ ~ ~t ~ ~c ~^a~ ~7YSY~~~s ~ t 1 ~ 'j PUMPS FROM A PUMP SUPPLIER ACCORDING TO THE Z 0 N ~
~ ~ i I , ~ ~ ~ ~ ~ ~ , , TRUCTION , U ~ SUPPORT POLE ,CURING CONS t ~Q~ z~ ~Yt~PGY ! ~ ~ ~ n C) C~ Sti ~ s CST t~ ~ i PROVIDED FLOW INFORMATION. PUMPING OPERATIONS ® ~
! 'r ~ ! i ~ CONTRACTOR SHALL PROTECT ~ nl. ~ ~ ~ ~ ~ ~ ~ t MUST BE MONITORED 24 HOURS A DAY FOR EACH
~ ~ ~ r ~ 1 ~~+n4~ ~,4~. I I I I ~ PLAYGROUND EQUIPMENT. IF ~ , DAY OF THE PUMPING OPERATION BY QUALIFIED ~ PERSONNEL IN ORDER TO RESPOND TO PROBLEMS
r.~~~ Y7s~~~~~~:~, , (r~,~(rr,~ 1 ~~NECESSARY, CONTRACTOR SHALL ;K 1 r ~ I , I ' r ,~a ~ REMOVE AND REINSTALL TEMPORAR CHAIN 1,~ ~1 j OPE EMBANKMENT 3:1 MAX OR FAILURES. 100% REDUNDANCY IS REQUIRED FOR
~~s 1 r E E ~ _ LIMITS OF CONSTRUCTION ! _ ~ I r ~,i ~ ~ EQUIPMENT TO MATCH EXISTING LINK FENCE T E~~-- t, ~ SEE SH ITT C 4 IRUCTION AND STABILIZE PER THE BANK ~ ~ PUMPING OPERATIONS. IN ADDITION, BACK UP PUMPS SEAL 6p"11~~~~~~0
F~~-.z~~.7~' ti ~ ~~~Y, ,°F!~ICF ~ Ei ~ t ~ I ~n 1 , c~ n . ~ ..C , t P .r ! ~ i~~~~~ (3R G~~;rt~:Y~3~~r o' 1. FOR ALIGNMENT ~ STABILIZATION DETAIL, SHEET C-07 ~ ARE TO BE CONNECTED TO THE BYPASS FORCE MAIN CARO°'~''•,
r b ~ I ! I. ~ r~ ~ r r ~,T l , z5o.7.~ 1 ! ~ ~ ~ .~~Tz~..~ ..~~~~Q f~ ~~da O ~ AND ROFILE ~ ~ ~ 1L TO FACILITATE IMMEDIATE USE UPON FAILURE OF THE
1 ~ / ~ r , ~ LIMITS F CONSTRUCTION r k 1 ~ ~ ~ i'J ° R D z~ ~ !n"~ ~ ~ 1' NOS 3k~ ~4I3A~P.LY l PRIMARY PUMPS. F G SILT FENCE ~ox~n~~>~PO ~ oNrx
Y r,~ ~t ~ EASEMENT (TYP) ~~!?3., _ _ _ i ,r~1~ I ~ ~ ! ~ ~ ~~E cT?r~,~~ ~nc~L:~~T~?~~ BOW 271.6 BOW 271.6 1 ~ 22127
r `j ~ ~,fl ~ ~tT . ~ ~ ~ ~ ~ , vPs Q'r-~;~r'iz ' 634 t I I I ~ s _ I_ , ~ ~ , l o 335~i., N--.. a l ~ ~ ( + 1 ~ r . ~
! " , p I ~ s f r, ; ~ ~ l ~ 1t ~c ~rh~ 17,~?a4r63 ~ - ~,,r~ ~ ~.1 ~ ~I I ~ BACK RETAIEviNG '1dALL ~ i~~ ~ ~ i r ~ 1 j
1,,,.. ~ / ~ 5 ~ ~ ~~h , ~ 1 : CONTRACTOR SHALL REPLACE CONCRETE
t ~ u n in4 ! Ih ~ ~~i~~ ' - ~ ~ ~ 1 r y ~I r ~ ~ r,~ ~ ~ ~ ~t,, 1 ~ ~ ~ ~ FLUME THAT IS DISTURBED BY ~ ~ ~ _
4 1( l ~ - I .o ~ r ~n f1 ! ~ / ~ ~ > T~ " ~ c ! 1 ~ CONSTRUCTION ACTIVITY ~ - ~/r~-~. ~t t (f ! `Vj ~ L,..._ wk Yf r ~ ( ~ ~ ~ 1 1 r ~..,~c`~/~ ~ H l V FA ~~yt7- O ~ / l _ _..'x"^.-..._.-,,, ^.v'." nr 1 i~t ~ i 1 F 1 ~ t 1~ ~r ! l~ ~ ~f""a.Y' { Iti ~ , ~ U ! ~ ` ~ vi -~~S?:.~~ r _ _ -----r-=
ti f k ~ ~ i ~ f t ~ i r i' ~ ~ ~ r d S ; ;r' ~ ~ ~ V ~ a,. ~i ' } 1 a ! k ~ ~ ~ ~t ~ ~ ~ ~ { ~ IP1~d i~1: 2i2.5T o _ ~ , ~ r ~ i ~ ~ i, i u . _ ° ~ ; KEY PLAN
~ ~ ~ y ~ ~ 1 ~ r ~ ~ ~ Y ~ ;nn ear ~~r,BS ~ r t 1 ~ ,11 ` ,n~ ` / ~ tr 4. ~2'~';,,,4<r.~,.x , ~ ~ ~ .1 ~ r !u~ , ~ I;~V ,?UT: 2!`.41 r
~ ~ ~ ~ , ~ ~a ~ ~ ~ ~ ~ ~ E ~ ~ ~ TOW 274.3 t ~ f .v ~ ~5 <b i ~ r ~ ern lr a~ ~ r ~ f ~ . i; ~ s~~ qq ~ _ _ ~,1 1 TOW 274.3 J ~ ~ 7~' ~ ~b I ~ '~DN~ ~ I
n~j/r~ tit , v ! ~ ~ ( ¢,AL ~ ~ ~ 4 ~ 2~J i,~l . (_ASE~.:~{~T ~ ~.'a~IJ~,L'tT1.~ 1. ~i ~ { ' ~ ~ ~ ~ ~ -t rnrC~ _ ~ ~ ~ t , I IMB ,m~.,, ( 9 ^ D R I r' ~ ~ ~ t ~ ~ ~ X67 , G 35~ TIMBER RETAINING WALL ~
~,1 ~ > ; ~ J ~ ~ i ~ ; / / ~ ~ ~ 1 ~ n --=--c~-' ~ SEE SEE .DETAIL SHEET C-06. t` ` e 8~'~ti ~ Rj I l~ rl
t ~ f / / ~ ~ n~~ ~ I r ~ ~ ~t,~ k is E, i 44 ,zT. ~ ~ s . r ~ ~y..--, ~ I ~ ~ ;~~v;~,,a4 ~ , _ EX. POLE (TYP)
P~ ..73.,suM:W3~ r`' ~ ~ ~ ~ ~ ~ ~ I ~ 7`, f ~ ~ ~ 1 i ~~ce~ i i i ~ i ~ ~ X11 -
6 ~ ~ i ,ra,,, ~ ~~f., _ ~ ~ ,r ~ c ~ l t i ~ TEN N
~ ~t ! ! ! ~ V . ~ s~1~~k.d Y . _.1 ~ G 1 , ~ . E GP=278. i 2 r r i~ y ~ ~ ` Qi~'~ ~ / ~ } ~ l ri` ~~i ^'J Y . ~ 1 ~ 1 ~ ~ { ~ ' ~ ~ 1 I r / ~ i n ~Qo ~ . ~-TENNIS couRT Z 1 ~ GRAPHIC ~~CALE
l ~ t ~ .t^~s' --c'R.. r 1 ~ ro< l i a . ,i~. _7~.,,~~ /1 ~ r a ~ 1 c, ~ ~ ~ ~ 40 0 20 40 80 160 ~ ~ / ti~ ~ I
1 ~ a~ t~ r ~ 1r ~ / ~ ~ ~ r u~ , G.i 5,,.42' i ' ~ ~ i ' ~ ~ ~ n. ` ~ ~ n 1 . % , , , , t ~ 1 I i r~ ~ ~ c
1 ~ ~ ~ 0, ~ ~ i , i' I Y3~~f GR tOR~,f~Rli~ INSET r,A~, SCALE
tab ±t t ~ ~ ; f ~ ~ ~ °'r 1 i ~ ~ a~t~
i / ~ ,i EJ(au -y ~ ~ ~ ~ II ~ ~ 1I s ~ , 1 r t1 1 f ' ~ I?~ 1039 , s 255a ~tJ , + ~t ~ i I i / ~Y~ ~ 1~.;^ t f r ~ ~ ~ 6 a~ f~~~ r ~ ~ ~ C~ k i I I fi^~ 1 ~ p ~(IV.) 1 V. SCA~~ ~ ~~=~0~ (IN FEET ) 1 inch = 40 ft.
