20140719 Ver 2_Site Plan_20150601

Strickland, Bev
From: Hy Nguyen < H Nguyen @d prassociates.net >
Sent: Monday, June 01, 2015 12:07 PM
To: Strickland, Bev; Alsmeyer, Eric C SAW; Smith, Cherri L
Cc: Du Le; Burclette, Jennifer a
Subject: RE: Van Hanh Temple, Sewer Stream crossing Update 1-14-15 (UNCLASSIFIED)
R.01MMISIM11
expect the revised permit.
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1301�i
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'. "Making 1he 1..and Work for Yoti"
n; attached d1g1tal ffle(s) are supplied by DP R Associates, Inc to the above recq) ent(s) as a deslgnl construction ald Be advised that the attached flfe(s) mayl or
may not be the final record draollngs Any Informatlon obtalned from thc� d1g1tal flfe(s) shall be used for reference only,

From: HyNguyen
Sent: Wednesday, May ZU,ZU1SZ:17PM
To: 'Burdette, Jennifer a';'[e-mail]'
Cc: 'Du Le';Tevx Keith
Subject: RE: Van Hanh Temple, Sewer Stream crossing Update 1-14-15 (UNCLASSIFIED)
As always, we needed the permit yesterday. The Owner was ready to construct back in February when the creek
bottom elevation discrepancy came up. We've been spending the last few months working out the aerial crossing, and
the last hoop we have to overcome is the revised PCN. They are anxious to get this work done during the dry season.
Let me know if you need anything else in the meantime.
landscape architecture, civil engineering, & planning
42o Hawthorne Lane, Charlotte, mo2e2o4
o.ro4.002.12o4Ext. 115 M. 704.340.0641 F. 704.332.1210
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: Tuesday, May 19,ZU1S1:U3PM
To: HyNguyen
Subject: RE: Van Hanh Temple, Sewer Stream crossing Update 1-14-15 (UNCLASSIFIED)
You'neae|come.
Yes overnight delivery should be sent to our physical address. Please add Room 942G-1to the address to assist the
delivery person.

her review, but I recommend allowing at least two weeks after the application is submitted to allow Cherri time to get to
the application.
Jennifer Burclette
401 & Buffer Permitting Unit
NCDENR — Division of Water Resources
1617 li,,�il Service Center
Raleigh, NC27699-1617
(919) 8O7-6364phone
(Physical Address: 512 N. Salisbury St, Raleigh, NC 27604 - 9th Or Archdale Bldg)
*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
Sent: Tuesday, May 19\2O1511:48AM
To: Bun1ette,]ennifera
Subject: RE: Van Hanh Temple, Sewer Stream crossing Update 1-14-15 (UNCLASSIFIED)
Thank you Jennifer for the thorough email.
I am looking to send the revised application and fee out today and you should receive them in the morning.
Should | send UPS overnight to the physical Address: 5228iSc0sburySt,Raleigh, /V[27604 otl'RrArchdcleBldg?
And when can we expect approval?
Again, thanks for all your help.
landscape architecture, civil engineering, & planning
42o Hawthorne Lane, Charlotte, mo2e2o4
o.ro4.002.12o4Ext. 115 M. 704.340.0641 F. 704.332.1210
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: Thursday, May 14,ZU1S3:U3PM
To: HyNguyen
Subject: Van HanhTemple

Hy,
One more thing, please add the length of riprap to be placed in the stream as a permanent stream impact on the Stream
Impacts table.
Thanks,
Jennifer
Jennifer Burdette
401 /Buffer Coordinator
401 & Buffer Permitting Unit
NCDENR — Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699 -1617
(919) 807 -6364 phone
0ennifer.burdette @ncdenr.Pov
(Physical Address: 512 N. Salisbury St, Raleigh, NC 27604 - 9r" Flr Archdale Bldg)
*Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation. *
From: Burdette, Jennifer a [ mailto :Jennifer.Burdette @ncdenr.Pov]
Sent: Thursday, May 14, 2015 2:53 PM
To: Hy Nguyen
Subject: RE: Van Hanh Temple, Sewer Stream crossing Update 1 -14 -15 (UNCLASSIFIED)
IN
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 $240.
Jennifer Burclette
y
4

401 & Buffer Permitting Unit
NCDENR — Division of Water Resources
1617 Mail Service Center
Raleigh, NC27699-1617
(919) 8O7-6364phone
(Physical Address: 512 N. Salisbury St, Raleigh, NC 27604 - 9th Or Archdale Bldg)
*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
Sent: Friday, May 01, 2O154:58 IPM
To: Burdette,]ennhera; Alsmeyer, Eric CSAVV
Cc: Tew,Keith; Du Le
Subject: RE: Van Hanh Temple, Sewer Stream crossing Update 1-14-15 (UNCLASSIFIED)
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)

in
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.
Jennifer Burclette
401 & Buffer Permitting Unit
NCDENR — Division of Water Resources
1617 li,,�il Service Center
Raleigh, NC27699-1617
(919) 8O7-6364phone
(Physical Address: 512 N. Salisbury St, Raleigh, NC 27604 - 9th Flr Archdale Bldg)
*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: Alsmeyer, Eric CSAW
Sent: Wednesday, 3anuary21, 2015 1:47 IPM
To:Tew, Keith; Hy Nguyen
Cm: Du Le; Smith Cherh i; Burdette,]ennhera; Higgins, Thomas; Ritchie, Kenneth;
Sanchez Cesar; MassengiU,Rober
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
permittab|e under Section 4O4. 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 vve
continue to do so, please complete the Customer Satisfaction Survey located at http://regulatory.usacesurvey.com/.
�Iil
EricA|smeyer
Project Manager
Raleigh Regulatory Field Office

From: Tew, Keith rmai Ito: Keith.Tew(a)raleighnc.govl
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
Keith A. Tew, PE
From: Hy Nguyen [ma i Ito: HNauyen 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; sienkwiczcontractina Ca)nc.rr.com,

Sanchez, Cesar; Massengill, Robert; Alsmeyer, Eric C SAW
Subject: RE: Van Hanh Temple, Sewer Stream crossing Update 1 -14 -15
RE= Em
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 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, 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, January 14, 2015 9:47 AM
To: Hy Nguyen
Cc: Du Le; Smith, Cherri L; Burdette, Jennifer a; Higgins, Thomas; Ritchie, Kenneth; sienkwiczcontracting @nc.rr.com;
Sanchez, Cesar; Massengill, Robert; Alsmeyer, Eric C SAW
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 [ma i Ito: HNguyen dprassociates.net]
Sent: Wednesday, January 14, 2015 12:31 AM
To: Tew, Keith; Alsmeyer, Eric C SAW
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 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 stl
deep enough to serve the new Temple, it will literally have zero cover at MH #4, and will be out of ground by future
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 vve can proceed from here. The owner is anxious to get this matter resolved.
Thank you for your time.
landscape architecture, civil engineering, & planning
42o Hawthorne Lane, Charlotte, mo2e2o4
o.ro4.002.12o4Ext. 115 M. 704.340.0641 F. 704.332.1210
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
Fromn:Tevx Keith
Sent: Wednesday, December U3 201410:52 AM
To: A|smeyer, Eric C SAW; HyNguyen
Cc: Du Le; Smith, Cherri L; Burdette, Jennifer a; Higgins, Thomas; Ritchie, Kenneth;
Sanchez, Cesar; Massengi||,Robert
Subject: RE: Van Hanh Temple, Sewer Stream crossing (UNCL433|F|ED)
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 ICIP revision since the
upstream pipe grades / MH inverts would change & aerial crossing details need to be added, etc -

Keith A. Tew, PE
From: Alsmeyer, Eric CSAW
Sent: Wednesday, December 03, 2014 10:31 AM
To: Hy Nguyen; Tew, Keith
Cm: Du Le; Smith Cherh i; Burdette,]ennhera; Higgins, Thomas; Ritchie, Kenneth;
Sanchez Cesar; MassengiU,Rober
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
10

From: Hy Nguyen [ma i Ito: HNguyen dprassociates.net]
Sent: Tuesday, December 02, 2014 12:17 PM
To: Tew, Keith
Cc: Du Le; Smith, Cherri L; Alsmeyer, Eric C SAW; Burdette, Jennifer a; Higgins, Thomas; Ritchie, Kenneth;
sienkwiczcontracting (a)nc.rr.com; Sanchez, Cesar; Massengill, Robert
Subject: [EXTERNAL] RE: Van Hanh Temple, Sewer Stream crossing
EM
Thanks for your email. We have ordered the surveying shots on the existing creek and will overlay it on our current
design to see exactly what has been changed and the exact exposure of the encasing over the creekbed. Will keep you
posted.
i
111:"IR ASSOC A'1'[-ES, Ill( (
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 Land Worl� for Yoti"
Any l 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, 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: 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
U3,.I,1° Ira "ir..,!rnnY IC I a i a ^.:;a�iyva ^.ir �i °ia�i °i�,l I�VQ,V �flCI Qawl a; "Il�a�i� aw�,ullllily i�." °i� a�i� "� " na ^. ;� I�VQ,V �flCI Ira ^.ir':.irnnu� awa; "e
MylNpv 25 eirn"na(i Ihek)w for the eirn"nail fa)llllao gp t o awlha^.Iltoin Ipg! blls irec uga^s I ��Ilso spoke f-th USACE
(Eirilc Allsirn"na^.ver) and fill fi)lk)W LID a2afiirt. II fill aSk for eirn"nali ira^.siDOinse froirn'n Ihoth,,
• 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
11

physically possible (via g Sufficient field survey data will be required to either affirm or rule out with
absolute certainty
°
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
i)�ease note that the I eirnp�g wgs !gg��ired �by �ity gf Rg�gig�b Ig �jgsig!) g!)�j bitjki this pgb�ic g�[gyit ':-)ewer
in this vicinity Ag� ng! gdgg��gidy dgsigng�j to accoirnirnoda-te sudh,, �� ad this extension.
15" mainvvou|d have not beenbui|t thatshaUow,,
Please submit your findings, with the above requested emails, for further review & approval by staff. Thank you.
Keith
Keith A. Tew, PE
12

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.
1'; Ilf °° "III A OC A ni]EE , iiHN(
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 Land Worl� for Yoti"
Any l 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, 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: 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
13

Keith A. Tew, PE
From: Hy Nguyen
Sent: Tuesday, November 25,2O1412:2OPM
To: Bun1ette,]ennifera;
Cm: Tew, Keith; Du Le; Smith Cherh i; Alsmeyer, Eric CSAW;
Subject: RE: Van Hanh Temple, Stream crossing NCDENR 401 Permit 14-0719
7011311flAffiffa�|
Thanks for taking my call today regarding the sewer crossing for Van Hanh Temple, Stream crossing NCIDENR 401 Permit
14-O719.
You have agreed to the above approach and stated that this email would suffice for the project records. (Let usknow
your decision on the rip-rap.)
Please let me know if you have any comments or if I've misstated anything otherwise.
I've copied Cherh Smith per your request. Keith Tevvof Raleigh Engineering, Eric A|smeyerof Corps, Temple Rep, and
their contractor are copied here as well.
14

1301�i
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"
n; 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
15

PROPOSED
BUILDING
FIFE = 240.53'
1 FIRE TRUCK TURNING MOVEMENT
SCALE 1"=60'
WjST
�QJG�v�L I TY
�d
�w gi
M
ti
sYCxr�ltt
cxwALTcta -CAMC BNM
1
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
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
F
STANDARDS OF THE NORTH CAROLINA DEPARTMEN T 0 TRANSPORTATION AND
THE CITY OF RALEIGH UTILITIES SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P, OR AS AMENDED. NIA= Yrll IN(--
t
PROP DRIVEWAY
ENTRANCE (MINOR SHIFT
FROM EX. DRIVEWAY)
EXISTING FLAG
POLE TO BE
RELOCATED
PROP.10'X70'
SIGHT TRIANGLE
(TYP.)
50' WIDE STREET PROTECTIVE
YARD TO BE PLANTED
W/ SHOD -2 STANDARDS. (Z -5 -09)
BEE 4CH Fa AR',K
GRID MONUMENT
169 DRD 1950
ELEVATION 221.6T
J
TRUCK ACCESS
- - EXIST. RIGHT OF WAY
- - - _ EASEMEI? T
C -0
SITE PLAN & TREE CONSERVATION PLAN
P.I.N.
FUTURE RIGHT OF WAY
EXISTING TREE CANOPY LINE
_ PROPOSI�D SIGHT
C °1
EXISTING CONDITION PLAN
-
- SETBACK LINE
DISTANC = TRIANGLE
C -2
PLANTING PLAN
Fax
j
i
C -3
GRADING: AND STORM D I AGE PLAN
Zoning Districts) R4 -CUD & CM
NOTE: CENTER LINE OF CREEK
�FAA P-BQO 1974, PAGE 100.
IS PROPERTY LINE SEE
EXISTING POND OBSCURES
p
EROSION CONTROL PLAN
N/A - ON SEPARATE NON - DEVELOPING PARCEL #1
CENTER LINE-OF 61WEK
C -j
O
Total sq. ft. gross (existing & proposed) ± 8600 SF (FOOTPRINT)
Off street parking Required 42 Provided 60
'=-
C -6
SITE DETAILS PLAN
,BOA (Board of Adjustment) case # A-
Xp�T'
PROPOSED
BUILDING
FIFE = 240.53'
1 FIRE TRUCK TURNING MOVEMENT
SCALE 1"=60'
WjST
�QJG�v�L I TY
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ti
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1
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
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
F
STANDARDS OF THE NORTH CAROLINA DEPARTMEN T 0 TRANSPORTATION AND
THE CITY OF RALEIGH UTILITIES SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P, OR AS AMENDED. NIA= Yrll IN(--
t
PROP DRIVEWAY
ENTRANCE (MINOR SHIFT
FROM EX. DRIVEWAY)
EXISTING FLAG
POLE TO BE
RELOCATED
PROP.10'X70'
SIGHT TRIANGLE
(TYP.)
50' WIDE STREET PROTECTIVE
YARD TO BE PLANTED
W/ SHOD -2 STANDARDS. (Z -5 -09)
BEE 4CH Fa AR',K
GRID MONUMENT
169 DRD 1950
ELEVATION 221.6T
J
TRUCK ACCESS
I
S 89 °3100 "E N/F J. H. POOLE
' '
D.B. 4852, PG. 168
1 "? 88 3607 "W_ N84° ® S 79° I
5835'25 1428"W 23'00'E
.= N °w 17 3317
...... 34 72 X73 16p3 170.6;''
o ° 34 "; °W
F
1.3 5.251d 8 °36'07' ES84' °14� ° :.. . 0j . !LSr° (�
m.. w-8 "i_ S� o -�,c FT 7ST i�
is m 11'.75' ...30.9.... 31 35M_�16Q3, 3�;''6t�AG, R® '91j �i4e vER ( F
S� j Op Q� DA
20° S ESMT. n
�............ SAO , e L5 01'
PRIMARY TREE F'QeB s �. Btiv�� N ss9 °o'27 w CONSERVATION AREA 20 %o °
m WIDE NEUSE RIPARIAN,. S�C'Q/ µ, �� . .. s5 3s' 7s> >� -
BUFFER ZONE, 2 (0.12.9 AC.) L��s�7s
i N88 °4844 E
30 _. N88 4844 "E
HATCHED()
1 Q !��� .42 21
gcmo 1r . . . . .. . .. . .. . .
1 0 EXIST. 9 OF
N < ONE STORY ,�. . S',O °. �6�✓ GjrO OGQ `�O
N I VINYL �`- 42`Q�; Ind.
U 1781`` .... .... ... w
STORAGE
°dam SHED a� UJ
:::::: N Cn Cn
BUFFER ENDS a
w
EX. SW STgTtl�
EXIST. , . . •
STATUE N.
Q
N EXIST. LOW LAND AREA
s> . cD. /POND
k
II EXISTING RELIGIOUS Tti
DISPLAYS TO REMAIN �\
IIN TYP. ,`�' PRIMARY
TREE CONSERVATION
AREA - CMD
I
'STAIRS
6 A C.) (HATCHED) _
EX. STATUE EXIST. EX. BRICK
REFLt:CTING PAVERS "n
f POOL AREA
MAN/'C'.EENT ZONE
LLj
EX. C lu° ' EOW O N CD
...�.
N � .:................ SIN
N............... M � CO
GENERAL r
DevelvprnewNam VAN HANH TEMPLE Proposed Ulse NEW BUILDING -RELIGIOUS USE
- - EXIST. RIGHT OF WAY
- - - _ EASEMEI? T
C -0
SITE PLAN & TREE CONSERVATION PLAN
P.I.N.
FUTURE RIGHT OF WAY
EXISTING TREE CANOPY LINE
_ PROPOSI�D SIGHT
C °1
EXISTING CONDITION PLAN
-
- SETBACK LINE
DISTANC = TRIANGLE
C -2
PLANTING PLAN
Fax
v a
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Vii' � �,,.�
i
C -3
GRADING: AND STORM D I AGE PLAN
Zoning Districts) R4 -CUD & CM
NOTE: CENTER LINE OF CREEK
�FAA P-BQO 1974, PAGE 100.
IS PROPERTY LINE SEE
EXISTING POND OBSCURES
��++ A
C 4'
EROSION CONTROL PLAN
N/A - ON SEPARATE NON - DEVELOPING PARCEL #1
CENTER LINE-OF 61WEK
C -j
SITE DETAILS PLAN
Total sq. ft. gross (existing & proposed) ± 8600 SF (FOOTPRINT)
Off street parking Required 42 Provided 60
'=-
C -6
SITE DETAILS PLAN
,BOA (Board of Adjustment) case # A-
Xp�T'
Nq rv,
UTILITY PLAN
EDUE :,;.
} rya 23 3pS
G 498 "��
&
C -8 -
-- UTILITY DETAILS PLAN
WATER l
I�
u�,C) RFS C -9
6ny 1992 p0 860 /-�k / p,Q
3Q>
UTILITY DETAILS PLAN
WATER QUALITY: TO USE APPORTIONING METHOD FOR TN LOADING
�",nNOTE:
HAN
l
� iQ �ER ROj 7 ®lV gUF�FJ -
-_ _
50' NEUSE RIVER BUFFER ,
Total Disturbed Area ±1.8 cre /square feet
Q0
E� `cR�EK
-- -� o cl SELL REAM 7)
FMK `{a
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�-
30' NEUSE RIVER
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(
(AppR
BUFFER
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR PART,
E
ONEC E PR THAN IN WITH tH PROJECT UDER WHICH
ii' WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMIS §ION OF
THE OWNER /MANAGER OF THE FACILITY
NAMED ABOVE.
I
S 89 °3100 "E N/F J. H. POOLE
' '
D.B. 4852, PG. 168
1 "? 88 3607 "W_ N84° ® S 79° I
5835'25 1428"W 23'00'E
.= N °w 17 3317
...... 34 72 X73 16p3 170.6;''
o ° 34 "; °W
F
1.3 5.251d 8 °36'07' ES84' °14� ° :.. . 0j . !LSr° (�
m.. w-8 "i_ S� o -�,c FT 7ST i�
is m 11'.75' ...30.9.... 31 35M_�16Q3, 3�;''6t�AG, R® '91j �i4e vER ( F
S� j Op Q� DA
20° S ESMT. n
�............ SAO , e L5 01'
PRIMARY TREE F'QeB s �. Btiv�� N ss9 °o'27 w CONSERVATION AREA 20 %o °
m WIDE NEUSE RIPARIAN,. S�C'Q/ µ, �� . .. s5 3s' 7s> >� -
BUFFER ZONE, 2 (0.12.9 AC.) L��s�7s
i N88 °4844 E
30 _. N88 4844 "E
HATCHED()
1 Q !��� .42 21
gcmo 1r . . . . .. . .. . .. . .
1 0 EXIST. 9 OF
N < ONE STORY ,�. . S',O °. �6�✓ GjrO OGQ `�O
N I VINYL �`- 42`Q�; Ind.
U 1781`` .... .... ... w
STORAGE
°dam SHED a� UJ
:::::: N Cn Cn
BUFFER ENDS a
w
EX. SW STgTtl�
EXIST. , . . •
STATUE N.
Q
N EXIST. LOW LAND AREA
s> . cD. /POND
k
II EXISTING RELIGIOUS Tti
DISPLAYS TO REMAIN �\
IIN TYP. ,`�' PRIMARY
TREE CONSERVATION
AREA - CMD
I
'STAIRS
6 A C.) (HATCHED) _
EX. STATUE EXIST. EX. BRICK
REFLt:CTING PAVERS "n
f POOL AREA
MAN/'C'.EENT ZONE
LLj
EX. C lu° ' EOW O N CD
...�.
N � .:................ SIN
N............... M � CO
GENERAL r
DevelvprnewNam VAN HANH TEMPLE Proposed Ulse NEW BUILDING -RELIGIOUS USE
PropertyAddress(es) 4229 FORRESTVILLE RD, RALEIGH, NC 27616 -9620
1Naike County Property Identification Nu s) for each parcel to which these guidelines will apply
1746 -49 -3709
P.I.N.
P.I.N.
P.I.N.
What is your Project type? ❑ Apartment ❑ Bank O Eld erly Faculty rl Hospital 13 HoteI&i tel 171 Industrial Building
® Mixed Residential ®Non residential Condo ® OMce - � Rellglous Institution ® Residential Condo ® Petail ® School
® Shopping Center ® Single Family ❑ Telecommunication Tourer 11 Townhouse ® Other
Scope of Work NEW BUILDING { +/- 8600 SF FOOTPRINT AREA) AND RELATED PARKING AREA
GLIt,"
kOP
TION
Nees) MR. DU LE, SECRETARY
Addrws 4229 FORRESTVILLE RD, RALEIGH, NC 27616
Phone - M
Erlt tl D [e-mail]
Fax
�r
Company
f SULTANT , Ow'
Name (s) HY NGUYEN, P.E.
2. Total # of Apartment Or Condominium Units
Address 420 HAWTHORNE LANE, CHARLOTTE, NC 28204
3, Total # Of Congregate Care Or Life Care Dwelling Units
5.012 AC.
Phane - -
Small HNGUYE - -
N @DPRASSOCIATES.NET Fax
i5, Bedroom Units I& 2br 3br 4br or more
-
6. Overall Units) /Acre Densities Per Zoning District(s)
FOR MULTIFAMILY OR GROUP HOUSING PROJECTS
PHASE NUMBERS
1. Total # Of Townhouse Lots Detached Attached
6.245 ACRES
2. Total # of Apartment Or Condominium Units
5.970 ACRES (LESS 0.275 AC. EXIST. R/M
3, Total # Of Congregate Care Or Life Care Dwelling Units
5.012 AC.
4, Overall Total # Of Duelling Units (1 -3 Above)
4.895 AC. (LESS 0.117 AC. EXIST. RIM
i5, Bedroom Units I& 2br 3br 4br or more
-
6. Overall Units) /Acre Densities Per Zoning District(s)
1.233
DEVELOPMENT TYPE AND SITE DATA TABLE (Applicable to al
developments)
v a
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z�' . � sr =:.
.,;.a ..r, r•�',`., .� a �• „fir, ,'M>" �
Zoning Districts) R4 -CUD & CM
Proposed building use(s) BUDDHIST TEMPLE - HALL OF WORSHIP
If more than one district, provide the acreage of each
Existing Buiiding(s) sq. ft. gross
1.864 R4 & 3.031 CM ** (DEVELOPING PARCEL #2)
N/A - ON SEPARATE NON - DEVELOPING PARCEL #1
Overlay District(s) N/A
Proposed Building(s) sq, ft gross ± 8600 SF (FOOTPRINT)
Total Site Acres 4.895 * *Inside City Limits 2"Yes ®NO
Total sq. ft. gross (existing & proposed) ± 8600 SF (FOOTPRINT)
Off street parking Required 42 Provided 60
Proposed height of building(s) t 39 '
COA (Certificate of Appropriateness) case #
FAR (floor area ratio percentage)
,BOA (Board of Adjustment) case # A-
Building Lot Coverage percentage t 4.03 %'
nal Use CUD (Condiha District) ) case # z 5-09
.,. •. . : �`e. v: #'+Fdk z g' a
4
Yf N` 7 ,:s :>
0 ! \ 11111C If fA!
\\ \ \ \ N
Existing impervious Surface ±0.804 cre square feet
Flood Hazard Area Yes a No
if Yes
Proposed Impervious Surface ±0.547 �3b feet
DETENTION EXEMPTION PER CODE 10
AI i I ii Flood Study FEMA Map Panel #
WATER QUALITY: TO USE APPORTIONING METHOD FOR TN LOADING
S�N)LAY
CA,LLCUUATiONS FOR BUYDOWN PAYMENT TO,- N,CCEEP
SILTY CLAY SEE FE 1746) #3720174600J
_
Neuse River Buffer Yes El No VVetiands ® Yes 1K No
Total Disturbed Area ±1.8 cre /square feet
APPROXIMATE LOGATI�N OF 100 U) U)
!y YEAR FLOOD LINE .... .�_ 44.80' Ll
20 SS SPA . SCALED FROM FEMA FIRM Ss4 ��• o o�
0 • 370368.1746J.
EFFECTIVE DATE MAY 2, 2006 C°
PARCEL #2, ID 009544 m� O '3
5
AREA = 5.012 ACRES ' . ✓� .... A°0 ... o
D13 7975, PG 514 \5�- :P N N/F POOLE
& MB 1974, PG 100 �c� �J� _ N D.B. 56$9, PG. 1
�P
5 I'.
RFF 2D6.81' EX. D K I
EXIST. ���gv�l . . . . . . . . . . . . . DITCH
` p DITCH
ONE STORY WELL O
BRICK X GONE
DWELLING I E ' C-df ` . . . 1
EXIST. \ \8 °. .
Ex. CONC. TOES PROPOSED 24' 8 29- .� �9
DRIVEWAY sr �0 ................�a� Roy
FES-6
V
ti
FF 205.30' SW r -� 61 , , N
GO���� 02 v��tio
N/F PERRY
/ D.B. 2236, PG. 400
/
N/F BENTON
D.B. 1562, PG. 720
EXIST, SIDEWALK
TO BE REMOVED
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
RANSPORTATION SERVICES
UBLIC UTILITIES 4
TORM WATER
LANNING
IRE
RBAN FORESTRY
ATTEN11ON 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) 996 -6810, AND THE PUBLIC UTILITIES DEPARTMENT AT
(919) 857 -4540 AT LEAST TKNIY FOUR UgMK PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS ]Ni 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 FINE Ab
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
Lj
DATE -e- La a 113,0
** EXISTING SITE DATA
PHASE NUMBERS
TOTAL AREA:
6.245 ACRES
TOTAL NET AREA:
5.970 ACRES (LESS 0.275 AC. EXIST. R/M
DEVELOPING PARCEL #2 AREA:
5.012 AC.
NET AREA:
4.895 AC. (LESS 0.117 AC. EXIST. RIM
1 PROPOSED BUILDING
OPEN SPACE
NON - DEVELOPING PARCEL #1 AREA:
1.233
NET AREA:
1.075 AC. (LESS 0.158 AC. EXIST. RIM
EXISTING ZONING:
RESIDENTIAL4 CUD, CONDITIONAL USE DISTRICT
654
AND CONSERVATION MANAGEMENT (Z -5.09)
ALLOWABLE USES:
CHURCHES, SYNAGOUES, TEMPLES, RELIGIOUS
NIA
EDUCATION BUILDINGS, OR A SINGLE FAMILY
212 North McDowell Street, Suite 204
Charlotte, NC 28204
DETACHED DWELLING
EXISTING / PROPOSED USES:
RESIDENTIAL INSTITUTION (RELIGIOUS TEMPLE)
DRAINAGE BASIN:
POWELL CREEK, TRIBUTARY OF HARRIS CREEK
FEMA MAP PANEL #:
FM 3720174600J, FM 3720174700)
R ®%�
EFFECTIVE DATE: MAY 2, 2006
1
VICINITY MAP
(1 " =800')
ZONING CONDITIONAL NOTE Z- -
S C 5 os)
1. THE SUBJECT PROPERTY SHALL NOT BE SUBDIVIDED, AND ITS USES SHALL BE LIMITED TO
CHURCHES, SYNAGOGUES, TEMPLES, OR RELIGIOUS EDUCATION BUILDINGS OR A SINGLE
FAMILY DETACHED DWELLING.
2. BUILDINGS CONSTRUCTED ON THE PROPERTY AFTER THE EFFECTIVE DATE OF THE
REZONING (Z -5.09) SHALL NOT EXCEED 40' IN HEIGHT AND SHALL BE LOCATED NO CLOSER
THAN ONE 100' FROM FUTURE RIGHT OF WAY (ROM OF FORRESTVILLE ROAD,
3. THE SUBJECT PROPERTY SHALL BE LIMITED TO A MAXIMUM OF ONE ACESS DRIVEWAY
ONTO FORRESTVILLE ROAD.
4. PREDOMINANT EXTERNAL FINISH ( >70 %) OF ALL ELEVATIONS OF NEW BUILDINGS, NOT
INCLUDING WINDOWS AND DOORS, WILL BE BRICKS, STUCO, SIDING (FIBER CEMENT, WOOD,
VINYL OR ALUMINUM), CULTURED STONE, OR A COMBINATION THERE OF.
5. NO PARKING SHALL BE PERMITTED TO BE LOCATED WITHIN 50' OF THE FUTURE
RIGHT -OF -WAY OF FORRESTVILLE ROAD.
FUTURE DEVELOPMENT, 6. UPON M NT ALONG THE FORRESTVILLE E AD 0 FRONTAGE, A STREET
PROTECTIVE YARD OF A MINIMUM OF 50' SHALL BE PROVIDED, PLANTED TO SHOD -2
STANDARDS.
DEVELOPMENT STANDARDS
FRONT SETBACK: 30 FT
* 100 FT USED FROM FUTURE RIW OF FORRESTVILLE RD.
* SEE ZONING CONDITIONAL NOTES #2 & #6 BELOW
SIDE YARD: 10 FT IN R-4, AND 50 FT IN CM
REAR YARD (Interior lots): 30'
STREET PROTECTIVE YARD:
R 50'W1 SHOD-2 PLANTING (SEE ZONING CONDITIONAL NOTE #6)
TRANSITIONAL PROTECTIVE YARD: 20' TYPE -C (10' FOR ADJACENT VACANT PARCEL)
BUILDING HEIGHT: 40 FT. MAX.
DEVELOPMENT DATA
PARKING REQUIRED:
1 SPACES PER 8 SEATS
(7 SF PER'SEAT'): 42 SPACES (2326 SF 17 18 = 41.5)
PARKING PROVIDED: 60 SPACES
*NOTE: SEE ZONING CONDITIONAL NOTE #5 BELOW
TREE CONSERVATION REQUIRED: 0.501 AC. (10 %. OF SITE, 5.012 AC.)
TREE CONSERVATION PROVIDED:
TREE CONSERVATION AREA - CMD: 0.686 AC.
TREE CONSERVATION AREA - 20' WIDE NEUSE RIPARIAN BUFFER ZONE 2: 0.129 AC.
TOTAL TREE CONSERVATION PROVIDED: 0.815 AC. tis sou I
PUBLIC IMPROVEMENT SUMMARY
PHASE NUMBERS
1
NUMBER OF LOTS
N/A EXISTING SINGLE LOT PARCEL
LOT NUMBERS BY PHASE
N /A, EXISTING SINGLE LOT PARCEL
NUMBER OF UNITS
N/A
LIVABLE BUILDINGS
1 PROPOSED BUILDING
OPEN SPACE
YES
NUMBER OF OPEN SPACE LOTS
1
PUBLIC WATER (LF)
N/A
PUBLIC SEWER (LF)
654
PUBLIC STREET
N/A
PUBLIC SIDEWALK (LF)
NIA
GENERAL NOTES
1. CHIEF SUBDIVISION INSPECTOR SHALL BE GIVEN 48 HOURS ADVANCE NOTICE PRIOR TO BEGINNING OF CONSTRUCTION.
2. SITE DEVELOPMENT IS EXPECTED TO BE COMPLETED WITHIN 36 MONTHS FROM PRELIMINARY SITE PLAN APPROVAL.
3. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM ZONING ADMINISTRATION. ANY ON -SITE DEMOLITION LANDFILLS OR STUMP HOLES SHALL BE A
MINIMUM OF 100' FROM ANY EXTERIOR PROPERTY LINE.
4. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL STANDARDS.
5. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER OR ENGINEER PRIOR TO PROCEEDING WITH WORK.
6. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY
AUTHORITIES.
7. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES, AND RIGHT -OF -WAYS, PUBLIC AND PRIVATE, PRIOR TO WORKING IN THESE AREAS.
8. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY.
9, CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC., AND THE
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF LABOR.
10. THIS PROPERTY IS WITHIN THE CITY OF RALEIGH LIMITS.
SITE NOTES:
1. ALL CONSTRUCTION SHALL BE PER CITY OF RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS. THE FOLLOWING DETAILS SHALL BE USED FROM THE CITY OF RALEIGH
"LAND DEVELOPMENT DESIGN STANDARDS ":
STD: 20.04 DRIVEWAY GRADES
STD: 30.03 STANDARD DROP INLET
STD: 30.14 STANDARD DROP INLET CASTING
STD: 30.15 STANDARD STORM MANHOLE COVER
2. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, OR FACE OF BUILDING UNLESS OTHERWISE NOTED.
3. ALL LOT DIMENSIONS AND SITES ARE APPROXIMATE. REFERENCE RECORD PLAT FOR EXACT DIMENSIONS.
4. BUILDING SETBACK LINES, SIDEYARDS, AND REARYARDS SHALL CONFORM TO EXISTING ZONING REQUIREMENTS.
5. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION MAY EXIST BETWEEN 3.5' AND 10' IN HEIGHT
ABOVE THE CURBLINE ELEVATION OR THE NEAREST TRAVELED WAY, IF NO CURBLINE EXIST.
6. ALL DRAINAGE FACILITIES, CURB CUTS, AND CURB RAMPS MUST BE CONSTRUCTED IN COMPLIANCE WITH THE CITY OF RALEIGH LAND DEVELOPMENT STANDARDS MANUAL.
7. ALL FILL PLACED ON BUILDING LOTS SHALL MEET NC STATE BUILDING CODE STANDARDS FOR 2,000 POUNDS PER SQUARE FOOT MINIMUM COMPACTION. MAXIMUM
GRADED SLOPES = 2:1
8. PE SEALED SHOP DRAWINGS FOR RETAINING WALLS, IF ANY, MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION, FOR HEIGHTS 4' OR GREATER.
TRANSPORTATION NOTE: A FEE -IN -LIEU WAS PAID FOR WIDENING, CURB AND GUTTER, AND SIDEWALK ALONG FRONTAGE OF PARCEL 2 AT FORRESTVILLE ROAD. FEE -IN -LIEU IN THE
AMOUNT OF $10,999.54 (ESTIMATE ID #528) MUST BE PAID, OR CITY COUNCIL APPROVED PAYMENT PLAN IN PLACE, PRIOR TO ISSUANCE OF BUILDING PERMITS.
SCALE: 1'° = 40'
0 40 80
160
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fx. 704.332.1210 1 www.dprassociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704- 918 -7546 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:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 -364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell 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
704 -98_ 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 PART,
E
ONEC E PR THAN IN WITH tH PROJECT UDER WHICH
ii' WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMIS §ION OF
THE OWNER /MANAGER OF THE FACILITY
NAMED ABOVE.
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
2
10 -19 -10
PER C.O.R. 2ND REVIEW COMMENTS
3
2 -4 -11
PER C.O.R. 3RD REVIEW COMMENTS
Project Number DPR 10003
Title
SITE &
TREE CONSERVATION
PLAN
Sheet
C -0
SHEET 1 OF 10 TOTAL
r

