20090955 Ver 1_Site Plan_20090901

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Dewberry & Davis, Inc.
~ , ~ ~ I. i ~ ~ 1~~~ 2301 REXWOODS DRIVE
~ ' l I _ 1 i ~ ~ t r':1 ~ rr - 11 ~ ~ ~ `i 1'~ r 1_ e~~ F: SUITE 200 "°~-u RALEIGH, NC 27607
a PHONE: 919.881,9839
r,' '_J ~ ~ 7 i i i ~ FAX: [phone]
~a ~ i ` y~ - i'' , r~:x;J NCBELS # F-0679
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N SHEET TITLE
C-01 TITLE SHEET scALE
C-02 LEGEND AND GENERAL NOTES
C-03 PLAN AND PROFILE
C-04 PLAN AND PROFILE
UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, C-05 GENERAL DETAILS
INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE C-06 GENERAL DETAILS
CONSTRUCTED ON ALL STREETS AS SPECIFlED BY THE CITY ~ CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE
o To Ralel ~ 9 CITY OF RALEIGH AND SHALL BE 50 INSTALLED UNLESS A C-07 EROSION CONTROL DETAILS No. DATE BY Description
X A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC 0
SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR
TO FlNAL ACCEPTANCE.
SIGNATURES:
° ENGINEER
PUBLIC UTILITIES
TRAFFIC ENGINEER
CONSERVATION ENGINEER
REVISIONS
ATTENTION CONTRACTORS P u b l i c
Sewer Collection Extension System DRAWN BY JRS
The Construction Contractor responsible for the extension of water and sewer, as
approved in these plans, is responsible for confactinq the CENTRAL The City of Raleigh consents to the connection and extension of the ENGINEERING DEPARTMENT at 831-6810, and the PUBLIC UTILITIES Clt~s public sewer system as shown on this plan. The material and DESIGNED BY JRS
Construction methods used for this pro ect shall conform to the DEPARTMENT at 890-3400 at least twent four hours prior to beginning any of . ~
standards and specifications of the Citys Public Utilities Handbook. their construction. CHECKED BY JLL
Clty of Raleigh DATE 08/10/2009
FAILURE to notify both City Departments in advance of beginning Construction, will Public Utilities Department Permit
result in the issuance of monetary fines, and require reinstallation of any water or TITLE
sewer facilities not inspected as a result of this notification failure. Authorizat(on to Construct
Date
FAILURE to call for Inspection, Install a Downsfream Plug ,have Permitted Plans on Job site, or any other Violation of City of Raleigh Standards will result in a Fine and
Possible Exclusion from future work in the City of Raleigh.
@1 ~ ~ _ ~ I i ~49-'~4
_ -i ~I ~ y-~ ~ y
Pao~ECT No. 50005267
~I1
UM Ii
16" SEWER 1197 LF Sap 2009 L1
DEAR • ~AIIR QtAIITY C-012
RANnsa~osTCfiMWATE a cs
SHEET NO. 1 OF 7

1 I``®®®'
STANDARD LEGE
L s°~
DESCRIPTION EXISTING NEW DESCRIPTION EXISTING NEW
DESCRIPTION ABBREVIATION DESCRIPTION 'TION ABBREVIATION 1. CONSTRUCTION AND MATERIAL. SPECIFICATIONS SHALL CONFORM TO
G~`~ THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. Dewberry & Davis, Inc.
FIRE HYDRANT ASSEMBLY GAS VALVE 2301 REXWOODS DRIVE
AGGREGATE CABC MINIMUM MIN. 2. HORIZONTAL AND VERTICAL CONTROL IS (NAD 83) WITH VRS, GPS OBSERVATION suITE2oo
~1i YIELDING VALUES OF: RALEIGH, Nc27so7 PHONE: [phone]
WATER VALVE TEMPORARY BENCHMARK FAX: [phone]
ALTERNATE ALT MISCELLANEOUS MISC (NAD 83) (NAD 83) NCBELS # F-0679 ~1 N=763091.83 #2 N=763459.88
PLUG INLET PROTECTION f E=2111643.58 E=2111827.24
ELEV=304.69 ELEV=298.75
APPROXIMATE APPROX. NORTH N
WATER METER IRON PIPE FOUND 3. CONTRACTOR SHALL PERFORM WORK BETWEEN THE .HOURS OF 9:00 AM TO
4:00 PM.
NTS 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL.
WATER MANHOLE I",i4 SIGN AT ~ NOT TO SCALE
5. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT
SANITARY SEWER MANHOLE. s ROAD SIGN NO. DOCUMENTS AS WELL AS ALL APPROVALS AND EASEMENTS ON THE
BENCHMARK BM NUMBER ~-4, JOB SITE AT ALL TIMES.
SANITARY SEWER MANHOLE TAG G 15 75' LEFT SPOT SHOT O.C. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED
BLDG ON CENTER BUILDING TO PROPERLY CONSTRUCT THE WORK.
SEWER CLEANOUT 75' RIGHT SPOT SHOT 7. THE CONTRACTOR IS RESPONSIBLE FOR ALL EQUIPMENT, LABOR, AND MATERIAL FOR
PT BYPASSING EXISTING SANITARY SEWER AND LATERALS (SERVICES) DURING CONSTRUCTION.
POINT CAST IRON PIPE CIP
DROP INLET-STANDARD ~ STREAM CENTERLINE SPOT SHOT 8. CONTRACTOR SHALL PROVIDE AND TEST SANITARY SEWER MAINS PER CITY
CENTERLINE POUND YARD INLET STANDARD ; APPROXIMATE ALLUVIAL SOIL ELEVATION LB OF RALEIGH STANDARDS. W W ~ N
9. ALL EXISTING UTLITIES HAVE BEEN LOCATED FROM THE INFORMATION ~ j ~ Q
AVAILABLE. IT IS THE CONTRACTORS RESPONSIBILITY TO ACCURATELY Q ~ w J LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING U11LI11ES ° ~ p
_ I YARD INLET GRATE ~ BROADLEAF TREE ~ ~ ~ CONCRETE CONC. POLYETHYLENE PE PRIOR TO START OF CONSTRUC110N (ONE CALL CENTER 1-800-632-4949). ~ u~i Q
COST TO REPAIR DAMAGED UTLITIES SHALL BE BORNE BY THE CONTRACTOR. o. ~ U
WELL ?s~ PINE TREE
.;~,E,~,~ CORRAGATED METAL PIPE CMP POLYVINYL CHLORIDE ~j )RIDE PVC 10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF / z w ~
DISTURBED UTILITY SERVICES ENCOUNTERED WITHIN 8 HOURS OF Q ~ z
POWER POLE ~ BUSH tk,~ INTERRUPTED SERVICE. CONTRACTOR SHALL NOTIFY USERS 24 U } _ HOURS PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE. J w ~ ~
CONT. CONTINUOUS
PROPERTY LINE o PL 11. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, W a ~
LIGHT POLE ~'i r GROUND SHOT MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND
CUBIC FEET CF CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER I°
RAILROAD GUY POLE ELECTRIC MANHOLE ~ ~ R.R. PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR
SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT THE
CUBIC YARD CY r~~ CONTRACTOR'S EXPENSE.
