20140719 Ver 1_Emails_20150514

From: 8urdette, Jennifer a
Sent: Thursday, May 14,ZUl5Z:53PK4
To: 'Hy Nguyen'
Subject: RE: Van Hanh Temple, Sewer Stream crossing Update 1-14-15 (UNCLASSIFIED)
You will need to revise the following items on the PCN application and send 4 copies to the address below along with a
check for $24O.
*Email correspondence &oondƒrmm this address may besubject tm the North Carolina Public Records Low and may be disclosed tm
third parties unless the content is exempt by statute or other regulation. *
From: Hy Nguyen [maiKo:[e-mail]
Sent: Friday, May 01, 2O154:58 PM
To: Burdette,]ennhera; Alsmeyer, Eric CSAVV
Cc: Tew,Keith; Du Le
Subject: RE: Van Hanh Temple, Sewer Stream crossing Update 1-14-15 (UNCLASSIFIED)
1

We finally got the aerial sewer crossing design done and tentatively approved by Raleigh. I'm just waiting on Keith Tevv
sign off. See attached plans.
VVe proposed aerial sewer on concrete piers. The total wetland permanent impact for these piers are about about 6'x3'
= 18 sf * 4 piers = 72 sf
landscape architecture, civil engineering, & planning
42o Hawthorne Lane, Charlotte, mo2e2o4
o.ro4.002.12o4Ext. 115 M. 704.340.0641 F. 704.332.1210
"Making 40Years'.
Any attached d1muane(s) are auppxe/u*oPq4aanvlateaInc tomeabove revq)�ent(s)mamvealgnlvnnatrumunwaaemavmeamatmeattached flfe(s) may or
nav not u*mennm record uwwllnga Any mfomaunncmta/n*a from mma1gua/flfe(s)a»mxu* used for reference only
From: Burdette, Jennifer a
Sent: Monday, January Z6,ZU1S11:3UAM
To: A|smeyer, Eric C SAW; Tevx Keith; Hy Nguyen
Cc: Du Le; Smith, CherriL; Higgins, Thomas; Ritchie, Kenneth; Sanchez, Cesar;
Massengi||,Robert
Subject: RE: Van HanhTemp|e, Sewer Stream crossing Update 1'14'15 (UNCLASSIFIED)
MR
An aerial crossing would also be acceptable for the 401 water quality certification. |f the redesign requires permanent
impacts to the wetland (concrete pier(s) located within the wetland) then a new PCN application and fee will need to be
submitted to the Division to request written approval of General Certification #3884. |f the piers are not located within
wetlands or structural piers are used within in wetlands then GC #3884 may be utilized without written approval of the
new design.
401 & Buffer Permitting Unit
NCDENR — Division of Water Resources
1617 Mail Service Center
Raleigh, NC27699-1617
[phone] phone

*Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties unless the content is exempt by statute or other regulation. *
From: Alsmeyer, Eric C SAW [mai Ito: Eric. C.Alsmeyer(abusace. army. miI]
Sent: Wednesday, January 21, 2015 1:47 PM
To: Tew, Keith; Hy Nguyen
Cc: Du Le; Smith, Cherri L; Burdette, Jennifer a; Higgins, Thomas; Ritchie, Kenneth; sienkwiczcontractina Ca)nc.rr.com,
Sanchez, Cesar; Massengill, Robert
Subject: RE: Van Hanh Temple, Sewer Stream crossing Update 1 -14 -15 (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Keith /Hy: From my understanding of Keith's description, particularly that the aerial crossing would be - 4.0' above the
creek bed, and would have a center span (between piers) on the stream channel, it sounds like this design would be
permittable under Section 404. Revised permit drawings would have to be submitted, and the wetland permit impacts
may change depending on the design of the piers (whether or not they are concrete or structural). Thanks for keeping
me informed.
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at http : / /regulatory.usacesurvey.com /.
rac
Eric Alsmeyer
Project Manager
From: Tew, Keith rmai Ito: Keith.Tew(a)raleighnc.Qov]
Sent: Wednesday, January 21, 2015 9:15 AM
To: Hy Nguyen
Cc: Du Le; Smith, Cherri L; Burdette, Jennifer a; Higgins, Thomas; Ritchie, Kenneth; sienkwiczcontractina Ca)nc.rr.com,
Sanchez, Cesar; Massengill, Robert; Alsmeyer, Eric C SAW
Subject: [EXTERNAL] RE: Van Hanh Temple, Sewer Stream crossing Update 1 -14 -15
Hy

In light of the fact the Harris Creek interceptor was installed above the stream channel, I made an alternate design
suggestion to staff (described below) that we need to discuss at our plans review meeting next Tuesday morning. Can
you draft a preliminary profile based on this criteria for us to use as a conversation piece? A simple hand sketch
superimposed on the currently approved profile will suffice. Please email to me in PDF format.
• Tie aerial crossing into MH1 at 190.0 (crown of casing at grade)
• Run aerial crossing @ 0.5% — 4.0' above the creek bed, which is 1.0' above the required clearance for clogging
• This reduces the aerial crossing to a more reasonable length & also places MH5 — 6.0' deep to serve adjacent
upstream property
• Raise MH1 rim such that aerial does not penetrate cone section, seal tight in floodplain as appropriate
• Center span (between piers) on stream channel
The down side is this crossing is well below Q25; but if I understand the state rules correctly - CORPUD has authority to
accept this risk so long as we are sufficiently staffed to provide the necessary inspections & maintenance. It may also be
prudent to know whether NCDWR & /or USACE would accept this design from an environmental impact standpoint prior to
finalizing the plan.
Thanks to all,
Keith
w
Keith A. Tew, PE
From: Hy Nguyen [ma i Ito: HNguyen dprassociates.net]
Sent: Tuesday, January 20, 2015 3:37 PM
To: Tew, Keith
Cc: Du Le; Smith, Cherri L; Burdette, Jennifer a; Higgins, Thomas; Ritchie, Kenneth; sienkwiczcontracting Ca)nc.rr.com,
Sanchez, Cesar; Massengill, Robert; Alsmeyer, Eric C SAW
Subject: RE: Van Hanh Temple, Sewer Stream crossing Update 1 -14 -15
I.RiTAC•1i�
1'; Ilf °° "III ASSOC iii ni iii: ,iii N(
landscape architecture, civil engineering, & planning
420 Hawthorne Lane, Charlotte, NC 28204
O. 704.332.1204 Ext. 115 M. 704.340.0641 F. 704.332.1210
www.dprassociates.net
hnauyenOdprassociates.net
40Years'. "Making 1he Land Work for Yoti"
An; attached e'lgrtal fNe(s) are supplied by DPR Associates, Inc to the above recq) ent(s) as a deslgnl construction sic' Be advised (fist the attached files) ma,yl or
may not be lhe final record draviiinga, n; l irrformatlon obtalned from th ci d1g1tal files) shall be used for reference onl,y,

Fromn:Tevx Keith
Sent: Wednesday, January 14, 2015 9:47 AM
To: HyNguyen
Cc: Du Le; Smith, Cherri L; Burdette, Jennifer a; Higgins, Thomas; Ritchie, Kenneth;
Sanchez, Cesar; MassengiU, Robert; A|smeyer, Eric CSAW
Subject: RE: Van Hanh Temple, Sewer Stream crossing Update 1-14-15
Hy:
I have an alternate design in mind, given this new information, but would like to discuss with staff before giving you
direction - will keep you posted.
Keith
Keith A. Tew, PE
From: Hy Nguyen
Sent: Wednesday, ]anuary 14, 2015 12:31 AM
To: Tew, Keith; Abmeyer, Eric CSAVV
Cm: Du Le; Smith, Cherri L; Burdette,]ennifera; Higgins, Thomas; Ritchie, Kenneth; ,
Sanchez Cesar; MassengiU,Rnbert
Subject: RE: Van Hanh Temple, Sewer Stream crossing Update 1-14-15
We have field verified the creek bottom elevations, and they are at 186.10 at the lowest point where the sewer crossing
is, which is about 2.9' lower than what we've anticipated originally.
We have also obtained the FEMA information on the 10, 50, & 100-yr elevations. FEMA does not have data on th 25-yr
storm; therefore, vve did our best to interpret between the 1O&5O-yr. Our #is probably within a few tenths of the true
Attached are 2 exhibits showing the proposed aerial crossing. One with V above the 25-yr storm, and the other with I
above the 10-yr storm. Attached also is the overall previously approved design, for references. The option #1 /route
accommodating the 25-yr storm pushes the sewer up too high, with approximately 350' in the air. Even though it is st
deep enough to serve the new Temple, it will literally have zero cover at MH #4, and will be out of ground by future
MH-5 (future offsite tie-in). This option is not feasible in my opion. I
Proposed Option #2isto set the sewer 1' above the 1O-yrstorm. About 18O|f will beaerial. |tis deep enough toserve
the new Temple, but will be3.4' deep atMH-4 and 1' deep at future MH-5. This is not ideal but it does meet City's aerial
crossing, except vvewill have to live with the fact that the sewer is 1' above the 10-yrstorm. Aerial crossing will be per
City ofRaleigh standard details/specs.

Please review and advise on how we can proceed from here. The owner is anxious to get this matter resolved.
Thank you for your time.
i
111:"IR ASSOC A'1'[-ES, iiiN(
landscape architecture, civil engineering, & planning
420 Hawthorne Lane, Charlotte, NC 28204
O. 704.332.1204 Ext. 115 M. 704.340.0641 F. 704.332.1210
www.dprassociates.net
hnauyenOdprassociates.net
40Years'. "Mal6ng 1he 1..and Worl� for Yoti"
Any l attached e'lgrtal fNe(s) are supplied by DPR Associates, Inc to lhe above recq) ent(s) as a deslgnl construction sic' Be advised (fist the attached files) ma,yl or
may not be lhe final record draviiinga, Any l irrformatlon obtalned from th ci d1g1tal files) shall be used for reference onl,y,
From: Tew, Keith [ mailto:Keith.Tew @raleighnc.gov]
Sent: Wednesday, December 03, 2014 10:52 AM
To: Alsmeyer, Eric C SAW; Hy Nguyen
Cc: Du Le; Smith, Cherri L; Burdette, Jennifer a; Higgins, Thomas; Ritchie, Kenneth; sienkwiczcontracting @nc.rr.com;
Sanchez, Cesar; Massengill, Robert
Subject: RE: Van Hanh Temple, Sewer Stream crossing (UNCLASSIFIED)
Thank you Eric. At this point we are not allowing the aerial stream crossing as currently proposed, for reasons stated
below, pending further investigation by Engineer. In the event an aerial crossing is allowed at the end of day though -
structural supports (pile or pier foundations depending on geotech recommendation) will be required as you have
suggested.
Hy: do you know what the Q25 elevation is? At this point you may want to consider how high you can enter the new MH
to maximize height of crossing above the creek surface. However this would necessitate an ICP revision since the
upstream pipe grades / MH inverts would change & aerial crossing details need to be added, etc -
Keith A. Tew, PE
Project Engineer I
>t Administration Division
Public Utilities Department
One Exchange Plaza, Suite 620
� Phone: [phone]
d ,� ✓� Email: keith.tew(dDraleighnc.gov
Webslte: www.raleighnc.gov
From: Alsmeyer, Eric C SAW [mai Ito: Eric. C.Alsmeyer(abusace. army. miI]
Sent: Wednesday, December 03, 2014 10:31 AM
To: Hy Nguyen; Tew, Keith
Cc: Du Le; Smith, Cherri L; Burdette, Jennifer a; Higgins, Thomas; Ritchie, Kenneth; sienkwiczcontracting Ca)nc.rr.com,
Sanchez, Cesar; Massengill, Robert
Subject: RE: Van Hanh Temple, Sewer Stream crossing (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure vve
continue to do so, please complete the Customer Satisfaction Survey located at http://regulatory.usacesurvey.com/.
�Iil
EricA|smeyer
Project Manager
From: Hy Nguyen
Sent: Tuesday, December 02, 2014 12:17 PM
To:Tew, Keith
Cm: Du Le; Smith Cherh i; Alsmeyer, Eric C SAW; Bunclette, ]ennhera; Higgins, Thomas; Ritchie, Kenneth;
Sanchez Cesar; MassengiU,Rnbert
Subject: [EXTERNAL] RE: Van Hanh Temple, Sewer Stream crossing
am
Thanks for your email. VVe have ordered the surveying shots on the existing creek and will overlay iton our current
design to see exactly what has been changed and the exact exposure of the encasing over the creekbed. Will keep you
posted.