TOP MH MI
203.71-
TOP MH >
Z
195.9r
FIBER
OPTIC
SIGN
FIBER
OPTIC
SIGN
I Ur' 10 VIVA I r-KL1Nr ZUU.-3
193.47
194.17
TOP?W-'; 90-� w ,
194.47
V ' 194.02
1
1 81
\19i.94 ""u-
189.94 MH NV
I
0042�09& \ . . . ..........
190.21 192.79 192.03
EXIST. FH §§
1*4 * \I- \j92.07
'TOP WV NUT 194.22 191.19 EXIS-r. 1,5. DIP SEyIIER 198 6 19tz-,
0
190.32 190.47 1 --480.29
ft
a
0 190.24 190.62 190.77 1902 0
EDGE OF 190.33 0 --:202-OL-,
WATER _M1.19
19027
��27 WATER
189.78 190 190.49 POWELL CREEK M .88
(BASIN 8, STREAM 7) ------
188.30
188.37 188.95 1/196.78
lr-, - - -fM.67 198.78 .97
188.58 NOTE: ---*05 - -1 / / VVhTET I U 187-6- MH
'�=OF
GE
IV uv--. .'�tK -I - - - -TOP 1H
195.49
C C
qP P2�-�K 201 7
189.37 +
189.76 ;9623 198.14
EDGE OF 18824 89.66 N/F J. H. POOLE 196.05
WATER S 8903100nE D.B. 4852, PG. 168 '\/ 197.80
-197.75 CO.
TBM 123.08'
41 197.07 C;
FP BLUE PAINT t 190.51 mum S 7923#00 d +
. .......... CORNER WALL 89-80 190.40 8.
191.45
198.37 1 --- 1 �O67S� 190.05 1 14
190.48 Now
190.52 19
191S -197.80
B AVER .17 196.64
191.37 AM .35* .00
411111b V 18927- 89.97 192.00 \9526
19220 192.43
19279
BRIDGE
00,
----------
199.45 '\
INV. \
0
NO
W
�o
201.08
EX. GRAVEL
TO BE REMOVED
(HATCHED) NP.
UNDER GROUND
TELEPHONE CABLE
WARNING SIGN
TV 15
CA E
BOX
GRAVEL
DRIVE
FIBER
OPTIC
SIGN
CABLE
BOX,,n
EX. GRAVEL
TO BE REMOVED
(HATCHED) TYP.
192.91
192.32 I93'01
193.32 -
1
193.01 97.78
VICINITY MAP
(101=800')
\GtA Musr
\p\LITY L
'0
9-4
w
W
0 12
W CONEACrOMB-CALLCIRM
to 0-6-
0
C1 J
W 0 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
W 0 ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
NECESSARY TO INSURE SAFETY TO THE PUBLIC.
This map is drawn from an actual survey made under my supervision based on information found 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
EXIST. �OW LAND AREA in the above referenced record document(s), and is correct to the best of my knowledge. The STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND
unadjusted ratio of precision Is 1/10,000+. This map does not meet the standards for record plat THE CITY OF RALEIGH UTILITIES SPECIFICATIONS.
/POND as per GS47-30 and is not to be recorded or used in conveyance without written permission from
the surveyor and appropriate town officials. 4. SHORING MLL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
ELECTRONIC COPY P.L.S. L 2629 P. OR AS AMENDED.
SIGNED,SEALED COPIES AVAILABLE FROM SURVEYOR
NOTES:
1.) Areas are by coordinate computation.
2.) Distances are horizontal ground distances
3.) North arrow is referenced to recorded
document shown above unless otherwise noted
4.) Buildi@ It house tie(s) are perpendicular to
property lines unless otherwise noted
5.) Bearings and distances of title lines shown
CID CID are from record plat(s) and/or deed(s).
6.) Field measurements are shown in parentheses
where significant differences exist from record
UJ lot, or where record lot does not close
01= W mathematically.
0 7.) The accuracy of the topographic information
0 C14 shown on this map is exceeds accuracy of half
�Ow �r : V V- I zo 0
qT of one contour interval over 90% of the site.
0 0
192.00 M T- cl)
192.00 o 0
co CO
-192.2
192-56 92.
192.33 92.16 92.7Q )1,192.37
192.63 1
92.27
-�13* 193.35 ?AKJJ�
N/F POOLE
MAPLE 193.68
-193.95 by .193.72 D.B. 5689, PG. 1
194.14
-194.68 MAPLE 194.06
18"MAPLE
LIE
CIL
7 PLE DITCH
194. 194.90 C &!
5 1;ffl LEGEND �p
41�IN
. . ....... . ........................
N OCOMPUTED POINT
F.96 -195.40 0 IRON PIPE SET
E
L 0 EXISTING IRON PIPE
-201.40 �PL P655q STREET ADDRESS
• 201.50 - 201.34 -196.60 PP POWER POLE
196.50 LP LIGHT POLE
i9i.91 - -E- OVERHEAD ELECTRIC LINES
-T- OVERHEAD TELEPHONE LINES
-X- FENCE
EOG EDGE OF GRAVEL
WV WATER VALVE
FH FIRE HYDRANT
CO SANITARY SEWER CLEAN OUT
MH SANITARY SEWER MANHOLE
CPP CORRIGATED PLASTIC PIPE
N/F PERRY
D.B. 2236, PG. 400
TREE LEGEND:
MAG MAGNOLIA
BP BRADFORD PEAR
CM CRAPE MYRTLE
DW DOGWOOD
NOTE:
MOST COMMON SHRUBS
ARE AZALEAS AND HOLLIES
NOTE: ONLY UTILITIES WITH VISIBLE EVIDENCE LOCATED.
UNDERGROUND UTILITY LINES SHOWN ARE APPROXIMATE
AND EXTENT IS ESTIMATED 8t MAY BE INCOMPLETE.
EXCAVATION MAY BE REQUIRED TO VERIFY LOCATIONS.
OTHER UNDERGROUND UTILITIES MAY EXIST. CALL ONE CALL
CENTER AT 1-800-632-4949 BEFORE DIGGING.
SCALE: 1"= 40'
201.75
2U.45
201.13
201.96 of 40' 80' 120' 160'
203.49
r.M NialI Gillespie, P.L.S.
4 POLE Land Surveying
1801 White Oak Church Road
PROPERTY OF Apex, North Carolina 27523
REVISIONS N.C. BUDDHIST ASSOCIATION Telephone #
4229 FORESTVILLE ROAD [phone]
RALEIGH NC 27616-9620
TOWNSHIP WAKE FOREST COUNTY: DATE 4-18-2010 SURVEYED BY COGO FILE
NCBUDH-T.DAT
ETJ: RALEIGH STATE: NORTH CAROLINA SCALE 111=40' DRAWN BY KH CADD FILE
ZONE: R-4 P.I.N. 1746 49 3709 CHECKED & CLOSURE BY NWG NCBUDH-T.GCD
CITY OF RALEIGH, NORTH CAROLINA
PLAN APPROVAL
UTILITY INSTALLATION AND OTHER PUBLIC FACILITIES INCLUDING SIDEWALKS AND
HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY
CITY CODE, THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
AND SHALL BE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN
APPROVAL PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR
TO FINAL ACCEPTANCE.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
SCALE: 1" = 40'
0 40 80 160
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.12041 fx. 704.332.12 10 1 www.dprassociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616-9621
ARCHITECT:
ASP Consulting PLLC
R
0916- =Tim.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704-819-0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte NC 28204
Tel.
704-3.3Y-1204
704-332-1210 Fox.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte NC 28205
Tel.
704�q
33 _ 1776
704-364-8377 Fox.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell Street, Suite 204
Charlotte, NC 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.
704-987-9938 Fox.
C A R 0
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0
(-0
0-)
s> I
Q0
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(_0
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PROPRIETARY AND PRfVAJ INFORMATION THESE
DOCUMENTS SHALL NI DISCLOSED
OR PART,
DUPU&TER6 OR USE8, IN WHOLE
FOR ANY RIP
- WITH THER THAN IN
CONN9C`nON W bimJE PROD UNDER WHICH
IN D WITHOUT
IT PROVIDED OR
PA
THE EXPRESSED WR M, bION OF
THE OWNER/MANAGEWRF THE FACILITY
NAMED ABOVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. TH CALE WHEN
ONLY.
INDICATED, IS FOR GENERAL REFERENCE
Drawn
Chocked
Date JULY 20, 2010
Revisions:
11
9-22-10
PER C.O.R. 1ST REVIEW COMMENTS
Project Number DPR 10003
Title
EXISTING CONDITION
PLAN
Sheet
C-1
SHEET 2 OF 11 TOTAL
I
a

O
i�
e
4
m
O
EXISTING TREES TO BE
RELOCATED / REMOVED, TYP.
EXISTING TREES ALONG
FORESTVILLE ROAD
FRONTAGE TO REMAIN, TYP.
TREE CONSERVATION
AREA (HATCHED)
(SEE SHEET C -0 FOR NOTES)
PLANT SCHEDULE
G
`,— doo
.g. -
noR�SHT 1N J
TREES
QTY
BOTANICAL
COMMON
MIN. SIZE
@ PLANTING
AR
5
ACER RUBRUM
RED MAPLE
14' HT
2" CAL.
AS
9
ACER SACCHARUM'LEGACY'
LEGACY SUGAR MAPLE
14' HT
2" CAL.
LI
5
LAGERSTROEMIA INDICA'NATCHEE
NATCHEZ CRAPE MRYTLE
6' HT
MULTI -STEM
MG
4
MAGNOLIA GRADIFLORA
SOUTHERN MAGNOLIA
8' HT
2" CAL.
SHRUBS
QTY
BOTANICAL
COMMON
MIN. SIZE @ PLANTING
EF
29
EUONYMUS FORTUNEI 'EMERALD & GOLD'
EMERALD & GOLD WINTERCREEPER
MIN. 18" HT.
FI
6
FORSYTHIA X INTERMEDIA
FORSYTHIA
MIN. 24" HT.
IC
43
ILEX CRNUTA'BERFORDII NANA'
DWARF BURFORD HOLLY
MIN. 24" HT.
IH
6
ILEX CRENATA ' COMPACTA'
COMPACTA HOLLY
MIN. 24" HT.
IN
41
ILEX'NELLIE R. STEVENS'
NELLIE STEVENS HOLLY
MIN. 24" HT.
LS
7
LIGUSTRUM SINESE'VARIEGATA'
VARIGATED PRIVET
MIN. 24" HT.
Si
19
SPIRAEA JAPONICA'NORMAN'
NORMAN SPIRAEA
MIN. 18" HT.
APPROXIMATE MATURE HEIGHT
±40'- 60' HT.
±80' HT.
±20'- 30' HT.
±90' HT.
±24" HT.
±4' -UHT.
±4' -UHT.
±6' -8'HT.
±30' HT.
±8'- 10' HT.
±12" - 24" HT.
L I T YT C, NCO
A
� IIII' rat' D m
n
y
EXISTING RELIGIOUS
DISPLAYS TO REMAIN
TYP.
I
I
I
I
I
TREE
CONSERVATION
AREA (HATCHED)
(SEE SHEET C -0
FOR NOTES)
I
......... �1�. "... Z
...... ............................... 12 0
13" OAK IV
MAPLES' . ai . o
- CD
16
.MAPLE
10 ". 18'MAPLE .
MAPLE... .
...... ..........................MAPLE
�. . . . i
! 10 "TWIN
.Sg. . Al
Z0 MAPLE
CQo. .
0' THE �D6 / 10"
\IUS,TY `� �!G MAPLE
y
oonon �q Wont 1. ..
1 /
LE END
PROPOSED LARGE
MATURING TREE
TYPICAL 100' BUFFER SECTION:
C
L
F
c
L
F
C
C
F
L
L
LJ
0
N
FORESTVILLE ROAD
EXISTING R/W
I I
I I
!, 100' BUFFER SECTION
I FUTURE R/W i
r-.-- ...... -- ..... -- °° ..... -- ..... -- ..... - --1
.............. ...................... ... ..... I
....................I
.'I
I. 3-F1' ...
F1' .... 3 -LI . .
,....... 2- LS...... .. .. .................
I........... 3 -1H . g ..... .... ..../...3-171 ..............
r — — — — — — -h Ir —.— _. _.- —/- 2 -LS
L 3 -AR 50' STREET PROTECTIVE YARD: ±173 L.F. SCALE 1 " =20'
REQUIRED PLANTING AMOUNTS (PER 100 L.F.):
TOTAL PROVIDED PLANTING
(PER SHOD -2 PLANTING REQUIREMENTS)
AMOUNTS (ENTIRE LENGTH):
5 - SHADE TREES (2 EVERGREEN)
9 - SHADE TREES (4 EVERGREEN)
3 - UNDERSTORY TREES
5 - UNDERSTORY TREES
16 - SHRUBS (60% EVERGREEN)
28 - SHRUBS (60% EVERGREEN)
100' C -TYPE BUFFER SECTION
20'C-TYPE BUFFER: ±121 L.F.
REQUIRED PLANTING AMOUNTS (PER 100 L.F.):
(PER SECTION 10- 2082.9 SCHEDULE OF
TRANSITIONAL PROTECTIVE YARDS)
7 - SHADE TREES (3 PROVIDED, 30' O.C.)
70 - SHRUBS (EVERGREEN) (39 PROVIDED, 5' O.C.)
TOTAL PROVIDED PLANTING
AMOUNTS (ENTIRE LENGTH):
4 - SHADE TREES
47 - SHRUBS (EVERGREEN)
100' C-TYPE BUFFER SECTION
19 -IC
20 -IN
�NX I KLLLINL I U KLMAIN ANU
® CREDITED TOWARDS C -TYPE PROPOSED LARGE 34C 444 44C 34C
BUFFER REQUIREMENTS, TYP. MATURING EVERGREEN 21-I
21 -IN
1 -AS ` � � �
P� I �
PROPOSED
o
I� UNDERSTORY TREE
PROPOSED LE 1.1=20'
10
EVERGREEN SHRUB PROPERTY LINE
PROPOSED
�..
PARKk AREA PROPOSED 10'C-TYPE BUFFER: ±381 L.F.
/ I SHRUBS, TYP. DECIDUOUS SHRUB
I i
' EXISTING TREE TO BE REQUIRED PLANTING AMOUNTS (PER 100 L.F.): TOTAL PROVIDED PLANTING
(PER SECTION 10- 2082.9 SCHEDULE OF AMOUNTS (ENTIRE LENGTH):
RELOCATED /REMOVED TRANSITIONAL PROTECTIVE YARDS) 11 - SHADE TREES
7 - SHADE TREES (3 PROVIDED, 30' O.C.) 133 - SHRUBS (EVERGREEN)
EXISTING TREE 70 - SHRUBS (EVERGREEN) (35 SHRUBS PROVIDED, 5' O.C.)
t /
i
NOTES:
BUFFER TREES IN THIS AREA
PARKING LOT PLANTING REQUIREMENTS 1. ALL PROPOSED TREES AND SHRUBS WITHIN THE PROPOSED 50' SHOD -2 STREET PROTECTIVE YARD SHALL
-- - - -�-' TO BE USED TO MEET MEET THE REQUIREMENTS OF THE CURRENT CITY OF RALEIGH ZONING ORDINANCE, SECTION 10 -2059 a (a).
/ REQUIRED PARKING LOT (PER CITY OF RALEIGH ZONING ORDINANCE, SECTION 10- 2082.6)
/ 2. ALL PROPOSED TREES AND SHRUBS WITHIN THE PROPOSED C -TYPE BUFFER SHALL MEET THE
PLANTING REQUIREMENTS TOTAL VEHICULAR SURFACE AREA; ..................23,745 SF REQUIREMENTS OF THE CURRENT CITY OF RALEIGH ZONING ORDINANCE, SECTION 10- 2082.9.
®�
____ ,,,, , - .. �1/kR VEHICULAR SURFACE
f, OLE TO BE RELoc)vrED, AREA (SHADED) REQUIRED PLANTING AMOUNTS 2. EXISTING TREES AND SHRUBS LOCATED IN BUFFERS ARE TO BE SAVED AND CREDITED TOWARDS THE
/(PROGRESS ENERGY) TREES (1 TREE / 2,000 SF);,,,,,,, „,,,,,,,,,,,,,,,,,,,,,,,,,,,22 TREES TOTAL PLANTING REQUIREMENT. QUANTITIES OF PLANT MATERIAL SHOWN MAY VARY PENDING THE
TYP. SHRUBS 1`1 SHRUB / 500 SF)' 48 SHRUBS 160% EVERGREEN) VERIFICATION OF THE EXISTING BUFFER BY THE ZONING ADMINISTRATOR.
PUFFER TREE TO BE - ? - - - - --
Phat Tich
USED TO MEET
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
REQUIRED PARKING/ PLANTING
PLAN NOTES:
704 -918 -7546 Tel.
DESIGNER:
/ LOT PLANTING
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
' REQUIREMENTS
420 Hawthorne Lane
Charlotte, NC 28204
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
1.
SIZE AND GRADING STANDARDS OF PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION
10.
CONTRACTOR SHALL COORDINATE ALL PLANTING IN THE RIGHT -OF -WAY WITH THE NORTH
2
OF "AMERICAN STANDARDS FOR NURSERY STOCK ", BY THE AMERICAN ASSOCIATION OF
Charlotte, NC 28204
704 - 334 -7363 Tel.
CAROLINA DEPARTMENT OF TRANSPORTATION OR LOCAL TRANSPORTATION DEPARTMENT.
=
NURSERYMAN, INC.
11.
ALL STRAPPING AND TOP 2/3 OF WIRE BASKET SHALL BE CUTAWAY AND REMOVED BY THE
0
O 2•
HEIGHT AND WIDTH SPECIFICATIONS INDICATED ON PLANT SCHEDULE SHALL TAKE PRECEDENCE
///
FARO
CONTRACTOR FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. CONTRACTOR SHALL
OVER CONTAINER SIZE AND CALIPER.
Q%o 0 0
REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL.
3•
ALL ANNUAL /PERENNIAL BEDS SHALL BE AMENDED BY THE CONTRACTOR PER THE
12.
FOR NEW PLANTING AREAS, CONTRACTOR SHALL REMOVE ALL PAVEMENT, GRAVEL SUB -BASE
`\\\\
SPECIFICATIONS AND RAISED 8" ABOVE EXISTING OR PROPOSED GRADE. CONTRACTOR SHALL
sa SEAL
AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24” NEW TOPSOIL, OR AMEND
N6,
PROVIDE TOPSOIL AS REQUIRED TO RAISE GRADES.
\•����.
THE TOP 24" OF EXISTING SOIL TO MEET SPECIFIED TOPSOIUPLANTING MIX STANDARDS FOR
N
n� (-0
L
_l� 0-)
TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE)
4•
CONTRACTOR SHALL MOUND ALL PARKING LOT ISLANDS TO 8" ABOVE BACK OF CURB AT THE
N
CENTER OF ISLAND. CONTRACTOR SHALL SUPPLY AND PLACE ADDITIONAL TOPSOIL IF
13.
LARGE MATURING TREES SHALL BE A MINIMUM 25 TO 30 FEET FROM THE OVERHEAD
Q
NECESSARY FOR MOUNDING AS INDICATED ON CONSTRUCTION DOCUMENTS.
DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR SIGNS,
Q
CONTRACTOR SHALL CONTACT URBAN FORESTER TO RESOLVE PRIOR TO PLANTING.
5.
CONTRACTOR SHALL MULCH ALL SHRUB BEDS WITH 4" AGED SHREDDED HARDWOOD BARK.
14.
CONTRACTOR SHALL CALL FOR AN INSPECTION OF TREE PROTECTION AND /OR TREE PLANTING AREAS,
INDICATED, IS FOR GENERAL REFERENCE ONLY.
CONTRACTOR SHALL MULCH ALL ANNUAL /PERENNIAL BEDS WITH 1" PINE BARK FINES.
Checked HN
SEVEN TO TEN DAYS PRIOR TO THE TEMPORARY OR FINAL CERTIFICATE OF OCCUPANCY DATE.
6•
ALL DISTURBED AREAS NOT INDICATED TO RECEIVE SOD OR MULCH SHALL BE SEEDED BY THE
15.
MINIMUM TREE SIZE AT PLANTING SHALL BE TWO INCH (2 ") CALIPER (FOR SINGLE STEM TREES). ALL
2
CONTRACTOR.
PER C.O.R. 4TH REVIEW COMMENTS
MULTI -STEM PLANTS SHALL BE TREE FORM, MAXIMUM THREE TO FIVE TRUNKS, AND A MINIMUM
EIGHT FEET TALL. UNDERSTORY TREES SHALL BE A MINIMUM OF SIX FEET TALL AT PLANTING.
7•
CONTRACTOR SHALL REMOVE ALL HARD LUMPS OF CLAY, STONES 1" IN DIAMETER, AND ALL
CONSTRUCTION DEBRIS INCLUDING GRAVEL, ROOTS, LIMBS AND OTHER HER DELETERIOUS MATTER
16.
EXISTING VEGETATION TO BE SAVED SHALL MEET THE REQUIREMENTS OF THE CITY OF RALEIGH
WHICH WOULD BE HARMFUL, OR PREVENT PROPER ESTABLISHMENT AND /OR MAINTENANCE OF
Project Number DPR 10003
ZONING ORDINANCE AND IT WILL BE SUPPLEMENTED (IF INSUFFICIENT) PER THE
PLANTING
LAWN AND PLANTING AREAS.
Sheet
RECOMMENDATIONS OF THE INSPECTOR.
SHEET 3 OF 10 TOTAL
17.
ADDITIONAL TREE(S) MAY BE REQUIRED TO MEET THE ZONING ORDINANCE, AS DIRECTED BY
8•
IN AREAS WHERE CONSTRUCTION GRAVEL IS EMBEDDED IN THE SOIL, CONTRACTOR SHALL
URBAN FORESTER.
REMOVE CONTAMINATED SOIL TO A DEPTH OF 8" AND FILL WITH CLEAN TOPSOIL. CONTRACTOR
18.
SEE SHEET C -5 FOR APPLICABLE PLANTING DETAILS.
SHALL IMPORT TOPSOIL AT NO CHARGE TO OWNER IF REQUIRED TO FILL THESE EXCAVATIONS.
9•
CONTRACTOR SHALL RESEED /RESOD LAWN AREAS DAMAGED DUE TO PLANT MATERIAL
INSTALLATION.
BEFORE YOU DIGI
CONTACT ONE -CALL CENTER
1- 800 -632-4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
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
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND
THE CITY OF RALEIGH UTILITIES SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P, OR AS AMENDED.
SCALE: 1" = 30' Z
0
s
0' 30' 60' 120'
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
``�
1 • NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS,
TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY IS
ALLOWED IN THE TREE PROTECTION ZONE.
2. TREE PROTECTION FENCE IS TO BE LOCATED AROUND THE PERIMETER OF
ALL TREE PROTECTION AREAS, UNLESS OTHERWISE NOTED ON THIS PLAN.
3• BEFORE GRADING CONSTRUCTION BEGINS, CONTACT URBAN FORESTER
FOR INSPECTION OF TREE PROTECTION BARRICADES.
4. LIMITED CLEARING OF UNDERBRUSH LESS THAN 2 INCHES IN DIAMETER
MAY BE DONE WITH HAND HELD TOOLS WITHIN TREE PROTECTION AREAS,
AT OWNER'S OPTION.
5. TREE PROTECTION FENCE/ BARRICADES MUST MEET OR EXCEED TREE
ORDINANCE GUIDELINES STANDARDS.
6. TREE PROTECTION FENCE/ BARRICADES MUST BE INSTALLED BEFORE ANY
DEMOLITION/ CLEARING/ GRADING/ CONSTRUCTION AND NOT REMOVED
UNTIL INSPECTION BY URBAN FORESTRY STAFF.
7. CONTRACTOR TO SAVE ANY LARGE MATURE TREES NOT WITHIN
ESTABLISHED TREESAVE AREA IF BUILDING PLACEMENT AND LOT GRADING
ALLOW.
:AP7 landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.12041 fx. 704.332.1210 1 www.dprassociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
Mr. Brian Bumann
Address
Address
704 -918 -7546 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:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell 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
704 - 987 -9114 Tel.
704 - 987 -9938 Fax.
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PROPRIETARY AND PRIVATE INFORMATION THESE
SHALL DISCLOSED
TIN
DUPLLICATED SED WHOLCELOR
CONNECTION WIOTHE`fHET PROJECTN UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMIS §ION OF
THE OWNER/MANAGER OF THE FACILITY
NAMED ABOVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
Drawn DV
Checked HN
Date JULY 20, 2010
Revisions:
1
9 -22 -10
PER C.O.R. 1ST REVIEW COMMENTS
2
6 -14 -12
PER C.O.R. 4TH REVIEW COMMENTS
Project Number DPR 10003
Title
PLANTING
PLAN
Sheet
C -2
SHEET 3 OF 10 TOTAL

sv�
:-
2031' I . %1 r J , _ -. I urs
-..
- ' --•- TOP f�bl� -` �\ ��
T 0''1 °b: %� NOTE: CENTER LINE OF CREEK -.IS PROPERTY
POND SSE
f
• . - � �, EXIS, . FH ,
@ Sys \�y� §§ �"r - -_ MAP $610I( 1974, PAGE 100. EXISTING 0_
E`��r\�• CENTERLINE7JF GREEK
5 § /
TOP WV NUT \? _ § -� sta ._cx
.i JO � ,»� '�' ' -`• �w+a, `•� "�• -`�- .. 23.x' �_:�x..g�" •. „ J /,
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-
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-Z
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\ 195.97 H J ` ! . Ti 's- _ ... e. -L D.B. 4852, PG >,168 v , 5
\\, BLUE PAINT 123.08' I �°° S79 23, ° \ 16" 19 /� PQ�G ��t
CORNER WALL - -° - w �_ nQ fi C�IIM` 97.07
FIBER 19832 _ - - '-� lo, 1%Q`�+i4► \ \_- 191.45 _ \` -
LEGEND
EXISTING PROPERTY LINE
EXISTING RIGHT OF WAY
0 EXISTING TREE TO REMAIN
850 _ EXISTING 2' CONTOUR
850 PROPOSED 2' CONTOUR
TP TP- TEMPORARY TREE PROTECTION FENCE
® I ® I IIIIIIIIl PROPOSED LIMIT OF GRADING
® rs ®®I ® a❑ PROPOSED DRAINAGE PIPE
a ®® GRAVEL RIP RAP APRON
F MA 100 YEAR FLOODLINE
NEUSE RIVER BUFFER
OPTIC _._._.....,.>._............. _ ;�
., SIGN '' .__ .,...._- ro- :r/'-" .l E RIVER �t, "t'��
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� ��, 1 1a� �-
_
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S ES Re
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CONSTRUCTION EASEMENT TO �0
r
s .
79 BE OBTAINED FROM POOLE PROPERTY �+0 A. Y -
' .:.• 191. 4"
�.. `a FOR SEWER CONNECTION �iC`e ,;,� 191,83 APLE `� aie. w ,
19 2
192
i - .• .
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FIBER - -_ ..
EEK OPTIC ° o `� ExIST. oFO� i e
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I E J 1
C) I t s STORAGE ���-- '�` _ 1 �� 1/!!92.00 ! ' W
' � pd •1 BUILDING
O
r
I ! /FAT 9 DOOR 1�•� C \
° 19.35, , ! O
W V
W O0
orts
J__A_
N/F YOUNG
D.B. 3055, "PG 231 x`00 II
ExisT.
( STATUE
-- fi
EXIST. �OW LAND AREA
192.00 i /POND `
r APPROXIMATE LOCATION OF 100
YEAR FLOOD LINE 1 7920 0
SCALED FROM FEMA FIRM Tom"
NV O
\
`19 370368 1746) Pp
1
z EFFECTIVE DATE MAY 2, 2006 / .1 �}
a / YI ` V1
OUT 197.8
ul
_ X STAIR O
INV. ` "4 � \ 1 00 __.
' LE S I _
196.8' `� t .r+ BUSH TREELINE EYIST. EX- BRICK 1 137
CED �� - EX. STATUE \ REFLECTING I M
_ ..... ._ 00 E �_ PAVERS 192.00
017 7 " 71 -8�' J ■ �r POOLAREA _�
'•k- -•... - _ \ 17 ^9u 218.2$ 6d •-+ ^"_.._.. --• I / 1 i. ■ -I I'- t ` i I r7
197.1'
O 17 1
.{t ak
' 0 ° ate'- 38.25,
17 "oak
IST. FHIS"
' . 2 oak
T T
O D 19 6
1�peach /
.. CONVERT EXIST. YA D INLE �P 7
INTO GRATE TYPE DR INLET o, °> WF
RE -GRADE THIS AREA TO' IRECT �z oak 4
., YARD DRAINAGE tO,NEW DROP NLET.
CONTRACTOR TO REWORK/RE OVE 2 ^cherry 4
ADJCENT YARD INLETS AS FIELD
CONDITION DICTATES
a "dw
PROP. RIPRAP APRON
- SEE DETAIL# 10, SHEET C -5 oak
1 ? ES-
O; 4•b
IN Sw
O O 20 IN
5 O POI
� 1
V.
GRAVEL 04.2'
PROP. LIMIT OF 'DRIVE
GRADING, TYP.
EX. 12" RCP DRIVEWAY �r
'DRAIN TO BE'REMOVED
GRAVEL
DRIVE
- TIBER t
OPTIC +`
SIGN
CABLE \)
BO
*. /PROP. SLAB INLET, DI O 1
LOCATION m
`I o
i
o
o /�r
s
a
BEARING'SYSTE
BASED ON BOOK to
Of MAPS 1974 -10
F
N
` GRID MONUMENT
# 169 GRD 1960
ELIE 2,k, ON 221167'
ROP. MATTING PROTECTION
USE NAG LAVER-- -_
��3• '� SEE DTL 13, SHEET C -5`
1
♦ N/F BENTON
D.B. 1562, PG. 720
GRADING AND STORM DRAINAGE NOTES
1. BOUNDARY MAP, EXISTING SURVEYING INFORMATION, AND SELECTED TOPOGRAPHY DATA PROVIDED
BY NIALL GILLESPIE LAND SURVEYING, DATED 8 -20 -2008 AND 5 -6 -2010, NAD 83 GRID COORDINATES.
TOPOGRAPHY SHOWN OUTSIDE OF PROPERTY LIMIT IS FROM THE GIS.
2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE
GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN
ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION
PRIOR TO PROCEEDING.
5. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES IN THE FIELD BEFORE BEGINNING
CONSTRUCTION.
6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
7. ALL FILL TO BE COMPACTED TO 95% A.A.S.H.T.O. STANDARD COMPACTION.
8. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL
LIMITS, OR OTHER GRADING REQUIREMENTS.
9. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE TO FINISHED
ELEVATIONS (TOP OF PAVEMENT). REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH
CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS
CONTRACT.
10. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW
AWAY FROM BUIDLING(S) AND ACROSS NEW PAVEMENT AND /OR LANDSCAPE AREAS TO NEW OR
EXISTING STORM DRAIN INLETS, DRAINAGE SWALES, OR OVERLAND SHEET FLOW.
11. ON -SITE BURIAL PITS REQUIRE AN "ON -SITE DEMOLITION LANDFILL PERMIT" FROM THE ZONING
ADMINISTRATOR.
12. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, IS A
VIOLATION OF NCDENR AND SUBJECT TO A FINE.
13. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN ISA VIOLATION OF
NCDENR AND SUBJECT TO A FINE.
14. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL
DEBRIS, LOGS, TIMBER, JUNK, AND OTHER ACCUMULATIONS.
15. ALL DISTURBED AREAS NOT TO RECEIVE BUILDING OR PAVEMENT SHALL BE SEEDED AND STRAW
MULCHED.
16. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
17. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM WATER
CONVEYANCE AND ANY STRUCTURES, AND /oR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED.
18. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
19. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
20. SLOPES SHOWN ON THE STORM DRAINAGE SCHEDULE ARE FOR CONTRACTOR'S REFERENCE ONLY.
CONTRACTOR TO BUILD STORM DRAINAGE SYSTEM TO THE ELEVATIONS SHOWN ON THE SCHEDULE.
21. HIGH- DENSITY POLYETHYLENE (HDPE), AS SPECIFIED, STORM DRAINAGE PIPE MATERIALS AND
INSTALLATION SHOULD BE PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
GENERAL NOTES:
1. APPROVAL OF THIS PLAN 1S NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN
FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
AFFECTED PROPERTY OWNERS.
2. ALL STORM DRAINAGE PIPE TO BE RCP CLASS III UNLESS NOTED OTHERWISE ON THE PLANS.
3. PROOFROLLING TO BE PERFORMED IN PRESENCE OF INSPECTOR USING AN OVERLOADED (ON -SITE)
TRIAXLE DUMP WITH 22 -25 TONS OF STONE, THIRD AXLE LIFTED.
4. ALL STORM DRAINAGE STRUCTURES TO MEET CRITERIA AND DESIGN SPECIFICATIONS AS SET FORTH
BY NCDOT AND CITY OF RALEIGH UNLESS OTHERWISE NOTED.
9. THE FOLLOWING CITY OF RALEIGH STRUCTURE DETAILS ARE TO BE REFERENCED FOR
CONSTRUCTION.
30.03 STANDARD DROP INLET
30.14 STANDARD DROP INLET CASTING
30.15 STANDARD STORM MANHOLE COVER
50.01 CURB DRAIN DETAIL
_195.1 STORM DRAINAGE SCHEDULE:
op
s7aa FROM TO'
STRUCTURE **RIM INV III:;' IIr V OUT f*IPfa STRUCTURE Fisrn;2irK� 1.
85
48 LF OF 15 in 0.63%
DI -1 204.90 - -- 202.50 @ MH -2 CLASS IV RCP
'111ir 195:30 =
FES -3
r- �'�gUSH TR - NE S 7 •' / 11LNUK$S 3: u1/ i Alii
ex.cEDAR PROP. LIMIT OF C0NTALT0NE -CA LC.IEN=
GRADING, TYP. 1- 800 - 6371"949
N/F GAY ....
D.B. 7357, PG. 410 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
NECESSARY TO INSURE SAFETY TO THE OU"Kic.
r 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHAL ?, ARE TO BE REPLACED ACCORDING TO
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND
THE TOWN OF MOORESVILLE UTILITIES SPECIFICATIONS.
j 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P, OR AS AMENDED.
202.00
DI-5 1 204.50 1 202.00 1 202.00
FES -6 I 1 1 201.00
161 LF OF 12 in @ 0.50% 1 MH -6A
CLASS IV RCP
QTY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
OU13LIC UTILITIES •
STORMWATER a
PLANNING
F1RE
URBAN FORESTRY
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 I fx. 704.332.1210 I www.dprassociates.net
,
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
-ARCHiTECT� - - --
ASP Consulting PLLG
2009 Davis R d
DaVids01�1 NC 2036
704-918-71546 TeL
OW ' 0 p
-
Address
Address
192.00 M r
192,00 O O
IW 8/)
CIVIL ENGINEER:
-
192.2
"192.56"`' --• O
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 -338 -1776 Tel.
704- 364 -8377 Fax.
19233
!192:16': 6• %'192.37
Charlotte, NC 28204
704- 334 -7363 Tel.
704 - 347 -0093 Fox.
/192.27
•
Fitzpatrick Engineering
Group PLLC
12"
"
s 35 ° / N/F POOLE r
704-987-9114 Tel.
704 - 987 -9938 Fax.
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f
19414 "^` -
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IN
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Z
ROP. MATTING PROTECTION
USE NAG LAVER-- -_
��3• '� SEE DTL 13, SHEET C -5`
1
♦ N/F BENTON
D.B. 1562, PG. 720
GRADING AND STORM DRAINAGE NOTES
1. BOUNDARY MAP, EXISTING SURVEYING INFORMATION, AND SELECTED TOPOGRAPHY DATA PROVIDED
BY NIALL GILLESPIE LAND SURVEYING, DATED 8 -20 -2008 AND 5 -6 -2010, NAD 83 GRID COORDINATES.
TOPOGRAPHY SHOWN OUTSIDE OF PROPERTY LIMIT IS FROM THE GIS.
2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE
GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN
ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION
PRIOR TO PROCEEDING.
5. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES IN THE FIELD BEFORE BEGINNING
CONSTRUCTION.
6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
7. ALL FILL TO BE COMPACTED TO 95% A.A.S.H.T.O. STANDARD COMPACTION.
8. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL
LIMITS, OR OTHER GRADING REQUIREMENTS.
9. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE TO FINISHED
ELEVATIONS (TOP OF PAVEMENT). REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH
CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS
CONTRACT.
10. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW
AWAY FROM BUIDLING(S) AND ACROSS NEW PAVEMENT AND /OR LANDSCAPE AREAS TO NEW OR
EXISTING STORM DRAIN INLETS, DRAINAGE SWALES, OR OVERLAND SHEET FLOW.
11. ON -SITE BURIAL PITS REQUIRE AN "ON -SITE DEMOLITION LANDFILL PERMIT" FROM THE ZONING
ADMINISTRATOR.
12. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, IS A
VIOLATION OF NCDENR AND SUBJECT TO A FINE.
13. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN ISA VIOLATION OF
NCDENR AND SUBJECT TO A FINE.
14. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL
DEBRIS, LOGS, TIMBER, JUNK, AND OTHER ACCUMULATIONS.
15. ALL DISTURBED AREAS NOT TO RECEIVE BUILDING OR PAVEMENT SHALL BE SEEDED AND STRAW
MULCHED.
16. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
17. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM WATER
CONVEYANCE AND ANY STRUCTURES, AND /oR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED.
18. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
19. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
20. SLOPES SHOWN ON THE STORM DRAINAGE SCHEDULE ARE FOR CONTRACTOR'S REFERENCE ONLY.
CONTRACTOR TO BUILD STORM DRAINAGE SYSTEM TO THE ELEVATIONS SHOWN ON THE SCHEDULE.
21. HIGH- DENSITY POLYETHYLENE (HDPE), AS SPECIFIED, STORM DRAINAGE PIPE MATERIALS AND
INSTALLATION SHOULD BE PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
GENERAL NOTES:
1. APPROVAL OF THIS PLAN 1S NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN
FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
AFFECTED PROPERTY OWNERS.
2. ALL STORM DRAINAGE PIPE TO BE RCP CLASS III UNLESS NOTED OTHERWISE ON THE PLANS.
3. PROOFROLLING TO BE PERFORMED IN PRESENCE OF INSPECTOR USING AN OVERLOADED (ON -SITE)
TRIAXLE DUMP WITH 22 -25 TONS OF STONE, THIRD AXLE LIFTED.
4. ALL STORM DRAINAGE STRUCTURES TO MEET CRITERIA AND DESIGN SPECIFICATIONS AS SET FORTH
BY NCDOT AND CITY OF RALEIGH UNLESS OTHERWISE NOTED.
9. THE FOLLOWING CITY OF RALEIGH STRUCTURE DETAILS ARE TO BE REFERENCED FOR
CONSTRUCTION.
30.03 STANDARD DROP INLET
30.14 STANDARD DROP INLET CASTING
30.15 STANDARD STORM MANHOLE COVER
50.01 CURB DRAIN DETAIL
_195.1 STORM DRAINAGE SCHEDULE:
op
s7aa FROM TO'
STRUCTURE **RIM INV III:;' IIr V OUT f*IPfa STRUCTURE Fisrn;2irK� 1.
85
48 LF OF 15 in 0.63%
DI -1 204.90 - -- 202.50 @ MH -2 CLASS IV RCP
'111ir 195:30 =
FES -3
r- �'�gUSH TR - NE S 7 •' / 11LNUK$S 3: u1/ i Alii
ex.cEDAR PROP. LIMIT OF C0NTALT0NE -CA LC.IEN=
GRADING, TYP. 1- 800 - 6371"949
N/F GAY ....
D.B. 7357, PG. 410 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
NECESSARY TO INSURE SAFETY TO THE OU"Kic.
r 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHAL ?, ARE TO BE REPLACED ACCORDING TO
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND
THE TOWN OF MOORESVILLE UTILITIES SPECIFICATIONS.
j 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P, OR AS AMENDED.
202.00
DI-5 1 204.50 1 202.00 1 202.00
FES -6 I 1 1 201.00
161 LF OF 12 in @ 0.50% 1 MH -6A
CLASS IV RCP
QTY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
OU13LIC UTILITIES •
STORMWATER a
PLANNING
F1RE
URBAN FORESTRY
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 I fx. 704.332.1210 I www.dprassociates.net
,
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
-ARCHiTECT� - - --
ASP Consulting PLLG
2009 Davis R d
DaVids01�1 NC 2036
704-918-71546 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:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 -338 -1776 Tel.
704- 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell Street, Suite 204
Charlotte, NC 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 -9938 Fax.
\\U1tIII III III /Ii�`/
\�\\,
C AR O
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR DART,
WITTHEYHE PROJECT UNDER
CONNECTION WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMIS §ION OF
THE OWNER /MANAGER OF THE FACILITY
NAMED ABOVE.
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
Project Number DPR 10003
Title
GRADING & STORM
DRAINAGE PLAN
Sheet
C -3
SHEET 4 OF 10 TOTAL
U
U
M
0
O
O
V_
O