ELECTRIC METER Ei~ TELEPHONE MANHOLE ~ REINFORCED CONCRETE PIPE ~ ~ )CRETE PIPE RCP 12. BUILDING AND HOUSE LOCATIONS ARE APPROXIMATE AND SHOWN SEAL °,`1°1°1p4~,
FOR INFORMATION ONLY. ,,,~~.~,~~°°~gRO~,.,,~~o
DIAMETER DIA ELECTRIC BOX TELEPHONE ELECTRIC HAND HOLE ~ - 13. CONTRACTOR SHALL REPAIR ALL DRIVEWAYS AND DRIVEWAY PIPES, PAVED ;
I___~ REQUIRED READ. OR UNPAVED CONCRETE CURB AND GUTTER AND SIDEWALKS TO EXISTING eQQ-
OR BETTER CONDI110NS IF DISTURBED DURING CONSTRUCTION. 22127 _
FLARED END SECTION PLUGGED SANITARY SEWER SERVICE DIMENSION DIM
~ RIGHT-OF-WAY RAW 14. CONTRACTOR SHALL INSTALL MEASURES AS NECESSARY DURING DO NO'~ U~,Fn OR C~iVS~RUCTION
I CONSTRUCTION FOR SEDIMENTATION AND EROSION CONTROL. q •'''°°•••°°°°°°e~,.~°
HEADWALL SANITARY SEWER SERVICE s S DUCTILE IRON PIPE DIP
SCHEDULE SCH 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION AND PROTECTION OF EXISTING UTILITIES (INCLUDING EXISTING WATER MAINS, PRIVATE OR PUBLIC) IF
TELEPHONE PEDESTAL ~ UNDERGROUND UTIUTIES I~GII REQUIRED DURING INSTALLATION OF NEW WORK. THERE WILL BE NO ADDITIONAL OR KEY PLAN
EAST E SEPARATE PAY ITEM FOR THIS WORK.
- SOUTH S
WATER LINE N~ FIBER OPTIC MARKER 16. CONTRACTOR SHALL RESTORE/REPLACE ALL SIGNS, MAILBOXES, ETC.
FMP EDGE OF PAVEMENT EOP
SPECIFICATIONS SPECS ENCOUNTERED.
MAIL 80X ~ GAS LINE , 17. THE CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO
ELECTRICAL ELEC. THE EXISTNG GRADE UNLESS SHOWN OTHERWISE ON THE DRAWINGS.
~ ~ SANITARY SEWER LINE :jS SS SQUARE FEET CULVERT ~ ~ m._. S.F.
18. 48" MINIMUM COVER SHALL BE PROVIDED OVER ALL SANITARY SEWER MAINS
~ ELEVATION EL UNLESS OTHERWISE NOTED. SCALE
LINE BREAK STAINLESS STEEL L STN STL 19. THE DEPTH OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE
MANNER ONLY.
POST EXISTING EX
STANDARD STD 20. THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN SEWERS AND WATER
MAINS AS FOLLOWS:
FINISH FLOOR ELEVATION FFE STATION STA A. LATERAL SEPARATION OF SEWERS AND WATER MAINS
CONTROL LOCATION WATER MAINS SHALL BE LAID AT LEAST 10° LATERALLY FROM EXISTING OR
1 "=50' PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10'
~ ~ aae~~a cn~s ~ FOOT~FEET FT. ~ ~ l S ~ i ~,~C~~r~ / TERRACOTTA PIPE ~E TCP LATERAL SEPARATION, IN WHICH CASE: No. DATE BY Description
~w_ ~
1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE
o~ ~ f f~. 2 GALLON GAL ~ l r,~, TOP OF CURB BACK SACK TBC BOTTOM OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER, OR
~j ~ 0'4P~ ~
~7~' FQR;~aiLFLY ~'.y Q 2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER
QUAIL HoLLOw suBDlvsl N s / 4tia~ / GALLONS PER MINUTE GPM SECTION THREE ~ , MAIN LOCATED AT ONE SIDE OF A BENCH OF UNDISTURBED EARTH, AND WITH THE
~s ~~si ~ ~ ` f ~ TYPICAL TYP. ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP
~ l OF THE SEWER.
r~~ ~r GALVANIZED GALV `~,,J' SHERIDAN C. MORRIS JR. f VITRIFIED CLAY VC B. CROSSING A WATER MAIN OVER A SEWER
~ ~ ~ ~ ~ ~~~a~ ass f WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE
WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE
~ / ~ f GATE VALVE GV W WATER MAIN IS 18°' ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS
~ - WEST ~ / ~ , OR BARRIERS PREVENT 18" VERTICAL SEPARATION, IN WHICH CASE BOTH WATER REVISIONS
~tQ~~ flL - - _l_ ~ e~ f OMER STEVENS JR 1 i MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH
MARY C. STEVENS , ~ ' INVERT INV. JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' DRAWN BY i~N
~ ~..rr WITH DE3 Ot$~#E P~ ~w79 / W/ ON EACH SIDE OF THE POINT OF CROSSING.
, DESIGNED BY ~'®N C. CROSSING A WATER MAIN UNDER A SEWER
~f r~~~ W/p WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, CHECKED BY ALL
F ~ WITHOUT ~ KEVIN M & LINEAR FEET LF BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS
JENNIFER K DAVIDSON ~ ~ / i i MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FORA DATE 08/10/2009
~ FRED G MORRISON JR & MAXIMUM MAX. VITRIFIED CLAY VC DISTANCE OF 10' ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF
tvc ~ t~.~~~~~~~~ / ~ / ~ CAROLYN BOND WATER MAIN SHALL BE CENTERED AT THE POINT OF CROSSING. TITLE
n~ u~r~~ o~is NOTES:
~ f ~ ~4 ~ l7t~s~.;R2~s7 21. ALL MANHOLES 12' - 20' IN DEPTH SHALL BE 5' IN DIAMETER.
1. THE STANDARD LEGEND AND ABBREVIATIONS SHOWN ON THIS SHEET ARE FOR GENER FOR GENERAL
~~HC~ / ,f USE THROUGHOUT THESE DRAWINGS, UNLESS OTHERWISE NOTED OR LABELED. ; ~ ~ 1 :LED. 22. ALL MH RIM AND COVER IN PAVEMENT SHALL BE FLUSH W/ PAVEMENT
23. NOT ALL TREES HAVE BEEN SHOWN FOR CLARITY.
\ ~ a / l / p~ ~ UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES,
~ ~ ~ r j HELLEN A HUME INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE 24. CONTRACTOR SHALL STRIPE ROADWAYS TO CITY OF RALEIGH AND NCDOT STANDARDS
e ~ CONSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY t / ti CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE AFTER CONSTRUCTION IS COMPLETE.
ti ~ GTY OF RALEIGH AND SHALL BE SO INSTALLED UNIE
~ ~ ~ { Sewer Collection Extension S stem A (MANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC 25. CONTRACTOR SHALL REMOVE ALL EROSION CONTROL DEVICES AFTER CONSTRUCTION PROJECT NO, 50005267 IS COMPLETE.
~ ~ y SANITARY SEWER EASEMENTS ARE TO 8E RECORDED PRIOR RA & ~ f
SHARIF f l/ The City of Raleigh consents to the connection and extension of the TO FINAL ACCEPTANCE. 7~ i ~`a Cites public sewer system as shown on this plan. The materiel and 26. THE PROJECT IS LOCATED ON FEMA FLOOD MAP NUMBER 3720171600) DATED MAY
1716135116 NOW 01 a r Construction methods used for this project shall conform to the SIGNATURES: Z, ZUUb AND A F'UN IIUN 15 LUGAILU WI THIN A 1UU YLAK FLUUUHLAIN ARLA (AL).