~Q'~. ~`.'~~0~..°4 ~°.'~~a~ i j,,:°.,' s f y ~ ~ /i {~~I `s ~ ~ ~ ~ r~t ~ ' .~it~ ~li5~ .t`7 ~6~'u5g5i _ p~~ r ~ t~ ~ / / ~ 7 ~C I t E... i~ ~ f@i'
5 28 255
UTILITY IN TALLATIONS AND 0 ER PUBLIC FACIUTIE No. DATE BY Description
~ INCLUDING gDEWALKS AND HAN ICAP RAIdPS ARE BE
~ N ~ CODE. TH E FACILITIES HAVE EEN APPROVED BY E
_ ~ ~ j N CITY OF R LEIGH AND SHALL B SO INSTALLED UN A
.oO N ~ SANITARY EWER EASEMENTS A E TO BE RECORDED RIOR 2
280
E .GRADE > '
~ - SIGNATURES:
ENgNEER
O ~ o 0
00 00 ~O~m
275 0 =~o N 275
d'OON ~-FNNH ~ ~ REVISIONS
/ -FrNN ~ - ~ r = Q
O~ ;~N~zz
o ~ _ =a DRAWN BY JRS
00 of N ~ f~ ~ Z ? 2 01 \ U IC MWW
270 g + a ~ 100 YEAR FLOOD~I o ~ ewer o ec Ion x en slon s em DESIGNED BY :AR FLO EV. 270 274 MTB
~ m ~ - 100 YEAR FLOG ELEV. 269' , _ The City of Ral igh consents to th connection and a ension of t e CHECKED BY
rn d DATE 08/10/2009
V T-~ y J - Construction m thods used for this project shall confo m to -the s an ar s an peci ifcafions o e i ys P-u is of i an o0
~ f ~ ~ y ~ 100 YEAR FLOOD ELEV. 2 6 i y o a ei TITLE -
- -
285 - - - ~ - - _ _ _ - _ _ _ - - ~ - - - Q~ - - - - U`
i ~sa - a ~ ®0.57q e
J
FILE
, F OF _ _
- 243.68
- 16 260
J- 275.31 LF F - - PRO~ECTNO• .50005267
OF ° 98.89 F
255 255 C;~03
17+00 15+ 19+00 20+00 SHEET NO. 3 OF 7
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17

1 ~,i ~ W~'~ i 1 ~ ~ ~
~y ~ «a ~ G_
ro ~t ~ ~ s 't" ~ 7 rn t ~ ~ , ~ ~ k ' NOTES:
~ ~ ?a U' ~ ti* , t ~ I i~ i r,d ~ U,lq.f ~ a' rum ~ ~ 1 ~ 1. CONTRACTOR SHALL MAINTAIN VEFIICULAR ACCESS TO 15
My ~ ~ 6y~', ~ F,-, ro 7J ~ ~ t +z ~ ~ Cp Q ~ PARKING SPACES FOR SWIM CLUB STAFF AND GUESTS.
I _ ~ ury ~ i ~ ' i t ~ ~ °,y i 1 i ~ i` ! 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADA
~ r...„ r~ J w ~ % j t i COMPLIANT ACCESS FROM PARKING; AREA TO SWIM CLUB Dewberry & Davis, Inc.
ENTRANCE. 2301 REXWOODS DRNE SUITE 200
1 u~ ~ t ~ ~i ~2 ~ 1i t ~ ~ 1 rya ( 3. CONTRACTOR SHALL KEEP SITE SECURE AT ALL TIMES. RALEIGH, NC 27807 ! 4, CONTRACTOR SHALL MAKE TEMPORARY ACCOMMODATIONS PHONE, sts.sa~.ss3s
[ l0 ~ ~ ' ~ ~ l FOR DUMPSTER GARBAGE COLLECT°ION. FAX: [phone]
~ ur ~ 5. CONTRACTOR SHALL RESTORE ALL SERVICE CONNECTIONS NCBELS#F-0679
f DISTURBED DURING CONSTRUCTION.
~ If C? ~ ~ 1 ~ ~ ~ 1 ' 6. SYMBOLS CAN BE FOUND IN STANDARD LEGEND AND
ABBREVIATION TABLES ON SHEET C-02.
( , 7. LIMITS OF CONSTRUCTION = 0.73 ACRES 8. NO TREES OR VEGETATION SHALL BE CUT OUTSIDE OF
THE CITY OF RALEIGH EASEMENT AND/OR LIMITS OF
a;~ . ~ ~ ~ , ~y ~ CONTRACTOR TO REPLACE ~ ; ~ gym, ~ r I , } ~ ' CONSTRUCTION.
w~ ~ ~ ~ u~ ~ APPROXIMATELY 145 LF w 1 ~ ~ ~ ~ ~ i , l ~ ~ , OF CONCRETE FLUME TO 4{z~ ~ ~ 1
~ ~ ~ ~ ~ ~ i ~ i MATCH EXISTING, SEE DETAIL ~
SHEET C-07 ~
' ~ ~ ~ a~ a" i ~ ~~r ~ ~ it _ ~ ?-M' / ~ ~ ' I
I U' ~ ~.i ! ` ! i ~ ~ / ~ CHECK DAMS SPACED APPROX. ~ ~ ~ ~ ~ ~~~~a~ ~ ~
~ I ~ ~ 1,I ~ ~ ; m 14FT APART SHALL BE USED ~ ~ ~ ~ ~ e..