Y
� LEGEND
EXISTING PROPERTY LINE
EXISTING RIGHT OF WAY
\ f
NOTE: CENTER LINE OF CREEK ]S-PROPERTY LINE SE... t(
TE I � EXISTING TREE TO REMAIN
:-
- - - XI TIN
E S G P ORES
_ MAP-89 11974 PAGE 100 CRdi� OBSCURES
CENTEP, LIN OF eREEK _ _ _ 850 _ EXISTING 2' CONTOUR
I
850 PROPOSED T CONTOUR
—TP TP— TEMPORARY TREE PROTECTION FENCE
•
PROPOSED LIMIT OF GRADING
� r
\_W. ✓ ; / / WATER _ {/Nh %5(/ f �`' §§ 1 - '"--_ -_ --- >/ s ®® ®� PROPOSED DRAINAGE PIPE
NOTE: (30 r
E E OF WATER Fig �O ..�� §
cHa� O/y T.. NQC/!cF 50' NEUSE1 \ ®®oI. GRAVEL RIP RAP APRON
/
POWELL (:REEK' „a FEMA 100 YEAR FLOODLINE
/ ®---� Ex.cR (BASIN IREAM7) �`'` `� �a 30' NEUSE RIVER BL�E��
NEUSE RIVER BUFFER
""- FFE
EDGED N/F J. H. POOLE
\' WATER D.B. 4852, PG-., 168
wn \ eQe °53
-ate
Rrol, � E RIV ® '" 1 \ K�` + �F�
ELIS
- -- E 1
R
+a
MAP°
N. 50, NE (i
�= USE RIVER .,. Fc 'V �Q n
U EfZ
N;"- ®RI 20>/ ESMT. O e C EXIST. TOP OF BANK
01' _ �� CONSTRUCTION EASEMENT TO � e"`'�� FS (APPROX.} '
BE OBTAINED FROM POOLE PROPERTY AO �✓�` 4« '—
J FOR SEWER CONNECTION / �� �Bfi�`- - �.z ..� -PLE
`' __ /' xIS ` PRIMARY TREE CONSERVATION
LEEK I i ONE AREA. SEE SHEET C -0
EAM 7) PROP. TEMP. SILT FENCE I VINYL
r f
SEE DETAIL # 2, SHEET C -5 � I ; � ` �..� sroRACGE
II w
/.t
N/F YOUNG �n EXIST. gE
f D.B. 30�J`5J,..PG-. 20-1 al) I v / STATUE ` 'I
r J _• L „wy ` EXIST. OW LAND AREA
/POND
r APPROXIMATE LOCATION OF 100
YEAR FLOOD LINE I
SCALED FROM FEMA FIRM
370368 1746J
EFFECTIVE DATE MAY 2, 2006
/ I 1
® _ X. STAIRS \ 0,
doom ' - -- _ _ ✓ / '� EX. STATUE \ EX. BkICK -
_ REFLECTING AVERS
POOI AREA f
86ti
1-199--1 - -- o
EX, CONK'
r L
PROP.
LIMITS E!-s � ,APPROXIMATE LOCATt N OF 100 -
OF GRADING `
•,,, _ _._ � = � ' �y YEAR FLOOD LINE
ter...... r' (TYP.) SCALED FROM FEMA FIRM
11,20
_ \
�' �' 1746 .-
/ 370368 J I \
\ { I / ` -_ _�/ '► 1!/ ,,� r- m EFFECTIVE DATE MAY 2, 2006 ` / �-
i�fi
1 ,.. �-• � � _--,. 1 1 � . � �'•,. �`�� J 13° - N/F POOLE
MAPLE
AS
PROP. RIP RAP APRON D.B. 5680, PG. 1
1
/ 5
SEE DETAIL #10, SHEETC 5
.......CONVERT EXIST. YA D INLE � �. � � i� � j "� %f i � - � '� 8� TEMP.. -SILT FENCE E7UTLET MAPLE l
\ i 18 "MAPLE
INTO GRATE TYPE OR INLET 1 / r_� ; , $ FF 206.81' ! �\ SEE DETAIL #11, SHEET C-6 ;'' APLE
RE -GRADE THIS AREA TO IRECT 1 / E / , �� EX. D
C /L:
i — —� EXIST. NyK 5 10 "LE DITCH r' Q
YARD'DRAINAGE fGNEW DROP NL,,ET. \ / \ i j ONE STORY stOEN p
CONTRACTOR TO REWORK/RE OVE, `\ ' \ ! BRICK WELI�O ; - ?� GONG- 1 Rc��%
v / DWELLING 11 �� "TWfN ! V
ADJACENT YARD INLETS AS IELD Cr. I
°., � � � I EX. GRAVEL / � EXIST. � _ M i •
` ,CONDITION DICTATES I /'� PARKING LOTS / I - ` STATUES
PROP. TEMP. SILT FENC� \ `
9 TO REAIN aREE�E C+
C - �PROP. LIMITS-­ �, - 1e0PLE SEE.DETAIL'# 2, SHEET i
,
OF GRADi r= SW
SW LP
1 PROP. RIPRAP APRON / - FF205.30' �-
SEE DETAIL# 10, SHEET C -5
i EX. STA EXIST. BRICK
RAKE � ® PROP. LIMIT OF
& TEMP. SILT FENCE OUTLET AND GRADING, TYP.
F
PLE \ ®
SEE DETAIL# 11, SHEET C-6 , \ �� EXts •TI TEM \ \ O '
A 000
\ 205 '
PROP. 50'CONSTRUC' ON, /r Q ` d 00001-,
EfJTRA E 1Q M
O 0 0 0 O ® �, d
SEE DETAIL#' 1, SHEET -5 - u O 20
_OO O / _r y r
ri t,•I \ r ,r N/F PERRY `
0
o `
0 0 0 0 0 0-- -' `� Y-05 a, i \ \ t fr ® D.B. 2236, PG. 400
\ GRAVEL _ OCt O �O O
\\ \.
PROP. `LIMIT OF DRIvE `-
\, GRADING, TYP. ,/�— `r""'
J 200 IL
X06 "® \\ 1 �) �� �;' TEMP. SILTFENCE OF
SEE DETAIL #2,- SHEETC 5
'\ • � A �- -yet_ '\., fi p \` 1 0 � - � __ ,
GRAVEL}idP�^
DRIVE 1
\1 / , , �' �\ (� / �► PROP -..NAG V4.3 LINED CHANNEL
24 LF OF, 5= 75_GHANNEL LIMIER
STAPLE PATTERN D
Ot\ .r SEE DETAIL #12, SHEET C -5
N/F BENTON
D.B. 1562, PG. 720
PROP. YARD INLET PROTECTION (TYP.)
1
SEE DETAIL # 4, SHEET C -5 - �' -- \ �\ 20 `
PROP. TEMP. SILT FENCE
SEE DETAIL #2, SHEET C -5
I 207
STREET PROTECTIVE YARD / \ \\ \\ �'1p
AREA. SEE SHEET`G 0,
MINVAM r I ~
PROP TEMP. C01R ROLL u. ° -__.� ...
SEE DTL' \12, SHEET C -6`, "� '"'°°-!�
'(TYP.) � _
z �' PROP. LIMIT OF
GRADING TYP.
1 N/F GAY
D.B. 7357, PG. 410
.. BEFORE YOU DIGS
' CON'T'ACT ONE - CALF` CENTER
\ I 1- 800- •632�'
bl
1 CONTRACTOR IS FULLY RESPONSIBLE FO R IGON TACTING APPROPR I ATE PARTIES AND
I BEARINC�SYSTE
B.�SED ON�BOOK _ - -- _- - ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
\ a OFj MAPS 1974 -10 u�j W
l \ 1 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
NECESSARY TO INSURE SAFETY TO THE P .130C_ SCALE: 1 ° = 40' (I
MAFK
GRIDMONUMCNT 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT; ARE TO BE REPLACED ACCORDING TO
169DRD 1960, STANDARDS OF THE NORTH CAROLINA DEI?ARTMENT OF TRANSPORTATION AND Q 40 $O
ELEV' TION 22167
< r�\ THE TOWN OF MOORESVILLE UTILITIES SPECIFICATIONS.
-
' l I I -
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P, OR AS AMENDED.
EROSION CONTROL NOTES:
1. ON -SITE BURIAL PITS REQUIRE AN "ON -SITE DEMOLITION LANDFILL PERMIT' FROM THE ZONING
ADMINISTRATOR.
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF NCDENR AND
IS SUBJECT TO A FINE.
3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION
OF NCDENR AND IS SUBJECT TO A FINE.
4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO
ACHIEVE EROSION CONTROL ON DENUDED AREAS AND ESPECIALLY WHEN THE CONSTRUCTION
SEQUENCE REQUIRES IT. ALL GRADED SLOPES ARE TO BE SEEDED OR LANDSCAPED WITHIN 21
DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 21 DAYS.
5. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE
ADEQUATE TERRACING.
6• NON- STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT -OF -WAY REQUIRE AN
ENCROACHMENT AGREEMENT WITH THE MOORESVILLE DEPARTMENT OF TRANSPORTATION.
7. ALL RIP RAP APRONS TO BE INSTALLED AT 0% SLOPE
8. THE SOIL CLASSIFICATION IS SANDY CLAY (CL, CH) AND SILTY SANDS (SC, SM)
9. THE TOTAL DENUDED AREA IS 1.80 ACRES.
SEEDBED PREPRATION
GRADE SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN
THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL
DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 14 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH COVER DEVICES,
OR STRUCTURES SUFFICIENT TO RETAIN EROSION.
GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING OF
RE IF MORE THAN ONE
MORE THAN ONE (1) AC CONTIGUOUS ACRE IS UNCOVERED, A GROUND COVER
SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDED WITHIN 14 CALENDAR
DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING
rUNDERTAKEN.
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN,
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP. TOTAL
SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO
THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION.
SURFACE FOR FINAL SEEDBED PREPARATION AT FINISHED GRADES SHOWN SHALL BE REASONABLY
SMOOTH AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS.
IN ADDITION, PROVIDE 15 LBS /1000 S.F. OF SUPERPHOSPHATE.
5 IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT.
& LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED
PREPARATION.
7. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD CONDITIONS.
8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN TWO DAYS AFTER MULCH IS SPREAD.
9. ALL SLOPES GREATER THAN 2.5:' SHALL BE STABILIZED WITH JUTE MESH.
ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C. EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, USDA, U.S. SCS, AND CITY OF RALEIGH
ENGINEERING DEPARTMENT.
THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE
CONTACT WITH THE NCDENR -DLQ INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED
AT APPROPRIATE STAGES OF CONSTRUCTION.
SEEDING SPECIFICATIONS
3:1 SLOPES OR FLATTER:
1. APPLY AGRICULTURAL LIME AT THE RATE OF 90 LBS /1000 S.F.
2. APPLY 10 -10 -10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS /1000 S.F.
3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES:
DATE: TYPE: PLANTING RATE:
AUG. 15 - NOV. 1 TALL FESCUE 300 LBSIAC OR 7 LBS /1000 S.F.
NOV. 1 - MAR. 1* TALL FESCUE AND 300 LBSIAC OR 7 LBS /1000 S.F.
ABRUZZI RYE 25 LBS /AC OR 1/2 LB /1000 S.F.
MAR. 1 - APR. 15 TALL FESCUE 300 LBS /AC OR 7 LBS /1000 S.F.
APR. 15 - JUL. 30 MULLED COMMON BERMUDA GRASS 30 LBS /AC OR 112 LB /1000 S.F.
JUL. 15 - AUG. 15 TALL FESCUE AND 300 LBSIAC OR 7 LBS /1000 S.F.
BROWN TOP MILLET, OR 35 LBSIAC OR 3/4 LB /1000 S.F.
SORGHUM SUDAN HYDRIDS 30 LBS /AC OR 3/4 LB /1000 S.F.
4. MULCH WITH STRAW APPLIED AT THE RATE OF 75 -1000 LBS /1000 S.F.
* HEAVILY MULCHED DURING JANUARY - MARCH PERIOD.
SLOPES GREATER THAN 3:1
1. APPLY AGRICULTURAL LIME AT A PZATE OF 90 LBS /1000 S.F.
2. APPLY 10 -10 -10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS /1000 S.F.
3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES:
DATE: TYPE: PLANTING RATE:
MAR. - JUN. 1 SERICEA LESPEDEZA 50 LBS /AC OR 1 1/2 LBS /1000 S.F.
(SCARIFIED) AND
MAR. - APR. 1 ADD TALL FESCUE, OR 150 LBS /AC OR 3 1/2 LBS /1000 S.F.
MAR. - JUN. ADD WEEPING LOVEGRASS 5 LBSIAC OR 1/8 LB /1000 S.F.
JUN. - SEPT. 1 * ** TALL FESCUE AND 60 LBSIAC OR 1 1/2 LBS /1000 S.F.
BROWN TOP MILLET, OR 35 LBS /AC OR 3/4 LB /1000 S.F.
SORGHUM SUDAN HYBRIDS 30 LBS /AC OR 3/4 LB /1000 S.F.
SEPT. - MAR. 1 SERICEA LESPEDEZA 70 LBS /AC OR 1 3/4 LBS /1000 S.F.
(UNHULLED - UNSCARIFIED)
TALL FESCUE 150 LBS /AC OR 3 1/2 LBS /1000 S.F.
MILLET OR SUDAN 20 LBS /AC OR 1/2 LB /1000 S.F.
4, MULCH WITH 6" STRAW APPLIED AT THE RATE OF 60 -70 LBS /1000 S.F. AND ANCHOR
WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14 -28 GAU1000 S.F.
OR 800 -1200 GAUAC.
* ** TEMPORARY RESEED SEPT. 1 AT RECOMMENDED RATES.
CONSTRUCTION SEQUENCE
1. OBTAIN GRADING /EROSION CONTROL PLAN APPROVAL FROM THE CITY OF RALEIGH, STORMWATER
DEPARTMENT.
2. CONSTRUCTION SITE OPERATORS FOR DISTURBED AREAS OF 1 ACRE OR GREATER TO SUBMIT INFORMATION
REQUIRED BY THEIR NPDES PERMITS TO THE CITY.
3. SET UP A ON -SITE PRECONSTRUCTION CONFERENCE WITH THE CITY OF RALEIGH EROSION CONTROL
INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48
1 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION AND IS SUBJECT TO FINE.
4. STAKE THE LIMITS OF GRADING, INSTALL TEMPORARY CONSTRUCTION ENTRANCE, ORANGE FABRIC TREE
PROTECTION FENCE (AS APPLICABLE), SILT FENCE, DIVERSION DITCHES, AND OTHER MEASURES AS SHOWN
ON EROSION CONTROL PLAN. CLEARING AND DEMOLISHING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
5. CALL FOR ON -SITE INSPECTION BY CITY INSPECTOR. WHEN APPROVED, ENGINEERING INSPECTOR ISSUES
THE GRADING PERMIT. BEGIN DEMOLITION AND DEBRIS REMOVAL AS NECESSARY AFTER PERMIT ISSUANCE.
6. START GRADING AND INSTALLATON OF THE STORM DRAINAGE SYSTEMS, CURB AND GUTTER, DRIVEWAY,
PARKINGS, AND OTHER INFRASTRUCTURES. INSTALL INLET PROTECTION AT ALL INLETS. CONTRACTOR TO
GRADE THE BROAD SWALE WITHIN THE 50' STREET PROTECTIVE YARD EARLY IN THE PROCESS, THEN PUT UP
THE TREE PROTECTION FENCE FOR THIS AREA TO PROTECT THE SOIL FROM FURTHER COMPACTION AND /OR
CONSTRUCTION ACTIVITY. CONTACT FORESTRY (MARY ANN METCALF @ 919 - 516 -2562) FOR FENCE INSPECTION.
7. MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. ALL DENUDED AREAS TO BE STABILZED
WITHIN 14 CALENDAR DAYS.
9. FOR PHASED EROSION CONTROL PLAN, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR
PRIOR TO COMMENCING WITH EACH STAGE OF EROSION CONTROL MEASURES.
10. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF RALEIGH
STORMWATER DEPARTMENT, N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, AND
THE U.S. DEPT. OF AGRICULTURE, U.S. SOIL CONSERVATION SERVICE.
11. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE CITY
EROSION INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF
CONSTRUCTION.
12. COORDINATE WITH EROSION CONTROL INSPECTOR TO SCHEDULE A FINAL INPSECTION PRIOR TO REMOVAL OF
EROSION CONTROL MEASURES.
13. PER MONITORING REQUIREMENTS AND NPDES, THE SITE IS TO BE INSPECTED AT LEAST WEEKLY AND AFTER AN`
RAINFALL OF 1,2 INCH OR MORE AND A LOGBOOK OF THIS KEPT BY A CERTIFIED EROSION CONTROL INSPECTOR.
landscape architecture
planning
160 civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.: 32.12041 fx. 704.332.1210 1 www.dorassociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
Mr. Brian Bumann
Address
Address
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 -819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte NC 28204
704 -3321 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 -364 -8377 Fox.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell 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
704 - 987-9114 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 MART,
FOR ANY PORPOSE OTHER THAN IN
CONNECTION WITH tHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESgED WRITTEN PERMISSION OF
THE OWNER/MANAGER OF THE FACILITY
NAMED AB0
THIS DRAWING IS NOT TO BE SCALED FOR
GATED GENENAL
IND >TISNFaR REFERENCE 0 lY.
Drawn HN
Checked HN
Date JULY 20, 2010
Revisions:
1
9 -22 -10
PER C.O.R. 1ST REVIEW COMMENTS
Project Number DPR 10003
Title
SEDIMENT & EROSION
CONTROL PLAN
Sheet
C -4
SHEET 5 OF 10 TOTAL
2
D
V

GRATE PER CITY STANDARDS
USE STD. NO. 30.13 OR 30.14
1/2- PLASTER- �J-- 14 2
J
8" MINIMUM; OVER 8' DEEP, a
12" MINIMUM UP TO 6' .. a
FROM TOP - CURB, ' . o ° >
b° ° ° °
° N < .° °
° . .
°°
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3000 PSI CONCRETE . ,,, , . .
ONCRETE ° . ° 0
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4' -4"
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- DRAWING NOT TO SCALE -
NOTES:
1. FOR 24" RCP & LARGER USE
PIPE DIAMETER PLUS 12" FOR
MINIMUM INSIDE DIMENSION.
2. 24" X 24" CASTING NTH 12 ",
15" & 18" PIPE, 24" X 36"
CASTING USED WITH 24" PIPE
OR LARGER. IF PLACED WITHIN
PUBLIC R/W CASTING MUST BE
TRAFFIC BEARING TYPE PER
NCDOT STANDARDS.
3, USE 4" X 4" X 8" OR 4" X 8" X 16"
SOLID CONCRETE BLOCK. CAST IN
PLACE OR PRECAST CONCRETE TO
MEET N.C.D.O.T, STANDARDS
ACCEPTABLE.
4. FOR STEP REQUIREMENT; SEE NOTE
2 ON STANDARD NO. 30,01.
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF AP RON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THE
APRON SHALL HAVE A CUTOFF OR TOE WALL
AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECiEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
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1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF AP RON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
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5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
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6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
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8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
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9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECiEVING CHANNEL
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USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR
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ANNE DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, Nd= 28204
URBAN FORESTRY ''
- ph. 704.332.1204 1 fx. 704.332.1210 i www.dprassociates.net
OWNER:
Phat Tich
Uan Nanh
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AAdI41TECT: _ -- __ _ -__
ASP Consulting. PLLC
tOI(d Davis C R 8dp3C>
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918 -154 7
DESIGNER:
PLAN
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CONTRACTOR TO COORDINATE
1
30" TO FACE OF CURB OR SIDEWALK
DPR Associates, Inc.
EXACT REBAR HOLE SIZES AND
704 -332 -1204 Tel.
704 - 332 -1210 Fax.
42" TO FACE OF BUILDINC
K.M. Armstrong
LOCATIONS WITH WHEEL STOP
1111 The Plaza
Charlotte NC 28205
704- 3
336' -1776 T
MECHANICAL & PLUMBING ENGINEER:
MANUFACTURER.
212 North McDowell Street, Suite 204
Charlotte, NC 28204
8
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius NC 28031
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PDA 5 (re+cA° of «*+ APF MjDE STATE, AND FEDERAL RULES AND REGULAfiONS. \ r
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ANON.- AEIlIIIE YDDMMCIE LA MA PuOltc UIILI TIES landscape architecture .(
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PLANNING civil engineering
FI'RA ASWUPIA LAS''MNRAS O1R!=AM1N1%
FEV.O/N5
FEE
ANNE DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, Nd= 28204
URBAN FORESTRY ''
- ph. 704.332.1204 1 fx. 704.332.1210 i www.dprassociates.net
OWNER:
Phat Tich
Uan Nanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
AAdI41TECT: _ -- __ _ -__
ASP Consulting. PLLC
tOI(d Davis C R 8dp3C>
7D4 9
918 -154 7
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:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte NC 28205
704- 3
336' -1776 T
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell 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
704 - 987-9114 Tel.
704 - 987 -9938 Fax.
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
FOPLI TED OR USED IN WHO OR PART
R PURPOSE OTHER THAN IN '
CONNECTION WITH tHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER MANAGER OF THE FACILITY
NAMED ABOVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, 1S FOR GENERAL REFERENCE ONLY.
Drawn HN
Checked HN
Date APRIL 19, 2010
Revisions:
1 9
9 -22 -10 P
PER C.O.R. 1ST REVIEW COMMENTS
Project Number DPR 10003
Title
SITE DETAILS PLAN
Sheet
C -5
r
0
0
0
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CD
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V_

