19970666 Ver 1_Complete File_19970731

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
W. H. Gene Jordan
Finance Officer
Cabamis County Board of Education
P.O. Box 388
Concord, NC 28026
Dear Mr. Jordan:
A IV4
oft
0,
�EHNFi
July 31, 1997
Cabarrus County
WQC 401 Project #970666
You have our approval, in accordance with the attached conditions, to place fill material in 0.41 acres of
wetlands or waters for the purpose of constructing a sewer line at Concord Middle Sewer, as you described in
your application dated 23 July 1997. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 3101. This Certification allows you to use
Nationwide Permit Number 12 when it is issued by the Corps of Engineers. In addition, you should get any
other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Coastal Stormwater, Non - Discharge and Water Supply Watershed regulations.
Also this approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions
listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611 -7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Domey at 919 - 733 -1786.
Sincerely,
�C
ton H war , Jr. P
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
Mr. John Domey
Central Files
970666.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Aff irmative Action Employer • 50% recycled /109/6 post consumer paper

CONCORD
ENGINEERING & SURVEYING, INC.
P.O. Box 268 • 45 Spring Street SW
CONCORD, NORTH CAROLINA 28026-0268
(704) 786- 5404 (704) 332 -9934
TO 0 M c 44 N Q C: ffN
(J'k'0 l P-4D � <'f\Q.Qk �_)C_\
pc_u'ke' � N C
WE ARE SENDING YOU Attached ❑ Under separate cover via
COPIES
LIEVUER of UMMODMOUVAL
DATE I JOB NO,
+ l . 4
ATTENTION Lt
RE:
('_r4�
• Shop drawings ❑ Prints ❑ Plans ❑ Samples
• Copy of letter ❑ Change order n
DATE NO.
PIA
THESE ARE TRANSMITTED as checked below:
For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUF 19
REMARKS
DESCRIPTION
a
the following items:
❑ Specifications
RECEIVED
4 tIl.
CNVIRONMENTFL SCIEWEQ
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
12-t C4
� T
COPY TO
SIGNED: �.rj
If enclosures are not as noted. kindly notify us�at once.

•.,
CORPS ACTION ID: 04 ���A
2.r. ^_IO *i;YIDS PER.!IT_ REQUESTED (PROVIDE 2• .LIONW DE PZ'R:- T
PRF - CONSTRUCT ON N'
OT±LFICATION APPLD�Arr
FOP, NATM.,T IDE PET -lTS Te tiT FiEQUI E :
1) NOTE ICAT,ON O TW CORPS OF =;G�-Rs
2) x2p'-r ICATT_OtT FOR Si: _ION 40'± C=-. MY-
3) .TIO�i
CcCanz;aTION w-l= T=. NC D-rvES2cl OF CCAS=;�L 2Slr.*IAGe.'=�7T
SLITD T--r- OP— lGZNPL AND (1) COP`_' OF TH�.S CO2,.f-D_ -rAE = FORM TO T APPROP-t=TE
x_:-n OccSCE OF TH-E T -E COiZ °S OF 'iGixi —ZZ S (S�. AGL -NCY ADDFLSSES SEEET) . Sc.L..N
(7) COPIES SFCULD BE SENT TO THE N.C. D, J?SION OF E, RONl( z_`iT;LL DLx - —,V—N
(SEE P.GZNCY ADDRESSES SrEZT) PRINT •
1. OF+N-- RS NAME: Cabarrus County Board of Education
2. rL =L T NG P.O. Box 388
c__Y. Concord S'. _'_' NC ZI9 CODE. 28026
PP,OJLC= LOCAT_ON i•JDDRESS� iNCwD =�G SJ3D= 'v�s.ON N ?_�Z ( =_ D -F. --- _ ?.Ot1
lL- -_LING ADDRESS PROVE) Neisler Road
3. TELEPHONE MUMBEP. (FoM-) . (WOF.K) . 704-786-619
AGEiiT'S tir?IE OP. RE-S.ONS =-1E CORPO:- ^_'I OF_ =C_ , 'A�DRED
P :ONE NM-!-EE-n: 14 (;Pno Jnrclan Ti nanrrn nF-ri rr r
Cabarrus County Board. of Education P.O. Box 388 Concord, NC .28026
704 - 786 -6191
B. LOCm'TION OF WORK (PROVIDE A r��= PREFERABLY A COPY OF IISGS TOPOGRAPHIC
ILILP OR AER_I P OTOG2 Dt-Y WITH SC.'- ,E) .
COUNTY: Cabarrus NEa REST TOWN OR CITY: Concord
1

SPECIFIC LOCATION (INCLUDE ROALD
PiUlu_3ERS, LASIDu?RKS, ETC.) : at intersection of NC 73 � Cold Water Creek in
Cnlrl Water Crnek Plnorl Plain
Cold Water Wreck
G. 1--m-PAC---7D OR NE_�RVST STREA?d /P, v�R:
P. -TVER BASIN: Rocky Fiver
7a. T -S PRO=--CT LCCA_TED NF. =-R WATER CLr.SS___.=D AS TROUT, T D:_, S; =e7 ':'�R
(SA.) , HIGH QUALITY WZTERS ( Q:i) , OUTS T_: LADING RESOURCE WAT_E '- (OR4i) , W.: ER
-- PPLY (F7S OR WS - I=) ? v?S ( ) NO (`') :: YES, E`{PL• =��T: W.:=
ib. IS T: ^._ PROjEC_ LOC:_TED F77T 7N ._ NORTH C`ROLI�,!A D:J_cZ -.Ot OF CO:_S= ?_
L'VAGE_`SE.NT AR-_ 0; :Vv= nO,\rX -- T —T CONCE? ni (A =C) ? YES ( NO ( Y)
'•C. I- THE PRO�a.._ IS LOCA_T-D Ti =_ : -N ._'COP=T : -L COUNTY (SEE PAGE 7 FOR
,IST OF COaSTA�L COGNTIIS) , W _T IS T: E L•�ND USE PL1= i (LUP) r) C\iAT =ON?
a. i�_VE :LAX SE. _ -0N _= _SLY REQUESTED FOR IISc ON
.. -S PROPERTY? YES -- YES, PROVIDE xC__TON I.D. D+v LE.. OF
R�J_OUS PE?�S7T t-\, I D FLAY ABD_TOi1A _ \7C CCOPY O: _ L
not as we are aware
b. t R� ADDITION__, PE: } , T REQUESTS ESC= -CT'ED FOR T -S PROPE.,_Y N T..E
T i
UTUP ? Y= S 110 ( ) 2- XE�, DESC = -3E F.NTECEPF T ED WORK.
P1 ay; no f i el cl s for new e�tan, sc-.11001
0.41 Ac.
a. ESTIH TED TOT_ L NUMBER Or ACRES IN =TRACT OF L.-ND: '
D. ESTIMATED TOTAT, N'Gb{BER OF ACRES OF WETLASiDS LOCATED ON PROJECT SITE.
±22 Ac.
2
.i .

A6
10a. tv`L,'VIBER OF ACRE'S OF WETLAIMS IMPACTED BY TFiE PROPOSED PROJECT BY:
FILLING: CL —(90n' x 15I) EXCAVATION:
0'.10 (cleared R /W)
c:,00DING: OTHER:
0.
DR Na GE : TOTAL AC.E S TO BE =--AC= : 41
.�-
10b. (1) STRE_ - -1 C --:3;2,NET_, TO BE IMPACTED BY THE PROPOSED PROvECT (T.
RSLOC.aTSD, PROVIDE DIST.J1C BOTr BEFORE AND A= ER PZLOCATXON) .
BEFORE: FT AFTER: FT
'r Tlr BEFORE (based on ncrnal ni ch water contours) FT
4v =DTE A: TER: FT.
AVERAGE DE27` BEFORE . t a DER. FT
:?P �) (2) STREAM C *H NEL =?-f_ �.CTS 4=LL RESu L _-
OPEN CHANNEL PELOC TION: PL! -CKME' iT of P IV c - VNEL
�NN�I EXCAV11TION: CONSTRUCTION OF A D ?`! /FLOODING: '
0THEF,
1 CONSTRUCTION OF A POND IS PROPOSE 4ir= IS TF SIZE OF THE
ri:_T E RSFE D DR..L I N=NG TO THE POND?
?i �_T IS THE, EXPE _ED POND SUR_:.CE
Z PROPOSED FCr1 INCLUDING DISCUSSION OF OF
rEC ati_C ?? EQUrPkl - -NT TO BE USED ( .T C PL34 -NE: 8 1/2" X 11" R A t�i
D_NGS
DN-Ly) : Laying about ±900 LF of 8" sewerline in the wetlands. The sewerline is
approximately 1' deep & a small berm will be built overtor of the 1inp . T1rPre
will be a 20' R/W cleared 8 the whole R/W will he r�����lPrl ma;nta;narl
L3. PURPOSE OF PROPOSED WORK.. Sanitary sewerline to serve both the new Concord
Middle School Concord Elementary Schools

STA"_'E P° = E= i EL =LVEET TS ACTIVITY � S" E' C APED
_sONS "
T IN W%TL??QDS . ( -NCT GDE p_M: MEASURES T: N z0 2�I;i7MIZE WETLAND
n _� _ S) , ITie only way to serve t}ie site with sewer is to tie to the
existing sewer outfall along Cold Water Creek. We will limit the cleared R /tip'
to 20' to minimize wetland impact.
YOU s?RF. REQG = ?=D TO CONT-ACT T E U -S. FISH 7?_ D WILDLIFE= SERVICE
StriS) r�iD /OR N ?.TION 2L�RENc F =Si =..IES SE3V =CE (ZS:S) (SE_ P.G =VC`_'
DRESSES SHEET) REG RDING THE PRESENCE OF ?V`! _EDE.R:- -.:LY LISTED OR
OPOSED FOR LISTING ENDrNG EKED OR T R=._ -NED SPECIES OR CRI TIC -r, F?�IT AT
THE PEF.MT -T ? TEPT �LZY BE BY THE PRO20SZO•240v.C_. D TE _
N_= .CTED. (- T_AC- RESPONSES
A.
YOG r_:�_E :�QQ =RED TO CON_ ?_C_ THE S ZT7 H7 _O:, =C P_R.-- SERVA_ =0N 0FTCE7
F.= G_?.JING _r.- P?ISENCE OF FT—S_OR_TC
327RT__5 IN THE PERMIT ? RE-._ Fir._C rLI.`! EE ?__ _ _CT E D BY THE PROPOS'D
O,3'ECT. DA _E COL ---C--D: -
DOES THE PROj__CT INVOLVE ?ti _ {__ND7TUR7 0: PUEL_C t'vTiDS OR T..... USE Oc
;L---C (ST =-E). 1,A-ND?
y-.s. M N0 (] (I= NO, GO To 2.8)
a.
IF YL , D07S THE P?ROJ_:_ REQG_ _ PRr __10N OF FN
NT PGRSV ? ,NT :O THE R uG.__, u=.N_S OL NG =,_ C -yOL!N ._._HIV _?.ON?�' N T -:
LICY AC:?
YES (] NO ;4
b. T- YES, THE DOCGMEN= BEEN REv1EW'D T HROUGF THE NORTH C_LROLTNA
)A_ TM7_NT OF ADM= N= STRF_TION ST =.__ CDL�A.ING'r.OQSE?
YES fl NO
FNS EE R TO 17b IS YES, TFE_`i Sv�EMIT APPROP °, =._E DOCUMENTATION FROM THE
?.T-- CLE:R_NGHOGSE. TO DIVISION OF E'vvIRONMENT 2���tr_G NT REC- =RDING
,�PLI ?NCE WITH T NORTH aROL1N?_ FMV_' RONt�
E C
Y.NT _7�1 POLICY _CT.
ESTIONS REG ?RDING THE STATE CLEARINGnOQSE R=-`_W PROCESS SHOGT,D BE
RE. _ED TO VS. C RY S BAGGETT, DI RECTOR STATE CLE?J INGHOQSE, NORTH
ROL1NA DEP?ti.TMENT OF PDMTNTSTFATTON, 1.6 WEST JONES ST. -ET, PAJL 1GH,
RV- C ?ROL =N?. 27603 -8003, TELEPHONE [phone].

