20100639 Ver 1_Site Plan_20100804

~ Dewberry & Davis, Inca
; ~ , r , ~ ` 2301 REXWOODS DRIVE
;i F' f.~ F i r`i ~4' ~ :i , ~ ~ i , sip ~ ~ ~ ~ SUITE 200
J n ~ RALEIGH, NC 27607 . ~ ~ ~ ~ PHONE:9i9.861.9939
~ ;a ^ i ~d ~`,J ~ ~l ~ ~ ~ ~i 4 ~,'l i , R;~ ~ ~ ~ hrf ~ ii F ' FAX: 919,661,9923
I'; i I' r - ~ ~ ~<E'-' E"j Iii ~ ~ NCBELS # F•0679
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D I SHEET TITLE
NO.
SITE
o° C-01 TITLE SHEET scALE
C-02 LEGEND AND GENERAL NOTES
J ~0
S C-03 PLAN PROFILE
v~ C-04 GENERAL DETAILS
UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, Z C-05 GENERAL DETAILS
INCLUDING SIDEWAU(S AND HANDICAP RAMPS ARE TO BE
Z CONSTRUCTED ON AU. STREETS A5 SPECIFlED BY THE CITY O CODE. THESE FACIU11E5 HAVE BEEN APPROVED BY THE
b rn CITY OF RALEIGH AND SHAD. BE SO INSTALLED UNLESS A No. DATE BY Description
~ A CHANGE IS AUIHORI2ED BY WRITTEN APPROVAL -PUBLIC 0
SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR
TO FINAL ACCEPTANCE.
SIGNATURES:
• ENGINEER
PUBLIC U11UilES
TRAFFlC ENGINEER
CONSERVATION ENGINEER
PUBLIC I ENT UTI'~'I REVISIONS
ATTENT!®N C®NT GTA6tS Publlc
' n S ste m Sewer Collection Extenslo y DRAWN BY ACH
The Construction Contractor responsible for the extension of water and sewer, as a roved in these plans, is responsible for contactin the PUBLlC WOROCS The City of Raleigh consents to the connection and extension of the PHASE NUMBER 1 MTe
PP DEPARTMENT at 996-4093, and the PUBLIC UTILITIES DEPARTMENT at City's public sewer system as shown on this plan. the material and DESIGNED BY
857-4540 at least twent four hours rior to be innin an of their construction. Construction methods used for this project shall conform to the Y P g g y stondords and specificotions of the City's Public Utilities Handbook. NUMBER OF LOTS 0 MTB CHECKED BY
FAILURE to noti both Cit Departments in advance ofbeginning Construction, will City of Raleigh Y OPEN SPACE NO ~u~Y 200
' he issuance of moneta fines and re wire. reinstallation of an water or Public Utir~ies Department Permit ~ result m t ry q y NUMBER OF OPEN SPACE LOTS 0 DaTE
sewer facilities not inspected as a result of this notification failure. Authorisation to Construct ..PUBLIC WATER (LF~ 0 TITLE
FAILURE to call for Inspection, Install a Downstream Plug ,have Permifted Plans on Date s Job site, or any other Violation of City of Raleigh Standards will result in a Fine and PUBLIC SEWER (LF~ 256
~ Possible Exclusion from future work in the City of Raleigh. PUBLIC STREET 0
•n PUBLIC SIDEWALK (LF) 0
0~ d'_
G N
Oi p .a 1 ~
N { ~ k ;a 1 ' ~ `'S w~n, . 1 i
a .e~„~~' ` ~ .~l a n
Op b PROJECT Na. 50022492
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T A L I T S T
L T
DESCRIPTION EXISTING NEW .DESCRIPTION EXISTING NEW DESCRIPTION ABBREVIATION DESCRIPTION A ABBREVIATION 1, CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO .THE CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS. Dewberry & Davis, Inc.
FIRE HYDRANT ASSEMBLY GAS VALVE 2301 REXiN00DS DRNE
~ MINIMUM AGGREGATE CABC MIN. 2. HORIZONTAL. AND VERTICAL CONTROL 1S BASED ON ASSUMED COORDINATES AND sur>E2oo
ELEVATIONS. YIELDING VALUES OF: RALEiGH,NC2~so~ PHONEa 919.881.9939
WATER VALVE TEMPORARY BENCHMARK e ~ fAX: [phone]
APPROXIMATE APPROX. MISCELLANEOUS M ISC NCBEIS # F-0679 #1 N=4668.952 #2 N=5000.000
PLUG INLET PROTECTION E=5028.963 E=5000.000
ELEV=98.950 ELEV=100A00
NORTH AT N
WATER METER ~ IRON PIPE FOUND 3. CONTRACTOR SHALL PERFORM WORK BETWEEN THE HOURS OF 8:00 AM TO 4:00 PM.
BM
WATER MANHOLE `~U sIGN BENCHMARK NOT TO SCALE NTS 4. CONTRACTOR SHALL PROVIDE ALL BARRICADES, SIGNS, ETC. TO PROTECT AND SECURE CONSTRUCTION AREA, EQUIPMENT AND MATERIALS FROM THE PUBLIC.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC AND PEDESTRIAN CONTROL.
SANITARY SEWER MANHOLE ~ S ROAD SIGN BLDG BUILDING NUMBER N0.
6. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL
SANffARY SEWER MANHOLE TAG '1~ 15 75' LEFT SPOT SHOT AS ALL APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES.
CAST IRON PIPE CIP ON CENTER O.C. 7. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY
CONSTRUCT THE WORK.