JAMES P & \ f standards and specifications of the Citys Public Utilities Handbook. 27. THE TOTAL DISTRUBED AREA FOR THIS PROJECT IS APPROXIMATELY 1.45 ACRES. C~02
ENGINEER SHIRLEY A BEETHAM t City of Raleigh
DB 01820 PG 0633 ~ Public Utilities Department Permit # PUBLIC UTILITIES
`C Pifd1':~6i3'71i1 ~ i v
Authorization to Construct TRAFFIC ENGINEER
_n / Date CONSERVATION ENGINEER SHEET NO. 2 OF 7

a~
~ P~Ft Bhp 1~ 67 PG 7~ ~ ~%~!~~(7r, ~ ~,~.hhOL~ f~lQT rOUNp % i / U11UTY INSTALLATIONS AND OTHER PUBUC FACIUIIES,
_ ~ tire, \ ~ t , ~ ~ CHECK ''DAM TYP -~~EP. ~ j INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE o~a*~'
~ `~,e~f ~ CONSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY
~ l ~ ` ! ' ~ JOE TAYLOR h r ~ ''~,i~ f CODE. THESE FACIUiIES HAVE BEEN APPROVED BY THE CITY OF RAU:IGH AND SHALL BE SO INSTALU:D UNU:SS A
~ ~ - - , ~ ~~~~d ~R ~'f3RAs`ER?a~ l fl / ~ i TpP=??€5.27" ~ i7~ ~~~;'~8 p~ 2~~33 A i r A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBUC
/ / ,,r e~ n III ~Pt~ / ~<< DARIN ENGLAND & ,r ~ ~ . ~~11 ~ ~ ~ y : ~~~~~~z, ; .m„ z ~ry ~~1, ~ \ SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR Dewberr & Davis, „,.z~';...,~ ~ TO FINAL ACCEPTANCE. y Inc.
5 ' ~ f/ f,,,' 113 e G~~. r 1 ~ iS i14 ~ ~ +1;c ~L.~Sb~Y SHANNON 0 MOCK ° ~ ~ ~ ~ ~ k ~ ~i~~r' ~~r:2~l.~z'~ s' % ~ LIVES III IVES III ~ ~ ~ 2301 REXWOODS DRIVE
~ , ~ r.. ~ ~ a3 DIP r CHARLES l ~~,~~E> ~ j SIGNATURES: SUITE 200
NC PIS 1`7i~i31~1~ / r' / , ~ U~1"'` ~ ~ , . , f RALEIGH, NC 27607 s ~ a~~~;1 PHONE: [phone]
- ~ /t - n ENGINEER FAX: [phone] NCBELS # F-0679
~ ~ , GIB i r L~ n :J ' ~/F l / ` ~ ~:r~'~ t .a. G F t fir tit~.(Vr: ~ w. / 1 ~*w ~ ; ~ ~§s:,,,4,,~
~~~E~~ ~1V~~i I ~ f u,~ C2C)A .~`f ~°"E.,,. "I~ ! v;ti i~ ~ } . r.; ~'Gt~:11~]1Y~~' PUBUC UilUiIES
j S`Tv~ '~R ~~`t~~~I~LS "ZQNt 1 ,.,1 ~ cr r";,,, ~;~Cr ' , NORTH GLEN TRAFFlC ENGINEER
I - i ~ .L _ . LARRY R & ~ ~ G ~ ! / ~ ~n - ~c n= ~ f f~ f ~ b~E r.,~. ~~7, ~ti. ~ I L'~ l~ P~~..~. r,~.~fi~itL / PROPERTIES, LLC ~T; 1"~''7~~7 pC ~`~~~0 ~ CONSERVATION ENGINEER
NANCY G HAMANN ~ , ~ / ~ / / ~.r~x~ ti= _ ~~.~~„~;er~~: ~ f ii j[ ~ i r°` ~ t 2' c~~C, , r 1~1~~1 :2. ,.7~ a ~ ~ 1
t7469~ Pi ~t~6~ ~G iv~J i~.~J~~,',a~' ~ `r ~ r'`"~"'ti
f / , ~ ~ ~ ~ \ ,,1J~°~~w,,.-t2' r;~`, ice., Public
~ ~ ~ ~ ~ ~ 16 DIP - , c, _ - w ' ~ Sewer Collection /Extension System
/ ~ w , - ~ l ~ f f r~ 1 rye ~ ~ ~ ~ ~ e ~ ~ ~ , , ,G r `~C,~ r , ~ T~~= s~ 10' ROBERT C & ~
iN`J ~UT:2~%.S5'~ ,f PATTIE SUE LILLEY The~Clty of Raleigh consents to the connection and extension of the
f 1 ~ r I 1 ~ J 2 ~ t , d ~ rl ~ CH;~uJ L,y City s public sewer system as shown on this plan. The material and ~c~;~l~u C i)1H~~ ,~w;W Construction methods used for this project shall conform to the
l t s r~ ~ ~a ~ n ~ ~~7~ r ~ i E~il~r~ i"r': i~ standards and specifications of the Citys Public Utilities Handbook.
~ , x ~ S]:FaV'CC t~itiE ~ % ~ City of Raleigh
~ ,r - ~ 120 ~t ~ ~ t, ~ ~ i ~ _ _ _ ~ ~ ~ ~ 3 ~ ~ ~ Ht7JS~ ~ Public Utilities Depa?tment Permit ~ ~ ~ ,r//
JAMES L & ~ ~ ~ f ~ i` r, ~ , i~r-~~ ~ , nom,, ~ / ~
1 ~ ~ ~ /r c~ ~ i~ r ~ illy i~A.i.~~.,~t5 ~ ~ ~ c^r- ~ n- t ~ ~ ~ l \ ~ ~ 1 ` r` 1'4(~ ~ iii nr~r; ;sz 1 iA ~ ~ GRETA L SMITH u~~~~ ~ ~~~z.~~r~: rt / ~ ~ 1 ~ ~ ~ ~ ~ .,v ~r~~.,.~.~ ~ r~, ~ ` ~ . ' ~ Authorisation to Construct
/ Ei~i~~,'K Crtir2l[i~u l a X,f, / ~ r/'- ~ ' ~ ~ i,. ~h b
s ~C P~N~ 1'71~13~i~23 ~ ~ ~`-f'F.ltfth2i~T~ ~~,'11 ~ 1 t G >~CI;c~, % i _ , / ~ f _ ~ ~ ~ ~C1 ~ Date
! ~ l ~~vP~' ~Y ~/err _ ~ ~ ~ ~ ~ ~t', l~ `'ti ~`,~t;, ~ ~9r`~!~'L~Q`~ ~'I'1AI;~1 Ii`'rC =myc;~ t ~ ~ O N
~ , J UAIL HOLLOW SWIM ~ ' ~ ~ - I 1 ~ ~ ~ v t ~ aro ~ ~ ~ ~r ~ ~ ~ ~ WAYNE K & ~ ~~,,C NOTES. ~ ~ N ,
/ ~ CLUB OF' RALEIGH INC \ ~ _ ~ `t ~w,~ ~ w ; SALLY G SIROIS ; ~ ~~~<;y 1. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO 15 ~ ~ Q
~;r~~ ~ ~ ~ r~ ~ ~ ~ ~ ~ ~ ~ ~ PARKING SPACES FOR SWIM CLUB STAFF AND GUESTS. rn w ~ , ,N}- - s~~ ~ % ~ 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADA ~ ° oc p
4L~'~t ~ a `;.aw.„~it4ia. ty o ~ ~ ~ r , r. r F / l ~ 1 / i i r:?'' (;V ~ v; i~~~~~~~ ~ ~ ~ ~ ~ ~ ~F,~,~,~~~~ ~ ~ ; ' COMPLIANT ACCESS FROM PARKING AREA TO SWIM CLUB ~ ~ Q
JAMES M & ~ ! / ~ f ~ ~ _ ENTRANCE, ~ ~ V- a w ~
SARA L PALERMO . : , ~ - , ~ ~ , ~ ~ ~ I ~ ~ ~ / r, / SEE SHEET C 4 ~ ,~y ~ t;, / C~I~~hc.i ~a~ LOt1".4u ~ a ~ i ~ Y 9~~~ ` ~ 3. CONTRACTOR SHALL KEEP SITE SECURE AT ALL TIMES. ~ ~ w ~ ~
~ ~ r ~ ~ FOR ALIGNMENT ~ ! ~ , t;6~a9e~ r~fi ~7~'~ C ? -'`'`AHEAD fftt.L / ! t` ~ ~ ~ ~ r~ ~ r ~ ~~..5 ~ ~ m ; / ~ i 4, CONTRACTOR SHALL MAKE TEMPORARY ACCOMMODATIONS z w ~
e AND PROFILE , u ` ~ ~ / AB'~ Al ON WITH CONCRETE ~ ~ / ~ ~ ~ l r~ ~ ' w ~ ° FOR DUMPSTER/GARBAGE COLLECTION. Q ~ z
g i~v: > a Abl E ~ ONITE PLUG o w ~ n~~. ~ ~r ~ ti / ~,'`~~r~ 5. CONTRACTOR SHALL RESTORE ALL SERVICE CONNECTIONS w a,, c,
l~'`T~/Urn 7~~ ~ ~ q> r+ ~a F~:. rJ~ ~.fi ~~.k LIIL w +,.J`"/ `w7" ~ _ fJ..... C{.~,~/`~h~ . 4 it 4~• ~ / i ~ti ~ ~ DISTURBED DURING CONSTRUCTION. w ~ c~ ~ ~ w ~
:~a~ -2~a~.~6' ~ r ti QUAIL HOLLOW SUBDIVSId~N i r-,~~ 1 y' I ~ I e^ ~,i =yi 1: ~i?i~,n ~E f4; `i~~~i ~ \J1 ~ / Irv: aE 2~J.~~ . , ~ v ~ ; SECTION THREE ~ ~ ~ ~ ~ ~ o
~ ? Ihl";! IN: N~~ilj25S,~t; ~ 'v??AI_'w >i ~ cr" ~Yib i.J„ ~ ~Ci 74 1
~ ~ r'' ~'9 a f/ 3
~ ~ / ~ )"C7GF OF lNIaTLR ~ t ~ ~ / ~r,i ~ ~ ~1 ~ / ~ 1 ~ „ k l`~l,Jt'; i.a`.cr t''t ~ J
0 E ; 7w , J ~ = 1 ~ ~ ~ , f SHERIDAN C. ERIDAN C. MORRIS JR. t
n~'5 qp~ 1 f~' j ~ i s^ s ~ 1 / / ~ , , ,!Q~ '7,79 ~ `k u3~~~~ ~c ~~~I; ~ t
i ~ ~ ~ ~ _l.F~~. r., ~ RICHARD R & ~ ~ ~a~~~ ~ F sEAI ;~a~~~ ~ ~~~f~~~~ 1 r,.