8 . THE . FOLLOW! NG ITZEMS SHOULD BE INCLUDED FiITFi TF7S P.PPLIC ?.T_ION 1F
ROPOSED ACTTVITV- _TNTJCLVES THE DISC ?_RGE OF EXC_ VATED OR FILL M TER =a-T,
NTO WETLANDS:
a. WETLAND D EEL INZATION LSD SHOO 77*1G LLL Wc.TL;!_NDS, STRE?IME,
ND PONDS ON Tr.E P.°.OPERTY (FOP, NATIONiw =DE PER�1ET Nui! ERS 14, ? 8, 21, 25
9, p?7D 38) A_LL STR -,--MS (INTERMITTENT 2ND PEP,`LAlTENT) ON THE PROPERTY
UST BE SFOOIT ON THE ?Lam. F A_P SC ?_ES SHOULD BE 1 INC EQUrLLS SO Frv- OR 1 '
NCH EQUPT.S 100 FEET OR THEIR EQUIVR.LTENT.
b. IF rV:= =A3LE, REPRESEN_ ?_TEJE PHOTOGRAPH OF ViETI,2•_X1D5 TO BE
uPACTED BY • PROjECT
C. IT DELINEATION W:.S PERFORMED BY A CONSULT: NT, INCLUDE t• _LL D -TA
..SETS RELF.J ?NT TO THE PLACF?4_ENT OF THE DELINE?:!'TON LINE.
d. ATT_.0 A COP`! OF THE STORLfW.ZTER M.aNAG�.ENT PL:N IF P,EQUIRED.
e. FiF— T IS LAND USE OF SUR_ROUNDI?1IG PROPERTY? Vacant-_flood lain
__ aOOL_C:.; J ., V,_ IS PROPOSED METHOD OF S`Wi G-E P S! ?
DIS C :_.,
This is. the method of sewage disposal. A public line- that will be maintained
by the City of Concord
C SIGNED !!D D=. -_D AGENT LETTER, IF
)T✓': hETLANi.S CR W=- FS OF T=S U.S. M_�Z NOT EI TO?
1) SSUANCE OF A S--r--TON 404 COR-PS OF• ENGII,cz � p= RX =T,
2) .rT_T ER THE = SSUANCE CR Wr`.-V-Fc OF A 401 1D11TI5 =0N 01
VIR02vM =NTAL P A2,1AGI:,_ENT (WATER QUP_,ITY) CE�TIF ICAT?ON, PIN-
S) (_ N' T:."�= 1,r Y'?'?' COAST COC'i�^•'�= S ON1,217) , .A LETTER FROV_ THE
P=_- CA-ROLI-NA DrVISION OF. CO_;.STrT� MANAGr2-f:NT STATING THE PROPOSED
TIVITY TS CONSISTENT, WITH T y NORTH CAROLINA COAST- 2�rSiAGS?�'NT
' S /AGEN S SIGVA? LT RE ( dFTE
GENT' S SIGNATURE VALID ONLY
AUTnORIZATION LETTER FROM
E OWNER IS PRQVT DED (18c.) )
5 .

• t t( �. --t >;-- ; ' •, , }� �� i� .:U i�`_ f�1 � ! Ig79J- 1ir�'lC t �I� '� "
,J % i� lr' it -�� � ��� — � n �� ✓ � �Y( ,. ,'"1�j(. C.�, � •� �(� r .� �,�a l�°' x 39� I` YJ /'• %���`�:�..
-All
le tf
i •t.� / \�of l\�`i:
VQ
� �- -'� 1.rr,,`. ,•t'- i �`-,, 1 . EL C ��' \ � S : ^ �^�,�\ �/� �'�y ' � �1 ' � /� � j,/� rG w%.
x i
N oe
j. adoK.r� t, }', l 1 _ r t`. \� � 1) f ` , �f� / '. • �1 _ iJ �`.` j� B9'f'� o� {, , _ ' ✓ ` iC''� �1
839 ��
� 1'� --r- j ,`. , its j � J) j \•• � — ,1� / \} 7 =��u�r
1 /ter ... J .:" �ti �.1<� /l`-�1'��_ i �/ � t \�`� \ + t{ }C }, - � � �.. ` ~� � "� '•�
"i4S4�x
nil ' .:� - � ` `. �, ` 4 C "/ f�'J^i "� • it Vii' , \ �i
r _ r
111 ��• � _ l� J II Al

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
W. H. Gene Jordan
Finance Officer
Cabamis County Board of Education
P.O. Box 388
Concord, NC 28026
Dear Mr. Jordan:
A IV4
oft
0,
�EHNFi
July 31, 1997
Cabarrus County
WQC 401 Project #970666
You have our approval, in accordance with the attached conditions, to place fill material in 0.41 acres of
wetlands or waters for the purpose of constructing a sewer line at Concord Middle Sewer, as you described in
your application dated 23 July 1997. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 3101. This Certification allows you to use
Nationwide Permit Number 12 when it is issued by the Corps of Engineers. In addition, you should get any
other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Coastal Stormwater, Non - Discharge and Water Supply Watershed regulations.
Also this approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions
listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611 -7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Domey at 919 - 733 -1786.
Sincerely,
�C
ton H war , Jr. P
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
Mr. John Domey
Central Files
970666.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Aff irmative Action Employer • 50% recycled /109/6 post consumer paper

CONCORD
ENGINEERING & SURVEYING, INC.
P.O. Box 268 • 45 Spring Street SW
CONCORD, NORTH CAROLINA 28026-0268
(704) 786- 5404 (704) 332 -9934
TO 0 M c 44 N Q C: ffN
(J'k'0 l P-4D � <'f\Q.Qk �_)C_\
pc_u'ke' � N C
WE ARE SENDING YOU Attached ❑ Under separate cover via
COPIES
LIEVUER of UMMODMOUVAL
DATE I JOB NO,
+ l . 4
ATTENTION Lt
RE:
('_r4�
• Shop drawings ❑ Prints ❑ Plans ❑ Samples
• Copy of letter ❑ Change order n
DATE NO.
PIA
THESE ARE TRANSMITTED as checked below:
For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUF 19
REMARKS
DESCRIPTION
a
the following items:
❑ Specifications
RECEIVED
4 tIl.
CNVIRONMENTFL SCIEWEQ
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
12-t C4
� T
COPY TO
SIGNED: �.rj
If enclosures are not as noted. kindly notify us�at once.

•.,
CORPS ACTION ID: 04 ���A
2.r. ^_IO *i;YIDS PER.!IT_ REQUESTED (PROVIDE 2• .LIONW DE PZ'R:- T
PRF - CONSTRUCT ON N'
OT±LFICATION APPLD�Arr
FOP, NATM.,T IDE PET -lTS Te tiT FiEQUI E :
1) NOTE ICAT,ON O TW CORPS OF =;G�-Rs
2) x2p'-r ICATT_OtT FOR Si: _ION 40'± C=-. MY-
3) .TIO�i
CcCanz;aTION w-l= T=. NC D-rvES2cl OF CCAS=;�L 2Slr.*IAGe.'=�7T
SLITD T--r- OP— lGZNPL AND (1) COP`_' OF TH�.S CO2,.f-D_ -rAE = FORM TO T APPROP-t=TE
x_:-n OccSCE OF TH-E T -E COiZ °S OF 'iGixi —ZZ S (S�. AGL -NCY ADDFLSSES SEEET) . Sc.L..N
(7) COPIES SFCULD BE SENT TO THE N.C. D, J?SION OF E, RONl( z_`iT;LL DLx - —,V—N
(SEE P.GZNCY ADDRESSES SrEZT) PRINT •
1. OF+N-- RS NAME: Cabarrus County Board of Education
2. rL =L T NG P.O. Box 388
c__Y. Concord S'. _'_' NC ZI9 CODE. 28026
PP,OJLC= LOCAT_ON i•JDDRESS� iNCwD =�G SJ3D= 'v�s.ON N ?_�Z ( =_ D -F. --- _ ?.Ot1
lL- -_LING ADDRESS PROVE) Neisler Road
3. TELEPHONE MUMBEP. (FoM-) . (WOF.K) . 704-786-619
AGEiiT'S tir?IE OP. RE-S.ONS =-1E CORPO:- ^_'I OF_ =C_ , 'A�DRED
P :ONE NM-!-EE-n: 14 (;Pno Jnrclan Ti nanrrn nF-ri rr r
Cabarrus County Board. of Education P.O. Box 388 Concord, NC .28026
704 - 786 -6191
B. LOCm'TION OF WORK (PROVIDE A r��= PREFERABLY A COPY OF IISGS TOPOGRAPHIC
ILILP OR AER_I P OTOG2 Dt-Y WITH SC.'- ,E) .
COUNTY: Cabarrus NEa REST TOWN OR CITY: Concord
1

SPECIFIC LOCATION (INCLUDE ROALD
PiUlu_3ERS, LASIDu?RKS, ETC.) : at intersection of NC 73 � Cold Water Creek in
Cnlrl Water Crnek Plnorl Plain
Cold Water Wreck
G. 1--m-PAC---7D OR NE_�RVST STREA?d /P, v�R:
P. -TVER BASIN: Rocky Fiver
7a. T -S PRO=--CT LCCA_TED NF. =-R WATER CLr.SS___.=D AS TROUT, T D:_, S; =e7 ':'�R
(SA.) , HIGH QUALITY WZTERS ( Q:i) , OUTS T_: LADING RESOURCE WAT_E '- (OR4i) , W.: ER
-- PPLY (F7S OR WS - I=) ? v?S ( ) NO (`') :: YES, E`{PL• =��T: W.:=
ib. IS T: ^._ PROjEC_ LOC:_TED F77T 7N ._ NORTH C`ROLI�,!A D:J_cZ -.Ot OF CO:_S= ?_
L'VAGE_`SE.NT AR-_ 0; :Vv= nO,\rX -- T —T CONCE? ni (A =C) ? YES ( NO ( Y)
'•C. I- THE PRO�a.._ IS LOCA_T-D Ti =_ : -N ._'COP=T : -L COUNTY (SEE PAGE 7 FOR
,IST OF COaSTA�L COGNTIIS) , W _T IS T: E L•�ND USE PL1= i (LUP) r) C\iAT =ON?
a. i�_VE :LAX SE. _ -0N _= _SLY REQUESTED FOR IISc ON
.. -S PROPERTY? YES -- YES, PROVIDE xC__TON I.D. D+v LE.. OF
R�J_OUS PE?�S7T t-\, I D FLAY ABD_TOi1A _ \7C CCOPY O: _ L
not as we are aware
b. t R� ADDITION__, PE: } , T REQUESTS ESC= -CT'ED FOR T -S PROPE.,_Y N T..E
T i
UTUP ? Y= S 110 ( ) 2- XE�, DESC = -3E F.NTECEPF T ED WORK.
P1 ay; no f i el cl s for new e�tan, sc-.11001
0.41 Ac.
a. ESTIH TED TOT_ L NUMBER Or ACRES IN =TRACT OF L.-ND: '
D. ESTIMATED TOTAT, N'Gb{BER OF ACRES OF WETLASiDS LOCATED ON PROJECT SITE.
±22 Ac.
2
.i .

