20111066 Ver 1_Site Plan_20110805

i
Public Improvement Phase Number(s) wement Quantities
1
Number of Lot(s) I 0
Lot Numbers(s) by Phase ~y Phase 0
INDEX OF DRAWINGS
Number of Units 0
- TITLE SHEET Livable Buildings 0
C-1 PLAN & PROFILE
C-2 PLAN & PROFILE Open Space? 0
C-3 PLAN & PROFILE
Number of Open Space Space Lots 0
D-1 CONSTRUCTION DETAILS
D-2 CONSTRUCTION DETAILS Public Water (LF) } 638
D-3 CONSTRUCTION DETAILS CITY O F RA L E I G H
~ H PUBLIC UTILITIES D E PA RTM E N Public Sewer (LF) } 475
D-4 CONSTRUCTION DETAILS
0
ONE EXCI RALEIGH N C H A N G E P ,SUITE 6 2 0 Public Street Public Sidewalk (LF) (LF) 0
N C 2 7607 919-85 7-4540 P~b,;~
Sewer Collection /Extension System m
POINT OF CO ATTENTION CONTRACTORS O N TACT • ~~O ~ B ROW E R P • ~ • The City of Raleigh consents to the connection and ew ~ City's public sewer system as shown on this plan. The construction methods used for this project shall conform and extension of the
n. The material and
)nform to the standards
and specifications of the City's Public Utilities Handbook. ndbook.
The Construction. Contractor responsible for the extension of water, sewer and/or reuse, as
approved in these plans, is responsible for confactinq the PUb1iC Utlllt?es Department at City of Raleigh
[phone] and the PubllC Wol'kS Depa?'tmellt at [phone] at least twenty four O~ D ~ ~ Public Utilities Department Permit #
hours prior to beginning any of their construction.
Fa?lure to notify the Public Utilities Department in advance of beginning construction, will y I ~ ~ Authorization to Construct
result in the issuance of Monetary Fines and require reinstallation of any water or sewer
faalities not inspected as a result of this notification failure. Date
\J
FBiluCe to call for Inspection, Install a Downstream Plug, have Permitted Plans on the Public
Jobsite, or any other Violation of City of Raleigh Standards will result in a Fine and Possible
Exclusion firom future work in the City of Raleigh.
Water Distribution /Extension System IM
The City of Raleigh consents to the connection and ext City's public water distribution system as shown on this nd extension of the
on this plan. The
eSrae~tsHEO +~92 O~ material and construction methods used for this project s >roject shall conform
~l , ~ to the standards and specifications of the City's Public C A 'ublic Utilities Handbook.
F
City of Raleigh
FtV~~t~ Public Utilities Department Permit #
MEREDITH
COLLEGE Authorization to Construct
~ Q~ Date
o
~ Hillsborough P ~~~OGK
Clark Ave. N q UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES IN Development CustomerservieeCeneer SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRU One Ezchanga Pleza Su to 400 TIES INCLUDING
)NSTRUCTED ON ALL
SERVICES Ralegh,NOMCerolne27601 STREETS AS SPECIFIED BY CIN CODE. THESE FACILITIES H Phone 91 &516-2495
Fex 818-516-2685 FIRE • INSPECTIONS a PLANNING ]TIES HAVE BEEN
~ V ~0 ~ ~ PUBLIC UTILITIES • PUBLIC WORKS APPROVED BY THE CITY OF RALEIGH AND SHALL BE SO BE S
w Site and Commercial Building Data Sheet INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRIITE APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO oeveioPmentruameHoganLaneWaterandSewerEztension POPO°eauSewaterandsewer DC!`l1DllFll PRIf1R T(1 FINAI e~rFwreNC^F
WRITTEN
~ aP ROJ E 1 ~ ~c' ya~~ RE TO BE
w(1nf~c n. O~ Q oeveio
4Z Properl - - 111.1d V I1V 1. V 1 111 V 9% 1 %r 1 11 w ar 0 av v r. . Property Address(es)291 1 Hogan Lane
L Wake C Wake County Property Identification Number(s) for each parcel to which these guidelines will apply
CID P.I.N.O CU P.I.N. P.I.N. P.I.N. P.I.N. x794236278 TRANSPORTATION SERVICES
man CO 0 What is your project type?
1004- What Is Al Apartment Bank Elderly Facility Hospital Hotel/Motel Industrial Building
M R Mixed Non-residential Office Religious Institution Residential Retail Residential Condo Condo
+ St. CarewaY PI. r S (Tj 4 k S X. ellY t. PUBLIC UTILITIES School Shopping Single Family Telecommunication Townhouse Other Center Tower
SCOpei Scope of Work Water and Sewer Extension CONSERVATION ENGINEER
n
St. 4 S t~ t` FOR MULTIFAMILY OR GROUP HOUSING PROJECTS ONLY
p 0 72TOttt, 1. Total # Of Townhouse Lots Detached Attached 4. Overall Total # Of Dwelling Units (1-3 Above) PLANNING
2. Total # Of Apartment Or Condominium Units 5. Bedroom Units I b 2br 6 4br or more -
3. Tots 3. Total# Of Congregate Care Or Life Care Dwelling Units B. Overall Unit(s)/Acre Densities Per Zoning District(s)
V T k , I/ DEVELOPMENT TYPE AND SITE DATA TABLE (Applicable to all developrnents)
rr~ coning Information Building Information
Zonis 9 Zoning District(s) R-4 Proposed building use(s) NA
If more Jackson St. If more than one district, provide the acreage of each Existing Building(s) sq. ft. gross
Overla] Overlay District(s) Proposed Building(s) sq. ft. gross
Total S t~ Total Site Acres 0.15 Inside City Limits ! Yes No Total sq. ft. gross (existing & proposed) AECOM
© Off stre r°h ~y Off street parking Required _ Provided Proposed height of building(s)
U COA t t, ( 8OA(E Lexington COA (Certificate of Appropriateness) case # FAR (floor area ratio percentage) BOA (Board of Adjustment) case # A- Building Lot Coverage percentage
o r. D ° CUD (t CUD (Conditional Use District) case # Z- ce"
tD Stormvrater Information TECHNICAL SERVIC o ° e q tICES
Exisbn Existing Impervious Surface 150 acres/square feet Flood Hazard Area Yes • No a
Propa=. Proposed Impervious Surface 15D (no change) acres/square feet If Yes, Alluvial Soils Flood Study FEMA Map Panel # LEIGH NC 2~ R A RATE CENTER DRIVE SUITE 475, SU 701 CORPORATE N{/~ 1Y0 27607 o Tr 9 6 r.
Neuse 919-854-6259 .fax 0.15 c acre feet Na Wetlands Yes •No Total Disturbed Area re 919-854-6200 Neuse River Buffer Yes ~SITE AND COMMERCIAL BUILDING DATA SHEET 1 01.04.11 1 1
4K ~ L 4 k~\ C t~ i
VICINITY MAP
Scale 111 = 500 AECOM PROJECT NO. 60184291-105873
a

.4 t ~ W
~u_.~ M 'It `O
Y"~ i, ~ t~? ~ ~ C3 C?
, - ~ 4 CRP V! 41..80= ~ ti~ r ~ _ ti GIS DISCLAIMER
..fir 1 '~ti ti, \,P - SEE NO..E~` if ~ ~ ` ti` ti f,-~ ,,r''.
h ~ ~ ~ ~ ~ i ,ff- 4"' PV,C~' INV. 413.85 ZONE lOF EXISTING NEUSE RIVER RIPARIAN BUFFER THE BUILDINGS AND CREEK ON THIS MAP WERE NOT SURVEYED. THEY WERE r WERE _
~ t M~'~HOLE ~ f ~ p~, MOTE h ~ NE f.- E~ IIC U 'sue'
f r` . T~ L '8-05 O~~~S~HEE"~ D-1~~ ~ j SEE ~ AI~ t ~ ~ ~ ~ > ~'.ry r' ~ ITARY SEWER EX. 18 VCP-.w~ j ~1 ~ ti~ .J ! f' r' t . ~ ~ ~ I1~IH ~TA I~7~ { Ii ZONE 2 OF EXISTING NEUSE RIVER RIPARIAN BUFFER COMPILED BY PHOTOGRAMMIC METHODS, AVAILABLE ON THE GEOGRP,PHIC INFORMATIDN SYSTEM (GIS)SOFTWARE USED BY THE CITY OF RALEIGH. 3% H.
~y f TO BE REPLACED Wl 18 PVC
~ ~ f ,~-h SEE NOTE 8 THIS SHEET ~ , ~ ~ RIM ELEV 415.~3.y ~ ~ J TBM• N~AII~ IN TREE ~ r
~ f,. ~=STA 0+00 .32 ~ +71 , ~ f . ~ ; r MH STA 3 ELEV. 415.87~.~.
~ ~ ~._~._._._.w_.._._..-. ' tSEE•,SHEET C-) ~ :,f' ' ~~~\,.RIM E~EV 420.76 NOTES
~ ...4 \ ~ ~ t EXISTING 4 j ~ / ~ ~ ~h 1. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT IN THE NORTH ~~ALL CONSTRUCTION SHALL BE IN STRICT [CT CL Ce
. ~ " ~ ~ i ' ~ ~ TO ~E EPLACED _ _ ~ ~ • , W1 N~ 5 DIA M CAROLINA RAILROAD COMPANY RzcHr-of-wAY. ACCORDANCE WITH CITY OF RALEIGH AND ~ OR 1 OR Q 0
~ TAB' 5-20 ON SHEET ~ ~ s~ , SEE DE ._.._.r , 1,,.. r , ~ ; SHEET D-1 tt Ce {J-( ¦ z 0 U- I~ V
r ~ ~ ~ ~ ~ 2. TREES, FENCES, POLES AND ALL OTHER PROPERTY SHALL BE PROTECTED UNLESS NCDOT STANDARDS AND SPECIFICATIONS. 0 __j
~ Q { ( j THEIR REMOVAL HAS BEEN AUTHORIZED. ANY PROPERTY THAT IS NOT AUTHORIZED TO BE REMOVED, BUT DAMAGED BY THE CONTRACTOR, SHALL BE RESTORED
4 "Ul / 4F ~ r • / t 'I ~ f / _ J ~ ? ~ ~f BY THE CDNTRACTOR TD THE PROPERTY OWNER'S SATISFACTION AT NO ADDITIONAL Cke m 0 w
~ ~ ~ 1 ' , f f, ~ .t~ , ~ ! i ~ ! ~ V ~ COST TO THE ?WNER. t/) Ce J d
.........~..w~.-. / ~ i ~ ry ' r r ce-
~ ~,,...r I _ _ !L ~ _ - e` 3. TOPOGRAPHIC CONTOURS ALONG THE ROUTE OF THE SEWER MAIN WERE DERIVED Utility Installations and other Public Facilities including sidewalks and y~ V o CL1 U U c~i>
~ ~ - ~1"`' Its p ~ yt `r, ~ ' f, _..r._ FROM ACTUAL FIELD SURVEY DATA. THE REMAINING CONTOURS WERE OBTAINED handicap ramps are to be constructed on all streets as specified by FROM GIS. City Code. These Facilities have been approved by the City of Raleigh
~ r1 ~ ~ " ~i M ~ l ,,.,~i~ ~"r~ ~ I' -..~e"____-_ rF ~ 1 f ~ ~L;1'1 h, _ and shall be so installed unless a change is authorized by written approval. pproval. eptance. 0
~ " 4. ALL ELEVATIONS SHOWN ON THE PLAN AND PROFILE VIEWS ARE IN FEET, AND Public sanitary sewer easements are to be recorded prior to final acceptance. Z Cs CV M
' • , .q Fja-lF=~,,,, -=iF-~F=~F-aF-tir-n. -~-ate ~ '1 ~ j ,r l ~ ''pp HORIZONTAL NAD 83 AND VERTICAL NAVD SS DATUM.
~ .o ~ . ~
f , ~ _ d ~H;-s over 5. THE EXISTING FENCE ALONG THE PERMANENT EASEMENT SHALL NOT BE DISTURBED. Transportation Services
r J f 3 'r ' ~1 Ss " , t ' ~ ~ ^ l ' :y l ~ ~ ~r / / \ / 6. N0 FLOOD PLAINS ARE DELINEATED AS SHOWN ON FLOOD INSURANCE MAP 3720079400J.
MH STA,+00.00 ~ ; ~ ~ ~ <<. Public Utilities
.~.R.INF_..C~~V 414.77 ~ ,G ,I ~ I ~ ~ SANlTAAY SEWER ~ / ~ ~ / i ~ ~ ° ,r( U H (EXISTING 4 DIA H rr~~s~ ~ 7. THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES AND NOTIFY THE ENGINEERS
r. IVB PQ~6 Ml~';~~` G: ~ tl EX1"~Sa-~,~~~, ';:1~?_ S~ ~ °v ~ ~ ~ %w / t ~ TO BE REPLACED r ~ ~ , OF ANY CONFLICTS. ALL NECESSARY FIELD REVISIONS ARE SUBJECT TD REVIEW & APPROVAL Conservation Engineer
~ WI NEW 5 DIA , ~ ~ . ~~R BY THE CORPUD PRIOR TO CONSTRUCTION.
SEE DETAIL , ~ 0 , N SH 3 r-.- ~ ` r 8. THE EXISTING 18" VCP SEWER SHALL BE REPLACED AS SHOWN ON THE PLAN Planning sFl"E~r AND PROFILE. THE EXISTING 18" SEWER SHALL BE REMOVED AND DISPOSED ~F
D LET ~ ~ AR
r 147.65 18 PVC ~ 0.9~r ,._..v....- t , ~ _ „ " L~ ~ ! ~ TOP• 5:54..B M• 414.54 ~ ~ h. OFF-SITE. THE COST OF REMOVING AND OFF-SITE DISPOSAL OF THE EXISTING 18" SEWER SHALL BE INCLUDED IN THE BID PRICE FOR REPLACING SEWER PubG~
f~ 1 OUT ~ ESTINATION ~r 4 PIPE ~th i t ~F`FL~ ~E`f~IFY1 ~ 4 ~ ~ f BY OPEN CUT. Sewer ColleeFion /Extension Sntem
~ Y n,_ ~ ff ~ , J f , ~dNKNOWN. E PRO ~ ~
PROPOSED SANITARY SEWER ~ 4 . ETD 4 ~ , V , .'h. ~ ~ r,.. ~ " ° W1 20' CD 55 EASEM --r~. 9. EXISTING UTILITY SERVICES SHALL BE MAINTAINED TO THE MAXIMUM EXTENT
t ~ 223.67....1 PVC Q 0.95'` ~ ~ SEE SHEF C-2 ; ~ POSSIBLE THROUGHOUT CONSTRUCTION. ALL REQUIRED SERVICE INTERRUPTIONS The City of Raleigh consents to the connection and extension of the SHALL HAVE A 24 HOUR ADVANCE NOTICE. Cites public sewer system as shown on this pIan. The material and tl 9 V o•J'
r A ~,,.~r W Wmnw"""".. Fl. ' , \ construction methods used for this project shall conform io the standards
t~ . " ! " ~ of 'f' .w'"J~ ~f° ~ ~ v ! Y ~ f Y , r , . ~ Y~. ~ Y ~ ! r ~ ` + µf. lO.UNABLE TO DETERMINE CONNECTIVITY OF 4" PIPES OUTLETTING o~d :Poctf~a+~o~s of fho Citys Public Utilities Handbook. ° < ° L-U C:~ ~
r r ~ . I ~1a" `Fy .......r/~ ? ? !r ! ` rr'~ j fir" ~ 'Y. r IN STREAMBANK. City of Raleigh
1 Public Utilities Department Permit # GJ'
~ f~ / 1 Authorization to Construct
d K ~ . f . C I .-,SK_._...a ~ v f ; ! ! G'
" t W y ~ y I r` Date
s
f' ' ~ r
w~°' r' f f " LEGEND
SILT FENCE
`.r'r. f iir LLI
~ w.~ ~ k.W 'rr f r j ,Y ,Y y~, W f ~ ~ ~ ~ o -EXISTING WATER METER AND SERVICE PP.IOR TQ THE START OF WORK, tom.