i ~ ~ ~ ~ j CAROL A. KING ~
/ / :mod - / ~ ~ ~ ' / ~Y yy
f 1 ~ _ ~ _ 0 / ' ~ \
/ ~ 16° DIP ~ ~ f I ~ ~ / 8 DIP ~ w.~ ~ ~ , ' ~ ~ I N L I N
~ / I ~ ~ ~ ~ / ROMER STEVENS JR / f ~ 1/ ~ ~ ~ ' DO NOT USE FOR CONSTRUCTION
' ~ ~ - % ~ & MARY C. STEVENS ~ ~ r~~~ Ora ~ ' ~ ~ / ~ ~r, ~ ~ . ~ 1 n n
LAURA L SINGLETON T : , ~ ~ 3+ m ~ ~ ~ ~ 4, r U
r3Clm w ~ , ~ ~ ,-~r>aoD s~f~.~ JUTE MATTING j
~ / / ~ ~ (TYP) i~ - ~ ~ SILT FENCE ! , . ~ \ ~
4 ' TYP ~"''~t~t;~~n ~~1 14 - , L~~, ~ l - ` ~ ~ KEY PLAN
i ~ ~ ~ ~ ~ ~ ~ ) ~ p ~ ' ; ~ i KEVIN M 8~ ! ~ ~ ~ - l , '
~ ~ ~ _ ~ . E~~~~., ou-r: z?9.an' JENNIFER K DAVIDSON ~ t ( ~
~ T ~pif, ~~Z "s_, ",y~_~,}t u Y ~ ~"C.IY~ii=. ~ _ _ f FRED G MORRISOI
7 ( t ~ i\,` ~yF \ L'~l. 3a.~1V~r' 3 f~1'7~.t}l'~G;~.~~.. 1 ~ i GEORGE T & ~ ti ~ CAROLYN BOI
,MARIA 0 SHERRIL ~ ~ ~ ~ r~ ~ ~4
f ~ ! NORMAN A & 4 ! ~ ~ ~ .-1 `~s
l ~ ANICE MARIE ROSENBUR / ~ ~ i ` ; /
/ j r
/ i / ~ I ~ ~ £~1~; ~I2~t` ??i~i~>~~~3 lr j:ra~,~`~ ~~9HL<'1~ „A1L t l / r
~ ~ ~ ~ , 5~ ~ _
f , ~ , . a, ~ RAMONA H. SAULS ~ ~ - _ _ _ __J SCALE
~ ~ r ~ WILLIAM WAYNE JONES ~ ~
/ ~ f AND I ~T`~~ ~~1~~3~z<;~ !`r ti ~ fh, tr ; HELLEN A HUME ~ at.
/ i ~.il I i
r 1
4`- c~ cc
~
- r~
290 ~ ~ _ 290
I No. DATE BY Description
;x c-- ~ ~ I I
0
I i'
I ~ c+, r }
285 ~ ° W y 265
I I °OU?~ WN r~ ,~i~,'~.,~°
r - ~ •t0=
N _
~ cD Q N O ~ rQd-- ln~gZO zst_1.~ - _
N ~ N N ~ / ~ zcnl-ZZZ w~oZZ - 280
280 , ~
~ REVISIONS
r = r 'rI
-Qa - ~ ( DRAWN BY JRS
in to z z z ~
' DESIGNED BY JRS
275 z^ ~ f 275
o ~ ~ - CHECKED BY JLL
_ - Q ( DATE 08/10/2009
m _ ~ ~r
v ~Q r TITLE
~ ~ . f o~o~ 270
270 N ~ ~ a / 6
N ~ co ^~`'rrv.~ o~.i
W N `r ®
~ O -
_~7 ~ ~ ~ ~ ~
~ - Z ~ ~ /
265 ~ ~ - - 265
~ 1 ~ ' O~y PROJECT NO. 5000526 ~
-
i r ..81 .rw
0 5.07
Igi SS LF 16" DIP
2g0 260
C~03
10+00 11+00 12+00 13+00 14+00 40+00 41+00 SHEET NO. 3 OF 7

t
G~ ~`~1 ~ ~ T~ 4v®
a ~ ~ , ~ r^
~ ~ ~+nn ~f to ~ 4~ ~ Q 5 ~r. 8 -Y -..~~-.1 r ~ ~rl~ UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES,
asp 0 v G.~`~ ~i C~ ~ ~ ~'~~lj ~ ,l INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE
~ ~ ~ ~ CONSTRUCTED ON ALL STREETS AS SPECIFlED BY THE CITY ,fir l ~ ~G CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE Dewberry & Davis, ~nC.
