20031442 Ver 1_COMPLETE FILE_20031118

October 28, 2003.
John Dorney 14 4
Water Quality Certification Program
1650 Mail Service.Center
Raleigh, NC 27699 WETLANDS/ 401 GROUP
Re: 401/404 Permit Application for NOV 1 S 2003
Poteat Waterline
WATER QUALITY SECTION
Dear Mr. Dorney:
Please find the enclosed seven copies of detailed plans, vicinity map and USGS
topographic map for your review.
The vicinity map : is shown on Drawing No. 1170-02, Sheet 1 of the plans with the
proposed. location of the water lines. There is -one stream crossing at station 10 + 50
on Poteat Road.
We would welcome a phone call to clarify any remaining issues and to expedite
project approval.` Please feel free to contact me at [phone].
Sin rely,
ter4
ressley, P
City Engineer
Page 18 of 18
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No. 46 4 2,
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
0 Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: E]N/A
II. Applicant Information
1. Owner/Applicant Information
Name: Citv of Morganton
Mailing Address: P.O. Box 3448
Morganton
North Carolina 28680
Telephone Number: 828-438-5265
E-mail Address:
Fax Number: 828-438-5264
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 13
III. Project Information
9
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing
property boundaries and development plans in relation to surrounding properties. Both the
vicinity map and site plan must include a scale and north arrow. The specific footprints of all
buildings, impervious surfaces, or other facilities must be included. If possible, the maps and
plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey
with the property boundaries outlined. Plan drawings, or other maps may be included at the
applicant's discretion, so long as the property is clearly defined. For administrative and
distribution purposes, the USACE requires information to be submitted on sheets no larger
than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers
full-size construction drawings rather than a sequential sheet version of the full-size plans. If
full-size plans are reduced to a small scale such that the final version is illegible, the
applicant will be informed that the project has been placed on hold until decipherable maps
are provided.
Name of project: Poteat Road Water Line Construction
2. T.I.P. Project Number or State Project Number (NCDOT Only)
N/A
3. Property Identification Number (Tax PIN): Tax Map No. 46-72-1-3 & 46-72-1-9
4. Location
County: Burke Nearest Town: Morganton
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): From I-40 take exit Number
103 and go South 0.78miles on US Hwy 64 turn left on Salem Road SR1949 travel 0.89
miles turn left on Pete Brittain Road SR 1940 travel sr 1940 for 0.10 miles turn right on
Poteat Road SR 1950
Site coordinates, if available (UTM or Lat/Long): Lat N35°41'39" Long
81°41'15"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists
the coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
The area is partly undeveloped, partly wooded residential lots.
7. Property size (acres): Area disturbed by water line construction is = 0.60 acres
(4426'x6')
8. Nearest body of water (stream/river/sound/ocean/lake): Hunting Creek
River Basin: Catawba River
(Note - this must be one of North Carolina's seventeen designated major river basins.
The River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
Page 6 of 14
10. Describe the purpose of the proposed work: New Water Line Construction
11. List the type of equipment to be used to construct the project: pipe laying equipment
12. Describe the land use in the vicinity of this project: Residental & Pasture Land
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 7 of 13
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts N/A
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain* *
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name* * Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 6' Hunting Creek 10' Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 6 linear feet
Page 8 of 13
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
N/A
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 9 of 13
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Vegetation, Silt Fence and Rip rap
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.httn. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Page 10 of 13
IX.
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres):_
Amount of Coastal wetland mitigation requested (acres): N/A
Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? . No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No 0 If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
N/A
Page 11 of 13
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No Fj
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 13
,
I_ ,
so
°
\ '\ n
i'etersb
1
`
o ' err f q RIITA?R(lAD ) i I ros er
T' frr;' t BETE B 3 P. t h'`
V ,
? ?yy
`F
uui?a? o ?q kv ' C)y/
v ,
!
POTEAT ROAD WATER
00 7
° CONSTRUCTION
79 .LINE 6
rr
12A 11
1200 'zpo
r
i?-
/- II u
u. c
lio ?l` !!
11,90 fl
ur e ,ZO J
O
112s \'. .,
1,80
!? 956 -1 I o r?\ ?-??' " ??
1957 ii
f?.
p
??? 00 l
(. .' \. em r2ep \ CD
u
1400
?24x
MORGANTON SOUTH, NC
35081-F6-TF-024
- ?. °??,ti 7.5 MINUTE SERIES
1993
7 \ \ ?i ?I (17; \1' )? r(1 ?? X11, 1. ? ?,??;??\ i ,.? l /i'%? ?? . r, \ I DMA 4655 11 NW-SERIES V842
i
/ , F-___ I- ~ _ - ~ ~ ~ ~ i ~~~~4
~ ~

- _
,1 , -
i ~ - i
~1
~ i
0J
P~
_ ~ ~ ~ ~ ~ I ~ ~ - - ~ ~O
~ ~ i ~ ~ i ~
~ ' ~ _ ~ ~ 1 ~ ~ ~ ~
' 1 i ~ ~ A ~ i\ i ~ ~ I ~ - ~ ~ I I ~ ` ~ \ A_~ ~
0
- OO Q~~
o ERNE
GREEK~ooo
0 v~
-
J I
~ _ ~ ~ LOCATION
I r-- aAOPOSm 6' ~ ~-90o w~mt u~
- raoaosre s' ~c ~ r~~ u~ ( ~ K- mni'~~ ODKi~ owu i cM a0N OMt ~ OMt ~ YMi
IMP ~ _ _ ~171iMN ¦ ~ . ipGl NYY A I® !A I'li4tl ~ { ~ - MU.t qyp 91/b ~ ~ ~ 1F ~ ~1 _ - - _ - l
e
~ @r - ~ ~r+°'~- ~ou~3surronoa3iv~n
SNEE ~ 1 f. ~ +~,a - _
i £002 g I AON
~ SHEET NUMi~~~ ~ i"'
r STANDARD 11MI'?EgR~ r~OCK SiIT CHECK DAIS ARE b~ ',.OCAIED Ai S'~ ,4+34 ~ C I~ 6P ' ~9 df108J ~OV I SUNV713M
~ wg2q
SHr' NUMI 3 ' S I BE y£F
STNN!`4R,D 'EMPORARY ROCS Sih CHECK DADS AP,E 'C BE =OCa~D ~T jia ~,p(; ;'c ;;3' C;~ ; tOC ~ ?A 9+00 Sl l N l STA.iC+50, SiA ?~+BC & STA. 13+33 ~N~ ~~16 ~ I SJ aP~ FR ~ I
~ qs~ ~
~ ?s S ~RqR y ~ Pq i
~Q n S~
~IQ (l C ~ N T ~ H Fr p ~ ~.ai~ ~ ~R~ 'T Y r rc s~~ HF~ir T ~ 0 E S E_~S AND 2 Er ~ ~,.NTE~ DIFF~ ~~ti L. ~HAN SNEE~~ ~ a~wD 4 s oq ~ 3
STgS ~ 4 + . 'ti
If ~ RF j0 9F •°fs~,~p. I: ,ti 4y
q, 9~ (0~~ b¢~,! ~,I 15 S ~D
Tq 1 gtST
91~
~ rq ~ ~sr • it `fie ~~RWHD 6NM C 9W UIW J
S i~ D S j ~ AJ
5 ¢ ~ ~~8 ~ f~~~~ , Stq 4
S~ ~`5 '~A/~y5 ~ S~4 Pis \ ~ ? ~
0 ~
SiA 15+75, S1A 11t50. 15+04.
- - 14+25. 51A StA 24+~. SiP25+W. SSA 25+`~. S
_ i0 BE l~A~'D Ai SiP
~ - - 5iA 23rW Si A. 23+5~. SiA 24+0~ 16~ t 1 NLMBf R 4 ;,HECr. OHMS pRt ~ ~R
r; ANDARD tE~POR'~a°' ROCKSiP. 21aW SiA 22+50 1''N
7100, ;'.P 71 r5C & P ~(~D
1 i J \
a /O ~/O~ 20
1 G~ r~~.
n Ty ~ q
-
r'OF3 3448
~J