A6
10a. tv`L,'VIBER OF ACRE'S OF WETLAIMS IMPACTED BY TFiE PROPOSED PROJECT BY:
FILLING: CL —(90n' x 15I) EXCAVATION:
0'.10 (cleared R /W)
c:,00DING: OTHER:
0.
DR Na GE : TOTAL AC.E S TO BE =--AC= : 41
.�-
10b. (1) STRE_ - -1 C --:3;2,NET_, TO BE IMPACTED BY THE PROPOSED PROvECT (T.
RSLOC.aTSD, PROVIDE DIST.J1C BOTr BEFORE AND A= ER PZLOCATXON) .
BEFORE: FT AFTER: FT
'r Tlr BEFORE (based on ncrnal ni ch water contours) FT
4v =DTE A: TER: FT.
AVERAGE DE27` BEFORE . t a DER. FT
:?P �) (2) STREAM C *H NEL =?-f_ �.CTS 4=LL RESu L _-
OPEN CHANNEL PELOC TION: PL! -CKME' iT of P IV c - VNEL
�NN�I EXCAV11TION: CONSTRUCTION OF A D ?`! /FLOODING: '
0THEF,
1 CONSTRUCTION OF A POND IS PROPOSE 4ir= IS TF SIZE OF THE
ri:_T E RSFE D DR..L I N=NG TO THE POND?
?i �_T IS THE, EXPE _ED POND SUR_:.CE
Z PROPOSED FCr1 INCLUDING DISCUSSION OF OF
rEC ati_C ?? EQUrPkl - -NT TO BE USED ( .T C PL34 -NE: 8 1/2" X 11" R A t�i
D_NGS
DN-Ly) : Laying about ±900 LF of 8" sewerline in the wetlands. The sewerline is
approximately 1' deep & a small berm will be built overtor of the 1inp . T1rPre
will be a 20' R/W cleared 8 the whole R/W will he r�����lPrl ma;nta;narl
L3. PURPOSE OF PROPOSED WORK.. Sanitary sewerline to serve both the new Concord
Middle School Concord Elementary Schools

STA"_'E P° = E= i EL =LVEET TS ACTIVITY � S" E' C APED
_sONS "
T IN W%TL??QDS . ( -NCT GDE p_M: MEASURES T: N z0 2�I;i7MIZE WETLAND
n _� _ S) , ITie only way to serve t}ie site with sewer is to tie to the
existing sewer outfall along Cold Water Creek. We will limit the cleared R /tip'
to 20' to minimize wetland impact.
YOU s?RF. REQG = ?=D TO CONT-ACT T E U -S. FISH 7?_ D WILDLIFE= SERVICE
StriS) r�iD /OR N ?.TION 2L�RENc F =Si =..IES SE3V =CE (ZS:S) (SE_ P.G =VC`_'
DRESSES SHEET) REG RDING THE PRESENCE OF ?V`! _EDE.R:- -.:LY LISTED OR
OPOSED FOR LISTING ENDrNG EKED OR T R=._ -NED SPECIES OR CRI TIC -r, F?�IT AT
THE PEF.MT -T ? TEPT �LZY BE BY THE PRO20SZO•240v.C_. D TE _
N_= .CTED. (- T_AC- RESPONSES
A.
YOG r_:�_E :�QQ =RED TO CON_ ?_C_ THE S ZT7 H7 _O:, =C P_R.-- SERVA_ =0N 0FTCE7
F.= G_?.JING _r.- P?ISENCE OF FT—S_OR_TC
327RT__5 IN THE PERMIT ? RE-._ Fir._C rLI.`! EE ?__ _ _CT E D BY THE PROPOS'D
O,3'ECT. DA _E COL ---C--D: -
DOES THE PROj__CT INVOLVE ?ti _ {__ND7TUR7 0: PUEL_C t'vTiDS OR T..... USE Oc
;L---C (ST =-E). 1,A-ND?
y-.s. M N0 (] (I= NO, GO To 2.8)
a.
IF YL , D07S THE P?ROJ_:_ REQG_ _ PRr __10N OF FN
NT PGRSV ? ,NT :O THE R uG.__, u=.N_S OL NG =,_ C -yOL!N ._._HIV _?.ON?�' N T -:
LICY AC:?
YES (] NO ;4
b. T- YES, THE DOCGMEN= BEEN REv1EW'D T HROUGF THE NORTH C_LROLTNA
)A_ TM7_NT OF ADM= N= STRF_TION ST =.__ CDL�A.ING'r.OQSE?
YES fl NO
FNS EE R TO 17b IS YES, TFE_`i Sv�EMIT APPROP °, =._E DOCUMENTATION FROM THE
?.T-- CLE:R_NGHOGSE. TO DIVISION OF E'vvIRONMENT 2���tr_G NT REC- =RDING
,�PLI ?NCE WITH T NORTH aROL1N?_ FMV_' RONt�
E C
Y.NT _7�1 POLICY _CT.
ESTIONS REG ?RDING THE STATE CLEARINGnOQSE R=-`_W PROCESS SHOGT,D BE
RE. _ED TO VS. C RY S BAGGETT, DI RECTOR STATE CLE?J INGHOQSE, NORTH
ROL1NA DEP?ti.TMENT OF PDMTNTSTFATTON, 1.6 WEST JONES ST. -ET, PAJL 1GH,
RV- C ?ROL =N?. 27603 -8003, TELEPHONE [phone].

8 . THE . FOLLOW! NG ITZEMS SHOULD BE INCLUDED FiITFi TF7S P.PPLIC ?.T_ION 1F
ROPOSED ACTTVITV- _TNTJCLVES THE DISC ?_RGE OF EXC_ VATED OR FILL M TER =a-T,
NTO WETLANDS:
a. WETLAND D EEL INZATION LSD SHOO 77*1G LLL Wc.TL;!_NDS, STRE?IME,
ND PONDS ON Tr.E P.°.OPERTY (FOP, NATIONiw =DE PER�1ET Nui! ERS 14, ? 8, 21, 25
9, p?7D 38) A_LL STR -,--MS (INTERMITTENT 2ND PEP,`LAlTENT) ON THE PROPERTY
UST BE SFOOIT ON THE ?Lam. F A_P SC ?_ES SHOULD BE 1 INC EQUrLLS SO Frv- OR 1 '
NCH EQUPT.S 100 FEET OR THEIR EQUIVR.LTENT.
b. IF rV:= =A3LE, REPRESEN_ ?_TEJE PHOTOGRAPH OF ViETI,2•_X1D5 TO BE
uPACTED BY • PROjECT
C. IT DELINEATION W:.S PERFORMED BY A CONSULT: NT, INCLUDE t• _LL D -TA
..SETS RELF.J ?NT TO THE PLACF?4_ENT OF THE DELINE?:!'TON LINE.
d. ATT_.0 A COP`! OF THE STORLfW.ZTER M.aNAG�.ENT PL:N IF P,EQUIRED.
e. FiF— T IS LAND USE OF SUR_ROUNDI?1IG PROPERTY? Vacant-_flood lain
__ aOOL_C:.; J ., V,_ IS PROPOSED METHOD OF S`Wi G-E P S! ?
DIS C :_.,
This is. the method of sewage disposal. A public line- that will be maintained
by the City of Concord
C SIGNED !!D D=. -_D AGENT LETTER, IF
)T✓': hETLANi.S CR W=- FS OF T=S U.S. M_�Z NOT EI TO?
1) SSUANCE OF A S--r--TON 404 COR-PS OF• ENGII,cz � p= RX =T,
2) .rT_T ER THE = SSUANCE CR Wr`.-V-Fc OF A 401 1D11TI5 =0N 01
VIR02vM =NTAL P A2,1AGI:,_ENT (WATER QUP_,ITY) CE�TIF ICAT?ON, PIN-
S) (_ N' T:."�= 1,r Y'?'?' COAST COC'i�^•'�= S ON1,217) , .A LETTER FROV_ THE
P=_- CA-ROLI-NA DrVISION OF. CO_;.STrT� MANAGr2-f:NT STATING THE PROPOSED
TIVITY TS CONSISTENT, WITH T y NORTH CAROLINA COAST- 2�rSiAGS?�'NT
' S /AGEN S SIGVA? LT RE ( dFTE
GENT' S SIGNATURE VALID ONLY
AUTnORIZATION LETTER FROM
E OWNER IS PRQVT DED (18c.) )
5 .