9 ~ I + ,....a' ,„ram f` _ -POWER POLE ~ ,''TF< C .'7 F' SI-IALL H, :`!~r ALL C4
< ~ t ~7 -DROP/CURB INLET UT.'~_l i IES ~'~i ENTIRE LENGTH OF SANITARY U
I ~ . r'
I t ~x ti ~ ; r P PROPERTY LINE SE'J'!ER EI'.SEi~~i'_NTS MA.R'rCED, AND SHALL
j \ ` i t ` ~ „..ram ~ -PROPERTY LINE WOT SURVEYED) MAINTAIN ~~1; F:KS DURI'i'~IG CONSTRUCTION J
.,,,.,y~. d i j f ! [ OBTAINED FRDM GIS FILE CALL ULOCO L 1-800-632-'"C'49 01. LJJ
i FOR INFORMATION PURPOSES ONLY
s W Ln H 00
- - - -RIGHT-OF-WAY BOUNDARY STANDARD UTILITYNOTES: 0 0,
+491548 EX. MH EX. MH X488367 + TO BE REPLACED }'±,~_j-$$,~ -RAILROAD TRACKS r- City of Raleigh design y 0,
MH 1 TO BE REPLACED , W/ NEW 5 DIA MH (SEE SHEET C-2) ` 1. All materials & construction methods shall be in accordance with City of Ra - CREEK standards, details & specifications (reference: COR PUD Handbook, current edition) -,nt edition)
Wl NEW 5 DIA MH D o
~ra ra -TREE PROTECTION FENCE 2. Utility separation requirements A distance of 100' shall be maintai~~ed between sanitary sewer & any priv water supply source such as an impooi~ded rzservoir used as a source of drin adequate lateral seprration cannot be achieved, ferrous sanitary sewer p W W% & any private or public
. a ° urce of drinking water. If z to
iry sewer pipe shall be j
- CONSTRUCTION ENTRANCE specified & installed to waterline specifications. However, the miuimtun se ~ not be less than 25' fiom a private well or ~0' from 1 public ~~~ell ninimum separation shall ua 01.
\Vhen installing water &,~or sewer mains, the horizontal separation between on between utilities shall
be 10'. If this separation cannot be maintained due to existing conditions, conditions, the variation ce 0 ion of the water main at
. allo~aeci is [he water maim in a separate trench with the elevation of the lest 18" above the top of the sewzr & must be approved by the Public Utili All distances are measured frmn outside diameter to outside diameter. U Public Utilities Director.
neter
• \4'here it is impossible to obtain proper separation, or anytime a sanitary a sanitary sewer passes
over a watermain, DIP materials or steel encasement extended l0' on led 10' on each side of
i crossing must be specified & installed to ~~aterline specitications
. ~4aintain 18" min. vertical separation at all watermain & RCP storm dr maintain 24" min. vertical separation at all sanitary se~~~er & RCP storm dr l~'here adequate separations cannot be achieved, specify DIP materials cradle having 6" min. clearv~ce (per COR PUD details W-41 & 5-49) P storm drain crossings,
-'P storm drain crossings.
' materials & a concrete 5-49)
_._~__~_~....a e.. ~I,oll~~.,oc i.~orar R cPtxrPr farilit iPC with 1R„ iP, with 18" min. vertical 1
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 /All OUICI IIIIUCI:-_~1ULHILI lIMILIl:3 .7iuii..,v~~ ..u~, .ti~~••-• separation required
F, - 0 z ended plan &lor profile by Uj
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ji_ ' f r. - - I 1111 1 1 1 1 1 1-- j - - - - - - - - - - - . Any necessary field revisions are subject to review & approval of an amended plan & the City of Raleigh- Public Utilities Department prior to construction
4. Contractor shall maintain continuous water & sewer service to existing residences residences & businesses
throe bout construction of protect. Any necessary service interruptions shall be prec shall be preceded by a 24 W
01, hour advance notice to the City g of Raleih Public Utilities Department •
~ per forcemains. 4 0' minim 5. 3.0 minimum cover is required on allwater mains & sewer s. 4.0' minimum cover is W W
required on all reuse mains z CL ,v ith i n a 2'x2' Waterline Uj `JJ
6. Install 1,4" copperg water services with meters located at ROW or within a 2'.-A
oo~ adjacent Bypass Pumping Operations Easement immediately J . gouts located at ROW or W
4" PVC sewer services @ 1.0% minimum grade with cleanouts locate 7. Install 75 linear feet maximum easement line & spaced every
Sewer Bypass Pumping: • 8. ;Pressure reducing valves are required on all water services exceeding 80 psi; backwo •Department prior to required on all sanitary sewer services having building drains lower than 1.0' at psi; backwater valves are W UM W
o t ent bypass ran to the CANT of Raley A Public Utilities p> 0 than 1.0' above the next
The Contractor shall submit a _ p g u sized to p
I LL um rn operations to coordinate with admin>stratio n engineering staff. Pumps should be ~ be obtained from NCD - The contractor s from NCDWQ, USACE 0
W -P -ELL handle the peak daily floe ~ 2.S times the average stream manhole re~ daily flov~ ) for the line or area ofwoth. Tl 8/or fl pood lain impacts / _ pacts (Pres ecti ;ts (respectively) prior to
all ~ ~ secure from a pump ' All environmental permits applicable to the project must sh ion specifications shall be < U
accompanying rdino to the flow and lift information provided in the &or FEMA for any riparian buffer, wetland supplies acco pumps construction ice of a Building Permit. CV.
IA+TTF~ o operation by qualified p erso~ulel in order table. Putt1pmb operations must be monitored 24 hours aday for each day of the pumping calculations & installation spccific approved b the CORPUD FOG Proto problems or failures. 100% redundancy is 10. Grease Interceptor / Qtr Water Program sizing talcordinator prior to issuance of~a Bu! p er to respond p ~ ~ a . ~ 1, . back a pumps are to be connected to the bypass tone e} , at 9I9) ?50-7825 or timothy.beasley@raleigg hnc. ov for more ov for more information W J
4-tK-EF T-t P Contact Tim Beasl required for- pumping operations. In addition . - OC1
marl to facilitate rrnrnedrate use. upon failure of the pri_inar:y pumps. ATTENTION CONTRACTORS
- - - - - - - - - - - - - - - - - - - The Construction Contractor responsible for the extension of water, sewer and/or reuse end/or reuse, as approved in
i Utilities Department at (91, actin the Public these plass is responsible for cost vnt at [phone] and
BY-PASS PUMPING REQUIREMENTS - MAX. AVG PEAK tour_s prior to beginning any DATE
t the Public Works Department at [phone] at least #wen four hours prior of their construction. JUNE 2011
--FT I - - PROJECT NO. SCALE:
-HR - - - - - - - - - # - - - - - - - - - - - - - - - - - - - - - .:LIFT DISTANCE FLAW FLOW Failure to notify the Public • Utilities Department in advance of beginning construction, instruction, will result in the H: I"= 50' 60184291-105873 V: 1 = 5
i ACTION FT FT GPM GPM issuance of Monetary Fines and require reinstallation of any water o facilities not inspected as a DRN. BS CHK. LWM
result of this notification failure. Connection of New
MH 483340 TO MH 488368 9.4 644 96 240 . sewer,. tie-in with cut-in manhole DSN. RAC APP.
Fay/ere to call for inspection; Install a Downstream Plug, have Permitted Plans or ~d Plans on the Jobsite, or DRAWING NO.
Fine and Possible any ;other Violation of City of Raleigh Standards will result in a , I Possible Exclusion from
{F i 'h. future work to the City of Bale g SHEET NO.
S
+ 3+00 00 + 000 100 2+00 +

SS~/H SSatN *483300 tNOT StiRVEYEDI EX.GA5 l1NE Rlu E~V.43 CAOSS~CK ICSS& CK CROSSBVCK
LOCATION OgraNEO , .x ~ E .8'PVC WATER NE 1NV.1N 42T~2f ~ 30'CURB AND ER
FROM GIS FI1F FDR 1 / EX.B'S air-SEWER lNV.~ ~ 1NFDR(IATIDN PURPOSES ONLY ~ ~ - - - , ~ _ _
\ S SS I - ~ SS SSIIN , _ C Ss ss - o © d `
Rlk ELEV.92050 _ ~ i' cy) ~ %0 c~ a a
IMITS DI U A E - - ss
~ ' f~~ ,
NOTES - S$ S WAtK , Q ""'r? IX1Y W1RE5 '
1. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT IN THE NORTH CAROLINA RAILROAD COMPANY ~ HE& , , - • ST EY P JAtKJB.S JR: ~ r l/ U 3~
RIGHT-OF-WAY. EX.fB'VCP GR~fi SEWER - ~L- - • - - P! DT94-2380 ! ! TD BE REPLACED Wt 18' PVC ^:'r ~ lD 0037,381
' 1 , .RCP,~_- ~ I 32~lPG EX ~ EX.CAME TELEVISJON UNTIE Z L cn cn
2. TREES, FENCES, POLES AND ALL OTHER PROPERTY SHALL BE PROTECTED UNLESS THEIR REMOVAL HAS BEEN AUTHORIZED. ANY PROPERTY THAT IS NOT AUTHORIZED TO BE REMOVED, BUT DAMAGED BY THE CONTRACTOR, - • % ~ . i ~ ~ ELDRI~E DRNE GtJY rRES l I / Wl ETE APRtNY , . ~ , r PROP n Ln m m
SHALL BE RESTORED BY THE CDNTRACTOR TO THE PROPERTY OWNER'S SATISFACTION AT NO ADDITIONAL COST j SsMN *49I54A, ELEV. s tKkJSE E PROPOSED FH /
TO THE OWNER. . ~ i ~ J .G TEl~VI AS S W/tL1Ail TL IN?.!N 91I.38r NE ASSEMBLY
SANO~?A M. ARR1S 1 ~ TO BE REP d Wl S'tX MN ! r , a , ' ' ° `~~1 GRAVEL E 1 , ' P/N O7 -5lS2 ~ J , ~ r 0
3. TOPOGRAPHIC CONTOURS ALONG THE ROUTE OF THE SEWER MAIN WERE DERIVED FRAM ACTUAL FIELD SURVEY DATA. THE REMAINING CONTOURS WERE OBTAINED FROM GIS. , ~ l/ & f W! CON E APRON ' x,580 ~ ~ L , ~ . % , i~ , , cl-
• - , 1 D8 04783fPG Gm51 1, ~ • ~ ~ A ADENNING ( EX.UNK N tlTr1JTY , r tK)t1SE ' d 0 ce
4. ALL ELEVATIONS SHOWN ON THE PLAN AND PROFILE VIEWS ARE IN FEET, AND HORIZONTAL NAD 83 AND I ` 7 R 38388 , ~ ~ DB .5t 2250 1 ( ' Z U-
VERTICAL NAVD 88 DATUM. - ~ . ~ EX.ELECT 11NE r +,.5..53 r , . ~ MH STA 3 20 AD. PER ANE T EA MET 0 ¢ } _ = o
ti ~ 1S 31 414 5 ~ ~ rrousE ~ , ( FRO CENT MAN LE n m
5. THE EXISTING FENCE ALONG THE PERMANENT EASEMENT SHALL NOT BE DISTURBED. ~7 ~ RAM= £f~~V 41~5.5~ ~ , _ - , ~ i i 'TEMP RARY CD TRU TION ' l W J ~ ~ J
6. N0 FLOOD PLAINS ARE DELINEATED AS SHAWN ON FLOOD INSURANCE MAP 3720079400J. NE SETA S. ~ ~ E~ , NE 5 DIA. MANN ~ ( i , ~ ASEME T ~ , ~ . I~1V SHEET ~ ,
MH MH A. d+(}Q ~ ; ~ , EX.CA~E EtFV1SKaY NE j ~ ~ ~ ' ~ w m
7. THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES AND NOTIFY THE ENGINEERS OF ANY CONFLICTS. ALL RI . 15.53', % ~ . RI EL ` , i i , TA.1 47.65 ~
NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL BY THE CORPUD PRIOR TO CONSTRUCTION. 1 ~ PROP ED _ r _ , ~ _ , E SHEET 1)f WER ' `y, [[JJ/~~~~[c~ SAN A Y E s~a~~+ FA~rtY , t
B. EXISTING UTILITY SERVICES SHALL BE MAINTAINED TO THE MAXIMUM EXTENT POSSIBLE THROUGHOUT ' ~ ~ ~r 1 LfWITED PART tP '
CONSTRUCTION. ALL REQUIRED SERVICE INTERRUPTION SHALL HAVE A 24 HOUR ADVANCE NOTICE TO CORPUD. ~ ~ • ~ a 7NE V1T UNK INC 4 ~ P1N 8794- , j ~ , ~ P1N ~ i r~t15E ~ .WATER, L 0 a cv c~ WATER. LINE z
T E Z 16UFFER IMPA o , RElD EX f a ~ ~ JO TFK~I & ( RE1D DB 127 IFG ' w,t T ~ TO BE REINO BE REMOVED OR
TB AIL IN 1`,REE , o ~ . Nl~ ~ stPG , , ~ ~ ~ rN ors--~ot~T ( ! . r , ~ ABANDON ED EL 4158,7 ; , ~ , %NDON?ED IN PLACE
~ , RE1D OO&3T45 GRAVEL DR , 1 ~ ~ D8 PG r Wl !9'RCP ' ~ ,
i 1 . ENE ' , IMPA s ~ , 1
20 lF (1 OUTSITE OF / ~ ` e SITE OF ~ , ~ , i / / ~ ~ CtN F [Y r
PRIOR TO THE START OF WORK, ZONE 1 OF EXISTING NEUSE RIVER RIPARIAN BUFFER TENANC ORRIDDR ~RRIDOR ~ < 3 r + ~ cl~rrrED P NERSHIP ' ~ ~ y;-~ I ~ - A ~ , ~ ~ - - ~ ~ ° PrN 23-8278 , BM~ NAIL IN TILIT~ U ~TILITY POLE
CONTRACTOR SHALL HAVE ALL ~~a H r • ' _ L I, , ~ t REro ' ~ - , ~ - LE . - 436.9 9
UTILITIES AND ENTIRE LENGTH OF SANITARY ~ ZONE 2 OF EXISTING NEUSE RIVER RIPARIAN BUFFER ZO 2 BUFFER IMPACT i % ~ ~ EX.GAS U E ~ OB !PG 1598 ; ~ , ~ ~ INST L ATE
% i' AC COR S
SEWER EASEMENTS MARKED, AND SHALL c2o0 SF) ED ~ ~ EW COR S ITARY EWER AS N ~ E vcP ~T~; ~ ,
MAINTAIN MARKS DURING CONSTRUCTION. Utili~y Installations and other Public Facilities including sidewalks and ~ ~ %sewlcF uNE - ~ ~ H A 1+ .35 ~ f ~ . , ~ , R M ELEU 42 . 6
CALL ULOCO @ 1-800-632-4949 handicap ramps are to be constructed on all streets as specified by ~
City Code. These Facilities have been approved by the City of Raleigh and shall be so installed unless a change is authorized by written appr _ _ _ , EX.rB"VCP ~R~ ER ~ SH ET ,
Public sanitary sewer easements are to be recorded prior to final accepts % . , ~ TO 8E REP,LACE i , r, 5 MH ,STA D+6 5a 60 , F } a Q
' ~ ~ ~ , r 1~PVC, o ! , ~ i ~ ~ ~ ~ SSItH , , ~ ~ ~ ~ . ~ ~ , THI AREA 15 A TEMPORAF TEMPORARY llP-,A
~ ELEV.419 EV 41 .76 ~ R . COR SANIT SEWER EMENT l ~ RIM EL , , ~ r ~ ~ ~ I1/Y1N CO TRUCT bN EASEMENT kSEMENT AND
Transportation Services ~ - F OM ENT R OF M NHOLE SE DETAIL 20 , rD ~ REP ~ r ~ SH LL BE SED AS A 6 A
, wt gaA arr .SHEET D- l . , ~ CO STRUC~'ION ENTRANCE , , , ~ . r JTRANCE AND ~6
LEGEND Public Utilities r , e t ( L DOW 'A A ~
- SILT FENCE t V Jl i /,~y ! ,j„ r ~ • t CNARUE iK)GAN NElRS ; CHARLIE AN RS JERRY hgGAN HE/
Conservation Engineer o -EXISTING WATER METER AND SERVICE ' P1N 0794 23 TITS ~ P1N 0799 -TiT P1N 23-7278 AREA OF L D ~ ~ ` , REID OO31827 ~ RE1D 003B2T RE10 0031E29 r
DISTURB CE Ds ~-ErPG a9a De ~ ~ 1PG I r . ~ ,
Planning • -POWER POLE APPROX.;28O SF) ; ~ NE 6" DI WATER NE
SE SHEET -3 ' , LIMITS F DISTURBAN ' E - _ '
~ -DROP/CURB INLET , _ _ . '
- - - - - - PROPERTY LINE Public ' ~ - ' ' ! WH HOGAN , , , r 1 P/N -23-821"s1 `
Sewer Collection /6clension System . , REID 1821" EX18'SANtfARY SEWER ~ R
-PROPERTY LINE (NOT SURVEYED) ; 08 !PG 788 , fF1ElD VER/FYl ~ ~ r r. N
?BTAINED FROM GIS FILE The City of Raleigh consents to the connection and e~dension of the tKk/SE , , r , - ~ , v
FOR INFORMATION PURPOSES ONLY Ciiys public sewer system as shown on this pIan. The material and construction methods used for This project shall conform to the standards to ~ r e i . , - ,
- - • • - - • - - - - -RIGHT-OF-WAY BOUNDARY and specificaTions of The Ciry/s Public UTilifies Handbook. ~ ~ , , . , y ' o~
-LAND DISTURBANCE Ciy of Raleigh Public Utilities Department Permit # ..r.-„-, - r 0.