~ ~ i' ~ ~ ~~Si- ~ SHEET C-3..- ~ r ~ ~ r ~~CLONG CONCRETE FLUME ~ " a ~ ~ ~ ~ ~ ~ SEWER BYPASS PUMPING:
i Yt ( ~ ! AND PR~~ILE V3 ~ ~ • ' ~ ~ ~ ~ ~ ` ~ ~ ~ ~ A BYPASS PLAN SEALED BY A NC PROFESSIONAL ENGINEER.
f ~ ~ ~ ~ ! ~ ~ ~ ~ ~ ~1 MUST BE SUBMITTED TO PUBLIC UTILITIES PRIOR TO ~ ~
( (f ~ I . ~ .r ~ p .may ~ r 1 ' ~"I ~ ~ ~ ~ ~ ~ ~ ~ ~ M PUMPING OPERATIONS TO COORDINATE WITH ADMINISTRATION
ww ~ ~ i ~ ~ Iy fU t. ~ j ~ 1 ~ ~ I a ~ ~ ~ ~ p ~ ~ ENGINEERING STAFF. PUMPS SHOULD BE SIZED TO HANDLE ~ ~
sc GL ih rY ~ I c7 C ~ f ~J. ~ ~ ~ ~ ~ ~ ' THE PEAK DAILY FLOW (2.5 TIMES THE AVERAGE DAILY w ~ N
?Y (',~n ;,9 a,~ ~ I ! ~ ~ r.:i ~ i ~ 1 ! ~ G7 A.t SY.; ! ( `,xm, r ' 1 ~ W rfJ `~J' ~ ' FLOW) FOR THE LINE OR AREA OF WORK. THE CONTRACTOR ~ ~ Q
t!? ' ~ v!) m r- f ~ ~ t' ~ ~ itiT,+t N ~ ~ 6i qi~} I c~~ f I ~~,1 ~~~i , ~ SHALL SECURE PUMPS FROM A PUMP SUPPLIER ACCORDING rn W J
;q~. ~ a , ~ ~ ~ ~ CONTRACTOR SHALL PROTECT ( r r\ ~ ~ ~ ~ ..~,P 2 P r 1 TO THE PROVIDED FLOW INFORMATION, PUMPING OPERATIONS ° ~ 0
~~5~ I ~ f ~ rcz_ ,,v co ~ s •2 i „t ~ ~ ~ AND SUPPORT POLE DURIN `r~ 1 ' ~~R~~~~S~ r~~ 1 MUST BE MONITORED 24 HOURS A DAY FOR EACH DAY OF ~ w Q ~ ~ ° i~~, THE PUMPING OPERATION BY QUALIFIED PERSONNEL IN ~ ~ v
r~ G ~,b ~ CHECK DAM TYP I j ~ e.~;t ~ ~,t ( o~ ~ ~ne ° ~1~~' tick ~ I ~ ~a ~ 1 ~ \ CONSTRUCTION «L; r ~ ~ ~ ~ ~ ~ • ' 1 t c~ G~~,~ ' ~ ~ ~ ORDER TO RESPOND TO PROBLEMS OR FAILURES. 100 > w d ~
l r,~ , r- ~ lk ~ ~ ~ ( ~ ~ 1 ~ r ~ [ ~ 1) : ' ~?i - r LIMITS OF CONSTI~1~Tl0;N ~ ~ G~ E ~ REDUNDANCY IS REQUIRED FOR PUMi~ING OPERATIONS. IN ~ ~ ac
~ ~ ( CYO 1 1 l F~ ~ F r~ l ~ ~ •w~ ~ ~ I ~ _ _ _ . N _ _ ~ _ _ _ _ _ r-~~`~ A,a ~ ADDITION, BACK UP PUMPS ARE TO BE CONNECTED TO THE. ~ Q ~ Z
( (n ~ ~ ire ~ ~ ~ ~ ~ i ~ ~ ~ a ~ ~ / J, C7 ~ ~ ~ ~j _ q I ~ I ~ BYPASS FORCE MAIN TO FACILITATE IMMEDIATE USE UPON ~ _
, u~~?~.~~° 9 1 FAILURE OF THE PRIMARY PUMPS. ~ ~ ~ ~ ~
~ f r~ a ~ U ~-G. r.: _ ~ F ~-r~ ~ ._~L_~t-~-- = ` i ~ ins i ~ (2~J29 cry-~,- ~ ~~e ~ ~ s>3~~ ~ ~ ~~~,r ~ ~ 0 ~ ~a ~T~ ~ ® ~
v - ~ ~c . 2~ c ~9 ~ ~5! , -r.~. $'~.=LIP=•'-- , r-- ~A . - - - ; ~ - - - - - - - g
fi ~ ~ ~~~-6 n 'ice ~ ~ _ ~ t - ~ ~ - ~2? _ z~ ~ ; ? ~ ~ ~ ~ SLAY s~~`---..~ ~3p'~,..,. rn
1 ~°„1 ,a G4 t+ ~ ~ _s--- ! ---41..,u.-_. W C9 ~j't ~ f~. 4
E i .z a w t-. 2' Q ~ rl 7 ~
r 5 l.J y ~ ~ ~ L ~ ~ ~i;.~~t ~ t nr r I ~ = L ~ -~~t1- ( ~ ~v4 i~~' ~•2~ O~ ~ ~ Gg'~'~ ~ ~ ~S
t ~ ~ ~ ! ,,dip,, / ~ ~R ; ~ ~ ~ ~~p0 ~ _ ~ SEAL J~~~~~u~~R~~~~~~~~
1 ~ » ~ 1 ~ ~ ~ , f - X93 i ~ ( r
/ ~ ~ r s~. Ef ~ r ~ ~ ( , ~ ~ ~ C o / ~ ~ ~ ~ E'~---- ABANDON WITH CONCRETE- ~ 1` ~ F~ ~ , ~ ~ y ~ ~ c-~.~, 20,0 _S,~ ~ ~ I ~ ~ ~ cr
k , r ~ / ~ i ~ ~ ~r ' :~~b0~1 Wf H SON, RETE= o fl inac ~ ~ 6e~ ~7 6:t 7 t R, r ! f ~ _J I ~„I ` / ~ { V i \ C € <Q ~5t ~Lq ^J ,q } , ~ -...---.---AND BENTONITE PLUG ; ~ . - ~ n n n ~ ~ ~ ~ ~ ~ 1 ~oR i~l~~ ~ oNi~
b ~ ' - , r , ~ ~ AND ~N`TO~11TE PLUG ; ~ ~ rn~ /
; w°;'`- CJ ~ ~ ~ ' r~ t 7 ~ ( ~ ~ I ~ I J ~ ~€e 1 ~~i Ir ~ ~ ~ w :,.r ~ ow i C~J ` ~ ~ ~ ~ ~ ~ 22127 ~~as~ I ~ ~ ~ 'FHA Y.;r'•
r
• ~ ~ ~ ~ ~ ' i / . . ~ 9L~E(~ QS CO~TROL PE~OD`UCT ~ ~ ~ ~ ~ ( i ~ ~ k ~i r I A, ~ r G SHALL ;BE ~ LONG ~EMB~ANK~M~NT
~ ~ ~,r..~ ~ ~ ~f ; i ~ ~~~MEDI~TEGY O. OY~II~ SAN~I,TAR` SEWER . ~ ~ 1n ~~~"~Rr„roe®R'
~ «u. ~ ~ ! ~~~I j I, I~~~~Y~L~A N A R`r7~~IMATELI~ 200 LF SONG
~ ~ z i~ ~ ~,E r I~ ~ ~ ~ I ~ TIDE DISTURf~~~3 REA. ~ ~ ~ ~ ~ ~ ~ KEY PLAN
~ ~ ~ ~ f ~ as ~ ~ ~ 4 ~ ~ ~ / v; ~ I ~ , , i r . CONTRA _OI~ Sl~AL,L P~OVID , ~ ~ 4~: ~ ~ , r
~ , ~ ~ ~ CLEANO A~fD~~ NI R'( t ~ ~ ~ ~ w h ' ~N~,°.+i Rai ( ~
f / l ~ ~ ~ ~.F ~ \ a~ , ~.---._._w SEWER !~E`t. E ~-AND ~ i I . 1 ~ t ~ .,N ~ t.~ ~ .1 ~ _ ~ ~ 1) W ~ ~ ~ ~
~ ~ I j ~ x(~~ ~ ~ 1 ~ n ~ CONNEC~' T~$-_..D.I:'~PIPE~ t i ~ ~ ~ti~ ~ ~ ~ ~ e ~ n,, , , ~ 1 ~ a
~ c~ \ 1 ~ t 1,~~ l ) r
jam,, t'. w 4d 1 i ha ~ J ~-^-p / ~ ` \ t " ~
~ ~ r~ ~ t ~ y 1 ~Y ~ ~ ~ ~ ~ h,~ ~ ~ ~ ~ ~ ~ i ~ ~ ~EE?SHEET C 3 N~ ~ , A, ~ ~ ~ ~ w
~ ~ ~ „ I : ~f0 ALIGNMENT ~ ~ \ ~ ,1~ , ~ ~ ~ ~ GRAPHIC SOLE '~i ~ ~ .