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t , I Clty Engineer. Mr. Tlm Lowder 704/786 6161 ext. 304
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_ ..., __. -_ -- .___.,_ _.____ -_ _ -_.., _. -_ _
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- __._..,_.._- ,_._........�__ } . —_ _ _._— ____._ .._._- __.__._.__._.._._._ _f ___........_. _.{ __.__,.._ _�._._ -_ _ -. ..__._._,__.�_ ___ -___ j..___..__... _r..., .._ .. r. _t.- _ .I r r '� i I ? 2 + i t J1
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_ _ _ __ _. _. __ -____- _-- ._,.__._ ._.___.____. _ ___ ___. _ -_ ____ _ . _ _ _ _ 1 -_ Sewer. M r. Mark Fowler 704 795 0210
___.____.____ -__- -__. ___ _._.____ _ __- _______ ___.____.____,_ _.__.__ .__ _ _. __ _ __ __ _. __ __ ___ _ __. -
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_ _ _ _ _ ___ -_ __._ -__ _ _, _._. __. _ __ _ . _ ___. a_._ __ r Electric Mr Erlc Dean 70 /786 6161 t 322
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_. ___ ________� _____-- -_____ __ -____ _._.__,_ __�____ ___ _ .__ _ _ ____ _ ____ _ _ . _ _ _ . __ __ _ _ _ __ epartment of Transpor
580 ___._._�__.___ -_ -�- ___ _ . }_ _ _ __,__ _ _ _ _._- } 580 DI Ict 982 0104
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570 zo I ' o #� � I t° ' 570 Mr. Jce,� Dickens 704/938 5144
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—�— ;�� I __ i __ pad f _ - FROPbSED GR�UN�I SUAVE ©dam t + UTILITY NO ES 4
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- - _f - - `» - ! 1 TI ITY SERVICES TO BUILDING AS SHOWN ARE FOR iNFORMATlO
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__ _ _. _ __� _____ _'__ __ _ _ T ONLY. SERVICES SHALL BE COORDINATED WITH BUILDING .,��� '� �' Mgt:
- - -_ - _I___. _ _. _G_ _,. . . .- .j _-__ -__"_ _. .. t- I - _ -... i _ }_. _ _ } 'i t I �s.�� y „a. -e
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__.. __ _ .__. _ _. � _._. _.. � a HAN A N IN R F R A TUA ATI N.
{ I ,_ I 1 I rte#-- ARCHITECT AND MEC IC L E G EE 0 C L LOC 0
__ _ __. ___._______ . -___ ..- -. _, ._ _ __ _ _-. .__._ .._ _
_. -- -._ , _ _ _ - - -- .
I _ - - p SANITARY - _ � ___ -___ 2. SERVICE LATERALS AND WATER SERVICE CONNECTIONS AND .
_ __ _ _ _ _ _ _ -- RQe _ I_ � SEWER
560 - __ ___._... f -- -- - - � + i ±
I �� r��,nncir�{ n!` nip- ti,4AJl ky SE _ R � /� / // / / /// ��fJJI I � -I I 560 MAINS ARE SUBJECT TO MINIMUM CLEARANCE REQUIREMENTS OF �
1 - ( . �"pSC17 �J�f� m r m� f
425.ro L u•� r -_f __ -. - _ ___. - _- ._.__._-_. TEN 10 FEET HORIZONTAL AND EIGHTEEN 18 INCHES
J _ - - VERTICAL FROM THE MAIN. when one line is above or below
r_.._ - -_ _.I. , r— t
ti / - 4
_- _ ___ __ - . __.__ _ _ ___ _.. _ _ _ . -_ -_ ___.. _ -- - -._. .
-___._ ____ ,_______._ -- __ __._. 4 _ 5 .____t__ r _. ,_ , r but less than elghteen(18) Inches clearance both Imes shall be
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constructed of class 50 DIP with mechanical �olnt for aA*
1
.., __.____ a_ _.- __�_ _....__ ___ , a_. ____... ___,__ ` ,____ __I , - - _ _ __ ___ _ distance of ten 10 feet measured at ri ht an Ies on each
I i FULL ;JOINT DIP PERMANERf ANTIi SEP. COLLAR I ___ _ _ g
_ _ _ -?r . _. _ _ _ _ _ _ _ _ - j _ - -- - - -
_ _,, __.- ,. __ . _ _ _ -- _ -> �- I }--- side of said lines)
9
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XI_T.I 4_ P _ ____ _ (_
__ _ _. _ t i + '.•
INV. I= 555;15 i H}FG�+ SR£NGT i STEEL P +pE { 3 OS ER R I E T C H E
_ _ __ _- _.___ __. __ __ _ . WHENEVER A WATER MAIN CR SES OV BU D U ILITY DIT S,
INV -.fl =55- x._1.0_ - -_ - _ ;_ _ _ _ f i
.
_ - _.. _.. - 1._. -- __.. _- &. --.. _ ,.__ . - I i. .. _. ,.- i e _. 1. _ _ _. i _.
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:
550 - - "__i _ f o CREAK CRgss►NG (�j 550 EITHER UNDER OR OVER WITH LESS THAN TWO (2) FEET OF
_ - , I ! VERTICAL CLEARANCE THE UTILITY DITCH SHALL BE SPANNED WITH
i
___ ___ __ __ - ____- ______.,_ ® -___ ____ ._ - _�___ . , _ _ _ __ _ _ _ I DIP FOR A DISTANCE OF TEN (10) FEET EACH SIDE OF THE SAID
INV. I = 557,145 IS�TO BE z
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FULL JOINT 'DIP ---
4 LINE WORK TO BE PERFORMED IN ACCORDANCE WITH
_- _ _._ __ _ _ _ __ _ _._ _ ,
- - _ a . __ _ ALL WATER
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_.__.____._.. _ -___.— -t__ _ _ ___ __ __ __ ___ ._._ _ -___.- ,,. _ __ . _ ,.
_ _ - —
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. _ . . _ - _,- -- - _ - - - - ' - -- - __ - -- __ _ _
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__ _ __ �_ ..._. - - -* _ .. _ _ .
I. �_ HLL �VVAI �K APVU S�V�I`C'C a �t� L. w �vC {�iIN is �!
, },.. _.. _- _. _- i- ,
_ _ . - _,._- __.__ .. _ .. - -+ - -__ _ _ - --
___- __ - _. DARDS AND SPECIFICATIONS OF THE CITY OF
_ _ -- ,___,_.
t____,____ ____ ___-___._._ __Y.__ _____� __ ._____ _ -_ __ _ __ _ ;__.__. + CONCORD AND WASACC.
540 �- r� - - -. �- -- - � _ , . _ _. - , � I �_. - -. _ _._..__..
i I I I 540 .•r
-1 +00 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 1 1 +00 12 +00 6. FOR STORM DRAINAGE PIPE SUMMARY, SEE DETAIL �C -1 1.3. = C.i
Gn
7. FOR STEEL H PILE AND CREEK CROSSING INFORMATION, SEE
DETAILS C -5:1, C -5:2.
, •
8. CONTRACTOR SHALL NOT USE FERTILIZER WITHIN 10LF OF CREEK.
.
! I I I I 9. CONTRACTOR CAN ONLY CLEAR A 30LF CORRIDOR THROUGH WETLANDS. F
_ _ __.___ _ __ __ _ ._ _ __ ,.._ .____.._ .._ -- - _ __ _ _ _ __- _ _.._
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PROPOSED HYDRANT &
GATE VALVE
v
GENERAL CONSTRUCTION NOTES .
CONCORD ENGINEERING do SURVEYING, INC. HEREBY RESERVES
SEE DETAIL C -1311
THE ENGINEER HAS MADE NO EXAMINATION TO DETERMINE
ITS COMMON LAW COPYRIGHT ANP OTHER PROPERTY RIGHTS IN
111 GAS METER
ALTERNATE NO. 1
SECTION B -B
OR CONTAINED IN, UNDER, OR ON THE SUBJECT PROPERTY OR ITS
WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD
POST OR BOLLARD
A
PARTY WITHOUT FIRST OBTAINING EXPRESS WRITTEN PERMISSION
0
CARRIER PIPE
I CASING PIPE I
DSMENSIONS
ANY WAY WHATSOEVER. NO SUB - SURFACE EXAMINATION OF ANY
SANITARY SEWER MANHOLE
TYPE HAS BEEN MADE BY THE ENGINEER AND ACCORDINGLY, NO
WRITTEN DIMENSIONS ON THES DRAWINGS SHALL HAVE
RAILROAD
HTI-HWAY
PRECEDENCE OVER SCALED DI ENSIONS ON THE JOB AND
Q
FURTHER, NO OPINION IS RENDERED AS TO ANY VIOLATION OF
CONCORD ENGINEERING do SU EYING, INC. MUST BE NOTIFIED IN
! NOMINAL DIA,,
O.D.
O,D.WALL
O,D,WALL
A
B C
TELEPHONE POLE
POWER POLE
PLAN AND THE ENGINEER IS IN NO WAY LIABLE FOR ANY
I6'
6.90'
12.75'/,250'
12.75' /.1QZ3'
ill
1 -1 /4A'
EFFECTIVE NOVEMBER 2, 1994
18
9.05'
18' / .312'
18' / .250'
16 -1/2' I2
-1/4'
573.00
112'
13.20'
24' / .406'
24' / ,250'
22 -1/2•
31 �/4'
SEE ACCESS WATER LINE PLAN
I
PIPE SUPPORT ASSEMBLE MARK NUMBER
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
SHEET C -7A
I NOMINAL DIA.
1 2 3
4
O PROPOSED DRAINAGE STRUCTURE
16'
B'X2'Xi -1/4' -
3/ A NUT & VOLT
CONSTRUCTION.
I8'
0'x }/4' R
6'X1 -1 /2'X1 /4' k
6'X1/4' P- 1 /2'DIA NUT & B E
WITH THE PERFORMANCE OF ANY WORK ON THIS PROJECT,
112'
8'X4.1/4' IC
6'X3 - 5/8'X3/8' R-
6'X3/8' k 1 /2'DIA NUT & BOLT
— --T-
Incasement
Pipe unaer Highways
11.
NOTE: CONTRACTOR TO CONTACT AT &T
48 HOURS PRIOR TO ANY ACTIVITY
ri i /r Io WITHIN R /W.
./- f NOTIFY ENGINEER OF ANY CONFLICTS
PROP 3 8143 i II t -� �� PRIOR TO CONSTRUCTION.
PR ❑POSED 8 PVC WATER LINE Imo,
(C900 PRESSURE PIPE) II I II
% a T❑ BE OFFSET 10' FROM
S II II
® \ \ 100' AT &T RIGHT - ❑F -WAY
ALTERNATE NO. 1 II } II f
o n�
e �
6Y4 J
/PROPOSED 20' WATER LINE EASEMENT
/ ALTERNATE NO, 1
III it
30P. MH �4
A. 1 1 +4 44 III II
III II
8" PVC SANITARY SEWER LINE SEE
III I 8'XS'X8' TEE W/ 2' BLOWOFF
SHEET C -5 FOR DESIGN AND PROFILE I it I 'AT HIGH POINT
` ALTERNATE N❑, 1
CONTRACTOR SHALL ONLY CLEAR 20 FT STRIP INSIDE WETLANDS II -,,PROPOSED 8' GATE VALVE
I II "`� SEE DETAIL C -131
/ I ALTERNATE NO. 1
� II II II I I
LIMITS OF WETLANDS p II
p I II I I I�
II
P,4 NEL 11 l 11 l
DETAIL C -9:1
1 4.1 e
/ \
3
SECTI ❑N A -A
r
NO POINT SET
GENERAL CONSTRUCTION NOTES .
CONCORD ENGINEERING do SURVEYING, INC. HEREBY RESERVES
8.
THE ENGINEER HAS MADE NO EXAMINATION TO DETERMINE
ITS COMMON LAW COPYRIGHT ANP OTHER PROPERTY RIGHTS IN