-RAILROAD TRACKS L1J Lo N
AuthorizaTion To ConstrucF SSNH *98838B tNOT 5URVEYEDI LOCATE 08TAINED 'o V) ~
- CREEK Date FROM G1S F1LE FOR ui u~ t= co
~ra rP -TREE PROTECTION FENCE lNFORNATI0IY PURA9SES ONLY
MH*1 MH~2 MH*3 MH~4 ~..-R .~.9. Q._~.m...,...e . ~ _ ~ a ~ ~ W
: - , n - >
-CONSTRUCTION ENTRANCE ~ ~ ~ i ~ t ~ Q Lf'1 ~ D~ f~ " --e t-,- m- . 1 f... k f~ O GC Q
, Q ~ ~ 4
_ 1 Cr ~ d" r ' a T ' ~ , Z Ln
STANDARD UTILITYNOTES: ~ 9 > ~ E a _ - 435 ~ ~ i - _ n-_ ~ -.__a . u , u1 . W . , W W _ - - ~ V OD
J J J J , ~ ~ ~ W W 9. W W € { ~ F{{ ON
I. All materials construction methods shall be in accordlnce with.:Cityof Raleigh design standards, details & specificatioiu (reference: COR PUD Hlndbool., current edition): ' ~ t rv Y , i j ~ , ~ r : ~ 5 5 < c~ 0
2. Utility separation requirements: o-m ~ .r.e~.i. ...s.w......~w. i. ~ _ 3 i , .4 t 9 f t. i ] t' ir'. . 1
• A distance of 100' shall be maintained between sanitary sewer & any private or public ~ ~ ~ ~ 4 k _~-pIA 4 DIA. 4 DIA. 4 DIA. k ~ F Q
water supply source such as an impounded reservoir used ~s a source of drinking water..If adequate lateral sepazation eznnotbe achieved, ferrous sanitary' sewer pipe shallbe , 430 _ ~ , ~ - , _ t • _ f ~ _ - _ , 0
speci5ed & installed to Waterline specifications. Howe~~er. the iuinimum separation shall , 4 z ,
not be less than 25' from a private well or 50' from a public well . ~ ; ~ i E r. i
• When installing water &/orsewer mains, the horizontal sepu~ation between utilitizs shall ~ , p, r a - E ' r
be 10'. If this separation caniwt be maintnii~ed due [o existing conditions, diz variation allowed is the water main in a sepazate trench with the. elevation of the water main at _ a P u _ a a J , E t
least I8" above the top of the sewer & must be approved bythe Public Utilities Director. BY-PASS PUMPING REQUIREMENTS 42~ 425 - ~ ~ ~ _ . _ , . F
All distances aze measuredfrom outside diameter to outside diameter ; `r
• Where it is impossible to.:obtaiu proper separation.. or anytime a sanitary sewer pisses 1 : 3 1 4 - ~ EXISTINGr GROUND { ^ < 1 n PEAK - w~.. , ,
over a watermain, D1P materials or stezl encasement extended 10' on each side of MAX• crncdnv mutt he specified & installed m waterline specifications LIFT DISTANCE F 1 um ~ w- _ ~ .7.~ _ e .tea _ - _z_ _ - - - - _M.3._~.~ ~ ~ . - : , i t ~ ~ . ANCE FL(?W FLQIN , : ~ ~ , ,
" lion at all termain & RCP storm drain crossings; Ivlarntanr lS mm. vertical separate wa , ACTION BY PASS. PUMPING F FT G 'T GPM GP
maintain 24" min. vertical separation at all sanitary sewer & RCP storm drain crossings. 420 4,20 , h W
Connection of New Where adequate separations cannot be achieved; specify DIP materials & a concrete MH 483300 T MH 48$368 9.4 644 i 14 96 240 i
cradle having 6" min. clearance (per COR PUD details W-41 & S-49 sewer, be-in with cut-in mnhole ® All other underground g round utilities shall cross water & sewer facilities with 18" min. vertical " 1 i k W H
separation required - - j 6 "
' to oval of an amended &/or b 3. Any necessary field revisions are subject review & apps_ plan profile y Bypass Pumping 0 Operations P i _J ti W X
the City of Raleigh Public Utilities Department prior to construction , 15 415 Q W _ CL W W
water & sewer service to existing residences & businesses 4. Contractor shall maintain continuous Sewer Bypass Pumping: necessary service interruptions shall be preceded by a 24 throughout, construction of protect; Any _ oe_ , i
hour advance notice to the ~City ~ of Raleigh Public Utilities Department tie J W
r it a bypass plan to t the City of Raleigh Public= Utilities . 5. 3:0 minimum cover is required on all water mains & sewer foreemains. 4.0 minimum cover is The Contractor shall submit Department prior to pumping operations to coordinate with administration, Utilities gineering
required on all reuse mains engineering within a 2< x2 Waterline age daily W W U.
6. Install r~ 3.„ copper water services with meters located at ROW or staff. Pumps should be sued to. handle the peals daily flow (2.5 times the average daily flow) for the line or area of work. The contractor shall secure pumps from a pump Easement immediately adjacent I a um t 3 p 410
7. Install 4" P\ sewer services o minimum grade with clearzouts located at ROW or supplier accordin- to the flow and lift infonnation provided in the accompanying table. . @ 1.0/o ~ I 410 ing table. ,
easement l me & spaced every 75 linear feet maximum Pum ping operations must be monitored X24 lours a day for, each day of the pumPm g p um in 1?
8. Pressure reducing valves are required on all water services exceeding 80 psi; backwater valves are op ~ eration by clualified personnel in order to _respond to problems or failures. 100% . . ~s. 100% : 3685 .81 PVC 3.99/. are to be _
required on all sanitary sewer services having building drains lower than l0' above tie next redundancy is required for pumping ing operations. In addition. back tip pumps are to be upstream manhole connected to the bypass force main to facilitate immediate use upon failure of the primary 1 A' e primary 30.97 8I PVC 4.007.
9. All environmental applicable to the project must be obtained from NCDWQ, USACE permits p pumps. F
&/or FEMA for any buffer, wetland &/or floodplain impacts (respectively) prior to riparian construction 405 405 E
30. Grease Interceptor Oil Water Separator sizmU ~ calculations & installation specifications shall be f : LLJ
"ALL CONSTRUCTION SHALL BE IN STRICT UD FOG Program Coordinator prior to issuance of a Building Permit. approved by the . CORP _ RICT , 3505 8 _PVC Q.5 17. r
Contact Tim Beasley at [phone] or timothvbeasleY ~ ralei inc.ov for more information ACCORDANCEWITH CITY OF RALEIGH AND 0 I " D OR
it k N So CL
ATTENTION CONTRACTORS 4
The Construction Contractor responsible for the extension of water, sewer and/or reuse as, approved in , ` DATE JUNE 2011
these. plans, is responsible for contacting the Public Utilities Department at [phone] and rn "7 0 _ , o
at least twenty ` four hours prior to beginning any the Public Works Department at [phone] y GTS DISCLAIMER • ; O { _ of N : CO ~ I ` - Ok o p m • O E SCALE: PROJECT NO. H: 1" = 50`
of their construction. 395 395 . 4 , , 60184291-105873 V: 1" = 5`
Failure to notify the Public Utilities Department in advance THE BUILDINGS AND CREEK ON THIS MAP WERE NOT SURVEYED. THEY WEF " of beginning construction, will result in the HEY WERE , , DRN. BS CHK. LWM
issuance of Monetary Fines, and require reinstallation of any water or sewer facilities not inspected as a COMPILED BY PHOTOGRAMMIC METHODS, AVAILABLE ON THE GEOGRAPHIC o , APHIC DSN. RAC APP. ;
INFORMATION SYSTEM (GIS) SOFTWARE USED BY THE CITY OF RALEIGH. result of this notification failure. LEIGH. > > > > > i " Zj
Failure to call for Inspection, Install a Downstream Plug, have Permitted Plans on the Jobsite, or I E DRAWING NO.
any other Violation of City of Raleigh Standards will result in a Fine and Possible Exclusion from I "
+ future work in the City of Raleigh. 0+00 1+00 2+00 SHEET NO. I
b

d -n cy)
O O O
NOTES f
1. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND SIZE OF BOTH WATER LINES ~
AT STA.0+00 AND 6+38. THE COST OF FIELD VERIFYING THE LOCATION AND SIZE DF THESE THE YtfAL tlNr~lA~ U U 3
WATER LINES SHALL BE INCLUDED IN THE BID PRICE FOR PIPE. 1 REII} tID3B386 ~ , , ~ ;,J?'•.
`~~.4:.,, z
2. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT IN THE NORTH CAROLINA RAILROAD COMPANY RIGHT-OF-WAY.
, n 1 ~
3. THE NEW 6" WATER LINE SHALL HAVE A MINIMUM COVER OF 4.0 FEET. USED THIS AREA SHALL BE 10' TE AMY C NSTRUGTION EASEMENT ~ a 0
,~A. ~ AS A LAYDOWN AREA , ~ . ' ~ ASEMENT ~.I~~~-, ~ ~ o
4. THE CONTRACTDR SHALL COORDINATE W/ PROGRESS ENERGY TO HOLD POWER POLES WHEN NEW 2Q COR SANITARY SEWER E 1 r ~ n cr~erx ~~rnr ~ NEW FIRE HYDRA ZE HYDRANT ASSEMBLY Q
EXCAVATING NEAR OR AROUND PDLES. , , uWtrEO PnRrNERSHrP 8x6 TEE W/ BL =E Wl BLOCKING W
5. WATER & SEWER SERVICE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION WITH MINIMAL INTERRUPTION. d>~Rr HOGNV HEIRS ~ a FaYKr ~,r- Prk 0194- ~ - 6" GATE VAL «~'i'~~ ~`~'Cs 1 1 PIN 0194-23 7~l8 uNtfED PAAtt'NE~'f1l ~ ^ _ ~ RfrD ~!04tN~3 , ~ ~.~~`ne I~rr~,~PPr~ ~ r~ a ~,7 10 L.F. 6" DI a Q ATE VALVE WI BOX V) u J- 6" DI PIPE, MJ d C
ALL REQUIRED SERVICE INTERRUPTION SHALL HAVE A 24 HOUR ADVANCE NOTICE TO CORPUD. OPEN CUT R 6. PIPELINE MARKER SIGNS SHALL BE INSTALLED AT LOCATIONS INDICATED ON THE PLAN VIEW, AND SHALL CONFORM WITH THE SPECIFICATIDNS OF THE NORTH CAROLINA RAILROAD COMPANY. EACH SIGN SHALL HAVE THE FOLLOWING INFORMATION LISTED ~ REID OR3rBP# P/N Ot94-~J"6~t8 ' J r ' ~ r~ifYF~..(Gu ' ~ i_ .~J~' V T ROADWAY - ~ - ND CU ~ ~OLIlP6 I REID ~ 1 90 BE BEND u' °
wHa.Elrr ~c~ ~ las4arP~ 1~4s • ~ HYDRANT EQUIPPf ~ , > D F EQUIPPED
• PIN 0194?.3 ~ , > = WITH 5" STORTZ R~r~or~e~r ;,,~f ,,rig,-~~a-' _ STORTZ NOZZLE V) c
' ~ - - SEE NOTE X15 , •E *15 o
+ ~ ~ ~ ~ , STA. a 20 ~ IR4~/E „ ~ _ _ Q a co
NAME AND ADDRESS OF OWNERS CITY OF RALEIGH, EX.6°DfWAT£R L/NE CONTENTS~ POTABLE WATER 6x45 ELL NEW 6 DI WATER LINE w U rz„ uuE PROPOSED yy" COPPER 0 - t~5'EPH ~ ~ W/ BLOCKING I ~ ~ + U U
PRESSURE IN PIPE 60 PSI AREA OF LAND DISTURBANC DEPTH AT MARKER (AS DETERMINED IN FIELD) (APPROX. 3300 SF> ` ~ V E SfAt~Y P r ~ STA. 6 38 WATER SER IC . . ~BANCE ~ ~ Pry Or,~-~-r ~ ~ LVE TA. 6+38
AND WATER METER ~ , ~ , . 6 V A . , - ~ PRO OSED i a , G ~ STA. 0+43 ti, ; ~ , ~=t.~l!: 1~ ~ RErr~ oosl.~r i,ah_Jt~_ ~~_r fw, ~ y 5 MIN ! _ f a,r 6x8 TEE " VALVE WI BOX "x8" TEE W/ BLOCKING o N co
IN CASE OF RUPTURE, CALL EMERGENCY TELEPHONE NUMBER [phone] OR PER_; wt~s u a 7~ , ~ 13Z61/P~+ ,#iB , t C~' 6x22.5 ELL 6 WATER r~l. ; ~ ~ • ? h . - WATER SERVICE ~,,~r~t , -
[phone] AFTER HOURS AND ON WEEKENDS TBM~ NAIL IN UTILITY POL ELEV. = 433.09' W/ BLOCKING ~ VALVE ^ - POLE TO EX. METER _ A~CRR ~Q'R/w ~ ~ . - p _ ~ OPEN CUT ;r IPEN CUT ROADWAY
~~~r.,,~~ .~~,r ~ .r ~ l ~l~1a~C t. ~ E~c~.f ~~.1..~/Cfk! I~l~~: , ~ ~f
7. ALL DUCTILE IRON PIPE SHALL BE MECHANICAL JOINT, THICKNESS CLASS 50.
8. THE PIPELINE SHALL BE INSTALLED PER NORTH CAROLINA RAILROAD COMPANY SPECIFICATIONS OR CORPUD HANDBOOK (CURRENT EDITION) WHICHEVER IS MORE STRINGENT. 1 00 G_ _ r • _ d ~ r`• . ~i ~a64~W~. l~I~l.~t'; ~'i 5 Q V IdE a . rt~r? L"'?'DES---~ 6+ ~ EX ~t'~G' w~TER u eATER L WE
° ~ ~ ~f~ ~ rte' S! Fl ~ ~ _ V.E
9. THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES AND NOTIFY THE ENGINEERS OF ANY CONFLICTS. _ r/)r I'~{I 1 11f~7"'-" ~ ~ ,.J [1'r ~_3 , ~ r . ~ ~ ,a STA. 6 28 ~
ALL NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL BY THE CORPUD PRIOR TO CONSTRUCTION. STA. 0+00 6"x6" TAPPI lO.EXISTING WATER SERVICE LINE TO HOUSE ON CORBIN PARCEL (STA.4+25 to 6+25),SHALL BE REMOVED AND VALVE o 0o A. ~+16 ST 6"x45° ELL ;
6" TAPPING SLEEVE STA• a+43 r„ , . INSTALL PIPELINE E~~S~'ER UNE ,,tw W/ BLOCKING . .R UE
VALVE W/ BOX INSTALL PIPELINE MARKER SIGN MARKER SIGN :~a~3~~- T~~~r~~cr~ ~a~~~
OR ABANDONED IN PLACE PER CORPUD HANDBOOK PROCEDURES. (SEE DETAIL ON SHEET D-2? N SHEET D-2 - _ . tSEE DETAIL O , _ . _ _ - . _ _i . .