. r~ L~ no r.-~''~ `i t~ „ w. a CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A 2301 REXWOODS DWVE
Y ~ tr1 "-w,...~ ~ . ~ / ~ ~ ~ A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL PUBLIC SUITE 200 c' ~ ~ RALEIGH, NC 27607
r~ ~z -M_. ~ S5 ~ ~ ~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR ~ PHONE, 919.881.9939
s~,.r°"~ ~ ~ ~ d TO FINAL ACCEPTANCE. FAX: [phone] " NCBELS # F-0679
ss ~ P-- ~~5 a t~`;~ SIGNATURES:
3 ~ . ~ ~u_ ~ . ~ ,F,, ~c:
i ~ ~ ~ _ .-''=-:~h~'~1t~- ENGINEER
% ~ ~ i PUBLIC UTIlJ11ES
.s 4
~,~N:a~,~ ; s~~ ~ TRAFFIC ENGINEER
~y ~ ' ~ 't CONSERVATION ENGINEER
~ ~ ~ 1 ~ , v~ rte ~ ~ ~ ~i
Cn 'i 1~ ~'i t`« Lil ~ 7 r,.a C'~ ~ e~ ~ ~ r G `G r (~1 ;1 Public
~ ~ ~ ~ ~ ~ ~ O ~ CZ ~ ~ 1.. i n t a ; , f;
~ ~ ~ ~ Sewer Collection ~ Extension System
~ ~ ^ j,' ~ t ,,J , ~ ( ~k= ~ ~ ~ ~ „A ~ V~ Y t.. : ~ 1 f i ~ Y C3 ,t ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ The City of Raleigh consents to the connection and extension of the
l ~ tP J ~ r~ S''1 t't r' ~ ~ f ~ ~ ~ ' ¢9 1~" ~ C? `°1' ~ ~ ~i ~ v^ ~ d 'v1 1 ~ ~y ~ t ~ ~ ~ ; 1, ~ r City's public sewer system as shown on this pion. The material and N d O ~ u`~, 1 ~ r~ ~ t Construction methods used for this project shall conform to the
O ~ ~ .t ~ f. standards and specifications of the Citys Public Utilities Handbook.
, 'City of Raleigh
-is li fl~ I ~ ~ t~ ~ ti~ :v Vv~v~ Y~ =eti~ ~ ~ ~ fit;? ~ c~ ~ ! ~ s-y ~t~~, Public Utilities Department Permit ~ t
_ f ~ ~ ~ ~ ~ ~ 1 ~ ~ C~~ ^ ~j ~a~~/ to ~ tt~ Rt , ~ ~ t~3 ~ i r~
~ i .r, c4ti ~ Y ~ ~ pct , ~ ~ ~ ~ Authorization to Construct V N ~ ~
r i ~ ~ ~ t fo-;~ r" ~i ~Y ~ ~T. ~ u ~ ~ ~ 2 ~ _ ~
~ ~ ~ ~c, ~ ~ Date 4 ~r ~ Y ~ ~ I ~ ~ ~ W Z
r 1 I
~ , W/ 24 STEEL ENCASEMENT' j ~ ~ w NOTES: ~ oc
1 z ~ ~ ~ MIN. THICK SS .375 0 ' ~ 1. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO 15 LL ~ w Q
~ ~ PARKING SPACES FOR SWIM CLUB STAFF AND. GUESTS. J = C" e¢~
n _ _ ~ - - ~ I, n G ~ ~ 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADA ~ > ~
SF - , ~ COMPLIANT ACCESS FROM PARKING AREA TO SWIM CLUB ~ Q 0 ~ ~ ? ~ ti , ENTRANCE. g~~ z w z
' 6LI ~ ~ X ~ I ~ n ~ ~ ~ 3. CONTRACTOR SHALL KEEP SITE SECURE AT ALL TIMES. ~ 0
jJ t~ C43` t.~. „i,KC.t'~`( G`'~.: 7/ t ~ t ~ ~ v I > ~ C~ 3 J L,r_AY ~ _ Q ~i-AY/` ~i ~ ~ t, ` ~ 4, CONTRACTOR SHALL MAKE TEMPORARY ACCOMMODATIONS °J ~ ~ W - 4~-
~ ~ ~ , ~ ~ ~I~TE MATTING (TYP) ~ ~ _ _ _ _ . ~ ~ ~ . ~ ~ ~ 16" DIP _ ~ ~ ---=i ~ FOR DUMPSTER/GARBAGE COLLECTION. ~ z
i 'i ` ~ 5. CONTRACTOR SHALL RESTORE ALL SERVICE CONNECTIONS 0 ~ DIP f.~ i ~
c~ ~ ~x ~ 1 ! h ~ ~ ~ ~ CONTRACTOR TO _ . _ _ - ~ . M t ~ DISTURBED DURING CONSTRUCTION. ~
o~« _ p ~ , ~ ~ , , ~ 1 REPLACE APPRQ~ffMATELY ~ SEE SHEET C 03 ~ ~ ~ ~ ~ ~ _ F„ ' C~,..a ~ \,rb~ 1 -
~ ~ C,~' ! ' ~ 1 ! I 145 LF OF _ / G ~ ~ FOR ALIGNMENT ~ c~ ~ ~ , } ~ _ ~ ~ ~a ; c 7 ~`n~^ 1 'i'1 1 i
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ CONCRETE FL ~ 1~ _ ~ AND PROFILE ~ t 1 ~
~ 16 DIP ~ r; SEAL O ; ~ s
~ ~ ~ ~ i I y~ 20 TEMPORARY '~4 ~ ~ ~ N ~ ~ 1 ~ U+ ~ ' ' ~ ~ ~ t
~ ~ ~ CLEANOUT (TYP) , ~ ~ Ex. Po ~ ~ ~ ~ CONSTRUCTION I ~ ~ ~ OL r O ~ r ~ a ~ ~ ~ i ~ ~ ~ ~ ~ I
~ ~ ~ i~~t~ ` , EASEMENT TYP ` t ~ ~ ~ ~ ~ ~ ~ ~ I i E i ~ ' ~ F L
~ ~ PROP ~ D 30 PERMANENT, ~ ~ ~ ~ Z )
~ , ° ~ ~ ~ f CHECK DAM i ~ EASEMENT (TYP~ ~ ~ a. / ~ ~ DO NOT USE FOR CONSTRUCTION
~ ~
~ ~ , ~ I SILT FENCE ~ ~ , ~ ~ ~ ~ ti_?,'/~~
521 1 _ _,,,,_„N y _ . 4`S.~'k... _ 9 ~ ~ ' 1 r 1) i\ r~~,~+{ V ( ? t ~ <e ' e ~ r --"'"~uk ~ . t ' M ~ I \ t ~ "L~ ~ ~ may: V`-~ / i
1 ~ -1`00 ~ ~ ` ~ w t 1 ~ _ I F _ _ _ ~ ~ .._w_. i - ,
t I ~ KEY PLAN
~ ~ _ ~,~L~ ~ ~ r ~ ° I ! ~ SEE SHEET C-03 ~ ~ ~ j i
~ \ ~ ~ ~ ~ FOR ALIGNMENT Gl ~ , I~
S o / ,a ~ ~ ~ ~ ~ AND PROFILE ~ - ; ~ 1 S ~ ~ I ~ . C, P~ri~61~V ~ ~ ~ ~ ~ .:i ~ Y~ ~ ~ ~
~ i fb { ~G '
I~ ~ G. c~ ~ 1 ~ ! {
~ ~ ~
I 16" DIP ~ ,r'' ~i - o ~ ~ ~1 • ~ ~ ~ ~ ts5 i'~,' n rt '7'f 1 0 \ r ~ `fi,~ ~ ''i',``~ I N" t31Tf `t~ w'a Q i ~ { I ~r ~ .t i t.i ~ v A t.Q~ > a. kJ tJ Fk.I . . f. ~ ....i ] ~
t'~i{E~ , 3 r ~-?...r ii{.'C T ~ / t"' / • r G'~„7 ~ Gi1.z C7 vr';, t7? ~ ~l"~ii~i~'~ ~ t ~l ~ ~d f .G~' }5 'i'~ Q7w~ S~S~ ~ ~ i 1 y"t s ~ ~ ~ c3~ 1 1 0, ~
~.1 ~ ~ r N > ~ t ~ ~ ° / ar ~ .r,r . ~ ~ F i 1 t~ V.~ ~ ~ _ I i t~ i 1 _ _ - _ _ ' ~ ,
I ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ t1i ~ , ~ Z / ~ r ~ - _ _ SCALE
~ ~ - ~ rein r~} ra J , ~1 ~ , ~ ~ ( ~ ~ CONTRACTOR TO,~ ~ ~ a-, ~ , . r~ ~ I`' ~ x
w ~ ~ j PROTECT P©W I~,I~~LE; ~ . ~ ~ + t~ a c ~ ~ - ~ 1 ~ 1 E
o ~ DURING CO ~ ~TIO - I~ ~ A ~ ~ r I ~ ~ ~ ~ iiw~ - ~
O N -
r' M
uj W~O
r
g+ QNF-
290 o N ~ ~ o ° ~ ~ 290 No. DATE BY Description
zz

\ o
/ J \ ~
25 ~ o~M 2~5
WNN / ~
ANON ~ \ ~~N~~ - - t rv,. _
U N N ~ O=^^~ O i t~~~NtO
W W ~ Z Z =OU N / ~ Qvvl-
OQvU ~ .N Z zp
~ ~
280 -Q~.-- ~ \ . ~ozzz > > > V1 _ ~ ~ ~ ~ Z ~ _ _ REVISIONS
NVIt-ZZZ _ _ O \ _ ~
~ ~ DRAWN BY JRS
~ h
= C ~ ~ - ~ DESIGNED BY JRS N
\ = 0
275 ° ' 275 CHECKED BY ~ Np~N
\ .OWN
/ ~ ~ c0 \ + O ~ _ ~N N _ ~ , ~ ~ _ _ J DATE 08/10/2009
3 N~ _ Q a > > / ~ ~ g ~ ~ - - ~ ~ TITLE
\ °NNZ „ u ~ p _O ~ -
-H0>y
z z W/ 24 STEEL NCASEMENT 270
270 ° _ ' ~
~ _ -
~ _ _ _ -
- ~
C~ 0.57 ~
265 1 - -----_'"'-~°----w° 265 PROJECT N0, 50005267
239.