111 GAS METER
WHETHER ANY HAZARDOUS OR TOXIC MATERIALS ARE PRESENT
THESE PLANS AND DESIGNS. IN ANY FORM OR MANNER
OR CONTAINED IN, UNDER, OR ON THE SUBJECT PROPERTY OR ITS
WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD
POST OR BOLLARD
WATERS, OR IF ANY HAZARDOUS OR TOXIC MATERIALS HAVE
PARTY WITHOUT FIRST OBTAINING EXPRESS WRITTEN PERMISSION
0
CONTAMINATED THIS OR OTHER PROPERTIES OR ITS WATERS IN
FROM CONCORD ENGINEERING & SURVEYING, INC.
LIGHT POLE
ANY WAY WHATSOEVER. NO SUB - SURFACE EXAMINATION OF ANY
SANITARY SEWER MANHOLE
TYPE HAS BEEN MADE BY THE ENGINEER AND ACCORDINGLY, NO
WRITTEN DIMENSIONS ON THES DRAWINGS SHALL HAVE
PROPOSED STORM DRAINAGE
OPINION IS EXPRESSED OR INFERRED ON ALL SUCH MATTERS.
PRECEDENCE OVER SCALED DI ENSIONS ON THE JOB AND
Q
FURTHER, NO OPINION IS RENDERED AS TO ANY VIOLATION OF
CONCORD ENGINEERING do SU EYING, INC. MUST BE NOTIFIED IN
❑ TELEPHONE PEDESTAL
ANY ENVIRONMENTAL LAWS OR REGULATIONS, EITHER FEDERAL,
WRITING OF ANY VARIATION FR THE DIMENSIONS, CONDITIONS
STATE OR LOCAL RELATED TO THE INFORMATION SHOWN ON THIS
AND SPECIFICATIONS SHOWN 8 THESE DRAWINGS.
TELEPHONE POLE
POWER POLE
PLAN AND THE ENGINEER IS IN NO WAY LIABLE FOR ANY
TREE
VIOLATION OF SUCH ENVIRONMENTAL LAWS SHOULD THEY EXIST.
A PORTION OF THIS PROPERTY IS LOCATED IN ZONE "A"
AS PER FIRM COMMUNITY PANEL NO. 37025CO086 D
9.
SPOT ELEVATIONS SHOWN ARE TO EDGE OF PAVEMENT
EFFECTIVE NOVEMBER 2, 1994
WHERE APPLICABLE.
10.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND
ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH CITY OF
573.00
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING
CONCORD, NCDOT, NCDEH &NR STANDARDS AND SPECIFICATIONS,
HEDGE ROW
THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
AND PROJECT SPECIFICATIONS. WHEN SPECIFICATIONS ARE IN
SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS
CONFLICT, THE STRICTER SPECIFICATION SHALL BE HELD.
HOSE BIB
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
GUY WIRE
❑
LIMITED TO NORMAL WORKING HOURS, AND THAT THE
ALL BENCHMARK LOCATIONS AND ELEVATIONS ARE TO BE
O PROPOSED DRAINAGE STRUCTURE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY,
VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING
THE OWNERS REPRESENTATIVE AND THE ENGINEERS HARMLESS
CONSTRUCTION.
PROPOSED HYDRANT
FROM ANY KIND OF LIABILITY, REAL OR ALLEGED IN CONNECTION
WITH THE PERFORMANCE OF ANY WORK ON THIS PROJECT,
EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE
OVERHEAD POWER LINE
EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
LOCATIONS ONLY. ANY DAMAGE DONE TO EXISTING UTILITIES
— --T-
THE CITY, OWNERS REPRESENTATIVE OR THE ENGINEER.
(whether shown or not shown on this plan) SHALL BE THE RESPONSIBILITY
11.
FOR COMPLETE GRADING PLAN SEE SHEET C- 3A,C -6A, AND C -6131.
OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE
_G_
6 —
LOCATION OF ALL UTILITIES SHOWN OR NOT SHOWN PRIOR TO
12.
FOR STORM DRAINAGE PIPE SUMMARY SEE DETAIL C -11:3
CONSTRUCTION. TO INSURE PROPER LOCATION OF UTILITIES, THE
13.
SOIL TYPES IN THIS AREA ARE AS FOLLOWS: CuB2, PoD, PoF,
CONTRACTOR SHALL CONTACT NC ONE CALL AT 1- 800 - 632 -4949 AT
TION NON SUBSCRIBERS
EXISTING WATER LINE
EnD AaB, EnB, AND PoB.
NOTE: CONTRACTOR TO CONTACT AT &T
48 HOURS PRIOR TO ANY ACTIVITY
WITHIN R /W.
NOTIFY ENGINEER OF ANY CONFLICTS /
PRIOR TO CONSTRUCTION. /
UTILITY NOTES
1. UTILITY SERVICES TO BUILDING AS SHOWN ARE FOR INFORMATION
/ 8'X8'X8 TEE W/ 2' BL ❑WOFF ONLY. SERVICES SHALL BE COORDINATED WITH BUILDING
ARCHITECT AND MECHANICAL ENGINEER FOR ACTUAL LOCATION.
AT HIGH POINT
ALTERNAT NO, 1 / 2. SEWER SERVICE LATERALS AND WATER SERVICE CONNECTIONS AND MAINS
ARE SUBJECT TO MINIMUM CLEARENCE REQUIREMENTS OF
Q-
��/ TEN(10) FEET HORIZONTAL AND EIGHTEEN(18) INCHES
J /
PROPOSED 8' GATE VALVE / VERTICAL FROM THE MAIN.(when one line is above or below
6J // / vf, SEE DETAIL 1311 / but less than eighteen(18) inches clearance both lines shall be
s
1-1 / constructed of class 50 DIP with mechanical joint for a
r i
/ ' distance of ten(10) feet measured at right angles on each
\ / O
side of said lines).
3. WHENEVER A WATER MAIN CROSSES OVER BURIED UTILITY DITCHES,
99 / �/ / EITHER UNDER OR OVER WITH LESS THAN TWO (2) FEET OF
i \�/ VERTICAL CLEARANCE THE UTILITY DITCH SHALL BE SPANNED WITH
eoor- DIP FOR A DISTANCE OF TEN (10) FEET EACH SIDE OF THE SAID
/ / / i / DITCHES.
110-00 / / I 'x \O/ 4. ALL WATER AND SEWER LINE CONSTRUCTION IS TO BE PERFORMED IN
X, �! r0/ / ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE CITY OF
CONCORD AND WASACC.
81X81X8' TEE W/ 2�( BLOW❑FF v
I PROPOSED 8' GATE VALVE AT HIGH POINT \ P /A
SEE DETAIL C -13:1 ALTERNATE 1
ALTERNATE N❑. 1 / SCALE: 1"=100'
L
60 - - _ - -P7
! SCALE IN FEET
— 0 100 200 300
55LF OF 18' OUTSIDE DIAMETER,
12'X8' TAPPING SLEVE AND VALVE 0,25' WALL THICKNESS ENCASEMENT
ALTERNATE NO. 1 PIPE & SPIDERS AS PER DETAIL C -911
LEAST 48 HOURS PRIOR TO CONSTRUC -
SHALL BE CONTACTED DIRECTLY.
THE CONTRACTOR SHALL PROVIDE TqF APPROPRIATE
BARRICADES, WARNING LIGHTS AND WARNING SIGNS TO ENSURE
THE SAFETY OF THE PUBLIC AT ALL TIMES.
BOUNDARY AND TOPOGRAPHIC INFORMATION AS SHOWN TAKEN FROM SURVEYS BY
MEL THOMPSON AND ASSOCIATES JOB #89 -12 -19 DATED JAN. 2,1990.
UTILITY DIRECTORY
City of Concord (COC)
City Engineer: Mr. Tim Lowder 704/786 -6161 ext. 304
Water: Mr. Henry Woldroup 704/795 -0163
Sewer: Mr. Mark Fowler 704/795 -0210
Electric: Mr. Eric Dean 704/786 -6161 ext. 322
Concord Telephone Company (CTC)
Mr. Bill Heilig 704/788 -0289
Duke Power Company (DPC)
Mr. Ron Basinger 704/638 -6132
NC Department of Transportation (NCDOT)
District Engineer: Mr. Alvin Hough 704/982 -0104
Maintenance Engineer: Mr. Joe Wilson 704/436 -9316
Public Service Company of NC, Inc. (PSNC)
Mr. Bill Norris 704/783 -3959
Vision Cable of Metrolina (VCM)
Mr. Joey Dickens 704/938 -5144
*
NO POINT SET
0 WATER METER
*
SET IRON PIN (M5 REBAR)
111 GAS METER
•
EXISTING IR ❑N PIN (AS DESCRIBED)
D< GAS VALVE
®
POST OR BOLLARD
H WATER VALVE
0
MONIT ❑RING WELL
LIGHT POLE
SANITARY SEWER MANHOLE
4^ HEADWALL
PROPOSED STORM DRAINAGE
STRUCTURE
A TRAVERSE POINT
Q
TELEPHONE MANHOLE
❑ TELEPHONE PEDESTAL
®
ELECTRICAL MANHOLE
0 O CLEAN OUT
TELEPHONE POLE
POWER POLE
TREE
FIRE HYDRANT
O
SIGN
�+ TREE LINE
STONE
573.00
PROPOSED SPOT ELEVATI ❑N
HEDGE ROW
O
WATER WELL
SHRUB LINE
HOSE BIB
C
GUY WIRE
❑
CONCRETE MONUMENT SET
O PROPOSED DRAINAGE STRUCTURE
■
CONCRETE MONUMENT FOUND
IDENTIFIER
PROPOSED HYDRANT
1FIRE
qq
OVERHEAD POWER LINE
— T—
F— T —
— --T-
UNDERGROUND TELEPHONE LINE
T
T
T
OVERHEAD TELEPHONE LINE
_G_
6 —
— -{r
GAS LINE
—SS — S8 —
— -s-s-
SANITARY SEWER LINE
W W
EXISTING WATER LINE
H
x N n r1
a x
FENCE
TIE LINE
BOUNDARY AS SURVEYED
BOUNDARY BY DEED OR PLAT
—
RIGHT OF WAY
— — — —
EASEMENT
—
CREEK OR BRANCH
705
PROPOSED CONTOUR LINE
— —
— — — — — 7e5— — — —
— — —
EXISTING CONTOUR LINE
_
—
EXISTING STORM DRAIN LINE
SD
PROPOSED STORM DRAIN LINE
.
PROPOSED SWALE, CHANNEL
SILT FENCE
TD — T•D —
TEMP, DIVERSION DITCH
STONE BASE AND
J
HEAVY DUTY ASPHALT PAVING
PROPOSED WATERLINE
PROPOSED SANITARY SEWER LINE
S-S
EXISTING SANITARY SEWER LINE
X
—
_
=X =
EXISTING UTILITY TO BE REMOVED
— —R4�
— — — —RB— — — —
—R$ — —
PROPOSED ROOF DRAIN
EXISTING MINOR CONTOUR
—
—
EXISTING MAJOR CONTOUR
lop
4 RANK�N
.x
•
Date: MAY 13, 1997
Revisions:
Al AS PER ARCHITECTS
Q6 -19 -97
AS PER NCDOT
7 -22 -97 OQ_L -
OVERALL UTILITY PLAN
CIVIL
C -9
Of 13 Total 173
Comm. No. 96021,01
(O- 1 'RD
;.;.ENGINEERING &
SURVEYING, INC.
ENGINEERS — SURVEYORS — PLANNERS
NSPE PENC ACSM NSPS NCSS
45 SPRANG St. SW P.O. BOX 266
CONCORD, NC 29026 -0260
CaNCORD (704) 706 -6404
CNARLOM ((7 04)) 332-6634
FAX [phone]
0 CESI 1666
CESI JOB NO, A6 -10 -14
•
Date: MAY 13, 1997
Revisions:
Al AS PER ARCHITECTS
Q6 -19 -97
AS PER NCDOT
7 -22 -97 OQ_L -
OVERALL UTILITY PLAN
CIVIL
C -9
Of 13 Total 173
Comm. No. 96021,01
(O- 1 'RD
;.;.ENGINEERING &
SURVEYING, INC.
ENGINEERS — SURVEYORS — PLANNERS
NSPE PENC ACSM NSPS NCSS
45 SPRANG St. SW P.O. BOX 266
CONCORD, NC 29026 -0260
CaNCORD (704) 706 -6404
CNARLOM ((7 04)) 332-6634
FAX [phone]
0 CESI 1666
CESI JOB NO, A6 -10 -14