GENERAL NOTES.
1/8" RADIUS
1/8" 1. A GROOVE JOINT 1" DEEP .WITH 1/8" RADII SHALL BE REQUIRED
iN THE CONCRETE SIDEWALK' AT 5' INTERVALS. ONE 1/2"
1/2" EXPANSION JOINT EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO ACCESSIBLE PARKING REQUIREMENTS
FF
w a • 1 /$" TO 1 /4" ° SIGNAGE -�� ACCESSIBLE R UTE
l7Rf\ /SWAY �RAn�� z - � �� a A r-Yrr-r) Rn' Arm kAATrkJrnir_ "�ili7eNSInAI /C`nNICTRIIt Ilnnl .InINT INI CAl cal Cf1 (rl (n tQV unTC z \=
j ° ' ADJACENT CURB. A SEA k0 1/2" EXPANSION JOINT WILL BE
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
EXISnNC :::; 7 - PROPOSED CURB 8c • 4° ° 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
OR +25% GUTTER a a \-. PROPOSED DRIVE WAY SIDEWALK 4..• • °° •' %a 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A
PAVEMENT GUTTER LiNE a <•
/ `APRON +16yyJ PROPOSED 4" CONCRETE SIDEWALK .° MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS
+z.os% !!!! JOINT FILLER ° °
/ yyy_IN= -4x I DISTRICT WILL BE DETERMINED BY THE CDOT.
: •. 666 ill.l - = I -•
_ DETAILS SHOWING EXPANSION JOINTS 1/2"
� 4. WIDTH OF SIDEWALKS ON NON- THOROUGHFARE STREETS SHALL
+14.6% -2.08%
TRANSVERSE EXPANSION GROOVE JOINT iN SIDEWALK BE A MINIMUM of 4
- IN CONCRETE SIDEWALK
2' 4' S' S' S' ?sue JOINT I N SIDEWALK 5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
STREETS.
A. CURB & GUTTER , SIDEWALK SECTION 3 CONCRETE SIDEWALKS 6. CONCRETE COMPRESSIVE'STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
NOT TO SCALE 7. ZONING CONDITIONS MAY'; REQUIRE ADDITIONAL WIDTH SIDEWALKS
WHICH SHALL SUPERSEDE :,THESE STANDARD DIMENSIONS SHOWN.
i
s
VARIABLE 6' 8' 5'
PAVEMENT MOTH SHOULDER
WIDTH
114" /FT 1/2" RADIUS 6 1' -0"
6
OR +1 3° RADIUS
114 " PER FT. -2.08% +8% 1
111 = 111 =11{� -
. .... . ...... ...... .....
- 8.351 51
OR Ill�l� ° : .' `. 1/8" RADIUS
1 %FT ry
B. SHOULDER SECTION V -6-
IF O THE SLOPE BETWEEN THE TOP OF CURB AND GUTTER 1' -6" STANDARD CURB AND GUTTER
AND A POINT 30 FEET FROM THE CURB AND GUTTER
EXCEEDS 209 THIS SLOPE CAN BE ADJUSTED TO A - DRAWING NOT TO SCALE -
MAXIMUM OF 8.339 ( 1 " /FT) UP OR 4.177. (112" /FT )
DOWN. CiTY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE: 7/3/00 DRAWN BY.- JT8
1 516104 WDP DRIVEWAY 2 STANDARD 18" C &G
GRADES NOT TO SCALE
STD. # 20.04
RECOMMENDED MINIMUM COMPACT
,j NOTES:
1. FOR ACCESSIBLE PARKING
UL) i STANDARDS /SIGNAGE SEE STDS.
N �^ 50.10A, B, AND C.
ZD
PAVEMENT MARKINGS SHALL BE 4"
`
MINIMUM NUMBER
OF ACCESSIBLE SPACES
MINIMUM NUMBER OF
ACCESSIBLE SPACES REQUIRED
PROVIDED
SPACES REQUIRED
TO BE VAN ACCESSIBLE
SACK OF Ot111B ^•t
F �8(�py;q�y�� gN,Ik ,H 1 NITES: MORTAR JOINTS i:2" I/- tB" IMICK.
� -Bd-C "a"
��.
Hw
Tm
,1y g
,,.�". X t
1 "
.Ml. "03-
4 O •- 'ELEVATION
USE CLASS OUNOSETE THRMMOLIT.
USE FORMS F011 CONSTRUCTION OF THE EOrTON BLAB-
ORDUCT FOR PIPE48) FROM TOTAL CU.. YOB. OF BpTOK MASONIIYM.I�
;
yt� ©
i+4
a cn
Y Y
}x}-
_-h._._.•.
Jj
USE B4 BAR DOWELS AT 72" MTERS.
lIYBR 8' ix DEPTH MTM STEPS 12
i•- rte(.?'
w
M. -i
N• -'NOD'
Gi m ,+.`j -4
,,,,,_A �„- . -, -
_
•"
y ...LLL...L. [L
1.111E ALL .1 BASTTAS -G"
ON CENTER. USE 9FEP8 mu COWLY WITH STO. fdFAWf1fG 840
USE TYPE "E ", °P'" ANO "O" OATES UNLESS OTHERWi9E INDIOAT6 -,,.
Wes¢[. IL-
�'n z
-
8
USE GBTCK OR CONCRETE BLOCK WHICH OOMPLIES NETH THE BEIW3R6MRPtTB
B
GE0'rIt1N OF THE STANDARD BPECIFICATiONS,
I 4T 'CJ
G�-n
401 TO 500
8" 6" i'
Nix.` '� rr ^^"` -,.. t-
OF a40
IV REINFORCED CONCRETE PIPE 19 SET IN BOTTOM BLAB OF ROX A0 •TO aL+Li
(� -jx,,. G,�
I
]k � D
1 IN EVERY 8
ACCESSIBLE SPACES
btlx_
AS SHONN DN STD. NO, 040.09.
1P-' L 0 B a FROM OPSUFUWWAL@ ^AND 8" WA F 7! AWAi 1J,
(y f y
° C
i�
V 4,
EACH 100 OVER 1000
-L... .,, _.._._ -..-..
11'•4 DUANTITES To BE ADJUSTED ACCORDINGLY..
t.,M
.K...I
rna r
PLC O-x
W_., _
�' :. :
..
GMSTFIUCT Y41TH PIPE CROWD MATGHIRG.
W Q.
� N
SECTION X -X
CHAFER ALL EXPO6E0 CORI4ERS 1',
tD
(_0
i__
a
m TOP ELEVATION a %D DRAWING NOT TO SCALE.
a - E.9A + -6N9TE AND HOOD.. ^TOP ELEVATION
STEM. 6T0. NDe 0AD.88
i STEPS STD. ND89Di 88 - , -,_,_. _
rn
r, ....MIN:.. m
y "° ����� .-TOP ELEVATIOK
•. -�.
Gi
NOiM1AL CURB AND GLIrTER ON tJGF1TGRAOfiB
41..
ry
Uff
r-
FOR ANY PURPOSE OTHER THAN IN
CONNECTIQN WITH THE PROJECT UNDER WHiCH
IT WAS ppKKOVIDED OR DEVELOPED WITHOUT
THE EXPRES ED WRITTEN PERMIS §ION OF
THE OWNER MANAGER OF THE FACILITY
NAMED ABOVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
av Co
Fi
C)
rn
'✓�' .,.L
SECTION Y-Y
_D
A"
8" D MIN.
V
e., x _: ' 1 "
MIN. f y `
r
III
m a.
cc -
��...
E HB "W" BARS 8' EXPANSION JOINT
So USE on BRAD S OVER 2-t
MIN.
©
J7
°
.L________ -_:_.. .'___/jj
s•
8 `MIN.. c : c^ �i , ;, t. -
_ $£CTION d..1
✓, ....... _
a•
;Q
EXPANSION JOINT 1, O'.'• I"L. 1
W,15REWTOWPIPSMUSOD
;rTtaN iii -lI1 3- '-GEE NOTE
i`
°�" ems••
M4 BASS "U" ;,1'2n B "- ----•� ``-DEPBE88FA SLITTER LINE
WHEM42'T034' MPS IS USED
}.�
flIBEA 11T. WHERE 3D' TO Mr PIPE 0 USED
Title
-1;
Sheet
O
OD
SECTION A -Ii NDIUML GUTTER ON STEEP
B
AA
E = A
i
wI I H m
0
M"ENE4X'TO64OW&SU9E0 .
4
-
^T.
pErAIL 8NOWINs/
OF I$ER
PLAN
Lo of 2
.��
840.w 1
TOP SLAB
o a o WHITE PAINT.
O O
U 1 U U
_j ALTERNATIVE PARKING ANGLES,
3 AISLE WIDTHS, AND OPERATION
ANGLED IL
L .1. „�., �� .I.._- ,.� �_, ..I. - I - I REVERSE-ANGLE PARKING) WILL
18' -6" 26' -0" 18' -6" 18' -6" 23' -0" 17' -0" 16' -0" 21' -0" 15' -0" BE CONSIDERED BY CDOT ON A
PARKING ANGLE 90° CASE -BY -CASE BASIS.
(TWO WAY OPERATION ONLY) -�
WATTLE DETAIL
4 PARKING STANDARDS
NOTEBt
USE MINIM 12 JR. OtAYECER 6KOELS100 RATTLE.
USE
STAKE ON.
SE 2 FT. NDaDEx s WITH A 2 I N. BY 2 IN. CROSS
.•r"""� DNLY INFIALL WATTLEtB) TO A HEIWT IN DITCH 80 FLOW 1RILL ROT.
tI1A071 AROUND WATTLE A1Ai amm DIto" SLOPES AND AS DISECTib
9t► Inns " INSTALL A MINSWL OF 2 uPSLOP6 STAKE6 AND 4 DWlfxgtOPTC
A TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK ANSI 260.1 -2004 MW OF PAVIRMBNT S7AK68 AT AN AtIBLp 4d WCtKIp WRITES TO BOTTOM OF DITDH.
ALL ( ) EXCELSIOR WATTL,E'-^' '" FORMED °NOT LESS NTtM 112" ° IN �>
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN, ROOT BALL DIA MIN. ROOT BALL DEPTH `v
2" 12 -14' i6' 24" 16" �1'<vQ��"
INSTALL STAPLES APPROXIMATELY EVERK t tIXEA6 QODT DN
3" 14 -16' t8' 32" 21" , �' 80TH SIDED (KE LTATTi.EA118 AT EACNENS TO SfiDLiRi' It To ills
VATTING °• INSTALL MATTING IN ACOORbANIDE WITH SUCT104 1857 OF THE
NOTES: ,SLOPS fiTANDARO SPQCIPIOgTSONS.
1. REMOVE WiRE AND NYLON TWINE FROM BALL AND CANOPY. NNI
I$OITRIC VZ /
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
TOTAL PARKING SPACES
MINIMUM NUMBER
OF ACCESSIBLE SPACES
MINIMUM NUMBER OF
ACCESSIBLE SPACES REQUIRED
PROVIDED
SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
1
301 TO 400
8
1
401 TO 500
9
2
501 TO 1000
2% OF TOTAL
1 IN EVERY 8
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
1 IN EVERY 8
° C
i�
V 4,
EACH 100 OVER 1000
ACCESSIBLE SPACES
SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA).
SEE 4.1 2 (5) (d) FOR MEDICAL CARE FACILITIES
SEE STD. NO
50.09 FOR
DETAILS
VAN
CCESSIBL
SPACE
ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
o a o
VAN R7 -8e RESERVED s
ACCESSIBLE 12 "x6" 1 PARKING R�TCD PARKING
DISABLED
12 "x18" 4UTCD
7 -8a
RESERVED
PARK PARKING
PASSENGER i 2 "x 18"
- CITES' MUTCD
1. ALL 12 "x18" ACCESSIBLE SIGNS (R7 -8a & R7 -1) SHALL BE MOUNTED AT 7 FEET FROM R7 -811 LOADING
GRADETO BOTTOM EDGE OF SIGN FACE ( MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 12 "x18" ONLY
5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHiCH
PEDESTRIANS ARE NOT EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, ( MUTCD) R7 -SD
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA REQUIRED ACCESSIBLE MAXIMUM: 12 "x9"
DEPARTMENT OF TRANSPORTATION SUPPLEMENT. RESERVED PARKING SIGN PENALTY
250 `
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA. MAXIMUM
PENALTY R7 -8D SEE STANDARD NO. 50, kOC FOR
$ 250 12 "x9" SUPPLEMETAL SIGN DET t
SEE STANDARD NO. 50.10E & 50.1OC FOR
SUPPLEMENTAL SIGN DETAIL
s ACCESSIBLE PARKING AND SIGNAGE STANDARDS
NTS
8'
8'
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ASP Consulting PLLC
-•tl�
VAN
CCESSIBL
SPACE
ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
o a o
VAN R7 -8e RESERVED s
ACCESSIBLE 12 "x6" 1 PARKING R�TCD PARKING
DISABLED
12 "x18" 4UTCD
7 -8a
RESERVED
PARK PARKING
PASSENGER i 2 "x 18"
- CITES' MUTCD
1. ALL 12 "x18" ACCESSIBLE SIGNS (R7 -8a & R7 -1) SHALL BE MOUNTED AT 7 FEET FROM R7 -811 LOADING
GRADETO BOTTOM EDGE OF SIGN FACE ( MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 12 "x18" ONLY
5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHiCH
PEDESTRIANS ARE NOT EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, ( MUTCD) R7 -SD
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA REQUIRED ACCESSIBLE MAXIMUM: 12 "x9"
DEPARTMENT OF TRANSPORTATION SUPPLEMENT. RESERVED PARKING SIGN PENALTY
250 `
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA. MAXIMUM
PENALTY R7 -8D SEE STANDARD NO. 50, kOC FOR
$ 250 12 "x9" SUPPLEMETAL SIGN DET t
SEE STANDARD NO. 50.10E & 50.1OC FOR
SUPPLEMENTAL SIGN DETAIL
s ACCESSIBLE PARKING AND SIGNAGE STANDARDS
NTS
3. STAKING IS REQUIRED FOR ALL TREES iN R.O.W. OR UPON /
REQUEST OF ARBORIST. LO _ 2' MAX. UPSLOPE
3/4" NYLON STRAP GG
4, REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A r SUP KNOT VAIN STOP KNOT. "STAKE TURAL GROUND T111Wx
LEGAL MANNER. HE
8' LARGER THAN FREE DIAMETER INSET A INSST B
ROOT CROWN TO
5. RESEED UNMULCHED, DISTURBED AREAS. BE AT FINISH GRADE KEEP UNKCI" aTOOA2 FROM
4" HIGH / V WIDE MAXIMUM \
BEAM OUTSIDE OF ROOTBALL 4" MAXIMUM MATTING '� " r ��y!ryWl•�••f jl
LAYER OF MUL04 �T O SLOPE j UPSLOPE [I(7ATE�LOPM�� �F• M
CROSS SECTtQN f SAKE STAKE < `L
3- f "x2'x18" WOOD STAKES 4� / %.. f /
WITH CENTERED 3/8" HOLE '� L DITB / ._'- •- ..•".' > V1 2 ^i' (-
DRIVEN IN LINE WITH STRAP i
EQUALLY SPACED MOUND TREE Flt115Fi GRADE TTI z 1y
t` :? Dr -4Q�p�
r
SIN" STAKE LO NATURAL GROUND FLOW _ G) � _4=
sy
wtk
1+( = cn - - - 3 f# -- Lu
FROM REMOVE TYPICAL
CROWN EXCESS SOIL ' i ry"L BAOLFlLL AS SPECIFIED �' Bet Tnt" 0 \ MATfrNti�, G7
-a,- I `... I 0 °1-r ¢
�'� it':1� 0'1111 ~ l D` •� ~'
DO BURLAP ETa UNrnSTURBEO SOIL MATTING g' DOML( H ~ VARIABLE �- ° o
CROSS 49CTIC� S
Roor BALL rnA 1z" TAKE z DIMENSION 0
REMOVE TOP 1/3 OF WIRE VARIES TOP 1201 AL DITCH "y�,t' .. ;
BASKET WHERE PRESENT TOP 'Vlow 1/ WIRE MESH,-"\ SEDIMENT CONTROL STONE W
GENERAL NOTES; �---" �'
RAISE PR BOTTOM TO SET ROUT CROWN
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT z ft
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL
co CONTROL. 1 f# min
5 TREE PLANTING (FOR SINGLE &MULTI -STEM TREES) 12 m -= a
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
0 WITH 14 INCH MESH OPENINGS. z
NOT TO SCALE >Y' z INSTALL 5 FT. SELF FASTENER ANGLE STEEL
F_ r POST 2 FT. DEEP MINIMUM. O
lotM
cc
m i SPACE POST A MAXIMUM OF 3 FT.
VARIABLE AS rnPECiFIf, 9Y 71iE'kN41NEER°
SPACING VARIES ABNwosw
I SEE LANDSCAPE PLAN 3 t WIRE MESH,\
FOR REPAIR OF SILT TREE PROTECTIOry AREA m C7 SEDIMENT CONTROL STONE•,
NOTES:
FENCE FAILURES, USE MIN. to c DD NOT ENTER wN. 12-1/2 ca '� p !- I ft min t, p W
No. 57 WASHED STONE.
LINE rnals INTERMEDIATE i_.. z
v FOR ANCHOR WHEN SILT 1. SCARIFY ROOT MASS OF - WIRES ti d IIE
TREE PROTECTION PREA I n L^' a
w 18' FENCE IS PROTECTING CONTAINERIZED PLANT MATERIAL TIP. CC LAR -/ .f 1 S/ WATER FLOW -- -•a�'• 9'.
FENCE 1 ,�.•
T- - W
a0 z T I ill_ 1r w M
_ i
' DO NOT ENTER � CATCH BASIN. MIN. 2° HT. � „L� "„�, O � JI I �. III-.- i f -- I IL I ± I- i� J
:r 2. INSTALL CONTAINERIZED PLANTS AT `Y,S{
FiNSHED GRADE 4" LAYER
WARNING SIGN DETAIL n is
a' MAX. MULCH p / ,.STEEL POST - 2 ft DEPTH z Q
OF APPRO'%ED � � .�:
VARIABLE AS DIRECTED BY THE ENGINEER 3. TAMP PLANTING MIX FIRMLY
STEEL POST AS PIT I5 FILLED AROUND WNW - EK 11E93TANT -� N
HIGH - tIXS0.E snmrRml, m 1/4 WIRE MESH;
WOVEN WIRE FABRIC P01-Y BMPoCAOE FADPoC CTYPicAL1 $ 2 ft lid
WARNING SIGN EACH PLANT BALL. 6 ••'� s ,r w.. • •
n 0-
SILT ENCE GEOTEXTILE FABRIC TREE PROTECTION AREA ;
4. OMIT COLLAR AROUND EACH SHRUB tt< t •rte '` i' ' '''° 'w `'31 FRONT .VIEW
MIN, t0 G DO NOT ENTER U �_r'.,N�: .'• °.•C . :a;� ,a5 `.::v`p•' •:
� MIN. 12 -1/2 G0. # : � „•c• „';;
nFILL SLOPE LINE PARES INTERMEDIATE WHEN IRRIGATION SYSTEM IS PRESENT. "V" TRENCH AROUND
ENTIRE PLANTING BED STILL POST
•*`' SILT FENCE FABRIC I WOVEN WIRE FABRIC HEFT t OF 1 SHEET 1 OF t
. ,',,�:• INSTALLED TO SECOND 5. SOAK EACH PLANT BALL AND 1 ` Y " WARNING BGW 'b"
n r
GRADE ORE FROM TOP �A� PIT IMMEDIATELY AFTER EDGE OF TAMP SOIL MIX UNDER Ml�al�'t�tie sTMREItTc1H
INSTALLATION. PLAP TING BED LNT MIX EACH PLANT BALL TO 11606.011 SOS. �1
POLY TE14SLE FABRIC (TYPICN.) "
- N I IN- NI TIN= INNIIIININIIIIN11�(NIN _ TREE PROTECTION AREA
_ __ _ T
oVER KIRT + MINIMIZE SETTLEMENT
" EXTEND PARE 8' MIN. INTO TRENCH TYPICAL PLANTING BED DETAIL R ; °° NOT ENTER STANDARD SILT .FENCE OUTLET DETAIL
AND ANCHOR SKIRT AS
DIRECTED BY ENGINEER " WARNING SIGN DETAIL
SIDE VIEW FRONT VIEW CROWN HEIGHT _
IN INCHES
EQUALS MEDIAN 0 0 0 o TYR CITY RALEIGH
NOTES: WiDTH IN FEET ROWS WARNING SIGNS TO BE MADE OF DUNA84! ,MEFTiEAPR00F MATERIAL
C1 T L 4`- fR ��E� VH
STAGGERED NOTES
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL TO 12" MAX. \ FINAL o 0 o SGINS S AL BE 3' ACE M T W 1AX" NVERIM AND sPAmI AS DETARfo.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. \ \{i //��"" SIDE VIEW MAC SMALL BE PLACED AT sF wUauw++vTEmArs ALL CONSTRUCTION MUST A R ACCORDANCE WITH ALL LOCAL,
( GRADE FOR T A 5 9 ECM END OF uvEaW TREE , IN EWMC AAD 3o• DH tOJNTFR THEREAFTER. OIEIL STATE, AND FEDERAL RULES AND REGULATIONS.
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. - 1 ET1R TREE PR07ECRCN A17Ei{B LE35 THAN .'tOG,•,M- POaME7ElL � '7MDE NO t£SS tNN'E 0rE ^Wfw PER flN17ECRd1 AREA.
4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER, 0 0 9 ATTACH SIGNS SECURELY TO FOX POSTS AND FAS
5. FOR TREE PROTECTION AREAS LESS THAN 200` IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. 10• Lam•) MANT N ADDITIONAL SI NS MAY BE OPUM iHBY.OIT OF DURA7KN OF PROJECT:
G. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MACE A SIGNS MAY BE D OUR'a'D BY CITY lY•' RAtENir AVSPE000NS OENTER ENi BASED ON ACRIAC A1EID GONgnGNS
-- 10' () EXISTING PUCE " ETGN AT Fw°' END OF Lf1iAR TREE FROTECTKrl ""° °' LF!IiER 1HERE4FTER. TRANSPORTATION SERVICES
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. EQUAL SPACING EDGE OF Uza
GRADE
S. ADDITIONAL SIGNS MAY BE RE(XiREO BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. BETWEEN ALL PLANTS BknNTING NOTE: FOR TREE PROTECTION':QNLY
9, PLACE A SIGN AT EACH END OF UNEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. PUBLIC UTILITIES e
10. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS ( HOWEVER FLOW SHALL NOT RUN PARALLEL landscape architecture
WITH THE FENCE) AND DESIGN CRITERIA TYPICAL BED CROWNING TYPICAL PLANTING BED PLAN
11, END OF SILT FENCE NEEDS TO BE TURNED UPHILL _ I STORMWA E ER f " Planning
12. SEE N.C. STATE DENR PRACTICE a: SPECIFICATION SEDIMENTS FENCE SECTION. CITY OF RALEIGH CITY OF RALEIGH
FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS. PUBLIC WORKS DEPARTMENT y}... PUBLIC WORKS DEPARTMENT I. PLANNING C {Vlf engineering
93. SEE N.C. STATE DEAR PRACTICE k PARALLEL WITH SEDIMENTS FENCE SECTION. STANDARD TREE
7
(HOWEVER FLOW SHALL NOT RUN
SILT /TREE PROTECTION FENCE rJ�w�ioNS °STANDARD TEMPORARY g SHRUB PLANTING 6 PROTECTION DETAIL, _ REVISIONS °ATE' STANDARD TREE Y JTB
TIRE
DPR Associates Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
PROTECTION DETAIL �
PROTECTiONTFENCE NOT TO SCALE URBAN FORESTRY h. 704.332.1204 i fX. 704.332.1210 I www.dprassociates.net
STD. # 40.03 STD. # 40.04
OWNER:
Phat Tech
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ASP Consulting PLLC
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EXPANSION JOINTS•^....-°..' -•".
�
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MECHANICAL & PLUMBING ENGINEER:
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STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
CURB ANDGUrTERVW'TH CATCH WIN t�ISTEEP GRADES
704 - 987`9114 Tel.
704- 987 -9938 Fax.
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PROPRIETARY AND PRIVATE INFORMATION THESE
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DUPLICATED OR USED IN WHOLE OR PART,
FOR ANY PURPOSE OTHER THAN IN
CONNECTIQN WITH THE PROJECT UNDER WHiCH
IT WAS ppKKOVIDED OR DEVELOPED WITHOUT
THE EXPRES ED WRITTEN PERMIS §ION OF
THE OWNER MANAGER OF THE FACILITY
NAMED ABOVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
ED 1M
TOP ELEVATION -NORMAL GUTTER LINE
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Date APRIL 19, 2010
Revisions:
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Title
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` RIM HAS -SRI CUBIC YARDS OF RICK WL%MY PER FOOT HEIGHT
040..01
3. STAKING IS REQUIRED FOR ALL TREES iN R.O.W. OR UPON /
REQUEST OF ARBORIST. LO _ 2' MAX. UPSLOPE
3/4" NYLON STRAP GG
4, REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A r SUP KNOT VAIN STOP KNOT. "STAKE TURAL GROUND T111Wx
LEGAL MANNER. HE
8' LARGER THAN FREE DIAMETER INSET A INSST B
ROOT CROWN TO
5. RESEED UNMULCHED, DISTURBED AREAS. BE AT FINISH GRADE KEEP UNKCI" aTOOA2 FROM
4" HIGH / V WIDE MAXIMUM \
BEAM OUTSIDE OF ROOTBALL 4" MAXIMUM MATTING '� " r ��y!ryWl•�••f jl
LAYER OF MUL04 �T O SLOPE j UPSLOPE [I(7ATE�LOPM�� �F• M
CROSS SECTtQN f SAKE STAKE < `L
3- f "x2'x18" WOOD STAKES 4� / %.. f /
WITH CENTERED 3/8" HOLE '� L DITB / ._'- •- ..•".' > V1 2 ^i' (-
DRIVEN IN LINE WITH STRAP i
EQUALLY SPACED MOUND TREE Flt115Fi GRADE TTI z 1y
t` :? Dr -4Q�p�
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SIN" STAKE LO NATURAL GROUND FLOW _ G) � _4=
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-a,- I `... I 0 °1-r ¢
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DO BURLAP ETa UNrnSTURBEO SOIL MATTING g' DOML( H ~ VARIABLE �- ° o
CROSS 49CTIC� S
Roor BALL rnA 1z" TAKE z DIMENSION 0
REMOVE TOP 1/3 OF WIRE VARIES TOP 1201 AL DITCH "y�,t' .. ;
BASKET WHERE PRESENT TOP 'Vlow 1/ WIRE MESH,-"\ SEDIMENT CONTROL STONE W
GENERAL NOTES; �---" �'
RAISE PR BOTTOM TO SET ROUT CROWN
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT z ft
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL
co CONTROL. 1 f# min
5 TREE PLANTING (FOR SINGLE &MULTI -STEM TREES) 12 m -= a
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
0 WITH 14 INCH MESH OPENINGS. z
NOT TO SCALE >Y' z INSTALL 5 FT. SELF FASTENER ANGLE STEEL
F_ r POST 2 FT. DEEP MINIMUM. O
lotM
cc
m i SPACE POST A MAXIMUM OF 3 FT.
VARIABLE AS rnPECiFIf, 9Y 71iE'kN41NEER°
SPACING VARIES ABNwosw
I SEE LANDSCAPE PLAN 3 t WIRE MESH,\
FOR REPAIR OF SILT TREE PROTECTIOry AREA m C7 SEDIMENT CONTROL STONE•,
NOTES:
FENCE FAILURES, USE MIN. to c DD NOT ENTER wN. 12-1/2 ca '� p !- I ft min t, p W
No. 57 WASHED STONE.
LINE rnals INTERMEDIATE i_.. z
v FOR ANCHOR WHEN SILT 1. SCARIFY ROOT MASS OF - WIRES ti d IIE
TREE PROTECTION PREA I n L^' a
w 18' FENCE IS PROTECTING CONTAINERIZED PLANT MATERIAL TIP. CC LAR -/ .f 1 S/ WATER FLOW -- -•a�'• 9'.
FENCE 1 ,�.•
T- - W
a0 z T I ill_ 1r w M
_ i
' DO NOT ENTER � CATCH BASIN. MIN. 2° HT. � „L� "„�, O � JI I �. III-.- i f -- I IL I ± I- i� J
:r 2. INSTALL CONTAINERIZED PLANTS AT `Y,S{
FiNSHED GRADE 4" LAYER
WARNING SIGN DETAIL n is
a' MAX. MULCH p / ,.STEEL POST - 2 ft DEPTH z Q
OF APPRO'%ED � � .�:
VARIABLE AS DIRECTED BY THE ENGINEER 3. TAMP PLANTING MIX FIRMLY
STEEL POST AS PIT I5 FILLED AROUND WNW - EK 11E93TANT -� N
HIGH - tIXS0.E snmrRml, m 1/4 WIRE MESH;
WOVEN WIRE FABRIC P01-Y BMPoCAOE FADPoC CTYPicAL1 $ 2 ft lid
WARNING SIGN EACH PLANT BALL. 6 ••'� s ,r w.. • •
n 0-
SILT ENCE GEOTEXTILE FABRIC TREE PROTECTION AREA ;
4. OMIT COLLAR AROUND EACH SHRUB tt< t •rte '` i' ' '''° 'w `'31 FRONT .VIEW
MIN, t0 G DO NOT ENTER U �_r'.,N�: .'• °.•C . :a;� ,a5 `.::v`p•' •:
� MIN. 12 -1/2 G0. # : � „•c• „';;
nFILL SLOPE LINE PARES INTERMEDIATE WHEN IRRIGATION SYSTEM IS PRESENT. "V" TRENCH AROUND
ENTIRE PLANTING BED STILL POST
•*`' SILT FENCE FABRIC I WOVEN WIRE FABRIC HEFT t OF 1 SHEET 1 OF t
. ,',,�:• INSTALLED TO SECOND 5. SOAK EACH PLANT BALL AND 1 ` Y " WARNING BGW 'b"
n r
GRADE ORE FROM TOP �A� PIT IMMEDIATELY AFTER EDGE OF TAMP SOIL MIX UNDER Ml�al�'t�tie sTMREItTc1H
INSTALLATION. PLAP TING BED LNT MIX EACH PLANT BALL TO 11606.011 SOS. �1
POLY TE14SLE FABRIC (TYPICN.) "
- N I IN- NI TIN= INNIIIININIIIIN11�(NIN _ TREE PROTECTION AREA
_ __ _ T
oVER KIRT + MINIMIZE SETTLEMENT
" EXTEND PARE 8' MIN. INTO TRENCH TYPICAL PLANTING BED DETAIL R ; °° NOT ENTER STANDARD SILT .FENCE OUTLET DETAIL
AND ANCHOR SKIRT AS
DIRECTED BY ENGINEER " WARNING SIGN DETAIL
SIDE VIEW FRONT VIEW CROWN HEIGHT _
IN INCHES
EQUALS MEDIAN 0 0 0 o TYR CITY RALEIGH
NOTES: WiDTH IN FEET ROWS WARNING SIGNS TO BE MADE OF DUNA84! ,MEFTiEAPR00F MATERIAL
C1 T L 4`- fR ��E� VH
STAGGERED NOTES
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL TO 12" MAX. \ FINAL o 0 o SGINS S AL BE 3' ACE M T W 1AX" NVERIM AND sPAmI AS DETARfo.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. \ \{i //��"" SIDE VIEW MAC SMALL BE PLACED AT sF wUauw++vTEmArs ALL CONSTRUCTION MUST A R ACCORDANCE WITH ALL LOCAL,
( GRADE FOR T A 5 9 ECM END OF uvEaW TREE , IN EWMC AAD 3o• DH tOJNTFR THEREAFTER. OIEIL STATE, AND FEDERAL RULES AND REGULATIONS.
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. - 1 ET1R TREE PR07ECRCN A17Ei{B LE35 THAN .'tOG,•,M- POaME7ElL � '7MDE NO t£SS tNN'E 0rE ^Wfw PER flN17ECRd1 AREA.
4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER, 0 0 9 ATTACH SIGNS SECURELY TO FOX POSTS AND FAS
5. FOR TREE PROTECTION AREAS LESS THAN 200` IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. 10• Lam•) MANT N ADDITIONAL SI NS MAY BE OPUM iHBY.OIT OF DURA7KN OF PROJECT:
G. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MACE A SIGNS MAY BE D OUR'a'D BY CITY lY•' RAtENir AVSPE000NS OENTER ENi BASED ON ACRIAC A1EID GONgnGNS
-- 10' () EXISTING PUCE " ETGN AT Fw°' END OF Lf1iAR TREE FROTECTKrl ""° °' LF!IiER 1HERE4FTER. TRANSPORTATION SERVICES
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. EQUAL SPACING EDGE OF Uza
GRADE
S. ADDITIONAL SIGNS MAY BE RE(XiREO BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. BETWEEN ALL PLANTS BknNTING NOTE: FOR TREE PROTECTION':QNLY
9, PLACE A SIGN AT EACH END OF UNEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. PUBLIC UTILITIES e
10. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS ( HOWEVER FLOW SHALL NOT RUN PARALLEL landscape architecture
WITH THE FENCE) AND DESIGN CRITERIA TYPICAL BED CROWNING TYPICAL PLANTING BED PLAN
11, END OF SILT FENCE NEEDS TO BE TURNED UPHILL _ I STORMWA E ER f " Planning
12. SEE N.C. STATE DENR PRACTICE a: SPECIFICATION SEDIMENTS FENCE SECTION. CITY OF RALEIGH CITY OF RALEIGH
FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS. PUBLIC WORKS DEPARTMENT y}... PUBLIC WORKS DEPARTMENT I. PLANNING C {Vlf engineering
93. SEE N.C. STATE DEAR PRACTICE k PARALLEL WITH SEDIMENTS FENCE SECTION. STANDARD TREE
7
(HOWEVER FLOW SHALL NOT RUN
SILT /TREE PROTECTION FENCE rJ�w�ioNS °STANDARD TEMPORARY g SHRUB PLANTING 6 PROTECTION DETAIL, _ REVISIONS °ATE' STANDARD TREE Y JTB
TIRE
DPR Associates Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
PROTECTION DETAIL �
PROTECTiONTFENCE NOT TO SCALE URBAN FORESTRY h. 704.332.1204 i fX. 704.332.1210 I www.dprassociates.net
STD. # 40.03 STD. # 40.04
OWNER:
Phat Tech
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ASP Consulting PLLC
1 1,20t Davis Road
�vidaon 28036
t>:4 918- -' .5R16 Te6
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte
48Tel.F
3-N2
704- 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 -336 -1776 Tel.
704 - 364 -8377 Fox.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell Street, Suite 204
Charlotte, NC 28204
704 - 334 -7363 Tel.
704- 347 -0093 Fax.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
t 9520 est Catowba Ave, Suite 311
Cornelius NC 28031
704 - 987`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 PART,
FOR ANY PURPOSE OTHER THAN IN
CONNECTIQN WITH THE PROJECT UNDER WHiCH
IT WAS ppKKOVIDED OR DEVELOPED WITHOUT
THE EXPRES ED WRITTEN PERMIS §ION OF
THE OWNER MANAGER OF THE FACILITY
NAMED ABOVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
Drown HN
Checked HN
Date APRIL 19, 2010
Revisions:
1
9 -22 -10
PER C.O.R. 1ST REVIEW COMMENTS
Project Number DPR 10003
Title
SITE DETAILS PLAN
Sheet
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SHEET 7 OF 10 TOTAL
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SIZE
LENGTH
SIZE
LENGTH
1"
± 307 LF
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthorne Lane
oe, NC 28204
Charltt
704 - 332 -1204 Tel.
TOTAL NO FIRE HYDRANTS: 1
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
■
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■■
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North Mcl Street, Suite 204
oe, NC 28204
Charltt
704 - 334 -7363 Tel.
`I
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
TOTAL NO MANHOLES: 4
19520 West Catawba Ave, Suite 311
Cornelius, NC 28031
704 - 987 -9114 Tel.
704 - 987 -9938 Fax.
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SIZE
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SIZE
LENGTH
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± 307 LF
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthorne Lane
oe, NC 28204
Charltt
704 - 332 -1204 Tel.
TOTAL NO FIRE HYDRANTS: 1
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
LENGTH
1111 The Plaza
8"
± 654 LF
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North Mcl Street, Suite 204
oe, NC 28204
Charltt
704 - 334 -7363 Tel.
704 - 347 -0093 Fax.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
TOTAL NO MANHOLES: 4
19520 West Catawba Ave, Suite 311
Cornelius, NC 28031
704 - 987 -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 PART,
FOR ANY PORPOSE OTHER THAN IN
CONNECTION WITH tHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER /MANAGER OF THE FACILITY
NAMED ABOVE.
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
2
10 -19 -10
PER C.O.R. 2ND REVIEW COMMENTS
3
5 -30 -12
PER C.O.R. 3ND REVIEW COMMENTS
4
6 -14 -12
PER C.O.R. 4TH REVIEW COMMENTS
5
1 -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
7
4 -28 -15
PER C.O.R.P.U.D. COMMENTS
Project Number DPR 10003
Title
UTILITY PLAN
Sheet
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SIZE
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SIZE
LENGTH
1"
± 307 LF
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthorne Lane
oe, NC 28204
Charltt
704 - 332 -1204 Tel.
TOTAL NO FIRE HYDRANTS: 1
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
LENGTH
1111 The Plaza
8"
± 654 LF
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North Mcl Street, Suite 204
oe, NC 28204
Charltt
704 - 334 -7363 Tel.
704 - 347 -0093 Fax.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
TOTAL NO MANHOLES: 4
STANDARD UTILITY NOTES (AS APPLICABLE):
VICINITY MAP
(1 " =800')
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS
(REFERENCE: CORPUD HANDBOOK, CURRENT EDITION)
2. 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
LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL
b) WHEN INSTALLING WATER & /OR 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 1N A SEPARATE TRENCH WITH THE ELEVATION
OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES
ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER
c) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR
STEEL ENCASEMENT EXTENDED I WON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS
d) 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS
SPECIFIED FOR SANITARY SEWER
e) MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & 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" MIN. CLEARANCE (PER CORPUD DETAILS W -41 & S -49)
f) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. VERTICAL SEPARATION REQUIRED
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN & /OR 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
PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS
6. INSTALL I" COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT
IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE
7. INSTALL 4" PVC* SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR
FEET MAXIMUM
8. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY
SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN LW ABOVE THE NEXT UPSTREAM MANHOLE
9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE & /OR FEMA FOR ANY RIPARIAN BUFFER,
WETLAND & /OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
10. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICE TAPS)
WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION
11. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD
FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT (919) 250 -7825 OR
TIMOTHY.BEASLEY(a),RALEIGHNC.GOV FOR MORE INFORMATION
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 AMERICAN 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 - CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE
HELVEY AT (919) 212 -5923 OR JOANIE.HELVEY(&RALEIGHNC.GOV FOR MORE INFORMATION
ADDITIONAL NOTE:
SEWER SLOPES SHOWN ON THIS PLAN ARE FOR CONTRACTOR REFERENCE
ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING THE SEWER
TO THE INVERTS SHOWN.
L G CONNFCT-I
co 300,
c)
OFFSITE SEWER NOTE: /° �A __' � o pROp FROM
, °' co o cn N - A co OFFSITE 20' CORSSE s QR _ / X ❑ PROP. ±307 LFi I C.O.
RECORDED IN DEED BK 014770 PG 01234 -01240 s es g PROP. ±155.0 LF OF w U
s e 16" STEEL CASING PIPE, STATUE OF 1" COPP€R
OF WAKE COUNTY REGISTRY 0.375" ON CONC. PIERS
/EE PROFILES (j WATER
1/0 _ $ / o