i, J~ ,A r~
1, ~ ' - - I _ - _ - ~ R , ~ ~ ~1J _ L.. ~ ~ I \ v I \J , ~H~+R~,~ ~~~N
_ _ ~ ~ - ~--1-~ _ _ E X ~ ~ T ~ N G U N ~ E ~ ~ r-~ l ' ~ ~ ~ I ~ ~ I- ~ ~ ~ ~ ~ i T 1 l , T ~ ? ~ ~ ! ~ ~1
N~. C ~t~~ r_ T, ~ JIB ` v ? ~ E ~JJ ONES UNDERGROUND UTILITY LOCA?IONS WERE PROVIDED BY NC1CALL OR OTHERS. THE OWNER
E - EXISTING UNDER,,~~')UND t ~E~.,TR~t„ ~,at3~~ ¦ ~ ~ ~ ~ rE=~ ~ - PR~PO~~ V A TER M~ i AND ENGINEER ASSUME NO LIABILITY AS TO THE ACCURACY OF THE LOCATION WORK. ALL UTILITY COMPAMES
t ~ i - ~ ~ T - - ~ ~ ~ T EXITING UNDE RG~=,~)UND ~ EEEPHUN~_ C,-A~3~ - ~ ~ ~ . - - ~~ONER ARE TO BE CONTACTED BY THE CONTRACTOR FOR MORE EXACT LOCATIONS OF UNDERGROUND
~ u MAID G~~ r'APER BOX c~ 7 T ~ ~
G - EXISTING ('A~ I" ~ ~ ~ ! ~ - ~ ~ r~ Li.J ~ ~ ~ * H!GHWA ( SIGN > jCNER UTILITIES PRIOR TO B!D AND AGAIN BEFORE CONSTRUCTION. ALL EXTRA WORK CAUSED BY LOCATION
- W EXISTING WA T R ~ -1 E r_ ~ ~ v T
PROPF R TY CORNER - C' ~ ~ ' ~ - Y MANAGER ERRORS OR OMISSION OF UNDERGROUND UTILITIES SHALL BE CONSIDERED INCIDENTAL AND NO COMPENSATION SHALL BE MADE TO THE CONTRACTOR FOR ANY REASON. THE CONTRACTOR IS
SE PROPOSED ;,ITT o - IRON PIPE rOUND URGED TO PERFORM IN'iESTIGATIVE EXCAVATIONS PRIOR TO THE BID DATE IF HE DEEMS PRUDENT.
R W-- -RIGHT- E- T O WAY o EXISTING EIR E H ~'DRAN i ~ T i ~ -T-
I ~ --.p PROPERTY I N E o T C~ ~ f_ 1 J
PROPOSED FIRE HYDRAN ~ _l~ 1 J TE ALL EXIS?ING UTILITIES ~,RE TO REMAIN IN SERVICE DURING ALL PHASE'S OF CONSTRUCTION.
® CONCRETE ~~ONCMENI T,,, ~ ~
- r, t_X~~T N ~ i~ ~ U 1BER 103 ER 4 OM ~NTERS ~ A 1 E 0 BURkEM ~ PE DESTA~_ EXEC i ~~~~,A~, l E~EP~IGNE C,AB~t- ~ ® ~ ' BURKEMONT AVE.
E-- ~ EX STING CATCH BASIN ~<<~ - , , ~ A~.~ GO SOUTH .7R ~ R T ~
l~ ~A R~l ~ T ~~F~ ~!1,~~1~ Ate. ~inr-r nn r,1 I 0 V ~~~E~ 0~ ~~I\~~ I ~ FPJUF TI IRN I FFT C1N MINIMUM 10' LATERAL cEPARAT10N OR MINIMUM 18" VERTICAL SEPARATION TO BE MAINTAINED
tit I WttN WA I tK LINt AND SEWER LINES.
W CLASS ~ RAP-RAF 4 lPKttOWER UK POLE ~r ~H'.EM RD SR 1949 TRAVEL 0.89 MILES TURN LEFT ON EF T ON PETE BRITTAiN
CD (D FxisTiNC GATE vALtvE ROAD SR 1940 TRAVEL SR 1940 0.10 MILES TURN RI ~ ~ PROPOSES GATE VALVE PROJECT IS TO EAST SIDE OF POTEAI ROAD. URN RIGHT ON POTE%+ ~ ROAD MI 1~1~1~'Er~~ 3.5' DEPTH OF WATER LINE FROM EXISTING GRADE TO TOP OF PIPE. IMUM OF 1' SEPARATION OF WATER LINE TO STORM DRAINS.
1

,
~ / I ~ ~ - ~ ~ ( ~ ~ ~
~ y ~
~ ~ ' ~ F- ~ I ~ r ~ ~ i ~ l . i ~
~ i i ~ ~ j ~ i ! I i' \ ~
~ i
e
--r r 1 ~ ~ ~ p ~I
i` ~ ~ l ~ ~ ~ ~
~ l ~ ~ ~ I i i ~ - i F- ~ 1 r i I ~ ~ ~ ~ ~ ~ i i ~ ~ I i I ~ ~ \
I ~ ~ I
~ 1
~ ~ I !V
~ - T ~ ~ I ~ r., i ~ f 1 ~ F I,
V ~ ~ / ~ ~ ~ ~ I ~ _

i

i
- ~~wo~o a' , soo wa~a ~~E
6' ~X wa"FP wt ~i m w ~ ~
~ ~ xY ' ~ n.. I,1 ~ li z„ ~ o~mi=,m~e x„ °C:
- - - - - - ~t aO ~ Kn as .rPOe ~ w6~' oort # "ix • _ r. ~ i
i
. ~
V~ I
1 ~ j y `0 !jp SHt~ h~M~E -
~6R yq, wA
`a u
N ~
~ I ~ 1 ~Y~' ~ _ t, /
~.a~ _ AAg. R~ ~ - - ~~i , 'FMp
Sl4 ~ y~,~ ~ / i
Ck ~ ~0 Sd r ~ ~ r
y ~ ~T ~ _ , , , , sf~s F~~a ~
qRf ~ ~ 'r ~
5Q ~ l0 ~ ~r fb,~ ~ 't Iq £~U~ "°cm,~~ ~ ~ ~1 ~ / - ~ ,1
~1
' Slq A/
9~on ~ ~la 1{ liA r 4 ~ ,'A 4' i '
`~0~) ~fr,~ ~ - 111
'~'q, ~ ~T ,1 \ea 1 .s
~g ~ ~~9 , I ~A~ f ~ ~ 4~ ~ ~ - i
~ ~ ~ 0 ~ & ~.A sTA2 ~ tE4t ~ ~ ~ 1 ~ ~~50, SIA.I9+OV S~p26~50 ~
\ ~ 1. +v~ ~ ~~-{CEO _ ,5 $~A ~A 26 ~
00, STA t5+~ , STA 25+50~ S i / + ~ _ t4+25, S1A 15 ~,0 S1A25+00, ~ 'y ~ ~ 1 STA TA 14r.,
aTf.D A t 4+00 S , ARE 1U B~ ~ ~ ~;,A. 23+50~ SSA p
i
~NE~ ;ia 1~+5~ i
STANDARD ~ ~ SSA 11 ctA~l+DO, ~
I d I
`0 N~ v 2.c~
3
I __-J r
I _ _ _
wG'~Jf F ~iti;~, rjT~~~ nr. ~ ~ rr~n~
i ~ ~ v~ ~1~ v~. , v ~ ~'v
~(l~i I IP~I~iN i A
ICU ',in