I _- __--_ -- - -
1 I
I
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;
i
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,
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._______ - - ______ .__ ___ _ ___ -_ ___._ _.____ _ _._ ___ _ _ ___�__ ncord C0C
i
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_ . _ -.____. , � ___ _ _ . _ _ _ __. _ -__._ _ _ __ _ a -.- ___ . _ _ _ __ _ ___ __ _._ - _ __ _ , _ _ - _ . _ - I _ _ _ _ _ _.__. -_ _
_ .. ,_ -___. ___. ___. _ ,_..,__ _____. ___ __._ ,.___ ._ _,__.___ _._._._ _._... ___.._ _._, _ _ ._--,__,_ __. _-._,_,__.._ _..__,_...- _._____ _.__,__ +_ _____ _. _1 __ -- .__. _..L__ _...._ _..__._..__ __ . .... _ _ __ _._�_.__ . _ __ _ _ .__._ ___i__ _ }
t , I Clty Engineer. Mr. Tlm Lowder 704/786 6161 ext. 304
i
r t ;
_ _ . _ _ _ _ . .._ _._ _._ _ _- ______.____ ._
__._ -.__ _ ____.________ ___ 1,...__-___,_..,___- _- ,- __ -__ -. _- ____,_ - -- _ -. -. - - .__- _.. -_. _ ___
_ ..., __. -_ -- .___.,_ _.____ -_ _ -_.., _. -_ _
1 _ -_- _ L ,. _ _-__ ,,. ---- -_____ -__._. ._ a._. -_ ,., i t _
- t I Mr. Henr Waldrou 704/795 0163
; f
t
Water
___ __. ___________ ___ _- _,_______.____ _.____.__ _- _______ -.__ ________- ..____.._. _ _- _ a
- __._..,_.._. ,_._- .......�__ } . —_ _ _._— ____._ .._._- __.__._.__._.._._._ _f ___........_, _.{ __.__,.._ _�._._ -_ _ -. ..__._._,__.�_ ___ -___ j..___..__... _r..., .._ .. r. _t.- _ .I r r '� i I ? 2 + i t J1
....__...____.- ___._..._.._._..__ -. _.____.__.___._- ____.___.__ 1.1
�____._. _.! ___ !
I
i '
' _ i __ _ .,_._.._ _..__. .__._
_ _ _ __ _. _. __ -____- _-- ._,.__._ ._.___ -____. _ ___ ___. _ ._ ____ _ . _ _ _ _ 1 -_ Sewer. M r. Mark Fowler 704 795 0210
___.____.____ -__- -__. ___ _._.____ _ _____ -_ ___.____.____,_ _.__.__ .__ _ _. __ _ __ __ _. __ __ ___ _ __. -
,
r
i
...._ ._..,. _. ._ .. ...... _ .. - __ .. _ .- .. _ _ _ _ .. __.... _ __...._ _ _.__... _ _ _ J. _....._ _ _.__......, _ ... __._ _.. ._ _....G____... __ _ ._._ ,__- ._,__s... _ . _.....__..__... _... .. _.._ -.-.. , _ __. _ ,_ _. __ . ,..___. , r —_. -_.._ _. �.. -.i f f
_ _ _ _ _ ___ -_ __._ -__ _ _, _._. __. _ __ _ . _ ___. a_._ __ r Electric Mr Erlc Dean 70 /786 6161 t 322
k I
I
_ _ _ _ -- _ _ _ _ -,.__ ._ - -._.. -_ -. __ __ .,__ ._._-,_. _ , - -_- __. _ _ _.-- -_ _- .. __.. _ _ , -- ._ _____- , _ -
590 _ -.__ _________ -_ -_ -- -- __ -_ -_ __ _ _ I �;
�_ i i
{ j j I j I i i { + i
I ± ; ; I i ! i I j ' v R-�n Conco
i i I ___ _ __ _ _ __, ____ -_- _ _.__ __.. rd Tele hone Com an CTC
__ __,_ _ .- -_.- __ _ -._ _ _ - -- - _. -._. ___ -_.___ ._ - ___
_ _.- - ,i_- _.,_..__ _..---- , --_-._ _- __- ._- _.._ -._-,. _ - __ -f_,- -,_ e- _. _ 1 _..._._ __ ___._ _ - - �-i-
f i , i ` { i _.} { i I i ' t I 7T
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• 11
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t _ _ _ _.__�____ _ __ -. * ___ - _,.___ _ __ -. I p rt — Mr. BIII Helllg 704/788 0289
_ _ ... _ _ _ _ _ _ . _ _ _ _. __ _ - . _.,, _ ____ - ..._ _ . _ -__,_ _ _ _._ _._ _. _,.._ ...- -_ _� _ - ,- __ -._ _. _ _ _ ,_ _ _ _ _ _
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- _ _ _ _ ____ _ _ . - _ - - -_ _ , _ - _ __ _ _ -__ ____-_ _, _ -_ _ . _____ _1_ ___ _ - _ _ _ _ _ _ - -
,- -_. _-- _- ___ –_ „_.. r -__ __ - -_ ,,.. . -_. _ _ __ - _ __�_. _ __, ___ , _. __. -___._ � . -- -_ __ ,___. __ __ .. _- ___ -- i_ _ _.- _ _ - _. - .__- __...._ _ ___ _. _ r. , , ¢ i / t ” M r . n o i i G L I J i (r e f , U �r v 1_/ ` �J �; 3 2
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- -. _. _... _... _ _. ' _ _. _. _. ._... ..... .,.. _.._ - ... __ -.. _ -_,.._. ._._..... .__ ._.._ __.._. -_ -_.. .__._... _.._.,a, .... _.. __. .. _... -_ ... _ __. ...
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I
_ . -- _ ._ _ . __ ___ _ N C D
_ _. __ _ ___ __._____________ _- __________ -_ __ __ __b- _. -- _ _ I_ ;_ _ tatlon (NCDOT)
_. ___ ________� _____-- -_____ __ -____ _._.__,_ __�____ ___ _ .__ _ _ ____ _ ____ _ _ . _ _ _ . __ __ _ _ _ __ epartment of Transpor
580 ___._._�__.___ -_ -�- ___ _ . }_ _ _ __,__ _ _ _ _._- } 580 DI Ict 982 0104
I I t I , ; 1 I t I
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r' n In r• Mr. Alvin Hou h 704
I I � I
i
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I � I r , i g g
; ,
.. _.. _.. _ -. _. ..... ..__.. __. ..
i_ -.___. -_. .__ . _ ._ __ ,_ ,.. .. _ . -.. —
_. ___._ l __ _ .. _.____� , - , _ -__ -_ _ .._- __,; -- __- _, _ __ -_ ._ __ _ -_ _._ ___ - . ___ 4- - r.., _, _ - I j f M a I n to n a n c e E n g I n e e r • M r. Joe W I l s o n 7 0 4/ 43 6 9 316
1 I I '
-_ -_. ____ __ - __. _ __ __ __ _ _
-__ __ - -_ __.__- _ _ ___ -. _ _ -_- ___ _
_.__,_. C._ t. I r + j.
2 { r- _
,
;
i
- __ -._._ _ _ -_, ____ _._.___.__ _. __ .--- ._____ _
__._. —_..._ _ .. I
N I i k � _ I ._._- _ - _ __ _ :_ _ _ _ Public Service Com an of NC Inc. PSNC
__ _ _ _ _ _ ._ __ _ _ .._ _ _ _. _„ __ �_ -__ _ _.
_ _ -- _. _ __ . �- _ -_ _ _ -_- - _ _ 4__._ _. -__ __ , _ _ __ _ __ _ _ _ _ -- _ t r � r - Y C
CD __,-
__ . -_- _-
P
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_ _ _�_____.__.t ___ - -- __ _____._.�--- ._ - - - -_ _- ____._ -_,_- _ __ _ _, __ _ ._ _.,_ - _ __ _- ___ -__ - -_ _ ..____._ __.__..__ __ - _.._.. _. _- Mr. BiII Norris 704 783 3959
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s
t o � I I r t - - - _ -_. -- _ ,- . C1
— _ _- __ _ _ _ _ -_____ __.__ -__. __ - -__ - -- _ --_ _ _
- __ ___ __ _ __..__4 _-_.__. ______- _.--- ._- ____.____- __- ___ _ ,_, ,__ - -,._ _..y - i } , r -. , }
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_. __ _ . -- -- __ __ ,__.- . _.- ,. _ __� _ . -- -- _ _._ _ - ,-
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_._ , _ - - _.. t ,
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°� ! o � I � _ ___ , _ ° o Vision Cable of Metrolina VCM
�...
_ c �. � _+ . • _. _.._ _ _ _ I
\ /
/n j ,. — ,
570 zo I ' o #� � I t° ' 570 Mr. Jce,� Dickens 704/938 5144
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—�— ;�� I __ i __ pad f _ - FROPbSED GR�UN�I SUAVE ©dam t + UTILITY NO ES 4
T
_ -..,- . 4- _, ._ 1-_ _-J _ __,_ ., _ �_ __ . _. _ _. _ ,. _ . _ --- - - . -i- - _ ,1Y_ - _ . - _ . i - ' _ t _ ... l fY - . _ _- __ _ . _ -- ( r f f 4 l
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" -- - _f - - `» - t 1 TI ITY SERVICES TO BUILDING AS SHOWN ARE FOR iNFORMATlO
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_.__.__, __ r _ ._ _ _� _ _.____ _ _ _ __ _ � ___ _ _� _ _.,___. � .___ __ __ _.__ __�._ __ _ _- T _ _ -__._ _ _ _ __ .._.. _.. _ � _ . __ .. - -- . _ _ _ _ . _ _ E X- ST I ly G R -0 U �-D - S-.�� -FAQ -E -� I- � � � + I ... �.'�
__ _ _. _ __� _____ _'__ __ _ _ T ONLY. SERVICES SHALL BE COORDINATED WITH BUILDING .,��� '� �' Mgt:
- - -_ - _I___. _ _. _G_ _,. . . .- .j _-__ -__"_ _. .. t- I - _ -... i _ }_. _ _ } 'i t I �s.�� y „a.,e
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{ I ,_ I 1 I rte#-- ARCHITECT AND MEC IC L E G EE 0 C L LOC 0
f I
__ _ __. ___._______ . -___ ..- -. _, ._ _ __ _ _-. .__._ .._ _
_. -- -._ , _ _ _ - - -- .
I _ - - p SANITARY - _ � ___ -___ 2. SERVICE LATERALS AND WATER SERVICE CONNECTIONS AND .
__ _ _ _ -_ RQP _ I_ � SEWER
560 - __ ___._... +- -- -- - - � + j ±
__ - - --- I n - ��r /// . , - I 560 MAINS ARE SUBJECT TO MINIMUM CLEARANCE REQUIREMENTS OF ire
I I t I n^PQ L P- ti,4A71IA Y S _o i
I
I
i / /,� //� / / /// 425.00 L U i j
__ __.___ i___ - -_ _- _ - - __you -_� � /,,� s5s.
- TEN 10 FEET HORIZONTAL AND EIGHTEEN 18 INCHES
�.
3
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_
. L ®0.2 - _ ._ -: -_ _ - - _ .-_.. I _ __I- _ - wh n n li i 1
-_I N.(
VERTICAL FROM THE MAI e o e ne s above or be ow
i4 _ _ __.__ ___ _ . -_._ ___.. _ -- ____. .
_ -- __ _ - -. _ __.__. - . - - _. ,
_ __._ 4 56 _ _. I be
__ _ ,._____ ._- __ r p r ; n eighteen(18) inches clearance both lines shal
f
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u ess a
4 _ _ - _
__,___ -1, i _ _ _ constructed of class 50 DIP with mechanical olnt for a ,.
_ _...�, .. _ .....a _ _ _. J
H -PALE
• �:
I1
- __.____ a_ _.- __�_ _....__ ___ , a_. ____... ___,__ ` ,____ __I , - - _ _ __ ___ _ distance of ten 10 feet measured at ri ht an Ies on each
I i FULL ;JOINT DIP PERMANERf ANTIi SEP. COLLAR I ___ _ _ g
_ _ _ -:4 . _. _ _ _ _ _ _ _ _ - j _ _ -- - - -
_ _,, __ -- ,. __ . _ _ _ -- _ -> �- I }--- side of said lines)
9
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XI_T.I 4_ P _ ____ _ (_
__ _ _. _ t i + '.•
INV. I= 555;15 i H}FG�+ SR£NGT i STEEL P +pE { 3 OS ER R I E T C H E
_ _ __ _- _.___ __. __ __ _ . WHENEVER A WATER MAIN CR SES OV BU D U ILITY DIT S,
INV -.fl = 55- �._1_o_ - -_ - _ ;_ _ _ _ f i
.
_ - _.. _.. - 1._. -- __.. _- &. --.. _ ,.__ . - I i. .. _. ,.- i e _. 1. _ _ _. i _.
_ _ _ , __ . _ _ _ . -t - _ - 1
:
550 - - "__i _ f o CREAK CRgss►NG (�j 550 EITHER UNDER OR OVER WITH LESS THAN TWO (2) FEET OF
_ - , I VERTICAL CLEARANCE THE UTILITY DITCH SHALL BE SPANNED WITH
i
___ ___ __ __ - ____- ______.,_ ® -___ ____ ._ - _�___ . , _ _ _ __ _ _ _ I DIP FOR A DISTANCE OF TEN (10) FEET EACH SIDE OF THE SAID
INV. I = 557,145 IS�TO BE z
t0£ °f� -A1 -T++E•-0E C-H_ � - _ _ - _ _ -; i C
r
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._. i -, - __ {._. _ i _, _ _ _J . _ _._.
_.... •
FULL JOINT 'DIP ---
4 LINE WORK TO BE PERFORMED IN ACCORDANCE WITH
_- _ _._ __ _ __._,_ _ _ __ _ _._ _ ,
- - _ a . __ _ ALL WATER
1
f _
_.__.____._,. _ -___.— -t__ _ _ ___ __ __ __ ___ ._._ _ -___.- ,,. _ __ . _ ,.
_ _ - —
I NFPA 24
. _ . . _ - _, - -- - _ - - - - ' - -- - -- __ _ _
_______. r_ -__ -_ -. __.- __ __ -_ __. __- - __ _ _ - nR
t f _r r r1. ► r r.•,q'\T T1 T/� R� D�I�C ll�(�
__ _ __ �_ ..._. - - -* _ .. _ _ .
I. �_ HLL �VVAI �K APVU S�V�I`C'C a �t� L. w �vC {�iIN is �!
, },.. _.. _- _. _- i- ,
_ _ . - _,._- __.__ .. _ .. - -+ - -__ _ _ - --
___- __ - _. DARDS AND SPECIFICATIONS OF THE CITY OF
_ _ -- ,___,_.
t____,____ ____ ___-___._._ __Y.__ _____� __ ._____ _ -_ __ _ __ _ ;__.__. + CONCORD AND WASACC.
540 �- r� - - -. �- -- - � _ , . _ _. - , � I �_. - -. _ _._..__..
i I I I- 540 .•r
—1 +00 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 1 1 +00 12 +00 6. FOR STORM DRAINAGE PIPE SUMMARY, SEE DETAIL �C -1 1.3. = C.i
Gn
7. FOR STEEL H PILE AND CREEK CROSSING INFORMATION, SEE
DETAILS C -5:1, C -5:2.
, •
8. CONTRACTOR SHALL NOT USE FERTILIZER WITHIN 10LF OF CREEK.
.
I I I 9. CONTRACTOR CAN ONLY CLEAR A 30LF CORRIDOR THROUGH WETLANDS. F
_ _ __.___ _ __ __ _ ._ _ __ ,.._ .____.._ .._ -- - _ __ _ _ _ __- _ _.._
__ _..__ _ , _.___- -. __..__ _ ,-_ ____ ____ -._ . _ ._ _ ._ ___ __ _ _ ._ _ ,. _ _ _ _ t
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: I i i I '