s
ONE STORY
VL EXIST. Z SW EXIST.
STORAGE TAT E EW SW STATUES
PROP. DOGHOUSE MH -1 / a BUILDING 0//
STA.0 +00 � � � � � _ --
(OPEN CUT TO TIE -IN) / _ S a - - F ROPgM -2 20' SS ESMT,_
�' ,• TA:
1+90,001 317.94' -8 "SS ��Y
N04'1 2'45"W , o /
a
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// �- \ 25' MIN. 3+
APPLICABLE USACE AND /OR NCDWQ / '� >Y I I ~ 20'R BULB ¢> cn C. 0. r
PERMITS MUST BE OBTAINED PRIOR �! s� SS EASEMENT a 30 0
q g wI AP ROX. LOCATION OF N �- a W U M
TO CONSTRUCTION g . ; � - � U) EXIST, SEPTIC TANK N U) � 30 ' O Q o
IN TO BE EIvfOVED OR ABANDONED ° x o a �_
Q / Q - N �O I
N (PER I�iE OUNTY STANDARDS) Jw � 0 �
EX. CONC. W g a m LL C�
SILT/TREE PROTECTION FENCE
Q C.O.
/ X. DECK
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N O
EXIST.
3! ONE STORY w w AND TFRAME ^� BRICK
XIST. E GE OF WATER / BRICK w
/ 1 w g TEMPLE
APPROX. LEACH FIELD DWELLING w m ## APPROX. IST. CREEK C/L
(EDGE O WATER CHANGES DAILY) PRIVATE 4" PVC SS W _Z: EX. PORCH
00 / @ 1% MIN. AND
EXIST. SSMH I I W CLEAN OUT FOR EXIST. a a I }
`O BLDG. TIE -IN N
RIM: 194.78 \ �� \ O o° � w
INV IN: 187.0 Z "� ~
INV OU T: 186.9 Nom\\ T co m _
(PER FIELD SURVEY) \ \ U Q a EX. STATUE °
0Z W a a
OE
PROPOSED 1" R.P. BFP,
NN Q O � d EXIST. BRICK
\ oI 4o IN ABOVE GROUND HOT BOX
N/F YOUNG �pw w EXIST. GRAVEL PATIO
o X St - LOT TO REMAIN U� AMES 4000B OR EQUAL
G \ON MUST D.B. 3055, PG. 201 Ix Ed o Lu Q�� PER C.O.R. APPROVED LIST
\C I TY p TV-, \ \ I Q Cl) Va ^O Co w a OE OTV W S�
A o zo TO BE DEDICATED
cQ� O I EXIST. APPROX. vj RIW
W z = \ \ 1 LOCATION OF 16 PUBLIC
M \\ 1 DIP WATER -MAIN
± 4' FROM EXIST. EOP / 5� W
BMRBYOUDIGI EXIST. f�IRE F -jB'�c6_T 'V-
CONTACrOr�CM.LC INM �\ \ HYDRANT TO REMAIN o�V __ --
1- 800 - 632 -4949 / / Q- - \N = _ w &R RE HYDRANT
I
HVAC UNITS
�- SEE ARCHITECT /PLUMBING PLANS
BY OTHERS
EXIST. OVERHEAD POWER LINE
'- & P.P. TO BE RELOCATED BY
CONTRACTOR, TYP.
HIGH VOLTAC
I
I
I
LAND SURVEYING NOTE:
BOUNDARY MAP AND EXISTING SURVEYING INFORMATION
PROVIDED BY NIALL GILLESPIE LAND SURVEYING,
DATED 8 -20 -2008. NAD 83 GRID COORDINATES.
NIALL GILLESPIE, P.L.S. LAND SURVEYING
1801 WHITE OAK CHURCH ROAD
APEX, NORTH CAROLINA 27523
PHONE: [phone] FAX #: [phone]
N/F GAY
D.B. 7357, PG. 410
loo
W - SCALE: HOR: 1" = 40'
VERT: 1" = 4'
S-Mg� L
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND \ I I r 12 ^RCP W __ - -- A
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS \ I I I I II W _ N > * pAD
NECESSARY TO INSURE SAFETY TO THE PUBLIC. ° I - W W zN Z° S -vILLE R PROPOSED 1" WATER TAP & METER
w �p N WHO BY CITY OF RALEIGH AT DEVELOPER'
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO ��' W W sPHALT w W ao (E 60 RIWi EXPENSE. EXTEND 1 "SERVICE LINE
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND _ �� - I A > >� �m
THE CITY OF RALEIGH UTILITIES SPECIFICATIONS. `�+'y- /\/\ 15 RCP > it �o TO SERVE NEW BUILDING
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART + � coo FINAL CONNECTION NOT TO BE MADE
P, OR AS AMENDED. a _GUY _� z� m0z UNTIL ALL TESTING IS FOUND
\ W LL $y SATISFACTORY
1 - - vELLOw F J
0 40 80
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 TWENTY FOUR HOURS 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 FINE AID
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
STORM WATER
PLANNING
FIRE
URBAN FORESTRY
landscape architecture
Planning
civil engineering
S
North DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 I fx. 704.332.1210 I www.dprassociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthorne Lane
oe, NC 28204
Charltt
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North Mcl Street, Suite 204
oe, NC 28204
Charltt
704 - 334 -7363 Tel.
704 - 347 -0093 Fax.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius, NC 28031
704 - 987 -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 PART,
FOR ANY PORPOSE OTHER THAN IN
CONNECTION WITH tHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER /MANAGER OF THE FACILITY
NAMED ABOVE.
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
2
10 -19 -10
PER C.O.R. 2ND REVIEW COMMENTS
3
5 -30 -12
PER C.O.R. 3ND REVIEW COMMENTS
4
6 -14 -12
PER C.O.R. 4TH REVIEW COMMENTS
5
1 -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
7
4 -28 -15
PER C.O.R.P.U.D. COMMENTS
Project Number DPR 10003
Title
UTILITY PLAN
Sheet
C -7
SHEET 8 OF 10 TOTAL
i
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FINISHED GRADE
\
FINAL � UNDISTURBED SOIL
BACKFILL
INITIAL
BACKFILL
�o
6' #67 STONE ° ° ° /MINIMUM SIDE
WHEN ROCK IS L12' O.D. OF PIP 6' CLEARANCE
ENCOUNTERED O.D. OF PIP 12' MAXIMUM SIDE
CLEARANCE
NOTES:
1. Trenches requiring shoring and bracing, dimensions shall be taken from the
inside face of the shoring and bracing.
2. No rocks or boulders 4" or larger to be used in initial backfill.
3. All backfill material shall be suitable native material.
4. Backfill shall be tamped in 6" lifts in traffic areas, 12" in 1
non - traffic areas.
5. Achieve 80% compaction in non - traffic areas, and 95% compaction in
traffic areas.
6. If in easement 4" topsoil, and CITY OF RALEIGH
12" clean select fill is required. DEPARTMENT OF PUBLIC UTILITIES
7. No boulders 8" in diameter or TRENCH BOTTOM DIMENSIONS & BACKFILLING
greater allowed in final backfill. REQUIREMENTS FOR DUCTILE IRON
AND REINFORCED CONCRETE PIPE,
DWG, NO, REVISI ❑NS DATE REVISIONS DATE
S-4 3 -1 -87 RRH 3 -30 -00
D, 9 -3-99
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SECTION C -C
4'
FINISHED GRADE
\"\\\W
FINAL
BACKFILL
UNDISTURBED SOIL
INITIAL
BACKFILL
SPRING LINE #67 STONE
p°W8°O�O O
HAUNCHING PIPE GRADE
o °
�;�,• ij8 ie 4' BEDDING
TAMP WELL UNDER /MINIMUM SIDE
BOTTOM HALF 6' O.D. OF PIPE 6' CLEARANCE
OF PIPE
TYPICAL TRENCH BOTTOM DIMENSIONS FOR
SDR 35 PVC GRAVITY PIPE
NOTES,
1. For trenches requiring shoring and bracing, dimensions shall
be taken from the Inside face of the shoring and bracing,
2. No rocks or boulders 4' or larger to be used In initial backfill,
3. ALL backfill material shall be suitable native material, 2
4, Backfitl shall be tamped in 6' lifts In traffic areas, 12' in
non - traffic areas,
1' LETTERING MINIMUM A/G WEIGHT
RECESSED FLUSH FRAME 262
COVER 170
TOTAL 432
O
3 -1' PIA. HOLES
AT 120°
A A
RY cY
TYPICAL LIFTING DEVICE
O NOTE: COVER SHALL READ
"CONFINED SPACE - DO NOT
ENTER... PERMIT REQUIRED" AS
PLAN SHOWN ON S -25.
28 1/4'
26 1/4'
1 3/8' 26'—
GASKET IN VERTICAL
FACE OF COVER
RING MUST BE
24, ANCHORED IN
3' 28' ACCORDANCE
WITH S -25
34'
A
5/8' o
STAINLESS STEEL ROD
TYPICAL LIFTING DEVICE SECTION A
TOP OF COVER CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
MANHOLE FRAME AND
7 WATERTIGHT COVER
DWG, NO, REVISIONS IDATE IREVLSIONS DATE
S -26 3 -1 -87 3 -1 -87 ABB -29 -0
RRH 13-30-001 1
NOTES,
1, COVER WEIGHT, 13 LBS +/- 5%
7/8' 2, LIDS TO BE COATED WITH
BITUMINOUS COAL TAR COATING
1/4` 3, HOLE SHALL BE FITTED WITH A
TT METAL GROMMET
00 C0
CITY OF RALEIGH
m m DEPARTMENT OF PUBLIC UTILITIES
WATER METER BOX DETAIL
DWG. NO, REVISIONS DATE REVISIONS DATE
SECTION B -B W_25 3 -1 -s7 RRH 3 -31 -00
D,W,C, 11 -3- ABB 1 -20 -05
NEW MANHOLES USE AN APPROVED BITUMINOUS
BASE SEALANT THAT SHALL BE APPLIED TO
SEE C,O,R, STANDARD S -25 THE TOP OF THE CONE SECTION TO PROVIDE
FOR MANHOLE FRAME AND COVER A WATER TIGHT SEAL,
.4 :o
. p
241' MAX
12' SEWER MAINS,
0' MANHOLE CONE AND BARREL
SECTIONS SHALL BE AS PER
,� ;•a ASTM. STANDARDS
4' -6' DIA, AS °.
A REQUIRED J
4 > ¢ `❑' RING SEAL
i�,Rl > ❑R RAM 4-NECK
'
4' .q >
.':_° . -, p' .•a RUBBER BOOT
•••� G .Q' - .•�' °,.- .e LATERAL INVERT SHALL NOT
^ - -, o °_ o .';o "Q •. °, - ---.i_ BE LOWER THAN MAIN SPRING-
°' ".o . • , _''p : C LINE. MANHOLE NEEDS TO BE
a• o •�' :' ,• /•v. C : ° ` 4 v ABOVE 100 YEAR FLOOD PLAIN
OR SEALED AND VENT TO BE 1'
'c>•' ' e r v ' ' ' . a• p O ° 'n • " 6' ABOVE 100 YEAR FLOOD PLAIN.
D•;•" D': V• o'a, 9'. q'. ,Q:,d WHEN MANHOLE TOPS ARE IN
EXCESS OF 3' ABOVE GRADE.
9' OUTSIDE STEPS MUST BE
PROVIDED. SEE STANDARD
SECTION A -A S -28 FOR STEP DETAIL. IN
NON TRAFFIC AREAS, TOP OF
FRAME AND COVER SHALL BE
INSTALLED A MIN. OF V ABOVE
FINISHED GROUND SURFACE.
' G �° �• • SEE SEWER DESIGN SECTION
o•v o.a A MIN, 9' COMPACTED #67 STONE
BASE TO BE INSTALLED
UNDER NEW MANHOLE,
j . IN NON- TRAFFIC AREAS, TOP OF
Q FRAME AND COVER SHALL BE
INSTALLED A MIN. OF V ABOVE
' FINISHED GROUND SURFACE.
d• •D
°o o CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD PRECAST SANITARY
SEWER MANHOLE
DWG. NO, REVISIONS IDATE IREVISIONS DATE
S -20 Y,C.A, 12 -31 -92 ABB 2 -21 -OS
RRH 1 3 -30 -00
PLAN
SLIP RESISTANT CLEAT
0 0
12'
#3 OR #4 REBAR
CORROSION RESISTANT MATERIAL
RUBBER, PLASTIC
DEPAR-
SECTION A - A STAN!
g MANHI
DWG, NO, REVISIONS
S -28 RRH
MANHOLE FRAME AND COVER
COVER 120 LBS, MINIMUM
O °
31/2 2111 T
if ° F� SPACE '�Z
E 1
2 3/411
NOTES,
1) ALL MANHOLE FRAMES SHALL BE
BE DOMESTICALLY CAST
2) FRAME SHALL BE A MINIMUM
WEIGHT OF 182 LBS, WITHIN
PUBLIC ROW AND 160 LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A
MIN. OF 120 LBS.
4) ALL MANHOLE FRAMES OUTSIDE
OF PAVED SURFACES SHALL BE
BOLTED TO THE CONE
SECTION OR RING WITH A
MINIMUM OF 4 BOLTS PER
FRAME,
L�
1"
25 1
j23 111/16/16
'
7 1/2'
22'
�25 15/16'
1, 33 1/4'
5/8 "X3" LAGSHIELD IN HOLE
IBUTYL-NEK OR DRILLED INTO CONE OR
APPROVED RING WITH ANCHOR SUNK TO
SEALANT DESIGN DEPTH, AND 518 "X3"
BETWEEN FRAME HOT DIPPED GALVANIZED
AND COVER LAG BOLT AND WASHER.
CITY OF RALEIGH
12 DEPARTMENT OF PUBLIC UTILITIES
STANDARD MANHOLE COVER
DWG, NO, REVISIONS IDATE IREVISIONS IDA
S -25 3-1 -87 13-1- 87 A.B.B. 2 I— in
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° 8" & 10" SANITARY SEWER
9 Z EASEMENT WIDTHS
X01 W DWG, NO, REVISIONS DATE IREVISIONS I DATE
S-43 A.B.B. 1 -27 -05
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TAPPING SLEEVE
NOTES:
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL
JOINT FITTINGS.
2, SEE STANDARD REACTION BLOCK
TABLES, W -10 AND W -11 FOR
AREA OF CONCRETE REQUIRED,
ATE /TAPPING VALVE
TYPICAL SANITARY SEWER SERVICE BACKWATER VALVE STYLES:
_---ISCREWCAPS
HOUSE YARD/VAULT INSTALLATION FOR
BUILDINGS BUILT ON SLAB AND
OTHER LOCATIONS WHERE VALVE
CANNOT BE INSTALLED IN
BASEMENT OR CRAWL SPACE.
CBSO 4 METER BOX
OR SIMILAR BOX/VAULT
OF APPROPRIATE SIZE
TO ALLOW REGULAR
MAINTENANCE
NOTES:
1. INSTALLATIONS OF GREATER THAN 4' IN DEPTH MAY REQUIRE MANHOLE.
2. VALVES MUST BE INSTALLED IN A LOCATION AT WHICH THEY CAN BE
CLEANED AND SERVICED REGULARLY.
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A
❑
10
DWG,
W -c
3000 PSI S ❑LID CONCRETE
TOP VIEW SHALL BE USED AS FOOTING FOR
DUCTILE IRON PIPE,
VALVE
-M.J, FITTING
SIDE VIEW
CITY OF RALEIGH
13 DEPARTMENT OF PUBLIC UTILITIES
4" - 24" STANDARD TAPPING
SLEEVE AND VALVE ASSEMBLY
DWG, NO, REVISIONS IDATE REVISIONS I DATE
W -14 3 -1^87 D,W,C,nn -7,
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, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.12041 fx. 704.332.1210 1 www.dprassociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthome Lane
Charlotte, NC 28204
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell 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
704 - 987 =9114 Tel.
704 - 987 -9938 Fax.
/i
CAR //i
,r E S S 0Z /�'�i
0 4 °
* C -650 0
-
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i 0 R P
CARD
° SEAL
030523
°° e °
INE�
\\ \
•, r
INIG�
W 0
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ry
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR PART,
CONNECTION WITTHEtHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER,/MANAGER OF THE FACILITY
NAMED ABOVE.
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 PER C.O.R. 1ST REVIEW COMMENTS
2 6 -14 -12 PER C.O.R. 4TH REVIEW COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -8
SHEET 9 OF 10 TOTAL
NEW MANHOLES USE AN APPROVED BITUMINOUS
BASE SEALANT THAT SHALL BE APPLIED TO
SEE C,O,R, STANDARD S -25 THE TOP OF THE CONE SECTION TO PROVIDE
FOR MANHOLE FRAME AND COVER A WATER TIGHT SEAL,
.4 :o
. p
241' MAX
12' SEWER MAINS,
0' MANHOLE CONE AND BARREL
SECTIONS SHALL BE AS PER
,� ;•a ASTM. STANDARDS
4' -6' DIA, AS °.
A REQUIRED J
4 > ¢ `❑' RING SEAL
i�,Rl > ❑R RAM 4-NECK
'
4' .q >
.':_° . -, p' .•a RUBBER BOOT
•••� G .Q' - .•�' °,.- .e LATERAL INVERT SHALL NOT
^ - -, o °_ o .';o "Q •. °, - ---.i_ BE LOWER THAN MAIN SPRING-
°' ".o . • , _''p : C LINE. MANHOLE NEEDS TO BE
a• o •�' :' ,• /•v. C : ° ` 4 v ABOVE 100 YEAR FLOOD PLAIN
OR SEALED AND VENT TO BE 1'
'c>•' ' e r v ' ' ' . a• p O ° 'n • " 6' ABOVE 100 YEAR FLOOD PLAIN.
D•;•" D': V• o'a, 9'. q'. ,Q:,d WHEN MANHOLE TOPS ARE IN
EXCESS OF 3' ABOVE GRADE.
9' OUTSIDE STEPS MUST BE
PROVIDED. SEE STANDARD
SECTION A -A S -28 FOR STEP DETAIL. IN
NON TRAFFIC AREAS, TOP OF
FRAME AND COVER SHALL BE
INSTALLED A MIN. OF V ABOVE
FINISHED GROUND SURFACE.
' G �° �• • SEE SEWER DESIGN SECTION
o•v o.a A MIN, 9' COMPACTED #67 STONE
BASE TO BE INSTALLED
UNDER NEW MANHOLE,
j . IN NON- TRAFFIC AREAS, TOP OF
Q FRAME AND COVER SHALL BE
INSTALLED A MIN. OF V ABOVE
' FINISHED GROUND SURFACE.
d• •D
°o o CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD PRECAST SANITARY
SEWER MANHOLE
DWG. NO, REVISIONS IDATE IREVISIONS DATE
S -20 Y,C.A, 12 -31 -92 ABB 2 -21 -OS
RRH 1 3 -30 -00
PLAN
SLIP RESISTANT CLEAT
0 0
12'
#3 OR #4 REBAR
CORROSION RESISTANT MATERIAL
RUBBER, PLASTIC
DEPAR-
SECTION A - A STAN!
g MANHI
DWG, NO, REVISIONS
S -28 RRH
MANHOLE FRAME AND COVER
COVER 120 LBS, MINIMUM
O °
31/2 2111 T
if ° F� SPACE '�Z
E 1
2 3/411
NOTES,
1) ALL MANHOLE FRAMES SHALL BE
BE DOMESTICALLY CAST
2) FRAME SHALL BE A MINIMUM
WEIGHT OF 182 LBS, WITHIN
PUBLIC ROW AND 160 LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A
MIN. OF 120 LBS.
4) ALL MANHOLE FRAMES OUTSIDE
OF PAVED SURFACES SHALL BE
BOLTED TO THE CONE
SECTION OR RING WITH A
MINIMUM OF 4 BOLTS PER
FRAME,
L�
1"
25 1
j23 111/16/16
'
7 1/2'
22'
�25 15/16'
1, 33 1/4'
5/8 "X3" LAGSHIELD IN HOLE
IBUTYL-NEK OR DRILLED INTO CONE OR
APPROVED RING WITH ANCHOR SUNK TO
SEALANT DESIGN DEPTH, AND 518 "X3"
BETWEEN FRAME HOT DIPPED GALVANIZED
AND COVER LAG BOLT AND WASHER.
CITY OF RALEIGH
12 DEPARTMENT OF PUBLIC UTILITIES
STANDARD MANHOLE COVER
DWG, NO, REVISIONS IDATE IREVISIONS IDA
S -25 3-1 -87 13-1- 87 A.B.B. 2 I— in
N �\
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W 0 = a DEPARTMENT OF PUBLIC UTILITIES
Ld W
IJ ~ TYPICAL SANITARY SEWER
w cc
Q 4 a 5 LATERAL CONNECTI ❑N
0 O DWG, N❑, REVISIONS DATE REVISI ❑NS DATE
S -30 Y,C,A, 2 -31 -9 RRH 3 -30 -00
C,A, 6 -92 1 A.B.B. 4 804
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w W CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
LL
° 8" & 10" SANITARY SEWER
9 Z EASEMENT WIDTHS
X01 W DWG, NO, REVISIONS DATE IREVISIONS I DATE
S-43 A.B.B. 1 -27 -05
.4 . o..
v. 4•.Q G .
a
P
p , p, •• .4 EXI TINC
.4 '4 v
s a
e •D• ' .Q: MA N
•Q. 'v 4..Q' .D'
TAPPING SLEEVE
NOTES:
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL
JOINT FITTINGS.
2, SEE STANDARD REACTION BLOCK
TABLES, W -10 AND W -11 FOR
AREA OF CONCRETE REQUIRED,
ATE /TAPPING VALVE
TYPICAL SANITARY SEWER SERVICE BACKWATER VALVE STYLES:
_---ISCREWCAPS
HOUSE YARD/VAULT INSTALLATION FOR
BUILDINGS BUILT ON SLAB AND
OTHER LOCATIONS WHERE VALVE
CANNOT BE INSTALLED IN
BASEMENT OR CRAWL SPACE.
CBSO 4 METER BOX
OR SIMILAR BOX/VAULT
OF APPROPRIATE SIZE
TO ALLOW REGULAR
MAINTENANCE
NOTES:
1. INSTALLATIONS OF GREATER THAN 4' IN DEPTH MAY REQUIRE MANHOLE.
2. VALVES MUST BE INSTALLED IN A LOCATION AT WHICH THEY CAN BE
CLEANED AND SERVICED REGULARLY.
E ifti
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A
❑
10
DWG,
W -c
3000 PSI S ❑LID CONCRETE
TOP VIEW SHALL BE USED AS FOOTING FOR
DUCTILE IRON PIPE,
VALVE
-M.J, FITTING
SIDE VIEW
CITY OF RALEIGH
13 DEPARTMENT OF PUBLIC UTILITIES
4" - 24" STANDARD TAPPING
SLEEVE AND VALVE ASSEMBLY
DWG, NO, REVISIONS IDATE REVISIONS I DATE
W -14 3 -1^87 D,W,C,nn -7,
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, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.12041 fx. 704.332.1210 1 www.dprassociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthome Lane
Charlotte, NC 28204
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell 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
704 - 987 =9114 Tel.
704 - 987 -9938 Fax.
/i
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR PART,
CONNECTION WITTHEtHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER,/MANAGER OF THE FACILITY
NAMED ABOVE.
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 PER C.O.R. 1ST REVIEW COMMENTS
2 6 -14 -12 PER C.O.R. 4TH REVIEW COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -8
SHEET 9 OF 10 TOTAL
241' MAX
12' SEWER MAINS,
0' MANHOLE CONE AND BARREL
SECTIONS SHALL BE AS PER
,� ;•a ASTM. STANDARDS
4' -6' DIA, AS °.
A REQUIRED J
4 > ¢ `❑' RING SEAL
i�,Rl > ❑R RAM 4-NECK
'
4' .q >
.':_° . -, p' .•a RUBBER BOOT
•••� G .Q' - .•�' °,.- .e LATERAL INVERT SHALL NOT
^ - -, o °_ o .';o "Q •. °, - ---.i_ BE LOWER THAN MAIN SPRING-
°' ".o . • , _''p : C LINE. MANHOLE NEEDS TO BE
a• o •�' :' ,• /•v. C : ° ` 4 v ABOVE 100 YEAR FLOOD PLAIN
OR SEALED AND VENT TO BE 1'
'c>•' ' e r v ' ' ' . a• p O ° 'n • " 6' ABOVE 100 YEAR FLOOD PLAIN.
D•;•" D': V• o'a, 9'. q'. ,Q:,d WHEN MANHOLE TOPS ARE IN
EXCESS OF 3' ABOVE GRADE.
9' OUTSIDE STEPS MUST BE
PROVIDED. SEE STANDARD
SECTION A -A S -28 FOR STEP DETAIL. IN
NON TRAFFIC AREAS, TOP OF
FRAME AND COVER SHALL BE
INSTALLED A MIN. OF V ABOVE
FINISHED GROUND SURFACE.
' G �° �• • SEE SEWER DESIGN SECTION
o•v o.a A MIN, 9' COMPACTED #67 STONE
BASE TO BE INSTALLED
UNDER NEW MANHOLE,
j . IN NON- TRAFFIC AREAS, TOP OF
Q FRAME AND COVER SHALL BE
INSTALLED A MIN. OF V ABOVE
' FINISHED GROUND SURFACE.
d• •D
°o o CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD PRECAST SANITARY
SEWER MANHOLE
DWG. NO, REVISIONS IDATE IREVISIONS DATE
S -20 Y,C.A, 12 -31 -92 ABB 2 -21 -OS
RRH 1 3 -30 -00
PLAN
SLIP RESISTANT CLEAT
0 0
12'
#3 OR #4 REBAR
CORROSION RESISTANT MATERIAL
RUBBER, PLASTIC
DEPAR-
SECTION A - A STAN!
g MANHI
DWG, NO, REVISIONS
S -28 RRH
MANHOLE FRAME AND COVER
COVER 120 LBS, MINIMUM
O °
31/2 2111 T
if ° F� SPACE '�Z
E 1
2 3/411
NOTES,
1) ALL MANHOLE FRAMES SHALL BE
BE DOMESTICALLY CAST
2) FRAME SHALL BE A MINIMUM
WEIGHT OF 182 LBS, WITHIN
PUBLIC ROW AND 160 LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A
MIN. OF 120 LBS.
4) ALL MANHOLE FRAMES OUTSIDE
OF PAVED SURFACES SHALL BE
BOLTED TO THE CONE
SECTION OR RING WITH A
MINIMUM OF 4 BOLTS PER
FRAME,
L�
1"
25 1
j23 111/16/16
'
7 1/2'
22'
�25 15/16'
1, 33 1/4'
5/8 "X3" LAGSHIELD IN HOLE
IBUTYL-NEK OR DRILLED INTO CONE OR
APPROVED RING WITH ANCHOR SUNK TO
SEALANT DESIGN DEPTH, AND 518 "X3"
BETWEEN FRAME HOT DIPPED GALVANIZED
AND COVER LAG BOLT AND WASHER.
CITY OF RALEIGH
12 DEPARTMENT OF PUBLIC UTILITIES
STANDARD MANHOLE COVER
DWG, NO, REVISIONS IDATE IREVISIONS IDA
S -25 3-1 -87 13-1- 87 A.B.B. 2 I— in
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9 Z EASEMENT WIDTHS
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NOTES:
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL
JOINT FITTINGS.
2, SEE STANDARD REACTION BLOCK
TABLES, W -10 AND W -11 FOR
AREA OF CONCRETE REQUIRED,
ATE /TAPPING VALVE
TYPICAL SANITARY SEWER SERVICE BACKWATER VALVE STYLES:
_---ISCREWCAPS
HOUSE YARD/VAULT INSTALLATION FOR
BUILDINGS BUILT ON SLAB AND
OTHER LOCATIONS WHERE VALVE
CANNOT BE INSTALLED IN
BASEMENT OR CRAWL SPACE.
CBSO 4 METER BOX
OR SIMILAR BOX/VAULT
OF APPROPRIATE SIZE
TO ALLOW REGULAR
MAINTENANCE
NOTES:
1. INSTALLATIONS OF GREATER THAN 4' IN DEPTH MAY REQUIRE MANHOLE.
2. VALVES MUST BE INSTALLED IN A LOCATION AT WHICH THEY CAN BE
CLEANED AND SERVICED REGULARLY.
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A
❑
10
DWG,
W -c
3000 PSI S ❑LID CONCRETE
TOP VIEW SHALL BE USED AS FOOTING FOR
DUCTILE IRON PIPE,
VALVE
-M.J, FITTING
SIDE VIEW
CITY OF RALEIGH
13 DEPARTMENT OF PUBLIC UTILITIES
4" - 24" STANDARD TAPPING
SLEEVE AND VALVE ASSEMBLY
DWG, NO, REVISIONS IDATE REVISIONS I DATE
W -14 3 -1^87 D,W,C,nn -7,
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, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.12041 fx. 704.332.1210 1 www.dprassociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthome Lane
Charlotte, NC 28204
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell 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
704 - 987 =9114 Tel.
704 - 987 -9938 Fax.
/i
CAR //i
,r E S S 0Z /�'�i
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* C -650 0
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030523
°° e °
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\\ \
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INIG�
W 0
�) N
n (-0
W Q0
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(_0
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z
ry
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR PART,
CONNECTION WITTHEtHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER,/MANAGER OF THE FACILITY
NAMED ABOVE.
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 PER C.O.R. 1ST REVIEW COMMENTS
2 6 -14 -12 PER C.O.R. 4TH REVIEW COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -8
SHEET 9 OF 10 TOTAL
PLAN
SLIP RESISTANT CLEAT
0 0
12'
#3 OR #4 REBAR
CORROSION RESISTANT MATERIAL
RUBBER, PLASTIC
DEPAR-
SECTION A - A STAN!
g MANHI
DWG, NO, REVISIONS
S -28 RRH
MANHOLE FRAME AND COVER
COVER 120 LBS, MINIMUM
O °
31/2 2111 T
if ° F� SPACE '�Z
E 1
2 3/411
NOTES,
1) ALL MANHOLE FRAMES SHALL BE
BE DOMESTICALLY CAST
2) FRAME SHALL BE A MINIMUM
WEIGHT OF 182 LBS, WITHIN
PUBLIC ROW AND 160 LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A
MIN. OF 120 LBS.
4) ALL MANHOLE FRAMES OUTSIDE
OF PAVED SURFACES SHALL BE
BOLTED TO THE CONE
SECTION OR RING WITH A
MINIMUM OF 4 BOLTS PER
FRAME,
L�
1"
25 1
j23 111/16/16
'
7 1/2'
22'
�25 15/16'
1, 33 1/4'
5/8 "X3" LAGSHIELD IN HOLE
IBUTYL-NEK OR DRILLED INTO CONE OR
APPROVED RING WITH ANCHOR SUNK TO
SEALANT DESIGN DEPTH, AND 518 "X3"
BETWEEN FRAME HOT DIPPED GALVANIZED
AND COVER LAG BOLT AND WASHER.
CITY OF RALEIGH
12 DEPARTMENT OF PUBLIC UTILITIES
STANDARD MANHOLE COVER
DWG, NO, REVISIONS IDATE IREVISIONS IDA
S -25 3-1 -87 13-1- 87 A.B.B. 2 I— in
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0 O DWG, N❑, REVISIONS DATE REVISI ❑NS DATE
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X01 W DWG, NO, REVISIONS DATE IREVISIONS I DATE
S-43 A.B.B. 1 -27 -05
.4 . o..
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.4 '4 v
s a
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•Q. 'v 4..Q' .D'
TAPPING SLEEVE
NOTES:
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL
JOINT FITTINGS.
2, SEE STANDARD REACTION BLOCK
TABLES, W -10 AND W -11 FOR
AREA OF CONCRETE REQUIRED,
ATE /TAPPING VALVE
TYPICAL SANITARY SEWER SERVICE BACKWATER VALVE STYLES:
_---ISCREWCAPS
HOUSE YARD/VAULT INSTALLATION FOR
BUILDINGS BUILT ON SLAB AND
OTHER LOCATIONS WHERE VALVE
CANNOT BE INSTALLED IN
BASEMENT OR CRAWL SPACE.
CBSO 4 METER BOX
OR SIMILAR BOX/VAULT
OF APPROPRIATE SIZE
TO ALLOW REGULAR
MAINTENANCE
NOTES:
1. INSTALLATIONS OF GREATER THAN 4' IN DEPTH MAY REQUIRE MANHOLE.
2. VALVES MUST BE INSTALLED IN A LOCATION AT WHICH THEY CAN BE
CLEANED AND SERVICED REGULARLY.
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A
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10
DWG,
W -c
3000 PSI S ❑LID CONCRETE
TOP VIEW SHALL BE USED AS FOOTING FOR
DUCTILE IRON PIPE,
VALVE
-M.J, FITTING
SIDE VIEW
CITY OF RALEIGH
13 DEPARTMENT OF PUBLIC UTILITIES
4" - 24" STANDARD TAPPING
SLEEVE AND VALVE ASSEMBLY
DWG, NO, REVISIONS IDATE REVISIONS I DATE
W -14 3 -1^87 D,W,C,nn -7,
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, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.12041 fx. 704.332.1210 1 www.dprassociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthome Lane
Charlotte, NC 28204
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell 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
704 - 987 =9114 Tel.
704 - 987 -9938 Fax.
/i
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° SEAL
030523
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ry
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR PART,
CONNECTION WITTHEtHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER,/MANAGER OF THE FACILITY
NAMED ABOVE.
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 PER C.O.R. 1ST REVIEW COMMENTS
2 6 -14 -12 PER C.O.R. 4TH REVIEW COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -8
SHEET 9 OF 10 TOTAL
i
/
/
/
/
/
/
/
/
N�/
LL
w O
/ W
/ Z
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DEPARTMENT OF PUBLIC UTILITIES
LL
° 8" & 10" SANITARY SEWER
9 Z EASEMENT WIDTHS
X01 W DWG, NO, REVISIONS DATE IREVISIONS I DATE
S-43 A.B.B. 1 -27 -05
.4 . o..
v. 4•.Q G .
a
P
p , p, •• .4 EXI TINC
.4 '4 v
s a
e •D• ' .Q: MA N
•Q. 'v 4..Q' .D'
TAPPING SLEEVE
NOTES:
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL
JOINT FITTINGS.
2, SEE STANDARD REACTION BLOCK
TABLES, W -10 AND W -11 FOR
AREA OF CONCRETE REQUIRED,
ATE /TAPPING VALVE
TYPICAL SANITARY SEWER SERVICE BACKWATER VALVE STYLES:
_---ISCREWCAPS
HOUSE YARD/VAULT INSTALLATION FOR
BUILDINGS BUILT ON SLAB AND
OTHER LOCATIONS WHERE VALVE
CANNOT BE INSTALLED IN
BASEMENT OR CRAWL SPACE.
CBSO 4 METER BOX
OR SIMILAR BOX/VAULT
OF APPROPRIATE SIZE
TO ALLOW REGULAR
MAINTENANCE
NOTES:
1. INSTALLATIONS OF GREATER THAN 4' IN DEPTH MAY REQUIRE MANHOLE.
2. VALVES MUST BE INSTALLED IN A LOCATION AT WHICH THEY CAN BE
CLEANED AND SERVICED REGULARLY.
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A
❑
10
DWG,
W -c
3000 PSI S ❑LID CONCRETE
TOP VIEW SHALL BE USED AS FOOTING FOR
DUCTILE IRON PIPE,
VALVE
-M.J, FITTING
SIDE VIEW
CITY OF RALEIGH
13 DEPARTMENT OF PUBLIC UTILITIES
4" - 24" STANDARD TAPPING
SLEEVE AND VALVE ASSEMBLY
DWG, NO, REVISIONS IDATE REVISIONS I DATE
W -14 3 -1^87 D,W,C,nn -7,
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, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.12041 fx. 704.332.1210 1 www.dprassociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthome Lane
Charlotte, NC 28204
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell 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
704 - 987 =9114 Tel.
704 - 987 -9938 Fax.
/i
CAR //i
,r E S S 0Z /�'�i
0 4 °
* C -650 0
-
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CARD
° SEAL
030523
°° e °
INE�
\\ \
•, r
INIG�
W 0
�) N
n (-0
W Q0
N
Z
(_0
� U
z
ry
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR PART,
CONNECTION WITTHEtHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER,/MANAGER OF THE FACILITY
NAMED ABOVE.
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 PER C.O.R. 1ST REVIEW COMMENTS
2 6 -14 -12 PER C.O.R. 4TH REVIEW COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -8
SHEET 9 OF 10 TOTAL
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1- 30 A f 3 o a Ld
3 3' -0' MIN, TYP. Z ni 6 v Iri 1,15
A
❑
10
DWG,
W -c
3000 PSI S ❑LID CONCRETE
TOP VIEW SHALL BE USED AS FOOTING FOR
DUCTILE IRON PIPE,
VALVE
-M.J, FITTING
SIDE VIEW
CITY OF RALEIGH
13 DEPARTMENT OF PUBLIC UTILITIES
4" - 24" STANDARD TAPPING
SLEEVE AND VALVE ASSEMBLY
DWG, NO, REVISIONS IDATE REVISIONS I DATE
W -14 3 -1^87 D,W,C,nn -7,
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, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.12041 fx. 704.332.1210 1 www.dprassociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthome Lane
Charlotte, NC 28204
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell 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
704 - 987 =9114 Tel.
704 - 987 -9938 Fax.
/i
CAR //i
,r E S S 0Z /�'�i
0 4 °
* C -650 0
-
%10 6
i 0 R P
CARD
° SEAL
030523
°° e °
INE�
\\ \
•, r
INIG�
W 0
�) N
n (-0
W Q0
N
Z
(_0
� U
z
ry
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR PART,
CONNECTION WITTHEtHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER,/MANAGER OF THE FACILITY
NAMED ABOVE.
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 PER C.O.R. 1ST REVIEW COMMENTS
2 6 -14 -12 PER C.O.R. 4TH REVIEW COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -8
SHEET 9 OF 10 TOTAL
r = y Y n a Z O Q 3 H Q
w W Z Z W U� W Z=
ra a J tZ-, U U U E ra N W N W LJ
W° Q � Z Z U W Q N 2 X CY «.
>¢ it a w ¢ w ¢ a o w = o E3 0
J W > Z I- Q' E3 ❑ g W J> U❑ J
> W° W i- J N Z Q' W N W C3 �� W F- f Y W
P4 J J ❑ ❑ ❑ Q W J CL Pl vj U (n
Li 0.1 ^ r, E- U U U a ¢ ° Q ¢ fa Q J
❑ N LY . Q ID w .w-, CY W F- Pq
0.w1 f .'.�Y, J M 0.¢1 �0 Vim' f J ~ t0 PA OY _ ° ¢ Z A
Z 2 I.- ❑
U U X
E (4 ¢0 �¢ W I-Z =W W rao
1- 30 A f 3 o a Ld
3 3' -0' MIN, TYP. Z ni 6 v Iri 1,15
A
❑
10
DWG,
W -c
3000 PSI S ❑LID CONCRETE
TOP VIEW SHALL BE USED AS FOOTING FOR
DUCTILE IRON PIPE,
VALVE
-M.J, FITTING
SIDE VIEW
CITY OF RALEIGH
13 DEPARTMENT OF PUBLIC UTILITIES
4" - 24" STANDARD TAPPING
SLEEVE AND VALVE ASSEMBLY
DWG, NO, REVISIONS IDATE REVISIONS I DATE
W -14 3 -1^87 D,W,C,nn -7,
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, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.12041 fx. 704.332.1210 1 www.dprassociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthome Lane
Charlotte, NC 28204
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell 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
704 - 987 =9114 Tel.
704 - 987 -9938 Fax.
/i
CAR //i
,r E S S 0Z /�'�i
0 4 °
* C -650 0
-
%10 6
i 0 R P
CARD
° SEAL
030523
°° e °
INE�
\\ \
•, r
INIG�
W 0
�) N
n (-0
W Q0
N
Z
(_0
� U
z
ry
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR PART,
CONNECTION WITTHEtHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER,/MANAGER OF THE FACILITY
NAMED ABOVE.
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 PER C.O.R. 1ST REVIEW COMMENTS
2 6 -14 -12 PER C.O.R. 4TH REVIEW COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -8
SHEET 9 OF 10 TOTAL