_ - _ ; _
11. THE CONTRACTOR. SHALL BE RESPONSIBLE AND ASSURE THAT ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST MUTCD PUBLICATION. ALL SIGNING SHALL MEET THE LATEST _ - e-'!s-rw-- _ _ - „r ~ _ _ • A - ~~~~ttt1k1B1B~~~
REFLECTIVITY REQUIREMENTS. . - CRi?~SK CROSSBUCK
STA. 2+63 EX. WATER SERVICE LINE NEW FIRE HYDRANT ASSEMBLY
12. INSTALL ALL ADVANCE WARNING SIGNS PRIOR TO BEGINNING ANY TRAFFIC SHIFTS OR CONSTRUCTION. TO BE REMOVED OR 6x6 TEE W/ BLOCKING °co-
ABANDONED IN PLACE 1 - 6 GATE VALVE W/ BOX SEE NOTE *10 THIS SHEET ~
13. ALL TRAFFIC SHALL BE RETURNED TO THE EXISTING PATTERN AT THE END OF EACH WORK DAY. LEGEND 10 L.F. 6 DI PIPE, MJ FENCE ~ • a ; vi,
14. THE CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER, SIDEWALKS SILT FENCE i - 9Q BEND
AND STREETS TO EXISTING CONDITION, OR BETTER. o -EXISTING WAT 15. ACTUAL FIRE HYDRANT LOCATIDN SHALL BE PER CORPUD DETAIL W-4 (SEE SHEET D-2 FOR DETAIU. ~ -POWER POLE HYDRANT EQUIPPED WITH 5" STORTZ NOZZLE ING WATER METER AND SERVICE SEE NOTE X15
~ POLE - .
r
16. PROPERTIES CONNECTING TO CITY UTILITIES SHALL REMOVE OR ABANDON EXISTING WELLS ~ -DROP/CURB IN PER WAKE COUNTY STANDARDS, UNLESS WELL ARE RETAINED FOR IRRIGATION PURPOSES ONLY _ _ - - - - PROPERTY LIN (ADD RPZ BFP ASSEMBLY TO DOMESTIC). CURB INLET NCRR a~arRrw a,
:RTY LINE Y
-RIGHT-OF-WAY -OF-WAY BOUNDARY -
-LAND DISTURB . ~ -RAILROAD TRA -CREEK DISTURBANCE LU *10
THE START OF WORK PRIOR TO Imo. C4
~OAD TRACKS CTDR SHALL NAVE ALL CONTRA t.~
~ T BUILDINGS AND CREEK ON THIS MAP WERE NOT SURVEYED. THEY WERE E LENGTH OF SANITARY HE UTILITIES AND ENTIR
COMPILED BY PHOTOGRAMMIC METHODS, AVAILABLE ON THE GEOGRAPHIC
' ~rP TP TREE PROTEC - CONSTRUCTIO "ALL CONSTRUCTION SHALL BE IN STRICT MARKED AND SHALL SEWER EASEMENTS PROTECTION FENCE INFORMATION SYSTEM ~GIS) SOFTWARE USED BY THE CITY OF RALEIGH. J
G CONSTRUCTION TAIN MARKS DURIN MAIN th
TRUCTION ENTRANCE _ 0 ~ I-800-532 4949 CALL ULOC Ln ~ ho N
W th F- ~
455 O" r
ACCORDANCE WITH CITY OF RALEIGH AND / OR 45 NCDOT STANDARDS AND SPECIFICATIONS." - 455 : ui o.
i -1 _ j t i r I~ ~ iT 1 i , I ~ , a art`h_ i E l ( i r i i i ~ , i~ , i - i-~--i-+-- I ' , ~ i a t~ ` : e i M
! ( I I l I! E i€ t} { i t I I I I I I i it III II I a I -~--rJ ~ I [ i a I I I i f I I I I j I j i i - r t , ' CN
- { I 'II I~i aj!i it li i I G I , : ' ___a__~~ L.~~. : I I { i ~ a I i I ~ i i I I { j ! 1 i , _ ` i 1~ ; I i i 3 ! I f 1. I ' - - -l-l-~».1....i_..-{_ r..i.,.F~ i... F.___ - '--t-»- I _ . ._..__.__.~._.__~.__I ~ ~ I--- € f I i i r i I _ _ W t- I
' ' Utility Installations and other Public Facilities including sidewalks and I-~ ,~il~lil lallljl IIl - I I E I I I j ~ r ~ , , I : t ."".~"'_I"`i ! ! I 3 1 ~ j._ ' a I I t f w I I I i { { E_~ I 1 _i--i-' I " _.i_:--'~' _ - _ _ !4 I I i ~ I i ! I 1 I 1 a L_. _ _ I . - _ I..,,.j._~..-».._ _.~.'.'-j- -C .,_f.....1... ~._.t,._ f f _ t t f _!......~._._:._...,_°.I_,_~...._I-. .._.I_.... _...,,.......i ....I .»..a_,..._J.._. __r_....._..... _ i I a ~ t € j _ ! ~ I i i I ~ _ _I - ~ 1 € . , I . I _ \ tW u
: { I I I i I I , I ~ _ -~.-.I..,... t ' ._:..,--4._.3-.y..,:--:- _ _ _ _ , _ _ E,, . ~ : I : ! 1 I I l i I I -r' I 1 I I. i I I ~ ; I'~( ~ ~ f : a I i I I i a I ~ ' I{! 1 1 11 I , I j 3 i i I I I t ~ _
I I I ~ - - , I f i i I I I I ! ~ I _L_ I , : s , I : : : Hi a i t 1 t 1 I k t a ( 1 a i , ; I , , ' I ,--i--f`! { i 1 3 ~ ui H
` handicap ramps are to be constructed on all streets as specified by 1- { City Code. These Facilities have been approved by the City of Raleigh r "F' I : , , . _ .__I.. y { 'i-! ' t ( I L i_.,..~..._.{_ I_....»mE._. _ . } r_....._[._ _ _ -~._.r'_' _ __L.. _ _ _ _ I-?`! - I, j+ i i i I __r.. --I~---. ! i , ~._..i,_.... : I ~ ~ I 1 k } ~ i 1 1 i ~ i I I ~ ' i I I a ~ ~ ; _ - :
and shall be so installed unless a change is authorized by written approval. ; , , a' , I : t ~ t ! , ~ ! 1 , i ; , : .__t____._.. ~ I , _ - . _ _ . i a , , ~ ( t a a'a ~ I - : i I [ , I ! I I I I I I i I ._..L.... _ - - t -+-.i- I a I i _ 1- ....t..........~.....
Public sanitary sewer easements are to be recorded prior to final acceptance. `T i .11 ~1~ _ -I-~---; I ~ I i ' { ~ t< ~ I f i t l I f I I t ~._._,a_i I ..,._1_ _ - - - , ~i I__.~._~._-__i»,»__c.. _ ~ _ _ I ~ ~ --r _ _ a - _ I ~ ~ , I I a W
STANDARD UTILITYNOTES: - a ' ! ~ i III ' I I I I i I _ ~ I ~ a , ' , a ~i ! -f__.._._ _ I L......._E--- _i__ _m _ _ _ _ _ I •-i- t t _..r I t I I I l i~ I { , a ' f t F t o t i I a i t ' ; 4 i i i , : , , S I , a
I I i I 1 i t ! i a I a 1_ _ _ i.--»._,1._.L-:-,,.!_. _,1- 4-.. ._L._f-i_- --f-1-.- I ' i - _ , k ` - .,.w. 1 _ ~ ; r_.. q..._ _ ! I t I i { ,...E { i-I _ 4.._._,_.,_ ; , , i . I ..3..I__. ~ , - , t a , _..y.v.,.~.,.~ t_".a I , i i ( I i ~a . ~ 1f
T~ansporfdtion Services L All materials & construction methods shall be in accordance. with CiTy of Raleigh design ! f~ I f I' ( ! i i 1 i ~ 1 1 i i ~ f - .r.... j I I I, i I I ! 1 1 i 1 ; i I i ! I - I_ . _ _.1._ _ ..1_ -.-.-_-r_.......--. , T--,_.~._~__.,. ..._.--r,. _ - - *-^-_t,- I ~ _ _ i .I , , . _ _ _
standards, details & specifications (reference: COR PUD Handbook, current edition) { I : F t ,I_ a s i I 3 { - j , I t - t t ' L I a -F__..,.._.....,, I.I I. _..ti.____... .._I- ~ ..1...,~.... _ _ :_y i `t i„ [ a t `t ! I i i . : ~ t I a ! I I a ] a I : ' _I._, i I °...-t_..._.t,._ k.__ _.~...-L..:.. _S_ i __.t_ F i f ~ 1 ~ ~ ~ _ a ! I i.._ i ~ ~ J_._. I _ _ _ 4-_~ t ..I....~_.J [ € ! ! ...y _ f .I.....
Public Utilities 2. Utility separation requirements: T 1 t ~ I i i I i : { I I I I ' I i i e _ _ .._,j__. ' -3 a t - a-.2.`t '__i..~...._I_i-.,.}__'_i.....J. _.l.."'~_{"_j-. _.k-».. - r , a : , { a _ t I E , t i i i .._.L._ «..I.w,.,.....r._..._L._L.._.._,_ .uL..._{__ ..,I_....._. , I 1'~ 1 { { ~ i. ? _...3...-. ! ' t t»_. ._.i,.,.
• A distance of 100' shall be maintained between sanitary sewer ~ any private or public I 1 Conservation Engineer water supply source such as an impounded reservoir used as a source of drinking water. if ` - i I 't 1 _ I._ ! I r I t{ I I I , 1 I I _ _ _ _ _ _ _ I - 4 I I I_. I I E I 11 t 1 C i i i l l i ! »I_J ~ _ -n , ` i r i ~ ~ i i I I j , I I
. j ~ ~I a i 1 1 I I I[ t i l' t 1 1( , I I I I ~ _ - - ' a t ">-.°i. _ k , i ...I - , i - I t i j ~ L i . i I a a i 1 I- _ i._ y, : r..`_ 11 " t , I ! i ~ E ~ E , { 1 ' I I 1` ( . _ ~ t - ' r-;-^-~ -~~-~-I j^--;~--I~- _ _ j : ! f t [ I , . t ~ i ' ` 1 I _ _E. _ . J,......_ I L..... i.. - _ ~ i I _ i a I ~y y+ I
adequate lateral separation cannot be achieved, feirous sanitary. sewer pipe shall be ~ - oi...,..~..., specified & installed to waterline specifications. However, the minimum separation shall ,..~.-i t t , ~ i f" ~ ~ as - ' - - _ . I i_-i-i.._.I y,_ _i__k" ! I ~ ~i~~sR~l i ~ I t t 1 i ! ~ I ~ a ~~t ( ( r I . r.<__!_. ._-:--L_.-_;--:-i--t.-.. _.E ...i._.L._i---4-t- ! ~ I a..~~~....L~_ II~A~~.~fl~~ ~r~ r._S._~......}....... ._r .,_i..^. _ _ : ! dilf41dt 1`~V111rn7t d1i AfTr' ~
I I%AI IN Big IV n 25' from a rivate well or 50' from a ublic well :1. i~ not be less t! a p p . 1 t- , _ t._ _ j_ i . , I i I I I [ 1 ;..T-L;......... , i Wli
When installing water &/or sewer mains, the horizontal separation between utilities shall i~ 44 i ,
be 10'. If thr s separation cannot be maintained due to eistin g conditions the variation - I 1 ,
Public allowed is the water main in a separate trench with the elevation of the water mail at
least 18" above the top of the sewer & must be approved by the Public Utilities Director. Water Distribution /Extension S E , vstem I - - L-L i r Ii( i I ![illllli ! I I I I - ! I ; i W
All distances are measured fi om outside diameter to outside diameter star I I _ ..._.._......__L_. f L - { r i I { i I I i( I i i i I i j 114+7 111
• there it is impossible to obtain proper separation, or anytrniea sanr y sewer passes The City of Raleigh consents to the connection and extension of the over a watermain. DIP materials or steel encasement extended ;10' on each side, of ! E ? it I L Or,l - _ _.._i...-.----.._. _ W"
is water distribution stem as shown on this plan. The City's public system p crossing must be specified & installed to waterline specifications i i 1 E I I ( I k _ j A7A 1.1.1 CL
material and construction methods used for this protect shall conform • ' to the standards and specifications of the City's Public Utilities Handbook. • Maintain 18" min. vertical separation at all watermaih & RCP storm drain crossings, i I E , t ? -7 -L i l l ! I I f i { i i I ! I i i 1 ? I ! 1 i i i[ i t I I I' { f I E { I 1 ~ ( ~ i - - j
maintain ` 24" min. vertical separation at all sanitary sewer & RCP storm drain crossings. ? i -tT-~-,-; ? I i E I I I I , E f I 1 I i E -I- - t - J~ i ~L [ I I a i I f I I i? , , { ui
City i T DIP materials & a concrete of Raleigh Where adequate separations cannot be achieved specfy i : , 000 i --F- j I~ ? 1 I I ! I i I [ 1 i I ! I ! i I i
Public Utilities Department Permit # ~ cradle having 6" min. ciearance (per COR PUD details W-41 & S-49) C EL ' 1 I~ I 11 I i 1 I ! 1 ! i I ! t? j i i t? i I f I i i i i 1 I I ? I ! I 1 ` I I I i I i i ! i i 1 1 ! I , i [ ? j 1 I 1 I I I I ! - ~ 1 I ~ ~y ;~-i I i i, 1 1 i 1 I f i 1 W W
All other underground utilities shall cross water & sewer facilities with 18" min. vertical i r Authorization to Construct separation required ; +14 I I i j! I i i I ~ 1 f [ j!? i l i i 1 1 I ? i I? 1 ? ? 1 i ' _ _ I ,
of an amended plan &/or profile b . ` 3. Any necessary field revisions are subject to, review & approval I I by i T -2 1 1 ! 1! I I [ i l? 1 I{ I i I I j I I i i I I I 1 1 , ~ j ~ ~ I i { i 0 - J
Date ~ t 1 ; the Ci of Raleigh Public Utilities Department prior to construction f I I i I i I j i { i ? i 1
f 4. Contractor shall maintain continuous water & sewer service to existing residences & businesses s ~ t ( j ! i 1 i II ` I { i l j ! ! 1 ! I! ! j ; I I - - - LLL
i throu ghout construction of ro'ect. Any necessary service interruptions shall be preceded by a 24 < < < ` i I i f l i f I i E I f i I s j 1 ! I i -
e hour advance notice to the City of Raleigh Public Utilities Department 3- 4 - -
3.0 minimum cover is required an all water mares & sewer orcemains. 4.0' minimum cover is 3 ' j { . "t required an all reuse warns 4 4, j i l i I i l' 1 11 ! 1 i ' ,I_ 1 1 : ? ? i ( t , ! r ? ? i f ` i i I [ ( I f ? f ? ? ? I Cie
CONTRACTORS ATTENTION b. Install ; 3'~'' copper" water. services with meters located at ROW or within a 2'x2' Waterline r -1 . ? TT j 1 1 ' -7--r-7-- i ,,,i
~ The Construction Contractor responsible for the extension of water, sewer and/or reuse, as approved in Easement ' ~mmediateLy adl cent , . , -f-,-{~ ^~r' i I i I ! I I I I I I I I _ i _ I '
at 919) @ 1.0% `rode with cleanouts locate at R or .857-454 4 and 7. Install 4', PVC* sewer services o mmmlum U r Department these lans, is,responsible for contactin the Public Uftl rt es r i l l l l l l l l i j I' I! I ~ i ! ? ' ! i I ! I i i( , i "_J-h f ! ice- i I ; 1 ~f r l f ' I ! I I I I ' I _t_ i D a.