SEWER CLEANOUT 75' RIGHT SPOT SHOT
CENTERLINE POINT PT 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL EQUIPMENT, LABOR, AND MATERIAL FOR
DROP INLET-STANDARD STREAM CENTERLINE SPOT SHOT BYPASSING EXISTING SANITARY SEWER AND LATERALS (SERVICES) DURING
CONSTRUCTION. ~
CONCRETE CONC. POUND LB 9. CONTRACTOR SHALL PROVIDE AND TEST SANITARY SEWER MAINS PER CITY OF RALEIGH ~ Q
YARD INLET-STANDARD ;;~~G° APPROXIMATE ALLUVIAL SOIL ELEVATION STANDARDS. J ~ ~ Q
YARD INLET-GRATE CORRAGATED METAL PIPE CMP BROADLF~F TREE a POLYETHYLENE PE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BYPASSING.
11. ALL EXISTING UTILITIES HAVE BEEN LOCATED FROM THE INFORMATION AVAILABLE. IT IS ~ ~ w d
WELL ~ PINE TREE t,..- CONTINUOUS CONT. POLYVINYL CHLORIDE PVC THE CONTRACTOR'5 RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND ~ ~ ~
VERTICALLY ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION (ONE CALL ~
POWER POLE BUSH ~f CENTER 1-800-632-4949). COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE Q z
DIAMETER DIA PROPERTY LINE PL BY THE CONTRACTOR.. U
12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED UTILITY W ~ ~
LIGHT POLE GROUND SHOT X SERVICES ENCOUNTERED WITHIN 8 HOURS OF INTERRUPTED SERVICE. CONTRACTOR w
RAILROAD DUCTILE IRON PIPE DIP R.R. SHALL NOTIFY USERS 24 HOURS PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE. 0
GUY POLE ~ ELECTRIC MANHOLE E
13. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, ~
E N R E PIPE REINFORCED CO C ET 'IPE RCP OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE
ELECTRIC METER E TELEPHONE MANHOLE T DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A LICENSED LAND
0edeuu„q
EDGE OF PAVEMENT EOP REQUIRED ELECTRIC BOX E~ TELEPHONE/ELECTRIC HAND HOLE READ. SURVEYOR AT THE CONTRACTOR'S EXPENSE. SEAL aeee CAR e'e,
14. BUILDING AND HOUSE LOCATIONS ARE APPROXIMATE AND SHOWN FOR INFORMATION •`'~'~~.>••••.®`i~''~
ONLY. ~ °°FESS~O''•~
FLARED END SECTION PLUGGED SANITARY SEWER SERVICE ELECTRICAL ELEC. RIGHT-OF-WAY R/W ~ ° 15. CONCRETE CURB AND EGUTTERLAND (SIDEWALKS DTO EXIS~TANG POR BETTER CONDITIO SVEDF FGA RI~yI W~PURPO~S t}i`tLY
HEADWALL j SANITARY SEWER SERVICE ELEVATION EL SCHEDULE DISTURBED DURING CONSTRUCTION. e f G
s S
TELEPHONE PEDESTAL ~ UNDERGROUND UTILITIES UGIJ 16. CONTRACTOR SHALL INSTALL MEASURES AS NECESSARY DURING CONSTRUCTION FOR ~ °ejeenne?aaee
~ X EXISTING E SEDIMENTATION -AND EROSION CONTROL.
SOUTH S 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION AND PROTECTION OF KEY PLAN
FIBER OPTIC MARKER ~ t WATER LINE EXISTING UTILITIES (INCLUDING EXISTING WATER, STORMWATER, GAS, ELECTRICAL, AND
~vl F' FINISH FLOOR ELEVATION FFE SQUARE FEET S.F. TELECOMMUNICATION, PRIVATE OR PUBLIC) IF REQUIRED DURING INSTALLATION OF NEW
WORK. THERE WILL BE NO ADDITIONAL OR SEPARATE PAY ITEM FOR THIS WORK.
MAIL BOX GAS LINE
FOOT FEET FT. STAINLESS STEEL STN STL 18. CONTRACTOR SHALL RESTORE/REPLACE ALL SIDEWALKS, CURB AND. GUTTER, SIGNS,
CULVERT ~ = = - = = ~ SANITARY SEWER LINE SS MAILBOXES, FENCES, ETC. ENCOUNTERED/DISTURBED DURING .CONSTRUCTION.
19. THE CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO THE EXISTING GRADE
GALLON GAL SANITARY SEWER CAP STANDARD
LINE BREAK STD UNLESS SHOWN OTHERWISE ON THE DRAWINGS..
20. 48" MINIMUM COVER SHALL BE PROVIDED OVER ALL SANITARY SEWER MAINS UNLESS SCALE
POST GALLONS PER MINUTE GPM STATION STA OTHERWISE NOTED.
21. THE DEPTH OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE MANNER
GALVANIZED GALV NOTES. TERRACOTTA PIPE ONLY. TCP
22. THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN SEWERS, WATER MAINS AND
1. THE STANDARD LEGEND AND ABBREVIATIONS SHOWN ON THIS SHEET ARE FOR GENERAL STORM SEWERS AS FOLLOWS:
USE THROUGHOUT THESE DRAWINGS, UNLESS OTHERWISE NOTED OR LABELED. GV TOP OF CURB-BACK GATE. VALVE TBC
A. LATERAL SEPARATION OF SEWERS WATER MAINS AND STORM SEWERS
TYPICAL INVERT INV TYP WATER MAINS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING OR PROPOSED
SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS. PREVENT A 10' LATERAL SEPARATION, No. DATE BY Description IN WHICH CASE:
LINEAR FEET LF VITRIFIED CLAY VC 1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVAI°ION OF THE
BOTTOM OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER, OR
MAXIMUM MAX. WEST W 2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN
LOCATED AT ONE SIDE OF A BENCH OF UNDISTURBED .EARTH, AND WITH THE
ELEVATION OF THE BOTTOM OF THE WATER. MAIN AT LEAST 18" ABOVE THE TOP OF
MANHOLE MH .WITH W/ THE. SEWER.