APPROVED ETHOD FOR, EXTENSION IF VALVE BOX NOTE, 2'x 2'x 6' CONCRETE
11 PAD REQUIRED ON ALL VALVES.
11 NO PRECAST CONCRETE DOUGHNUT ALLOWED, 4.1*-
--Opt ml
SEE STANDARD W -18
FOR COVER DETAILS.
1111
6 7/8' -8'
7 5/8' -8 1/2'
10 1/4-11'
STANDARD VALVE BOX
�2'
4'
TOP SECTI ❑N TO BE
6'
DOMESTIC
80 LBS, HEAVY WEIGHT
CASTING
HYDRANT, PUMPER NOZZLE TO
4.
° •
ATE, � ' • °
2'
4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE
NATIONAL STANDARD \
/FIRE
BE POINTED TOWARDS FIRE TRUCK ACCESS,
THREADS
f
'' "d'•:�:
VALVE BOX
.'a. a,
D.'P 'o• D .
* . }.'•'a !'
STANDARD VALVE BOX
�2'
4'
TOP SECTI ❑N TO BE
6'
DOMESTIC
80 LBS, HEAVY WEIGHT
CASTING
HYDRANT, PUMPER NOZZLE TO
PAVEMENT
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY,
W��
4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE
NATIONAL STANDARD \
/FIRE
BE POINTED TOWARDS FIRE TRUCK ACCESS,
THREADS
f
'' "d'•:�:
VALVE BOX
'�:d'�•:
J
* . }.'•'a !'
COVER
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150 -96.
MECHANICAL & PLUMBING ENGINEER:
CITY OF RALEIGH
212 North McDowefl Street, Suite 204
Charlotte, NC 28204
VALVE
RALEIGH CHANGES TO
3. 6" GATE VALVE SHALL BE AWWA C500 -86 OPEN LEFT.
NAT(ONALSTANDARDTHREADS
RALEIGH, KNIGHTDALE, ZEBULON, GARNER
W
O U (/j
U O
BOX
rowels- slar,-
STANDARD FIRE HYDRANT WITH
USE 5' SOIL PIPE
5" STORZ PUMPER NOZZLE
2' - 6' ABOVE GRADE
FOR EXTENSIONS
4. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION.
vj
W PQ ¢
A N
W
TAMPED
- SEAL -
030523
5. IF THE LENGTH FROM THE VALVE TO THE HYDRANT EXCEEDS 20FT, THEN THE
BACKFILL•' '
W o
m
V
3'-6"
AND GUTTER
WATER ALV T.
N
Z
O
SIDEWALK
O
/CURB
PAVEMENT
STAB -IN C.I. OR
MAIN
:..
;': •> :: • ;
f
.
DJ, PIPE GASKET
TAMPED '
' : -' : ':'• ::.:
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
BACKFILL�. • •'' :
Drawn HN
NOTES:
1/2' -5 5/8'
1) VALVE BOX NOT TO CONTACT WATER MAIN
E o-1
2) ALL TRAFFIC CASTINGS MUST BE CLASS 35 OR
EET ADDED PER C.O.R. IST REMIEVY
COMMENTS
GREATER.
10 -19 -10
3) FOR ANY VALVES OVER 10' DEEP, A VALVE STEM
3
EXTENSION MUST BE USED TO BRING TO A DEPTH
6" GATE VALVE
OF NO MORE THAN 5'.
4) TOTAL VALVE BOX WEIGHT: MINIMUM OF 85 LBS.
VALVE
BOX
/STANDARD
BOTTOM SECTI ❑N
SEE VENT DETAIL
VENT OPENING TO BE 2 FOOT ABOVE
HUNDRED YEAR FLOOD ELEVATI❑
VENT OPENING TO
SEAL AROUND
BE SCREENED
CAM -LOK VENT PIPE
4" "HOT DIPPED"
WATER TIGHT MANHOLE THROUGH MANHOLE M GALV. PIPE
FRAME AND COVER FACTORY CAST IN PLACE PIPE
FLANGE 12' ABOVE MH TOP
12' PRE -CAST TOP SLAB �' °'�" '' PROPOSED
a• ... . '.�. .•°
WALL COLLAR �[ /// ���j /GRADE
SLOPE FINISHED GRADE :: MANHOLE TO
4:
AWAY FROM MANHOLE HAVE CAST IN
ALL SIDES. RISER OPP ❑SITE v
STEPS TO c.
.a> ACCOMODATE FLANGE
4" "HOT DIPPED' °
o: GALVANIZED PIPE, • °:
•4. 'A v
4.. Q :
)HY GASKET
2'0' T•:o : 0 0
•'Q o 0
0 0
• STAINLESS
VENT DETAIL : Q•. STEEL BOLTS
OTHER ACCEPTABLE °: o
COVERS
o't'4';• 'D7 0 '
NOTES: `9" STONE
1. VENT MUST BE FACTORY WELDED CITY OF RALEIGH
FABRICATED AND "HOT DIPPED"
GALVANIZED. DEPARTMENT OF PUBLIC UTILITIES
2. MANHOLE NUMBER NEEDS TO STANDARD SEAL TIGHT MANHOLE
COINCIDE WITH VENT NUMBER
6 WITH VENTED STACK
DWG, N❑, REVISI ❑NS IDATE IREVISIONS I DATE
S -24 1 Y,C,A, 12 -31 -91 RRH 3 -30 -(
6 -7 -99 A.B.B. 4 -15 -04
PROPERTY MINIMUM 36' HORIZONTAL CLEARANCE
LINE FROM ANY OBJECT,
CAST DATE
ATE R
oUl o
7 ..
16
PLAN VIEW
SECTION VIEW
Manufacturer
MO /DAY/YR
Class 35
1:Ii>I1111Ji IFIVII i11
Note 1 -"Water" Lettering must be 1" Raised (Recessed
Flush)
Note 2 - Valve Cover shall be domestically cast.
Note 3 - Cover must have a minimum weight of 25
pounds.
Note 4 - Cover must be class 35 or greater.
Note 5 - Cover must meet or exceed AASHTO H -20
load requirements.
o °•Q D 4 �•° , D
o . QERM I T
Its
p G . 4. .
O �/ d a•
SPACE D� '
4 D \
2'-0' v ° v 3000 P,S,I, CONCRETE
TYP, D. Q ENCASEMENT
4.
ADJUST FLUSH PLAN
STANDARD MANHOLE
1 NEW ASHPHALT FRAME AND COVER
2" _
EXIST, &B.C.
STANDARD
MANHOLE COMPACTED
BACKFILL
TOTAL
CHIMNEY NOT
TO EXCEED 12'
r
PRECAST CONCRETE SPACER SECTION
(DONUT RINGS)
IN TRAFFIC AREAS
ONLY, DONUT RINGS NOT
ALLOWED IN EASEMENTS, CITY OF RALEIGH
NOTE: CONCRETE COLLAR SHALL DEPARTMENT OF PUBLIC UTILITIES
EXTEND 2" BELOW TOP OF PRECAST
CONE STANDARD MANHOLE FRAME AND COVER
7 DETAIL WITHIN PAVED SURFACES
DWG, N❑, REVISI ❑NS IDATE IREVISIONS JDATE
S -29 3 -1 -87 RRH - 30 -00'
2 -31 -9 ADD 9 -20 -041
11 INSTALLATION DETAIL 12
2 DWG, NO. REVISIONS DATE REVISIONS DATE
ABB 4 -6 -04 PAP 2/17/09
W-4 DHL 2114/08
MINIMUM ENCLOSURE
(INSIDE DIMENSIONS)
4'
4' 9' x 7' 2'
6'
NOTES:
8'
5' 2' x 9' 7'
HYDRANT, PUMPER NOZZLE TO
5' 5' x 11' 6'
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY,
W��
4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE
NATIONAL STANDARD \
/FIRE
BE POINTED TOWARDS FIRE TRUCK ACCESS,
THREADS
f
M& H, WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
THAN 12" SHALL BE PAINTED BLACK.
J
Associates, Inc.
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2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150 -96.
MECHANICAL & PLUMBING ENGINEER:
CITY OF RALEIGH
212 North McDowefl Street, Suite 204
Charlotte, NC 28204
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH CHANGES TO
3. 6" GATE VALVE SHALL BE AWWA C500 -86 OPEN LEFT.
NAT(ONALSTANDARDTHREADS
RALEIGH, KNIGHTDALE, ZEBULON, GARNER
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TRAFFIC FLANGE BETWEEN
rowels- slar,-
STANDARD FIRE HYDRANT WITH
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2' - 6' ABOVE GRADE
4. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION.
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5. IF THE LENGTH FROM THE VALVE TO THE HYDRANT EXCEEDS 20FT, THEN THE
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AND GUTTER
HYDRANT BRANCH SHALL BE RESTRAINED FOR THE ENTIRE LENGTH WITH A MECHANICAL
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6. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW.
THE OWNER /MANAGER OF THE FACILITY
NAMED ABOVE.
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:
E o-1
9 -22 -10
EET ADDED PER C.O.R. IST REMIEVY
COMMENTS
2
10 -19 -10
PER C.O.R. 2ND REVIEW COMMENTS
3
6 -14 -12
6" GATE VALVE
RESTRAINING GLANDS IN LIEU OF RODDING
VALVE B❑
Project Number DPR 10003
CL X 0
UTILITY DETAILS
CONC. THRUST
C -9
SHEET 10 OF 10 TOTAL
I
ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK,
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AFIRE
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(TAMPED IN 6' LIFTS)
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7 CU,
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DEPARTMENT OF PUBLIC UTILITIES
op STONE
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NDISTURBED EARTH.
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11 INSTALLATION DETAIL 12
2 DWG, NO. REVISIONS DATE REVISIONS DATE
ABB 4 -6 -04 PAP 2/17/09
W-4 DHL 2114/08
MINIMUM ENCLOSURE
(INSIDE DIMENSIONS)
4'
4' 9' x 7' 2'
6'
5' 0' x 8' 2'
8'
5' 2' x 9' 7'
10'
5' 5' x 11' 6'
METER
ASSEMBLY
APPROPRIATE BACKFLOW
PREVENTION
ASSEMBLY
(ABOVE GROUND ONLY)
DOMESTIC LINE APPROPRIATE FIRE LINE
BACKFLOW PRE, ASSEM•
(ABOVE GROUND ONLY)
'IRE LINE
MAIN
FIRE DEPARTMENT CON-
METER NECTI❑N IF APPLICABLE
ASSEMBLY
IRRIGATION LINE �"-
REDUCED PRESURE
ASSEMBLY
(ABOVE GROUND ONLY)
L SERVICE TAPS FOR 2' AND SMALLER DOMESTIC SERVICES
MAY BE BY C ❑RP❑RATI ❑N COCKS, LARGER SERVICES WILL
REQUIRE A TEE AND GATE VALVE OR TAPPING SLEEVE AND
VALVE ASSEMBLY AND 900 BEND, -
2, DOMESTIC SERVICE TAPS SHALL BE ALLOWED ONLY ON
6' OR LARGER FIRE LINES BEFORE THE BACKFLOW ASSEMBLY,
3, ONE DOMESTIC TAP PER FIRE LINE ON STREET SIDE OF BACKFLOW,
4, FIRE LINE SHALL HAVE A FIRE HYDRANT OR BLOW OFF ASSEMBLY
AT ITS END TO FACILITATE FLUSHING WHEN NEEDED.
5. ALL PRIVATE DISTRIBUTION SYSTEMS SHALL HAVE A
MINIMUM OF A DCA (FOR FIRE HYDRANTS A DCDA IS NEEDED),
6. ALL SERVICE C❑NNECTI ❑NS SHALL HAVE A PRIVATE SERVICE GATE VALVE
INSTALED BEFORE BACKFLOW ASSEMBLIES AND AFTER THE METER,
4.0011
STANDARD 4" BRONZE CLEANOUT PLUG
CLEANOUT FERRULE WITH PLUG
STYLES ACCEPTED:
INVERTED NUT
RAISED NUT
5" STORZ NOZZLE
w
NOTES:
Van Hanh
1. RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED.
4229 Forestville Rd.
Raleigh, NC 27616 -9620
2. KNIGHTDALE, & ROLESVILLE PUBLIC HYDRANTS
ASP Consulting PLLC
SHALL BE PAINTED RED W /SILVER OPERATING NUTS.
1 ..
2 NOZZLES W/
3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/
SILVER BONNETS AND OPERATING NUTS.
W��
4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE
NATIONAL STANDARD \
PAINTED SAFETY YELLOW W /SILVER CAPS AND OPERATING NUTS.
THREADS
f
5. OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC MAINS LARGER
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
THAN 12" SHALL BE PAINTED BLACK.
J
Associates, Inc.
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MECHANICAL & PLUMBING ENGINEER:
CITY OF RALEIGH
212 North McDowefl Street, Suite 204
Charlotte, NC 28204
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH CHANGES TO
Fitzpatrick Engineering
NAT(ONALSTANDARDTHREADS
RALEIGH, KNIGHTDALE, ZEBULON, GARNER
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PROPRIETARY AND PRIVATE INFORMATION THESE
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IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMIS §ION OF
THE OWNER /MANAGER OF THE FACILITY
NAMED ABOVE.
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:
E o-1
9 -22 -10
EET ADDED PER C.O.R. IST REMIEVY
COMMENTS
2
10 -19 -10
PER C.O.R. 2ND REVIEW COMMENTS
3
6 -14 -12
PER C.O.R. 4TH REVIEW COMMENTS
Project Number DPR 10003
CL X 0
UTILITY DETAILS
Sheet
C -9
SHEET 10 OF 10 TOTAL
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CARRIER PIPE
318" STEEL PLATE, TYP
3/8 "x4" STEEL
PLATE,TYP
9/8" A325 BOLT
CASING PIPE
3/1 4
1" RAID ON ALL CORNERS
NOTE:
1) USE A MINIMUM OF TWO SPIDERS PER PIPE JOINT ONE
FOURTH OF THE PIPE JOINT LENGTH IN FROM BOTH THE BELL
AND SPIGOT ENDS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
PIPE ALIGNMENT GUIDE
9
DWG, N❑, REVISI ❑NS IDATE IREVISIONS ID ATE
S -39 RRH 3 -31 -00
A.B.B. 4 -16 -04
W-5 �-
NEW ASPHALT SURFACE COURSE
EXISTING PAVEMENT 2' MINIMUM EXISTING PAVEMENT
v7 DEPT r4WX1*X2,, ° o
EXISTING
SUBGRADE 1' -0'
UNDISTURBED SOIL
COMPACTED FILL
IN 6' LIFTS
PIPE
REFER TO S -4
NOTES: & S -5
1. The pavement cut shall be defined by a straight edge
and cut with an approved sawcut machine,
2. The trench subgrade material shall be backfilted
with suitable material and compacted to a density
of at least 95% of that obtained by compacting a
sample of the material in accordance with AASHT❑
T -99 as modified by NCD ❑T•
3. The final 1' of fill shall consist of ABC
material compacted to a density equal to 100%
of that obtained by compacting a sample of the
material in accordance with AASHT❑ T -80 as
modified by NCDOT.
4• The entire thickness and vertical edge of cut
shalt be tacked.
5. The same f depth pavement p o pa emen material which exists
shalt be relnstatted, but in no case shall
the asphalt be Less than 2' thick.
6. The asphalt pavement material shalt be Installed
and compacted thoroughly with a smooth drum roller
to achieve a smooth level patch,
7. Refer to City of Raleigh standards for
trenches and pipe bedding C S -4 & S -5)
for additional details. CITY OF _R_A_L_E_IGH No hand 9. Pavement tout within DEPARTMENT ❑F PUBLIC UTILITIES
9. Pavement cuts within NCDOT ROW
shall conform to the approved on site STANDARD ASPHALT
encroachment permit.
5 PAVEMENT PATCH DETAIL
DWG, NO. REVISI ❑NS I DATE REVISI ❑NS Ii
S -3 I D,W,C, 11 -1 -99 A.B.B. 14t
RRH 13-30-001 1
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER�1114 4
PLANNING
FIRE
URBAN FORESTRY
landscape architecture
punning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fx. 704.332.1210 I www.dprassociates.net
OWNER:
NOTES:
Van Hanh
1. RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED.
4229 Forestville Rd.
Raleigh, NC 27616 -9620
2. KNIGHTDALE, & ROLESVILLE PUBLIC HYDRANTS
ASP Consulting PLLC
SHALL BE PAINTED RED W /SILVER OPERATING NUTS.
1 ..
2 NOZZLES W/
3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/
SILVER BONNETS AND OPERATING NUTS.
2 j
4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE
NATIONAL STANDARD \
PAINTED SAFETY YELLOW W /SILVER CAPS AND OPERATING NUTS.
THREADS
f
5. OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC MAINS LARGER
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
THAN 12" SHALL BE PAINTED BLACK.
J
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
CITY OF RALEIGH
212 North McDowefl Street, Suite 204
Charlotte, NC 28204
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH CHANGES TO
Fitzpatrick Engineering
NAT(ONALSTANDARDTHREADS
RALEIGH, KNIGHTDALE, ZEBULON, GARNER
STORZ N07ZLES FOR
WAKE FOREST, & ROLESVILLE
rowels- slar,-
STANDARD FIRE HYDRANT WITH
� 0'9
5" STORZ PUMPER NOZZLE
W-5 �-
NEW ASPHALT SURFACE COURSE
EXISTING PAVEMENT 2' MINIMUM EXISTING PAVEMENT
v7 DEPT r4WX1*X2,, ° o
EXISTING
SUBGRADE 1' -0'
UNDISTURBED SOIL
COMPACTED FILL
IN 6' LIFTS
PIPE
REFER TO S -4
NOTES: & S -5
1. The pavement cut shall be defined by a straight edge
and cut with an approved sawcut machine,
2. The trench subgrade material shall be backfilted
with suitable material and compacted to a density
of at least 95% of that obtained by compacting a
sample of the material in accordance with AASHT❑
T -99 as modified by NCD ❑T•
3. The final 1' of fill shall consist of ABC
material compacted to a density equal to 100%
of that obtained by compacting a sample of the
material in accordance with AASHT❑ T -80 as
modified by NCDOT.
4• The entire thickness and vertical edge of cut
shalt be tacked.
5. The same f depth pavement p o pa emen material which exists
shalt be relnstatted, but in no case shall
the asphalt be Less than 2' thick.
6. The asphalt pavement material shalt be Installed
and compacted thoroughly with a smooth drum roller
to achieve a smooth level patch,
7. Refer to City of Raleigh standards for
trenches and pipe bedding C S -4 & S -5)
for additional details. CITY OF _R_A_L_E_IGH No hand 9. Pavement tout within DEPARTMENT ❑F PUBLIC UTILITIES
9. Pavement cuts within NCDOT ROW
shall conform to the approved on site STANDARD ASPHALT
encroachment permit.
5 PAVEMENT PATCH DETAIL
DWG, NO. REVISI ❑NS I DATE REVISI ❑NS Ii
S -3 I D,W,C, 11 -1 -99 A.B.B. 14t
RRH 13-30-001 1
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER�1114 4
PLANNING
FIRE
URBAN FORESTRY
landscape architecture
punning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fx. 704.332.1210 I www.dprassociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 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:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowefl 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
704 - 987 -9114 Tel.
704 - 987 -9938 Fax.
C AR O�
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030523
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PROPRIETARY AND PRIVATE INFORMATION THESE
SHALL DISCLOSED
TIN
DUPLICATED UED WHOLCELOR
CONNE TION WITHE`fHET PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMIS §ION OF
THE OWNER /MANAGER OF THE FACILITY
NAMED ABOVE.
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
EET ADDED PER C.O.R. IST REMIEVY
COMMENTS
2
10 -19 -10
PER C.O.R. 2ND REVIEW COMMENTS
3
6 -14 -12
PER C.O.R. 4TH REVIEW COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -9
SHEET 10 OF 10 TOTAL