~~--L
'~1_~
-T

F---

L.___J
r`,
\1.
C~
m

~ ~ ~
L i ~ -02
I A; v ~
i ~ ~ I i ~ I i , i

i ~
j I ~ ~ j r 11 ~ I ~ I I ~ ~ i !r
~ I i i i ~ ~ i' ~
I ~ ~ 'i r r,
~ ~ ~ ~ 11 ~ ~ ~ i
~ i ~ ~ ~ I ~I
ll ~ j i
I f ~ I ~ ~ ~ r
~ ~ ~ Q 'I l i o, ~ f
~ ~ ~
o ~ 4 i , ~ ~ ~ ~ I I ! o ~ v' ~ ~ i t
j ~ i ~ iii r ~ i i i1' ~ ~ ~ ~ r,
I 1 ~ ~ i~ i ~ ~ ~ ! - ~ m o ,'y-,' i1 ~
117?,3 ~i - - ~ -G- ~ --t----{ ~ ~ i ~ ~ , X ~ r?1 D T ~ j I ~ - ~ ~ i ~ ~ - G7
~ O Cn I , - = x = ~ - C: ' j ' ~
Q7 00 C~0 ~ ' ~ D O Ch ~ w ~ _ _ i I i / < rn i' i - I t I ~ ~ ~ ~ - Z - I~
17 ~ 'i ~ I i _ i
i < ~ ~
> Z I ~ ~ i ~
T ' i ~ r C: _ I I c
I W I' Zi Zi i~
i C71 ~ - t ~ ~ ~ i
~ ~ ~ ~ - D - ~I ; -X ' ~ -a Z I Z L~~ -L7 I I ~ r~• C J~
117 ~ U ~ ~ T> ~I 8 _ _____i
~ IJ ~ ~ ~ ~ f'~ i i ~ D ~ I ~J -C) ~
N -a ~ ~ i ~ ~ ~ rl i 1 fTl r'1 r.-~ - ~ ~j
+ r- ~ Li 1 I~ I C7JZfTl T> s~,, I
I rTl fTl r" ~I I ~ II I ~ ~ ~ ~ ti~ Z
X9.8 ~ ~ _ ~ ~ j! l,kAd-. ~RJ't
- cr)
r- I, 1, D X
Z i n-, r,~
z zlrn.~ ~ - ~ ~r~ r < ~ ~ x,
r ;Y ~ ~ ~ ~ r i ~ z ~ ~ ~ 1cf)
i I i ~ 1 <; i ~O ~
D I ~ ~ ~ ~I i ~ ~ I ~ ~ I~ Z D Cn I ~ ~ ~ ~ ~ i i Z` _ , I ~ Z7 Z
i ~~~'i, i, i ~ D Z ~ ~ ~ C; Y L Y r- D
i 1 D t
1'~~y.~ - L ~ ~ _ ~ C ~ " uJ --4 rri r' 1
I' r. O Z
i 'i ~ - ---~~i = z r-
~ , i
r I_
j _ -i - - ~ i ~ ~ ~ r -1 ~ I j i ~ y y ~i
it III i ; i i, n
I I ~ ! ~ ! ~ ~n ~I I ~ - Y
~ I I ~ ~ ~ % ~ ~ ~ C7 r~ r ~ % ~ Z ~ C7 r-i
~ Z
1 ' r I I Z
n
i I ~ I I ~ i D D i m
~ i~ ~ ~ m ~ ~ -r, ~ y~ n~ L rT~
Z
~ ~ ~ ~ Z C IF _Y _y-~._Y__._..-A nn
t ~ rT,
1 ' ( _ r^
• - i ~ ~
~TJ rT i,_. rr' c z;
Y ~ . i ~ { i X
X _
Z 7:
I ~ ! i ~ ~ ~ ; AMP ~ ~ z r-r~~. ~ ~ o O
~ I I i ' ~ - ~ ~ ~ - Z~ i ~ ~ t Cn I ~ ~ T ~ ~ ~ I I J - i (rl z
-r c. ~ ~ c.n ~ - ~ ~ h J
~ ~ ~ ~ z ~ ~ F--- _ , ~ - 1 ~ ~ ~ - z _ ~ ~I
' I C~ ' rT
i ~ ' ~ -
I ~ + r- ~ ~ D II ~ ~ O T i
i FT1
i- - _ - - n ~ o ~i z c? ~
~ ~ ~x ~ ~ ~i O z) ~ ~ ~ i-n ~ I'~ ~ < Z T z
~ , ~ i ~ ~ v, ~ .
~ ~ ~ i ~ Z ~n . ~T
j ~ i Z= ~ ~ ~ - - n
~tI~.6 ~ ~ ~ ~ ~ i , ! ~T-; - ~ I - -G-~- ~ ~ o ~ ~ Z ~ i ~ ~ ~ ~ - ~ , 1 ~i ~ '~~~f? ~q ,r~ ~ ~ n ~I Z7
y _i ~ O r
I d~ ~ I _ D ~ \J h I I D~ ~ ~ ~ '
Z it J)
r O
- _ ~ ~ ~ ~ ~ ~I J ~ '30.4 ~ I ~ ~ _ r ~l D ~ ~ ~ ~ ~ Z rT-1 , O ii CJ A ~ - ~ -1
U
i oc 7
~ ~1 ~ i ~ I ~ ~ ~o D O J
D i I i 1?821 _.y - _ - 1--r ~ ~ o ~ 7
~ ~
I ~ ~ i I ~ ~ ~
I i D I ~ ~ RIVE r
~ - + I - 'a41, C'
i ~-F-- ~ ~ I ~ ~ C ~ ~J
..J ~J
I ~ ~ i D I ~ ~ I
I~ ~ P ((i ~ i ~ ~ ~
,r. 1 I I
j I ~ ~ ~ ~ I QRVE _
i ~ ~ ~ _ I
7 '
II

t - r-- -
' I ~ li I li i I, ! ~ I I j ~
I !;'j 1 i f ~ i'~ ~ ~ ~ l l
I ~ ~ i ~
~h ~ ~ + ~ ~ i~, O _89.3 ~ ~ ,
- - --t----------~ ~ z o
iI ~ r' _ ~
~ ~ ~ ~ - - , ;~R; JE.
~ ~~1 ~ ~ a _ ~ ~ ~ ~ ~ ~I I ~ ~ -
1 90 8 o i ~ I ~ I _ _ -
o ~i ~ i A ! 4SPNA~ ~ ° ~ ~ ~ ~ ~1RI ICE ~
I ~ ~ ~
~ ~ ~ ~ ~ ~ ~ O 0 ~ -
I ~ i ~ ~ ~I ~ 1 ~ i ~ ~ I~ ,
119? . 3 i ~ ~ - I-- --~-fi- { --~1 i I I ~ ~ i i ~ ~ i o
I ~ , li I ~ x ~ I ~ O ~
I I ~ I D~ i ~ D 1i
O ~ @
I ~ ~ ~ ~ ' I ' I
~I T, N ~ -1,191. ~ _ -----t ----r-~-r ~7 G~ _ + ~ ~ 7 i I L
o , , rTl OD ~ i
I ~ ~ ~ ~ nw ~ ~ J n I N~ ~ ~ li ~ I r- ~7 ~ O U, ~ I O I I
i O m a~z_~rna~D ~
I Z ~ x ~ II ~ ~ ~ ~ - m ~ ~ ~ A c~ N ~
- ~ ~ 3/~ r - - 7 --t- ~ ~ i I ~1 ' x ~ O ~ ~~I ~i
I ~ D 1 Z ~ Z ~ ~D Q
I - 1 Z N I ~O r~ . - I ~ _
I ~ ~ i ~ _ i ' ~ ---I I ~ II n
~ - I N ~ Z < ~ RISE I ~ ~ ~ ~ ~ I I ~ ~ - ~ ~ GRAVE>_ ~ O, N i
Ul cr ~ O O S cr v ~ o _ D c7 + KENT 1 ~ 94.9 _ ~ - z ~ 0 0
~ I I z ~ ~ ~ +-t_
i l ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ m - ~ ~
I O rn I I i ~ V ~ i ' v i III ~l
I i ~ O I I _ i i
i rTl I i Z ~ I ~ m I 1 97.C _ ~
I c
~I ~I ~ ~ I I ~~n ~ I
i ~ t z f fTl
I ~ ~ ~ ~I I ~ I i I L. ~ J
i 1199.4 ~ ' i o ~
O i ~ O I
I ~ I ~ O ! I ~ I
i ~ I I, I 1
11 ~ ~
~
I ' 1202.4
19 5 0
rRUCTION
NTON NORTH CAROLINA CITY OF MORGA

,~y Y`

~ DRAWN BY: SHEET NO.. ` .b ~
C, ~ S' C NO' ;HEFT I
• ~ H KDBY: CECE t"
s P. 0. BOX 3448
fr MORGANTON NC 28680 - - DRAwiNC No.: } ~ DATE: RaWIN .Oi 17c_ 0 2
828 438- 5265
>
SCALE: -

~ I
- I ~
i i \ ~J
~ ~
~ ~ ur~_ ~/V~
i i,
ii

i I ' ~
i,
i
i i
_ _ _ ~ _ T, ~
~ I t~ CU I ' i
1 i ~ ~ ~
~ i I
\ ! ~ ~ li
~ ~ ~ ~
~ fi A + ~
~ ~ ~
, ~ ,j
~ ~ ~ -
~ i i ~ , ~
~ ~ ~ Z
'i ~ ~ - ' D
~tJ~S. ~ I I i ~ ~ ~ 'J' I \ ~ - -l- I
I~ \ i \ ~ i T
~ ~ ~I ~ A~ ~ \ _ ~ ~.~s;
i, ~ - ~ I ' i z
i ~ I ~
Y
l ) ~ ~ ~ ~ ~ > Z f T l T ~J i
I, ~ ~ \ ~ ~ z.n C7
I ~ ~ ~ ~ i ~ ~
i
-I _ _ _ _ _ _ _ ~ _ _-rt---- _ _ _ _ - - ; ~
c~ C^~
i i i I c;
'I ~ A l ~ ! ~ D i `
i i I '1 i I
4
o, ~ ~ ~ r ~ ~ c~ ~
T
I i
' I ~ I ( ivti a. ~
t
i _ i ~ I
I C~S~ - 6) r7~ 7 _D ~ ~ N~~ -
J ~ v
D rT - ~ i
_ _ r
_ + _ + _ X - Qr--_ - - _ _ - - - _s;
- . L ~-i T ~ ~r ` i T, ~ ~i~ V;~ ~ > -

~Z ~ , {
r t, ~ ~ ~ i I
i U; _ , "r iJ A r~ O _ -x% ~
- - - ~ _ s
> t

~ Z _ \ y
I ~ ~ ~ f~ ~ ~ a~
O U lj C~% ~ i ~ -1 F~ ~ ~ ~ ~
~ ~
!,p 9i
I I I ~ ~
O ~ ~ ~ 9
O i ~
I, ,
i
i I
I I
-
I
i 'I i
i ~ ~ i ~
i ~
~
i
I

i , ~ i

_ - - -r _ - ~ - _ - _ 1
j ~
~ ~ ~
I ~ ~ i
~ ~I ~ ~ I~~ ~
~ ~ I I
I I i ~
I ~ I
~ ' ~ ~
I ~ ' ~ ~ - - -T-----fi ~ . --~------1
? ~ M i `
~ ~ I
I i f ~ ~ ! ~
i. ~ i
I ~ ~ I
I ~ I
i ~ ~ i ~ ~
i
~ i
I ~ ~
1 ~
i ~ ~ i
i I
I ~i I ~ ~
I
1 i ~
i
i i ~ ~
I i
I
i i
I i
I i ~ ~
~ ~ ~ ~ ~ ~ ~ ~ i ~
~ I ~ I ~
i
I i
I
1950