3. A 24 INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND
SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED.
WITHOUT W/O
B. CROSSING A WATER MAIN OVER A SEWER REVISIONS 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 WATER MAIN IS
18" ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS- PREVENT DRAwN sY ACH
18" VERTICAL SEPARATION, IN WHICH CASE BOTH WATER MAIN AND SEWER SHALL BE MTB
CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER DESIGNED BY
MAIN- STANDARDS FOR A DISTANCE OF 10' ON EACH SIDE OF THE POINT. OF CROSSING. CHECKED BY MTB
C. CROSSING A WATER MAIN UNDER A SEWER DATE JULY 2010
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 MATERIALS AND WITH
JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 1O° ON EACH SIDE TITLE
OF THE POINT OF CROSSING. A SECTION OF WATER MAIN SHALL BE CENTERED. AT THE
POINT OF CROSSING.
UTILITY INSTAL1AT10NS AND OTHER PUBLIC FACILmES, INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE
N CONSTRUCTED ON ALL STREETS AS SPECIFIED 8Y THE CITY 23. ALL MH RIM AND COVER IN PAVEMENT SHALL BE FLUSH W/ PAVEMENT.
N P U b I I C CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE
~ - CITY OF RALEIGH AND SHALL 8E SO INSTALLED UNLESS A ° Sewer Collection Extension S stem A CHANGE IS AUTHORIZED BY WRRTEN APPROVAL.- PUBLC 24. NOT ALL TREES HAVE BEEN SHOWN FOR CLARITY.
N ~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR
N The City of Raleigh consents to the connection and extension of the 1T) FlNAL ACCEPTANCE.
n Citys public sewer system as shown on this plan. The matericl and b Construction methods used for this project shall conform to the SIGNATURES: 25. CONTRACTOR SHALL REMOVE ALL EROSION CONTROL DEVICES AFTER CONSTRUCTION IS pROJECTNO. 50022492
c standords and specificatlona of the Citys Public Utilities Handbook. COMPLETE.
n
b City of Raleigh ENGINEER 26. THE PROJECT IS LOCATED ON FEMA FLOOD MAPS NUMBER 37201726001. DATED
20 Public Utilities Department Permit If 5./2,/2006 AND IS NOT LOCATED IN A 100 YEAR FLOOD ZONE.
PUBLIC UTILITIES
Authorization to Construct 3 TRAFFIC ENGINEER
Date s
CONSERVATION ENGINEER
U N
d' N N SHEET N0. 2 OF 5
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!PP IPF ~v~s9

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1 ~ ~ Dewberry & Davis, InC.
,,f I ~ ( 2301 REXWOODS DRNE € SUTIE 200
f ~ RALEIGH, NC 27607
- 50 LF C 50 LF CONSTRUCTION PHONE: sis.eaissss ~ ~ ~ ~ ~ FAX:[phone]
,,r ENTRANC rf ENTRANCE PAD ~ ~ ~ NcBELS # F~os~s
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ZONE ~ NEB ~ f~ ~
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Na~~ o~ ~aR~€~RI_~~ ZONE 1
CI?1' OF R~~EIG~? DB 4886 PG 9i8
IPF IP'y f,, P!N 1728747?!':6 ° ENV $~.2o s,, -i ~
. ~ NEW TREELIKE TYP o ' / ~ - ' ~ ~ ONTRACfOR S LL REPAIR
_ LIMITS OF ~ / ~ ....---`gig' ~R;cREPLACE CU AND GUTTER
~ ~ ~ e ~a 1 ~ DAMAGED PER ITY OF RALEIGH HEADWALL 1 STANDARDS.
~Pti. ~ITc~1 WORK AREA (TYP) i • ~ / s y , ~ ~ INU
/ s s r'" f ~ ~ 5~ 1 ' ' I
~ ~
ZONE ~ ' o/
- 120. ~ i~ ~ 75' CF ~25' CP2~L E~~E,[s~EN~i'~ ~ ~ I r ~ ~ ~ NUW OR FC?R~iERLY ~ J t~~U
LONE 1 ~ 12+00 o K * 88 2236 PG,,~1 ~5 / / / ~ ~ ~ 1 Cf~Y ~F RJ~LEIGN ® ~ ~ . ~ N
' ~ Df6 ~$&6 FAG ~ 1$ ~r F_
~ / / ~ ' ~ ~ ~ I~ ~ ~ PIN '1726747706
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~ T POF~ARY STREAM ~ - ~ ~ 1' ~ ~ - r,..- ~ ~ ~ l 1 ~ z ~ o
t ~ ~ ~ PUMP AROUND SEE ,~-j I ~ r ° ~ ~ ~ ,,,r- ~ I l ~ i Q ~ a
1~, u~ _ ~ ~ - ~ a 3 ~ ~ DETAIL SHEET C-05. - u ~ ~ . ~ ~ ~ ~ 1 ~ ~ z ~ z
ALL WORK AT STREAM / " ~ ~ ti ---1 ° % ~ ~ GCE PLUG ~ \ ,f
I \ CROSSING SHALL BE _ ~ / ~ / 3 LONG MIN. ~1„
~ ~ PERFORMED IN THE DR'Y > ~ ~ ~
~ P~ ~ f ~I ~
~i \ 1~ ~1LT ENCE (TYP ~s ~ ~ ~ .~;;%,r
1 ~ ~ ~ ~ ~ ,,,~,l , 7 i- ~J ra ra ~ ~ ` ~ ,f ~
LONE L§~~ ~ ~ Y ti.... ~ ~"'V / / / 9e ~V{'~ ° I f CREEK
y` ~ ~ ~ rC?P 98.3p ,I Ih!V IN {N) 87,$5 SEAL ~~um???