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 -LOCK AS MANUFACTURED BY CLOW, BOLT -LOK OR
3. 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
WATER /CEMENTITOUS 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 1 /II 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 67. AN APPROVED
4. CLASS 'F' FLYASH MAY BE SUBSTITUTED FOR AN EQUAL AMOUNT OF CEMENT BY WEIGHT
UP TO 25 %.
5.
ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 ".
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 ".
7.
NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNVULCANIZED, 100%
VIRGIN NEOPRENE, WITH DUROMETER HARDNESS = 50.
PILES SHALL BE STRUCTURAL STEEL HP12x53 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 AND /OR COATED IN
ACCORDANCE WITH THE CITY SPECIFICATIONS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
GENERAL NOTES
DWG. N0. REVISIONS DATE REVISIONS DATE
S-10
D.H L 6/16/08
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a (� ¢ ° m TYPICAL PLAN
DWG. N0. REVISIONS DATE REVISIONS DATE
S-11 1 4 -16 -04 L. I U. F/1 F/nR
1/4"x3" STAINLESS STEEL STRAP WITH
1,14"x2 1/2" NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 4)
1/4 "x6" NEOPRENE PAD
ADHERED TO SADDLE I
r+
SEE NOTE 3
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STEEL ANCHOR BOLTS,
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SEE NOTE 3
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0 p U w° 2 O Z rc - W PARAMETERS:
Z w Z 9 w a m< o< o MINIMUM CAPACITY OF HP12x53 PILE = 30 TONS
w coo m c0i o � 8 '< z Z Y a CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
0 0 m o I w W W W W W U W Wo GRADE 60 REINFORCING STEEL
W z Z W Z o W w N Z W, Z MAXIMUM STREAM VELOCITY = 10 FT /SEC
Q w� O w N z z a° IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM
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Lu
o o W k< z o 0 o w Z SHALL BE REVIEWED BY THE ENGINEER.
Z W Z ~ w J o 2.
M Q 6 LENGTH OF PILES SHALL BE AS REQUIRED TO
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
SHALL BE REINFORCED WITH #5 BARS AT 12 INCHES
OC IN EACH DIRECTION ON EACH FACE.
EIGHTEEN -INCH WIDE PIERS SHALL BE REINFORCED
WITH #7 BARS AT 12 INCHES OC IN EACH DIRECTION
CITY OF RALEIGH ON EACH FACE. FOOTINGS SHALL BE REINFORCED
CASING PIER FOOTING PIER FOOTING FOOTING PILE
PIPE DIA. THICKNESS THICKNESS WIDTH WIDTH LENGTH SPACING
"D" (IN.) "A" (IN.) "B" (IN.) "C" (FT.) "D" (FT.) "E" (FT.) "F" (FT.)
6 -12 12 20 2' -4" T -0" 6-0" T -0"
14 -20 12 20 T -O" T -O" F -0" 5-0"
22 -28 18 26 T -8" 4' -0" 8' -9" 6 -9"
30 -36 18 26 4' -4" 4' -0" 9' -0" 6-0"
38 -48 18 26 5' -4" 5' -0" 9' -6" 6' -6"
51 -60 18 26 6' -4" 5' -0" 9' -10" 6-10"
4. TYPICALLY TO PIERS.
PUBLIC WORKS DEPARTMENT
EIGHTEEN -INCH WIDE PIERS SHALL REQUIRE TWO
REVISIONS DATE. 911113 NOT TO SCALE 5. STRAPS OVER THE PIPE INSTEAD OF ONE (AS CITY OF RALEIGH
STANDARD TEMPORARY SHOWN).
(SEDIMENT /SILT) /TREE DEPARTMENT OF PUBLIC UTILITIES
CONSERVATION AREA WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE
FENCE DETAIL LOCATED WITHIN A STREAM AND ARE NOT COVERED AERIAL PIPE CROSSING
TC�07 WITH BACKFILL, SEE DRAWING S -19 FOR
MODIFICATIONS TO UPSTREAM FACE OF SUPPORT. PILE SUPPORTED PIER DETAIL
DWG. N0. REVISIONS
D H L DATE
6
S-16
HOLE FOR INFLUENT
WITH CORING MACHINE
NSTALL FLEXIBLE RUBBER
LING. (SEE NOTE #5)
4" MIN. CLEAR FROM
JOINT (ABOVE OR BELOW)
CUT TO FIT
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STEEL STRAP WITH 2
ANCHOR BOLTS
9 L.F.
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CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
STEEL CASING PIPE ELEVATION
DWG. NO. REVISIONS DATE REVISIONS DATE
S -12 D.H.L. 6 /16 /08
R
EXISTING GRADE
STEEL CASING PIPE
/ RJ DIP CARRIER PIPE
- STANDARD \\
MANHOLE PIPE SUPPORT,
3/4" STAINLESS STEEL 7 SEE DWG S -14
ANCHOR BOLTS & STRAPS
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
TYPICAL PIPE SECTION & ELEVATION
DWG. NO. REVISIONS DATE REVISIONS DATE
S -13 D.H.L. 6/16/08
NON- SHRINK GROUT
BULKHEAD AT EACH TURN DOWN ELBOW
END OF CASING PIPE FINISHED GRADE C"i WITH INSECT SCREEN
STYROFOAM PLUG TO
ASSIST GROUT PLACEMENT,
ALL AROUND
STEEL CASING PIPE
2" 0 GALV STEEL VENT,
DIP CARRIER PIPE TWO PER CASING, ONE
AT EACH END OF
CASING PIPE
1/4 "x3" STAINLESS STEEL STRAP WITH SNUG FIT
1/4 "x2 1/2" NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5) D
1/4 "x6" NEOPRENE PAD 3l4" O STAINLESS
ADHERED TO SADDLE STEELANCHOR
Nf 120°
BOLTS, ASTM A307
of ° II OR A36
"--li
SEE NOTE 4
SEE NOTE 4 FOR BAR SIZE
FOR BAR SIZE AND SPACING
AND SPACING
I Z
T7
"t
D
CASING PIER FOOTING FOOTING
"H" THICKNESS
PIPE DIA. (FT.) "A" (IN.) WIDTH LENGTH WIDTH
"D" (IN.) "B" (FT.) "C" (FT.) "D" (FT.)
< 6 12 2' 4" 5' -6" T -0"
8 12 2'-4" 6'-3" 3' -0"
6 -12 10 12 2'4" 6-8" T -0"
12 12 2'-4" T -2" 3' -0"
< 6 12 T -0" 8' -0" T -0"
8 12 T -0" 9' -0" 3' -0"
14 -20
10 12 T -0" 9' -10" T -0"
12 14 T -0" 10' -6" T -0"
< 6 14 3' -8" 8' 4" 4'4"
8 14 T -8" 10' -0" 4' 4"
22-28
12 14 3' -8" 11' -10" 4' -0"
< 6 18 4' 4" 9' -0" 4' -0"
8 18 4'4" 10' -6" 4'4"
30 -36 10 18 4'4" 11' -6" 4' 4"
12 18 4'4" 12'4" 4' 4"
< 6 18 1 54" 9' -6" 1 5' -0"
8 18 54" 11'_0„ 5-0"
38 -48
10 18 5-4" 12' -0" 5' -0"
12 18 54" 12' -10" 5' -0"
< 6 18 6'-4" 9' -10" 5' -0"
8 18 64" 11'_4„ 6 -0"
51 -56 10 18 6' 4" 12' -4" 5'-0"
12 1 18 1 64" 13' -2" 5'4"
NOTES:
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 = 10 FT /SEC
MAXIMUM SUPPORT HEIGHT (H) = 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
WITHSTAND 2000 PSF BEARING PRESSURE, A PILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S -15.
3. IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3 -FEET MINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION. SEE DRAWING S -17.
4. TWELVE -INCH AND FOURTEEN -INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH #5 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN -INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH #7 BARS AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE.
5. EIGHTEEN -INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVER THE
PIPE INSTEAD OF ONE (AS SHOWN).
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
DWG. NO. REVISIONS DATE REVISIONS DATE
S -14 D.H.L. 6/16/08
COLUMN VERTICAL
DETAIL A
COLUMN HORIZONTAL OR
VERTICAL
PROVIDE PLASTIC SHEET
BOND BREAKER BETWEEN
60'+10'
CARRIER PIPE AND GROUT, o 0 0" T01/8" -0°
COMPETENT //\ ALL AROUND h
/ NOTE: +
PROVIDE 2" 0 GALV STEEL DRAIN x
NON- SHRINK GROUT SHALL BE } `L- ¢
IN BULKHEAD AT LOW END j �� /�j "EUCO -N -S" BY THE EUCLID 3/4" `'
OF CASING PIPE AND 1/3 CHEMICAL COMPANY; "MASTERFLOW MAX
CU YD OF CRUSHED STONE /j ��j ��j ��j ��j 713" BY MASTER BUILDERS, 0" T01/8" o°
AT DRAIN, WRAP STONE
WITH FILTER FABRIC OR EQUAL. 0 0
TYPICAL CASING PIPE PLUG DETAIL A DETAIL B o
' POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
6" 12" #7 BARS AROUND
MAX PERIMETER OF
FOOTING, TYP
CD X
W
H-
0
Z
• . W
W
U7
SEE NOTE 1
NOTES:
1. GEOMETRY OF FOOTING SHALL MATCH
GEOMETRY OF CONCRETE PIERS WITH HEIGHT
OF 6 FEET OR LESS AS PER DRAWING S -14. CITY OF RALEIGH
2. NON - SHRINK GROUT SHALL BE "EUCO -N -S" BY DEPARTMENT OF PUBLIC UTILITIES
THE EUCLID CHEMICAL COMPANY; "MASTERFLOW AERIAL PIPE CROSSING
713" BY MASTER BUILDERS, OR EQUAL. CONCRETE PIER ON BEDROCK
7DWG. N0. REVISIONS DATE REVISIONS DATE
S17
SECTION B -B
NOTES:
1. PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034.
2. BOTTOM 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 FEET.
5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE. INSTALL
FLEXIBLE RUBBER COUPLING.
6. CORE HOLE SHALL NOT ENTER CONE SECTION.
7. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
INSIDE DROP MANHOLE
DWG. NO. 1 REVISIONS DATE REVISIONS
5 -53 MAB I -G- 13
DATE
CARRIER PIPE
3/8" STEEL PLATE, TYP
3/8 "x4" STEEL
PLATE,TYP
5/8" 0 A325 BOLT
CASING PIPE
3/16 V 4
1" R ON ALL CORNERS
NOTE:
USE A MINIMUM OF 2 SPIDERS PER JOINT
PLACED ONE FOURTH OF THE PIPE JOINT
LENGTH IN FROM BOTH THE BELL AND
SPIGOT.
CITY OF RALEIGH
PIPE ALIGNMENT GUIDE
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CASING PIPE DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
518 A.B.B. ^ -16 -04
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
A/2
1 OO OO OO OO O O OO O
ADDITIONAL 44 @12"
ADDITIONAL VERTICAL BAR,
SAME SIZE AS OTHERS
PLAN - CONCRETE SUPPORT NOSING
DETAIL B
UPSTREAM FACE
CM
(WHEN EXPOSED TO STREAM FLOW)
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE SUPPORT DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
S"19 D.H L. 6/16/08
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fX. 704.332.1210 1 www.dprossociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, INC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 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:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowe I 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
704 - 987 -9114 Tel.
704 - 987 -9938 Fax.
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
FFORLANYEP(JRPOSE EOTHER THAN INR PART,
CONNECTION WITH YHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER 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
2 10 -19 -10 PER C.O.R. 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.R.P.U.D. COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -10
SHEET 11 OF 11 TOTAL
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r+
SEE NOTE 3
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D
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x ¢ .0 Z
(n uJ o z 0 R F 1. PILE SUPPORTED PIER FOUNDATION DESIGN SHOWN
Z Z o J m W W o w o u ,°o ON THIS DETAIL IS BASED ON THE FOLLOWING
0 p U w° 2 O Z rc - W PARAMETERS:
Z w Z 9 w a m< o< o MINIMUM CAPACITY OF HP12x53 PILE = 30 TONS
w coo m c0i o � 8 '< z Z Y a CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
0 0 m o I w W W W W W U W Wo GRADE 60 REINFORCING STEEL
W z Z W Z o W w N Z W, Z MAXIMUM STREAM VELOCITY = 10 FT /SEC
Q w� O w N z z a° IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM
Z 'L ° z w< W x a o W Z THESE PARAMETERS, THE FOUNDATION DESIGN
Lu
o o W k< z o 0 o w Z SHALL BE REVIEWED BY THE ENGINEER.
Z W Z ~ w J o 2.
M Q 6 LENGTH OF PILES SHALL BE AS REQUIRED TO
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
SHALL BE REINFORCED WITH #5 BARS AT 12 INCHES
OC IN EACH DIRECTION ON EACH FACE.
EIGHTEEN -INCH WIDE PIERS SHALL BE REINFORCED
WITH #7 BARS AT 12 INCHES OC IN EACH DIRECTION
CITY OF RALEIGH ON EACH FACE. FOOTINGS SHALL BE REINFORCED
CASING PIER FOOTING PIER FOOTING FOOTING PILE
PIPE DIA. THICKNESS THICKNESS WIDTH WIDTH LENGTH SPACING
"D" (IN.) "A" (IN.) "B" (IN.) "C" (FT.) "D" (FT.) "E" (FT.) "F" (FT.)
6 -12 12 20 2' -4" T -0" 6-0" T -0"
14 -20 12 20 T -O" T -O" F -0" 5-0"
22 -28 18 26 T -8" 4' -0" 8' -9" 6 -9"
30 -36 18 26 4' -4" 4' -0" 9' -0" 6-0"
38 -48 18 26 5' -4" 5' -0" 9' -6" 6' -6"
51 -60 18 26 6' -4" 5' -0" 9' -10" 6-10"
4. TYPICALLY TO PIERS.
PUBLIC WORKS DEPARTMENT
EIGHTEEN -INCH WIDE PIERS SHALL REQUIRE TWO
REVISIONS DATE. 911113 NOT TO SCALE 5. STRAPS OVER THE PIPE INSTEAD OF ONE (AS CITY OF RALEIGH
STANDARD TEMPORARY SHOWN).
(SEDIMENT /SILT) /TREE DEPARTMENT OF PUBLIC UTILITIES
CONSERVATION AREA WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE
FENCE DETAIL LOCATED WITHIN A STREAM AND ARE NOT COVERED AERIAL PIPE CROSSING
TC�07 WITH BACKFILL, SEE DRAWING S -19 FOR
MODIFICATIONS TO UPSTREAM FACE OF SUPPORT. PILE SUPPORTED PIER DETAIL
DWG. N0. REVISIONS
D H L DATE
6
S-16
HOLE FOR INFLUENT
WITH CORING MACHINE
NSTALL FLEXIBLE RUBBER
LING. (SEE NOTE #5)
4" MIN. CLEAR FROM
JOINT (ABOVE OR BELOW)
CUT TO FIT
1/4 "x2" STAINLESS
STEEL STRAP WITH 2
ANCHOR BOLTS
9 L.F.
D.I.P.
1,12 PIPE 1.).
J
J
in 3
U Z2
a
ENLARGED DETAIL
R =1/2 O.D
BARREL
1/4 "x2"
STAINLESS STEEL
STRAP WITH 2
ANCHOR BOLTS
SECTION B -B
SECTION A -A
NORMAL[
THICKNEE
SEE NOTE
CONCRET
LEVELING
BE PLACE
FOOTING
Of
0 J °D w 0
Z 0 Q H W H W O
_ ~ _ = W Z O V) IL
H-I_ ❑ ❑(D0 F=�- W of
(D
az0 �� o }?n o(DLU WZwci)
O Q IL U) :2 Z m W Z W O Q (D 2 O MIN„
of z Z 0 Q Z w O U Z) W W o Q�
Q< W Z °W a Z Q J 0- LU(D W m ZQ W
U O W U) � (D g m J ❑ 2 EXISTING GRADE
a w Cl) w U Q Z w U) Z Z J Q U❑ W W STEEL CASING PIPE LLj W J 2 LLI Q
Jm H~ Q O J Z o o U) X 20 U) 0 \��� \� ' _ PIPE ALIGNMENT GUIDE
W a U Q J W (D ZO Z Q LOCATED AT EACH JOINT,
W W d W (= Z Q Z U a- � Q H I- SEE DWG 5 -39
W - W 0
g o~ Y - a 0❑ O Z LL w ow LU 7 O w`nm� ❑Jw❑0 co 0 U n aL
W ❑ O - } (D LL <
PIPE JOINT, TYP ILL
NIW Y a Q O W ZQ lY W 0 c OZ F Q Z O a � DIP CARRIER PIPE
Lu a - W m - NON- SHRINK
a z J O_ J Q 0- (.D W ce d W GROUT PLUG, \
U J w = (D W_ (n Q Z_ U) a W }. > STANDARD SEE DWG S -17 LLI 0 LL a- LL1
O ❑ O LZLI U) H UJ CD H Z ❑ = 0- N MANHOLE ANCHOR BOSTS STEEL
X00 O �� WP: E- W-0 ZwQ= = SECTION
LL ,_ w Z r U) U) m- N U) ❑ B co W U) W U) H
�m0
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J
(D ¢
z
Uw W
W
LU a Y o CD 0 0 0 0 0 o Ln Ln o 0
LO Ln Ln LO LO Ln Ln Ln r` r• 0 CD
W Z Z r r r r r r- r- r- co M LO O
Z Z M M M M M co M co V V O Un
V) Q J 6 6 0 6 6 6 6 6 6 6 O
0 U <
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CO (D w W _
CO LU Z (n W Z V (D 00 O V (O O N (D N 00 CD
J UJ N N N Cl) Cl) Cl) V V LO
Do
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Ua
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CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
STEEL CASING PIPE ELEVATION
DWG. NO. REVISIONS DATE REVISIONS DATE
S -12 D.H.L. 6 /16 /08
R
EXISTING GRADE
STEEL CASING PIPE
/ RJ DIP CARRIER PIPE
- STANDARD \\
MANHOLE PIPE SUPPORT,
3/4" STAINLESS STEEL 7 SEE DWG S -14
ANCHOR BOLTS & STRAPS
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
TYPICAL PIPE SECTION & ELEVATION
DWG. NO. REVISIONS DATE REVISIONS DATE
S -13 D.H.L. 6/16/08
NON- SHRINK GROUT
BULKHEAD AT EACH TURN DOWN ELBOW
END OF CASING PIPE FINISHED GRADE C"i WITH INSECT SCREEN
STYROFOAM PLUG TO
ASSIST GROUT PLACEMENT,
ALL AROUND
STEEL CASING PIPE
2" 0 GALV STEEL VENT,
DIP CARRIER PIPE TWO PER CASING, ONE
AT EACH END OF
CASING PIPE
1/4 "x3" STAINLESS STEEL STRAP WITH SNUG FIT
1/4 "x2 1/2" NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5) D
1/4 "x6" NEOPRENE PAD 3l4" O STAINLESS
ADHERED TO SADDLE STEELANCHOR
Nf 120°
BOLTS, ASTM A307
of ° II OR A36
"--li
SEE NOTE 4
SEE NOTE 4 FOR BAR SIZE
FOR BAR SIZE AND SPACING
AND SPACING
I Z
T7
"t
D
CASING PIER FOOTING FOOTING
"H" THICKNESS
PIPE DIA. (FT.) "A" (IN.) WIDTH LENGTH WIDTH
"D" (IN.) "B" (FT.) "C" (FT.) "D" (FT.)
< 6 12 2' 4" 5' -6" T -0"
8 12 2'-4" 6'-3" 3' -0"
6 -12 10 12 2'4" 6-8" T -0"
12 12 2'-4" T -2" 3' -0"
< 6 12 T -0" 8' -0" T -0"
8 12 T -0" 9' -0" 3' -0"
14 -20
10 12 T -0" 9' -10" T -0"
12 14 T -0" 10' -6" T -0"
< 6 14 3' -8" 8' 4" 4'4"
8 14 T -8" 10' -0" 4' 4"
22-28
12 14 3' -8" 11' -10" 4' -0"
< 6 18 4' 4" 9' -0" 4' -0"
8 18 4'4" 10' -6" 4'4"
30 -36 10 18 4'4" 11' -6" 4' 4"
12 18 4'4" 12'4" 4' 4"
< 6 18 1 54" 9' -6" 1 5' -0"
8 18 54" 11'_0„ 5-0"
38 -48
10 18 5-4" 12' -0" 5' -0"
12 18 54" 12' -10" 5' -0"
< 6 18 6'-4" 9' -10" 5' -0"
8 18 64" 11'_4„ 6 -0"
51 -56 10 18 6' 4" 12' -4" 5'-0"
12 1 18 1 64" 13' -2" 5'4"
NOTES:
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 = 10 FT /SEC
MAXIMUM SUPPORT HEIGHT (H) = 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
WITHSTAND 2000 PSF BEARING PRESSURE, A PILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S -15.
3. IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3 -FEET MINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION. SEE DRAWING S -17.
4. TWELVE -INCH AND FOURTEEN -INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH #5 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN -INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH #7 BARS AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE.
5. EIGHTEEN -INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVER THE
PIPE INSTEAD OF ONE (AS SHOWN).
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
DWG. NO. REVISIONS DATE REVISIONS DATE
S -14 D.H.L. 6/16/08
COLUMN VERTICAL
DETAIL A
COLUMN HORIZONTAL OR
VERTICAL
PROVIDE PLASTIC SHEET
BOND BREAKER BETWEEN
60'+10'
CARRIER PIPE AND GROUT, o 0 0" T01/8" -0°
COMPETENT //\ ALL AROUND h
/ NOTE: +
PROVIDE 2" 0 GALV STEEL DRAIN x
NON- SHRINK GROUT SHALL BE } `L- ¢
IN BULKHEAD AT LOW END j �� /�j "EUCO -N -S" BY THE EUCLID 3/4" `'
OF CASING PIPE AND 1/3 CHEMICAL COMPANY; "MASTERFLOW MAX
CU YD OF CRUSHED STONE /j ��j ��j ��j ��j 713" BY MASTER BUILDERS, 0" T01/8" o°
AT DRAIN, WRAP STONE
WITH FILTER FABRIC OR EQUAL. 0 0
TYPICAL CASING PIPE PLUG DETAIL A DETAIL B o
' POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
6" 12" #7 BARS AROUND
MAX PERIMETER OF
FOOTING, TYP
CD X
W
H-
0
Z
• . W
W
U7
SEE NOTE 1
NOTES:
1. GEOMETRY OF FOOTING SHALL MATCH
GEOMETRY OF CONCRETE PIERS WITH HEIGHT
OF 6 FEET OR LESS AS PER DRAWING S -14. CITY OF RALEIGH
2. NON - SHRINK GROUT SHALL BE "EUCO -N -S" BY DEPARTMENT OF PUBLIC UTILITIES
THE EUCLID CHEMICAL COMPANY; "MASTERFLOW AERIAL PIPE CROSSING
713" BY MASTER BUILDERS, OR EQUAL. CONCRETE PIER ON BEDROCK
7DWG. N0. REVISIONS DATE REVISIONS DATE
S17
SECTION B -B
NOTES:
1. PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034.
2. BOTTOM 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 FEET.
5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE. INSTALL
FLEXIBLE RUBBER COUPLING.
6. CORE HOLE SHALL NOT ENTER CONE SECTION.
7. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
INSIDE DROP MANHOLE
DWG. NO. 1 REVISIONS DATE REVISIONS
5 -53 MAB I -G- 13
DATE
CARRIER PIPE
3/8" STEEL PLATE, TYP
3/8 "x4" STEEL
PLATE,TYP
5/8" 0 A325 BOLT
CASING PIPE
3/16 V 4
1" R ON ALL CORNERS
NOTE:
USE A MINIMUM OF 2 SPIDERS PER JOINT
PLACED ONE FOURTH OF THE PIPE JOINT
LENGTH IN FROM BOTH THE BELL AND
SPIGOT.
CITY OF RALEIGH
PIPE ALIGNMENT GUIDE
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CASING PIPE DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
518 A.B.B. ^ -16 -04
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
A/2
1 OO OO OO OO O O OO O
ADDITIONAL 44 @12"
ADDITIONAL VERTICAL BAR,
SAME SIZE AS OTHERS
PLAN - CONCRETE SUPPORT NOSING
DETAIL B
UPSTREAM FACE
CM
(WHEN EXPOSED TO STREAM FLOW)
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE SUPPORT DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
S"19 D.H L. 6/16/08
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fX. 704.332.1210 1 www.dprossociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, INC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 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:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowe I 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
704 - 987 -9114 Tel.
704 - 987 -9938 Fax.
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
FFORLANYEP(JRPOSE EOTHER THAN INR PART,
CONNECTION WITH YHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER 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
2 10 -19 -10 PER C.O.R. 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.R.P.U.D. COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -10
SHEET 11 OF 11 TOTAL
0)
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W W ° W NOTES:
p m ~ 2 O W m w<
x ¢ .0 Z
(n uJ o z 0 R F 1. PILE SUPPORTED PIER FOUNDATION DESIGN SHOWN
Z Z o J m W W o w o u ,°o ON THIS DETAIL IS BASED ON THE FOLLOWING
0 p U w° 2 O Z rc - W PARAMETERS:
Z w Z 9 w a m< o< o MINIMUM CAPACITY OF HP12x53 PILE = 30 TONS
w coo m c0i o � 8 '< z Z Y a CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
0 0 m o I w W W W W W U W Wo GRADE 60 REINFORCING STEEL
W z Z W Z o W w N Z W, Z MAXIMUM STREAM VELOCITY = 10 FT /SEC
Q w� O w N z z a° IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM
Z 'L ° z w< W x a o W Z THESE PARAMETERS, THE FOUNDATION DESIGN
Lu
o o W k< z o 0 o w Z SHALL BE REVIEWED BY THE ENGINEER.
Z W Z ~ w J o 2.
M Q 6 LENGTH OF PILES SHALL BE AS REQUIRED TO
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
SHALL BE REINFORCED WITH #5 BARS AT 12 INCHES
OC IN EACH DIRECTION ON EACH FACE.
EIGHTEEN -INCH WIDE PIERS SHALL BE REINFORCED
WITH #7 BARS AT 12 INCHES OC IN EACH DIRECTION
CITY OF RALEIGH ON EACH FACE. FOOTINGS SHALL BE REINFORCED
CASING PIER FOOTING PIER FOOTING FOOTING PILE
PIPE DIA. THICKNESS THICKNESS WIDTH WIDTH LENGTH SPACING
"D" (IN.) "A" (IN.) "B" (IN.) "C" (FT.) "D" (FT.) "E" (FT.) "F" (FT.)
6 -12 12 20 2' -4" T -0" 6-0" T -0"
14 -20 12 20 T -O" T -O" F -0" 5-0"
22 -28 18 26 T -8" 4' -0" 8' -9" 6 -9"
30 -36 18 26 4' -4" 4' -0" 9' -0" 6-0"
38 -48 18 26 5' -4" 5' -0" 9' -6" 6' -6"
51 -60 18 26 6' -4" 5' -0" 9' -10" 6-10"
4. TYPICALLY TO PIERS.
PUBLIC WORKS DEPARTMENT
EIGHTEEN -INCH WIDE PIERS SHALL REQUIRE TWO
REVISIONS DATE. 911113 NOT TO SCALE 5. STRAPS OVER THE PIPE INSTEAD OF ONE (AS CITY OF RALEIGH
STANDARD TEMPORARY SHOWN).
(SEDIMENT /SILT) /TREE DEPARTMENT OF PUBLIC UTILITIES
CONSERVATION AREA WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE
FENCE DETAIL LOCATED WITHIN A STREAM AND ARE NOT COVERED AERIAL PIPE CROSSING
TC�07 WITH BACKFILL, SEE DRAWING S -19 FOR
MODIFICATIONS TO UPSTREAM FACE OF SUPPORT. PILE SUPPORTED PIER DETAIL
DWG. N0. REVISIONS
D H L DATE
6
S-16
HOLE FOR INFLUENT
WITH CORING MACHINE
NSTALL FLEXIBLE RUBBER
LING. (SEE NOTE #5)
4" MIN. CLEAR FROM
JOINT (ABOVE OR BELOW)
CUT TO FIT
1/4 "x2" STAINLESS
STEEL STRAP WITH 2
ANCHOR BOLTS
9 L.F.
D.I.P.
1,12 PIPE 1.).
J
J
in 3
U Z2
a
ENLARGED DETAIL
R =1/2 O.D
BARREL
1/4 "x2"
STAINLESS STEEL
STRAP WITH 2
ANCHOR BOLTS
SECTION B -B
SECTION A -A
NORMAL[
THICKNEE
SEE NOTE
CONCRET
LEVELING
BE PLACE
FOOTING
Of
0 J °D w 0
Z 0 Q H W H W O
_ ~ _ = W Z O V) IL
H-I_ ❑ ❑(D0 F=�- W of
(D
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of z Z 0 Q Z w O U Z) W W o Q�
Q< W Z °W a Z Q J 0- LU(D W m ZQ W
U O W U) � (D g m J ❑ 2 EXISTING GRADE
a w Cl) w U Q Z w U) Z Z J Q U❑ W W STEEL CASING PIPE LLj W J 2 LLI Q
Jm H~ Q O J Z o o U) X 20 U) 0 \��� \� ' _ PIPE ALIGNMENT GUIDE
W a U Q J W (D ZO Z Q LOCATED AT EACH JOINT,
W W d W (= Z Q Z U a- � Q H I- SEE DWG 5 -39
W - W 0
g o~ Y - a 0❑ O Z LL w ow LU 7 O w`nm� ❑Jw❑0 co 0 U n aL
W ❑ O - } (D LL <
PIPE JOINT, TYP ILL
NIW Y a Q O W ZQ lY W 0 c OZ F Q Z O a � DIP CARRIER PIPE
Lu a - W m - NON- SHRINK
a z J O_ J Q 0- (.D W ce d W GROUT PLUG, \
U J w = (D W_ (n Q Z_ U) a W }. > STANDARD SEE DWG S -17 LLI 0 LL a- LL1
O ❑ O LZLI U) H UJ CD H Z ❑ = 0- N MANHOLE ANCHOR BOSTS STEEL
X00 O �� WP: E- W-0 ZwQ= = SECTION
LL ,_ w Z r U) U) m- N U) ❑ B co W U) W U) H
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Ua
a
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
STEEL CASING PIPE ELEVATION
DWG. NO. REVISIONS DATE REVISIONS DATE
S -12 D.H.L. 6 /16 /08
R
EXISTING GRADE
STEEL CASING PIPE
/ RJ DIP CARRIER PIPE
- STANDARD \\
MANHOLE PIPE SUPPORT,
3/4" STAINLESS STEEL 7 SEE DWG S -14
ANCHOR BOLTS & STRAPS
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
TYPICAL PIPE SECTION & ELEVATION
DWG. NO. REVISIONS DATE REVISIONS DATE
S -13 D.H.L. 6/16/08
NON- SHRINK GROUT
BULKHEAD AT EACH TURN DOWN ELBOW
END OF CASING PIPE FINISHED GRADE C"i WITH INSECT SCREEN
STYROFOAM PLUG TO
ASSIST GROUT PLACEMENT,
ALL AROUND
STEEL CASING PIPE
2" 0 GALV STEEL VENT,
DIP CARRIER PIPE TWO PER CASING, ONE
AT EACH END OF
CASING PIPE
1/4 "x3" STAINLESS STEEL STRAP WITH SNUG FIT
1/4 "x2 1/2" NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5) D
1/4 "x6" NEOPRENE PAD 3l4" O STAINLESS
ADHERED TO SADDLE STEELANCHOR
Nf 120°
BOLTS, ASTM A307
of ° II OR A36
"--li
SEE NOTE 4
SEE NOTE 4 FOR BAR SIZE
FOR BAR SIZE AND SPACING
AND SPACING
I Z
T7
"t
D
CASING PIER FOOTING FOOTING
"H" THICKNESS
PIPE DIA. (FT.) "A" (IN.) WIDTH LENGTH WIDTH
"D" (IN.) "B" (FT.) "C" (FT.) "D" (FT.)
< 6 12 2' 4" 5' -6" T -0"
8 12 2'-4" 6'-3" 3' -0"
6 -12 10 12 2'4" 6-8" T -0"
12 12 2'-4" T -2" 3' -0"
< 6 12 T -0" 8' -0" T -0"
8 12 T -0" 9' -0" 3' -0"
14 -20
10 12 T -0" 9' -10" T -0"
12 14 T -0" 10' -6" T -0"
< 6 14 3' -8" 8' 4" 4'4"
8 14 T -8" 10' -0" 4' 4"
22-28
12 14 3' -8" 11' -10" 4' -0"
< 6 18 4' 4" 9' -0" 4' -0"
8 18 4'4" 10' -6" 4'4"
30 -36 10 18 4'4" 11' -6" 4' 4"
12 18 4'4" 12'4" 4' 4"
< 6 18 1 54" 9' -6" 1 5' -0"
8 18 54" 11'_0„ 5-0"
38 -48
10 18 5-4" 12' -0" 5' -0"
12 18 54" 12' -10" 5' -0"
< 6 18 6'-4" 9' -10" 5' -0"
8 18 64" 11'_4„ 6 -0"
51 -56 10 18 6' 4" 12' -4" 5'-0"
12 1 18 1 64" 13' -2" 5'4"
NOTES:
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 = 10 FT /SEC
MAXIMUM SUPPORT HEIGHT (H) = 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
WITHSTAND 2000 PSF BEARING PRESSURE, A PILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S -15.
3. IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3 -FEET MINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION. SEE DRAWING S -17.
4. TWELVE -INCH AND FOURTEEN -INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH #5 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN -INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH #7 BARS AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE.
5. EIGHTEEN -INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVER THE
PIPE INSTEAD OF ONE (AS SHOWN).
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
DWG. NO. REVISIONS DATE REVISIONS DATE
S -14 D.H.L. 6/16/08
COLUMN VERTICAL
DETAIL A
COLUMN HORIZONTAL OR
VERTICAL
PROVIDE PLASTIC SHEET
BOND BREAKER BETWEEN
60'+10'
CARRIER PIPE AND GROUT, o 0 0" T01/8" -0°
COMPETENT //\ ALL AROUND h
/ NOTE: +
PROVIDE 2" 0 GALV STEEL DRAIN x
NON- SHRINK GROUT SHALL BE } `L- ¢
IN BULKHEAD AT LOW END j �� /�j "EUCO -N -S" BY THE EUCLID 3/4" `'
OF CASING PIPE AND 1/3 CHEMICAL COMPANY; "MASTERFLOW MAX
CU YD OF CRUSHED STONE /j ��j ��j ��j ��j 713" BY MASTER BUILDERS, 0" T01/8" o°
AT DRAIN, WRAP STONE
WITH FILTER FABRIC OR EQUAL. 0 0
TYPICAL CASING PIPE PLUG DETAIL A DETAIL B o
' POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
6" 12" #7 BARS AROUND
MAX PERIMETER OF
FOOTING, TYP
CD X
W
H-
0
Z
• . W
W
U7
SEE NOTE 1
NOTES:
1. GEOMETRY OF FOOTING SHALL MATCH
GEOMETRY OF CONCRETE PIERS WITH HEIGHT
OF 6 FEET OR LESS AS PER DRAWING S -14. CITY OF RALEIGH
2. NON - SHRINK GROUT SHALL BE "EUCO -N -S" BY DEPARTMENT OF PUBLIC UTILITIES
THE EUCLID CHEMICAL COMPANY; "MASTERFLOW AERIAL PIPE CROSSING
713" BY MASTER BUILDERS, OR EQUAL. CONCRETE PIER ON BEDROCK
7DWG. N0. REVISIONS DATE REVISIONS DATE
S17
SECTION B -B
NOTES:
1. PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034.
2. BOTTOM 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 FEET.
5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE. INSTALL
FLEXIBLE RUBBER COUPLING.
6. CORE HOLE SHALL NOT ENTER CONE SECTION.
7. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
INSIDE DROP MANHOLE
DWG. NO. 1 REVISIONS DATE REVISIONS
5 -53 MAB I -G- 13
DATE
CARRIER PIPE
3/8" STEEL PLATE, TYP
3/8 "x4" STEEL
PLATE,TYP
5/8" 0 A325 BOLT
CASING PIPE
3/16 V 4
1" R ON ALL CORNERS
NOTE:
USE A MINIMUM OF 2 SPIDERS PER JOINT
PLACED ONE FOURTH OF THE PIPE JOINT
LENGTH IN FROM BOTH THE BELL AND
SPIGOT.
CITY OF RALEIGH
PIPE ALIGNMENT GUIDE
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CASING PIPE DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
518 A.B.B. ^ -16 -04
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
A/2
1 OO OO OO OO O O OO O
ADDITIONAL 44 @12"
ADDITIONAL VERTICAL BAR,
SAME SIZE AS OTHERS
PLAN - CONCRETE SUPPORT NOSING
DETAIL B
UPSTREAM FACE
CM
(WHEN EXPOSED TO STREAM FLOW)
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE SUPPORT DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
S"19 D.H L. 6/16/08
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fX. 704.332.1210 1 www.dprossociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, INC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 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:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowe I 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
704 - 987 -9114 Tel.
704 - 987 -9938 Fax.
0\\��X \ \ \\ \111 1 1 1 1 1 1 1 /
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
FFORLANYEP(JRPOSE EOTHER THAN INR PART,
CONNECTION WITH YHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER 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
2 10 -19 -10 PER C.O.R. 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.R.P.U.D. COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -10
SHEET 11 OF 11 TOTAL
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CASING PIER FOOTING PIER FOOTING FOOTING PILE
PIPE DIA. THICKNESS THICKNESS WIDTH WIDTH LENGTH SPACING
"D" (IN.) "A" (IN.) "B" (IN.) "C" (FT.) "D" (FT.) "E" (FT.) "F" (FT.)
6 -12 12 20 2' -4" T -0" 6-0" T -0"
14 -20 12 20 T -O" T -O" F -0" 5-0"
22 -28 18 26 T -8" 4' -0" 8' -9" 6 -9"
30 -36 18 26 4' -4" 4' -0" 9' -0" 6-0"
38 -48 18 26 5' -4" 5' -0" 9' -6" 6' -6"
51 -60 18 26 6' -4" 5' -0" 9' -10" 6-10"
4. TYPICALLY TO PIERS.
PUBLIC WORKS DEPARTMENT
EIGHTEEN -INCH WIDE PIERS SHALL REQUIRE TWO
REVISIONS DATE. 911113 NOT TO SCALE 5. STRAPS OVER THE PIPE INSTEAD OF ONE (AS CITY OF RALEIGH
STANDARD TEMPORARY SHOWN).
(SEDIMENT /SILT) /TREE DEPARTMENT OF PUBLIC UTILITIES
CONSERVATION AREA WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE
FENCE DETAIL LOCATED WITHIN A STREAM AND ARE NOT COVERED AERIAL PIPE CROSSING
TC�07 WITH BACKFILL, SEE DRAWING S -19 FOR
MODIFICATIONS TO UPSTREAM FACE OF SUPPORT. PILE SUPPORTED PIER DETAIL
DWG. N0. REVISIONS
D H L DATE
6
S-16
HOLE FOR INFLUENT
WITH CORING MACHINE
NSTALL FLEXIBLE RUBBER
LING. (SEE NOTE #5)
4" MIN. CLEAR FROM
JOINT (ABOVE OR BELOW)
CUT TO FIT
1/4 "x2" STAINLESS
STEEL STRAP WITH 2
ANCHOR BOLTS
9 L.F.
D.I.P.
1,12 PIPE 1.).
J
J
in 3
U Z2
a
ENLARGED DETAIL
R =1/2 O.D
BARREL
1/4 "x2"
STAINLESS STEEL
STRAP WITH 2
ANCHOR BOLTS
SECTION B -B
SECTION A -A
NORMAL[
THICKNEE
SEE NOTE
CONCRET
LEVELING
BE PLACE
FOOTING
Of
0 J °D w 0
Z 0 Q H W H W O
_ ~ _ = W Z O V) IL
H-I_ ❑ ❑(D0 F=�- W of
(D
az0 �� o }?n o(DLU WZwci)
O Q IL U) :2 Z m W Z W O Q (D 2 O MIN„
of z Z 0 Q Z w O U Z) W W o Q�
Q< W Z °W a Z Q J 0- LU(D W m ZQ W
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a w Cl) w U Q Z w U) Z Z J Q U❑ W W STEEL CASING PIPE LLj W J 2 LLI Q
Jm H~ Q O J Z o o U) X 20 U) 0 \��� \� ' _ PIPE ALIGNMENT GUIDE
W a U Q J W (D ZO Z Q LOCATED AT EACH JOINT,
W W d W (= Z Q Z U a- � Q H I- SEE DWG 5 -39
W - W 0
g o~ Y - a 0❑ O Z LL w ow LU 7 O w`nm� ❑Jw❑0 co 0 U n aL
W ❑ O - } (D LL <
PIPE JOINT, TYP ILL
NIW Y a Q O W ZQ lY W 0 c OZ F Q Z O a � DIP CARRIER PIPE
Lu a - W m - NON- SHRINK
a z J O_ J Q 0- (.D W ce d W GROUT PLUG, \
U J w = (D W_ (n Q Z_ U) a W }. > STANDARD SEE DWG S -17 LLI 0 LL a- LL1
O ❑ O LZLI U) H UJ CD H Z ❑ = 0- N MANHOLE ANCHOR BOSTS STEEL
X00 O �� WP: E- W-0 ZwQ= = SECTION
LL ,_ w Z r U) U) m- N U) ❑ B co W U) W U) H
�m0
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LU a Y o CD 0 0 0 0 0 o Ln Ln o 0
LO Ln Ln LO LO Ln Ln Ln r` r• 0 CD
W Z Z r r r r r r- r- r- co M LO O
Z Z M M M M M co M co V V O Un
V) Q J 6 6 0 6 6 6 6 6 6 6 O
0 U <
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CO (D w W _
CO LU Z (n W Z V (D 00 O V (O O N (D N 00 CD
J UJ N N N Cl) Cl) Cl) V V LO
Do
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Ua
a
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
STEEL CASING PIPE ELEVATION
DWG. NO. REVISIONS DATE REVISIONS DATE
S -12 D.H.L. 6 /16 /08
R
EXISTING GRADE
STEEL CASING PIPE
/ RJ DIP CARRIER PIPE
- STANDARD \\
MANHOLE PIPE SUPPORT,
3/4" STAINLESS STEEL 7 SEE DWG S -14
ANCHOR BOLTS & STRAPS
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
TYPICAL PIPE SECTION & ELEVATION
DWG. NO. REVISIONS DATE REVISIONS DATE
S -13 D.H.L. 6/16/08
NON- SHRINK GROUT
BULKHEAD AT EACH TURN DOWN ELBOW
END OF CASING PIPE FINISHED GRADE C"i WITH INSECT SCREEN
STYROFOAM PLUG TO
ASSIST GROUT PLACEMENT,
ALL AROUND
STEEL CASING PIPE
2" 0 GALV STEEL VENT,
DIP CARRIER PIPE TWO PER CASING, ONE
AT EACH END OF
CASING PIPE
1/4 "x3" STAINLESS STEEL STRAP WITH SNUG FIT