111:"IR ASSOC�A'0ES,U�C ,,,
landscape architecture, civil engineering, & planning
420 Hawthorne Lane, ohanom*. NC 28204

O. 704.332.1204 Ext. 115 M. 704.340.0641 F. 704.332.1210
www.dprassociates.net
hnauyenOdprassociates.net
40Years'. "Manly >n 1he Land Work for Yotv "
Any attached c'lgrtel fNe(s) are supplied by DPR Assocretec, Inc to the above recq) ent(s) as e declgn/ conctrvctlon eld Be advtced that the attached flle(s) mar l or
mar l not be the flnel record dreviiingc, xn,yl Informatlon obtelned from thc� c"rgltel flle(s) shalf be used for reference onl,y,
From: Tew, Keith [ mailto:Keith.Tew @raleighnc.gov]
Sent: Tuesday, December 02, 2014 10:18 AM
To: Hy Nguyen
Cc: Du Le; Smith, Cherri L; Alsmeyer, Eric C SAW; sienkwicgcontracting @nc.rr.com; Burdette, Jennifer a; Higgins,
Thomas; Ritchie, Kenneth; sienkwiczcontracting @nc.rr.com; Sanchez, Cesar; Massengill, Robert
Subject: RE: Van Hanh Temple, Stream crossing
Hy
I have discussed the new stream crossing with Manager of Plans Review group & Assistant Utility Director over all land
development. The original design was less than ideal but we felt the slight exposure was an acceptable risk. However an
aerial crossing below Q25 does not meet min state criteria for gravity sewer & presents us with major concerns regarding
stream blockage & associated ongoing maintenance & repair issues. For now, you are not authorized to construct the new
stream crossing pending a more thorough investigation of all design alternatives - to include the following:
• How does this new elevation effect your NCDWR & USACE Permits? CORPUD would like a brief email response
from each agency if they are agreeable to do so
DID,.I,1° Ian "IY..,.IrnnY IC Ian Ian ^. a;n�I�vn ^.Iraa �i °in�I� °i�,l I�VQ,V �flCI Qawl a; "Il�a�l� aw�,lllllllly l�." °i� a�i� "� " na ^. ;� I�VQ,V �flCI Ira ^.ir':.irnnll� awa; "e
MylNpv 25 1 n^.Ii hek)w for the n^.Ii fn)llllno n,p t o awhn^.IItoin ICpg! his Irna�ngns also ap6l <e with US/CE
(p Ir cA sirn"ney !j g!)j AilI f6l ow it'llp anggID II wii11I ansn<for n^.Ii IYn^.sIpo rose froirn'n IVaoth
Consider an alternate route & connection point, either to an existing MH in the vicinity or perhaps extend sewer
along Forestville Road. I know these options were not preferred / considered feasible in the past - but are they
physically possible (via gravity)? Sufficient field survey data will be required to either affirm or rule out with
absolute certainty
Di)[I" e have dQ; ine extensive ..,a - te.IYlrnative aot,l,lldIies in the panart to coirlrnQ".tQ"dthis tha in IideaI „) „a;l,IIIYIreint
dQ; "sliRin. I xxor]<Q;"d wllt"n Mir Cesar SanlYlla;IIez aq t the tIIIY'Ir'nQ';; ". 7 he exllstIIInR 15" Q.. i) sQ ".wQ: ".IY was sl,IIlY1/Q".\/Q ct, t has
0,,15% a ind 0 7 slln)pn^....oin the 2 Iruins ..i °ilrn"nlrn"nn^.diate^ y �up�jIrn^.aIrn"n of I oIYestvlillle [Id .... lyf"lDg...ouulr sn^well 'to
gDptlher UI II in t�Ihg vli:;lil ity is Ir o„a gpiiing ta�„Irn'na�ll�a^ any Extending the sewer a and Iru�u�lninii�lr����u M�a�lra�lllea^I
pin Qdl,lllr lrllt,le o '�laa', ". p!'o�7erty'�laa' in - tIie.'�Qd'�lle existing tra".IF"4g! oin II ndlYn;°.Ir'�viIl e was Irnot feaglnll�n e &?�II'�III'�he
Q':".xlistiiintf' 0. „m7°m , !F"4Q;; ". !F"4Q;dlrn't the aglf e to Rain a inv dQ;;".IM7th, cf"ulrnd !F"4e xxQ;dl„Ilki fwtIIII need to crosstI"e crQ':"eQ < oint"nQ': ".
a,uuOStrea irn"n side on.the IhrIId:re where the cra^.n:^.II< Ihottoirn"n wou,ulkiIan^. evein dn^.a:^.IDeir.
Do yQtlg gflgA 1II"ng p7 [pC7Qtlsed 8 " sQ ".aF"4er SwIo 7g to the IQes o tha in 0 3% a and -ttie in at I:aQtlttoirlrn invert of the 15"
agweIY Irn"naI °iln inst ^a d of Irn"nata;Ihiil g 1Il g g!i o In?..IIt wouulki Ihn^.IIp g III °it -de.N even .tIho it,igh Irn" gj� jbiil g the acrowin is a
I:aQ ".tter dQ".sligD �ii na;Q". the IIIve aoQ "xveraqge Iis `% fl, L,
Consider relaying a portion of the Harris Creek interceptor to obtain the depth necessary to accommodate a
conventional crossing under the creek. Again sufficient field survey data will be required to either affirm or rule
out with absolute certainty
Di)[I" Agaq in '�"e existing 15"" Ui) �oQ ".aF"4Q'„ ".IY was sit,Iiiry ".yg°j I II"ga Q �o� %a and 0 ,m'7 %�wIQ)pg oin'�"e 2 ruins
I IrnIY'n"nn^.diata', y l,llp7 -Urea it n of [ QtlIYQ^.stviII e [Id [l"Q;;klyli ng g pg!tiioin of or the eintIire I:"'oth sections aF"4Qtll,ki not
• Can gravity sewer be extended to the site - then connect via private pump service if necessary?

[1Ie.ase mote. that the I eirn'npllg was Irn^.g iilred Icy Q ity of Ralln^igl b Ins a~jn^.sIig!) g!)a j IV giilld this pgbIIIic g; ravllly sewed
a ! .. I irn w Ir... audIrg 7Ytlyid.., I In � n.. I � a,� Ir " Ia I ., � r future r �:, .raQlrI n QvQd � r n Ia I : dFQvQY� Qt.. IL a I Y Q
It
!
r.
n'IY'rq o'IIYI,II�;'II,IIIYQ ".
in this vicinity Ag n() a q�jQ".gl,llg' gQ y dQ".sligD "j to aqccQ; it nIYnoda -te. sl,lldh I ad this Q ".iC'IQ ".IYnsIion
aFd4r" s r "q!)- tlla;llpr "q'IQ".d II in the oil'ig� in ll 15" IIIYII'IQ".IYa;Q".p'I or, 'I"e a,IYQ"eQ < a;lYQdsslling aFd4Qdl,l d I"nr" yg bee in co ins IIdQ".IYQ',".d,, r "gllldthe
15" Ir'n"nafiin woukl have in ot Ibn^.ein Ihit,ufi tthatshaIIIl )w,,
sides,, I hat woukl ha^.Ip !1 iilafilrn'nfi.ziilag the filrn'nuM ggta oin the IlaalNl< n°...coit,ulld.Ipin, !IIIp[glp g!) fop g 1bg n^. pgsn^d
ad IIa�.�� �ha. a:Iren.II< Ira.tuuIrIa.: o � s Iraa��uuIraII con..
Q.' ".IYna'':rq�ulllYnC� r " "' "• " " " "• � 'I' III „IIIYsQ ". Q"dvQ;;; " „IY 'I IIIYIrnQ;;;' "..
Please submit your findings, with the above requested emails, for further review & approval by staff. Thank you.
Keith
Keith A. Tew, PE
From: Hy Nguyen [ma i Ito: HNguyen dprassociates.net]
Sent: Tuesday, November 25, 2014 2:16 PM
To: Tew, Keith
Cc: Du Le; Smith, Cherri L; Alsmeyer, Eric C SAW; sienkwicgcontracting a)nc.rr.com; Burdette, Jennifer a; Higgins,
Thomas; Ritchie, Kenneth; sienkwiczcontractinaCa)nc.rr.com
Subject: RE: Van Hanh Temple, Stream crossing
am
The construction is underway with the doghouse MH. No crossing yet. The contractor is Sienkwicz Contracting; he's
copied here. I don't have the inspector contact.
I've advised the contractor to stay put for now. Please advise.
Thanks.

111:"IR ASSOC A'1'[-ES, iiflN(
landscape architecture, civil engineering, & planning
420 Hawthorne Lane, Charlotte, NC 28204
O. 704.332.1204 Ext. 115 M. 704.340.0641 F. 704.332.1210
www.dprassociates.net
hnauyenOdprassociates.net
40Years'. "Making 1he Land Work for Yoti"
Any l attached plgrtal fNe(s) are supplied by DPR Associates, Inc to the above recq) ent(s) as a design/ construction sic' Be advised (fist the attached files) ma,yl or
may not be lhe final record draviiinga, Any l irrformatlon obtalned from th ci prgltal files) shall be used for reference onl,y,
From: Tew, Keith [ mailto:Keith.Tew @raleighnc.gov]
Sent: Tuesday, November 25, 2014 1:59 PM
To: Hy Nguyen
Cc: Du Le; Smith, Cherri L; Alsmeyer, Eric C SAW; sienkwicgcontracting @nc.rr.com; Burdette, Jennifer a;
shelton.sullivan @ncdenr.gov; Higgins, Thomas; Ritchie, Kenneth
Subject: RE: Van Hanh Temple, Stream crossing
Hy, this change could change the status of your utility approval.
Typically for creek crossings we require the invert of steel casing to be 1.0' above Q25 - or the crown of DIP carrier pipe
to be 1.0' under the creek bed. We allowed a slight exposure of the casing in the previous approval given the depth of
sewer you are trying to connect to. Now the crossing is entirely (but barely) aerial, & without pier foundations - which is a
huge concern to the city with regard to stream clogging & associated maintenance / repairs.
Can you provide an overlay (profile exhibit) of the approved design with new field survey cross section? What is the
status of construction & who is your inspector? I am not saying that your approval will necessarily be rescinded, but I am
saying that I need to discuss this change with staff for a consensus on what we can & cannot live with. Meantime I'd
suggest that your contractor please stop work until this issue is resolved - thanks.
Keith
pd N oar ,W� �fdP" "I" vF ./ �u 141/1 y'
Keith A. Tew, PE
From: Hy Nguyen [ma i Ito: HNguyen dprassociates.net]
Sent: Tuesday, November 25, 2014 12:20 PM
To: Burdette, Jennifer a; shelton.sullivan(a)ncdenr.Qov
Cc: Tew, Keith; Du Le; Smith, Cherri L; Alsmeyer, Eric C SAW; sienkwicgcontracting a)nc.rr.com
Subject: RE: Van Hanh Temple, Stream crossing NCDENR 401 Permit 14 -0719
Thanks for taking my call today regarding the sewer crossing for Van Hanh Temple, Stream crossing NCDENR 401 Permit
14 -0719.
10

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111:"IR ASSOC N(
landscape architecture, civil engineering, & planning
420 Hawthorne Lane, Charlotte, NC 28204
O. 704.332.1204 Ext. 115 M. 704.340.0641 F. 704.332.1210
www.dprassociates.net
hna uven OdDrassociates. net
40Years'. "Makia g 1he 1..ar d Work for Yoti"
An; l attached d1g1tal ffle(s) are supplied by DP R Associates, Inc to the above recq) ent(s) as a design/ construction ald Be advised that the attached flfe(s) mayl or
may not be the final record draollngs An; l Informatlon obtalned from thc� d1g1tal flfe(s) shall be used for reference only,
Classification: UNCLASSIFIED
Caveats: NONE
Classification: UNCLASSIFIED
Caveats: NONE
12

0 :� A ' G
a• -a
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Van Hanh Temple
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Van Hanh Temple
3b.
Deed Book and Page No.
DB 7975 PG 514 & MB 1974, PG 100
3c.
Responsible Party (for LLC if
applicable):
Van Hanh Temple / North Carolina Buddhist Association
3d.
Street address:
4229 Forestville Road
3e.
City, state, zip:
Raleigh, INC 272616
3f.
Telephone no.:
919 - 426 -4757
3g.
Fax no.:
3h.
Email address:
dulenc @gmail.com
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑X Agent Q Other, specify:
4b.
Name:
Same as Above
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Hy Nguyen, PE
5b.
Business name
(if applicable):
DPR Associates, Inc.
5c.
Street address:
420 Hawthorne Lane
5d.
City, state, zip:
Charlotte, NC 28204
5e.
Telephone no.:
704 - 332 -1204
5f.
Fax no.:
704 - 332 -1210
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
(ID 009544) PIN 1746 -49 -3709
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.864168 Longitude: - 78.513184
1 c.
Property size:
4.895 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Harris Creek (Peeples Creek) (Wake Crossroad Lake)
2b.
Water Quality Classification of nearest receiving water:
C; NSW
2c.
River basin:
NEUSE RIVER
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site has an existing building and existing outdoor religious displays and gazeboos.
3b.
List the total estimated acreage of all existing wetlands on the property: 1.03
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 390
3d. Explain the purpose of the proposed project:
(3c. Centerline of creek is property line per Map book 1974, pg 100, but surveyed boundary is not the same). Proposed new building
and parking lot. Proposed 8" gravity sewer to serve new building needs to cross the stream to tie into existing sewers stem.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed gravity sewer crossing will be bored under the stream, with bored pit approx. 10' from top of bank.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑X Yes ❑ No ❑ Unknown
Comments: U SAC E-Wetlands (Eric Alsmeyer) on 11-12-10&
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary Q Final
4c.
If yes, who delineated the jurisdictional areas?
Name (If known): Eric Alsmeyer, Martin Richmond
Agency /Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
U SAC E-Wetlands (Eric Alsmeyer) on 11 -12 -10 & DWQ- Streama (Martin Richmond) on 10 -18 -10
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
E] Yes ❑X No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands Q Streams —tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary T
W1 T
Type In (Other)
Unknown
No
Corps
0.02847
W2 T
Type In (Other)
Unknown
No
Corps
0.01653
W3
Choose one
Choose one
Yes /No
W4
Choose one
Choose one
Yes /No
W5
Choose one
Choose one
Yes /No
NW6
Choose one
Choose one
Yes /No
2g. Total Wetland Impacts:
0.045
2h. Comments:
W1 Type of Impact is open cut for Construction (on -site)
W2 Type of Impact is open cut for Construction (off -site)
This is temporary wetland impact for sewer construction only. Sewer is bored.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 P
Bore under creek bed
Harris Creek (Peeples)
PER
DWQ
1
S2
Choose one
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
1
3i. Comments:
Proposed sewer crossing is bored. The borepit is 10' min. away from top of bank. The 8" gravity sewer crossing will be bored to minimize the impact
to stream and wetlands. The 16" steel casing specified on the approved plan is already the minimally acceptable size to accommodate an 8" main. It
leaves only a 4" space between the casing & DI carrier pipe, which is necessary to install the supporting hardware (spiders). See email letter for
Raleigh Engineer, Keith Tew.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
O2
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments: N / A
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
0 Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1 T
8" gravity sewer crossing
ONSITE Harris Creek
No
400
400
B2 T
8" gravity sewer crossing
OFFSITE Harris Creek
No
400
400
B3
Yes /No
B4
Yes /No
B5
Yes /No
B6
Yes /No
6h. Total Buffer Impacts:
800
800
61. Comments: Zone 1 impact is approx. 20'x20' since boring starts about 10' from top of bank.
Page 5 of 10

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The 8" gravity sewer crossing will be bored to minimize the impact to stream and wetlands. The 16" steel casing specified on the approved plan is
already the minimally acceptable size to accommodate an 8" main. It leaves only a 4" space between the casing & DI carrier pipe, which is necessary
to install the supporting hardware (spiders). See email letter for Raleigh Engineer, Keith Tew.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The 8" gravity sewer crossing will be bored to minimize the impact to stream and wetlands. Construction to be carried out with extra caution and
diligence to stay within the 20' corridor or less. This is temporary impact except for the 4" above creek bed. Contractor to restore wetland grade.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes 0 No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
Choose one
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non - riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ❑X No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Stormwater and erosion control are proposed as part of overall plans submitted and approved by City of
Yes No
Raleigh
Stormwater Department. Total TN buydown was approved by City of Raleigh, purchased with a
❑ ❑X
private mitigation bank. Copy attached.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
%
2b.