,RUCTION
~ CITY OF MORGANTON NORTH CAROLINA
o
a ~
~ ~ ~
DRAWN BY: SHEET NO.:
SHEET z
CHECKED BY: ` fr 3448
P 0 BOX
C 8680 MORGANTON, N 2 DATE: - DRAWING NO.: AWING NO.:
828 438-5265
i , 1170-02
SCALE: _

~ - ~ f~~
- ~ ~
T ~ ~ T T ~ T ~ „ ~ ~
~ l.~ ! ~ ,H ~ ~ I ~1.. ~ ~l ! ~ / ~~v~~
m

~ ~ ° ,I,I .v
i ~
o m I', ~ ~ p i z
I I ~ ~ _
~ ii ~ _ ~ z ch
~ ~
~ ~ a o ~ - - _ ~ _ ~J ~
~ o .1,3.5 o N c,~ w ~cn ~~~_r o; ~
r r Cr~/ O ~C ~Ui ~ rt.
F .I r o ~ ~ n
~ - - ~l~ ; ~ r--, ~ c ~ N~~J f D
' ~ O I ~Orn i r~'~ ~ - _ ~ O 173.4 ~ z rn c~c~ D ~ ~ ~ / ~ z ~ c
i ~ X z ~ ~ ~ ~ - O O ~ ~ _ , ~ ~ ;
T F7-1 -T
n ~ ~ . - ~
~ rn ~ c - i r ~ v k N 1 O ~
_ , ~ uZ
i ~ ~ Z <Z!n , q ~ , ~
~ n Z v; ~ ~r, . , I~ , . i i ~ -
~ I ~ - z . a z> ~ , r 7 c
I Q` 1z'QU -'Z ~ ~ 1 i ~ ~ ~ ~ ~ rr :7 ; D c~ 1 69.6 ~ D
D ~ I ~ ~ ~ Z ~ r- - - ~ , ~
~ r- z i ~ v ~ ITI Z r T, " , ~ v~
~ ;m i-' m i ~
~ ~ 'n ~ O I v f
~ i < ' I i U i l I-:
I ~ ~ H z7 i
I ~
~ i 1 q
cf, ~ ! ' a~
i --a ~ i ~ ~ ~ r~ i ~ T ~GA V[ l ~pl~r
~ ~ - ~ ~ ~ f - E j ~ ' i ~
~ ~ ~ i ~ ~
I ~ ~ z ~ C,. i I
6u,8 ~ ~L
o ~ ~ ~ ~ ~ ~ n k ~
i ~ ~
~ ~ ~ U; . ~ ~ - i
1156.9 i ~
Y l I i R i ~
~ f ' ~ _
~ 1 n ~ \ T 1~~~
i
AI ~4 I ~ ~ `h - + c" j
O ~ ~ ~ I ~ ~~,i ~R ii 'U ~ ~ ; wF
~ ~ I ~J
~ ~ - j I ~ L~ i ~
~ ~ ~ z~ i -
~ ~ i ~ ~ (.l; 48.9 ~ I ~
- _ r ~ ~ r~ ~ ~ F i
~ I i / c1 ~ ~
i ~ ~ i
I,
1~~ i _ I
_ _ _ _ _ _ O
o; ~ I ~ ~ i L i
i ~ ~ ~
i ~ i ~ (J~ ~ I 1 ~ ~ / ~ -i ~ ~ i 1>

~ -~----t--------~-- ~ ~ -
I I I ~ I ~ d eell r
O / ~ ~ U ~,a
I ~ ~ 1 - - ~ ~ ~ ~ ~ i
I y i ( ~ , ~ ~ m
r 3' 4 I ~ - --__----I--- + -r-i
o i ~ Z ~
~ ~ ~ ~ NCH ~ 1 D t I ~ ~
/ ~ ~ ; ~ ~ v; ~ -
i r I n I L_
1133.3 ~ ~ ~ ~ ~ ~ ~ i - i ~
i 1 ~ ~ ~ ~ ~
I f
_ ~ -
c'' ~ ~ P J~ rt.n Ic* y. ~
~ - :T~ C7 - ~ I U ~ i
`-f--- -t- ---1---~-i---------1------_.--.- _ _ T
~C _ ~ ~~.J _ ~ ~ ~o I cry r _ ~
n I i
h ~ ~ ,J ~ ~ ~ I ~ _-P~~z.y Z
Z ry
~ - - s~ ~ - + ~I 1 ~ ~ D - 1 - - - - - - O I~ _ ~ ~ CJ fi- ~ I ~ D ~ fTl ~I I
-I D ~ f-Tl,, i ~ ~ r-r~ -1 x~ D U' ~ 'TI --i x D U'. I ~ ~ ~ C
! ~ IT~D
~ r-. Z ~ ~ ~ ~ ~ ~ + I i
I ~ O ~ n t~^, ~'~3_ _ ~ --gym 5'.
o r _ r _ _ _ _ C~
~ ~ D I ~ ~ ~ .~0', ~ ~ Z ~ I I
Z Z ~ C) ~ ~ - ~ --1 i I j ~ ~ ~ ~ s ~ i ~ D
T L
i ~''~.V ~7 I i ~ -P
r- _ I ~ y ~ I ~ _ ~ I Z i I ~'i ~ G~ -i I ~ ~ / ~ ~ ~ i ~ z
I A - ~ ~ Z ~ I 1 ~ ' ~ ~ J ~ i '
.
~ -
of z CO7JP ~ ~ I i ~ U I R~ r- _ r
~ ~ ~ i ~ ~ ~'Z U j I - o
' ~ ~ x ~ ~ I ~ ~ I ~ ~ 1 ( ~ rv ~ Cn
- _ ~ rT1 I ~I i ~ ~ a ~ Z_ i 1' ~ 1> n D j I ~
~ I ~ ~ _ y I ~~5.~ D ~ , ~ - _ - ' ' D I ~ Z~ ~ ~ - ~
- - i ~ , ~ I ~ - ~z ~ ~ I , i t~ . ~ cn rn ~ ~
~ ~ i ~ _ ~ i x ~
n ~ U, i U~ r,- i ~ -n ~
I 1 ~ ~ 4 -r! rr~ o~ k
_ o I i ~ ~ z _ t--_ o o ~ - F _ ~l ~~J , ~ v, ~ S o _ _ _ ---t-- - : ~ c ~T, o
o~, Z ~ ~ o ~ ~ - - - ~ ~ ~ z
i
~ ~ _ _ - ~'i ~ ' ~ T-; rte- I a~ i I ~ ~ I ~ ~ ~ ~ i
/ ~ - ~ ' - cr ~ ~I ~ ~ ~ ~ i "~'~~NiING ~I CREEK ~ ~ ~ o ~ ! HINTING CREEK
i ~ I I i i 1103.3 / ~ ~ ''I - ~
, i
~ ~ ~ ~ i 5F
~ ~ i ~ 1 i v I I i
I i1~3.4 ~ I
z ~ f o a ~ n ~ D o VC SEWS 1 ~ P o I ~ ~ _ ~ ISZ ,1l
~v n ~ I I I ! r~ ~ EX,-
O ~ ~ ~ I i ~ cr ° ~ x ~ z ~ _ 10 DiP SEW R W~ i ; ° + u
n ~ ~ ~ ~ = ~ o /N
~ - ,,b ~~~~E~ ~NICAStM~~~ti~ ~ ~ ~ ~ ~n Rio 1115.5 ~ r~ ( ~ j I ~ o r~ o z ` ~'s
Ur ! I ! ~ o ~
r~ + i - 0 I ~ D ~ I ~ i z ~
z CO CO ~ ~ ~ i ~ ~ G~ 1T1 ~ ~I ' ~ ~
~ U Z C ~ ~ 1, ~ ~ ~ ~ Cn n00 ~ ~ ~ N
N 1117,3 ~ I ~ ~
o ~ ~ o z i ~ ~ x~ i l ~
ul I ~ ~ ~ ! ~ ~ ~ O ~ i
7 i I ~
0 ~ j ~
1119.4 z ! i I ~ ~
I ~ nw ~ i I ~ ~ O ~ i
z ~ ~ o ~ ~ MATCH LINE
~ ~ ~ ~ ~ ~ 1' STA 13+50 ~ \
~ ~z ~ ~ ~ w ~ ~ 0
~ 1122.0 ~ ~ o - o
°o r~ ) ~ ~ I I
i ~ SEE DWG 1170-02 MATCH LINE__ I
o ~ ~ SNEET 4 STA 13+50
~ o o Irv 1124.1 cn o cn o cn cn o i
~ ~
I
i ~ 1950
RUCTION
CITY OF MORGANTON NORTH CAROLINA
~ ~ r
DRAWN BY: SHEET NO.. G
•N 0.: SHEET 3
CHECKED BY:
,r P. -0. BOX 3448
MORGANTON NC 28680.
~,1 ~ DATE: - - DRAWING NQ.: WING •O1170-.'i2
828 438-5265 >
SCALE: _