~ _
_ _ _ ..,.M 114.12 LF 16 D1P ®0.20 0 128.
2so 260 C~04
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+0 227+00 28+00 29+00 30+00 SHEET NO. 4 OF 7

Dewberry & Davis, Inc. 2301 REXWOODS DRIVE
SUITE 200
RALEIGH, NC 27607 PHONE; 919.881.9939
MINIMUM A/G WEIGHT 1 LETTERING FAX: [phone]
NCBELS # F-0679
RECESSED FLUSH FRAME 262 NEW CONC. TO BE 3000 PSI SAW CUT & REMOVE OVER 170
1" DIA. SMOOTH BAR EXISTING PAVEMENT, TOTAL 43z
1'-6" 9~~ BORE 1 1 8" DIA,1'-O" p EXIST. CONC. ON CENT R ALONG CUT
3 -1° DIA, HALES a n ~ AT 1~0°
2 ~ / ~ . A A
6" COMPACTED EXPANSION JOINT MATERIAL AND
N0. 67 STONE ° ~ MASTIC SEALANT, AS REQUIRED P~
TYP ~ BY THE N.C.D.O.T. STANDARD SPECS. ~ 3 0 Z~ S~
BACKFILL, TAMPED ~ ~~-UNDISTURBED SOIL
IN 6" LAYERS. > < r.`` PIPE ~ TYPICAL LIFTING DEVICE
~ NOTES;
~ • ~ 1. SEE TRENCH BOTTOM DIMENSIONS 1 7/8"
.D. OF &BACKFILLING REQUIREMENTS. 12" PIPE 12 2. PAVEMENT CUTS OVER 5 -0 SHALL BE COVER 120 Ibs. MINIMUM
REINFORCED TO N.C.D.O.T. STANDARDS. 1"
0 CONCRETE PAVEMENT PATCH 1 /4" 5/8° ~ ~ N
V W Q N
NEW ASPHALT PLAN
'-0" TYPE I-2, 2" MIN. '-0 FEATHER TYP. C~ W ~
® Y ~ 0 ~ w z 4~~ ~ ~ ~ ~ ~
' ~ ~ ~ ~ z8 1/4° ~ '9 i~~ " ~ ~~I Tq ~ ~ ~ ~ Q
EXIST. SUB-BASE ~ 12" ABC ° 26 1/4°- 23 1/2 ~,o ~ 4. J =
i... 1-0 1 3/8 26"
i ~ UNDISTURBED SOIL
BACKFILL, TAMPED ~ ~ IN 6" LAYERS ~ V L/ _ = w Z
~ NOTES: 0 ~ 0 U~= ® ~ W ~ ~
7 1/2" GASKET IN VERTICAL PIPE ~ 1. PRIOR TO ASPHALT LAYING, PRIME COAT IBS W
~ APPLICATION SHALL CONFORM TO " FACE ~F OVER .e~. ~ W W ~ J Z N Q
~ N.C.D.O.T. SPEC. SECTION 600. 1 2 7/8"~ 0 ~ ~
2. SEE TRENCH BOTTOM DIMENSIONS RING MUST BE „ O.D. OF 12„ &BACKFILLING REQUIREMENTS. I'°
12 PIPE ANCHORED IN z4° ACCORDANCE
3" 28° WITH S-25
ASPHALT PAVEMENT PATCH NOTES: 34" 25 1 /4"---------o.
1. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERABLY A MACHINED SAW CUT. 23 3/4'=------+~. NOTES; FRAME 182 Ibs, SEAL eeuue~~
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED N ROADWAY APPLICATIONS.USED °°°vee"~~,.CAIZO~i ~~o~,
TO A DENSITY OF AT LEAST 9`3~ OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL 7 1/2,~ OR ~
IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT. A I+ 22 1 /4" -?I I I ~ ;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-80 AS MODIFIED BY NCDOT. 5/8"x3" LAGSHIELD IN HOLE ~ 22127 1~, ~ 24 3/4"----~- DRILLED INTO CONE OR RING DO NO'~ U OR ,iVS~RUCTION
5/8" ~ WITH ANCHOR SUNK TO DESIGN 9 G
4. THE ENTIRE THICKNESS /VERTICAL EDGE OF THE CUT SHALL BE TACKED. STAINLESS STEEL RED
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE 33" DEPTH AND 5/8"x3" HOT DIPPED 4~'~,R~."T„8~~,`°°0 GALVANIZED LAG BOLT AND
SHALL THE ASPHALT BE LESS 2" THICK. TYPICAL LIFTING DEVICE sECTInN A WASHER.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE KEY PLAN
A SMOOTH LEVEL PATCH. TAP ~F COVER
IL T T AVE P
T I T T
N.T.S. N.T.S. N.T.S.
SCALE
SEE C. OF R. STANDARD
MANHOLE COVER
X c° Z_ 'a 6w
NQ ~
iD v
iv '4 NEW MANHOLES USE AN APPROVED BITUMINOUS BASE SEALANT THAT SHALL BE APPLIED TO 4° ~ No, DATE BY Description
THE TOP OF THE CONE SECTION TO PROVIDE
A WATER 11GHT SEAL. MANHOLE CONE AND BARREL
• Q SECTIONS SHALL BE AS PER
ASTM STANDARDS.
' 'TO 6'DIA AS RE 'D _ ECCENTRIC M.H. CONE MAY
.e ~ a• "O" RING SEAL BE USED ON 8", 10", AND
„ } Q OR RAM -NEC 12 SEWER MAINS 4 ~ F
o Q a RUBBER BOOT ~ 5.,
0
LATERAL INVERT SHALL
~ NOT BE LOWER THAN A MAIN SPRINGLINE.
y ~ 0000000 0000000 ~ " ~ ~ ~ WHEN MANHOLE TOPS ARE IN REVISIONS
EXCESS OF 3 ABOVE GRADE OUTSIDE STEPS MUST BE PROVIDED, A
SECTION A-A SEE STANDARD SLIP RESISTANT SIDE ELEVATION °J 9 MANHOLE STEP DETAIL. PLAN NATION DRAWN BY JRS
SLIP RESISTANT CLEATS DESIGNED BY JRS
.SEE SEWER DESIGN, SEC. IV,
PARAGRAPH A.1. OF THE CITY OF RALEIGH CHECKED BY JLL
"a,' ,a PUBLIC UTILITIES HANDBOOK. .d DATE 08/10/2009
MIN. 9" COMPACTED 7 STONE
BASE TO BE INSTALL D 12" TITLE
UNDER NEW MANHOLE. ELEVATION
IN NON-TRAFFIC AREAS, TOP OF #3 OR #4 REBAR
FRAME AND COVER SHALL BE INSTALLED A MIN. OF 1' ABOVE UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES,
FINISHED GROUND SURFACE. CORROSION RESISTANT MATERIAL (RUBBER, PLASTIC) RIAI INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY
a CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE
CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A
a A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL ACCEPTANCE.