Does this project require a Stormwater Management Plan?
❑X Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
Stormwater
and erosion control are proposed as part of overall plans submitted and approved by City of Raleigh Stormwater Department . Total TN
buydown was approved by City of Raleigh, purchased with a private mitigation bank. Copy attached.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
Certified Local Government
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
Raleigh
0 Phase II
❑ NSW
3b.
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑X Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006 -246
❑X Other: N / A
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes Q No
use of public (federal /state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after - the -fact permit application?
❑ Yes ❑X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes Q No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The proposed development for this site includes a new building and parking lot. All applicable permits are
being obtained with local authority, City of
Raleigh.
Total TN buydown was approved by City of Raleigh, purchased with a private mitigation bank. Copy attached.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
discharges
Wastewater
to the proposing 8" gravity sewer, future discharge +/- 1,359 GPD.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes Q No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑X No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Contacted Corps Office (Eric Alsmeyer)
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
N/A -not in coastal region.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Contacted Corps Office (Eric Alsmeyer)
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
Q Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
The proposed development is outside of the FEMA floodline. The proposed sewer crossing is bored under the stream. No fill. No impact.
8c. What source(s) did you use to make the floodplain determination?
I have contacted the FEMA Region IV office (Mohammad Waliullah, 770 - 220 - 5493).
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07 -10 -2014
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

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STANDARD UTILITY NOTES (AS APPLICABLE);
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE N ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS
(REFERENCE: CORPUD HANDBOOK, CURRENT EDITION)
?, UTILITY SEPARATION REQUIREMENTS:
a) A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN
IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS
SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE
185 LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL
b) WHEN INSTALLING WATER &IOR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT
BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN N A SEPARATE TRENCH WITH THE ELEVATION
N ( rn Q OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR, ALL DISTANCES
0 0 0 0 o ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE_ DIAMETER
N N N N N c) INHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR
STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS
d) 5,0' MNIMUM HORIZONTAL SEPARATION IS RFQLIRFD BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS
6 +00 7 +00 8 +00 SPECIFIED FOR SANITARY SEWER
e) MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATMIAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT
ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS, WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A
CONCRETE CRADLE HAVING 6" MN. CLEARANCE (PER CORPUD DETAILS W -41 & S -49)
\ t) ALL OTHER UNDERGROLND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH IS" MIN. VERTICAL SEPARATION REQUIRED
\ 3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &IOR PROFILE BY THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF
S�EO PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC
p UTILITIES DEPARTMENT
Wy 5.3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMANS. 4,0' MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS
o 6. INSTALL 1" COPPER' WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATFRLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT
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N E� 5 1. INSTALL 4" PVC SEWER SERVICES r;1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY "$ LINEAR
0 a Y FEET MAXIMUM
N 8. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING N PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY
U 2 Q SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN LO' ABOVE THE NEXT UPSTREAM MANHOLE
Z W 9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE & /OR FFMA FOR ANY RIPARIAN BUFFER,
W Q WETLAND &IOR FLOODPLAN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
1-00 D +� 10. NCDOT I RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICE TAPS)
20'R BULB NIF BENTON WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION
p u. o r F 11. GREASE INTERCEPTOR i OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD
X X Uj SS EASEMENT D.B. 1562, PG. 720
W FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT (919) 250 -1825 OR
Q W O N I �+ TIMOTHY.BEASLEY @RALFIGHNC.GOV FOR MORE INFORMATION
m W w 12, CROSS•CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX•B
OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES
SHALL MEET AIIDRICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL
LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS•CONNFICTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOAN IF
PROP, H -4 20 SS ESMT_ _ HELVEY AT 919 212.5923 OR JOANIEFIELVEY0r 1ALEIGHNC.GOV FOR MORE INFORMATION
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9 0 01 BLGC0 C9 I
m N It 300.
00 I pRop FRAM
HVAC UNITS
SEE ARCHITECTIPLUMBING PLANS
v' ' ' ` `� V v' " " " ' oo PROP, ±155,0 LF OF w a PROP. ±307 LFi 0.
RECORDED IN DEED BK 014770 PG 01234.01240 II . �" a PR STEEL CASING PIPE, STATUE OF 1" COP R BY OTHERS
OF WAKE COUNTY REGISTRY � � � � � ° � � � � � J-0.375" ON CONC, PIERS '� WATER RVICE Aaa \
as EE PROFILES 6
NE STORY EXIST, OVERHEAD POWER LINE
/ EXIST, r`I
VINYL
EXIST. BWsW sw & P.P. TO BE RELOCATED BY
e STORAGE STATUE O STATUES CONTRACTOR, TYP,
PROP, DOGHOUSE MH -1 BUILDING
I I
STA: 0 +00 /
' , / HIGHVOLTAI
S
(OPEN CUT TO TIE -IN) I - fROP, M -2 — — — — 20 SS ESMT_ — — — — — — — — — — LAND SURVEYING NOTE;
ruv OE _ — —
� TA: 1+ 0,00 317,94'.•8 "SS , h. � BOUNDARY MAP AND EXISTING SURVEYING INFORMATION
I
I " N0412457
d /
�S —�
I - APPLICABLE USACE ANDIOR NCDWQ " " " I 20'R BULB C.O. L251N.
, e
PERMITS MUST BE OBTAINED PRIOR • " " N SS EASEMENT a 30 N
g "9 w AP ROX, LOCRTION OF �► a
TO CONSTRUCTION II g - _ � EXIST. SEPTIC TANK N 3 30
TO B E40VED OR ABANDONED N �o X o
N (PER �E OUNTYSTANDARDS) Jw
EX.CONC. wg
- SILTITREE PROTECTION FENCE X. DECK Q
C.O. Of
o, '" SEE DETAIL TC -01 SIT, C -10 FFE 205.30' m
p� I EXIST. 0W 3 EXIST. BRICK ^�
II� ONESTORY W� N RIND FRRME '
AST. E GE OF WATER BRICK w TEMPLE
I I APPROX. LEACH FIELD DWELLING
APPROX. IST. CREEK CIL
(ED( 0 WATER CHANGES DAILY) PRIVATE 4` PVC SS U) Bw EX PORCH
1% MIN. AND
EXIST. SSMH 1 L. I CLEAN OUT FOR EXIST.
RIM: 194.78 �, I 0 0 BLDG. TIE-IN w N
I
INN IN: 187.0 Z N �I 0 Q 8 N
INV OU T: 186.9
(PER FIELD SURVEY) EX. ST ATUE "
'OIL O
W�
O Q EXIST. BRICK
0IZ a W EXIST. GRAVEL N PATIO '�
I o I ���
NIF YOUNG LOT TO REMAIN �I
°'I 1 D.B. P .2 WroU U
G�i� M�sT 055 G 0 1 a QiQ W <L
�0 UTILITY hF
OE — ON N W
EXIST. APPROX. °I
a o Z m I I I LOCATION OF 16" PUBLIC1 /
z Q
y I
EXIST. IRE
10011YOUDI01
13!1rACTOrrB•maNm �I I HYDRANT TO REkN
I-00.632.4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND I
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION, I
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC, AS
NECESSARY TO INSURE SAFETY TO THE PUBLIC,
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO I
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND R
THE CITY OF RALEIGH UTILITIES SPECIFICATIONS, W
M
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART���� I
P, OR AS AMENDED, a GUY I
VV
DIP WATER MAIN
±4' FROM EXIST. EOP �5;C0
tip
w�
OP
00
00 0000
a�N
cDZo
0
0. J u
0 LL
amLL
PROPOSED 1" R.P. BFP,
IN ABOVE GROUND HOT BOX
AMES 4000B OR EQUAL
PER C.O.R. APPROVED LIST
W TO BE DEDICATED
PROVIDED BY NIALL GILLESPIE LAND SURVEYING,
DATED 8.20 2006, NAD 83 GRID COORDINATES,
NIALL GILLESPIE, P.L.S. LAND SURVEYING
1801 WHITE OAK CHURCH ROAD
APEX, NORTH CAROLINA 27523
PHONE: [phone] FAX 9: (991 361-01
NIF GAY
D. B. 7357, PG. 410
FATAITAI
SCALE; HOR;1" = 40'
W W VERT :1 " =4'
�R_0P•.16 "�6 TS &V
w P HYDRANT
0 40 80
uN & FIRE H
w ASSEMBI 0
E 00 PROPOSED 1" WATER TAP & METER
jo ) BY CITY OF RALEIGH AT DEVELOPER'S
Q> g <0 IE ' 60 EXPENSE. EXTEND 1" SERVICE LINE
�o TO SERVE NEW BUILDING North
FINAL CONNECTION NOT TO BE MADE
Wiz UNTIL ALL TESTING IS FOUND
`�oN SATISFACTORY
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION
OF WATER, SEWER AND /OR REUSE, AS APPROVED IN THESE PLANS,
IS RESPONSIBLE FOR CONTACTING THE PUBLIC WORKS DEPARTMENT
AT (919) 516 -2159, AND THE PUBLIC UTILITIES DEPARTMENT AT
(919) 996 -4540 AT LEAST jn UL UM PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF
BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF
MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR
SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS
NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG,
HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION
OF CITY OF RALEIGH STANDARDS WILL RESULT IN A MILK
POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH,
PUBLIC
SEWER COLLECTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON
THIS PLAN, THE MATERIAL AND CONSTRUCTION METHODS USED
FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT #
AUTHORIZATION TO CONSTRUCT
DATE
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS,
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
landscape architecture
planning
civil engineering
DPR Associates, nc,1420 Hawthorne bane (Charlotte, NC 28204
ph. 704,332,1204 I fx. 104,332.12101 WWW.dprassociates.net
OWNER:
Phot T�ch
Pan Hanh
North Carolina Buddhist Association
4229 Forestville Rd,
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
0 4
11000"N,
2
A
Mr, Binh Nguyen
Address
Address
0
CIVIL ENGINEER:
o
420 Hawthorne Lane
Charlotte, NC 28204
Q 2
ELECTRICAL ENGINEER:
U, Armstrong
Associates, Inc,
IN INTO
GREEK
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
BAN
704 -334 -7363 Tel,
704 -347 -0093 Fax,
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius NC 28031
104 -0 -9114 Tel,
704- 987 -9938 Fax.
CA R 0 �
o °
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PER C.O.R. 2ND REVIEW COMMENTS
315-30-12
1 PER C.O.R. 3ND REVIEW COMMENTS
4 6 -14 -12
PER C.O.R. 4TH REVIEW COMMENTS
51 -28 -13
PER C.O.R. BLDG PERMIT COMMENTS
(ADDED H C RAMP
W
t�t�ARV OF WATER SERA CE F RE HYDRANTS
I
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Title
UTILITY PLAN
A
I I
SHEET 8 OF 10 TOTAL
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0.
196.5,
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I
YY R FIELD �o / �I + EXIST. EDGE OF
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TOTAL NO FIRE HYDRANTS. 1
r
Q
0
2"
'LASS
V R
CP
woo
J7T---
o0
SUt�RRV OF SEWER t�A E MANHOLES
Z
S IE
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00
6
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P
CS
0 5
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r
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E
T
E
D
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1 5,6
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8"
VC
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0,51
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—
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8
654 LF
E
TE
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,12'A
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G
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1
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TOTAL NO MANHOLES; 4
EX
E
D
ASI
G
.0'
IN,
A
5 +00
EXIST, EDGE OF
EXIST. LOWLAND WATER
AREAL WETLAND
BRICK
PAVERS
VICINITY MAP
(1" =800')
STANDARD UTILITY NOTES (AS APPLICABLE);
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE N ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS
(REFERENCE: CORPUD HANDBOOK, CURRENT EDITION)
?, UTILITY SEPARATION REQUIREMENTS:
a) A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN
IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS
SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE
185 LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL
b) WHEN INSTALLING WATER &IOR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT
BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN N A SEPARATE TRENCH WITH THE ELEVATION
N ( rn Q OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR, ALL DISTANCES
0 0 0 0 o ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE_ DIAMETER
N N N N N c) INHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR
STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS
d) 5,0' MNIMUM HORIZONTAL SEPARATION IS RFQLIRFD BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS
6 +00 7 +00 8 +00 SPECIFIED FOR SANITARY SEWER
e) MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATMIAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT
ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS, WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A
CONCRETE CRADLE HAVING 6" MN. CLEARANCE (PER CORPUD DETAILS W -41 & S -49)
\ t) ALL OTHER UNDERGROLND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH IS" MIN. VERTICAL SEPARATION REQUIRED
\ 3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &IOR PROFILE BY THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF
S�EO PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC
p UTILITIES DEPARTMENT
Wy 5.3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMANS. 4,0' MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS
o 6. INSTALL 1" COPPER' WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATFRLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT
r
u (a IS THE APPLICANT'S RESPONSIBILITY TO PROPERI, Y SIZE THE IVA0 SER KICE FOR EACH CONNECTION TO PRO HDEADEOUATE FLOW &I PRESSUly
N E� 5 1. INSTALL 4" PVC SEWER SERVICES r;1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY "$ LINEAR
0 a Y FEET MAXIMUM
N 8. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING N PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY
U 2 Q SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN LO' ABOVE THE NEXT UPSTREAM MANHOLE
Z W 9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE & /OR FFMA FOR ANY RIPARIAN BUFFER,
W Q WETLAND &IOR FLOODPLAN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
1-00 D +� 10. NCDOT I RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICE TAPS)
20'R BULB NIF BENTON WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION
p u. o r F 11. GREASE INTERCEPTOR i OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD
X X Uj SS EASEMENT D.B. 1562, PG. 720
W FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT (919) 250 -1825 OR
Q W O N I �+ TIMOTHY.BEASLEY @RALFIGHNC.GOV FOR MORE INFORMATION
m W w 12, CROSS•CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX•B
OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES
SHALL MEET AIIDRICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL
LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS•CONNFICTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOAN IF
PROP, H -4 20 SS ESMT_ _ HELVEY AT 919 212.5923 OR JOANIEFIELVEY0r 1ALEIGHNC.GOV FOR MORE INFORMATION
STA. 6 +5363 FOR FUTURE CITY
EXIST, I TIE -IN
STATUE — — — —
!i
EXIST.