~ i AL
i
I I I ~ ~
J ~ I ~ i u V _ Ll ~ / ~

a ;
~ ~ ~ i

i r~ ~ r ~ c,, v cn 1 v Icr o v 5fr / C lA T^ti
o ~c ~o ~cr ~ I ~ X ~ S,'q , ` tlNh I ~ ~ I ~ ~3 I 4 '3x ` NF
I ~ ~ I ~ I 0. ~ ~ J ~ ~0 ~ , ~ ~ I u, 0 ~ i I ~yFFj < , ~o
4
- , - - ~ rt , - - ~ ~ ~ ~ „ ~ ~Ar~
o , ~ I ~ ~ ~ s;q ~ ~ ~ SN~~ ~ ~ `~fsu
O j
~ i I I
i ~ n ~ I I
,~.v ~ , _ I "1 ~ ~
I ~ J C ~ I ' /
~ i i i ~ ~ ~ a , ~
r
x
> , _ _ _ ~ t rn - t - _ } 1
o ~ ~ ~I I ~
~ i I ~ I ~ i I I ~ i ~ ~ ~ i C
~ C, I ~ ~ i ~ ~ i Z j
~ ~ 1, ~ ~ ~ 1 ~ X4.6 ~ I , i
t - --h - J ~ , I i 1 ~ i ~ ii i
~ ~ ~ ~ ~ . " ~J.
i ~ S~ 1 I
i
~r~ ~ 1' ti5 I 1 ~ - - + - ~ ~ i
' ~ (1 o ~ ~ ~ ~
i a ~ I, ~~-z~ ~ i ~ ~
~ ~ ~ ~ ~ ~s~; ~
~ I I ~5`i ~ O ~ ~ V~ 1 I
- _ _ _ _ - - ~ ~ ~~C~i. ri N~ ~R
~ ~ , ~ Vi ~~F ~ ~
i ~ °
i ` ~ - /1 , ~ ~ Z>
I I ~ Z ~ ' Z ,
J?.6 c~ c~ -r, - ~ i it 1 ~ ~r , - ,
~ ~ ~ ~ ~ ~ _ + 1`~ ~ ~I i C j ~ , r,~ -
I ~ ~ ~ ~r t` ~ ~ 7 - 'A ~
~ ~ ~i - ~ ~ ~ ~ ~.z ~ v , j ~ ~ ~ I~ I T ~ ~ ~ 1 ~
~ ~ G~ , I ~ '
',138.9 ~ \ ~ I ~ ~ ~ ~ ----4-__ _ - _ z = V ! _
I ~ z~ r I
v. ~ ~ ~ 7
I ~ ~ ~ i 1 " a~ y>
71 I' i ~ I I 00
~ A '
i ~ ( t ~ ! ~ ~ ~
~ r ~ - ~ ~ ~ i ~ ~
I ~ + - a ~ f I ~
~ ~ ~ i I ~ ~ ~ ~ 44 i~ ~ ~ ~I ~ 1 -F -
c _n - ~ ' ~ ~ ~R1~ ~ - ' _ ~ i
i ~ . i ~ ,,.p

~ _ i ,
i , O I ~ ~ ~ ~ ~ ~ o
I i O i I i z
i ~ I i i ~
~i I ! i t ~ ~ \ ~~a. ~ i ~ _ - ' ~ + v
t
i i I ~ i i CTTl ) r7l
{ ! I ~ i ~ \
~
c~ ~ ~ 5 _ ~
- ~
t, _ ~ ~
1 1 G i o ; -r-,
_ -a
~ ~ ~ 'i i - n, I , i - - ? I y - I
~ I L I n\ ,
-a ~

U z z
Z ~ > Z 7~ ~ C7 ~ ~ i T
~~r _ 1,- - _ ~ i _ _ I
O ~ ~ J ~ ~ I \ ^ J ~ ' ~ C~ ~ ~ ( I ~'1 ~ 1~
T~, C ~ A 1
~ I~'' O } v~ O D ~ - i ~ ~ s ~ J_
~
5 ~
r ~ ~ i
z z m rT ~ ~ I O ~ :L7 ..a C,
~ ' ~ ' C~ r-- ~ (z_ - n
C~ v~ ~n
r rT,
' ~L'.4 ti ~ ~j
~ C ~ ~ ~ a z I ~ ~ ~ + I c~ ~
~ ~ I I ~ J Ii ~ - ~ O (l~ D
I = O } i - -U Cl)
~ ~n ~ I I ~ I 84 ~ ~I ~
j ~ ~
_ I I ~ ~ ~ ~ I i - CT!
I I _
I G~ I i ~ I \ i ..rte
;88.1 D C.,
i ~ ~
o ~
~ I~ o
O O
C/)
D C J~
i I nJ + J C1
_ C D
'I C
w ' .1 D
j N O ~
O i ~
~ O U' O
U O C~
i n~ ~ nfTi(~ ~ D
~ Z-Ad~ ZED
I _ n Z ti ~ O
~ _ ~7\ GJ D l .C7 m c J h J O rn
I D -r~ C~ 6i C~-i
Z ~ ~ < ~ Q O C/)
1 ~ f Tl ~ D
C7 r ~ k ~ Z < t'~ it ° ~ z rTl ~ D
O D o I CD
I-Tl v Z ~ ~ ~ D X ~ ~ D m
~ ~ z ~ ~J CD
-1 D \ rn ~ Z ~ Z r- O
c~ pR1~ ~ m
G~ PSP ~G - ~ ~
~ 0~ D ~ \ D N
~ ~ Z
m ~ k ~ ~ O
1200.4 °
+ ° c~ I O
O ~ 'T
~I 1 CJ~ C~ C7 I-Tl C!)
1 0 ~ O Z -I I N O 1202.7 0-~ z ~ z o D ~ ~
I Z N ~ k
z~ r,-iv~om~ 6' m ~ rv D m ~ + C~ C~ ~ tJ i
m D o~ O ' \ m C7 ~ N U! ~
Z ~ ~ ~ ~ ~ ~ rTl r ~ D D ~ - I
N ~7 ~ r- Z ~ ~ Z I
1205.7 ~ < o r- z
o D~~
Z I y Z7 ~ oZZ mm
O-~ D~
--a ~ Z r
1209.2 ~ \ m z
O -P
Z ~ ~ ~ D ~
~ ~ Z ~ ~ ~
N ~ Z7 d 1950,nUCTIO
1212.2 ~ o
I o m o ~ r~-i
N
_ _ o ~ CITY OF MORGANTON NORTH CAROLINA N N N
Go cD O O ~ U'i O O
i i 0
DRAWN BY: SHEET NO.: EET NO.: SHEET 4
~ C
I ' ~ CHECKED BY:
Ey P. 0. BOX 3448
MORGANTON, NC 28680 _ _ DATE: DRAWING NO.: '.AWING NO.:
828 438-5265 >
SCALE, _ 1170-02
i