PROPOSED HYDRANT &
GATE VALVE
v
GENERAL CONSTRUCTION NOTES .
CONCORD ENGINEERING do SURVEYING, INC. HEREBY RESERVES
SEE DETAIL C -1311
THE ENGINEER HAS MADE NO EXAMINATION TO DETERMINE
ITS COMMON LAW COPYRIGHT ANP OTHER PROPERTY RIGHTS IN
111 GAS METER
ALTERNATE NO. 1
SECTION B -B
OR CONTAINED IN, UNDER, OR ON THE SUBJECT PROPERTY OR ITS
WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD
POST OR BOLLARD
A
PARTY WITHOUT FIRST OBTAINING EXPRESS WRITTEN PERMISSION
0
CARRIER PIPE
I CASING PIPE I
DSMENSIONS
ANY WAY WHATSOEVER. NO SUB - SURFACE EXAMINATION OF ANY
SANITARY SEWER MANHOLE
TYPE HAS BEEN MADE BY THE ENGINEER AND ACCORDINGLY, NO
WRITTEN DIMENSIONS ON THES DRAWINGS SHALL HAVE
RAILROAD
HTI-HWAY
PRECEDENCE OVER SCALED DI ENSIONS ON THE JOB AND
Q
FURTHER, NO OPINION IS RENDERED AS TO ANY VIOLATION OF
CONCORD ENGINEERING do SU EYING, INC. MUST BE NOTIFIED IN
! NOMINAL DIA,,
O.D.
O,D.WALL
O,D,WALL
A
B C
TELEPHONE POLE
POWER POLE
PLAN AND THE ENGINEER IS IN NO WAY LIABLE FOR ANY
I6'
6.90'
12.75'/,250'
12.75' /.1QZ3'
ill
1 -1 /4A'
EFFECTIVE NOVEMBER 2, 1994
18
9.05'
18' / .312'
18' / .250'
16 -1/2' I2
-1/4'
573.00
112'
13.20'
24' / .406'
24' / ,250'
22 -1/2•
31 �/4'
SEE ACCESS WATER LINE PLAN
I
PIPE SUPPORT ASSEMBLE MARK NUMBER
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
SHEET C -7A
I NOMINAL DIA.
1 2 3
4
O PROPOSED DRAINAGE STRUCTURE
16'
B'X2'Xi -1/4' -
3/ A NUT & VOLT
CONSTRUCTION.
I8'
0'x }/4' R
6'X1 -1 /2'X1 /4' k
6'X1/4' P- 1 /2'DIA NUT & B E
WITH THE PERFORMANCE OF ANY WORK ON THIS PROJECT,
112'
8'X4.1/4' IC
6'X3 - 5/8'X3/8' R-
6'X3/8' k 1 /2'DIA NUT & BOLT
— --T-
Incasement
Pipe unaer Highways
11.
NOTE: CONTRACTOR TO CONTACT AT &T
48 HOURS PRIOR TO ANY ACTIVITY
ri i /r Io WITHIN R /W.
./- f NOTIFY ENGINEER OF ANY CONFLICTS
PROP 3 8143 i II t -� �� PRIOR TO CONSTRUCTION.
PR ❑POSED 8 PVC WATER LINE Imo,
(C900 PRESSURE PIPE) II I II
% a T❑ BE OFFSET 10' FROM
S II II
® \ \ 100' AT &T RIGHT - ❑F -WAY
ALTERNATE NO. 1 II } II f
o n�
e �
6Y4 J
/PROPOSED 20' WATER LINE EASEMENT
/ ALTERNATE NO, 1
III it
30P. MH �4
A. 1 1 +4 44 III II
III II
8" PVC SANITARY SEWER LINE SEE
III I 8'XS'X8' TEE W/ 2' BLOWOFF
SHEET C -5 FOR DESIGN AND PROFILE I it I 'AT HIGH POINT
` ALTERNATE N❑, 1
CONTRACTOR SHALL ONLY CLEAR 20 FT STRIP INSIDE WETLANDS II -,,PROPOSED 8' GATE VALVE
I II "`� SEE DETAIL C -131
/ I ALTERNATE NO. 1
� II II II I I
LIMITS OF WETLANDS p II
p I II I I I�
II
P,4 NEL 11 l 11 l
DETAIL C -9:1
1 4.1 e
/ \
3
SECTI ❑N A -A
r
NO POINT SET
GENERAL CONSTRUCTION NOTES .
CONCORD ENGINEERING do SURVEYING, INC. HEREBY RESERVES
8.
THE ENGINEER HAS MADE NO EXAMINATION TO DETERMINE
ITS COMMON LAW COPYRIGHT ANP OTHER PROPERTY RIGHTS IN
111 GAS METER
WHETHER ANY HAZARDOUS OR TOXIC MATERIALS ARE PRESENT
THESE PLANS AND DESIGNS. IN ANY FORM OR MANNER
OR CONTAINED IN, UNDER, OR ON THE SUBJECT PROPERTY OR ITS
WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD
POST OR BOLLARD
WATERS, OR IF ANY HAZARDOUS OR TOXIC MATERIALS HAVE
PARTY WITHOUT FIRST OBTAINING EXPRESS WRITTEN PERMISSION
0
CONTAMINATED THIS OR OTHER PROPERTIES OR ITS WATERS IN
FROM CONCORD ENGINEERING & SURVEYING, INC.
LIGHT POLE
ANY WAY WHATSOEVER. NO SUB - SURFACE EXAMINATION OF ANY
SANITARY SEWER MANHOLE
TYPE HAS BEEN MADE BY THE ENGINEER AND ACCORDINGLY, NO
WRITTEN DIMENSIONS ON THES DRAWINGS SHALL HAVE
PROPOSED STORM DRAINAGE
OPINION IS EXPRESSED OR INFERRED ON ALL SUCH MATTERS.
PRECEDENCE OVER SCALED DI ENSIONS ON THE JOB AND
Q
FURTHER, NO OPINION IS RENDERED AS TO ANY VIOLATION OF
CONCORD ENGINEERING do SU EYING, INC. MUST BE NOTIFIED IN
❑ TELEPHONE PEDESTAL
ANY ENVIRONMENTAL LAWS OR REGULATIONS, EITHER FEDERAL,
WRITING OF ANY VARIATION FR THE DIMENSIONS, CONDITIONS
STATE OR LOCAL RELATED TO THE INFORMATION SHOWN ON THIS
AND SPECIFICATIONS SHOWN 8 THESE DRAWINGS.
TELEPHONE POLE
POWER POLE
PLAN AND THE ENGINEER IS IN NO WAY LIABLE FOR ANY
TREE
VIOLATION OF SUCH ENVIRONMENTAL LAWS SHOULD THEY EXIST.
A PORTION OF THIS PROPERTY IS LOCATED IN ZONE "A"
AS PER FIRM COMMUNITY PANEL NO. 37025CO086 D
9.
SPOT ELEVATIONS SHOWN ARE TO EDGE OF PAVEMENT
EFFECTIVE NOVEMBER 2, 1994
WHERE APPLICABLE.
10.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND
ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH CITY OF
573.00
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING
CONCORD, NCDOT, NCDEH &NR STANDARDS AND SPECIFICATIONS,
HEDGE ROW
THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
AND PROJECT SPECIFICATIONS. WHEN SPECIFICATIONS ARE IN
SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS
CONFLICT, THE STRICTER SPECIFICATION SHALL BE HELD.
HOSE BIB
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
GUY WIRE
❑
LIMITED TO NORMAL WORKING HOURS, AND THAT THE
ALL BENCHMARK LOCATIONS AND ELEVATIONS ARE TO BE
O PROPOSED DRAINAGE STRUCTURE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY,
VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING
THE OWNERS REPRESENTATIVE AND THE ENGINEERS HARMLESS
CONSTRUCTION.
PROPOSED HYDRANT
FROM ANY KIND OF LIABILITY, REAL OR ALLEGED IN CONNECTION
WITH THE PERFORMANCE OF ANY WORK ON THIS PROJECT,
EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE
OVERHEAD POWER LINE
EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
LOCATIONS ONLY. ANY DAMAGE DONE TO EXISTING UTILITIES
— --T-
THE CITY, OWNERS REPRESENTATIVE OR THE ENGINEER.
(whether shown or not shown on this plan) SHALL BE THE RESPONSIBILITY