REFLECTING
PooLAREA > ^� R P. 4" VC LATERAL
1% MIN. ANDC.O,
w I-
Ms, 5 °2 .4 — _--- -PPIZ1 GVFO
SEWER SLOPES SHOWN ON THIS PLAN ARE FOR CONTRACTOR REFERENCE
ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING THE SEWER
TO THE INVERTS SHOWN.
9 0 01 BLGC0 C9 I
m N It 300.
00 I pRop FRAM
HVAC UNITS
SEE ARCHITECTIPLUMBING PLANS
v' ' ' ` `� V v' " " " ' oo PROP, ±155,0 LF OF w a PROP. ±307 LFi 0.
RECORDED IN DEED BK 014770 PG 01234.01240 II . �" a PR STEEL CASING PIPE, STATUE OF 1" COP R BY OTHERS
OF WAKE COUNTY REGISTRY � � � � � ° � � � � � J-0.375" ON CONC, PIERS '� WATER RVICE Aaa \
as EE PROFILES 6
NE STORY EXIST, OVERHEAD POWER LINE
/ EXIST, r`I
VINYL
EXIST. BWsW sw & P.P. TO BE RELOCATED BY
e STORAGE STATUE O STATUES CONTRACTOR, TYP,
PROP, DOGHOUSE MH -1 BUILDING
I I
STA: 0 +00 /
' , / HIGHVOLTAI
S
(OPEN CUT TO TIE -IN) I - fROP, M -2 — — — — 20 SS ESMT_ — — — — — — — — — — LAND SURVEYING NOTE;
ruv OE _ — —
� TA: 1+ 0,00 317,94'.•8 "SS , h. � BOUNDARY MAP AND EXISTING SURVEYING INFORMATION
I
I " N0412457
d /
�S —�
I - APPLICABLE USACE ANDIOR NCDWQ " " " I 20'R BULB C.O. L251N.
, e
PERMITS MUST BE OBTAINED PRIOR • " " N SS EASEMENT a 30 N
g "9 w AP ROX, LOCRTION OF �► a
TO CONSTRUCTION II g - _ � EXIST. SEPTIC TANK N 3 30
TO B E40VED OR ABANDONED N �o X o
N (PER �E OUNTYSTANDARDS) Jw
EX.CONC. wg
- SILTITREE PROTECTION FENCE X. DECK Q
C.O. Of
o, '" SEE DETAIL TC -01 SIT, C -10 FFE 205.30' m
p� I EXIST. 0W 3 EXIST. BRICK ^�
II� ONESTORY W� N RIND FRRME '
AST. E GE OF WATER BRICK w TEMPLE
I I APPROX. LEACH FIELD DWELLING
APPROX. IST. CREEK CIL
(ED( 0 WATER CHANGES DAILY) PRIVATE 4` PVC SS U) Bw EX PORCH
1% MIN. AND
EXIST. SSMH 1 L. I CLEAN OUT FOR EXIST.
RIM: 194.78 �, I 0 0 BLDG. TIE-IN w N
I
INN IN: 187.0 Z N �I 0 Q 8 N
INV OU T: 186.9
(PER FIELD SURVEY) EX. ST ATUE "
'OIL O
W�
O Q EXIST. BRICK
0IZ a W EXIST. GRAVEL N PATIO '�
I o I ���
NIF YOUNG LOT TO REMAIN �I
°'I 1 D.B. P .2 WroU U
G�i� M�sT 055 G 0 1 a QiQ W <L
�0 UTILITY hF
OE — ON N W
EXIST. APPROX. °I
a o Z m I I I LOCATION OF 16" PUBLIC1 /
z Q
y I
EXIST. IRE
10011YOUDI01
13!1rACTOrrB•maNm �I I HYDRANT TO REkN
I-00.632.4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND I
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION, I
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC, AS
NECESSARY TO INSURE SAFETY TO THE PUBLIC,
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO I
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND R
THE CITY OF RALEIGH UTILITIES SPECIFICATIONS, W
M
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART���� I
P, OR AS AMENDED, a GUY I
VV
DIP WATER MAIN
±4' FROM EXIST. EOP �5;C0
tip
w�
OP
00
00 0000
a�N
cDZo
0
0. J u
0 LL
amLL
PROPOSED 1" R.P. BFP,
IN ABOVE GROUND HOT BOX
AMES 4000B OR EQUAL
PER C.O.R. APPROVED LIST
W TO BE DEDICATED
PROVIDED BY NIALL GILLESPIE LAND SURVEYING,
DATED 8.20 2006, NAD 83 GRID COORDINATES,
NIALL GILLESPIE, P.L.S. LAND SURVEYING
1801 WHITE OAK CHURCH ROAD
APEX, NORTH CAROLINA 27523
PHONE: [phone] FAX 9: (991 361-01
NIF GAY
D. B. 7357, PG. 410
FATAITAI
SCALE; HOR;1" = 40'
W W VERT :1 " =4'
�R_0P•.16 "�6 TS &V
w P HYDRANT
0 40 80
uN & FIRE H
w ASSEMBI 0
E 00 PROPOSED 1" WATER TAP & METER
jo ) BY CITY OF RALEIGH AT DEVELOPER'S
Q> g <0 IE ' 60 EXPENSE. EXTEND 1" SERVICE LINE
�o TO SERVE NEW BUILDING North
FINAL CONNECTION NOT TO BE MADE
Wiz UNTIL ALL TESTING IS FOUND
`�oN SATISFACTORY
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION
OF WATER, SEWER AND /OR REUSE, AS APPROVED IN THESE PLANS,
IS RESPONSIBLE FOR CONTACTING THE PUBLIC WORKS DEPARTMENT
AT (919) 516 -2159, AND THE PUBLIC UTILITIES DEPARTMENT AT
(919) 996 -4540 AT LEAST jn UL UM PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF
BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF
MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR
SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS
NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG,
HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION
OF CITY OF RALEIGH STANDARDS WILL RESULT IN A MILK
POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH,
PUBLIC
SEWER COLLECTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON
THIS PLAN, THE MATERIAL AND CONSTRUCTION METHODS USED
FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT #
AUTHORIZATION TO CONSTRUCT
DATE
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS,
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
landscape architecture
planning
civil engineering
DPR Associates, nc,1420 Hawthorne bane (Charlotte, NC 28204
ph. 704,332,1204 I fx. 104,332.12101 WWW.dprassociates.net
OWNER:
Phot T�ch
Pan Hanh
North Carolina Buddhist Association
4229 Forestville Rd,
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
104 418 -1546 Tel,
DESIGNER:
Mr, Binh Nguyen
Address
Address
704- 819 -0586 Tel,
CIVIL ENGINEER:
DPR Associates, Inc,
420 Hawthorne Lane
Charlotte, NC 28204
't
ELECTRICAL ENGINEER:
U, Armstrong
Associates, Inc,
IN INTO
GREEK
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
BAN
704 -334 -7363 Tel,
704 -347 -0093 Fax,
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius NC 28031
104 -0 -9114 Tel,
704- 987 -9938 Fax.
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PER C.O.R. 2ND REVIEW COMMENTS
315-30-12
1 PER C.O.R. 3ND REVIEW COMMENTS
4 6 -14 -12
PER C.O.R. 4TH REVIEW COMMENTS
51 -28 -13
PER C.O.R. BLDG PERMIT COMMENTS
(ADDED H C RAMP
6 2 -2 -15
SEWER PLAN AND PROFILE PER C.O.R
P.W.D. MEMO DATED 1 -28 -15
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UTILITY PLAN
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STANDARD UTILITY NOTES (AS APPLICABLE);
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE N ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS
(REFERENCE: CORPUD HANDBOOK, CURRENT EDITION)
?, UTILITY SEPARATION REQUIREMENTS:
a) A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN
IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS
SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE
185 LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL
b) WHEN INSTALLING WATER &IOR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT
BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN N A SEPARATE TRENCH WITH THE ELEVATION
N ( rn Q OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR, ALL DISTANCES
0 0 0 0 o ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE_ DIAMETER
N N N N N c) INHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR
STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS
d) 5,0' MNIMUM HORIZONTAL SEPARATION IS RFQLIRFD BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS
6 +00 7 +00 8 +00 SPECIFIED FOR SANITARY SEWER
e) MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATMIAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT
ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS, WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A
CONCRETE CRADLE HAVING 6" MN. CLEARANCE (PER CORPUD DETAILS W -41 & S -49)
\ t) ALL OTHER UNDERGROLND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH IS" MIN. VERTICAL SEPARATION REQUIRED
\ 3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &IOR PROFILE BY THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF
S�EO PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC
p UTILITIES DEPARTMENT
Wy 5.3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMANS. 4,0' MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS
o 6. INSTALL 1" COPPER' WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATFRLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT
r
u (a IS THE APPLICANT'S RESPONSIBILITY TO PROPERI, Y SIZE THE IVA0 SER KICE FOR EACH CONNECTION TO PRO HDEADEOUATE FLOW &I PRESSUly
N E� 5 1. INSTALL 4" PVC SEWER SERVICES r;1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY "$ LINEAR
0 a Y FEET MAXIMUM
N 8. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING N PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY
U 2 Q SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN LO' ABOVE THE NEXT UPSTREAM MANHOLE
Z W 9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE & /OR FFMA FOR ANY RIPARIAN BUFFER,
W Q WETLAND &IOR FLOODPLAN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
1-00 D +� 10. NCDOT I RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICE TAPS)
20'R BULB NIF BENTON WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION
p u. o r F 11. GREASE INTERCEPTOR i OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD
X X Uj SS EASEMENT D.B. 1562, PG. 720
W FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT (919) 250 -1825 OR
Q W O N I �+ TIMOTHY.BEASLEY @RALFIGHNC.GOV FOR MORE INFORMATION
m W w 12, CROSS•CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX•B
OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES
SHALL MEET AIIDRICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL
LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS•CONNFICTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOAN IF
PROP, H -4 20 SS ESMT_ _ HELVEY AT 919 212.5923 OR JOANIEFIELVEY0r 1ALEIGHNC.GOV FOR MORE INFORMATION
STA. 6 +5363 FOR FUTURE CITY
EXIST, I TIE -IN
STATUE — — — —
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REFLECTING
PooLAREA > ^� R P. 4" VC LATERAL
1% MIN. ANDC.O,
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SEWER SLOPES SHOWN ON THIS PLAN ARE FOR CONTRACTOR REFERENCE
ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING THE SEWER
TO THE INVERTS SHOWN.
9 0 01 BLGC0 C9 I
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HVAC UNITS
SEE ARCHITECTIPLUMBING PLANS
v' ' ' ` `� V v' " " " ' oo PROP, ±155,0 LF OF w a PROP. ±307 LFi 0.
RECORDED IN DEED BK 014770 PG 01234.01240 II . �" a PR STEEL CASING PIPE, STATUE OF 1" COP R BY OTHERS
OF WAKE COUNTY REGISTRY � � � � � ° � � � � � J-0.375" ON CONC, PIERS '� WATER RVICE Aaa \
as EE PROFILES 6
NE STORY EXIST, OVERHEAD POWER LINE
/ EXIST, r`I
VINYL
EXIST. BWsW sw & P.P. TO BE RELOCATED BY
e STORAGE STATUE O STATUES CONTRACTOR, TYP,
PROP, DOGHOUSE MH -1 BUILDING
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(OPEN CUT TO TIE -IN) I - fROP, M -2 — — — — 20 SS ESMT_ — — — — — — — — — — LAND SURVEYING NOTE;
ruv OE _ — —
� TA: 1+ 0,00 317,94'.•8 "SS , h. � BOUNDARY MAP AND EXISTING SURVEYING INFORMATION
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I - APPLICABLE USACE ANDIOR NCDWQ " " " I 20'R BULB C.O. L251N.
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PERMITS MUST BE OBTAINED PRIOR • " " N SS EASEMENT a 30 N
g "9 w AP ROX, LOCRTION OF �► a
TO CONSTRUCTION II g - _ � EXIST. SEPTIC TANK N 3 30
TO B E40VED OR ABANDONED N �o X o
N (PER �E OUNTYSTANDARDS) Jw
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C.O. Of
o, '" SEE DETAIL TC -01 SIT, C -10 FFE 205.30' m
p� I EXIST. 0W 3 EXIST. BRICK ^�
II� ONESTORY W� N RIND FRRME '
AST. E GE OF WATER BRICK w TEMPLE
I I APPROX. LEACH FIELD DWELLING
APPROX. IST. CREEK CIL
(ED( 0 WATER CHANGES DAILY) PRIVATE 4` PVC SS U) Bw EX PORCH
1% MIN. AND
EXIST. SSMH 1 L. I CLEAN OUT FOR EXIST.