p~s i INU IN (~t+~ $$.$9 ~oe`'0N CAI?®°?°r,
~ ---u ~ ~ ~ INU t~UT tS~ 87.74 'L °0.,
~ ~ - f OP 98.44 ~ r r
~ ~ ,....__~..-Ss ~ w,. r f_____.EX. 24' CITY C~' INU IN 89,29 ~ ~ -32 `~~.r w'" .,--w f RALSIGH SANITARY ,NV OU~f 89.14 ~ - s / IPP ~i
i - _ REMOV OSED PIPE ~ ~~~t~r~~ E>~sc~,~PNI i ~ FC1$ RLVI ~~0$~S C~PILY
~~,.1 ~0~ ~ . _ EXP(7SED PIPE ~ o ` ~ ~ AFTE PLUGGING INVERT. P~ 1 ~~6 Pe 442
, " cRIW~~ PLUG EX. INVERT / 1~5' cP~~ PA~~rv~rNT, ~-F~P~SP~ PIPE PLUG IPE TO BE _ _ ~.J ~ ~ W BRICK ~ MORTAR T©P ~~~7~ '~©P 9773 ~ 9 ~G`~,
~ ~ ~ a,~~,,J T(}P 42.14 ~ / I U 1N 88,. ~8` 2236 PG ABAND NED IN PLACE W N ° / ~ , ~ _--AN$~~NON-SHRINK ~ ;NV,~~
~ PLUG EX. INVERT CONCR E (W/BE .IlNIT-E)- ~ ~ I \ 1 GROUT ,NU,.CI°t~ 8.53
W/BRICK & MORTAR PLUGS 3 LON IM1N.) ° J ~
/ ~ r ~ ~ AND NON-SHRINK ~ s~ '~#2 GROUT ZONE ~ ~ KEY PLAN 20 0 TO 20 40
i i
~ ~ ' ~ d ~ (~J I .LL,,
,r---` ~ ~ ~ - Po~tPP u~P New ~aR ~~P~~ 1 INCH = 20 FEET
rr--~"" ~ TCi>NSR _ - `"(~~if"SSICN ~APITI~i 7.ONE i ~ _ n
C ROSSI a UST
/ ~ ~i r ~ ~ ^ ~ ~ ~ ~B 12J i 7 PG fl013 EX, 20' CITY CF t r ,.1 !P r' ~ ~ _
~ IN~I U~1 . ~ PIN 1726636939 Cftd ,~g ~ RALEi~:,l-I SANITARY \ SE4~ER EASEMENT ~
~ PM 1988 PG 442
SCALE
105 105.
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OC'~~~ O
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5~r~~,Z No. DATE BY Description
l i 1 p 01 O
p N ~ h o0 ! ~ N ~ N~ rn~ ~ N~
100 o ~ _ _ _ I- _ N-~- 100
c~ ~ ~ ~-~,za
I N NapZ~ ,-~~,Za ~~-O
Z~~» EX. GROUND _ . Q ~ ~ z z ~i~?~ ~
~ ~rr??
CLASS IRIP- AP ~ W GEOTEXTILE UTIUiY INSTALLATIONS AND OTHER PUBUC FACILTfIES,
~ / INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE
'1 , FABRIC (TYPI L) CONSTRUCTED ON ALL STREETS AS SPECIFlED BY THE CITY REVISIONS
I ~ I I CODE. THESE FACILmES HAVE BEEN APPROVED BY THE
~ CfiY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A ACH A CHANGE. IS AUTHORIZED BY WRITTEN APPROVAL. PUBUC DRAWN 13Y
SANITARY SEWER EASEMENTS ARE TO ~ RECORDED PRIOR MTB
'E \ TO FlNAL ACCEPTANCE. DESIGNED BY
95 , i \ 95
I f ~ SIGNATURES: CHECKED BY MTB
I~ ~ ENGINEER DATE DULY 2010
~ DO NOT PLACE RIP-RAP SHALL I
~ BE FLUSH W EX. INSTALL RIP-RA / PUBUC UTIUTTES I TITLE
~ ~ IN BOTTOM GRADE I TRAFFlC ENGINEER
OF CHANNEL 120 LF OF 8"
RESTRAINED JO ' ' INT DIP CONSERVATION ENGINEER
~ PVO ~ ~ 0.5~ RIP-RAP SHALL E
~ ~1 ~ FLUSH W EX. G DE I - ___m---~---- __.~._.__._.-._-~.~~.W,~-. 9-._. ~ LF __OF 8 DlP ~ 0.59'
E Public.
8° Sewer Collection Extension. S stem Y
2. 89' ' ~ I 90 The City of Raleigh consents to the connection and extension of the
N 90 ° r City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the PROJECT N0. 5~~224g2
~ 8" PVC standards and specifications of the City's Public Utilities Handbook.
nr+,..c o..i..~..~.
b I vRj W naioiyn Public Utilities Department Permit
w I
- Authorization to Construct
10+00 10+50 11+00 11+50 12+00 12+50 13+00 Date
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NEW MANHOLES USE AN APPROVED BITUMINOUS
BASE SEALANT THAT SHALL BE APPLIED TO SEE C,O,R, STANDARD S-26 THE TOP DF THE CONE SECTION TL1 PROVIDE
FINISHED GRADE FOR MANHOLE FRAME AND COVER A WATER TIGHT SEAL.