SECTION A-A
L T A LTA AL PRE I T T TYPI T IL SIGNATURES; PROJECT NO. 50005267
N.T.S. N.T.S. ENGINEER
PUBLIC UTILITIES
TRAFFIC ENGINEER
CONSERVATION ENGINEER C~05
SHEET NO. 5 OF 7

~®O~ 9
®®d
FINISHED GRADE
Dewberry & Davis, Inc.
2301 REXWOODS DRIVE
FINAL SUITE 200 RALEIGH, NC 27607
FINISHED GRADES BACKFILL PHONE: [phone]
FAX: [phone] NCBELS # F-0679
UNDISTURBED SOIL
FINAL BACKFILL

•2,`'.0.
~ UNDISTURBED SOIL INITIAL
BACKFILL
2'_0°' SPRING LINE ~ #67 STONE
00~~0~0 0 °p°o~ 0 0000 0 8
• HAUNCHING a ° ° o PIPE GRADE
INITIAL BACKFILL' ~ °a o °o ° ° o°° $ ° 8
o° ~'s° ~°e~ 4" BEDDING ~ 00 00 800 0 0 0
TAMP WELL UNDER MINIMUM SIDE 6 O.D. OF PIPE 6'
6 #67 STONE MINIMUM SIDE CLEARANCE BOTTOM HALF CLEARANCE
WHEN ROCK IS OF PIPE ENCOUNTERED
12 .D. OF PIP 12 MAXIMUM SIDE CLEARANCE NOTES: rZ~
`d ~ J {~0
NOTES: 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS W ~ N
1.TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND FROM THE INSIDE FACE OF THE SHORING AND BRACING. BRACING,
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. N w Z
KFILL MATERIAL SHALL BE SUITABLE MATERIAL. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL 3. ALL BAC BACKFILL. 0 ~ ~
4. BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS, 12° IN NON-TRAFFIC AREAS. d J U
5. ACHIEVE 80% COMPACTION IN NON TRAFFIC AND 95% COMPACTION IN TRAFFIC AREAS. 3. ALL BACK FILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. W J =
6. IF IN EASEMENT, 4" TOPSOIL AND 12" CLEAN SELECT FILL IS REQUIRED. 4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" Z W ~
7. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED. IN NON-TRAFFIC AREAS. ® U ~ Z
XQ~
ILL I T I T N I A I I TEN W IL W ~ J
~°N~
N.T.S. N.T. . S I--
SEAL `,'',eeasn°AO~
~ ~ ~s
'C ~ S.'9 ~
yQ~'
' 22127 °
EXTEND OVER INVERT DO NO'S U OR , iVS~RUCTION
.aa°' ..Q p~•u . 6
x " p '°'10111 I01i11~~,~ ~ EXISTING SEWER MAIN c '
A P v, D ~
~ ri ~ GROUT 4" ; KEY PLAN
°'.d 1
PROPERTY LINE MUST BE 2" BELOW GRADE • Q ~ D
`i~• ~ ~ PROPERTY LINE ~ , I' I~~ / •D. ~ D
- _ = PERMANENT FINISHED GRADE _III®III-I
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'. v
CURB---?-.;.y`.:////// D c p
PAVEMENT / PAVEMENT OPTION FINISHED GRADE
<.:~;;~'r:;'•:;.::~`'`;~~.'" ? CAST IRON CLEAN OUT SECTION AT RIGHT ANGLE TO EXISTING MAIN SCALE
, , ~ PAVEMENT CURB ~ , 1. / 4'-0" FOR 8" TO 12" MAINS
5'-0" FOR 15" TO 30" MAINS
R"\`~-`_ 4„ D,I. OR PVC PIPE • 1 PIECE OF PIPE ~ ~ ~ •
EXISTING 8„ 10" 0R 12° TAPPING SADDLE 6'-0" FOR 36" TO 54" MAINS
MANHOLE OR IN LINE WYE FOR ABS OR PVC INSTALLATIONS, ~-4" D.I. OR PVC PIPE 4 .Q Q
SADDLE AND BEND MUST BE BEDDED 1 PIECE OF PIPE NOTES:
FILL ANNULAR IN 67 STONE. MIN, GRADE 1% BE DING AND HANDLING MUST VOID WITH COMPLY WITH REQUIREMENTS SHOWN 1. FLOW SHALL BE MAINTAINED a a' ~ ' b ~
NON-SHRINK 1.0' EXTENSION WITH ON THIS DETAIL SHEET. v. ' ° DURING CONSTRUCTION. a ~ GROUT
GROUT PERMANENT MIN. GRADE 1% , 2. THIS DETAIL TO BE USED ' ~ ° ~ No. DATE BY Description
4° D.I. OR PVC PIPE PLUG CAP 1 16" OR 1 8 "D.I. BEND / / 1.0' EXTENSION WITH WHEN A 6" OR LARGER ' ~ • ~
4" D,I. OR PVC PIPE PERMANENT LATERAL NECESSITATES • . 6" 6° 4 • ,D
PLUG CAP CONSTRUCTION OF A NEW
MANHOLE.. I I SAW TO CUT SPRINGLINE_ I i
>12" DIA. SEWER MAIN BARREL OF PIPE TO COMBINATION LONG TURN PATTERN ~ ~ ~ ~ ~ ; 3. SEE STANDARD DETAIL
Y AND 1 8° BEND .~45 SEWER SADDLE REST ON UNDISTURBED SOIL / COMBINATION LONG TURN PATTERN S-20, FOR PRECAST MANHOLES. ,
BARREL OF PIPE TO Y AND 1/8" BEND d . 'A • d, ~ . :EXISTING REST ON UNDISTURBED SOIL ' 4. THE CONTRACTOR SHALL v ~ a ~ p ' p v • •°D ~ , ~ • ,p • p
MAIN PROVIDE A MINIMUM 6" COMPACTED V • ~ a • ' D ~ . , ' ° d • ro, • , 4 ~ e . • ..a ° ; ' • ~ a • .
NOTE: NOTE: # 67 STONE BASE. EXISTING SEWER MAIN
THE FULL LENGTH OF THE SERVICE DITCH THE FULL LENGTH OF THE SERVICE DITCH 5. FOR USE ON DIP AND PVC ONLY. SECTION ALONG CENTERLINE OF EXISTING MAIN
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.
REVISIONS
I L I L I II I JRS DRAWN BY
N.T.S. N.T.S.
DESIGNED BY JRS
CHECKED BY JLL
DATE 08/10/2009
TITLE
UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES,
INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE
CONSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY
CODE, THESE FACILITIES HAVE BEEN APPROVED BY THE
CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR
TO FINAL ACCEPTANCE.
SIGNATURES: PROJECT N0. 50QQ5Z67
ENGINEER
PUBLIC UTILITIES
TRAFFIC ENGINEER C;~06
CONSERVATION ENGINEER
SHEEP N0. 6 OF 7

®~®~A
Dewberry & Davis, Inc.