RIM: 194.78 �, I 0 0 BLDG. TIE-IN w N
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INN IN: 187.0 Z N �I 0 Q 8 N
INV OU T: 186.9
(PER FIELD SURVEY) EX. ST ATUE "
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EXIST. IRE
10011YOUDI01
13!1rACTOrrB•maNm �I I HYDRANT TO REkN
I-00.632.4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND I
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION, I
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC, AS
NECESSARY TO INSURE SAFETY TO THE PUBLIC,
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO I
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND R
THE CITY OF RALEIGH UTILITIES SPECIFICATIONS, W
M
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART���� I
P, OR AS AMENDED, a GUY I
VV
DIP WATER MAIN
±4' FROM EXIST. EOP �5;C0
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PROPOSED 1" R.P. BFP,
IN ABOVE GROUND HOT BOX
AMES 4000B OR EQUAL
PER C.O.R. APPROVED LIST
W TO BE DEDICATED
PROVIDED BY NIALL GILLESPIE LAND SURVEYING,
DATED 8.20 2006, NAD 83 GRID COORDINATES,
NIALL GILLESPIE, P.L.S. LAND SURVEYING
1801 WHITE OAK CHURCH ROAD
APEX, NORTH CAROLINA 27523
PHONE: [phone] FAX 9: (991 361-01
NIF GAY
D. B. 7357, PG. 410
FATAITAI
SCALE; HOR;1" = 40'
W W VERT :1 " =4'
�R_0P•.16 "�6 TS &V
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0 40 80
uN & FIRE H
w ASSEMBI 0
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jo ) BY CITY OF RALEIGH AT DEVELOPER'S
Q> g <0 IE ' 60 EXPENSE. EXTEND 1" SERVICE LINE
�o TO SERVE NEW BUILDING North
FINAL CONNECTION NOT TO BE MADE
Wiz UNTIL ALL TESTING IS FOUND
`�oN SATISFACTORY
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION
OF WATER, SEWER AND /OR REUSE, AS APPROVED IN THESE PLANS,
IS RESPONSIBLE FOR CONTACTING THE PUBLIC WORKS DEPARTMENT
AT (919) 516 -2159, AND THE PUBLIC UTILITIES DEPARTMENT AT
(919) 996 -4540 AT LEAST jn UL UM PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF
BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF
MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR
SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS
NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG,
HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION
OF CITY OF RALEIGH STANDARDS WILL RESULT IN A MILK
POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH,
PUBLIC
SEWER COLLECTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON
THIS PLAN, THE MATERIAL AND CONSTRUCTION METHODS USED
FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT #
AUTHORIZATION TO CONSTRUCT
DATE
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS,
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
landscape architecture
planning
civil engineering
DPR Associates, nc,1420 Hawthorne bane (Charlotte, NC 28204
ph. 704,332,1204 I fx. 104,332.12101 WWW.dprassociates.net
OWNER:
Phot T�ch
Pan Hanh
North Carolina Buddhist Association
4229 Forestville Rd,
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
104 418 -1546 Tel,
DESIGNER:
Mr, Binh Nguyen
Address
Address
704- 819 -0586 Tel,
CIVIL ENGINEER:
DPR Associates, Inc,
420 Hawthorne Lane
Charlotte, NC 28204
704 -332 -1204 Tel.
704 -332 -1210 Fax,
ELECTRICAL ENGINEER:
U, Armstrong
Associates, Inc,
1111 The Plata
Charlotte, NC 28205
704 -336 -1116 Tel,
704 -364 -8311 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowe Street, Suite 204
Charlotte, NC 28204
704 -334 -7363 Tel,
704 -347 -0093 Fax,
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius NC 28031
104 -0 -9114 Tel,
704- 987 -9938 Fax.
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED, OR USED IN WHOLE OR BART,
CONNECTION PURPOSE HET PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER MANAGER OF THE FACIUTY
NAMED ABO E.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES, THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY
Drawn HN
Checked HN
Date JULY 20, 2010
Revisions:
1 9 -22 -10
PER C.O.R. 1ST REVIEW COMMENTS
210 -19 -10
PER C.O.R. 2ND REVIEW COMMENTS
315-30-12
1 PER C.O.R. 3ND REVIEW COMMENTS
4 6 -14 -12
PER C.O.R. 4TH REVIEW COMMENTS
51 -28 -13
PER C.O.R. BLDG PERMIT COMMENTS
(ADDED H C RAMP
6 2 -2 -15
SEWER PLAN AND PROFILE PER C.O.R
P.W.D. MEMO DATED 1 -28 -15
1 4 -28 -15
PER C,O.R,P.U.D, COMMENTS
Project Number DPR 10003
Title
UTILITY PLAN
Sheet
N
SHEET 8 OF 10 TOTAL
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AERIAL PIPE CROSSING
GENERAL NOTES;
1, ALL MATERIALS UTILIZED ON THESE DETAIL SHEETS SHALL CONFORM TO THE
APPROPRIATE SECTIONS OF THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK UNLESS
NOTED OTHERWISE HEREIN,
2.
RESTRAINED JOINT PIPE AND FITTINGS SHALL CONSIST OF BOLTED RETAINER RINGS AND
WELDED RETAINER BARS OR BOLTLESS TYPE WHICH INCLUDE DUCTILE IRON LOCKING
SEGMENTS AND RUBBER RETAINERS. BOLTS FOR RESTRAINED JOINTS (IF APPLICABLE
SHALL CONFORM TO ANSI B18.2. RESTRAINED PIPE AND FITTINGS SHALL BE FLEX-RING OR
LOK•RING TYPE JOINTS AS MANUFACTURED BY AMERICAN CAST IRON PIPE CO.; TR FLEX
AS MANUFACTURED BY US PIPE, SUPER•LOCKAS MANUFACTURED BY CLOW, BOLT•LOIK OR
1 SNAP•LOK AS MANUFACTURED BY GRIFFIN PIPE PRODUCTS, OR EQUAL,
CONCRETE PROPERTIES SHALL BE AS FOLLOWS:
CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
NOMINAL SLUMP -- 4 INCHES
WATERICEMENTITOUS MATERIALS RATIO = 0.45 (MAX)
AIR CONTENT -- 6% * 1.5%
CONCRETE SHALL BE COMPOSED OF CEMENT, WATER, COARSE AGGREGATES. FINE
AGGREGATES AND AIR, CEMENT SHALL BE TYPE VIII OR II IN ACCORDANCE WITH ASTM
C•150, MATERIAL REQUIREMENTS FOR ALL FINE AND COARSE AGGREGATES SHALL
CONFORM TO ASTM C•33, COARSE AGGREGATE SHALL BE SIZE No. 57 OR 61, AN APPROVED
4. CLASS'F' FLYASH MAYBE SUBSTITUTED FOR AN EQUAL AMOUNT OF CEMENT BY WEIGHT
UP TO 25 %.
5.
ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 314"
CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 AND
SHALL BE PLACED IN ACCORDANCE WITH "RECOMMENDED PRACTICE FOR PLACING
6, REINFORCING BARS" (LATEST EDITION) AS PUBLISHED BY THE CONCRETE REINFORCING
INSTITUTE, SPLICES SHALL BE CLASS'B' CONFORMING TO THE PROVISIONS OF ACI 318
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ",
1.
NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNVULCANIZED,100°%
VIRGIN NEOPRENE, WITH DUROMETER HARDNESS -- 50.
PILES SHALL BE STRUCTURAL STEEL HP12z53 PILES AND SHALL CONFORM TO THE
REQUIREMENTS OF ASTM A36, PILES SHALL BE DRIVEN TO DEPTHS REQUIRED TO OBTAIN
AN ULTIMATE BEARING CAPACITY OF NOT LESS THAN TWO TIMES THE DESIGN LOADING OF
30 TONS. PILES SHALL PENETRATE A MINIMUM OF FIFTEEN FEET INTO UNDISTURBED SOIL,
IN DRIVING PILES, A METHOD APPROVED BY THE ENGINEER SHALL BE USED WHEREBY THE
HEAD OF THE PILE IS NOT DAMAGED, IF REQUESTED BY THE ENGINEER, PILES SHALL BE
TESTED TO DETERMINE THE ULTIMATE CAPACITY OF THE PILES. THE METHOD OF LOAD
TESTING SHALL CONFORM TO ASTM D1143 AND THE NORTH CAROLINA STATE BUILDING
CODE, WHERE PILES ARE EXPOSED, PILES SHALL BE PAINTED ANDIOR COATED IN
ACCORDANCE WITH THE CITY SPECIFICATIONS.
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114 "0" STAINLESS STEEL STRAP WITH
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Z 2 W Q} F M i o ac
MINIMUM CAPACITY OFHP12x53PILE =30TONS
w M Z ? F < Z "14 CONCRETE COMPRESSIVE STRENGTH -- 4000 PSI
z F F ° Z p u o M GRADE 60 REINFORCING STEEL
W i v Z W N Z W F z MAXIMUM STREAM VELOCITY =10 FTISEC
z W N D n J N W Q Q U N c IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM
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a W 0 0 °o W z SHALL BE REVIEWED BY THE ENGINEER,
QLL� �3j -< aIWM� 2.
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E DEVELOP 30 TON CAPACITY BY EITHER END BEARING,
FRICTION OR A COMBINATION OF END BEARING AND
FRICTION, AS A MINIMUM, PILES SHALL BE DRIVEN AT
LEAST 15 FEET INTO UNDISTURBED SOIL,
3.
TWELVE-INCH AND FOURTEEN-INCH WIDE PIERS
JSHALL BE REINFORCED WITH 45 BARS AT 12 INCHES
N OC IN EACH DIRECTION ON EACH FACE
M W
EIGHTEEN-INCH WIDE PIERS SHALL BE REINFORCED
j WITH #1 BARS AT 12 INCHES OC IN EACH DIRECTION
W ON EACH FACE. FOOTINGS SHALL BE REINFORCED
CITYOFRALEIGH
CASING
PIPE ,TH
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THICKNESS S
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WIDTH
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z W N D n J N W Q Q U N c IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM
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E DEVELOP 30 TON CAPACITY BY EITHER END BEARING,
FRICTION OR A COMBINATION OF END BEARING AND
FRICTION, AS A MINIMUM, PILES SHALL BE DRIVEN AT
LEAST 15 FEET INTO UNDISTURBED SOIL,
3.
TWELVE-INCH AND FOURTEEN-INCH WIDE PIERS
JSHALL BE REINFORCED WITH 45 BARS AT 12 INCHES
N OC IN EACH DIRECTION ON EACH FACE
M W
EIGHTEEN-INCH WIDE PIERS SHALL BE REINFORCED
j WITH #1 BARS AT 12 INCHES OC IN EACH DIRECTION
W ON EACH FACE. FOOTINGS SHALL BE REINFORCED
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CASING
PIPE ,TH
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CASING
PIPE ,TH
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THICKNESS S
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NOTES;
MIN
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GROUT PLUG,
STANDARD SEE DWG S•11
MANHOLE
I RJ DIP CARRIER PIPE
- STANDARD
MANHOLE
314" STAINLESS STEEL
ANCHOR BOLTS & STRAPS
NON-SHRINK GROUT
BULKHEAD AT EACH
END OF CASING PIPE
STYROFOAM PLUG TO
ASSIST GROUT PLACEMENT;
ALLAROUND
STEELCRSINGPIPE
DIP CARRIER PIPE
EXISTING GRADE
STEEL CASING PIPE
PIPE ALIGNMENT GUIDE
LOCATED AT EACH JOINT,
SEE DWG S•39
PIPE JOINT, TYP
DIP CARRIER PIPE
314" STRINLESS STEEL
ANCHOR BOLTS & STRAPS
SECTION
EXISTING GRADE
STEEL CASING PIPE
PIPE SUPPORT..
SEE DWG S-14
ELEVATION
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
TYPICAL PIPE SECTION & ELEVATION
MG. 10. REVISIONS DATE REVISIONS DATE
S•13 D,H,L 61sD2
FINISHED GRADE
8°
TURN DOWN ELBOW
WITH INSECT SCREEN
2" 0 GALV STEEL VENT,
TWO PER CASING, ONE
AT EACH END OF
CASING PIPE
PROVIDE PLASTIC SHEET
BO ND-BREAKER BETWEEN
CARRIER PIPE AND GROUT,
N
COMPETENT � / \/ ALLAROUND
NOTE
PROVIDE 2" 0 GALV STEEL DRAIN / / /�\ NON SHRINK GROUT SHALL BE
IN BULKHEAD AT LOW END / X "EUCO•N•S" BY THE EUCLID
OF CASING PIPE AND 113 ' CHEMICAL COMPANY : "MASTERFLOW
CU YD OF CRUSHED STONE /� ��� ��� ��� ��� 113" BY MASTER BUILDERS,
AT DRAIN, WRAP STONE OR EQUAL,
WITH FILTER FABRIC
TYPICAL CASING PIPE PLUG
CARRIER PIPE
318" STEEL PLATE, TYP
318 "x4" STEEL
PLATE, TYP
518" 0 A325 BOLT
Z
W CASING PIPE
W "
0 4. TYPICALLY TO PIERS,
9� Pu91JCNORKSDEPARTMENT 1. GEOMETRY OF FOOTING SHALL MATCH
EIGHTEEN-INCH WIDE PIERS SHALL REQUIRE TWO GEOMETRY OF CONCRETE PIERS WITH HEIGHT
o-E r•,z REVISIONS c,,:q ^I3 1rTrDGCAL 5 STRAPS OVER THE PIPE INSTEAD OFONEIAS CITY OFRALEIGH
CITY OFRALEIGH
OF 6 FEET OR LESS AS PER DRAWING S•14,
STANDARD TEMPORARY SHOWN),
(SEDIMENTISILT1iTREE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
CONSERVATION AREA WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE Z NON-SHRINK GROUT SHALL BE "EUCO•N•S" BY
FENCE DETAIL LOCATED WITHIN A STREAM AND ARE NOT COVERED AERIAL PIPE CROSSING THE EUCLID CHEMICAL COMPANY; "MASTERFLOW AERIAL PIPE CROSSING
TC-01 MODIFICATIONS TO UPSTREAM FACE OR SUPPORT, 713" BY MASTER BULDERS, OR EQUAL•
PILE SUPPORTED PIER DETAIL CONCRETE PIER ON BEDROCK
]'N &4 REVISIONS DATE Rfl9SI0NS DATE DNG.NC. REVISIONS DATE RHIONS DATE
S•16 °,"` 611 "re S•11
HOLE FOR INFLUENT
WITH CORING MACHINE
INSTALL FLEXIBLE RUBBER
LING, (SEE NOTE �5)
4" MIN, CLEAR FROM
JOINT (ABOVE OR BELOW)
CUT TO FIT 9 LF,
D.I.P.