~ ~ I ~ ; i I AN ,PROFILE r - k~~={---~ ~ , G,~~: t` ` I~ $ 40 0 20 40 80 160 '
G' P ~ i r7 ~ 1 ( --`i--_-r.--. h°i 1.-..-; ( .,~j a ` 4- t'~ ~ >j , ~ t"r ~ ; - I ~ , tt P ~n.,~,,~~ ! u~ y 4 ~ r W r ~ ~ ~ ; ,r=' SCALE
~z ~ ~ °
'lit ~ , i ~ r;q ~ w~ c~S ~ ~ a~ ~t-- fir. ~,_.w (IN FEET }
11 ~ r , { , , M.,7 r, p ~ nH ~ ~ €c ~ ~ ~ ~ c ~a, ~ ~ . c+~ ~ a ~ ~ i inch = 40 ft.
265 285
- No. DATE BY Description
~
,I .i
~~N - ~ . Cti hi ~ U UTY INSTALLATIONS AND OTHER PUBLIC ACIUIIES,
260 C STRUCTED ON AU. EFTS AS SPECIFI BY THE CITY 28
2(;CLGZ CI OF RALEIGH AND ALL BE SO INSTA D UNLESS A A CHANGE IS AUTHORI ED BY WRITTEN APP OVAL PUBLIC
EX. GR DE o ~ ~
FlNAL ACCEPTANCE
co • co
'ON / 00 ~N~ 275
275 0 o N
= v °o °~o'~
~ ~ P BUC U1IUTIES ~ REVISIONS
o / .Q AFFlC ENGINEER _ DRAWN BY JRS
.n ~ it ? ?
C NSERVATION ENGINE R DESIGNED BY MWW
270 27 MTB
J CHECKED BY
DATE 08/10/2009
f
TITLE
City's p blic sewer system s shown on this p n. The material a d
~ yo stondo sand ~ecification of the City's Publ Utilities Handbook 265
265 5 .3
City of leigh
Public U Titles Department Penn t ~
3} Authoriz tion to Corbstruct I
Date
260 6
PROJECT N0. 5000526
255 255
ka~04
30+00 31+00 32+00 SHEET NO. 4 OF 7

1 7/a" ~~a
'NIMUM
1" LETTERING MINIMUM A/G WEIGHT COVER 120 Ibs. MINIMUM NEW CONC, TO BE 3000 PSI SAW CUT & REMOVE FRAME 262 1"
EXISTING PAVEMENT, RECESSED FLUSH 1" DIA. SMOOTH BAR BORE 1 1 8" DIA,1'-0" OVER 170 1/4" o
1'-6" 9" ON CENT R ALONG CUT TOTAL 432 5/8 EXIST. CONC. FINISHED GRADE _ Dewberry & Davis, InC.
Y. p \ \ \ \ \ \ 2301 REXWOODS DRIVE
n ~ d , C ~ ,.p, s' - Y o ® / SUITE 200
, • .d; ~ 3 1 DIA, HOLES / RALEIGH, NC 27607 PHONE: [phone]
2" ~ ~ AT 120° ~ i 4,. FAX [phone]
6" COMPACTED \ EXPANSION JOINT MATERIAL AND P 9~ NCBEIS # F-0679
~ MASTIC SEALANT, AS REQUIRED -c N0, 67 STONE 1 -0 BY THE N,C,D,O.T• STANDARD SPECS. A A 23 1/2" ~ TYP. ~ RY ~ Fw ~ FINAL
BACKFILL
`--UNDISTURBED SOIL tiQ ~ E BACKFILL, TAMPED ® H QO 3 IN 6" LAYERS. % ~ ~ S~
`r PIPE ~ o O UNDISTURBED SOIL
NOTES; ` TYPICAL LIFTING DEVICE
i\ ° ' 1. SEE TRENCH BOTTOM DIMENSIONS
O.D. OF & BACKFILLING REQUIREMENTS. 12" PIPE 12" 2. PAVEMENT CUTS OVER 5'-0" SHALL BE 2 7/8" ~
REINFORCED TO N.C.D.O.T. STANDARDS. t.:...ti ~ .