Dewberry & Davis, Inc. 2301 REXWOODS DRNE
° a o e SUITE 200
D ° 'a •'a s RALEIGH, NC27607 PHONE: [phone]
01 . 24 MAX . D . D FAX: [phone]
®.4 Z ® r •4. NCBELS # F~fl679
A ~ e• '
1D :
• I FINAL UNDISTURBED S®IL N
BACKFILL ® ' .ECCENTRIC M,H, CONE MAY 'o .
' DE USED ON 8° , !0° AND
• v 'P . , 12° SEWER MAINS. ® .o
.D a ' MANHOLE CONE AND BARREL
® SECTIONS SHALL DE AS PER
. •a ®.B ASTM, STANDARDS +

REQUIRED ~

G o! • o ~ RING SEAL
I} _ INITIAL , > OR RAM NECK 4 4' 'a.
BACKFILL ' •o.
' ti •a.
+ 4 ®':.p+• ' • RUBBER B~~T
~ ~ I RT SHALL NOT .'D 4 Q L4TERAL NVE C~ O N ® ~ J tQ0
• d • o; .a 6.•,~ BE LOdVER THAN MAIN SPRING- UNE. MANHOLE NEEDS TO BE W a N ~ ~
Q• • , . • • > . ~ ABOVE 100 YEAR FLOOD PLAIN o e o • • • , d OR SEALED AND VENT TO BE 1' ~ W Z
MINIMUM SIDE ~ • ~ ' ° ' ' ®~•o 6° ABOVE 100 YEAR FLOOD PLAIN.
6' #67 STONE e'• ~ • ®'...e 'Q, ~ q' ®~,d, • ''o WHEN MANHOLE TOPS ARE IN 6' ,D, OF PIP 6' CLEARANCE E><cESS of s' ABOVE GRADE. Qg^ ~ J N ~
WHEN ROCK IS MAXIMUM SIDE 9' OUTSIDE STEPS MUST 8E ~ Q
ENCOUNTERED 1~ D,D, OF PIP 12 PROVIDED. SEE STANDARD CLEARANCE SECTION A-A s-2a FoR srEP DETAIL IN W J =
NON TRAFFlC AREAS, TOP OF ~ ~
FRAME AND COVER SHALL BE NOTES: ~ INSTALLED A MIN. OF 1' ABOVE I ~ Z
1. Trenches requiring shoring and bracing, dimensions .shall be taken from the FlNISHED GROUND SURFACE.
inside face of the shoring and bracing. , ° • ' • • • • SEE SEWER DESIGN SECTD)N U X Q = ® ® W V. ~
of • .d "v. 2. No rocks or boulders 4 or larger to be used in initial backfill. • Z ~ J
A a'O A MIN. 9° COMPACTED #67 STONE =oN~
3. All .backfill material shall be suitable native material. BASE TO BE INSTALLED
„ , UNDER NEW MANHOLE,
4. Backfill shall be tamped in 6 Ilfts in .traffic areas, 12 In
non-traffic areas. • ° IN NON-TRAFFIC AREAS, TOP OF FRAME AND COVER SHALL HE
o ; INSTALLED A MIN, OF 1' ABOVE 5, Achieve 80% compaction In non-traffic areas, and 957 compaction in FINISHED GROUND SURFACE, .SEAL ,,,®,~,`jBCAR'I~,BBo
traffic areas. .a • , : D
,p.
CITY DF RALEIGH CITY DF RALEIGH 6. If in easement 4 topsoil, and ~ .4 0.
12" clean select fill is required. DEPARTMENT ~F PUBLIC UTILITIES DEPARTMENT ~F PUBLIC UTILITIES
a . TRENCH BOTTOM DIMENSIONS & BACKFILLING 7. No boulders 8 In diameter or REQUIREMENTS FOR DUCTILE IRON STANDARD PRECAST SANITARY FG~t 12LyI V9~$~S QNLY
greater allowed in final backfill. ~NCRETE PIPE, SEWER MANHOLE ~°••.~INE..•°Gwc°
AND REINFORCED C '%egRr"T BRA
I IONS V SIDNS DATE DWG, ND, REVISIONS DATE REVISIONS DATE DWG, ND, REV S DATE RE I ~0~°~nemej1°~~,
3-1-87 RRH 3-30-00 S_20 Y,C,A, 12-31-92 ABH ~ 2-21-05 S-4 D, ,C, 9-3-99 RRH 3-30-00
KEY PLAN
APPROXIMATE EXISTING GROUND
TTERING MINIMUM A/G WEIGHT 1 LE
FRAME Z62 RECESSED FLUSH covER 170
TIE TO GRADE
TOTAL 432 p 20 20
3 -1' DIA, HOLES I STALL BLAC WILLOW OR ILKY DOGWO D LIVE STA ES
AT 120° 4' 16 IN, 5 SPACI G ON TOP 18
1 3 OF BANK SCALE
A A
16 Fy ~ 16 CLA S II RIP RA
~ ® H~ OR LARGE °
~5 14 14
° °
TYPICAL LIFTING DEVICE PROPO ED SANI OPO ED SAND B R
12 DEVELO MENT ~ VELD MENT AREA ° ° 12
5' C MPACTED N IVE SOIL
10 10
NOTES COVER SHALL READ No, DATE BY Description
p 'CONFINED SPACE - DD NDT AVG. W TER LEVEL 8
ENTER,,,PERMIT REQUIRED' AS AVC A S
PLAN SHOWN ON S-25, °
o~~~®®® ®oo®®®® 6
28 1/4' FABRI 6
26 i/4' EXPECTED AND BAR Z °
A EROSION A EA SIDE 4 1 3/8 26 4
PLAN ELEVATION
APPROX MATE DE 2 'ROX MATE DEPTH 2
SLIP RESISTANT CLEAT
7 1/z° INSTAL 2 LAVE GASKET IN VERTICAL >TAL 2 LAYERS F FOOTER
STONE ALONG 1° FACE ~F OVER 0 DNE ALONG WAL
NOTES REVISIONS.