1 2 PIPE
R =1/2 O.D. PIPE
BARREL -
/4'x2`
STAINLESS STEEL
STRAP WITH 2
1/4 "x2" STAINLESS Q ANCHOR BOLTS
STEEL STRAP WITH 2
ANCHOR BOLTS
>
ENLARGED DETAIL
SECTION A —A
1, PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034,
2. B070H BEND TO BE 90' SHORT BEND, BELL SPIGOT, OF SDR 35
PVC, SPIGOT OF BEND TO REST DIRECTLY ON EXISTING SHELF.
CONSTRUCT MASONRY TROUGH FROM DROP EFFLUENT TO MAIN
CHANNEL.
3. NOTCH BELL OF PVC DROP TO ACCEPT D.I,P, SPIGOT AS SHOWN,
4. LOCATE STRAPS AT PIPE BELL AND ABOVE BELL OF 90' BEND AS
SHOWN, ADD EXTRA STRAPS AS NECESSARY TO MAINTAIN MAXIMUM
SPACING OF TEN FEE.
5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE INSTALL
FLEXIBLE RUBBER COUPLING:
6. CORE HOLE SHALL NOT ENTER CONE SECTION.
1. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP,
CT 0r RALD'jll
DEPART MINT OF PUDLIC UT UT15
IN51DE DROP VANI10LE
D?6. INo. REV151ON5 DATE RE/15101N5 DATr
5 -53 ^0415 14 -13
NOTE;
3116 4 USE A MINIMUM OF 2 SPIDERS PER JOINT
PLACED ONE FOURTH OF THE PIPE JOINT
1" R ON ALL CORNERS LENGTH IN FROM BOTH THE BELL AND
SPIGOT,
PIPE ALIGNMENT GUIDE CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CASING PIPE DETAILS
DNUO, REVISIONS ]AL- RPIIONS DATE
S•18 A.B,B. 4.16.04
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS:
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORV&TER
PLANNING
FIRE
URBAN FORESTRY
SEE NOTE 4
FOR BAR SIZE
AND SPACING
C
114"x3" STAINLESS STEEL STRAP WITH SNUG FIT
114"x21!2" NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5)
14`41' NEOPRENE PAD \ 314 "OSTRINLESS
ADHERED TO SADDLE STEELRNCHOR
120° BOLTS, ASTM A91
OR k6
Pn
SEE NOTE 4
FOR EAR SIZE
AND SPACING
CASING PIER FOOTING FOOTING
H" THICKNESS
PIPE DIA, (fT,j "A" IIN,j WIDTH LENGTH WIDTH
"D" (IN,) "B" IfT,) "C" (FT) "D" IFT,I
6 12
2141 5141 T'•011
B
6.12 12 241 61-Y 34°
10 12 2'41 614' T'•6"
N 12 2'41 T•P' 3'•6"
< 6 12 T'•0" S4' T'•0"
8 12 T'41 91411
14.20
10 12 3'�0" 9'-10" 3' -0"
12 14 3'•0" 7•6" T'•6"
< 6 14 T'•8" 8141 414,
10' 0" 4' 0"
22.28
10 14 T'41 11'-01 40°
011
< 6 18 4141 9411 4011
8 18 4141 10' 6" 4' 0"
30.36
10 18 4141 11'•6" 41-0,
40"
8 18 5141 111-011 51-01,
388 10 18 5'41 74" 5'•0°
12 18 5'41 12'-10" 51-01,
< 6 18 6'41 9' 10" 51-01,
8 18 6'•4° 11'•4" 5'•6°
61 -06
10 18 6'41 124' S'•6"
Q 18 6'41 1•2" 5'•0°
I° �1
NOTES: C
NOTES:
1. SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS BASED ON
THE FOLLOWING PARAMETERS:
ALLOWABLE SOIL BEARING CAPACITY =2000 PSF
CONCRETE COMPRESSIVE STRENGTH =4000 PSI
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY -1D FTISEC
MAXIMUM SUPPORT HEIGHTIHI -12-0"
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED BY THE
ENGINEER.
2. IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE TO
WITHSTAND2000 PSF BEARING PRESSURE, APILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S•15,
3, IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3•FEETMINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION, SEE DRAWING S-1T
4, NVELVE INCH RND FOURTEEN-INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH 9 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN-INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH #1 BARS AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE,
5.
EIGHTEEN-INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVERTHE
PIPE INSTEAD OF ONE IAS SHOWNI,
6, WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED WITHIN A
STREAM AND ARE NOT COVERED WITH BACKFILL, SEE DRAWING S•19
FOR MODIFICATIONS TO UPSTREAM FACE OF SUPPORT.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE PIER DETAIL
DVIG,NO, RE'lISIONS DATE REVISIONS DATE
S'14 D.HL 0608
COLUMN VERTICAL
DETAILA
°0 0 "TO 118' D°
� I
MAX o i
0" TO 118" co
0
0
DETAIL A DETAIL B o
'POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
Al2
0 0 0 0 0 0 0 0
Q
ADDITIONAL 9@1Z'
ADDITIONAL VERTICAL BAR;
SAME SIZE AS OTHERS —
PLAN •CONCRETE SUPPORT NOSING
DETAIL B
UPSTREAM FACE
i�
IWHEN EXPOSED TO STREAM FLOW
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE SUPPORT DETAILS
ZS119 REVISIONS )AL REVISIONS DATE
D.HL 6I6m
landscape architecture
planning
civil engineering
DPR ASsoclotes, nC, 1420 Hawthorne Lane (Charlotte, NC 28204
ph. 104.3012041 fx, 704,332.12101 www,dprassocictes,net
OWNER:
N Tch
Van Hani
North Carolina Buddhist Association
4229 Forestville Rd,
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NO 28036
704- 918 -7546 Tel.
DESIGNER:
ter. Binh Nguyen
Address
Address
704- 819 -0586 Tel,
CIVIL ENGINEER:
DPR Associates, nc,
420 Hawthorne Lane
Charlotte, NO 28204
704- 332 -1204 Tel,
704 - 332 -1210 Fax,
ELECTRICAL ENGINEER:
K,M, Armstrong
Associates, Inc,
1111 The Plaza
Charlotte, NC 28205
704- 336 -1116 Tel,
704 - 364 -8377 Fax,
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowel Street, Suite 204
Charlotte, NO 28204
704- 334 -7363 Tel,
704- 347 -0093 Fox,
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius, NC 28031
704- 987 -9114 Tel,
704- 987 -9936 Fax.
Illppllllllllllllpll
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0
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° a�N
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0
N
U�
U
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Z
Z
I�
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z�
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED, OR USED IN WHOLE OR BART,
FOR WITTHEtHET PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNERV /MANAGER OF THE FACILITY
NAMED ABO E
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES, THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY,
Drawn HN
Checked HN
Date APRIL 19, 2010
Revisions:
1 9 -22 -10 SHEET ADDED PER C.O.R. 1ST REVIEW
COMMENTS
210 -19 -10 PER CAR 2ND REVIEW COMMENTS
3 6 -14 -12 PER C,O.R, 4TH REVIEW COMMENTS
6 2 -2 -15 SEWER PLAN AND PROFILE PER C,O,R
P:W,D: MEMO DATED 1 -28 -15
7 4 -28 -15 PER C.O,RP U.D COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -10
SHEET 110E 11 TOTAL
0 4. TYPICALLY TO PIERS,
9� Pu91JCNORKSDEPARTMENT 1. GEOMETRY OF FOOTING SHALL MATCH
EIGHTEEN-INCH WIDE PIERS SHALL REQUIRE TWO GEOMETRY OF CONCRETE PIERS WITH HEIGHT
o-E r•,z REVISIONS c,,:q ^I3 1rTrDGCAL 5 STRAPS OVER THE PIPE INSTEAD OFONEIAS CITY OFRALEIGH
CITY OFRALEIGH
OF 6 FEET OR LESS AS PER DRAWING S•14,
STANDARD TEMPORARY SHOWN),
(SEDIMENTISILT1iTREE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
CONSERVATION AREA WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE Z NON-SHRINK GROUT SHALL BE "EUCO•N•S" BY
FENCE DETAIL LOCATED WITHIN A STREAM AND ARE NOT COVERED AERIAL PIPE CROSSING THE EUCLID CHEMICAL COMPANY; "MASTERFLOW AERIAL PIPE CROSSING
TC-01 MODIFICATIONS TO UPSTREAM FACE OR SUPPORT, 713" BY MASTER BULDERS, OR EQUAL•
PILE SUPPORTED PIER DETAIL CONCRETE PIER ON BEDROCK
]'N &4 REVISIONS DATE Rfl9SI0NS DATE DNG.NC. REVISIONS DATE RHIONS DATE
S•16 °,"` 611 "re S•11
HOLE FOR INFLUENT
WITH CORING MACHINE
INSTALL FLEXIBLE RUBBER
LING, (SEE NOTE �5)
4" MIN, CLEAR FROM
JOINT (ABOVE OR BELOW)
CUT TO FIT 9 LF,
D.I.P.
1 2 PIPE
R =1/2 O.D. PIPE
BARREL -
/4'x2`
STAINLESS STEEL
STRAP WITH 2
1/4 "x2" STAINLESS Q ANCHOR BOLTS
STEEL STRAP WITH 2
ANCHOR BOLTS
>
ENLARGED DETAIL
SECTION A —A
1, PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034,
2. B070H BEND TO BE 90' SHORT BEND, BELL SPIGOT, OF SDR 35
PVC, SPIGOT OF BEND TO REST DIRECTLY ON EXISTING SHELF.
CONSTRUCT MASONRY TROUGH FROM DROP EFFLUENT TO MAIN
CHANNEL.
3. NOTCH BELL OF PVC DROP TO ACCEPT D.I,P, SPIGOT AS SHOWN,
4. LOCATE STRAPS AT PIPE BELL AND ABOVE BELL OF 90' BEND AS
SHOWN, ADD EXTRA STRAPS AS NECESSARY TO MAINTAIN MAXIMUM
SPACING OF TEN FEE.
5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE INSTALL
FLEXIBLE RUBBER COUPLING:
6. CORE HOLE SHALL NOT ENTER CONE SECTION.
1. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP,
CT 0r RALD'jll
DEPART MINT OF PUDLIC UT UT15
IN51DE DROP VANI10LE
D?6. INo. REV151ON5 DATE RE/15101N5 DATr
5 -53 ^0415 14 -13
NOTE;
3116 4 USE A MINIMUM OF 2 SPIDERS PER JOINT
PLACED ONE FOURTH OF THE PIPE JOINT
1" R ON ALL CORNERS LENGTH IN FROM BOTH THE BELL AND
SPIGOT,
PIPE ALIGNMENT GUIDE CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CASING PIPE DETAILS
DNUO, REVISIONS ]AL- RPIIONS DATE
S•18 A.B,B. 4.16.04
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS:
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORV&TER
PLANNING
FIRE
URBAN FORESTRY
SEE NOTE 4
FOR BAR SIZE
AND SPACING
C
114"x3" STAINLESS STEEL STRAP WITH SNUG FIT
114"x21!2" NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5)
14`41' NEOPRENE PAD \ 314 "OSTRINLESS
ADHERED TO SADDLE STEELRNCHOR
120° BOLTS, ASTM A91
OR k6
Pn
SEE NOTE 4
FOR EAR SIZE
AND SPACING
CASING PIER FOOTING FOOTING
H" THICKNESS
PIPE DIA, (fT,j "A" IIN,j WIDTH LENGTH WIDTH
"D" (IN,) "B" IfT,) "C" (FT) "D" IFT,I
6 12
2141 5141 T'•011
B
6.12 12 241 61-Y 34°
10 12 2'41 614' T'•6"
N 12 2'41 T•P' 3'•6"
< 6 12 T'•0" S4' T'•0"
8 12 T'41 91411
14.20
10 12 3'�0" 9'-10" 3' -0"
12 14 3'•0" 7•6" T'•6"
< 6 14 T'•8" 8141 414,
10' 0" 4' 0"
22.28
10 14 T'41 11'-01 40°
011
< 6 18 4141 9411 4011
8 18 4141 10' 6" 4' 0"
30.36
10 18 4141 11'•6" 41-0,
40"
8 18 5141 111-011 51-01,
388 10 18 5'41 74" 5'•0°
12 18 5'41 12'-10" 51-01,
< 6 18 6'41 9' 10" 51-01,
8 18 6'•4° 11'•4" 5'•6°
61 -06
10 18 6'41 124' S'•6"
Q 18 6'41 1•2" 5'•0°
I° �1
NOTES: C
NOTES:
1. SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS BASED ON
THE FOLLOWING PARAMETERS:
ALLOWABLE SOIL BEARING CAPACITY =2000 PSF
CONCRETE COMPRESSIVE STRENGTH =4000 PSI
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY -1D FTISEC
MAXIMUM SUPPORT HEIGHTIHI -12-0"
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED BY THE
ENGINEER.
2. IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE TO
WITHSTAND2000 PSF BEARING PRESSURE, APILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S•15,
3, IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3•FEETMINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION, SEE DRAWING S-1T
4, NVELVE INCH RND FOURTEEN-INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH 9 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN-INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH #1 BARS AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE,
5.
EIGHTEEN-INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVERTHE
PIPE INSTEAD OF ONE IAS SHOWNI,
6, WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED WITHIN A
STREAM AND ARE NOT COVERED WITH BACKFILL, SEE DRAWING S•19
FOR MODIFICATIONS TO UPSTREAM FACE OF SUPPORT.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE PIER DETAIL
DVIG,NO, RE'lISIONS DATE REVISIONS DATE
S'14 D.HL 0608
COLUMN VERTICAL
DETAILA
°0 0 "TO 118' D°
� I
MAX o i
0" TO 118" co
0
0
DETAIL A DETAIL B o
'POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
Al2
0 0 0 0 0 0 0 0
Q
ADDITIONAL 9@1Z'
ADDITIONAL VERTICAL BAR;
SAME SIZE AS OTHERS —
PLAN •CONCRETE SUPPORT NOSING
DETAIL B
UPSTREAM FACE
i�
IWHEN EXPOSED TO STREAM FLOW
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE SUPPORT DETAILS
ZS119 REVISIONS )AL REVISIONS DATE
D.HL 6I6m
landscape architecture
planning
civil engineering
DPR ASsoclotes, nC, 1420 Hawthorne Lane (Charlotte, NC 28204
ph. 104.3012041 fx, 704,332.12101 www,dprassocictes,net
OWNER:
N Tch
Van Hani
North Carolina Buddhist Association
4229 Forestville Rd,
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NO 28036
704- 918 -7546 Tel.
DESIGNER:
ter. Binh Nguyen
Address
Address
704- 819 -0586 Tel,
CIVIL ENGINEER:
DPR Associates, nc,
420 Hawthorne Lane
Charlotte, NO 28204
704- 332 -1204 Tel,
704 - 332 -1210 Fax,
ELECTRICAL ENGINEER:
K,M, Armstrong
Associates, Inc,
1111 The Plaza
Charlotte, NC 28205
704- 336 -1116 Tel,
704 - 364 -8377 Fax,
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowel Street, Suite 204
Charlotte, NO 28204
704- 334 -7363 Tel,
704- 347 -0093 Fox,
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius, NC 28031
704- 987 -9114 Tel,
704- 987 -9936 Fax.
Illppllllllllllllpll
CARL
�\\ �a ° °FESSI� ^ °opX,�
°
= °0 2°
\
i o%0 o \
^ p \
\
\
gSS0CIP \\X
110111111 VIII
\ \111j11olll IAlllwjlll ll
0
\ ° � S j °
° a�N
q,
'oaSEAL� ° °=
a 030523
°
°
,
%y ° GINEo °�
°0°10001
NGO�
III IIIIIIIIIIIIII -�g -��
0
N
U�
U
W
r
N
U
U
Z
Z
I�
>nl
z�
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED, OR USED IN WHOLE OR BART,
FOR WITTHEtHET PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNERV /MANAGER OF THE FACILITY
NAMED ABO E
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES, THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY,
Drawn HN
Checked HN
Date APRIL 19, 2010
Revisions:
1 9 -22 -10 SHEET ADDED PER C.O.R. 1ST REVIEW
COMMENTS
210 -19 -10 PER CAR 2ND REVIEW COMMENTS
3 6 -14 -12 PER C,O.R, 4TH REVIEW COMMENTS
6 2 -2 -15 SEWER PLAN AND PROFILE PER C,O,R
P:W,D: MEMO DATED 1 -28 -15
7 4 -28 -15 PER C.O,RP U.D COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -10
SHEET 110E 11 TOTAL
HOLE FOR INFLUENT
WITH CORING MACHINE
INSTALL FLEXIBLE RUBBER
LING, (SEE NOTE �5)
4" MIN, CLEAR FROM
JOINT (ABOVE OR BELOW)
CUT TO FIT 9 LF,
D.I.P.
1 2 PIPE
R =1/2 O.D. PIPE
BARREL -
/4'x2`
STAINLESS STEEL
STRAP WITH 2
1/4 "x2" STAINLESS Q ANCHOR BOLTS
STEEL STRAP WITH 2
ANCHOR BOLTS
>
ENLARGED DETAIL
SECTION A —A
1, PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034,
2. B070H BEND TO BE 90' SHORT BEND, BELL SPIGOT, OF SDR 35
PVC, SPIGOT OF BEND TO REST DIRECTLY ON EXISTING SHELF.
CONSTRUCT MASONRY TROUGH FROM DROP EFFLUENT TO MAIN
CHANNEL.
3. NOTCH BELL OF PVC DROP TO ACCEPT D.I,P, SPIGOT AS SHOWN,
4. LOCATE STRAPS AT PIPE BELL AND ABOVE BELL OF 90' BEND AS
SHOWN, ADD EXTRA STRAPS AS NECESSARY TO MAINTAIN MAXIMUM
SPACING OF TEN FEE.
5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE INSTALL
FLEXIBLE RUBBER COUPLING:
6. CORE HOLE SHALL NOT ENTER CONE SECTION.
1. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP,
CT 0r RALD'jll
DEPART MINT OF PUDLIC UT UT15
IN51DE DROP VANI10LE
D?6. INo. REV151ON5 DATE RE/15101N5 DATr
5 -53 ^0415 14 -13
NOTE;
3116 4 USE A MINIMUM OF 2 SPIDERS PER JOINT
PLACED ONE FOURTH OF THE PIPE JOINT
1" R ON ALL CORNERS LENGTH IN FROM BOTH THE BELL AND
SPIGOT,
PIPE ALIGNMENT GUIDE CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CASING PIPE DETAILS
DNUO, REVISIONS ]AL- RPIIONS DATE
S•18 A.B,B. 4.16.04
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS:
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORV&TER
PLANNING
FIRE
URBAN FORESTRY
SEE NOTE 4
FOR BAR SIZE
AND SPACING
C
114"x3" STAINLESS STEEL STRAP WITH SNUG FIT
114"x21!2" NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5)
14`41' NEOPRENE PAD \ 314 "OSTRINLESS
ADHERED TO SADDLE STEELRNCHOR
120° BOLTS, ASTM A91
OR k6
Pn
SEE NOTE 4
FOR EAR SIZE
AND SPACING
CASING PIER FOOTING FOOTING
H" THICKNESS
PIPE DIA, (fT,j "A" IIN,j WIDTH LENGTH WIDTH
"D" (IN,) "B" IfT,) "C" (FT) "D" IFT,I
6 12
2141 5141 T'•011
B
6.12 12 241 61-Y 34°
10 12 2'41 614' T'•6"
N 12 2'41 T•P' 3'•6"
< 6 12 T'•0" S4' T'•0"
8 12 T'41 91411
14.20
10 12 3'�0" 9'-10" 3' -0"
12 14 3'•0" 7•6" T'•6"
< 6 14 T'•8" 8141 414,
10' 0" 4' 0"
22.28
10 14 T'41 11'-01 40°
011
< 6 18 4141 9411 4011
8 18 4141 10' 6" 4' 0"
30.36
10 18 4141 11'•6" 41-0,
40"
8 18 5141 111-011 51-01,
388 10 18 5'41 74" 5'•0°
12 18 5'41 12'-10" 51-01,
< 6 18 6'41 9' 10" 51-01,
8 18 6'•4° 11'•4" 5'•6°
61 -06
10 18 6'41 124' S'•6"
Q 18 6'41 1•2" 5'•0°
I° �1
NOTES: C
NOTES:
1. SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS BASED ON
THE FOLLOWING PARAMETERS:
ALLOWABLE SOIL BEARING CAPACITY =2000 PSF
CONCRETE COMPRESSIVE STRENGTH =4000 PSI
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY -1D FTISEC
MAXIMUM SUPPORT HEIGHTIHI -12-0"
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED BY THE
ENGINEER.
2. IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE TO
WITHSTAND2000 PSF BEARING PRESSURE, APILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S•15,
3, IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3•FEETMINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION, SEE DRAWING S-1T
4, NVELVE INCH RND FOURTEEN-INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH 9 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN-INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH #1 BARS AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE,
5.
EIGHTEEN-INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVERTHE
PIPE INSTEAD OF ONE IAS SHOWNI,
6, WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED WITHIN A
STREAM AND ARE NOT COVERED WITH BACKFILL, SEE DRAWING S•19
FOR MODIFICATIONS TO UPSTREAM FACE OF SUPPORT.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE PIER DETAIL
DVIG,NO, RE'lISIONS DATE REVISIONS DATE
S'14 D.HL 0608
COLUMN VERTICAL
DETAILA
°0 0 "TO 118' D°
� I
MAX o i
0" TO 118" co
0
0
DETAIL A DETAIL B o
'POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
Al2
0 0 0 0 0 0 0 0
Q
ADDITIONAL 9@1Z'
ADDITIONAL VERTICAL BAR;
SAME SIZE AS OTHERS —
PLAN •CONCRETE SUPPORT NOSING
DETAIL B
UPSTREAM FACE
i�
IWHEN EXPOSED TO STREAM FLOW
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE SUPPORT DETAILS
ZS119 REVISIONS )AL REVISIONS DATE
D.HL 6I6m
landscape architecture
planning
civil engineering
DPR ASsoclotes, nC, 1420 Hawthorne Lane (Charlotte, NC 28204
ph. 104.3012041 fx, 704,332.12101 www,dprassocictes,net
OWNER:
N Tch
Van Hani
North Carolina Buddhist Association
4229 Forestville Rd,
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NO 28036
704- 918 -7546 Tel.
DESIGNER:
ter. Binh Nguyen
Address
Address
704- 819 -0586 Tel,
CIVIL ENGINEER:
DPR Associates, nc,
420 Hawthorne Lane
Charlotte, NO 28204
704- 332 -1204 Tel,
704 - 332 -1210 Fax,
ELECTRICAL ENGINEER:
K,M, Armstrong
Associates, Inc,
1111 The Plaza
Charlotte, NC 28205
704- 336 -1116 Tel,
704 - 364 -8377 Fax,
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowel Street, Suite 204
Charlotte, NO 28204
704- 334 -7363 Tel,
704- 347 -0093 Fox,
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius, NC 28031
704- 987 -9114 Tel,
704- 987 -9936 Fax.
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED, OR USED IN WHOLE OR BART,
FOR WITTHEtHET PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNERV /MANAGER OF THE FACILITY
NAMED ABO E
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES, THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY,
Drawn HN
Checked HN
Date APRIL 19, 2010
Revisions:
1 9 -22 -10 SHEET ADDED PER C.O.R. 1ST REVIEW
COMMENTS
210 -19 -10 PER CAR 2ND REVIEW COMMENTS
3 6 -14 -12 PER C,O.R, 4TH REVIEW COMMENTS
6 2 -2 -15 SEWER PLAN AND PROFILE PER C,O,R
P:W,D: MEMO DATED 1 -28 -15
7 4 -28 -15 PER C.O,RP U.D COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -10
SHEET 110E 11 TOTAL
ENLARGED DETAIL
SECTION A —A
1, PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034,
2. B070H BEND TO BE 90' SHORT BEND, BELL SPIGOT, OF SDR 35
PVC, SPIGOT OF BEND TO REST DIRECTLY ON EXISTING SHELF.
CONSTRUCT MASONRY TROUGH FROM DROP EFFLUENT TO MAIN
CHANNEL.
3. NOTCH BELL OF PVC DROP TO ACCEPT D.I,P, SPIGOT AS SHOWN,
4. LOCATE STRAPS AT PIPE BELL AND ABOVE BELL OF 90' BEND AS
SHOWN, ADD EXTRA STRAPS AS NECESSARY TO MAINTAIN MAXIMUM
SPACING OF TEN FEE.
5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE INSTALL
FLEXIBLE RUBBER COUPLING:
6. CORE HOLE SHALL NOT ENTER CONE SECTION.
1. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP,
CT 0r RALD'jll
DEPART MINT OF PUDLIC UT UT15
IN51DE DROP VANI10LE
D?6. INo. REV151ON5 DATE RE/15101N5 DATr
5 -53 ^0415 14 -13
NOTE;
3116 4 USE A MINIMUM OF 2 SPIDERS PER JOINT
PLACED ONE FOURTH OF THE PIPE JOINT
1" R ON ALL CORNERS LENGTH IN FROM BOTH THE BELL AND
SPIGOT,
PIPE ALIGNMENT GUIDE CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CASING PIPE DETAILS
DNUO, REVISIONS ]AL- RPIIONS DATE
S•18 A.B,B. 4.16.04
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS:
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORV&TER
PLANNING
FIRE
URBAN FORESTRY
SEE NOTE 4
FOR BAR SIZE
AND SPACING
C
114"x3" STAINLESS STEEL STRAP WITH SNUG FIT
114"x21!2" NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5)
14`41' NEOPRENE PAD \ 314 "OSTRINLESS
ADHERED TO SADDLE STEELRNCHOR
120° BOLTS, ASTM A91
OR k6
Pn
SEE NOTE 4
FOR EAR SIZE
AND SPACING
CASING PIER FOOTING FOOTING
H" THICKNESS
PIPE DIA, (fT,j "A" IIN,j WIDTH LENGTH WIDTH
"D" (IN,) "B" IfT,) "C" (FT) "D" IFT,I
6 12
2141 5141 T'•011
B
6.12 12 241 61-Y 34°
10 12 2'41 614' T'•6"
N 12 2'41 T•P' 3'•6"
< 6 12 T'•0" S4' T'•0"
8 12 T'41 91411
14.20
10 12 3'�0" 9'-10" 3' -0"
12 14 3'•0" 7•6" T'•6"
< 6 14 T'•8" 8141 414,
10' 0" 4' 0"
22.28
10 14 T'41 11'-01 40°
011
< 6 18 4141 9411 4011
8 18 4141 10' 6" 4' 0"
30.36
10 18 4141 11'•6" 41-0,
40"
8 18 5141 111-011 51-01,
388 10 18 5'41 74" 5'•0°
12 18 5'41 12'-10" 51-01,
< 6 18 6'41 9' 10" 51-01,
8 18 6'•4° 11'•4" 5'•6°
61 -06
10 18 6'41 124' S'•6"
Q 18 6'41 1•2" 5'•0°
I° �1
NOTES: C
NOTES:
1. SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS BASED ON
THE FOLLOWING PARAMETERS:
ALLOWABLE SOIL BEARING CAPACITY =2000 PSF
CONCRETE COMPRESSIVE STRENGTH =4000 PSI
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY -1D FTISEC
MAXIMUM SUPPORT HEIGHTIHI -12-0"
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED BY THE
ENGINEER.
2. IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE TO
WITHSTAND2000 PSF BEARING PRESSURE, APILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S•15,
3, IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3•FEETMINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION, SEE DRAWING S-1T
4, NVELVE INCH RND FOURTEEN-INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH 9 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN-INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH #1 BARS AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE,
5.
EIGHTEEN-INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVERTHE
PIPE INSTEAD OF ONE IAS SHOWNI,
6, WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED WITHIN A
STREAM AND ARE NOT COVERED WITH BACKFILL, SEE DRAWING S•19
FOR MODIFICATIONS TO UPSTREAM FACE OF SUPPORT.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE PIER DETAIL
DVIG,NO, RE'lISIONS DATE REVISIONS DATE
S'14 D.HL 0608
COLUMN VERTICAL
DETAILA
°0 0 "TO 118' D°
� I
MAX o i
0" TO 118" co
0
0
DETAIL A DETAIL B o
'POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
Al2
0 0 0 0 0 0 0 0
Q
ADDITIONAL 9@1Z'
ADDITIONAL VERTICAL BAR;
SAME SIZE AS OTHERS —
PLAN •CONCRETE SUPPORT NOSING
DETAIL B
UPSTREAM FACE
i�
IWHEN EXPOSED TO STREAM FLOW
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE SUPPORT DETAILS
ZS119 REVISIONS )AL REVISIONS DATE
D.HL 6I6m
landscape architecture
planning
civil engineering
DPR ASsoclotes, nC, 1420 Hawthorne Lane (Charlotte, NC 28204
ph. 104.3012041 fx, 704,332.12101 www,dprassocictes,net
OWNER:
N Tch
Van Hani
North Carolina Buddhist Association
4229 Forestville Rd,
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NO 28036
704- 918 -7546 Tel.
DESIGNER:
ter. Binh Nguyen
Address
Address
704- 819 -0586 Tel,
CIVIL ENGINEER:
DPR Associates, nc,
420 Hawthorne Lane
Charlotte, NO 28204
704- 332 -1204 Tel,
704 - 332 -1210 Fax,
ELECTRICAL ENGINEER:
K,M, Armstrong
Associates, Inc,
1111 The Plaza
Charlotte, NC 28205
704- 336 -1116 Tel,
704 - 364 -8377 Fax,
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowel Street, Suite 204
Charlotte, NO 28204
704- 334 -7363 Tel,
704- 347 -0093 Fox,
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius, NC 28031
704- 987 -9114 Tel,
704- 987 -9936 Fax.
Illppllllllllllllpll
CARL
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°
= °0 2°
\
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^ p \
\
\
gSS0CIP \\X
110111111 VIII
\ \111j11olll IAlllwjlll ll
0
\ ° � S j °
° a�N
q,
'oaSEAL� ° °=
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°
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0
N
U�
U
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I�
>nl
z�
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED, OR USED IN WHOLE OR BART,
FOR WITTHEtHET PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNERV /MANAGER OF THE FACILITY
NAMED ABO E
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES, THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY,
Drawn HN
Checked HN
Date APRIL 19, 2010
Revisions:
1 9 -22 -10 SHEET ADDED PER C.O.R. 1ST REVIEW
COMMENTS
210 -19 -10 PER CAR 2ND REVIEW COMMENTS
3 6 -14 -12 PER C,O.R, 4TH REVIEW COMMENTS
6 2 -2 -15 SEWER PLAN AND PROFILE PER C,O,R
P:W,D: MEMO DATED 1 -28 -15
7 4 -28 -15 PER C.O,RP U.D COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -10
SHEET 110E 11 TOTAL
CASING PIER FOOTING FOOTING
H" THICKNESS
PIPE DIA, (fT,j "A" IIN,j WIDTH LENGTH WIDTH
"D" (IN,) "B" IfT,) "C" (FT) "D" IFT,I
6 12
2141 5141 T'•011
B
6.12 12 241 61-Y 34°
10 12 2'41 614' T'•6"
N 12 2'41 T•P' 3'•6"
< 6 12 T'•0" S4' T'•0"
8 12 T'41 91411
14.20
10 12 3'�0" 9'-10" 3' -0"
12 14 3'•0" 7•6" T'•6"
< 6 14 T'•8" 8141 414,
10' 0" 4' 0"
22.28
10 14 T'41 11'-01 40°
011
< 6 18 4141 9411 4011
8 18 4141 10' 6" 4' 0"
30.36
10 18 4141 11'•6" 41-0,
40"
8 18 5141 111-011 51-01,
388 10 18 5'41 74" 5'•0°
12 18 5'41 12'-10" 51-01,
< 6 18 6'41 9' 10" 51-01,
8 18 6'•4° 11'•4" 5'•6°
61 -06
10 18 6'41 124' S'•6"
Q 18 6'41 1•2" 5'•0°
I° �1
NOTES: C
NOTES:
1. SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS BASED ON
THE FOLLOWING PARAMETERS:
ALLOWABLE SOIL BEARING CAPACITY =2000 PSF
CONCRETE COMPRESSIVE STRENGTH =4000 PSI
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY -1D FTISEC
MAXIMUM SUPPORT HEIGHTIHI -12-0"
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED BY THE
ENGINEER.
2. IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE TO
WITHSTAND2000 PSF BEARING PRESSURE, APILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S•15,
3, IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3•FEETMINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION, SEE DRAWING S-1T
4, NVELVE INCH RND FOURTEEN-INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH 9 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN-INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH #1 BARS AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE,
5.
EIGHTEEN-INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVERTHE
PIPE INSTEAD OF ONE IAS SHOWNI,
6, WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED WITHIN A
STREAM AND ARE NOT COVERED WITH BACKFILL, SEE DRAWING S•19
FOR MODIFICATIONS TO UPSTREAM FACE OF SUPPORT.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE PIER DETAIL
DVIG,NO, RE'lISIONS DATE REVISIONS DATE
S'14 D.HL 0608
COLUMN VERTICAL
DETAILA
°0 0 "TO 118' D°
� I
MAX o i
0" TO 118" co
0
0
DETAIL A DETAIL B o
'POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
Al2
0 0 0 0 0 0 0 0
Q
ADDITIONAL 9@1Z'
ADDITIONAL VERTICAL BAR;
SAME SIZE AS OTHERS —
PLAN •CONCRETE SUPPORT NOSING
DETAIL B
UPSTREAM FACE
i�
IWHEN EXPOSED TO STREAM FLOW
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE SUPPORT DETAILS
ZS119 REVISIONS )AL REVISIONS DATE
D.HL 6I6m
landscape architecture
planning
civil engineering
DPR ASsoclotes, nC, 1420 Hawthorne Lane (Charlotte, NC 28204
ph. 104.3012041 fx, 704,332.12101 www,dprassocictes,net
OWNER:
N Tch
Van Hani
North Carolina Buddhist Association
4229 Forestville Rd,
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NO 28036
704- 918 -7546 Tel.
DESIGNER:
ter. Binh Nguyen
Address
Address
704- 819 -0586 Tel,
CIVIL ENGINEER:
DPR Associates, nc,
420 Hawthorne Lane
Charlotte, NO 28204
704- 332 -1204 Tel,
704 - 332 -1210 Fax,
ELECTRICAL ENGINEER:
K,M, Armstrong
Associates, Inc,
1111 The Plaza
Charlotte, NC 28205
704- 336 -1116 Tel,
704 - 364 -8377 Fax,
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowel Street, Suite 204
Charlotte, NO 28204
704- 334 -7363 Tel,
704- 347 -0093 Fox,
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius, NC 28031
704- 987 -9114 Tel,
704- 987 -9936 Fax.
Illppllllllllllllpll
CARL
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°
= °0 2°
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\
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gSS0CIP \\X
110111111 VIII
\ \111j11olll IAlllwjlll ll
0
\ ° � S j °
° a�N
q,
'oaSEAL� ° °=
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°
°
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°0°10001
NGO�
III IIIIIIIIIIIIII -�g -��
0
N
U�
U
W
r
N
U
U
Z
Z
I�
>nl
z�
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED, OR USED IN WHOLE OR BART,
FOR WITTHEtHET PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNERV /MANAGER OF THE FACILITY
NAMED ABO E
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES, THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY,
Drawn HN
Checked HN
Date APRIL 19, 2010
Revisions:
1 9 -22 -10 SHEET ADDED PER C.O.R. 1ST REVIEW
COMMENTS
210 -19 -10 PER CAR 2ND REVIEW COMMENTS
3 6 -14 -12 PER C,O.R, 4TH REVIEW COMMENTS
6 2 -2 -15 SEWER PLAN AND PROFILE PER C,O,R
P:W,D: MEMO DATED 1 -28 -15
7 4 -28 -15 PER C.O,RP U.D COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -10
SHEET 110E 11 TOTAL
I° �1
NOTES: C
NOTES:
1. SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS BASED ON
THE FOLLOWING PARAMETERS:
ALLOWABLE SOIL BEARING CAPACITY =2000 PSF
CONCRETE COMPRESSIVE STRENGTH =4000 PSI
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY -1D FTISEC
MAXIMUM SUPPORT HEIGHTIHI -12-0"
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED BY THE
ENGINEER.
2. IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE TO
WITHSTAND2000 PSF BEARING PRESSURE, APILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S•15,
3, IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3•FEETMINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION, SEE DRAWING S-1T
4, NVELVE INCH RND FOURTEEN-INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH 9 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN-INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH #1 BARS AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE,
5.
EIGHTEEN-INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVERTHE
PIPE INSTEAD OF ONE IAS SHOWNI,
6, WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED WITHIN A
STREAM AND ARE NOT COVERED WITH BACKFILL, SEE DRAWING S•19
FOR MODIFICATIONS TO UPSTREAM FACE OF SUPPORT.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE PIER DETAIL
DVIG,NO, RE'lISIONS DATE REVISIONS DATE
S'14 D.HL 0608
COLUMN VERTICAL
DETAILA
°0 0 "TO 118' D°
� I
MAX o i
0" TO 118" co
0
0
DETAIL A DETAIL B o
'POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
Al2
0 0 0 0 0 0 0 0
Q
ADDITIONAL 9@1Z'
ADDITIONAL VERTICAL BAR;
SAME SIZE AS OTHERS —
PLAN •CONCRETE SUPPORT NOSING
DETAIL B
UPSTREAM FACE
i�
IWHEN EXPOSED TO STREAM FLOW
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE SUPPORT DETAILS
ZS119 REVISIONS )AL REVISIONS DATE
D.HL 6I6m
landscape architecture
planning
civil engineering
DPR ASsoclotes, nC, 1420 Hawthorne Lane (Charlotte, NC 28204
ph. 104.3012041 fx, 704,332.12101 www,dprassocictes,net
OWNER:
N Tch
Van Hani
North Carolina Buddhist Association
4229 Forestville Rd,
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NO 28036
704- 918 -7546 Tel.
DESIGNER:
ter. Binh Nguyen
Address
Address
704- 819 -0586 Tel,
CIVIL ENGINEER:
DPR Associates, nc,
420 Hawthorne Lane
Charlotte, NO 28204
704- 332 -1204 Tel,
704 - 332 -1210 Fax,
ELECTRICAL ENGINEER:
K,M, Armstrong
Associates, Inc,
1111 The Plaza
Charlotte, NC 28205
704- 336 -1116 Tel,
704 - 364 -8377 Fax,
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowel Street, Suite 204
Charlotte, NO 28204
704- 334 -7363 Tel,
704- 347 -0093 Fox,
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius, NC 28031
704- 987 -9114 Tel,
704- 987 -9936 Fax.
Illppllllllllllllpll
CARL
�\\ �a ° °FESSI� ^ °opX,�
°
= °0 2°
\
i o%0 o \
^ p \
\
\
gSS0CIP \\X
110111111 VIII
\ \111j11olll IAlllwjlll ll
0
\ ° � S j °
° a�N
q,
'oaSEAL� ° °=
a 030523
°
°
,
%y ° GINEo °�
°0°10001
NGO�
III IIIIIIIIIIIIII -�g -��
0
N
U�
U
W
r
N
U
U
Z
Z
I�
>nl
z�
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED, OR USED IN WHOLE OR BART,
FOR WITTHEtHET PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNERV /MANAGER OF THE FACILITY
NAMED ABO E
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES, THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY,
Drawn HN
Checked HN
Date APRIL 19, 2010
Revisions:
1 9 -22 -10 SHEET ADDED PER C.O.R. 1ST REVIEW
COMMENTS
210 -19 -10 PER CAR 2ND REVIEW COMMENTS
3 6 -14 -12 PER C,O.R, 4TH REVIEW COMMENTS
6 2 -2 -15 SEWER PLAN AND PROFILE PER C,O,R
P:W,D: MEMO DATED 1 -28 -15
7 4 -28 -15 PER C.O,RP U.D COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -10
SHEET 110E 11 TOTAL