every 75 linear feet maximum easement line & spaced at leas r hours prior to beginning any t twenty ~ - T ~s~s1 ss6-6810 four the Public Works Department at C } I I ~ ~ - - - I I i I I ._..)-_i~_L
- 8. Pressure reducing valves are required on all water services exceeding 80 psi; backwater valves are of their construction. ; I I! I [ ! f ( f ! f L I I I t f , ' I, I ! 1 ! j *T 1 i 44# r r ? i
- - required on all sanitary sewer services havin ~ building drains lower than 1.0 above the next -f- i
Failure notify the Public Utilities Department in advance of beginning construction, will result in the upstream manhole issuance of Monetary project must be obtained from NCDW - `r facilities natinspected as;a 9. All el~viroruneitto1 pro Y . Fines and_require reinstallation of any water or sewer _ permits _ applicable to the Q, USACE T -T I I f_.. i I i I DATE
result of thisnotification failure, &ior FEMA for any riparian buffer, wetland &/or 1loodplatn impacts (respectively) prior to I j[ I I E ! E I I I [ 1 I I ! t ! I j i ~i j j_! ` --I- JUNE 2011 _ 1 _La 1 _ SCALE:
construction -i - PROJECT NO. H: 1" = 50`
Failure to call for InsPection Install a Downstream Plug, have Permitted Plans on the Jobslte, or 10. Grease interceptor l Oil Water Separator, sizing calculations & installation specifications shall be l i ? ' l ' l i ' I ` I I i I I i 1 ? ? i? 1 1 s ! ' I FI- 7 I I I I ! t l s i I I I i! I E i [ I - - I j- 60184291-105873 y: 1" = 5'
any other Violation of City of Raleigh Standards will result in a Fine and Possible Exclusion from approved bY ~ the CORPUD FOG Program Coordinator prior to issuance of a Building Permit. ~ future work in the City of Raleigh. Contact Tim Beasle at [phone] or timoth = b~ easleygraleighnc.gov for more information I! I , ,.1 I I l i I, I I I ~ I I I i I I, i i I - - - - - - DRN. BS CHK. LWM
y i I I I I' ! I I I I I i I ~ 1 I I I i I I I L.- - ~ _ I I I 1!~~ ~~i I I I : i I I i i I I I I i :-f DSN. RAC APP.
j! I :-r!--~-`-i I i i I I ! i _J
r , r - - T i 1 - -~-I I 4~ i r DRAWING NO. .._._..1.._.:.._...------
{ ' i k 1 1J I ' -i--L-'--; --^t'-f- - --i-;-r=1- 1 --~--r - --j -y-j-r ! I r J i - - - - i' ~ , - ! .~~L ~ ' J !
~1 LLJ f€ SHEET NO. C® I
0+00 1+00 2+00 ~}d 6+00 7+00 f~

NEW MANHOLES USE AN APPROVED BITUMINOUS r) 'g
BASE SEALANT THAT SHALL BE APPLIED TO COVER 120 LBS. MINIMUM JM
- TOP OF THE CONE SECTION TD PROVIDE SEE C,O,R, STANDARDS 25 THE
FINISHED GRADE FOR MANHOLE FRAME AND COVER A WATER TIGHT SEAL,
r 1 v
' ~''a N pAC't~ nb 4~' D aN~ R~.
M 'p •D' F
??ALL CONSTRUCTION SHALL BE IN STRICT 24 MAX 4• ~ 4• a ~ . G. , D. Q
H . y * U Q
ACCORDANCE WITH CITY OF RALEIGH AND / OR FINAL 4 •I/: V. . 0• CL
NCDOT STANDARDS AND SPECIFICATIONS." BACKFILL ~ v• ~ ~ \ 1 ,d Q o
. ~ , , ,CONE MAY ECCENTRIC M H u- J
• BE USED DN $ , 10 AND 1~2 V) u- J
UNDISTURBED SAIL ' ~ 12' SEWER MAINS, ~ $ ~ ~ ~ ED SOIL
Q ~v b' • p G~' oc co
Utility Installations and other Public Facilities including sidewalks and D` MANHOLE CONE AND BARREL ~ SECTIONS SHALL BE AS PER r V) c
handicap ramps are to be constructed on all streets as specified by ' ASTM, STANDARDS d • ;4 v
City Code. These Facilities have been approved by the City of Raleigh , t '„P 0- CL 0 0
f and shall be so installed unless a change is authorized by wriften approval. Public sanitary sewer easements are to be recorded prior to final acceptance. , •p `d REQUIRED ~ U U c=ia
'v: ~
E INITIAL Q ~ N r ~ d •Q' a< D RING SEAL © O r N M
~ ~ i _ ~ a b. , ~ DR RAM NECK
Transportation Services BACKFILL ' 3I4" « 4 ~
SPRING LINE • • #67 STONE Public utilities oC~o~° ° 9~;~'
' ~ o < HAUNCHING ~ PIPE GRADE '
°ro~o Conservation Engineer E • ' RUBBER BDDT •b , , , . ' • LATERAL INVERT SHALL NDT
~ °8ce 4' BEDDING ~ . d , .o • v . ,a' 4 BE LOWER THAN MAIN SPRING 25 1/16
Planning ~ e' ~i X, ~•d' . LINE, MANHOLE NEEDS TO BE ;p; ~ " •c• • Q • 23 11116 • • , , . ~ • . • e ' • . ABOVE 100 YEAR FLOOD PLAIN
. ~ . D ° . j' ° • ~ ~ . ' d ' DR SEALED AND VENT TO BE i'
TAMP WELL UNDER MINIMUM SIDE E , • ..e , ' • . ~ ° . , ~ ~ ' ' ~ ' • ° • ' i 6" ABOVE 100 YEAR FLOOD PLAIN, . d' , , ..D. , . ~ : d • • WHEN MANHOLE TOPS ARE IN _ . , ~ ~ . ~ BUTYL NEK DR
BOTTOM HALF 6' D.D. ?F PIPE 6' CLEARANCE EXCESS OF 3' ABOVE GRADE, ' OUTSIDE STEPS MUST BE APPROVED
?F PIPE 9 .PROVIDED, SEE STANDARD 7 1/2 22' SEALANT
SECTION A-A 5-28 FOR STEP DETAIL, IN BETWEEN FRAME NON TRAFFIC AREAS, TOP OF
FRAME AND COVER SHALL BE AND COVER
TYPICAL TRENCH BUTT?M DIMENSI?NS F?R INSTALLED A MIN, OF 1` ABOVE FINISHED GROUND SURFACE, L
, ~ . 1' 25 15116'
SDR 35 PVC GRAVITY PIPE . « ~ . • # . C ~ ~ , SEE SEWER DESIGN SECTION • .4 ' ' • 33 114
NOTES 'b d
E 1. For trenches requlring shoring and bracing, dlmenslons shall A NE A ~ MIN, 9 COMPACTED #67 STO ' ' GSHIEED 5/8 X3 LA aGSHIELD IN HOLE ~ ` ~ ~
be taken front the Inside face of the shoring and bracing, ED NOTES • BASE TO BE INSTALL DRILLED INTO CONE qTO CONE OR
' 2. No rocks or boulders 4' or larger to be used In Initial backfllL UNDER NEW MANHOLE, 1) ALE MANHOLE FRAMES SHALL BE RING WITH ANCHOR Fill, ANCHOR SUNK TO Alp,
3. All backfill material shall be suitable native r~aterial, ' - AREAS TOP OF . ~ IN NON TRAFFIC BE DDMETICAELY CAST DESIGN DEPTH, ANA FRAME AND COVER SHALL BE A MINIMUM PTH, AND 5/8 X3 ~ 'NS,
2) FRAME SHAEE BE HOT DIPPED GALVA INSTALLED A MIN, OF i' ABOVE D GALVANIZED
4. Backflll shall be taMped In 6' Ufts In traffic areas, 12" in ` • = WEIGHT DF 182 EBS, WITHIN T AND WAS LAG BOE • • FINISHED GROUND SURFACE, PUBLIC ROW AND 160 LBS. AND WASHER,
non-traffic areas. •Q • • P ' • • WITHIN EASEMENTS,
' ~ ' • • ` ~ CITY OF RAEEIGH , ~ ' F RALEIGH 3) COVER SHAEL WEIGH A CITY O JGH
CITY ?F RALEIGH H a MIN, OF 120 LBS, DEPARTMENT DF PUBLIC UTILIT DEPARTMENT DF PUBLIC UTILITIES C UTILITIES
DEPARTMENT ?F PUBLIC UTILITIE TRENCH BOTTOM DIMENSIONS AND BACKF REQUIREMENTS FOR PVC GRAVITY SEWE DWG. N0. REVISIDNS DATE REVISIONS TIEITIES 4) AEE MANHOLE FRAMES OUTSIDE U dF PAVED SURFACES SHAEL BE
M A LING STANDARD PRECAST SANITARY E CONE JD BACKFIE BDETED TD TH LE EVER
AIN SEWER MANHDEE SECTION DR RING WITH A TY SEWER M
MINIMUM OF 4 BUETS PER REVISIONS DATE REVISIONS ATE DWG, ND, WG~ ND. REVISIONS DATE REVISIONS D :SIGNS DATE N
DNS DATE D FRAME, - -$7 3-1-87 A,B,B, - - -05 ~ 1 Y.C.A. 12 31 92 ABB E'~1 - J,C~ ~-3-99 -9-05 u
S_5 T? NOTES 3-1-87 D,W,C, 7-2-82 RRH S-'~ RRH 3-30-0 RRH 3-30-00 ~H
`4 LJU Lo Ln N
M
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D ~ ~.Q ___r_w n..~._ 1 P
o o uj
0.° Q D ..4. D o' v W N
z i,, E- W q yti ~ W D G P, N ad %0
Q ~ Cam"' d . D ' . E W ~ ~l) ~ , ' ' , ' ~ ~ l~ w ~ as ~ ~I1.`~ • , , ~ , ? _r A H z L n
a o. ~~pERMIT RFQG o 0 ~ ~ er f liM, ttt I , i _ . ~ moo. , ,,..W ow ~ ~ 0 Ill\~ ' • O (1 ~ P4 -
W 1- ll~ ~ . ~ W f-- ; CL U ` W co ~ W Ch
a 4 ~v ~IT~~ f~~ D . . J ~ ~ Q_ U z -11 0
L3 pq Ld i x p z 0 ~t1 UQv~
q d ~ e D O d' a J3Q ~ llr~ •o J ?z „ •
0
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~ ~ t~ t~ O to
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a W ` • ' Wc~z 1l~•, , oG4 W Ga
SPACE ~o o . C~ D
3 JU ~W = I~ WH H V?
d Q MA N Q. D D a D \ W tY J q ~ , LL UW~ 0' M~`~ H A
a,-n„ ~ a o a ~nnn a cr rnNCRF z
ty ~ I U - Q. <t ~ W 1!2 ' H l.3 z-
r-TYP. ENCASEMENT A T W Q Z w 0 J o A W W a d u to W Q
tl) W
~ z Li " L H Q W
ADJUST FLUSH PLAN STANDARD MANHOLE
w NEW ASHPHALT FRAME AND COVER ? ? W z A J d ro Z CL QA ? SIDE z j Z W - z ui M
QJJ Q.•JF-<Z A F-A PLAN A Lu
2" IV. -0 ELEVATION W r . ¢ Q z « Lo W JMW U q.! ~J J~ Q U Z> try <C J W <L A z A Z CL Z LIJ W W
A ' ~ ? U< J Z (1 , . < SLIP RESISTANT CLEAT ¢ u A L3 < a- z <
.'a W F H WWU •`UZ~-~Azh- 4J pq t/y A E- < z ~ 0 I-- I Z zW
o ~ Z H Z QA H W E- A U doq Z • W H o~ N Z w it W r " W
- r= i- ? t/1 W U , W C3 Cu v W W w w ~ w LJJ W
2• EXIST. A,B,C IST A.B.C. , A W Z Z u E? C3 W x H= A _ a . I-- ? W W > ? wz w ?.J A I
STANDARD ~i N CQ w z I- z w J (4 J 0 f--4 P-1 A ¢ «
J " MANHOLE COMPACT COMPACTED N W "-+d?E q A t[ ' va J W c A G! H 12 W ~t ?J ' low -LO ?w <C ©WW
BACKFILI BACKFILL "4- W W I- OD W w A Li Z) + 00 ;1L. A A
TOTAL \ Poo 0 , TOTAL J ¢ W
CHIMNEY I CHIMNEY NOT ELEVATION X: ~-4 W • ~ ~ ? w Uz z
TO EXCEE EXCEED 12 E-+ _ F-+ z T D Pq> I- z -
U W ui J
SECTION zAJCLA X #3 OR #4 REBAR W W ? A W , x C w
PRECAST CONCRETE SPACER J I- IZ WJ ` . U PQ LL L Z CL
(DONUT RINGS) J . . CORROSION RESISTANT MATERIAL Q • ' J < o.W- w ?
IN TRAFFIC AREAS ~¢cau ? RUBBER, PLASTIC ? W ? I-
?NLY, DONUT RINGS NOT W U Z I- i- W t-i I- W J U 0 0 d~
ALLOWED IN EASEMENTS. CITY ?F RALEIGH ~ • Z W J<L?? I CL W zI-W<ZZZV7 CITY OF RALEIGH W z . , DATE JUNE 2011
? U W DEPARTMENT OF PUBLIC UTILITIES Z Y x ILITIES
NOTE CONCRETE COLLAR SHALL DEPARTMENT OF PUBLIC UTILITIES it ?H W , I- u CITY OF RALEIGH PROJECT NO. SCALE:
EXTEND 2" BELOW TOP OF PRECAST CONE STANDARD MANHOLE FRAME AND COVEI STANDARD SLIP RESISTANT SECTION A A z ND COVER a DEPARTMENT OF PUBLIC UTILITIES Li w T IL I T IE 60184291-105873
DETAIL WITHIN PAVED SURFACES MANHOLE STEP DETAIL <H. ACES I- ~D TYPICAL SANITARY EWER DRN. BS CHK. LWM SEWER
DWG. NO, REVISIONS DATE REVISIONS DP REVISIONS DATE REVISIONS DATE LLI w ~ w S DATE DWG, NO. DSN. RAC APP.
S_29 3-1-87 RRH 3- Y.C.A. 2-31-91 ABB 9- LATERAL CONNECTION RRH 3-30-0 > a < 3-30-00 S-28 J Q AJ
CL a DWG, NO, REVISIONS DATE REVISIONS DE 9-20-04 _ _ _........ww____...........__. _ tit u Y.C.A. 2-31-9 RRH 3- JS DATE DRAWING NO.