RING MUST BE UTWTY INSTALLATIONS AND OTHER PUBLIC FACILITIES,
ANCHORED IN 1. UPPER 1 3 OF BANK TO HAVE 24 ACC®RDANCE IN BOULDERS FOR WILLOW LIVE INK TO HAVE SOIL FILLED VOIDS INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE ACH
3' 28° WITH S-25 WILLOW LIVE STAKES. CONSTRUCTED ON ALL STREETS AS SPECIFlED BY THE CITY. DRAWN$Y CODE. THESE FACILmES HAVE BAN APPROVED BY THE MTB
12 34' 2. BOULDERS 3-4 FEET IN DIAME :ET IN DIAMETER IN LOWER 1/2 CIl`f OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A DESIGNED BY
AND 1-2 FEET DIAMETER IN UI 4METER IN UPPER 1 2. A CHANGE IS AUTHORIZED BY WRfITEN APPROVAL. PUeI~ MTB
SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR CHECKED BY TO FlNAL ACCEPTANCE. JULY 20.10
ELEVATION
OVAL TAIL - TE E K TRILIZI DATE SIGNATURES:
A N.T.S. ENGINEER TITLE
#3 DR #4 REBAR
PUBLIC UTILtfIES
5/8' STAINLESS STEEL RGD CORROSION RESISTANT MATERIAL
RUBBER, PLASTIC TRAFFIC ENGINEER
TYPICAL. LIFTING DEVICE SECTION A CONSERVATION ENGINEER
M O. .w
~ Tl1P OF OVER CITY OF RALEIGH CITY OF RALEIGH 0
N DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT ~F PUBLIC UTILITIES Public
MANHGLE FRAME AND SECTIGN A - A STANDARD SLIP RESISTANT Sealer Collection /Extension System PROJECT NO. 50022492
b MANHOLE STEP DETAIL WATERTIGHT C®VER The Clty of Raleigh consents to the connection and extension of the
n~ it win DCVTOTI~AIQ nn•rc DCVTMI'7A1(` T1nTC 111JG AIr1 I?~\/TCTrINC T1B,TC D~\/TCTIIRIC neT~ Citys public sewer system as shown on this plan. The material and
V L W U. IYUi RG V 1JiLlltl~l LI'1 I G RG V lOlLlltl~l y~ t L u, 1,u, „ aRRH w 3-30-0 • avaunv b Construction methods used for this project shall conform to the
S_26 3-1-87 3-1-87 ABB -29-0 S_28 standards and specifications of the Citys Public Utilities Handbook,
RRH 3-30-00 City of Raleigh C~o A ffm
3 Public Utilities Department Permit #
s U Authorization to Construct
p
U N Date
7 N N SHEET NO. 4 OF 5
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a
-

OVERFLOW
5~ ° o WIRE SCREEN SCREEN SEDIMENT LADEN ~ Dewberry & Davis, Inc.
E TI ~ ~~N G~ RUNOFF ~ -FILTERED WATER S3U0~2REOWOODSRRIVE
' J~' R~ 1. OBTAIN GRADING PERMIT, Cam'' ° o°~ RALEIGH, NC 27607 0 0 0 . , . , PHONE: 919.68L9939
e Qa n!;' e. ' o ' n. ~ FAX:[phone]
G ~ °go ~ 2. INSTALL SILT FENCING, CHECK DAMS, AND JUTE MATTING SHOWN ON THE ° ° ~ ° ° ~ APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. NCBELS # F-0679
5 ~ ~ ° °o P _ Q~' 3. THE CONTRACTOR SHALL PROPERLY GRADE> SEED, AND MULCH - - p.
~ ° ~ WITHIN 15 DAYS OF INSTALLING THE SEWER AND MANHOLES. THE a ~ ~ 0 ~On. ~ n. , 4 s,° SEDIMENT ° ~ ° ~ °
CONTRACTOR SHALL PROVIDE TEMPORARY SEEDING IN THESE AREAS a• a• • ,.e
Z ° AFTER THE CLEARING AND GRUBBING OPERATION AND BEFORE - o ~ ° INSTALLING THE SEWER IF THE AREA IS TO REMAIN UNDISTURBED °c~ ~ °cgo ~ O~ J OQ 0 0 0 0
~C~' FOR MORE THAN 15 DAYS. ° Q. o a.
~ 4. THE CONTRACTOR SHALL MAINTAIN THE DEVICES ACCORDING TO THE
NORTH CAROLINA EROSION AD SEDIMENT CONTROL PLANNING AND „ GRAVES FILTER 2-3 COARSE. AGGREGATE DESIGN MANUAL. CONCRETE BLOCK WIRE SCREEN CURB INLET
(COMPLYING WITH SECTION 5. AFTER THE DISTURBED AREAS ARE STABILIZED AS APPROVED BY THE 2"x 4" STUD BRACE
905, NGDOT STD, SPECS.) 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 L L C A VEL C INLET. I IT
ACCORDING TO THE SEEDING SCHEDULE AND THE DITCH PROTECTION NOTE:. SHOWN ON THE DRAWINGS.