11.
FOR COMPLETE GRADING PLAN SEE SHEET C- 3A,C -6A, AND C -6131.
OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE
_G_
6 —
LOCATION OF ALL UTILITIES SHOWN OR NOT SHOWN PRIOR TO
12.
FOR STORM DRAINAGE PIPE SUMMARY SEE DETAIL C -11:3
CONSTRUCTION. TO INSURE PROPER LOCATION OF UTILITIES, THE
13.
SOIL TYPES IN THIS AREA ARE AS FOLLOWS: CuB2, PoD, PoF,
CONTRACTOR SHALL CONTACT NC ONE CALL AT 1- 800 - 632 -4949 AT
TION NON SUBSCRIBERS
EXISTING WATER LINE
EnD AaB, EnB, AND PoB.
NOTE: CONTRACTOR TO CONTACT AT &T
48 HOURS PRIOR TO ANY ACTIVITY
WITHIN R /W.
NOTIFY ENGINEER OF ANY CONFLICTS /
PRIOR TO CONSTRUCTION. /
UTILITY NOTES
1. UTILITY SERVICES TO BUILDING AS SHOWN ARE FOR INFORMATION
/ 8'X8'X8 TEE W/ 2' BL ❑WOFF ONLY. SERVICES SHALL BE COORDINATED WITH BUILDING
ARCHITECT AND MECHANICAL ENGINEER FOR ACTUAL LOCATION.
AT HIGH POINT
ALTERNAT NO, 1 / 2. SEWER SERVICE LATERALS AND WATER SERVICE CONNECTIONS AND MAINS
ARE SUBJECT TO MINIMUM CLEARENCE REQUIREMENTS OF
Q-
��/ TEN(10) FEET HORIZONTAL AND EIGHTEEN(18) INCHES
J /
PROPOSED 8' GATE VALVE / VERTICAL FROM THE MAIN.(when one line is above or below
6J // / vf, SEE DETAIL 1311 / but less than eighteen(18) inches clearance both lines shall be
s
1-1 / constructed of class 50 DIP with mechanical joint for a
r i
/ ' distance of ten(10) feet measured at right angles on each
\ / O
side of said lines).
3. WHENEVER A WATER MAIN CROSSES OVER BURIED UTILITY DITCHES,
99 / �/ / EITHER UNDER OR OVER WITH LESS THAN TWO (2) FEET OF
i \�/ VERTICAL CLEARANCE THE UTILITY DITCH SHALL BE SPANNED WITH
eoor- DIP FOR A DISTANCE OF TEN (10) FEET EACH SIDE OF THE SAID
/ / / i / DITCHES.
110-00 / / I 'x \O/ 4. ALL WATER AND SEWER LINE CONSTRUCTION IS TO BE PERFORMED IN
X, �! r0/ / ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE CITY OF
CONCORD AND WASACC.
81X81X8' TEE W/ 2�( BLOW❑FF v
I PROPOSED 8' GATE VALVE AT HIGH POINT \ P /A
SEE DETAIL C -13:1 ALTERNATE 1
ALTERNATE N❑. 1 / SCALE: 1"=100'
L
60 - - _ - -P7
! SCALE IN FEET
— 0 100 200 300
55LF OF 18' OUTSIDE DIAMETER,
12'X8' TAPPING SLEVE AND VALVE 0,25' WALL THICKNESS ENCASEMENT
ALTERNATE NO. 1 PIPE & SPIDERS AS PER DETAIL C -911
LEAST 48 HOURS PRIOR TO CONSTRUC -
SHALL BE CONTACTED DIRECTLY.
THE CONTRACTOR SHALL PROVIDE TqF APPROPRIATE
BARRICADES, WARNING LIGHTS AND WARNING SIGNS TO ENSURE
THE SAFETY OF THE PUBLIC AT ALL TIMES.
BOUNDARY AND TOPOGRAPHIC INFORMATION AS SHOWN TAKEN FROM SURVEYS BY
MEL THOMPSON AND ASSOCIATES JOB #89 -12 -19 DATED JAN. 2,1990.
UTILITY DIRECTORY
City of Concord (COC)
City Engineer: Mr. Tim Lowder 704/786 -6161 ext. 304
Water: Mr. Henry Woldroup 704/795 -0163
Sewer: Mr. Mark Fowler 704/795 -0210
Electric: Mr. Eric Dean 704/786 -6161 ext. 322
Concord Telephone Company (CTC)
Mr. Bill Heilig 704/788 -0289
Duke Power Company (DPC)
Mr. Ron Basinger 704/638 -6132
NC Department of Transportation (NCDOT)
District Engineer: Mr. Alvin Hough 704/982 -0104
Maintenance Engineer: Mr. Joe Wilson 704/436 -9316
Public Service Company of NC, Inc. (PSNC)
Mr. Bill Norris 704/783 -3959
Vision Cable of Metrolina (VCM)
Mr. Joey Dickens 704/938 -5144
*
NO POINT SET
0 WATER METER
*
SET IRON PIN (M5 REBAR)
111 GAS METER
•
EXISTING IR ❑N PIN (AS DESCRIBED)
D< GAS VALVE
®
POST OR BOLLARD
H WATER VALVE
0
MONIT ❑RING WELL
LIGHT POLE
SANITARY SEWER MANHOLE
4^ HEADWALL
PROPOSED STORM DRAINAGE
STRUCTURE
A TRAVERSE POINT
Q
TELEPHONE MANHOLE
❑ TELEPHONE PEDESTAL
®
ELECTRICAL MANHOLE
0 O CLEAN OUT
TELEPHONE POLE
POWER POLE
TREE
FIRE HYDRANT
O
SIGN
�+ TREE LINE
STONE
573.00
PROPOSED SPOT ELEVATI ❑N
HEDGE ROW
O
WATER WELL
SHRUB LINE
HOSE BIB
C
GUY WIRE
❑
CONCRETE MONUMENT SET
O PROPOSED DRAINAGE STRUCTURE
■
CONCRETE MONUMENT FOUND
IDENTIFIER
PROPOSED HYDRANT
1FIRE
qq
OVERHEAD POWER LINE
— T—
F— T —
— --T-
UNDERGROUND TELEPHONE LINE
T
T
T
OVERHEAD TELEPHONE LINE
_G_
6 —
— -{r
GAS LINE
—SS — S8 —
— -s-s-
SANITARY SEWER LINE
W W
EXISTING WATER LINE
H
x N n r1
a x
FENCE
TIE LINE
BOUNDARY AS SURVEYED
BOUNDARY BY DEED OR PLAT
—
RIGHT OF WAY
— — — —
EASEMENT
—
CREEK OR BRANCH
705
PROPOSED CONTOUR LINE
— —
— — — — — 7e5— — — —
— — —
EXISTING CONTOUR LINE
_
—
EXISTING STORM DRAIN LINE
SD
PROPOSED STORM DRAIN LINE
.
PROPOSED SWALE, CHANNEL
SILT FENCE
TD — T•D —
TEMP, DIVERSION DITCH
STONE BASE AND
J
HEAVY DUTY ASPHALT PAVING
PROPOSED WATERLINE
PROPOSED SANITARY SEWER LINE
S-S
EXISTING SANITARY SEWER LINE
X
—
_
=X =
EXISTING UTILITY TO BE REMOVED
— —R4�
— — — —RB— — — —
—R$ — —
PROPOSED ROOF DRAIN
EXISTING MINOR CONTOUR
—
—
EXISTING MAJOR CONTOUR
lop
4 RANK�N
.x
•
Date: MAY 13, 1997
Revisions:
Al AS PER ARCHITECTS
Q6 -19 -97
AS PER NCDOT
7 -22 -97 OQ_L -
OVERALL UTILITY PLAN
CIVIL
C -9
Of 13 Total 173
Comm. No. 96021,01
(O- 1 'RD
;.;.ENGINEERING &
SURVEYING, INC.
ENGINEERS — SURVEYORS — PLANNERS
NSPE PENC ACSM NSPS NCSS
45 SPRANG St. SW P.O. BOX 266
CONCORD, NC 29026 -0260
CaNCORD (704) 706 -6404
CNARLOM ((7 04)) 332-6634
FAX [phone]
0 CESI 1666
CESI JOB NO, A6 -10 -14
•
Date: MAY 13, 1997
Revisions:
Al AS PER ARCHITECTS
Q6 -19 -97
AS PER NCDOT
7 -22 -97 OQ_L -
OVERALL UTILITY PLAN
CIVIL
C -9
Of 13 Total 173
Comm. No. 96021,01
(O- 1 'RD
;.;.ENGINEERING &
SURVEYING, INC.
ENGINEERS — SURVEYORS — PLANNERS
NSPE PENC ACSM NSPS NCSS
45 SPRANG St. SW P.O. BOX 266
CONCORD, NC 29026 -0260
CaNCORD (704) 706 -6404
CNARLOM ((7 04)) 332-6634
FAX [phone]
0 CESI 1666
CESI JOB NO, A6 -10 -14