CONCRETE PAVEMENT PATCH
® 25 1 4" INITIAL
NEW ASPHALT / 23 3/4 NOTES, BACKFILL
'-0" TYPE i-2, 2" MIN. '-0' FEATHER TYP• PLAN FRAME 182 Ibs. SPRING LINE 67 STONE LAGSHIELDS ONLY MAY BE USED .•e8°o~° o °~~a`~ #
IN ROADWAY APPLICATIONS. °a°° ° ° °
7 1 /2~~ • 7 1 /2" HAUNCHING PIPE GRADE ° ° ~°8 °`~°8,~ 4~. BEDDING
EXIST. SUB-BASE 12" ABC 28 1/4° ° ~ °a°
5/8"x3" LAGSHIELD IN HOLE
~ UNDISTURBED SOIL i 3/g° 26, 1 24 3/4" DRILLED INTO CONE OR RING TAMP WELL UNDER MINIMUM SIDE
BACKFILL, TAMPED ~ IN 6 LAYERS ~ WITH ANCHOR SUNK TO DESIGN BOTTOM HALF 6" O.D. OF PIPE 6" ?CLEARANCE ~ N ~ o
~ NOTES: 33" i:: DEPTH AND 5/8"x3" HOT DIPPED OF PIPE W Q N
PIPE 1. PRIOR TO ASPHALT LAYING, PRIME COAT GALVANIZED LAG BOLT AND H ~ Q
APPLICATION SHALL CONFORM TO 7 1/2" N.C,D,O,T, SPEC. SECTION 600. GASKET IN VERTICAL WASHER. NOTES, fA ~ Z W J
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS ~ ~
2. SEE TRENCH BOTTOM DIMENSIONS 1° FACE ~F OVER „ O.D. OF & BACKFILI.ING REQUIREMENTS. SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND ~ ~ W Q
12 PIPE 12" RING MUST BE L VE TA V BRACING. d J U O W J I
_ ANCHORED IN 2. NO ROCKS OR BOULDERS 4° OR LARGER TO BE USED IN INITAL f" C7 ~ BACKFILL, ~ Q ~ O
ASPHALT PAVEMENT PATCH NOTES, 24° ACCORDANCE N.T.S. 3° 28° WITH S-25 Z
1. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERABLY A MACHINED SAW CUT. 34' 3. ALL BACK FILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. U } _ X Q
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED 4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" W D' U
TO A DENSITY OF AT LEAST 9`~ OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT. 4„ IN NON-TRAFFIC AREAS. Z N Q
3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH ASSHTO T-SD A T C T I INS C I ~
AS MODIFIED BY NCDOT.
- I T P.V.C.
4, THE ENTIRE THICKNESS /VERTICAL EDGE OF THE CUT SHALL BE TACKED. N.T.S.
WHICH EXISTS SHALL BE REINSTALLED BUT IN NO CASE 5/B° ~ 5. THE SAME DEPTH OF PAVEMENT MATERIAL , SEAL ®0,,~euu?~,,a~~
SHALL THE ASPHALT BE LESS 2" THICK. STAINLESS STEEL RED o°a t'~ ~ARO °'s. _
TYPICAL LIFTING DEVICE 6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTEO THOROUGHLY TO ACHIEVE SECTION A A SMOOTH LEVEL PATCH.
5» ~~pp~~. G ;FOR~VI~P~~P(~'ti ONLY
TAP ~F OVER AIL T T V
A 22127 i~
N.T.s. E F VR VVATETI T NIA L DARD TAN SEE C. OF R. STANDARD °~~~INE~•Gw.~
0000000 0000000 N.T.S. O O O MANHOLE COVER ~q
A q~~ue~nn0a
SIDE ELEVATION cv~ , o ~ a 6" • I 2'-0" ' a -
PLAN
SLIP RESISTANT .SLIP RESISTANT CLEATS tD KEY PLAN I
iv NEW MANHOLES USE AN APPROVED BITUMINOUS BASE SEALANT THAT SHALL BE APPLIED TO
THE TOP OF THE CONE SECTION TO PROVIDE A WATER 1iGHT SEAL.
MANHOLE CONE AND BARREL
,a SECTIONS SHALL BE AS PER
12" ASTM STANDARDS. ' 'TO 6'DIA AS RE 'D
ELEVATION ECCENTRIC M.H. CONE MAY
#3 OR #4 REBAR ~ ~ m "0" RING SEAL BZ ~ SEWER MAINSI O", AND
4 ~--.I ~ a OR RAM -NEC
CORROSION REST; (RUBBER, PLASTI ;ORROSION RESISTANT MATERIAL ; ~ ~ 4~ ; RUBBER BOOT ,RUBBER, PLASTIC) c SCALE
EXTEND OVER INVERT ~ LATERAL INVERT SHALL
did., a..a... D. u • ~ NOT BE LOWER THAN MAIN SPRINGLINE.
...d +.P •Q dp D -~•Q. EXISING SEWER MAIN c ' ~ J
0 ° 9 ° SECTION A-A ' " " ' ~ ~ WHEN MANHOLE TOPS ARE IN
• p• GROUT 4" EXCESS OF 3' ABOVE GRADE
'~°•.a. TNT N L TA OUTSIDE STEPS MUST BE PROVIDED. • AN L STEP ET IL SECTION A-A g"-1 MANHOLENDSTEP DEITAIRESISTANT
' •o ..p N.T.S.
~T : ~ • ~ ~D.- Q . • c SEE SEWER DESIGN, SEC. IV, No, DATE BY Description
/ / .v \ Q ° PARAGRAPH A.1. OF THE CITY OF RALEIG • "da • ,a PUBLIC UTILITIES HANDBOOK.
,a a 6 • .a
4 a.:: MIN. 9" COMPACTED ~7 STONE
a a 9" BASE TO BE INSTALLED
~ .'v P ~.D. p Q Q. ~o v • ' .l. UNDER NEW MANHOLE
SECTION AT RIGHT ANGLE TO EXISTING MAIN _ n ^ IN NON-TRAFFIC AREAS, TOP OF
FINISHED GRADE H H FRAME AND COVER SHALL BE INSTALLED A MIN. OF 1' ABOVE
4'-0" FOR 8" TO 12" MAINS ~ ~ FINISHED GROUND SURFACE. :a
5'-0" FOR 15" TO 30" MAINS o • n
6'-0" FOR 36" TO 54" MAINS
FINAL BACKFILL 4 'Q Q
NOTES: , REVISIONS
d 1. FLOW SHALL BE MAINTAINED a ~ '
'p • 4 ° o " UNDISTURBED SOIL DURING CONSTRUCTION. GROUT )IL T IAL CAST A IA E HOLE JRs DRAWN BY
2, THIS DETAIL TO BE USED ~ ' N.T.S.
WHEN A 6" OR LARGER ' ° 2'-0° DESIGNED BY MWW
LATERAL o .a . . . NECESSITATES ~ 6" 6" . a .
CONSTRUC110N OF A NEW INITIAL BACKFILL' CHECKED BY MTB
MANHOLE. SAW TO CUT SPRINGLINE DATE NOVEMBER 2010
3. SEE STANDARD DETAIL
S-20, FOR PRECAST MANHOLES. e o . .p p . • ;a. TITLE
TRA TOR SHALL ~ • ° ' . ~o ~ ' 4, THE CON C • ° , . a a ~ ~ o > • D 6 #67 STONE
MINIMUM SIDE CLEARANCE ,p . a • D • '4. < . a . a ...a p a WHEN ROCK IS PROVIDE A MINIMUM 6" COMPACTED CE
67 STONE BASE. EXISTING SEWER MAIN ENCOUNTERED 12" .D, OF PIP 12° MAXIMUM SIDE CLEARANCE JCE UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, L
5. FOR USE ON DIP AND PVC ONLY. SECTION ALONG CENTERLINE OF EXISTING MAIN INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY
NOTES: CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE I L
1.TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN TAKEN CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A
FROM THE INSIDE FACE OF THE SHORING AND BRACING. A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. I TI TI I L LE I HA (TABLE MATERIAL. A KFI MATER AL S LL BE SU <FILL SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL ACCEPTANCE.