A. 6-92 A,B,B, 4- 3-30-00 4-$-04 SHEET NO.

_..___W
a i
u.j
i j REACTION BEARING AREAS ~?R H~RIZ~NTAL WATER PIPE BENDS ~ r r M Nr %0
BASED ?N TEST PRESSURE ?F 200 P.S.I. FINISHED GRADE o d o
ALL AREAS GIVEN IN SQUARE FEET. \ \ \ \ \
I , a d q ' I ° U, .q ~ ,
1 ~ ~ ~ ~ I er _ L u v
.a L~ b 1 - . ' ~ ' ' t1. 'l1. i d t~ f~ a d• .
i ~ 'q Q. © 4 o v °C S m m o ~
I .p .la •Q ~ q2 O P v Z ~
~ a ' ~ b ~ . . J Q
P1 BE IN STRICT a'~ TR CTIDN SHALL ALL CONS U , I t ~ Q ,yC~ ,~L' ~Q ~ v ~ v~ u v u ~Li o . . ~ _ ~ / } Q-
I H AND OR ~ - Y OF RALE C ~ . DANCE WITH CIT ~ ACCOR 0 a- STURBED SOIL
~ = ~a FE IFICATIONS. ! - ~ ~ ' ANDS C TANDARDS NCDQT S ~ ~e~ J o° ~ o° Q o~ ~ oo ~`~'oo ='~oo ,~c~ ,tip o0 3' Q UNDISTURBED FIIN, c~ ~ Gi Q~ C° ~i~ 2i° C>~ ~~0 W° ~iP/W° ~iP/° C3J h~ ~~~o, 0- ce
1 r W ° v ' ~ _ o ~ _ p W Q J O
t D ~ - L*l .G=
0 - - ~ ~ m o -may g ~
III Q d 11 1/4° 1108 1 1 1 1 1 1 2 1 m cn
s h ? i 22 1/~ 2,207 1 2 2 1 1 1 3 1
~ p 'a ~ v ' 45° 4,328 2 3 3 1 1 2 5 1
.Q Utili Installations and other Public Facilities including sidewalks and ; _ , a ' , r~ E ~ VJ D r w w ~ o o
han icap ramps are to be constructed on all streets as specified by ~ , ~ ~ ~ ~ ~ : , _ 9 • ~ . ~.a Ci Cade. These Facilities have been approved by the City of Raleigh - D 4 , ~ • • a. ,n ; ~ . ~l tY 90° 7,996 2 4 5 1 1 2 8 1
and shall be so installed unless a than a is author'~zed by written approval. ~ ~ ~ ' a Q • a ~ ' ° ~ Public sanitary sewer easements are to be recorded prior #o final acceptance. i o PLUG 5,655 2 3 4 1 1 2 6 1
I ~ ~ 8~~
i i o ~ W - Z I 0 r
i i N ~ ~ ~ Transportation Sernces ~ p 11 1/4° 1,970 1 1 2 1 1 1 2 1
~ _ ~ Public Utilities j ~ 22 1/~ 3,922 1 2 3 1 1 1 4 1
. E r ~ Q O Conservation Engineer ~ 45° 7,694 2 4 5 1 1 2 8 1 /
i ~ ~ ~
Planning ~ 0`~ 90° 14,215 4 8 9 2 2 4 15 2 ~ ~ ° oe m
PLUG 10,053 3 5 6 2 2 3 10 1 ~ ~ ~ ~ 8~° MUM SIDE
1 ~ ~ U 12~~ 6" ?F #67 STONE/D D.D. ?Fo PIP 6" /CLEARANCED 11 1/4° 4,433 2 3 3 1 1 2 S 1 WHEN RACK 6 FRANCE
J
i E 22 1/~ 8,826 3 5 6 2 2 3 9 1 ?R WATER IS ENCOUNTERED
3 j ~ Q 4 ~ ~ W
5 i Z LL T 1- d J~ W 45° 17,312 5 9 11 3 3 5 18 2
W! U ? Y d Z V1 J ? 90° 31,983 8 16 19 4 4 8 32 4
~ ~ ~ ~d I- O~ H~ ZrUi ~ U? PLUG 22,619 6 12 14 3 3 6 23 3 I 1 V
I ? °o ?Z ~ W~- W ~ S ( ~ U ~ ~ f- r-i ~ H ,Z QA
( f- U Z ~ ~ q W W ?W Q'~W ~I- 16~~ NOTES
W ~ J J~ J J GtU 11 1/4° 7,881 2 4 S 1 1 2 8 1 1. Trenches requiring shoring and bracing, dimensions shall be taken from the Inside face of the shoring and bracing. 1 co
~ Q <LH A=W ZZ _ ~f~Uj ~,,,~QF-~ Q? 22 1/~ 15,691 4 8 10 2 2 4 16 2
~ ~ A t~ F- Z Z W Q° W~ I' W WW'-' ~FaZ ~ h-RW 2, No rocks or boulders 4" or k
W F- I- W Q W Z y+ W W~F- =AI-ICY W4 45° 30,779 8 16 19 4 4 8 31 4 larger to be used in backfill,
j _ U U W¢ W tfi Z J H , ~ ViZ Z Vii A W? JJ~1 90° 56,861 15 29 35 8 8 15 57 6 3. All backfill material shall be
~ W ? ?f- ~Z ~'-~JU JU j F--I I- U U J t~-i ~ Q ~ ~q tL ? ? I- GC L.. =J PLUG 40,213 10 21 25 S 5 10 41 5 suitable native r~ateriaL
~ Z N P~ ~ C~ Vi d- I- ? UJ ~ f~ ~ W
i , W REacnoN BEaztN~ AREAS ARE rN sQUaRE FEET CITY ~F RALEIGH 4. Backflll shall be tamped in 6" CITY ?F RALEIGH LEIGH
•p~~ ~ . ~.a . CITY ~F RALEIGH MEASURED IN A VERTICAL PLANE IN THE ~If t5~ LIC UTILITIES
'°~~d ~ - = 4 • • ' ~ DEPARTMENT EF PUBLIC UTILITIES _ ~ . 4~ TRENCH smE ar AN AN~~E ?F ew ro THE THRUST DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT ?F PUBLIC UTI vECTOR. 5. Achieve 95% compaction In
~ C/ . D ONS & BACKFILLING W r• 0
_ Q . ' - ~ . ~d MEWS usE 5' - 9W BEND VALUE FoR HvnRaNrs FoR THRUST BUCKING DESIGN backfilL TRENCH BOTTOM DIMENSIONS & BA anntrtoNa~ saFETV FacroR. QUANTITY TABLE REQUIREMENTS FOR DUCTILE IRON 'ILE IRON r"O. C4
•...P STA~IBARD THRUST B~~CKING 6 ( ~ ° ' VISIONS DATE Z
v a' ° ' a• ~ ~ ND. REVISIONS DATE REVISIENS BATE .q DWG DWG. N0. REVISIONS DATE REVISIONS DATE DWG. ND. REVISIONS DATE REVISIONS W_10 D.W.C. -23-99 W_3 3_1_87 RRH RRH 3-31-00 `
I - - RRN 3-31-00 3 1 8 7 ABB ABB 2-15-05 _
fin/ - D~W~C~ 9-7-99 J
Ln
tn c4 h. N
i W H Go
tA 0% _ ' r
W C??
PROPERTY MINIMUM 36" H~RIZ~NTAL CLEARANCE ~ a
LINE FROM ANY OBJECT,
Wth
5" STORZ z " STORZ NOZZLE v a?
a SIRE HYDRANT, PUMPER NOZZLE TO W
TH PRA®F SIGN SAMPLE WEA ER /BE PAINTED TOWARDS FIRE TRUCK ACCESS.
32" 0 CL
AR f NE1~ ASPHALT SURFACE C~ SE ; N M ad 0
~ MINIMU MENT 12 ~ EXISTING PAVEMENT EXISTING PAVE TRAFFIC FLANGE BETWEEN u
1-1 2 0 ~ Oq pp C i 2" - 6" ABOVE GRADE 18" h.
~ 5'~ 3'-6" 1 5/
. Y ~ i ' r Y~ Y Y Y. Y ~ ~ r' ~ i ~ Y~ Y Y~• Y L/ ISIDEWALKI CURB AND GUTTER PAVEMENT
~ + o, Y ~ ~ EXISTING Y Y y
SUBGRADE ~ z ~ GROUND LINE
1-3 4 Y ~ Y ' Y,.
. Yr• ~ Y, Y Y ' ' " . SAIL UNDISTURBED ~ , . . , ~ VALVE B0~ 6" GATE VALVE /coNC, TH\ sT ~ N
~ ' i .r" . Y ~ ' 3 GOMPAGTED FILL • Y, ~ COMPACTED BACKFILL BUCK 2 ~ 2 z" NOZZLES 1 NATT11NAI
IN 6 LIFTS (TAMPED IN LIFTS) STANDARD"
yyj 0 STANI 1- THREE THREADS 0 z
1 PIPE , ~3 8 W
12~ ~i°~0 $ 6e 61" MIN, BRANCH PIPE
TOWN K KT 'OUS 1/2" , ; • , = p 3/8" MAIN a RESTRAINING GLANDS, CE I E W
123 NISI V. 1/2 - 3 8 REFER TAW 34 KoK 3: be
1/2 00010 3/8" W ~7< ~C
ao 16- VAIU NAM 100 PSI 1/2" NOTES: RESTRAINING T W
3- O 1AN CAB 1/2 ~ 1, The pavement cut shall be defined by a straight edge 1/2 - 3 x l'-3'x 4 THICK GLANDS 1 W W
and cut with an approved saw cut machine. " backfilled 1 ~ 2. The trench subgrade material shall be If I W
FOR NFONAT OR 11 1 2a " with suitable material and compacted to a density T, CRUSHED 7CU,F
CASE ff RUPTNE CALL. 1/2" of at least 95% of that obtained by compacting a STONE MIN, W ui
SAY 555 555_1234 ~ 1/2 sample of the material In accordance with AASHTA c NDISTURBED EARTH,
T-99 as Modified by NCDAT• 38 E . 555 555_1234 1/2 NOTES: J
38"~ 3. The final 1' of fill shall consist of ABC NEE: 555) 555_1234 1/2 Material compacted to a density equal to 100% & 1, EIRE HYDRANT SHALL BE AS MANUFACTURED MUELLER, AMERICAN DARLING, KENNEDY M H, NOTES: On
of that obtained by compacting a sample of the " AST JORDAN IRON WORKS1 OR US PIPE, WATEROUS, CLOW, E
1-1/2 material In accordance with AASHTA T-80 as PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED, 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96 1. RALEIGH
l modified by NCDAT. n a 2, KNIGHTDALE, & ROLESVILLE PUBLIC HYDRANTS 3' 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT, SHALL BE PAINTED RED W/SILVER OPERATING NUTS,
38 38 4. The entire thickness/ vertical edge of cut TYP. TYP. shall be tacked, 4. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION, 3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/
5. The sane depth of pavement material which exists SILVER BONNETS AND OPERATING NUTS 5, IF THE LENGTH FROM THE VALVE TO THE HYDRANT EXCEEDS 20FT, THEN THE Lj J
4, WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE HYDRANT BRANCH SHALL BE RESTRAINED FOR THE ENTIRE LENGTH WITH A MECHANICAL PAINTED SAFETY YELLOW W/SILVER CAPS AND OPERATING NUTS.
DATA: SIGN shall be reinstalled but In no case shall the asphalt be less than 2$ thick. • 1/8" ALUMINUM PANEL i JOINT RETSTRAINING SYSTEM„ 5. OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC MAINS LARGER THAN 12" SHALL SHALL D
n m 6. The asphalt pavement material shall be installed • 3M SCOTCH LITE ENGINEER GRADE 6. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW, BE PAINTED BLACK.
and compacted thoroughly with a smooth drum roller AL. SHEETING OR APPROVED EQU to achieve a smooth level atch•
p RED COPY ON WHITE BACKGROUND 7. Refer to City of Raleigh standards for • CITY OF RALEIGH LEIGH
trenches and pipe bedding, W-3• MOUNT SIGN PANEL 5 ABOVE GRADE MIN UTIL: DEPARTMENT OF PUBLIC LIG UTILITIES DATE JUNE 2011
for additional details, CITY OF RALEIGH • USE 2 LB FT U-CHANNEL POST MIN. RALEIGH KNIGHTDALE, ZEBULON ZEBULON, GARNER SCALE.
8, No Hand Patching allowed. DEPARTMENT OF PUBLIC UTILITIES MOUNT SIGNS BACK-TO-BACK ON POST. CITY OF RALEIGH WAKE FOREST, & ROLESV ROLESVILLE PROJECT NO.
9. Pavement cuts within NCDAT RAW T P AL A H shall conform to the approved STANDARD ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK, DEPARTMENT OF PUBLIC UTILITIES OR ANY OTHER WORK CHANGES THE GRADE OF 60184291-105873
on site encroachment permit. THE FIRE HYDRANT THE PERSON RESPONSIBLE dYDRANT WITH DRN. BS CHIC. LWM
PAVEMENT PATCH DETAIL STANDARD EIRE HYDRANT STANDARD EIRE NYDRA~ FOR THE WORK IS RESPONSIBLE FOR ADJUSTING ST DER NOZZLE DSN. RAC APP.
DATE DWG, NO, REVISIONS DATE REVISIONS 11-1-99 !ATE THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE. INSTALLATION 1r STARZ PUMPER NC DETAIL 5 1-1- VISIONS DATE DRAWING NO.
. 35 RRH -31-00 - DWG. NO, REVISIONS DATE REVISIONS DATE DWG, NO, REVISIONS DATE REVISIONS A ABB 7-21-05
ABB 4-6-04 PAP 2/17/09 3-1-87 BB _ RRH 3-31-00 DHL _ W-4 DHL 2/14/08 DHL 2-18-08 SHEET NO. D-2
r;

W
a d- W' W .Q
-I W (/j la Q I U ~ Z
c W H ~ H ~ H ~ ~ J ATE/TAPPING Vp ~ W ? 'Z'ING VALVE
~ W A W z J U A ~ U' W pq 4~7 ?
1/4' W3 ~~H WE-J ? 114a A? I-4 ~U _ ? z ~ I- W H 0 0 %0
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DI~OQ O CAST DATE ~ ~ tY W ~ tY ~ . . D cn m m
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~ ~ ~ ~ Manufacturer ~ N ~?3 H ~ oa \ ? UHz •4'' jl} Q ~
~ ? ? ? o 0 x c~ Pa I- ~ W • cl- cl- Q <
D MD/DAY/YR 11 C ~ WATER W •b , N A \W W t'')G9~fL ~ t1 ce
\1 p p ~ ~ Class 35 ~ 20 1/8' I tU fY ~ ~ G'l a . ~ 4 D t17 ~ t.t_
I X ? . a ? ~ 1 lIZ 3 F-' ~ ~ J © ~ V
U ~ O ~ ~ ~ rl 1/2' J W cci
O~O p Q H CY A _ <C W `mac` ~ ce - m
~~0 SECTI?N C-C I- U W W ? I- W f- V) ce J
J ~ A~ Q ~ 3 W I•,~ H
1O~ I 1~u N?TES~ W fY t 7 CL pq ~ W ? ? ? ? CL a- ce w
0 0' U U V)
PLAN vlEw BOTTOM VIEW 1. C?VER WEIGHTS 13 LBS 13 LBS +1- 5l. ~ a c~ 3 J 3404 PSi SOLID CONCRETE Q W W ~ ~4
°D 2. LIDS T? BE C?ATED WI BITUMINOUS COAL TAR 3. HOLE SHALL BE FITTED ? ~ H SHALL BE USED AS FOOTING FOR ATED WITH W I- ~ 0 C) CN VALVE cy)
~ ? W ~ ~ DUCTILE IRON PIPE, ~L TAR COATING ~ W i- I- ~ A
• ~ ~ t ~ H . FITTED WITH A ? ~ W i- W t~ W va VALVE
~ METAL GROMMET LL ? W U~ t11 UW ~ tl1 q W H ~7 W LY
O~ i ? ~ U ~ ~ FLANGE W ~ Q ~ d A W?
~ ~ ~ M.J. FIT J ~ ~ A3 -M,J, FITTING
~ W W? ? ~ c~ I ~ .
? n„i Z ? ~ b.