6~ ~/4~~vALV. BLDW OAF 2°GALV. 90° BEND
s
BROOKS PRECAST CONCRETE IO~MAX.WITH WIRE- fiMAX. WITHOUT WIRE TEMP. STDNE NOTES: DITCH CHECK
VALVE BOX COLLAR OR o, Eft STRUCTURAL STONE SHALL BE STONE FOR EROSION
STEELORWOOD S~~ pNVE11~ CONTROL CUSS "B':
„ . FINISH GRADE APPROVED EQUAL ~ 5fEE~s W s.`:d ~I ~ STAY WIRES MIN. 12 V2 GUAGE TOP STRANDMIN. NO. IO GAUGE i POST '
~ ~ I Y$o FI LTEFa 1-ABRI C
~~",~'K'~~yu ~ ~ 3/4~~ PV.C.TC~ N.PT. ~ THE ENGINEER MAY DIRECT THE OPTION OF
CWPLING p~ CLASS "A" STONE FOR SITES HAVING LESS THA~ Q. F U EDGE OF PAVEMENT
FILTER FABRIC-~ LINEWIR6 W ~ J o ~ ONE (1) ACRE DRAINAGE AREA AND A DITCH LINE IRES w 3 FlLL SLOPE GRADE LESS THAN 3+k. ,
CAST IRON VALV E BOX BOTfpM STRAND MIN. G UGE~ MIN.121/2 ~w ~ ~oQ~ GAUGE ~ ~w a oty~ ~ ,
~ „ W STRUCTURAL STONE
- N0. 10 GAIiGE GROUN ~ ~ BACK SEDIMENT CONTROL STONE SHALT BE N0. 5 OR 57
~ SEE DETAIL-TYPICAL VERTICAL ~ ~R°'sn uNE u"~ GATE VALVE INSTALLATION ~ - - ~ - ~ = _ - - ' I LINE { SLOPE STONE. °
I i - - ~ UW ~ ?
WIRE SHALL EE A MINIMUM OF 3fi~IN WIDTH AND SHALL HAVE A MINIMUM ao~io: ISOMETRIC VIEW ,
Z PV.C. PIPE OF 6 LINE WIRES WITH 12STAY SPACING. a - NIPPLE FILTER FABRIC SHALL BE A MINIMUM OF 3fi~IN WIDTH AND SHALL BE SEE DETAIL-THRUST BLOCK DIMENSIONS ~STENED AD EQUATELV TO THE WIRE AS DIRECTED BY THE ENgNEER. \~~,y ry~~ - STEEL POSTS SHALL BE 5~-0 IN HEIGHT AND BE OF THE SELFFASIENER mo m~
ow Q 4COMF1aCTl l) 1' MIN. NATURAL GROUNp N
BACKFILL AFTER VEGETATIVE COVER IS RE-ESTABLISHED, THE
_ ~ l.NGLE STEEL TYPE. CONTRACTOR SHALL RETURN AND REMOVE ALL ROCK
WOOD POST SHALL BE A MIW MUM OF 6~-0~ IN HEIGHT AND 3 FOR MORE IN PLACEO AND RESEED DISTURBED AREAS.
?V.C. OR r~/~,~ - -.-CONCRETE DIAMETER. WIRE FABRIC9iALL BE FASTENF~DTO WOODEN POST W1TH
D.I.? MAIN NOT LESS THAN N0.9 WIRE STAFLFS I V2 LON6.
CROSS SECTION , VEE DITCH
_ --2°RV.C.90°BEND TEMPORARY SILT FENCE
BASE OF DITCH
• ~ o ~ - 2°P. V.C. ~v1ALE THREADED TO FEMALE ADAPTER N.r.s. - TO TERMINATE THE EXISTING WATER NATURAL GROUND t2" 1 1' WIN. SEDIMENT 2 MIN.
RETAINER ~ 6°MJ CAP OF .'"J PLUG ?APPED 2° w/ 3/4°THREADED MAINACONC.THRUST BLOCKANOA aIN
GLAND W/3/4 ~2~, ~ RODS t7~ RETAINER Gi.AND CAP SHALL BE AFFIXED. - ~~~~~~MVED R MAIN FIGW ~ '
~ THREADED a0DS9~`, o~„y!~~ T~'
TO GATE VALVE GATE VALVE W/ RETAINER GLANDS OPTIONAL TYPE "B" ~ , q'.B" SILT BASIN - ~
~R CROSS SECTION - - - - - - - • 12" THt~K SEDIMENT
TRAPEZOIDAL DITCH CONTROL 1i`roNE TER MAIN ELEVATION Y EW
TYPICAL BLOW OFF DETAILc THREAD Bi CAP AGAIVANIZED EXISTING WATER M4IN AT ENDWLITERLINE) ALL CONCRETE SHOWN IS WATERLINE, 6LUEAPDCAVAP.V.C.
' TG OR LARGER MAIN TO 2 BLOW OFF TO BE 3000 P.S. I. WATERLINE, OR SOLDER A CAP ON
>I4~~GALV. BLOW OFF A COPPER WATERLINE. ' (NOT TO SCALE) ~RMINATION OF EXISTING WATER LI BROOKS PRECAST CONCRETE „
d r>.~ ~
VALVE BOX COLLAR OR 2 W,4TER LINES AND SMALLER _ ~
FINISH GRADE APPROVED EQUAL 3/4' PV.C. 9C° BEiJD (NOT TO SCALE) ,u
~i?` ~.i a ` 6°HB ASPHALT BASECOI#2S ~i~,~o~~\~ 1~i~i,\,~y~/~' 3~4~ PV.C.TO N.PT. COUPLING OR DEPTH EQUAL TO ~SE COURSE o WELDED STEEL
MATCH EXISTING 90 ENC.SEMENT PIPE - TO
7"MAX. (A.B.C.) STONE EXISTING BASE WHICHEVER 2 I-2 PAVEMENT HEIGHT ~ICHEVER WELDED STEEL ENCASEMENT PIPE ~ WELDED STEELENCASEMENT PIPE
SOIL STREET IS GREATER ASPHALT ~
•CAST IRON VALVE BOX - - - STEEL SPIDER SUPPORT TREATED WOOD ~ ~ I _ SUPPORT. it ~i STEEL SPIDER
I~ ,I SUPPORT
SEE DETAIL-TYPICAL VERTICAL t ,v 6~ EXISTING EXISTING ~I
~ GATE VALVE INSTALLATION ~ ~ i -o b PIPE a 3/4~PV.C. PIPE _ _ ~ lip
-0 P) E .D. I' ~ u -~jSTEEL BANDING P O 0 10 ~ ~ II ~ „ II ~
I ~ ~ MECHANICAL JOINT ~ , I I ` II IIMECHANICAL JOINT 900
CLASS P ~ ' i ~ ~ D MATERIA 50 D.L_ _ i II CLASS 50 D,LP. 45 SELECTE „ L _ _ _
4~ , SEE DETAIL-THRUST BLOCK DIMENSIONS, NIPPLE ~a\P 3~ MIN. COMPACTED IN 6 CARRIER PIPE WITH i ~ II CARRIER PIPE WITH o RETAINER GLANDS AT ~ ~ ~I II RETAINER GLANDS AT 45
LAYERS EACH PIPE JOINT ; i li II , i i t I I EACH PIPE JOINT
~I _ ,
II ii I -
~NCRETE ~I II BRICK
2"PV.C.MAIN TREATED WOOD II CLASS 50 D.LP.
r 3/4"PV.C. 90°BEND UNDISTURBED EARTH BRICK H STEELSPIDERSUPPORT SUPPORT ULKHEAD CARRIER PIPE BULK EAD
„ „ OPEN CUT ~ 6 2 - o' s " I/2 GRADE 5 HEAVY DUTY BOLTS(MINIMUM) i/2 GRADE 5 HEAVY-
4 r ~ 2"PVC. PIPE NIPPLE IN SOIL STREET IN PAV D
y~~ \~\~~~a~,~`~~y~~~ ~2"HARCO DIP BELL x MALE THREADED ADAPTER. PAVEMENT ~ ~ ~ 2"D.I.P MUELLER SQ.NUT VALVE OR Af~PROVED EQUAL N V TREET WITH LOCKING NUT - 3-O DUTY BOLTS(MINIMUM) _ W17H LOCKING NUT.
g EMENT REPLACEMENT PROFILE WIT _ H SPIDER SUPPORT PROFILE WITH WOODEN SUPPORT SECTION WITH SPID R SUPPORT
1 2~'HARCO DIP BELL x MALE THREADED ADAPTER r
NOT TO SCA 1 LE
TYP~S~~~_ ~~OW OFF. D~.IL ~ATENOWATERLINE) TRENCHING DETAILS _ CAR~~IER PIPE SUPPORTS SHALL 8E ,WOODEN SKIDS WITH STEEL 8AND1 G R
N 0 STEEL
2NPVC. MAIN TO 3/4" BLOW OFF ~ (NOT TO SCALE) SPIQERS (AS.T.M. A-36 .STEEL) SUPPORTS SHALL 8E OF APPR P TREATED WOODS .gOa WELDED STEEL 0 RIATE SIZE TO SUPPORTS ~
(NOT TO SCALE) SUPPORT ANG HOLD H ,.NCASEME~iT PIPE T E CARRIER PIPE IN THE CENTER OF THE ENCASEMENT PIPE.
THE SUPPORTS SHALL 8E CA LO TED FOLLOWING AND ADJACENT TO EACH CARRIER PIPE BELL.
THE WOODEN Sl.'PPORTS SHALL BE TREATED WITH A WOOD PRESERVATIVE AND ALL T S EEL
" - 5HALL Bt. PAINTED WITH AN - I STEEL e ANTI CORFcOS VE PAINT.
MECHANICAL JOINT DUCTILE IRON PIPE WITH RETAINER GLANDS SHALL BE INSTALLED
WITHIN THE ENCASEMENT PIPE (NOT SHOWN ABOVE), LASS 50D.I.P
CARRIER
3/4~BADGER MODEL 25 FORD EC-4- I~~ 3/4"-BADGER MODEL 25 FORD EC-4- I" PIPE ,
I~ - &4DGER MODEL 70 FORD EG 233/4" I ° -BADGER MODEL 70 FORD EC -23-3/4°
METER ~ EXPANSION CONNECTION METER EXPANSION CONNECTION 90° 90°
RECONNECT WITH EXISTING
SERVICE LINE IN METER BOX
3 /4"FORD AV9~b-323WG ANG! E YOKE hEl~' VALVE 0
T EEL BANDING TREATED WOOD
FORD AV94444 WG FORD HS91-323-3/4" ~ 0 ~ SUPPORTS
ANGLE YOKE KEY VALVE FORD HHCA91-444-I~ J~5 RECONNECiWITH~
STRAIGHT DOUBLE EXISTING SERVICE.
CHECK VALVE LINE IN METER BOX
I 3/4"-FORD AV92323 SECTION WITH WOOD N S P E U PORT
3/4°FORD Y502 FORD HS91-323-3/4°
YOKE BAR I~ FORD AV92-440 3r4~~ FORD Y502 YOKE BAR FORD HHCA91-444-I
"FORD Y504 YOKE BAR ANGLE YOKE ~64LVE I' FORD Y504 YOKE BAR STRAIGHT DOUBLE
CHECK VALVE CAST IRON METER BOX (NOT SHOWN)
MANUFACTURER MUST BE APPROVED
FORD F 20~ SERIES DOU~LE STRAP BY THE CITY OF MORGANTON.
IRON SERVICE CLAMP WITH 3/4 & I°AWWA 2° 3°BRASS " x 2 P.V.C. DR 13.5 PIPE OR REDUCED TO i I/2 PV.C. PIPE
TAPER (CC) OUTLET FOR USE ON DUCTILE IRON PIPE, CAST IRON PIPE, ~A~ SERVICE CONNECTIONS ARE TO BE NEW NIPPLE
2 HARCO BELLx MALE THREAD ADAPTER w/ RETAINER GLAND a EYE BOLTS
& STEEL PIPE. COPPER TUBING(ASTM 688 TYPE'K')FROM CORP. STOP TO ANGLE VALVE. - 2~~ MUELLER 2360 RESILIENT WEDGE GATE VALVE F w/ . i.P. THREADS
` FORD FI000.3G-3f4"CORPOR,RTION STOPB~ WA " ~FURD FIOOG•sG-I CORPORATION STOP FORD S906RASS WATER MAI F a N ORD S„I BRASS SADDLE w/ F.I.P. THREADS FOR USE ON PV.C. PIPE
FORD F 202 DOUBLE STRAP IRON SADDLE w/ Fi. P, THREADS ~'OR USE ON D.I.P. C.I.P. a STEEL PIPE
MLET- 3/4"& I"AWWA TAPER(CC) SERVICE SADDLE WITH 3/4"AND I' AWWA FORD FS 202 DOUBLE STRAP IRON SADDLE w/ FI. P. THREADS. FOR USE ON A.C, PIPE
k ~ } OUTLET-CONWCTIVE COMPRESSION CONN. ~ TAPER (CC) OUTLET FQR USE ON C-900 L_
AD TA JUS BLE CAST IRON VALVE BOX IS REQUIRED
WATER LINE II 11 FV.C. PIPE. BUT NOT SHOWN SEE TYPICAL VERTICAL AT G E