TA A ALL BAC LL 3. I NON-TRAFFIC AREAS,
4. BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS, 12" IN NON-TRAFFIC N.T.S. 5. ACHIEVE 80% COMPAC110N IN NON TRAFFIC AND 95% COMPACTION IN TRAFFIC AREA' J TRAFFIC AREAS. SIGNATURES: PROJECT NO. 50005267
6. IF IN EASEMENT, 4" TOPSOIL AND 12" CLEAN SELECT FILL IS REQUIRED. RED. ENGINEER
7. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED.
I' PUBLIC UTILITIES
TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIRI ZEVI E ENT TRAFFIC ENGINEER
FOR DUCTILE IRON & REINFORCED CONCRETE PIF ®TE PIPE. CONSERVATION ENGINEER L;~05
N.T.S.
SHEET NO. 5 OF 7

eh`
A Dewberry & Davis, Inc.
PIPE CROWN 2301 REXWOODS DRIVE SUITE 200 450 450 RALEIGH, NC27607
PHONE: 919.881,9939
FAX:919.881,9923
9~ry SADDLE NCBELS # F-0679 ,oy 9`
4.00"
~rG A,~ ~A~~ PIPE
A 9f~r SPRINGLIKE
TAPERED SPIGOT SOT ~0 9~r
PROJECTING 1/2° r /2' 9rF r~
STANDARD 4" BRONZE CLEANOUT PLUG qc9 BEYOND D.D, OF d
TIE-BACK TIMBERS UNIFY THE MAIN 9A T ~ ~y , 9A FT qc+
STRUCTURE WI H ~ ~ Ao ~cti TF~FdA i0p~y~y upA~ Lc A~
RE-BAR THROUGH I ? ~ TIMBERS MULTIPLE LEVELS W ~ d
N z Ar AF
~ ~
N
~w~ ~ r sT ~ I ? ? D d TUB STM C-361-77 RUBBER
I ~ ~ ~ SUP TUBULAR GASKET SUPPLIED CEMENTED TD SPDT WELDED
~ < ~ D SAD SADDLE HFLD ~ E.5° ,n
_ n r ~ RE BAR '0 ~
THROUGH D ~ ~ c1 ALL W W C Z D Z H CO~ N ~ O ® ~ P~+
CONNECT EACH I I D ty ty -I ~ i r-ITl r ? 45° CAST IRON ~ ~
LAYER TO THE SADDLE
LOWER LAYER WITH I ~ c ~ ~ ? IK ALTERNATIVE RE-BAR ANCHOR ° v n ~ 'T SP ES PIPE CRGWN ~
~ ~Z c ~ ~ r~ ~ ~ ~ ~
r~ D N r N TYPE C304 STAINLESS W Q STEEL T-BATS d ~ _
(/f M r (7 ri
? ? ~ C TYPE C304 STAINLESS FLOW ~ > 24 GA. TYP. C304L NUTS AND WASHERS ~ Z l!!
1-i H N.T.S r STAINLESS STEEL _ ~ Z
H Z F-i STRAP X Q _
H ® wu_~
~ ~ ~ NOTES SAD NOTES SADDLE TO BE z N Q
CLEANOUT FERRULE WITH PLUG ~ H GENECO E4i ~ r GENECB E40 OR EQUAL 0 ~
r~
STYLES ACCEPTED:
INVERTED NUT SEAL ,,,,,,`,~e~CAROe,~''s,
RAISED NUT
CITY OF RALEIGH F ' :FOx~n~P~~ atv;~
.DEPARTMENT OF PUBLIC UTILITIES 22127
4" CLEAN~UT PLUG ~ FHG I Nti~~' G~' ee
DWG, NO, REVISIDNS DATE REVISIONS DATE
3-1-87 RRH 3-30-00
S-34 D,W,C, 3-27-98 KEY PLAN
PROPERTY LINE MUST BE 2" BELOW GRADE
\ \ \
/ ~ - PROPERTY LINE
FINI H GRADE =III III=1 PERMANENT S ED
CAST IRON CLEAN OUT WHEN SEWER CLEAN OUT IS EASEMENT LINE IN PAVEMENT IT MUST BE
INSTALLED INSIDE A VALVE BOX
WITH COVER, LABELED 'SEWER'. CURB-~-':?.'~~/ / / / / / / / / /
PAVEMENT PAVEMENT OPTION • ~ FINISHED GRADE
; ~.a , , , , CAST IRON CLEAN OUT
. • , . , . , , , . , . • . . . . . . . e• : • • • • CURB ~w'{. SCALE
, PAVEMENT J'~~
dye; 'i:~::.~y:,+•'•i s;'~-~'1////////////////
4 D.I. OR PVC PIPE • ~
1 PIECE OF PIPE EXISTING 8„ 10" OR 12" TAPPING SADDLE":::•:•:::•::••~..:.:•::•:;:~::~:::~:•:~::;•:~:~:~:•:•:•::~::~:~:•:~~
MANHOLE OR IN LINE WYE „ . • FOR ABS OR PVC INSTALLATIONS, 4 D.I. OR PVC PIPE
SADDLE AND BEND MUST BE BEDDED 1 PIECE OF PIPE
AR IN 67 STONE. FILL ANNUL
VOID WITH MIN. GRADE 1~ BE DING AND HANDLING MUST COMPLY WITH REQUIREMENTS SHOWN NON-SHRINK 1.0' EXTENSION WITH ON THIS DETAIL SHEET. .
GROUT PERMANENT MIN. GRADE 1% N0. 4 BARE CU GROUND WIRE, WEAVE No. DATE BY Description
4" D.I. OR PVC PIPE PLUG CAP 1/16" OR 1/8 "D.I. BEND . THRU FENCE FABRIC AND CONNECT TO
4" D.I. OR PVC PIPE PERMANENT FLEXIBLE CU STRAP AND GROUND ROD
PLUG CAP (AT ALL CORNER POSTS)
>12" DIA. SEWER BARREL OF PIPE TO COMBINATION LONG TURN PATTERN • • • • • • • • • • • • • • • MAIN 1 8" BEND
R D SOIL Y AND .~:•~5' SEWER SADDLE REST ON UNDISTU BE /
BARREL OF PIPE TO Y AND 1/8" BEND EXTENSION ARMS (TYP.)
• •A a .:;•:•:•,;EXISTING REST ON UNDISTURBED SOIL a a' a • n a.. • ' • .a ° . MAIN
1.0' EXTENSION WITH 10'-0" MAX. SLEEVE COUPLING
NOTE NOTE: THE FULL LENGTH OF THE SERVICE DITCH THE FULL LENGTH OF THE SERVICE DITCH ON LINE POST (20'-0" O.C.)
BE COMPACTED IN 6" LAYERS WITH MECHANICAL TAMP. BE COMPACTED IN 6" LAYERS WITH MECHANICAL TAMP.
ALL SERVICES SHALL BE INSTALLED PER ALL SERVICES SHALL BE INSTALLED PER
CITY OF RALEIGH SPECIFICATIONS. CITY OF RALEIGH SPECIFICATIONS. COMBINATION LONG TURN PATTERN
NE POST BRACE REVISIONS
o (TYP.) OP RAIL DnawN BY JRS
N.T.S.