1.8' ~1 PRE-DRILLED HALE ~~8~
B V1 4h4iA ~ ? ? H H L ~ W W . A . '"i. ~ ~ U U ~ ~ Q W ~ . . • . q
4~ 6~~ 1/4` :.ri r` J H H I'- Ti A ~ W W ' 4 ~ C} 0 W? ..i•4C W~ 4 W Nr i,., tY ~ ~ U W Q ~ C~ •b.. Q:
Note 1- 'Water' Lettering must be 1' A W A E R Raised (Recessed Flush)
~N Note 2 - Vnlve Cover shall be ~ ~ 5 doroesticolly cast. + u7 Ch
Note 3 -Cover must have n nlninum W Fp J ~ J ? ? ? tC A U ~ -I I- U ? 4L ~ tt ?
' weight of 25 pounds. ~ ~ Note 4 -Cover must be class 35 or 1,75 METE R lL Pet r,, H U U ~ ~ ? tL p A V w ~ r~ TAPPING SLEE E r,•r W y Y W t~ ~ l~ A Q , _ ter,, _ ~~~&PY ®
SECTION VIEW grenter. Note 5 -Cover nust neet or exceed F- a ~ U # J I- ~ H A H
AASHTO H-ZO load requlrewents. ?WW•~..• ? ~ ~ W? i-~ ? ~ A 1- PQ ~ t''7 Pq ~ ~ J P4 ~ _ ? ~ ~ q~~ d' ~ ? ~ ~ ? W
~ = I- ~ h H ~ H ~ U ~ ~ ~ ~ H
19 1/4" ~ Wi/a WZ W ~A H? ' ~ I-• I- W W IY W C'S ~ t/1 ~ = W
SECTI?N B-B CITY OF RALEIGH W Q~ H 2 W H t~ ? A W NOTES=
DEPARTMENT ?F PUBLIC UTILITIES a ? 1. CONCRETE SHALL NOT CONTACT ~ 3 Q MIN, TYP. ~ ~ ~ ~i
5 1/4" Valve Box Drop Lid 3 BOLTS OR ENDS OF MECHANICAL
A ~ ~ JOINT FITTINGS,
4" Skirt ~ CITY ?F RALEIGH DWG. NO, REVISIONS DATE REVISIDNS DATE DEPARTMENT ?F PUBLIC UTILI W-IB ABB 2-12-04 CITY OF RALEIGH CITY OF RALEIGH .IGH ? ~ P~ SEE STANDARD REACTION BLOCK _EIGH
DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTIL. C UTILITIES TABLES, W-1(I AND W-11 FOR _IC UTILITIES
AREA OF CONCRETE REQUIRED, ,RIB TAPPING
' ,3 17 5~8Y WATER METER B?X DE ~fb TYP,
A _VE ASSEMBLY "
SECTI?N A-A DWG, N0. REVISIONS DATE REVISIONS REVISIONS DATE REVISIONS DATE DWG, N0. REVISIONS DATE REVISIONS ,SIGNS DATE DWG, N0. /ISIONS DATE ~
W-25 3-1-87 RRH 3-31-00 _ A 4-6-fl4 3-1-87 D,W,C, RRH BB _ ,c, 9-7-991
D,W,C, 11-3-9 ABB - - Y,C~A~ 2-31-~ RRH ABB 1 3-31-©Q _
to C4 't so
W t
co 0 ~ Qe U r
ui RETE O
V FGR EXTENSION OF VALVE BOX NOTES 2`x 2`x CONCRETE APPRO ED METHOD p! PAD REQUIRED ON ALL VANES, VALVES.
? NO PRECAST CONCRETE DOUGHNUT Al DOUGHNUT ALLOWED. WW
THRUST COLLAR ~ ~C~ H J 7 z Lo
G~ Z G4 b; • d ? ui 00
W w w SEE STANDARD W-18 •a ; . Gd ' ~ ~U x~- ' • : ~ • Lu CA
NEW CONC, T? BE 3000 PSE--~ ? H ? W FOR COVER DETAILS, ~ , d• , v W V ~ ¢ ~ G4 ~ ATE , Opp PS SA CUT AND REMO E ~ ~ ATE 21
EXISTING CONC, ~'~'ji: s'::'a'3'~• •u•'i:~j Vii. z~ U v .d• EXISTING PAVEMENT ~ W ~
~ ~U ~ 4 •b , 0
~?3 1-p 'p • . ? r-
STANDARD VALVE BOX TYP, i~.•o:i>• •:.~•,~.c?:' TOP SECTION TO BE 2' DOMESTIC
i" p.1i',~,.i.is..•~:.!~,e'.D•, •:.R~~:',A.. •.,;•i'•a,.,• ~ •1....,•....d •N••.~,~... 80 LB HEAVY WEIGHT
xt. . ~'~;y: /C; ?.~.t'¢i.:i; i•~.t'¢i,it; i,/•t'¢l;~w~r, CASTING
PAVEMENT oho ° o o a a
2' BELOW EXISTING q BORE 1 !/8 DIA,, 1 0 ; • • ON CENTER ALONG CUT •;•.~",'.p
••ALL CONSTRUCTION SHALL BE IN STRICT 6' COMPACTS ' • ~ VANE BOX _ a r & DOWEL WI #4 BAR •+~•~.:v;•.+• (ALVE BOX
ACCORDANCE WITH CITY OF RALEIGH AND / OR 'x~ BAR UNDISTURBED SOIL- 1-- • ~ ~ ,ooo ~ N0. 67 STONE TY 1 O COVER • r Y , . P, ~ . . COVER
' ` •'MK , { « ' NW , A NI STANDARDS AND SPECIFICATIONS. ,r '-tArr-111atuiv JUIN 1
. , o a BACKFILL TAMPE MATERIAL MASTIC VALVE ` F- VALVE
, +'s IN 6' LIFTS _ SEALANT, AND DOWEL W BOX ADHESIVE AS REQUIRED BOX
+f,, W •~,r ; PIPE • M USE SOIL PIPE BY NCDOT STANDARD W
m _ SPECS. H FOR EXTENSIONS z
Utility Installations and other Public Facilities including sidewalks and s { { « handicap ramps are to be constructed on all streets as specified by 11 . . . ~I w„''t• z W?? 17-) C3 W ~z TAMPED = W ui
City Code. These Facilities have been approved by the City of Raleigh ; + •,r,• , , ~ .r,. and shall be so installed unless a change is authorized by written approval. : ` « a a . • t UNDISTURBED SOIL ~ U z w ¢ W W 3 ° A BACKFILL• T
final . « ` tt • « a « x„W 0 Public sanitary sewer easements are to be recorded prior to acceptance. , i « « „ a o w4 « U H W w W De ui W CL
i4:«• wt +i. K W: , r ?•'~t ? ?e, K K, • SEI 0 • aoo Dow. •n d « I C3>? >?i >W0 SEE W-3 W_1 W z < M A J f=1 d f`~ I~ oc 3 . W W
Transportation Services 3' MIN, 3' MIN, ,Yx BAR - W ? 1 I o. ,-WW Ax >z
CLEARANCE #D. CLEARANCE z a. ar z = o = W - ~ C3 > > L' • T
Public Utilities REINFORCING REQUIREMENTS I- 4 L~ v 52 U W
Conservation Engineer 1.n PIPE ROM WU 'z` BAR L016TTN W BAR WE1cNr 'Y' BAR LENM `Y' 9M WEIGHT Nrl Re IREn W W W a o ALV _ x WATER a. 1- ? z o 0 ULV W W
6,- 36' 95 21-20+ au PIPE L043 MOT L1 LB& EACH X-24, Y-12 Plannin 1p' 1 ater 46 3'-p++ G,y PIPE 1.50E LU/FT 11-3' L9 in E#ZH Y-1e 9 x-E , NOTESi z~ 3zw 0A MAIN V) A:k
? ? ? ~ W .7 J ii T
THRUST COLLAR AN THRUST SCHEDULE « , -36,, 461, See City of Raleigh standards foi IAA PIKE .A• W-24% 30' LN 'C-b 16 . W' STAB-IN C.I. OR ,ndards for trenches and bedding , z A z TAMPED pipe Y E3 M D.I. PIPE GASKET
6' - 36' 1'-4' r 3r a' W-3 for additional details ~g U W W BACKFILL • • . • . • . ails d A 0 1— , W atZ? d eC _zM
481 4 "star 2. Pavement cuts within NCDDT ROW CDOT ROW shalt conform to the approved on site 2 4r W a. U . w 50 <C
encroachment permit. a_ W CL C3 r_3 o ¢ W NOTES ? 2 W W J z x A 5 1/21-5 5/8 17 VALVE BOX NOT TO C IOX NOT TO CONTACT WATER
NOTESF 3, The pavement cut shall be define an approved saw cut machine, I be defined by a straight edge and cut with 0 F- A a- MAIN 2? ALL TRAFFIC CASTING iachine, W z - FFIC CASTINGS MUST BE CLASS ?TER. Lij T
1, SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS. 4= The trench sub rode material sh( W A 35 OR GREATER. iateriat shall be backfilled with suitable material and z ¢ H 3? FOR ANY VALVES OVE VALVES OVER 10' DEEP, A
2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED. g compacted to a density of at lee W J VALVE STEM EXTENSION y of at least 95% of that obtained by compacting W z x BRING TO A DEPTH OF NE M EXTENSION MUST BE USED TO DEPTH OF NO MORE THAN 5',
3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER. a sample of the material In accor Ial In accordance with AASHTO T-99 as modified b NCDOT, > W ? 4) TOTAL VALVE BOX WE by I Ps as STANDARD VALVE BOX 'ALVE BOX WEIGHTt MINIMUM OF
4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION SHALL BE THE MINIMUM WIDTH 5. The final 6' of fill shall consist AS SHOWN ON STANDARD DETAIL W-3. equal to 100% of that obtained ?lt consist of ABC materait compacted to a density < 85 LBS' y BOTTOM SECTION obtained > N
- CITY OF RALEIGH b compacting a sample of the 5. BACKFILL TAPED IN 6 LIFTS PER Y ~W „ of the W ?WW
STANDARD DETAIL W-3. material In accordance with DEPARTMENT OF PUBLIC UTILITIES AASHTO T-80 as modified by NCDO' with CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH d by NCDOT, o_ RALEIGH
6. THRUST COLLAR MUST BE FACTORY WELDED ON BOTH SIDES ALONG BOTH THRUST BLOCKING DESIGN DATA DEPARTMENT OF PUBLIC UTILITIES ? ? W DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UT PUBLIC UTILITIES DATE JUNE 2011
EDGES OF COLLAR AROUND CIRCUMFERENCE. FOR WATER MAINS STANDARD CONCRETE VALVE X INSTAL BO SINGLE FAMILY, RESIDENTAL, NEW CONSTRUCTION, 6 7!8 -E3 INSTALLATION PROJECT NO. SCALE:
DWG. NO, REVISIONS DATE REVISIONS DATE PAVEMENT PATCH DETAIL BACKFLOW PREVENTION/ METER ASSEMBLY INSTALLATION 7 5/81.8 2' AND EXTENSION DE1 ION DETAIL 60184291-105873
RRH 1-21-DO W-~ DWG, NE DWG, NO, REVISIONS DATE REVISIONS DATE DWG, NO, REVISIONS DATE REVISIONS DATE 10 1/4'-ir DWG, NO. REVISIONS DATE REVISION; REVISIONS DATE DRN. BS CHK. LWm
W-1 RRH 3-31-00 Y.C.A. 4-23-9q $BIDS 4-7-04 Y.C.A. 2-31-9 RRH RRH 3-31-00
W24 W17 9_7-99 A. , A.B.B. Y.C.A. 12-31-91 D.W.C. A' - - DSN. RAC APP.
DRAWING NO.
l
SHEET NO.

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i
J J V S'
Z
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SLOPES FOR VARIABLE SUPER ELEVATION RATE
FOR STANDARD 2'-6" CURB AND GUTTER STANDARD METAL POSTS > J 0
,01 .03 07 .03 2'-O" IN GROUND
i~ ~ ~ ~ ~ ~ ' " . tD ",~a' ' 13 SAW CUT SAW CUT _ AND TACK AND TACK Q
.03 EXISTING PAVEMENT NEW I-2 ASPHALT 2~ MINIMUM EXISTING PAVEMENT ~ ~ Q oG p J
' x,.02 .021 - .Oa A4 V) U-
~o ~ ~ 14 O(}opp©© p ~Q op° opo (}oC? °po oC7oC~° ~ 0 oQC)op o©°QOC7opo a p p a og o °p ~ o~° ~ o° ~ po~ o a o0 p GALVANIZED HARDWARE W HARDWARE WIRE to m G~
lA N .02 Opod Opp 0 pooq p ° e O ° o~p° opao 0 op ~ DRAINAGE AREA MAY NOT - o ° p d o ° ~ EXTENDS TO THE TOP Of ° a ° NEW ABC 12 MINIMUM DEPTH o p p EXCEED I ACRE. i 4 ° o ° ° o p° U o - (19 GUAGE, /q MESH OPEN THE TOP OF BOX. u ca '4" MESH OPENINGS.) U m w w
P .aq 0 °p ~ C~ 0° 0 0 o p a p a o° p° o~ 0 0 4 o p° p EXISTING ABC 15 EXISTING ABC _ _ _ _ cn w J
. , , .03 .oi .a5 . in ~ _ _ ' p ~ a~ _ _ 1 I~1 III) III I Q
P d 0 t0 h- y e ° ~ .01 EXISTING SUBGRADE I' I-III=1111 III=1 I m
d ~ ° .05 / ~ ° 4 D D fn ° d ° ~ 4 V 4 d 0 Q ~ n o V .~4 .~0 - - aoo o O$ °a O U U can
aQo'~~av d a ap~4 .~~,a' .a'a,'a~ "ip .a .s -III=1 I II-III-I ~ ado - _ I-III-III-I o ~7 ~ _COMPACTED FILL_ a~
/ C Q 4 a U O a pA9 QD ,p.P ~ h`~ ~ 'p ~ p a" Pope ~y4oDd..dgo~~~D©4~a~yQq P f~1~ff~~ t^- i r(~ DQ ~~~0 4b©pd DAAP¢ ap ~d 1'aVV \ .VO _ ° 0 0 -III-I I II-III-I a~ p ~ Q
/ A08Q C7~°d0a d o 0 oDQ oa ,aoQ.~ p~°4o . ood~o~,o do do~0,~° 0~° ° ap 00 - ~ O _ O U' O _ _ p a p - o00 0 ° 0~ 46 © a cv c~
~ ap dd oa op DCJ o~ o,p4C .~7 ' DO O np4p° CIaA o ap "a ~°Q5 ~ a as d0Oa v~ D~ dp aea G ~ .a. ~ ~ ~ -III-I I I I-III-I o a a ~ Oa ° 00 ° )7 - (}po0 0 (~p~ 0 0 00 0o p dog np -2o
f+4 e .'a~ t7 dd adb ,o ~o D'O aGpP a,ra q0 l0 h- y".n, '?'e•p' h d 0 d,P pay b ° ° ap ~ - D O "u ©V O WO U'" ©pO~pOp O J. I I II III I p ooa~Da a a s O o
d© dd Q'd ~ OaD~apa ~6o.Dp .V DOa Q C '~a pQa,~y ap ~,Ot D dy o0 o[s D 4dD Abp an - Q C7 0°" a o ° a
44 ~ 4~'~D ° O,Q°'Q °G .{~6 .02 ° aado °oprlp°D~°n°~°o~ tD a, ~ - .~2 .oe oV p°00 p o © Oo )8 0 0 0 o O© oc~ o po (Po
- ~U~ 0 o iJ o V oDD 1 11 i I I^.....,~ 4D7(~ Q p Oa p a 0 04V a ~ OOQO f/~~ O o
2-3 INCHES COARSE AGGREGATE 4~ .02 + ~ .oe - OO oVao Q p ~OQp V(y~~O ~00 O p QO - ~pooooO Op ~ 0 oaoa oooo-Zi V o oaoooo~ 0 08° I-III-1111-III-! -
6-INCHES THICK 0 II [J `F °$m
w~~
" o n ° d 4n SLOPE=1"1 FT. o - 0 _ o ~ z -o X57 WASHED STONE PLACED TO A 4 SLDPE-1"1 FT. a
II a ? ~ ? d 6 ~II d II d . ? ? ~ d 0 • • ? I~ d ? d d ? ? 4 V ~ ~ HEIGHT OF 16~ MIN. ABOVE . _ ° • NOTESo ~ m ~
d a ? II • d ~ L7 G U d 0 a b ~ a d a d . ? d d d ? ° ° ~ ~ ~ ~ - TOP OF BOX ° • 7 I. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT, ~ ~ m y ° . a e ~ b y ~ ."4
d 0 d d 4 , 4 o d d ~ a d 6 a d c b b d a b a b a • 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY o ~ w ~ ~
d d ° d a a b d a Q 0 a a b d d I~il III OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO ttl - yam,, o ~ ~"I i ~ Z~ a 2 T-99 AS MODIFIED BY NCDOT. p m a p ~7
~ b 3. THE FINAL I OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TG A DENSITY EQUAL TO IOOX OF THAT # r7 n
1.3C" CURB & GUTTER 2, 30" VALLEY TYPE GUTTER GUTTER ~ ~ ~ M T E C T NET PRA YARD S~ / ATCN BA RD C TA~1DA S OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS ~ ~ -i ~ a ~ o 4 DTECTION
N©7ESo MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER. O ~ z ~ m T
I. CONTRACTOR SHALL CONSTRUCT TIRE SCRUBBER AT ENTRANCE OF EACH ~ JOITS. 1. lO MAXIMUM BETWEEN CONSTRUCTION N W ~ ~ 4, THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED. ~ q, z y - Q'j DENR STANDARDS & SPECS.