VALVE INSTALLATION DETAIL.
ERVICE CONNECTIONS CITY OF MORGANTON
~ (NOT TO SCALE) POBOX ENGINEERING 3448 DEPARTMENT CITY OF MOR(3ANTON AIORGANTON, NC 28680
MAIN CONNECTION [phone] ENGINEERING DEPARTMENT,
FORD FS 202 SERIES DOUBLE STRAP IRON SADDLE w/STAINLESS BAND -WATER LINE
WITH 3/4" R 1'gWyyq TAPER (CC) OUTLET FOR USE. ON TO 6" OR LARGER DIP, PVC. OR A.C.WATcR MAIN STANDARD WATER DETA1 LS
ASBESTOS CEMENT PIPE.
(NOT TO SCALE) 8 2
'ii

-
' '
f ~ I 4
~--PIPE OIA",' E' c R I '--~T / 1
M I .
_ I l~ I 1
2 6 MIN MU
1 UNDISTUr~BED ,
I ~ ~ r' EARTH cl 1. I 1=i1!1=I1)=ll~sll I
I 17RE ,
CUNCRETE C~F~'~PACTED SOIL ~ CDNCREtE THR~'ST
f ~4 . ' ~ ~ THRUST BLOCK BLOCK
li~~~~ M ~ n 'Tr: a-",~r' _ 1
_ , ~ I r • - ,
~ I - Q~ I i f~-'~ U'~ ' _ i ; i l~ 4 ti' _r,~T I ~9~~: ~ Arri Q N
~ ~.Jl l~ ===iill--=~111~ iir; J,II=~ . - T , k ~ J, I I I I I I C I I i-~ 1 I I _ r- 0
~ X ~ - ~ ~ ~ i Q ~ IIII- ~ I ~ ,,I~.~i i~ r ; MIN- I ~ I O - d
~ - ~ 11" , _ _ ~ f
- ~Il~i 7_ = ,,,IIII =111,11 _ tG FhJE GRAP~„~AR FILL 111: ~ ~ - - ~ 1' 1 'd'~ I Q V
i t
~ FIN~SFIED N ~ ~ ~ ~ ~ GRgf)E~~ ---CARFFJLLY SHAPED i0 FIT I ~ TEE ti, , , , q ~ ~ ;~d:; ~ I I I ~iAPED i0 FIT PIPE
_,n__. . ~t - _ - - ,I ~ ~ - _ III~I=,11= 1=111-III.III=111 TEE- .~UNDISTUf,'BED
;lll- 1. I_II1=1H.- 11(= II "I((~_I I_ ~t_ r ,r,~l_---.1~h~n _Ifl_111 EARTH
s>I (iJ-ul~ul IIE1Ti I - III= ,,,.a I -,q."ti',` ,III 1?1~I1I rll= ul= i1=u r- IIII ~ ~ • g 1` ~
. ~ _ ~.-11 L i~+ ~,5;, _Il?~HI nr-rii II{~r_ II~III~ _ PLAN E L E `V A T I O N
" N - III III~III _III-`- BROOKS PRECAST CONCRETE VALVE Z %j11.- II{~ IU faOX COLLAR OR APPROVED EQUAL
~ a - tIL ~ ~ =11 III ul
a II~~ = II COMPACTED EARTH ~ o _ . - HnCKFILL
!I 0 5
~ AD~IUSTABLE CAST r7i~N ~ > w ~O - r~YDRANT r~YDRANT
J - ~ ~ _ A 0 = o ~ V LV E B X
m (SEE INSTALLATION GE TAIL. HEI. )W) , NOT ~ w Z~ cnw. •/4 NOTE'USE RETAINER GLANDS IF NO ("JOT T~ SCALE
~ N ~ MIN. Uco,~ ;n v. PIP HYDRA T } ~ E JOINTS ON THE N 'c~`;~ LEAD AND 3/4~~GALV RODS A
3 ~ ~ ~ ~ L ' - W ,TEE CONNECTION TO i MAY BE OMITTED. A A
? ~ I MAIN 2 2 _ CONCRETE ~
~ g o WATE t - ,--6 GATE VALVE 4 ~---UNDISTUiiE~LD -
I"~ , I/3 CU.YD. OF ~ ~ / „e,:.l~,; -?-GAZE VA ~.la ~ _ _ _ 1'- _ F Af~H _ THRUST BLOCK G A, E VALVE I = n. u- . u - u_u= I!r-lJ=lu_nl=LICL1 Sul=_lll=~_
ti ' ~ ~ uRAVEL OR HYDRANT LEAD HYDRANT LEAD , fin,, I ~ _ ~ ~0>,~;9E1-E 3/4,. ti~~a~,;,~ ~3~: ~-I - ~I I~I I- - _ p' ~ ~ / I I, "1,, s M~_~^It ~ VIII ~J,~~1 1`'~ i~' 1,)
r ^ ~ 'NU i BLOCK CONCRETE DEADMAN THRUST BLOCK , „ cnl_v. NOTI I• ' ~ x 'r~ WASHED STON 2-F Roo nl_v. NOTE WITH THE ENGINEERS APPROVAL THE ~ ~ ~ - a rr-~y ~ a;.,.
I' TF` S DIMENSIONS-SAME AS PIPE CAP. z~ DRAIN r,'' C NCR TE HA F R M ~ V. ~ ..e I _ 0 E S LL BE 0 oo° BEC N ECT , ~'~'r~~~ --C~IICRETE Inlila ri'~'y~~+ ^~(~r,` ~ I° HYDRANT VALVE M!~' 0 N ED r, r, ~ THRU`;T HLO~K r~.' , ~ .~;Y d~~ III DIRECTLYTOTHE HYDRANT TEE. ~ lil_ ~ ~ t~:II_ Q ~I ,~..a -11 a;~
a ~ ~ _ ~ I 9~ d'. ^ , EDGE OF TRENC!I I
~ I ~ r ~ u..,; . ~ I 0 I - Q
~,,a ~ ~ 1 , - ^ ~ ~ s, n i ~ -.h _ _ _ s -.t - U~li ISTURBED d - VALVE- ' I I
111-
y .l ~ ~ _ ~ ~RF 1 ~ a ~.1~ ~ fi ~ e , _ ~ ` _
~ j 'wF.`„ } ' 3/4 GALV. RODS & EYE BOLTS ' q ° ~ -F--3 MII 'V~2 . P" - • 1, _I I. - . i - ~ ~ - - 3 MIN. 5 A N. J~1,4;,~;.~.. •,;q;,.,+~'=III
- SE r HYDRANT ON - - - - ,r' RETAINER GLAND ~ ~ ~ ~ ~ ~ ~ . ~1~ ~ REND ~I(I.II = ILIII=III=I1~= 11=III
' n~ _,i, WARNED STOIV~ ,3/~"cap Ao~, ~ o h~ ;I ~ o 3/4 ~AIV. ROP.~ M.J.CAP ILA- - I- 1= ~ 1 BEND - 11 _II _II _lu~ll _Ilh._ t~ 101STUR8ED
~nl UND1S ~ URHEI~ OR RETAINER GLANDS OR M.J. PLUG EARTH
r y EARTH e b 4 f ~ ? b . ~ U PLAY ELEVATION
q~~ ~ i ~
' I ( I ~ I ~ r Lli i ,i l_ ~ , ~ I l.ll CONCRETE 6~OC><IN~ ~v- ~..........~.....o...-...-.,.,~.._........~ _ . B 1.0 K I N f i0 PF F 0.~~ M E J
) TE ~ ~
"~1 TO SCALE ao~rs -o ~E rRFf of ~~~~ICaETE
4 ,
I 0 PIPE JOINT ON THE HYDRANT L AD NOTE USE RETAINER GLANDS F N S E ~ ~,,~r '~~T TO SCALE)
AND 3/4 GALV. RODS MAY BE OMITTED. - - ` A PLUS PIPE p IA.
_ Cc"1CI~ETE
~ ALL CONCRETE SHOWN IS ~S THRUST BLOCK
TO 8E 3000 P, S.I . ~ ~ n. R D f~ EY BOLTS tl 3 /4 G _V O S E
~ , a ~ ~ : ~ i
~;r< -srr :q;~~. c: rv = = - - ~ MJ. M J
~ ~ - - ~ -CAP OR PLUG
N ~ o _ 1; ~ _ 2 _
r I ~
~E FiNISH D = F~~~ rd.~-Fl~ 1 nt,~ Tr,l, E - - - ::~a ,
GRADE f~
M }b r7* P~ rrr Jrl ~lrl-~Ir'_rr~=/Il r) ~ l:.'. n n ~ ~ i :Ill-111_rll ~ _ _ _ .L- ^ n!;e`^-a;°. „ . n h'., - - = i ~Hf:FTED ~rPFN lll` Ma ~ ~-fb_Nl_I I SHEtTFD f- ~ ~