GRAVEL PAD IS REQUIRED TO PROVIDE BUFFER AREA WHERE
VEHICLES CAN DROP THEIR MUD AND SEDIMENT TO AVOID
TRANSPORTING IT ONTO PAVED STREETS, TO CONTROL EROSION
FROM SURFACE RUNOFF, AND TO HELP CONTROL DUST. II oII APPLI TI® AI T C
MAINTENANCE: THIS METHO CIS METHOD OF INLET PROTECTION IS 1. THE STRUCTURE SHALL BE INSPECTED ONCE A o a ® ~ J t~0
APPLICABLE ~PLICABLE AT CURB INLETS WHERE AN WEEK AND AFTER EACH RAIN AND REPAIRS MADE w a N
INSPECT TEMPORARY ENTRANCE/EXIT PAD ONCE PER WEEK AND AFTER EVERY RAINFALL, ~ OVERFLOW C dERFLOW CAPABILITY IS (NECESSARY TO AS NEEDED. ~ ~ z
B Max.
VARIABLE AS DIRECTED BY THE ENGINEER PREVENT EX REPLACE GRAVEL PAD WHEN AGGREAGATE IS CLOGGED WITH EVENT EXCESSIVE PONDING IN FRONT 2. SEDIMENT SHALL BE REMOVED AND THE TRAP ~ ~ o
SEDIMENT AND/OR WHEN SEDIMENT IS BEING TRACKED ON OF THE STR F THE STRUCTURE. RESTORED TO ITS ORIGINAL DIMENSIONS WHEN ~ ~ W a
ROADWAY, THE SEDIMENT HAS ACCUMULATED TO 1/2 THE ~ J ~ J
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, DESIGN DEPTN OF THE TRAP. REMOVED SEDIMENT ~
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. MIN. to cA. _ LINE WIRES MIN. 12 I/2 GA. SHALL BE DEPOSITED IN A SUITABLE AREA AND _ ~ ~
SILT FENCE FABRIC INTERMEDIATE INSTALLED TO SECOND WIRES IN SUCH A MANNER THAT IT WELL NOT ERODE. _ X Q
WIRE FROM TOP 3. STRUCTURES SHALL BE REMOVED AND THE AREA V W u. ~ w
GRADE STABILIZED WHEN THE REMAINING DRAINAGE AREA l.LI z N Q
L E E TR T P NAS BEEN PROPERLY STABILIZED. °J o ~
RY = = =1=111111=1111~III~INII~NI~III~III~III~IIIIF=-IIII~`~III~lIN~1111~1111=1NIF=- ~ I-
TE
IN NTS It IC CURB INLET SEDIMENT I {TE }
N.T.S. SEAL a®~s4ei4neaq~,e
.FRONT VIE, Ala - ~RII
NOTES: a y e
STEEL POST r • r
- END OF SILT FENCE SHOULD BE TURNED UPHILL YdOVEN WIRE FABRIC 15 ALWAYS REQUIRED - SEE N.C. STATE DENR PRACTICE STANDARDS & SPECFR;ATIONS SILT FENCE GEOTEXTILE FABRIC CIE FOR REPAIR OF SILT
FCA3 R~VI VP'~PIIRk'O~S QNLY
' ' TH SEDIMENT FENCE SET FOR CONDITIONS NIIERE PRACTICE APPLIE51 FENCE FAILURES. USE 50 MINIMUM LENG ROADWAY PLANI6NG CONSIDERATIONS A DESIGN CRITERIA. tNOpEVER FLOW No. 5T WASHED STONE.
WIDTH VARIES SHALL ITT RUN PARRALLEL WITH THE TOE OF THE FENCEI. x FOR ANCHOR WNEN SILT r FENCE IS PROTECTING ~ ~ FILL SLOPE CATCH BASIN. IN EACH .,~~q~r •T •gR~G~~~.
EXISTING MIN. STONE DEPTH ~ ~ ~ $ CASE THE SILT FENCE GRADE SEE NOTE "B" a ? IS TO BE PR~'EtO.Y I~~~seeueoteN~~`
~ ~ ~ f<~o'~`: ENTRENCNED & THE
~ $ m N GRADE STONE SHALL BE AT KEY PLAN
w ~ _ A MINIMUM OF 16' G P o = _ I=IIII~ ABOVE GRADE AT THE
\ \ \ \ \ \ \ \ \ \ \ \ \ °v Vz1 'ti -11~I DIRECTION OF FLOW / / / i / / / / ~ C - - 6' MIN, COVER ~ & BETWEEN 60 - 45
~\\i\\r\\I~\r~r\\r~\\ra r\\, \\ia\ ~\~~\~\\r~\~\~\\i~i~\i,\i~ r t~ ° OVER SKIRT OEtNiEES. o , , II
~ ~ ~ ~ N c PROFILE -c ANCOR SKIRT AS
~ y o IINI NOTES: Z w ~ p DIRECTED BY ENf~NEER. ~
~ N D $ I~NI-81N
A) MINIMUM WIDTH OF CONSTRUCTION ENTRANCE PAD SHALL BE 20 FT. ® ~ ~ p ~ SEE PLANS FOR LOCATION, ACTUAL WIDTH AND CONFIGURATION. ~ ~ r
# ~ ~ a m SIDE VIEW
B) STONE SHALL BE CRUSHED AGGREGATE BASE. PROVIDE 12" THICK ~ m m y ~ AT ENTRANCE FOR FIRST 15 FT. INTO PROJECT AND 6" THICK FOR RE- o n ~ ~ m T
MAINDER. o m o ~ y Iv ;p z
C) THE ENTRANCE SHALL BE MAINTAINED TO PREVENT .TRACKING OR FLOW- TD m SCALE
N 4 ING OF SEDIMENT ONTO ROADWAY. THIS MAY REQUIRE PERIODIC TOP -C ~
DRESSING WITH .ADDITIONAL STONE AND REPAIR AND/OR CLEANOUT OF ANY m
MEASURES USED TO TRAP SEDIMENT,
T I TR T L TYPI
N.T.S.