!5' MAXIMUM BETWEEN CONSTRUCTION JOINTS CONSTRUCTION ROAD ENTRANCE TO STATE ROAD. 2-3 INCH COARSE 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL ~ ~ SEE DENR STANDAF n z ~ ~ FOR COMPLETE DESIGN CRI1 TE DESIGN CRITERIA & MAINTENANCE
ON MACHINE POURS, AGGREGATE SHALL BE USED. PAD SHALL BE 100 FEET LONG BY THE ASPHALT BE LESS THAN 2 THICK. 6.TNE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH 1K, 0
2. 1/2" EXPANSION JOINT EVERY 9O`. 20 FEET WIDE BY 6 INCHES DEEP MINIMUM. LEVEL PATCH.
3. 3000 PSI CONCRETE MINIMUM, 9" SLUMP MAXIMUM. 2. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE
9. LIQUID MEMBRANE CURING COMPOUND SHALL MEET tTANDUM} TRUCKS. THE REQUIREMENTS OF SECTION IO~6-2 OF NCDOT
3. LOCATE ENTRANCES IN ORDER TO PROVIDE MAXIMUM UTILITY srANDARDS ~ sPECIF1cArIONS FoR ROADS AND SNEE7 IOF 2 T ~1 B' MAX. i ~ VF ~ VARIABLE A5 DIRECTED BY THE ENGINEER
STRUCTURES. BY ALL CONSTRUCTION VEHICLES. WARNNG SIGN
C17Y OF RALEIGH ~ N 5. ALL CONSTRUCTION JOINTS SHALL BE FILLED CONTRACTOR SHALL MAINTAIN TIRE SCRUBBERS IN CONDITION PUBLIC woR~s DEPARTMI WITH JOINT FILLER AND SEALER IN ACCORDANCE )F RALEIGH CITY OF RALEIGH MKS DEPARTMENT ~ PUBLIC WQRKS DEPARTMENT TREE PROTECTION AREA
{ SUCH THAT TRUCKS ARE PREVENTED FROM TRACKING MUD ONTO STREETS WITH NCDOT ROADWAY STANDARD DETAIL 896.01. 3100 DRAWN 8Y: JTB REVf51QNS DATE: 7/3100 DRAWN BY: JFB IIINEIWIRES DO NOT ENTER MIN. i2-V2 GA. -V2 GA.
. RE ISI DA7E:7l3IDD Di THE JOINT MATERIAL SHALL CONFORM TO SECTION AND MUD IS PREVENTED FROM FLOWING DIRECTLY ONTO STREETS. TOPDRESS 5~is,~D~ err INTERMEDIATE u1EDIATE C)
IO28-2 OF NCDOTS STANDARD SPEClFICATlONS FOR CURB ROADS AND STRUCTURES. 6/5rD6 err AND TIRE SCRUBBERS° PERIODICALLY AS NEEDED. CURB ~~)s'°~ ASPHALT WIRES )f17'0~ W°P PAVEMENT AND 5/31107 JTT ~ GRADE ;ADE
~ ~ ili21D7 WDP GUTTERr 5. LOCATE TEMPORARY TIRE SCRUBBER PADS ON BOTH SIDES OF CONSTRUCTION 6. ABC STONE REQUIRED UNDER ALL CURB & OUTTER, sr3vo7 err GUTTERS PATCH
W W TE ROADS. TD. # 200 ROAD AYS HERE THEY CROSS STA S STEEL PDST =1111=11i -111111111=11111 1111~1111~11111~1111-11111>~1111=11111-11111~111~1 IIII~IIII~IiII=NII~ =1111~II~ STDe # 2002 I STDo # 200 I WDVEN WIREI FABRIC - ~ 11111 _ u z
V AREA HAS BEEN STABILIZED. 6. REMO E TEMPORARY ENTRANCE/EXIT AFTER WARNING S GN 11 ORANGE,UY RESISTANT HIGH -TENSILE STRENGTH - pRANGE, U4 RESISTANT
POLY BARRICADE FABRIC iTYRICAIf I HIGH -TENSILE STRENGTH (
S ~ PGLY BARRICADE FABRIC ITYPICAU _ II~) in ~ ~ ~~I ill 'iili = a J 10 K
qp~ . N 40'
FRONT VIEW _ C V ~ llq*
o m TREE PRDTECTII V) / V ~"I TREE PROTECTION AREA T W L0
P N Od NOT EN 18, 00 DO NOT ENTER t~
Q r W tT
WARNING SIG ? ARNING SIGN DETAIL U ad 0
SIDE VIEW Nti7ES: N
WARNMD SIGNS 70 BE MADE OF DURABLE,WEA7HERPROOF MA7ERtdl. LETTERS TD 8E 3'RIOH MINlMUM,GLEARLY LEGIBLE AND SPACED AS DETAILED. ac W
SIDNS SNAtt 8E PLACED Ai 50'MAXfMUM INTERVALS. PLACE A SIGN A7 EACH END OF LINEAR TREE PROTECTION AND 50'ON CENTER THEREAFTER. z W 00
7~ FOR TREE PROTECTION AREAS LE55 THAN 2O0`!N PERlMETER,PROVIDE NO LE55 THAN ONE SIGN PER PROTECTION AREA. ~1 ATTACH SIGNS SECURELY Ttl FENCE POSTS AND FABRIC. V Ch
~ MAINTAIN TREE PROTECTION FENCE iNR0UON0UT DURATION OF PROJECT. ~ ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH lNSPECilONS DEPARTMENT BASED ON ACTUAL FlELD CONDITIONS. ~ PLACE A SIGN A7 EACH END OF LINEAR iREE PROTECTION AND 5Q' ON CENTER THEREAFTER. s. Lu CA
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G 0 ~ ~ DISTANCE FROM BACK OF HORIZONTAL POSITION OF A VARIABLE AS DIRECTED BY THE ENGINEER 0 z
CURB TO R!W LINE BACK EDGE OF SIDEWALK V) ui
"ALL CONSTRUCTION SHALL BE IN STRICT ~ o ~r \ ~x \ ~ ~ R E \ 12.5 FT. OR LESS 8.5' FROM BACK OF CURB xx/x
..,'a.. lp 2 G to \ ACCORDANCE WITH CITY OF RALEIGH AND OR I 1 a Q \ ..a 1 1 \ MORE THAN 12.5 FT. FOUR (4) FEET FROM R /W LINE
0 Q of \ NCDOT STANDARDS AND SPECIFICATIONS. 0~ \ R/W MIN. 10 GA. MIN. 12-1/2 GA. LINE WIRES SILT FENCE FABRIC INTERMEDIATE 12-112 GA. W RMEDIATE ui
Qo 4. \ aaaa . • \ aoas a \ ' o \ 00 00 0000 INSTALLED TO SECOND WIRES .s W ~
:a.. \ 0000 a0a Utility Installations and other Public Facilities including sidewalks and \ 0000 WIRE FROM TOP 0000 (SEE NOTE #6) 000 lx~ >x GRADE ui ui GRADE " e ~I
O \ handicap romps are to be constructed on all streets as specified by >00 ui
• k \ r \ City by the City of Raleigh C' Cade. These Facilities have been approved b Ci \ Kxxxxxxxxxxx Ilill=11111 _IIIII_IIIII-Illil_IIIII-11111_IIIII-IIIII-IIIII-1181-11111=11111=11111=11111-IIIII_IIIII-VIII-VIII-IIII -dill
\ \ and shall be so installed unless a change is authorized by written approval. 3.5 RADIUS \ EXP. JOINT DUMMY JOINT EXP. JOINT SIDEWALK IIIII = (IIII 00 U L, W z W
Public sanitary sewer easements are to be recorded prior to final acceptance. \ \ 5' 5' VIII IIII (TYP.) I/2' EXPANSION JOINT (TYP.) {TYP.} len
\ o, \ o 4' \ ar' 11111 = 88
a' A \ it \ ~Qa 3 IIII - IIIII 00000 GRASS AREA DRIVEWAY APRON DUMMY JOINT IIII) FRO T VIEW -IIIII
j Transportation Services a as Qp 6 o • n"/ fl00~ 20' MIN. (SEE NOTE 9.) IIII - IIII (SEE NOTE 7.) MONOLITHIC POUR S. 0
Q• boo A.',G oOp rh (SEE NOTE 8.) CURB NOTES: (SEE NOTE 8.) STEEL POST _Z _D
Public Utilities 44°a~ vl EXPANSION °ooo a r i a .06 Z SEE SIDEWALK ACC 60.6Mc .0 0 °O ~I RAMP DETAIL {2C JOINT Qo%0.9o. o0oo oa Conservation Engineer °a° pp» ° SEE SIDEWALK ACCESS GUTTER RAMP DETAIL (20.11) - END OF SILT FENCE SHOULD BE TURNED UPHILL WOVEN WIRE FABRIC IS ALWAYS REQUIRED
1/2' EXPANSION JOINT 1/2' EXPANSION JOINT - SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS SILT FENCE GEOTEXTILE FABRIC " FOR DUMMY A SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES; FEN( FOR REPAIR OF SILT FENCE FAILURES, USE
o o o o r~ °o °r-- .o0 00° ooo JOINT PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW No.! No. 57 WASHED STONE. J FOR ANCHOR WHEN SILT u
°o° o,° Planning / T, ~ MAX. SLOPE I/4'' Ir SHALL NOT RUN PARRALLEL WITH THE TOE OF THE FENCE). FOR 1/2` EXPANSION JOINT = FEN( FILL SLOPE CAT( FENCE IS PROTECTING CATCH BASIN. IN EACH
N 7' R, slaEwaLK IZ n CASE 35 VAR. 5'(TYP.) VAR.UP TO 251MAX CASE THE SILT FENCE
vL,Z~Z MLn ~,j 7` =GUTTER: z IS T - SECTION 5~ r ENTF ` (SEE NOTE 4.) y hi - IS TO BE PROPERLY ENTRENCHED & THE
o C~j STOP f.-2-?f.-4MIN•-.i SECTION A-A m GRADE A MI STONE SHALL BE AT A MINIMUM OF 16'
m v ~ m a ABO~ C) 0 11~II= 11=IIII= ABOVE GRADE AT THE DIRECTION OF FLOW
V1 y a c o NO TES.- vz, -IIIII = DIRE a C a _ - 6 MIN. COVER ' & B' & BETWEEN 60 - 45 DATE DEGREES. JUNE 2011
112" EXPANSION JOINT ti 1' b a n 1. WHEN A DRIVEWAY IS TO BE CONSTRUCTED WHERE FINAL LAYER 6. W-DIMENSION AS SHOWN ON PLAN VIEW SHALL BE AS FOLLOWS: a r C7 Mill OVER SKIRT DEGf y cD OF ASPHALT HAS BEEN PLACED, THE CURB CAN BE SAW CUT IN A 12'MINIMUM - 24'MAXIMUM FOR RESIDENTIAL DRIVEWAYS (A y ci y N -
SLOPE SHEET I OF 2 U) Q) < STRAIGHT LINE AND REMOVED. IF THE FINAL LAYER HAS NOT BEEN PLACED, 36'MAXIMUM FOR COMMERCIAL DRIVEWAYS V III IIIII ANCOR SKIRT AS v A II - w q THE ENTIRE CURB AND GUTTER SHALL BE REMOVED AND THE DRIVEWAY DIRECTED BY ENGINEER. PROJECT NO. SCALE:
" " SIDEWALK w CITY OF RALEIGH m q 7.THE DISTANCE FROM THE END OF A STREET CURB RADIUS TO THE Z w ~ SHALL BE A MONOLITHIC POUR USING 3000 PSI,MAX. 4' SLUMP CONCRETE. p 11 T - o ~1 BEGINNING OF THE DRIVEWAY RADIUS SHOULD BE MINIMUM OF 20 FT. (A cj~ °o tn 11111=IIIII 60184291-105873
+ 7 r d Q 6 PUBLIC WORKS DEPARTMENT ° m Q 2. EXPANSION MATERIAL SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. F- ::U O DO rr, A U2'EXPANSION JOINTS ALONG SIDEWALK SHALL BE LOCATED AT NOT MORE THAN 40' 8. CURB RADIUS TO BE DISSIPATED BETWEEN LIMITS NOTED ABOVE. o ~ Q m ~:u_ ~ DRN. BS CHK. LWM
# rpm ~ REVISIONS DATE: 713100 DRAWN BY: JTB m ~j r A < r` INTERVALS & DUMMY CONSTRUCTION JOINTS AT 5'INTERVALS. DUMMY # -0 n 9.7 MIN.BETWEEN DRIVEWAYS ON ADJACENT LOTS. ~ -a n SIDE VIEW m m JOINTS SHALL BE AT LEAST 113 THE SLAB THICKNESS IN DEPTH. 20'M1N.BETWEEN DRIVEWAYS ON SAME LOT. (T m ~ m DSN. RAC APP.
N ~::E ii 514104 JTT Q C~ J, o 2/01 0 5/01' DRIVEWAY m m ~ > zK -r A Z 3. SLOPE ON UNPAVED AREAS BETWEEN BACK OF CURB & SIDEWALK SHALL BE 1/4' PER FT. 10. NO RADIUS ENCROACHMENT SHALL BE ALLOWED ACROSS AN C-) -0 ~ Z
611106 JTT p b Z AND b Z ADJOINING PROP. FRONTAGE. THIS IS DETERMINED BY EXTENDING O M O n 2 rrl i 'H 4. USE VARIABLE SECTION (SEE SECTION 'AA`) WHEN SIDEWALK 1S GREATER THAN A LINE FROM THE PROPERTY CORNER PERPENDICULAR TO THE R/W PV 7J z 'I DRAWING NO.
SIDEWALK DETAIL - r I m 3.5 FEET FROM BACK OF CURB. TO THE CURB AND GUTTER LOCATION. m STANDARD TEMPORARY SILT FENCE
STD. # 20.01 5. NO EXPOSED AGGREGATE OR OTHER SPECIAL SURFACE TREATMENTS IN ROW. c, ~ M. ALL CONCRETE MUST BE POURED ON SAME DAY AS INSPECTION. ~ SHEET NO. D
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