4 COAT COLOR SYSTEM (BY OTHERS) ~ BOTTOM OF POSTER DESIGNED BY MWW
FENCE FABRI BOTTOM TENSION
NOTES WIRE (TYP.) CHECKED BY MTB
1, The pavement cut shall be defined by a straight edge y: NOVEMBER 2010 DATE
and cut with an approved sawcut Machine, t ~ TRUSS ROD
2" MIN ASPHALT SURFACE COURSE. 2, The trench subgrade Material shall be backfilled FINISH GRADE ~ ~ WITH TRUSS ~'f TITLE
with suitable r~aterlal and compacted to a density N TIGHTENER r~'
_ _ _ 6" CABC, of at least 95% of that obtalned by compacting a - - - - - - - - = I=III=III= sample of the material in accordance with AASHTO
~-III-III-~ I I-~ I I_I I I-~ ~ I I-~ I I-III I I _ _ 6" TYP. 16»
= I I=III=~ I ~=I ~ ~ ~=I I ~=III=I I ~=I ~ i=) I I=III=~ I ~ I=-~- COMPACTED SUBGRADE. SEE T 99 as modified by NCD~T, ' ' 3. The final 1 of fill shall consist of ABC SPECIFICATIONS FOR REQUIRED
MATERIALS. material compacted to a density equal to 100% P I~~ 5" - 3,000 SI ~ DIA. 10 FT. LONG SOLID CU
NOTES: of that obtalned by compacting a sample of the CONCRETE FILL CLAD STEEL GROUND ROD DRIVEN TYP. ALL POSTS FLUSH INTO GROUND (TYP.)
Material In accordance with AASHTO T-80 as
1. SUBGRADE COMPACTED TO A MINIMUM 98% STANDARD Modified by NCDOT,
PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 4, The entire thickness and vertical edge of cut IL I LINK ETI
N TWO LIFTS shall be tacked, 2. ASPHALT SURFACE COURSE TO BE IN LAID I 5, The sable depth of pavement material which exists
shall be reinstalled, but In no case shall N.T.S PROJECT NO. 50005267
ine aspnatti ne less tinan c tinICK,
PYPICAL TENNIS COURT PAVEMENT SECTION 6. The asphalt pavement material shall be installed
and compacted thoroughly with a smooth drum roller N. T. S to achieve a smooth level patch,
7. No hand patching allowed.
SHEET NO. 6 OF 7

~r•
APPROXIMATE EXISTING GROUND ®f .e.
OVERFLOW e
WIRE SCREEN SEDIMENT LADEN FILTERED WATER a Q4
RUNOFF ~ .•'•,,g~ y~,~' 2o~a~e TIE TO GRADE ~t o ~Z~i .
~e a6 t CURB INLET Qe~a~ ~~o m; o~ tia
~t ~~9oa INSTALL BLACK WILLOW OR ~ ~ - Dewberry & Davis, Inc. , 2301 REXWOODSDRIVE
o~gb a Bo Z: ~gb a Ba a ~ SILKY DOGWOOD LIVE STAKES z~ m 3 ft NI=-FGA SUITE 200
-,Baba B® °'o- SEDIMENT ~ ~ ~ 6~ a~ ~ ~66696a6 ab 8a a Bba86ab ~ 0 C) MIN. 5 SPACING `S ~a86~ °9aQca~ee~ceca°8ab~a4aB a°Daao a Cf ~ ri ~ a ~ M d RALEIGH, NC 27607 • -ly ~ .H¢ PHONE: [phone]
e~d~a~o~a~°o°~°oa4° e6° o°a°~ a°~°o~°Fa4~a$®°°®®® WIRE SCREEN ~ > ~ FAX:[phone] yN ° VARIABLE. a® NCBELS # F-0679
RAVEL FILTER CONCRETE BLOCK 2"x 4" STUD BRACE URB INLET t DIMENSION; lid WIRE MESH ° p
CLASS II RIP RAP GENERAL RTES: SEOEMENT CONTROL STONE
BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER OR LARGER o USE N0. 5 OR N0. 57 STONE FOR SEDIMENT 2 ft
0 CONTROL. 1 ft min ~
SPECIFIC APPLICATION MAINTENANCE USE NAROWAflE CLOTH 24 GAUGE WIflE MESH
a n WITH ~ INCH MESH OPENINGS. " ~ lit !~d m ~ !L
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB 1. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS a a INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO .MADE AS NEEDED. COMPACTED INSTALL S FT. SELF FASTENER ANGLE STEEL ~ ~ M POST 2 FT. DEEF MINIMUM. ~ ® .
PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. 2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL NATIVE SOIL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN ~ x SPACE POST~A MAXIMUM OF 3 FT. N ~ ,3~
DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A GEOTEXTILE SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. FABRIC 1/d WERE MESH O
D SEDIMENT CONTROL STONE .
3. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. ~o i ftmin
INSTALL 2 LAYERS OF FOOTER ~ D WATER FLAW -us• ti'~80°°4~..,~ ~ ICi mi W o o r W
L T STONES ALONG BASE OF EMBANKMENT x
N.T.S.
~ ' STEE! POST - 2 ft DEPTH z ~
1~ W%RE MESH w ~ ~ 2 ft ~ o
R1 i~ N ~ J t~0
NOTEs Lu W ~ cu
AND A PL IN ED I H EED F ~~~z
1. BANK TO HAVE SOIL FILLED VOIDS IN BOULDERS FOR WILLOW LIVE STAKES. see SHEET t OF 1 S'IIEET t OF 1 W ,j
SHOULDERS SIDE DITCHES, SLOPES MAX. 3:1 . ( ) ~~1~~.®1) 1)616.®1~ ~ ~ ~
PLANTING RATE 2. FOOTER STONES SHALL BE 2 FEET IN DIAMETER OR GREATER DBIE IY2E U
W ~ I
AUG. 15 - NOV. 1 TALL FESCUE 300 LBS./ACRE NOV. 1 - MAR. 1 TALI FESCUE 300 LBS./ACRE ~ ~ ~
& ABRUZZI RYE 25 LBS./ACRE Z~o Q z
MAR. i -APR. 15 TAIL FESCUE 300 LBS./ACRE APR. 15 -JUN. 30 HULLED COMMON BERMUDA GRASS 25 LBS./ACRE L TI ET TAI I U ~ _ ® U W uQ. ~
JUL 1 -AUG. 15 TAIL FESCUE AND 120 LBS./ACRE
***BROWNTOP MILLET 35 LBS./ACRE ***OR SORGHUM-SUDAN HYBRIDS 30 LBS. ACRE N.T.S. / W Q~ J
~ =°N~
SLOPES (3:1 TO 2:1) 2:1 SIDE 2:1 SIDE
MAR. 1 - JUN. 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS./ACRE ( A~IMUM) ~ i.~- W -.-{Y~ (MAXIMUM)
MAR. 1 -APR. 15 ADD TALL FESCUE 120 LBS./ACRE
MAR. 1 -JUN. 30 OR ADD WEEPING LOVEGRASS 10 LBS./ACRE
(MAR, 1 -JUN. 30) OR ADD HULLED COMMON BERMUDA GRASS 25 LBS./ACRE JUN. 1 - SEP. 1 ***TALL FESCUE AND 120 LBS./ACRE
***BROWNTOP MILLET 35 LBS./ACRE 0 TREND RECTOIONSOFPFLOW ANDOOVERTTHE PROTECT VE M NCH LEL SEAL ~,a~`'~~,e CARp~`~'~,~
***OR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE
~p~' I G .FOR~L ONf~
SEP. 1 -MAR, 1 SERICEA LESPEDEZA (UNHULLED-UNSACRIFIED) 70 LBS./ACRE AND TALL FESCUE 120 LBS./ACRE ~'~F' IQQ~
- ADD ABRUZZI RYE 25 IBS. ACRE 5 M/ (NOV.1 MAR. 1) / ~ ~ 22127 i
G CONSULT CONSERVA110N ENGINEER OF SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMA110N J~' ° ~FNGINE~~
CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREA. THE ABOVE VEGETATION 5
RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS Q °g° 4 ARE POSSIBLE. ~ ~G ~ 18" OVERLAP ,,~~'9,~~„T'~BR~ Ore,, n\ ~
° `P ° ° ~ o co ~ - F R DESIRED PERMANENT VEGETATION. DO O~`' ~ o P ANCHOR NETTING JOIN STRIPS BY ANCHORING
TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON 0 ~ , NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE, MOWING, OTHERWISE FESCUE 0~ ° ~ IN A 6" TRENCH. AND OVERLAPPING. KEY PLAN
MAY BE SHADED OUT. ~
z
TYPICAL OLL I C TOL T
N E U TI T N.T.S.