No. DATE BY Description
DISCHARGE HOSE
~ APPROVDED DEWATERING DEVICE
(SILT BAG) OR DISCHARGE TO Note: Construct depression with TEMPORARY SEDIMENT TRAP STREAM DIVERSION PUMPS (ALT. -USE
TO CHECK DAM base 1' (min) wider than silt bag. THROUGH DIKE GRAVITY PIPING IN LIVE OF PUMP,) DUKE ENERGY WILL UTILIZE BELEWS
DISCHARGE HOSES HOSES LAKE DAM TO LIMIT DISCHARGE IN BELEWS
SILT BAG TOP VIEW CREEK DURING CONSTRUCTION.
P NTAKE NOSE
TO CHECK DAM DEWATERII DEWATERING PUMP
P TO CHECK DAM - DISCHARGE HOSE ,
LEVEL GROUND ~A
FLOW
FLOW 6" (min) INTAKE HO! INTAKE HOSE REVISIONS
A LAN I P EDUL EDI E UTILITY INSTALLATIONS AND OTHER PU~JC FACILmES, - - -
LEVEL GROUND CLEAN V CLEAN WATER IKE INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE ACH CONSTRUCTED ON ALL STREETS AS SPE(YFIED BY THE CITY DRAWN BY
SILT BAG PROFILE VIEW T DIKE , SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1) . , , , , . , , , • SUMP-HOLE OR POOL CODE. THESE FACIlJ11ES HAVE BEEN APPRDVED BY THE
p~ PLANTING RATE Note; Fiil and seed the silt bag depression when pump around operation is completed, EA - WORK AR (12" #a 18" DEEP 2' DIA.) MTB CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A DESIGNED BY woRK AREA A CHANGE IS AUTHDRIZED BY WRIT'TE'N APPRDVAL PUBLIC
GTH NOT To ExcEED SANITARY SEWER EASEMENTS ARE TD BE RECDRDED PRIOR CHECKED BY MTB
AUG, 15 - NOV. 1 TALL FESCUE 300 LBS./ACRE LENGTH NOT To ExcEEI NOV. 1 - MAR. 1 TALL FESCUE 300 LBS./ACRE PUMPS SHOULD DISCHARGE THAT WHICH CAN BE NAT WHICH CAN BE NOTE; ESTIMATED MINIMUM dPLETED IN ONE-0AY PUMP SIZE NEEDED FOR BASE TD FlNAL ACCEPTANCE. JULY 2~~~
& ABRUZZI RYE 25 LBS. ACRE ONTO A STABLE VELOCITY COMPLETED IN ONE -0A' / DISSIPATOR MADE OF RIP RAP FLOW IS 6" PUMP. DATE
MAR, 1 - APR. 15 TALL FESCUE 300 LBS./ACRE OR SANDBAGS APR. 15 -JUN. 30 HULLED COMMON BERMUDA GRASS 25 LBS./ACRE PLAN VIEW CONTRACTOR IS RESPONSIBLE FOR SIZING PUMP AND SIGNATURES:
JUL T -AUG. 15 TALL FESCUE AND 120 LBS./ACRE 'LAN VIEW MAINTAINING WORK "IN THE DRY", ENGINEER TITLE
***BROWNTOP MILLET 35 LBS./ACRE ***OR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE
PUBLIC UTILITIES
SLOPES (3:1 TO 2:1)
MAR. 1 - JUN. 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS./ACRE TRAFFlC ENGINEER
& 12' (MIN)
N (MAR. 1 -APR. 15) .ADD TALI FESCUE 120 LBS./ACRE N (MAR. 1 -JUN, 30) OR ADD WEEPING LOVEGRASS 10 LBS,/ACRE >rs>:xvtous sx~' rnsExvtous sxEETmrG CONSERVATION ENGINEER
a (MAR, 1 -JUN. 30) OR ADD HULLED COMMON BERMUDA GRASS 25 LBS./ACRE ° JUN. 1 - SEP. 1 ***TALL FESCUE AND 120 LBS./ACRE BASE FLOW + 1 FOOT
N 35 LBS. ACRE 2 ~ 2 ~ BROWNTOP MILLET / ~ ~ ~ ~ZFa°T~a W°~"~" PubliG
***OR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE ~yJ ~ 1.5 ° Sewer. Collection /Extension System
oii ti ry 2 b SEP. 1 - MAR. 1 SERICEA LESPEDEZA UNHULLED-UNSACRIFIED) 7D LBS./ACRE PRO~ECTNO. 50022492
~ ( 4 AND TALL FESCUE 120 LBS./ACRE SECTION A-A The .City of Raleigh consents to the connection and extension of the
rRncc ccrTint`I nc ceNlnRAr_ nlt« Citys public sewer. system as shown on this plan. The material and
(NOV. 1 - MAR. 1) ADD ABRUZZI RYE Zb LI35./A(;HE b " - Construction methods used for this project shall conform to the
c 1.5' 1ao CONSULT CONSERVATION ENGINEER OF SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION Note: CONTRACTOR MAY UTILIZE A standards and specifications of the City's Public Utilities Handbook. PRTABLE DAM IN LIVE OF SOUND BAGS
CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREA. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS IF DESIRED. City of Raleigh
3 ARE POSSIBLE. CLASS 1 RIPRaP Public Utilities Department Permit *aiiiiiiiiiii05
TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO SIDE VIEW PLAN VIEW Authorization to Construct
NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE, MOWING, OTHERWISE FESCUE
MAY BE SHADED OUT. POD A 17)N/ P RY TM N kRY R Date
VELOCITY DISSIPATOR N.T.S.. N N N.T.S. SHEET NO. 5 of 5
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