2301 REXWOODS DRIVE
SUITE 200
STANDARD METAL POSTS 2'-0°IN GROUND RALEIGH, NC 27607 PHONE: [phone]
FAX: [phone] NCBELS # F-0679
GALVINIZED HARDWARD WIRE
EXTENDS TO
TOP OF BOX OVERFLOW
WIRE SCREEN SEDIMENT LADEN FILTERED WATER RUNOFF ~~888°b
..~.,L..-r~,,,r'~' ~a ~ o9aa CURB INLET a~~oao9°~ ~1 a°~ °
ao tP °~P ® o \ 0~ 0
~ 9e o moo, $~6~ - _ ° ° 'i 8 2: t SIDE 2:1 SIDE
o'o °a°a a' ';i app moo- SEDIMENT ~ ~ 8 ° o~ ~ 6~80~66p66°yy6pC°beb°b 00e6ba p0,,~ °~mo ° pp,, 6 Po 6 b b ~6 b 6 o CO o Q SLOPES SLOPES (MAXIMUM) W--?l~ (MAXIMUM)
BBa® ~a~6~ 0 ~b~60 6 po y.. ~~6p pp,, CJ °~~aa,da ~BDb boWbN°bopoe ®omp0?oB~°oe~~o°®®® WIRE SCREEN ° ad'ao ~0 8 o°4i E.`''' 0
GRAVEL FILTER CONCRETE BLOCK 2"x 4" STUD BRACE URB INLET ~ - ~o
° ~ @° ~ ~ o o~
BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER ~o~ ~ o b IN CHANNELS OR SLOPES, ROLL OUT STRIPS OF NETTING PARALLEL
~ o° TO THE DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH.
~ ~ ° ®o SPECIFIC APPLICATION MAINTENANCE ~ ~o
e ~
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB 1. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO MADE AS NEEDED. °'-p-
PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. N J O
2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN 57 WASHED STONE PLACED TO A g1'' ~ J (0 ~ L~.~ W Q N I ~ ° ~ V 98° OVERLAP ~ W Z
DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A # ~ „
SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. HEIGHT OF 12 -18 MIN. ABOVE TOP OF BOX
3. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE ANCHOR NETTING JOiN STRIPS 8Y ANCHORING ~ JO IN A 6" TRENCH. AND OVERLAPPING. ~ ~
REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. o.~U
I T I I YI L I ENT IL LET EDIM I U I ~W~ TPI J T TTI T I
N.T.S.
N.T.S. N.T.S. X ¢ _
wu.~
W ~ J
0 N ~
SEAL ,el/l/luulegq
~s~`, CiARO~ e,I''i,
• ~ s . t. .
.Q
22127 DO N0~ U OR 4iVS~ZUCTION
8' CENTERS MAX. ~~'%9~y"••°""R~~~°~ R a `
e,'II P~11 1111111,,,
E I PLAN ED EEDI
KEY PLAN
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1) co GRADE
r
DAT TYPE PLANTING RATE
_ AUG. 15 - NOV. 1 TALL FESCUE 300 LBS./ACRE NOV. 1 -MAR, 1 TALL FESCUE 300 LBS./ACRE , •~i i ii~i~~i~.i ~ iii ~~~~~~T~lr~
& ABRUZZI RYE 25 LBS,/ACRE
MAR. 1 -APR, 15 TALL FESCUE 300 LBS./ACRE APR. 15 -JUN. 30 HULLED COMMON BERMUDA GRASS 25 LBS./ACRE FILTER
JUL 1 -AUG. 15 TALL FESCUE AND 120 LBS./ACRE TRENCH CLOTH
***BROWNTOP MILLET 35 LBS./ACRE ***OR SORGHUM-SUDAN HYBRIDS 30 LBS,/ACRE
WIRE
SLOPES (3:1 TO 2:1) FENCE FENCE SCALE
MAR. 1 - JUN. 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS./ACRE POST
MAR. 1 -APR. 15 ADD TALL FESCUE 120 LBS./ACRE FILTER
MAR. 1 -JUN. 30 OR ADD WEEPING LOVEGRASS 10 LBS./ACRE CLOTH
(MAR. 1 -JUN. 30) OR ADD HULLED COMMON BERMUDA GRASS 25 LBS./ACRE
JUN. 1 - SEP. 1 ***TALL FESCUE AND 120 LBS./ACRE EXISTING SLOPES ***BROWNTOP MILLET 35 LBS./ACRE NNOTES: TRENCH
***OR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE TOP ELEVATION OF STORMWATER 0.5'- 1.0' VARIES STAPLE WIRE FENCING TO POST. FL- OW '%v~~/ ~'.4 ~ /
(1:1 MAX.) ~ _ ` EXTEND WIRE FENCING AND FILTER Y~r.4
SEP. 1 - MAR. 1 SERICEA LESPEDEZA (UNHULLED-UNSACRIFIED) 70 LBS./ACRE #5 WASHED STONE k 0.5' 1.0' X CLOTH INTO TRENCH. ~ ~ ~ti" ~VN ~t
AND TALL FESCUE 120 LBS./ACRE VARIES NOV. 1 - MAR. 1 ADD ABRUZZI RYE 25 LBS./ACRE ( ) TRENCH SIZE IS 4" X 8" X LENGTH ~
EXISTING SLOPE OF SILT FENCE ~ No. DATE BY Description
CONSULT CONSERVATION ENGINEER OF SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION VARIES KEYED RIP RAP CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREA, THE ABOVE VEGETATION
RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS #1 RIP RAP ARE POSSIBLE. VARIES #5 WASHED STONE
TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION, DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12' IN HEIGHT BEFORE, MOWING, OTHERWISE FESCUE SIDE VIEW
MAY BE SHADED OUT. NOTES:
1. HEIGHT & WIDTH DETERMINED BY EXISTING TOPOGRAPHY
AND SEDIMENT STORAGE REQUIRED. NTS
2. KEY RIP RAP INTO THE DAM FOR STABILIZATION. MAINTENANCE: INSPECT FENCE ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY REPAIRS
TI E U T IMMEDIATELY. REMOVE SEDIMENT
TYPI L T I DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME.
1. OBTAIN GRADING PERMIT. N.T.S.
2. INSTALL SILT FENCING, CHECK DAMS, AND JUTE MATTING SHOWN ON THE REVISIONS
APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
3. THE CONTRACTOR SHALL PROPERLY .GRADE, SEED, AND MULCH DRAWN BY JRS
WITHIN 15 DAYS OF INSTALLING THE SEWER AND MANHOLES. THE
CONTRACTOR SHALL PROVIDE TEMPORARY SEEDING IN THESE AREAS AFTER THE CLEARING AND GRUBBING OPERATION AND BEFORE DESIGNED BY JRS
INSTALLING THE SEWER IF THE AREA IS TO REMAIN UNDISTURBED
FOR MORE. THAN 15 DAYS. CHECKED BY JLL
4. THE CONTRACTOR SHALL MAINTAIN THE DEVICES ACCORDING TO THE NORTH CAROLINA EROSION AD SEDIMENT CONTROL PLANNING AND DATE 08/10/2009
DESIGN MANUAL.
5. AFTER THE DISTURBED AREAS ARE STABILIZED, AS APPROVED BY THE TITLE
OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL REMOVE THE
TEMPORARY DEVICES AND PROPERLY DISPOSE OF THE TRAPPED SEDIMENT. THE CONTRACTOR SHALL STABILIZE THE AREAS DISTURBED
DURING THE REMOVAL OPERATION BY APPLYING SEED AND MULCH
ACCORDING TO THE SEEDING SCHEDULE AND THE DITCH PROTEC110N SHOWN ON THE DRAWINGS.
Public T
Sealer Collection /Extension System
The City of Raleigh consents to the connection and extension of the
Clt~s public sewer system as shown on this plan. The material and
Construction methods used for this pro~ect shall conform to the standards and specifications of the Citys Public Utilities Handbook. PROJECT NO. 50005267
City of Raleigh
Public Utilities Departm~t Permit #
Authorization to Construct
Date C U
SHEET NO. 7 OF 7