1. OBTAIN GRADING PERMIT AND EROSION CONTROL PERMIT, 2-3" COARSE AGGREGATE
(COMPLYING WITH SECTION 2. INSTALL SILT FENCING, CHECK DAMS, AND JUTE MATTING SHOWN ON THE 905, NCDOT STD. SPECS.)
APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. 8' MAX.
3. THE CONTRACTOR SHALL PROPERLY GRADE, SEED, AND MULCH VARIABLE AS DIRECTED BY THE OWNER'S REPRESENTATIVE
WITHIN 15 DAYS OF INSTALLING THE SEWER AND MANHOLES. THE CONTRACTOR SHALL PROVIDE TEMPORARY SEEDING IN THESE AREAS
RIN AND GRUBBING OPERATION AND BEFORE NOTE: AFTER THE CLEA G GRAVEL PAD IS REQUIRED TO PROVIDE BUFFER AREA WHERE SCALE
INSTALLING THE SEWER IF THE AREA IS TO REMAIN UNDISTURBED FoR MORE THAN 15 DAYS. VEHICLES CAN DROP THEIR MUD AND SEDIMENT TO AVOID MIN. 12-1 j2 GA. MIN. 10 GA. INTERMEDIATE
TRANSPORTING IT ONTO PAVED STREETS, TO CONTROL EROSION N LINE V~IRES SILT FENCE FABRIC WIRES
4, THE CONTRACTOR SHALL MAINTAIN THE DEVICES ACCORDING TO THE NORTH CAROLINA EROSION AD SEDIMENT CONTROL PLANNING AND FROM SURFACE RUNOFF, AND TO HELP CONTROL DUST. NSTALLED TO SECOND WIRE FROM TOP
DESIGN MANUAL GRADE
5, AFTER THE DISTURBED AREAS ARE STABILIZED, AS APPROVED BY THE
OWNER'S REPRESENTAl1VE, THE CONTRACTOR SHALL REMOVE THE MAINTENANCE: TEMPORARY DEVICES AND PROPERLY DISPOSE OF THE TRAPPED
SEDIMENT. THE CONTRACTOR SHALL STABILIZE THE AREAS DISTURBED L =THE DISTANCE SUCH THAT PdINTS INSPECT TEMPORARY ENTRANCE/EXIT PAD ONCE PER WEEK.
DURING THE REMOVAL OPERATION BY APPLYING SEED AND MULCH AND AFTER EVERY RAINFALL. ACCORDING TO THE SEEDING SCHEDULE AND THE DITCH PROTEC110N A AND B ARE OF EQUAL ELEVATION
SHOWN ON THE DRAWINGS, REPLACE GRAVEL PAD WHEN AGGREAGATE IS CLOGGED WITH FRONT VIEW No. DATE BY Description
SEDIMENT AND/OR WHEN SEDIMENT IS BEING TRACKED ON
ROADWAY. ~ I- STEEL POST
- IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, NOTE: WOVEN WIRE FABRIC SILT FENCE GEOTEXl1LE FABRIC
' , A B WASHED OR TRACKED ONTO PUBLIC ROADWAYS. -USE SILT FENCE ONLY WHEN DRAINAGE AREA o
DOES NOT EXCEED 1/4 ACRE AND NEVER IN ~ . 3 FILL SLOPE
_ -I I AREAS OF CONCENTRATED FLOW N z ~ ~ i'OR REPAIR OF SILT g FENCE FAILURES, USE
~il- -I -
T L T T T AL i~~_ T IL -END OF SILT FENCE NEEDS TO 8E TURNED UPHILL. M F-"'r' GRADE No. 57 WASHED STONE. R FOR ANCHOR WHEN SILT
- ~ OVERT SKICRTV *R FENCE IS PROTECTING N LATCH BASIN.
ANCHOR SKIRT AS
N TS PACT TYI H DIRECTED 8Y OWNER'S REPRESENTATIVE
SIDE VIEW
N.T.S, REVISIONS
TYPICAL ILT C TAIL JRS DRAWN BY
N.T.S.
DESIGNED BY MWW
CHECKED BY MTB 3" THICK CONCRETE.
MATCH EXISTING GRADE MATCH EXISTING GRADE DATE NOVEMBER 2010
EXISTING SLOPES 2 2 I'_ ~ , - TITLE
2 -
N OF STORMWATER 0.5'- 1.0' VARIES TOP ELEVATIO ~
1 it) 1 ~
1:1 MAX. ' ~ ` #5 WASHED STONE x
VARIES ' I ' I- .
EXISTING SLOPE 0 moo"---- o"--..-30"-~ P u b I i C L
VARIES KEYED RIP RAP MIN. MIN. MIN. MIN. Sewer Collection /Extension System
VARIES #1 RIP RAP T IL The City of Raleigh consents to the connection and extension of the
#5 WASHED STONE NOTES: 1. PROVIDE CONTRACTION CONTRACTION JOINTS AT 10'-0° ON CENTER, MAXIMUM. City's public sewer system as shown. on this plan. The material and
SIDE VIEW PROVIDE EXPANSION JOII XPANSION JOINTS AT 50'-O" ON CENTER, MAXIMUM. Construction methods used for this pro~ect shall conform to the PROJECT N0. standards and specifications of the Citys Public Utlities Handbook. 50005267
NOTES: 2. 3.000 PSI CONCRETE MII
CONCRETE MINIMUM. ~ s_:_:_~
t. HEIGHT & WIDTH DETERMINED BY EXISTING TOPOGRAPHY blly VI IWlayll Public Utilities Department Permit ~
AND SEDIMENT STORAGE REQUIRED.
CONCRETE L T IAL 2. KEY RIP RAP INTO THE DAM FOR STABILIZATION. sET LINED CP, EL SECTION Authorization to Construct
N.T.S.
Date
DAM IL TYPICAL CHECK
N.T.S.
SHEET NO. 7 OF 7