~ 1~ 111=III. a a~~-o.~~ a. a o'e~~~ r iT1=111~1~~ TRENCH TREPJCH ~ ~.a= III _n1_II1~IiI~l1L-Ir _IIII=111 =_nl_'iUl~ _ _Z _ _ I___ TRENCH ThENCH~ L--=:
= In~lli_n1=III=uI_ ul_~~r In= METALLIC TRACER TAFt= FOR RETAINER GLAND
F ~,;m Ill=1II~I~1 ~_III_ii1= __eROOK, I'RF~~,aST CONCRETEvnLVE I ~~JII- I~-III- r ~ AR APPR V ~ n IMF PIP UNDISTURBED /ir' NON METALLIC E EARTH
i ~ F30 ,0,_ R F A MF ~ ~ C ~ ^,P r _111 _III L 0 0 _G EQU 1. ,ELECT MATERIAL. ~Ll IC T(.A F F F i Ills ~ ~ , _ ~ / INSTALLA'-ION ~ i
I u_ r MFACTED IN 0 ~ V N.>N-ME FALLIC r IF r I 1~ _ ~ i INCH LIFTS ~ - INSTALLATION g"I SELECT MATERIAL
, , III I~ ~ _ 1 ~ COMPACTED IN 6 INCH 1(1 - ' Imo,
u I_ III - III a ~ ~ ~ -III. rv LIFTS ~ , 1 24~~ MAX ~ ~ MAx, lid
1 ~ ,
- 24 ~AAk. , i~ ~,~AX~ III . -III (NOT TO SCALE) ~7~ 12~~~MiN~~/ ~6 MIN. n~
~i - 12 MIN. 'I;~ ~ `;,MIN. III= - ~ i~ _ > III ~ \ - III ~ ~
, c~ ADJUSTAF3LE CA~~ IR~~N I ~ i P \ ,h ,ELECT MATERIAL ' I ~ ~ COMPACTED IN 3 INCH NOTE
v ~ I I ~ - I VALVE 80X SELECT r,.^.ATERIAL III - ~ . =ill I LIFTS ' ~ Iii=. ~ CARE SHALL BE TAKEN 4'IHEN PLACING THRUST BLOCKS TO KE P TH
& ? ~ SOUTHERN METER VALVE BOX, C~MPACTEC IN 3 = ~P .,n II- E E
2-S 241NCH - 36 INCH OR INCH L_IF'1 III-III V ~ i ~ -n l ~ u~_ -,r =U FITTING BOLTS EPEE OF CONCRETE. =III ,
M'; - APPROVED EQUAL - = n_ _ _ - II=III- ~ =,il ZI ;I IIJII_111~ UI'~~„r1Jl ~I _ ~ 1_ Ir= 11 ~,IJ11=~II_I I rl1_ ~ 111=II_>l=~rl-nl_III=1~=ril=li n.=~ ?WATER LINE DIMENSION 'A' TO BE THE SAME AS FOR 6 uVATER LINE -1-1y- I =111-111=1 -fl =UI=III-II!-ll' ill=
I~ ,`t tn~n~nl-1', UNDISTURI UNDISTURBEDL~~'" I I n_ I_ _ IFWATER LINE ENDS WITH A VALVE, A PIPE PLUG WITH NO BLOCKING ONTHEPLUG
- 'i _nl = FAFtTH OR rn. ~ EARTH OR ROCK MAY BE USED.
I UN~ISTURE3ED i _ NOT F_; _ YPE _
` ~ E A f~ T H , , ~u ~ ~ HELL HOLE5 NOT SnOWN a --r-- T--- ills ° -BEND~221i2" BEND 45° BEN~T90° KENO TEE CAP SIZE
~ " 6 12 I2 -12 -16----- 16 - --14
n, -,~i- --~--nr - ~ ~,,.lil I r~i~ - _ _ _ r 8 12 12 - -16 _ - -22---- - 22 f 8
V TION R XCA A ST N,4 DE ~ . --f[)h~FnCTED HACKFILL C VAT.. _ _ _ - 0 X U A l0 12 la 20 28 2e ~2 12 12 18 24 _32_ 32 28
14 _ - 14 _ 20 28 - 39 - 38 32
~ ~ ~ 16 16 22 32 42 42 36
i l ~ ~ d~ WAT R ~ L C - _ _ _ . ~ v _ I H _ _!_8_ - - 26 _36- - 48 -
' vn Lv E I , E __o__._ ~ I MAIN ~ 20 28 4Q 52 52 44 20
~ ~ ~ I y L E) 24 _24 34 46 - - 64_. . _ __64--- - -----54-
,y;, ,li J (NOT TO SCALE) 30 30 42 58 78 T8 66
111=111 _IIII_illl_ iii IrJ IIII I,IIII=III= _ ,1111%111!_ l.=1N1=11 = II 1. _ I ~ IIIf_fll~~ I I- I-II _ _ i 36 ' 36_ 50 _ ---94----_ __94 _ _ g0 =III . III~II I I~IIII=III = IIII=111=1111=ti1U'NI_ 4 .
JI1_I11,=111=III=111~IIf '~A; ~ ^~,;y~i IIII=111-III=III=III=111_)11_ •q I F~. _ _ . 40. , 58 -_g9--..__. ~ 108__ 10.9--- 46 _ 46 _J_^_66_____ 90 X24 1~4 164
I ' ~ •'a d. 11= I I 111=11 n ,,o `n, ^ , ~ e i=~ i `~-FOR ~`~-FORCE RESISTED Bl' MASS -
111_111, '4'~ a in_II I • "d o- e~ -III I III a 4,~ ^.4 b•:4.,•III CONCRETE SUPPORT PAD e•' r ' v , . OF CONCRETE uT 150 PS.I . r
- :~II:II1~111=11T__III=Ill=111= (REG~UIRED ON VALVES 10 AND LARGER ONLY) N N
a z., _
~ 1 - DIMc"NSION ~~A~~ IN I'VCHES ,
'F =111= I- q, .r F .I II -1111= U=nr = 1 =I?!r=-ul ( ) , ~=111 I_I I_ --J 3,000 PS I. CONCRETE
I ~
~ ~r~~r~i~~~~~~ o~ ~ ~ QI 3, (NOT TU SCALEI 3,000 CONCRETE
,
0'111°_ _ _ IIII - i I11~~ IIII~'ll 1=11 II Illi_111=111 ~ : ~ fl The fnllrn,'inf; ~tlhlr' :<h~n,,< ~;r'i['hl ,u~rl t•rili t~ n • Im I ~ ~n~ rrl ~ n~~r ~«nr~° I1, hnT~l rlrn;n
~~~lJ ~r' ' ' ' r , \ _ -1111~1I II _II , ~~((~nl, l~`ci~;hf of ~~flsE~l, ~,~~il,hl ~~f ~~Iu~, nn~l lrr~n~h ln;~~1~ ~+r^ illrinrr~d in
I A,~Il.~il Inns,
' ~ F f T- _
r 1_' Dr_ 73, C'ro '4" Dro ( Dr ul) h" Dru
CITY OF MORGANTON ANCHORA6E.OF !'IA or( ;onc. rc l,~mr. 'ice (,nnc. Force orcf, ,onc. orce ()nc.
ENGINEERING DEPARTMENT MORGANTON- Cl(18# 'r,Y. 14,)r,f ICY a - a 1 I CY. 2481 3/!d-Y. 3102k ,/4(A'. 3722# ICY,
P. 0. BOX 3448 15()99 Y. 2;;?s1# 3 ' Y. . /4Cti, 31n# 3./4(1. 4233~ l 'CY 1_2CY.
M ORGANTON, NC 28680 [phone] ENGINEERING DEPARTMENT
A ) 265 VERTICAL OFFSETS 1011 Mll 135.,# 3/401. '3 r 1,39 . 46089 1 zC7 , 6143# 1 l(.Y .
w.. - i 12 2992# 3/4CY. 4 5450# 1'-C _ Y. 7267N STANDARD WATER DETAL
16 4 306# 1'CY. 72"~59 1.3 4(1'. 93;';k 2r, 2 /44i- 2 ~Y. 13N 3,,C1. .832-86
;k