1/4 "x2 1/2" NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5) D
1/4 "x6" NEOPRENE PAD 3l4" O STAINLESS
ADHERED TO SADDLE STEELANCHOR
Nf 120°
BOLTS, ASTM A307
of ° II OR A36
"--li
SEE NOTE 4
SEE NOTE 4 FOR BAR SIZE
FOR BAR SIZE AND SPACING
AND SPACING
I Z
T7
"t
D
CASING PIER FOOTING FOOTING
"H" THICKNESS
PIPE DIA. (FT.) "A" (IN.) WIDTH LENGTH WIDTH
"D" (IN.) "B" (FT.) "C" (FT.) "D" (FT.)
< 6 12 2' 4" 5' -6" T -0"
8 12 2'-4" 6'-3" 3' -0"
6 -12 10 12 2'4" 6-8" T -0"
12 12 2'-4" T -2" 3' -0"
< 6 12 T -0" 8' -0" T -0"
8 12 T -0" 9' -0" 3' -0"
14 -20
10 12 T -0" 9' -10" T -0"
12 14 T -0" 10' -6" T -0"
< 6 14 3' -8" 8' 4" 4'4"
8 14 T -8" 10' -0" 4' 4"
22-28
12 14 3' -8" 11' -10" 4' -0"
< 6 18 4' 4" 9' -0" 4' -0"
8 18 4'4" 10' -6" 4'4"
30 -36 10 18 4'4" 11' -6" 4' 4"
12 18 4'4" 12'4" 4' 4"
< 6 18 1 54" 9' -6" 1 5' -0"
8 18 54" 11'_0„ 5-0"
38 -48
10 18 5-4" 12' -0" 5' -0"
12 18 54" 12' -10" 5' -0"
< 6 18 6'-4" 9' -10" 5' -0"
8 18 64" 11'_4„ 6 -0"
51 -56 10 18 6' 4" 12' -4" 5'-0"
12 1 18 1 64" 13' -2" 5'4"
NOTES:
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 = 10 FT /SEC
MAXIMUM SUPPORT HEIGHT (H) = 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
WITHSTAND 2000 PSF BEARING PRESSURE, A PILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S -15.
3. IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3 -FEET MINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION. SEE DRAWING S -17.
4. TWELVE -INCH AND FOURTEEN -INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH #5 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN -INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH #7 BARS AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE.
5. EIGHTEEN -INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVER THE
PIPE INSTEAD OF ONE (AS SHOWN).
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
DWG. NO. REVISIONS DATE REVISIONS DATE
S -14 D.H.L. 6/16/08
COLUMN VERTICAL
DETAIL A
COLUMN HORIZONTAL OR
VERTICAL
PROVIDE PLASTIC SHEET
BOND BREAKER BETWEEN
60'+10'
CARRIER PIPE AND GROUT, o 0 0" T01/8" -0°
COMPETENT //\ ALL AROUND h
/ NOTE: +
PROVIDE 2" 0 GALV STEEL DRAIN x
NON- SHRINK GROUT SHALL BE } `L- ¢
IN BULKHEAD AT LOW END j �� /�j "EUCO -N -S" BY THE EUCLID 3/4" `'
OF CASING PIPE AND 1/3 CHEMICAL COMPANY; "MASTERFLOW MAX
CU YD OF CRUSHED STONE /j ��j ��j ��j ��j 713" BY MASTER BUILDERS, 0" T01/8" o°
AT DRAIN, WRAP STONE
WITH FILTER FABRIC OR EQUAL. 0 0
TYPICAL CASING PIPE PLUG DETAIL A DETAIL B o
' POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
6" 12" #7 BARS AROUND
MAX PERIMETER OF
FOOTING, TYP
CD X
W
H-
0
Z
• . W
W
U7
SEE NOTE 1
NOTES:
1. GEOMETRY OF FOOTING SHALL MATCH
GEOMETRY OF CONCRETE PIERS WITH HEIGHT
OF 6 FEET OR LESS AS PER DRAWING S -14. CITY OF RALEIGH
2. NON - SHRINK GROUT SHALL BE "EUCO -N -S" BY DEPARTMENT OF PUBLIC UTILITIES
THE EUCLID CHEMICAL COMPANY; "MASTERFLOW AERIAL PIPE CROSSING
713" BY MASTER BUILDERS, OR EQUAL. CONCRETE PIER ON BEDROCK
7DWG. N0. REVISIONS DATE REVISIONS DATE
S17
SECTION B -B
NOTES:
1. PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034.
2. BOTTOM 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 FEET.
5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE. INSTALL
FLEXIBLE RUBBER COUPLING.
6. CORE HOLE SHALL NOT ENTER CONE SECTION.
7. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
INSIDE DROP MANHOLE
DWG. NO. 1 REVISIONS DATE REVISIONS
5 -53 MAB I -G- 13
DATE
CARRIER PIPE
3/8" STEEL PLATE, TYP
3/8 "x4" STEEL
PLATE,TYP
5/8" 0 A325 BOLT
CASING PIPE
3/16 V 4
1" R ON ALL CORNERS
NOTE:
USE A MINIMUM OF 2 SPIDERS PER JOINT
PLACED ONE FOURTH OF THE PIPE JOINT
LENGTH IN FROM BOTH THE BELL AND
SPIGOT.
CITY OF RALEIGH
PIPE ALIGNMENT GUIDE
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CASING PIPE DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
518 A.B.B. ^ -16 -04
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
A/2
1 OO OO OO OO O O OO O
ADDITIONAL 44 @12"
ADDITIONAL VERTICAL BAR,
SAME SIZE AS OTHERS
PLAN - CONCRETE SUPPORT NOSING
DETAIL B
UPSTREAM FACE
CM
(WHEN EXPOSED TO STREAM FLOW)
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE SUPPORT DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
S"19 D.H L. 6/16/08
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fX. 704.332.1210 1 www.dprossociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, INC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 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:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowe I 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
704 - 987 -9114 Tel.
704 - 987 -9938 Fax.
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
FFORLANYEP(JRPOSE EOTHER THAN INR PART,
CONNECTION WITH YHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER 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
2 10 -19 -10 PER C.O.R. 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.R.P.U.D. COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -10
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4. TYPICALLY TO PIERS.
PUBLIC WORKS DEPARTMENT
EIGHTEEN -INCH WIDE PIERS SHALL REQUIRE TWO
REVISIONS DATE. 911113 NOT TO SCALE 5. STRAPS OVER THE PIPE INSTEAD OF ONE (AS CITY OF RALEIGH
STANDARD TEMPORARY SHOWN).
(SEDIMENT /SILT) /TREE DEPARTMENT OF PUBLIC UTILITIES
CONSERVATION AREA WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE
FENCE DETAIL LOCATED WITHIN A STREAM AND ARE NOT COVERED AERIAL PIPE CROSSING
TC�07 WITH BACKFILL, SEE DRAWING S -19 FOR
MODIFICATIONS TO UPSTREAM FACE OF SUPPORT. PILE SUPPORTED PIER DETAIL
DWG. N0. REVISIONS
D H L DATE
6
S-16
HOLE FOR INFLUENT
WITH CORING MACHINE
NSTALL FLEXIBLE RUBBER
LING. (SEE NOTE #5)
4" MIN. CLEAR FROM
JOINT (ABOVE OR BELOW)
CUT TO FIT
1/4 "x2" STAINLESS
STEEL STRAP WITH 2
ANCHOR BOLTS
9 L.F.
D.I.P.
1,12 PIPE 1.).
J
J
in 3
U Z2
a
ENLARGED DETAIL
R =1/2 O.D
BARREL
1/4 "x2"
STAINLESS STEEL
STRAP WITH 2
ANCHOR BOLTS
SECTION B -B
SECTION A -A
NORMAL[
THICKNEE
SEE NOTE
CONCRET
LEVELING
BE PLACE
FOOTING
Of
0 J °D w 0
Z 0 Q H W H W O
_ ~ _ = W Z O V) IL
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of z Z 0 Q Z w O U Z) W W o Q�
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a w Cl) w U Q Z w U) Z Z J Q U❑ W W STEEL CASING PIPE LLj W J 2 LLI Q
Jm H~ Q O J Z o o U) X 20 U) 0 \��� \� ' _ PIPE ALIGNMENT GUIDE
W a U Q J W (D ZO Z Q LOCATED AT EACH JOINT,
W W d W (= Z Q Z U a- � Q H I- SEE DWG 5 -39
W - W 0
g o~ Y - a 0❑ O Z LL w ow LU 7 O w`nm� ❑Jw❑0 co 0 U n aL
W ❑ O - } (D LL <
PIPE JOINT, TYP ILL
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Lu a - W m - NON- SHRINK
a z J O_ J Q 0- (.D W ce d W GROUT PLUG, \
U J w = (D W_ (n Q Z_ U) a W }. > STANDARD SEE DWG S -17 LLI 0 LL a- LL1
O ❑ O LZLI U) H UJ CD H Z ❑ = 0- N MANHOLE ANCHOR BOSTS STEEL
X00 O �� WP: E- W-0 ZwQ= = SECTION
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CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
STEEL CASING PIPE ELEVATION
DWG. NO. REVISIONS DATE REVISIONS DATE
S -12 D.H.L. 6 /16 /08
R
EXISTING GRADE
STEEL CASING PIPE
/ RJ DIP CARRIER PIPE
- STANDARD \\
MANHOLE PIPE SUPPORT,
3/4" STAINLESS STEEL 7 SEE DWG S -14
ANCHOR BOLTS & STRAPS
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
TYPICAL PIPE SECTION & ELEVATION
DWG. NO. REVISIONS DATE REVISIONS DATE
S -13 D.H.L. 6/16/08
NON- SHRINK GROUT
BULKHEAD AT EACH TURN DOWN ELBOW
END OF CASING PIPE FINISHED GRADE C"i WITH INSECT SCREEN
STYROFOAM PLUG TO
ASSIST GROUT PLACEMENT,
ALL AROUND
STEEL CASING PIPE
2" 0 GALV STEEL VENT,
DIP CARRIER PIPE TWO PER CASING, ONE
AT EACH END OF
CASING PIPE
1/4 "x3" STAINLESS STEEL STRAP WITH SNUG FIT
1/4 "x2 1/2" NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5) D
1/4 "x6" NEOPRENE PAD 3l4" O STAINLESS
ADHERED TO SADDLE STEELANCHOR
Nf 120°
BOLTS, ASTM A307
of ° II OR A36
"--li
SEE NOTE 4
SEE NOTE 4 FOR BAR SIZE
FOR BAR SIZE AND SPACING
AND SPACING
I Z
T7
"t
D
CASING PIER FOOTING FOOTING
"H" THICKNESS
PIPE DIA. (FT.) "A" (IN.) WIDTH LENGTH WIDTH
"D" (IN.) "B" (FT.) "C" (FT.) "D" (FT.)
< 6 12 2' 4" 5' -6" T -0"
8 12 2'-4" 6'-3" 3' -0"
6 -12 10 12 2'4" 6-8" T -0"
12 12 2'-4" T -2" 3' -0"
< 6 12 T -0" 8' -0" T -0"
8 12 T -0" 9' -0" 3' -0"
14 -20
10 12 T -0" 9' -10" T -0"
12 14 T -0" 10' -6" T -0"
< 6 14 3' -8" 8' 4" 4'4"
8 14 T -8" 10' -0" 4' 4"
22-28
12 14 3' -8" 11' -10" 4' -0"
< 6 18 4' 4" 9' -0" 4' -0"
8 18 4'4" 10' -6" 4'4"
30 -36 10 18 4'4" 11' -6" 4' 4"
12 18 4'4" 12'4" 4' 4"
< 6 18 1 54" 9' -6" 1 5' -0"
8 18 54" 11'_0„ 5-0"
38 -48
10 18 5-4" 12' -0" 5' -0"
12 18 54" 12' -10" 5' -0"
< 6 18 6'-4" 9' -10" 5' -0"
8 18 64" 11'_4„ 6 -0"
51 -56 10 18 6' 4" 12' -4" 5'-0"
12 1 18 1 64" 13' -2" 5'4"
NOTES:
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 = 10 FT /SEC
MAXIMUM SUPPORT HEIGHT (H) = 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
WITHSTAND 2000 PSF BEARING PRESSURE, A PILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S -15.
3. IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3 -FEET MINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION. SEE DRAWING S -17.
4. TWELVE -INCH AND FOURTEEN -INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH #5 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN -INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH #7 BARS AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE.
5. EIGHTEEN -INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVER THE
PIPE INSTEAD OF ONE (AS SHOWN).
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
DWG. NO. REVISIONS DATE REVISIONS DATE
S -14 D.H.L. 6/16/08
COLUMN VERTICAL
DETAIL A
COLUMN HORIZONTAL OR
VERTICAL
PROVIDE PLASTIC SHEET
BOND BREAKER BETWEEN
60'+10'
CARRIER PIPE AND GROUT, o 0 0" T01/8" -0°
COMPETENT //\ ALL AROUND h
/ NOTE: +
PROVIDE 2" 0 GALV STEEL DRAIN x
NON- SHRINK GROUT SHALL BE } `L- ¢
IN BULKHEAD AT LOW END j �� /�j "EUCO -N -S" BY THE EUCLID 3/4" `'
OF CASING PIPE AND 1/3 CHEMICAL COMPANY; "MASTERFLOW MAX
CU YD OF CRUSHED STONE /j ��j ��j ��j ��j 713" BY MASTER BUILDERS, 0" T01/8" o°
AT DRAIN, WRAP STONE
WITH FILTER FABRIC OR EQUAL. 0 0
TYPICAL CASING PIPE PLUG DETAIL A DETAIL B o
' POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
6" 12" #7 BARS AROUND
MAX PERIMETER OF
FOOTING, TYP
CD X
W
H-
0
Z
• . W
W
U7
SEE NOTE 1
NOTES:
1. GEOMETRY OF FOOTING SHALL MATCH
GEOMETRY OF CONCRETE PIERS WITH HEIGHT
OF 6 FEET OR LESS AS PER DRAWING S -14. CITY OF RALEIGH
2. NON - SHRINK GROUT SHALL BE "EUCO -N -S" BY DEPARTMENT OF PUBLIC UTILITIES
THE EUCLID CHEMICAL COMPANY; "MASTERFLOW AERIAL PIPE CROSSING
713" BY MASTER BUILDERS, OR EQUAL. CONCRETE PIER ON BEDROCK
7DWG. N0. REVISIONS DATE REVISIONS DATE
S17
SECTION B -B
NOTES:
1. PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034.
2. BOTTOM 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 FEET.
5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE. INSTALL
FLEXIBLE RUBBER COUPLING.
6. CORE HOLE SHALL NOT ENTER CONE SECTION.
7. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
INSIDE DROP MANHOLE
DWG. NO. 1 REVISIONS DATE REVISIONS
5 -53 MAB I -G- 13
DATE
CARRIER PIPE
3/8" STEEL PLATE, TYP
3/8 "x4" STEEL
PLATE,TYP
5/8" 0 A325 BOLT
CASING PIPE
3/16 V 4
1" R ON ALL CORNERS
NOTE:
USE A MINIMUM OF 2 SPIDERS PER JOINT
PLACED ONE FOURTH OF THE PIPE JOINT
LENGTH IN FROM BOTH THE BELL AND
SPIGOT.
CITY OF RALEIGH
PIPE ALIGNMENT GUIDE
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CASING PIPE DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
518 A.B.B. ^ -16 -04
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
A/2
1 OO OO OO OO O O OO O
ADDITIONAL 44 @12"
ADDITIONAL VERTICAL BAR,
SAME SIZE AS OTHERS
PLAN - CONCRETE SUPPORT NOSING
DETAIL B
UPSTREAM FACE
CM
(WHEN EXPOSED TO STREAM FLOW)
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE SUPPORT DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
S"19 D.H L. 6/16/08
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fX. 704.332.1210 1 www.dprossociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, INC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 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:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowe I 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
704 - 987 -9114 Tel.
704 - 987 -9938 Fax.
0\\��X \ \ \\ \111 1 1 1 1 1 1 1 /
!� QL ° ° °ESS/ ° v
* on C -650 0
o`o° o°
A °0 R °p °� °° Z
//// sol I ICI I i 11x1` ��\\\\\\�
ivCA ROB /� /'' //
SEAL r °
030523
i
%, / y N(3U� \�\\\\ °�
IIIIIIII\\ ,!�
W o
� N
V J
// I J
W Q0
N
� U
z
Q
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
FFORLANYEP(JRPOSE EOTHER THAN INR PART,
CONNECTION WITH YHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER 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
2 10 -19 -10 PER C.O.R. 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.R.P.U.D. COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -10
SHEET 11 OF 11 TOTAL
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CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
STEEL CASING PIPE ELEVATION
DWG. NO. REVISIONS DATE REVISIONS DATE
S -12 D.H.L. 6 /16 /08
R
EXISTING GRADE
STEEL CASING PIPE
/ RJ DIP CARRIER PIPE
- STANDARD \\
MANHOLE PIPE SUPPORT,
3/4" STAINLESS STEEL 7 SEE DWG S -14
ANCHOR BOLTS & STRAPS
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
TYPICAL PIPE SECTION & ELEVATION
DWG. NO. REVISIONS DATE REVISIONS DATE
S -13 D.H.L. 6/16/08
NON- SHRINK GROUT
BULKHEAD AT EACH TURN DOWN ELBOW
END OF CASING PIPE FINISHED GRADE C"i WITH INSECT SCREEN
STYROFOAM PLUG TO
ASSIST GROUT PLACEMENT,
ALL AROUND
STEEL CASING PIPE
2" 0 GALV STEEL VENT,
DIP CARRIER PIPE TWO PER CASING, ONE
AT EACH END OF
CASING PIPE
1/4 "x3" STAINLESS STEEL STRAP WITH SNUG FIT
1/4 "x2 1/2" NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5) D
1/4 "x6" NEOPRENE PAD 3l4" O STAINLESS
ADHERED TO SADDLE STEELANCHOR
Nf 120°
BOLTS, ASTM A307
of ° II OR A36
"--li
SEE NOTE 4
SEE NOTE 4 FOR BAR SIZE
FOR BAR SIZE AND SPACING
AND SPACING
I Z
T7
"t
D
CASING PIER FOOTING FOOTING
"H" THICKNESS
PIPE DIA. (FT.) "A" (IN.) WIDTH LENGTH WIDTH
"D" (IN.) "B" (FT.) "C" (FT.) "D" (FT.)
< 6 12 2' 4" 5' -6" T -0"
8 12 2'-4" 6'-3" 3' -0"
6 -12 10 12 2'4" 6-8" T -0"
12 12 2'-4" T -2" 3' -0"
< 6 12 T -0" 8' -0" T -0"
8 12 T -0" 9' -0" 3' -0"
14 -20
10 12 T -0" 9' -10" T -0"
12 14 T -0" 10' -6" T -0"
< 6 14 3' -8" 8' 4" 4'4"
8 14 T -8" 10' -0" 4' 4"
22-28
12 14 3' -8" 11' -10" 4' -0"
< 6 18 4' 4" 9' -0" 4' -0"
8 18 4'4" 10' -6" 4'4"
30 -36 10 18 4'4" 11' -6" 4' 4"
12 18 4'4" 12'4" 4' 4"
< 6 18 1 54" 9' -6" 1 5' -0"
8 18 54" 11'_0„ 5-0"
38 -48
10 18 5-4" 12' -0" 5' -0"
12 18 54" 12' -10" 5' -0"
< 6 18 6'-4" 9' -10" 5' -0"
8 18 64" 11'_4„ 6 -0"
51 -56 10 18 6' 4" 12' -4" 5'-0"
12 1 18 1 64" 13' -2" 5'4"
NOTES:
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 = 10 FT /SEC
MAXIMUM SUPPORT HEIGHT (H) = 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
WITHSTAND 2000 PSF BEARING PRESSURE, A PILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S -15.
3. IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3 -FEET MINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION. SEE DRAWING S -17.
4. TWELVE -INCH AND FOURTEEN -INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH #5 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN -INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH #7 BARS AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE.
5. EIGHTEEN -INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVER THE
PIPE INSTEAD OF ONE (AS SHOWN).
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
DWG. NO. REVISIONS DATE REVISIONS DATE
S -14 D.H.L. 6/16/08
COLUMN VERTICAL
DETAIL A
COLUMN HORIZONTAL OR
VERTICAL
PROVIDE PLASTIC SHEET
BOND BREAKER BETWEEN
60'+10'
CARRIER PIPE AND GROUT, o 0 0" T01/8" -0°
COMPETENT //\ ALL AROUND h
/ NOTE: +
PROVIDE 2" 0 GALV STEEL DRAIN x
NON- SHRINK GROUT SHALL BE } `L- ¢
IN BULKHEAD AT LOW END j �� /�j "EUCO -N -S" BY THE EUCLID 3/4" `'
OF CASING PIPE AND 1/3 CHEMICAL COMPANY; "MASTERFLOW MAX
CU YD OF CRUSHED STONE /j ��j ��j ��j ��j 713" BY MASTER BUILDERS, 0" T01/8" o°
AT DRAIN, WRAP STONE
WITH FILTER FABRIC OR EQUAL. 0 0
TYPICAL CASING PIPE PLUG DETAIL A DETAIL B o
' POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
6" 12" #7 BARS AROUND
MAX PERIMETER OF
FOOTING, TYP
CD X
W
H-
0
Z
• . W
W
U7
SEE NOTE 1
NOTES:
1. GEOMETRY OF FOOTING SHALL MATCH
GEOMETRY OF CONCRETE PIERS WITH HEIGHT
OF 6 FEET OR LESS AS PER DRAWING S -14. CITY OF RALEIGH
2. NON - SHRINK GROUT SHALL BE "EUCO -N -S" BY DEPARTMENT OF PUBLIC UTILITIES
THE EUCLID CHEMICAL COMPANY; "MASTERFLOW AERIAL PIPE CROSSING
713" BY MASTER BUILDERS, OR EQUAL. CONCRETE PIER ON BEDROCK
7DWG. N0. REVISIONS DATE REVISIONS DATE
S17
SECTION B -B
NOTES:
1. PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034.
2. BOTTOM 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 FEET.
5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE. INSTALL
FLEXIBLE RUBBER COUPLING.
6. CORE HOLE SHALL NOT ENTER CONE SECTION.
7. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
INSIDE DROP MANHOLE
DWG. NO. 1 REVISIONS DATE REVISIONS
5 -53 MAB I -G- 13
DATE
CARRIER PIPE
3/8" STEEL PLATE, TYP
3/8 "x4" STEEL
PLATE,TYP
5/8" 0 A325 BOLT
CASING PIPE
3/16 V 4
1" R ON ALL CORNERS
NOTE:
USE A MINIMUM OF 2 SPIDERS PER JOINT
PLACED ONE FOURTH OF THE PIPE JOINT
LENGTH IN FROM BOTH THE BELL AND
SPIGOT.
CITY OF RALEIGH
PIPE ALIGNMENT GUIDE
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CASING PIPE DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
518 A.B.B. ^ -16 -04
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
A/2
1 OO OO OO OO O O OO O
ADDITIONAL 44 @12"
ADDITIONAL VERTICAL BAR,
SAME SIZE AS OTHERS
PLAN - CONCRETE SUPPORT NOSING
DETAIL B
UPSTREAM FACE
CM
(WHEN EXPOSED TO STREAM FLOW)
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE SUPPORT DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
S"19 D.H L. 6/16/08
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fX. 704.332.1210 1 www.dprossociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, INC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 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:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowe I 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
704 - 987 -9114 Tel.
704 - 987 -9938 Fax.
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IIIIIIII\\ ,!�
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
FFORLANYEP(JRPOSE EOTHER THAN INR PART,
CONNECTION WITH YHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER 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
2 10 -19 -10 PER C.O.R. 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.R.P.U.D. COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -10
SHEET 11 OF 11 TOTAL
0)
Cn
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U)
C%>
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CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
STEEL CASING PIPE ELEVATION
DWG. NO. REVISIONS DATE REVISIONS DATE
S -12 D.H.L. 6 /16 /08
R
EXISTING GRADE
STEEL CASING PIPE
/ RJ DIP CARRIER PIPE
- STANDARD \\
MANHOLE PIPE SUPPORT,
3/4" STAINLESS STEEL 7 SEE DWG S -14
ANCHOR BOLTS & STRAPS
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
TYPICAL PIPE SECTION & ELEVATION
DWG. NO. REVISIONS DATE REVISIONS DATE
S -13 D.H.L. 6/16/08
NON- SHRINK GROUT
BULKHEAD AT EACH TURN DOWN ELBOW
END OF CASING PIPE FINISHED GRADE C"i WITH INSECT SCREEN
STYROFOAM PLUG TO
ASSIST GROUT PLACEMENT,
ALL AROUND
STEEL CASING PIPE
2" 0 GALV STEEL VENT,
DIP CARRIER PIPE TWO PER CASING, ONE
AT EACH END OF
CASING PIPE
1/4 "x3" STAINLESS STEEL STRAP WITH SNUG FIT
1/4 "x2 1/2" NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5) D
1/4 "x6" NEOPRENE PAD 3l4" O STAINLESS
ADHERED TO SADDLE STEELANCHOR
Nf 120°
BOLTS, ASTM A307
of ° II OR A36
"--li
SEE NOTE 4
SEE NOTE 4 FOR BAR SIZE
FOR BAR SIZE AND SPACING
AND SPACING
I Z
T7
"t
D
CASING PIER FOOTING FOOTING
"H" THICKNESS
PIPE DIA. (FT.) "A" (IN.) WIDTH LENGTH WIDTH
"D" (IN.) "B" (FT.) "C" (FT.) "D" (FT.)
< 6 12 2' 4" 5' -6" T -0"
8 12 2'-4" 6'-3" 3' -0"
6 -12 10 12 2'4" 6-8" T -0"
12 12 2'-4" T -2" 3' -0"
< 6 12 T -0" 8' -0" T -0"
8 12 T -0" 9' -0" 3' -0"
14 -20
10 12 T -0" 9' -10" T -0"
12 14 T -0" 10' -6" T -0"
< 6 14 3' -8" 8' 4" 4'4"
8 14 T -8" 10' -0" 4' 4"
22-28
12 14 3' -8" 11' -10" 4' -0"
< 6 18 4' 4" 9' -0" 4' -0"
8 18 4'4" 10' -6" 4'4"
30 -36 10 18 4'4" 11' -6" 4' 4"
12 18 4'4" 12'4" 4' 4"
< 6 18 1 54" 9' -6" 1 5' -0"
8 18 54" 11'_0„ 5-0"
38 -48
10 18 5-4" 12' -0" 5' -0"
12 18 54" 12' -10" 5' -0"
< 6 18 6'-4" 9' -10" 5' -0"
8 18 64" 11'_4„ 6 -0"
51 -56 10 18 6' 4" 12' -4" 5'-0"
12 1 18 1 64" 13' -2" 5'4"
NOTES:
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 = 10 FT /SEC
MAXIMUM SUPPORT HEIGHT (H) = 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
WITHSTAND 2000 PSF BEARING PRESSURE, A PILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S -15.
3. IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3 -FEET MINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION. SEE DRAWING S -17.
4. TWELVE -INCH AND FOURTEEN -INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH #5 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN -INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH #7 BARS AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE.
5. EIGHTEEN -INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVER THE
PIPE INSTEAD OF ONE (AS SHOWN).
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
DWG. NO. REVISIONS DATE REVISIONS DATE
S -14 D.H.L. 6/16/08
COLUMN VERTICAL
DETAIL A
COLUMN HORIZONTAL OR
VERTICAL
PROVIDE PLASTIC SHEET
BOND BREAKER BETWEEN
60'+10'
CARRIER PIPE AND GROUT, o 0 0" T01/8" -0°
COMPETENT //\ ALL AROUND h
/ NOTE: +
PROVIDE 2" 0 GALV STEEL DRAIN x
NON- SHRINK GROUT SHALL BE } `L- ¢
IN BULKHEAD AT LOW END j �� /�j "EUCO -N -S" BY THE EUCLID 3/4" `'
OF CASING PIPE AND 1/3 CHEMICAL COMPANY; "MASTERFLOW MAX
CU YD OF CRUSHED STONE /j ��j ��j ��j ��j 713" BY MASTER BUILDERS, 0" T01/8" o°
AT DRAIN, WRAP STONE
WITH FILTER FABRIC OR EQUAL. 0 0
TYPICAL CASING PIPE PLUG DETAIL A DETAIL B o
' POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
6" 12" #7 BARS AROUND
MAX PERIMETER OF
FOOTING, TYP
CD X
W
H-
0
Z
• . W
W
U7
SEE NOTE 1
NOTES:
1. GEOMETRY OF FOOTING SHALL MATCH
GEOMETRY OF CONCRETE PIERS WITH HEIGHT
OF 6 FEET OR LESS AS PER DRAWING S -14. CITY OF RALEIGH
2. NON - SHRINK GROUT SHALL BE "EUCO -N -S" BY DEPARTMENT OF PUBLIC UTILITIES
THE EUCLID CHEMICAL COMPANY; "MASTERFLOW AERIAL PIPE CROSSING
713" BY MASTER BUILDERS, OR EQUAL. CONCRETE PIER ON BEDROCK
7DWG. N0. REVISIONS DATE REVISIONS DATE
S17
SECTION B -B
NOTES:
1. PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034.
2. BOTTOM 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 FEET.
5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE. INSTALL
FLEXIBLE RUBBER COUPLING.
6. CORE HOLE SHALL NOT ENTER CONE SECTION.
7. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
INSIDE DROP MANHOLE
DWG. NO. 1 REVISIONS DATE REVISIONS
5 -53 MAB I -G- 13
DATE
CARRIER PIPE
3/8" STEEL PLATE, TYP
3/8 "x4" STEEL
PLATE,TYP
5/8" 0 A325 BOLT
CASING PIPE
3/16 V 4
1" R ON ALL CORNERS
NOTE:
USE A MINIMUM OF 2 SPIDERS PER JOINT
PLACED ONE FOURTH OF THE PIPE JOINT
LENGTH IN FROM BOTH THE BELL AND
SPIGOT.
CITY OF RALEIGH
PIPE ALIGNMENT GUIDE
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CASING PIPE DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
518 A.B.B. ^ -16 -04
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
A/2
1 OO OO OO OO O O OO O
ADDITIONAL 44 @12"
ADDITIONAL VERTICAL BAR,
SAME SIZE AS OTHERS
PLAN - CONCRETE SUPPORT NOSING
DETAIL B
UPSTREAM FACE
CM
(WHEN EXPOSED TO STREAM FLOW)
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE SUPPORT DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
S"19 D.H L. 6/16/08
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fX. 704.332.1210 1 www.dprossociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, INC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 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:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowe I 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
704 - 987 -9114 Tel.
704 - 987 -9938 Fax.
0\\��X \ \ \\ \111 1 1 1 1 1 1 1 /
!� QL ° ° °ESS/ ° v
* on C -650 0
o`o° o°
A °0 R °p °� °° Z
//// sol I ICI I i 11x1` ��\\\\\\�
ivCA ROB /� /'' //
SEAL r °
030523
i
%, / y N(3U� \�\\\\ °�
IIIIIIII\\ ,!�
W o
� N
V J
// I J
W Q0
N
� U
z
Q
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
FFORLANYEP(JRPOSE EOTHER THAN INR PART,
CONNECTION WITH YHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER 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
2 10 -19 -10 PER C.O.R. 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.R.P.U.D. COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -10
SHEET 11 OF 11 TOTAL
0)
Cn
J_
Q
W
U)
C%>
O
O
CD
r
i
N
U_
Q
U
M
O
C)
0
U
0
0-
CD
0
N
NOTES:
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 = 10 FT /SEC
MAXIMUM SUPPORT HEIGHT (H) = 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
WITHSTAND 2000 PSF BEARING PRESSURE, A PILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S -15.
3. IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3 -FEET MINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION. SEE DRAWING S -17.
4. TWELVE -INCH AND FOURTEEN -INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH #5 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN -INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH #7 BARS AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE.
5. EIGHTEEN -INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVER THE
PIPE INSTEAD OF ONE (AS SHOWN).
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
DWG. NO. REVISIONS DATE REVISIONS DATE
S -14 D.H.L. 6/16/08
COLUMN VERTICAL
DETAIL A
COLUMN HORIZONTAL OR
VERTICAL
PROVIDE PLASTIC SHEET
BOND BREAKER BETWEEN
60'+10'
CARRIER PIPE AND GROUT, o 0 0" T01/8" -0°
COMPETENT //\ ALL AROUND h
/ NOTE: +
PROVIDE 2" 0 GALV STEEL DRAIN x
NON- SHRINK GROUT SHALL BE } `L- ¢
IN BULKHEAD AT LOW END j �� /�j "EUCO -N -S" BY THE EUCLID 3/4" `'
OF CASING PIPE AND 1/3 CHEMICAL COMPANY; "MASTERFLOW MAX
CU YD OF CRUSHED STONE /j ��j ��j ��j ��j 713" BY MASTER BUILDERS, 0" T01/8" o°
AT DRAIN, WRAP STONE
WITH FILTER FABRIC OR EQUAL. 0 0
TYPICAL CASING PIPE PLUG DETAIL A DETAIL B o
' POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
6" 12" #7 BARS AROUND
MAX PERIMETER OF
FOOTING, TYP
CD X
W
H-
0
Z
• . W
W
U7
SEE NOTE 1
NOTES:
1. GEOMETRY OF FOOTING SHALL MATCH
GEOMETRY OF CONCRETE PIERS WITH HEIGHT
OF 6 FEET OR LESS AS PER DRAWING S -14. CITY OF RALEIGH
2. NON - SHRINK GROUT SHALL BE "EUCO -N -S" BY DEPARTMENT OF PUBLIC UTILITIES
THE EUCLID CHEMICAL COMPANY; "MASTERFLOW AERIAL PIPE CROSSING
713" BY MASTER BUILDERS, OR EQUAL. CONCRETE PIER ON BEDROCK
7DWG. N0. REVISIONS DATE REVISIONS DATE
S17
SECTION B -B
NOTES:
1. PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034.
2. BOTTOM 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 FEET.
5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE. INSTALL
FLEXIBLE RUBBER COUPLING.
6. CORE HOLE SHALL NOT ENTER CONE SECTION.
7. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
INSIDE DROP MANHOLE
DWG. NO. 1 REVISIONS DATE REVISIONS
5 -53 MAB I -G- 13
DATE
CARRIER PIPE
3/8" STEEL PLATE, TYP
3/8 "x4" STEEL
PLATE,TYP
5/8" 0 A325 BOLT
CASING PIPE
3/16 V 4
1" R ON ALL CORNERS
NOTE:
USE A MINIMUM OF 2 SPIDERS PER JOINT
PLACED ONE FOURTH OF THE PIPE JOINT
LENGTH IN FROM BOTH THE BELL AND
SPIGOT.
CITY OF RALEIGH
PIPE ALIGNMENT GUIDE
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CASING PIPE DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
518 A.B.B. ^ -16 -04
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
A/2
1 OO OO OO OO O O OO O
ADDITIONAL 44 @12"
ADDITIONAL VERTICAL BAR,
SAME SIZE AS OTHERS
PLAN - CONCRETE SUPPORT NOSING
DETAIL B
UPSTREAM FACE
CM
(WHEN EXPOSED TO STREAM FLOW)
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE SUPPORT DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
S"19 D.H L. 6/16/08
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fX. 704.332.1210 1 www.dprossociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, INC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 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:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowe I 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
704 - 987 -9114 Tel.
704 - 987 -9938 Fax.
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
FFORLANYEP(JRPOSE EOTHER THAN INR PART,
CONNECTION WITH YHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER 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
2 10 -19 -10 PER C.O.R. 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.R.P.U.D. COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -10
SHEET 11 OF 11 TOTAL
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6" 12" #7 BARS AROUND
MAX PERIMETER OF
FOOTING, TYP
CD X
W
H-
0
Z
• . W
W
U7
SEE NOTE 1
NOTES:
1. GEOMETRY OF FOOTING SHALL MATCH
GEOMETRY OF CONCRETE PIERS WITH HEIGHT
OF 6 FEET OR LESS AS PER DRAWING S -14. CITY OF RALEIGH
2. NON - SHRINK GROUT SHALL BE "EUCO -N -S" BY DEPARTMENT OF PUBLIC UTILITIES
THE EUCLID CHEMICAL COMPANY; "MASTERFLOW AERIAL PIPE CROSSING
713" BY MASTER BUILDERS, OR EQUAL. CONCRETE PIER ON BEDROCK
7DWG. N0. REVISIONS DATE REVISIONS DATE
S17
SECTION B -B
NOTES:
1. PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034.
2. BOTTOM 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 FEET.
5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE. INSTALL
FLEXIBLE RUBBER COUPLING.
6. CORE HOLE SHALL NOT ENTER CONE SECTION.
7. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
INSIDE DROP MANHOLE
DWG. NO. 1 REVISIONS DATE REVISIONS
5 -53 MAB I -G- 13
DATE
CARRIER PIPE
3/8" STEEL PLATE, TYP
3/8 "x4" STEEL
PLATE,TYP
5/8" 0 A325 BOLT
CASING PIPE
3/16 V 4
1" R ON ALL CORNERS
NOTE:
USE A MINIMUM OF 2 SPIDERS PER JOINT
PLACED ONE FOURTH OF THE PIPE JOINT
LENGTH IN FROM BOTH THE BELL AND
SPIGOT.
CITY OF RALEIGH
PIPE ALIGNMENT GUIDE
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CASING PIPE DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
518 A.B.B. ^ -16 -04
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
A/2
1 OO OO OO OO O O OO O
ADDITIONAL 44 @12"
ADDITIONAL VERTICAL BAR,
SAME SIZE AS OTHERS
PLAN - CONCRETE SUPPORT NOSING
DETAIL B
UPSTREAM FACE
CM
(WHEN EXPOSED TO STREAM FLOW)
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE SUPPORT DETAILS
DWG. NO. REVISIONS DATE REVISIONS DATE
S"19 D.H L. 6/16/08
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fX. 704.332.1210 1 www.dprossociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, INC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 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:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowe I 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
704 - 987 -9114 Tel.
704 - 987 -9938 Fax.
0\\��X \ \ \\ \111 1 1 1 1 1 1 1 /
!� QL ° ° °ESS/ ° v
* on C -650 0
o`o° o°
A °0 R °p °� °° Z
//// sol I ICI I i 11x1` ��\\\\\\�
ivCA ROB /� /'' //
SEAL r °
030523
i
%, / y N(3U� \�\\\\ °�
IIIIIIII\\ ,!�
W o
� N
V J
// I J
W Q0
N
� U
z
Q
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
FFORLANYEP(JRPOSE EOTHER THAN INR PART,
CONNECTION WITH YHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER 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
2 10 -19 -10 PER C.O.R. 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.R.P.U.D. COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
C -10
SHEET 11 OF 11 TOTAL
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