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E SANITARY SEWER COLLECTION SYSTEM GENERAL CONSTRUCTION NOTES

1. CONTRACTOR shall submit sho drawin s and/or catalo ue cuts on selected 13. CONTRACTOR shall contact all utility companies prior to beginning work and shall 21. Work shall not be performed on both sides p 9 9 I on both sides of the road simultaneously within the (1 I Existing utilities are numerous and alignments are irregular.
materials for approval prior to ordering materials. fully coordinate and have all utilities flagged within the area of construction. Known same area with the exception of a drybor on of a drybore or road crossing. Accurate depiction of the utilities on the PLANS is not possible or
utilities within the project area and their respective contacts are as follows: practical and therefore the PLANS do not typically attempt to z 0
2. Contractor shall not order manholes until he receives a "cut Sheet" from 22. Excavation within 500 feet of a signalize of a signalized intersection will require notification illustrate all utilities and locations of all utilities. ~ 5
A. Electrical by the Contractor to the DOT Division T McDavrd Associates, Inc. i0T Division Traffic Engineer at telephone number ~
(252-830-3490?. All traffic signal or dete signal or detection cables must be located prior to (2) CONTRACTOR shall coordinate with owner of existing overhead
v d b McDavid Associates Inc. as work ro resses. Town of Farmville excavation. 3. All work shall be obser e y p 9 utilities to have utility line, pole, or guy wire, etc, held or
-2139 three 3 da s rior to 252-753-3021 Contact McDavid Assocrates, Inc. at 252-753 (1 Y p temporarily relocated to accomplish installation of the proposed m
startin construction. 23. All lanes to traffic on DOT primary roads g B. Gas primary roads shall be open during the hours of 6:00 WORK. ~ 9
AM to 9:00 AM and from 4:00 PM t n 4:00 PM to 6:00 PM. Traffic flow shall be C. CONTRACTOR shall protect above ground items within the PROJECT area, o F
n 6:30 am and 7:00 am each da maintained at all times. 4. Contractor to contact Proiect Engrneer betwee Y Piedmont Natural Gas Existing above ground items within the PROJECT area include but are not
Monday through Friday. 800-752-7504 24. No material storage will be allowed withir allowed within the DOT right of way. During non- limited to: right of way monuments, adjacent property monuments, ~
shall be parked off the DOT right of way, roadway signs, guardrails, improvements, mail boxes, shrubbery, small o
d in PLANS: working hours, equipment shall be Parke 5. Legend of abbreviations use C. Cable TV ornamental trees, fences, headwalls, paved and unpaved driveways,
= 25. All permanent and temporary easement ~ary easements shall be cleared unless otherwise pavements, curbing, gutters, roads, paths, walkways, drives to mail d
A. SCC Sewer Collection CONTRACTOR. Time Warner directed by the ENGINEER. Payment for ~ 866-489-2669 Payment for clearing shall be included in the UNIT boxes, etc. Z
B. STPC =Sewage Treatment Plant CONTRACTOR. PRICE OF SANITARY SEWER. .R.
D. Telephone (1? CONTRACTOR, prior to beginning construction shall identify all right N
C. WDC =Water Distribution CONTRACTOR. 26. The construction corridor for open cut for open cut within riparian buffers is shown on of way monuments or adjacent property corner monuments to be V
_ Embarq PLANS. In no case shall the constructior ie construction for open cut within riparian buffers disturbed by the WORK. Any monuments to be disturbed by the ~ o
D. STC =Street CONTRACTOR. 877-386-0217 exceed fort (40} feet in accordance wit/ Y ;cordance with the Corps of Engineers Nationwide WORK, shall be referenced by a Registered Land Surveyor prior to ~ w m M
12 permit. the WORK and reset after construction by a Registered Land (/J ro ~ v, ~ N M
E. SDC =Street and Drainage CONTRACTOR. E. Water and Sewer Surveyor. W ,f0, o~ a z m
27. Waterwa s that are re elated by the Stagy - nita Sewer. F vill Y g F. SA with Solid Line -Proposed Sa ry Town of arm e :ed by the State of NC are identified on the PLANS ~ 3 m o
utilizing the nomenclature "Stream ##;4 252-753-3021 "Stream and shown in a doubled border 12) Existing roadway signs disturbed, damaged or removed shall be Q Z ~ a = ~aWao~E
rectangular box. The nomenclature "Str G. SA with Dashed Line =Existing Sanitary Sewer. enclature "Stream is only used to designate replaced, restored and reinstalled by the CONTRACTOR as soon as V ~ m o o ~ ~
regulated waterways and is not to be usE F. Locator Service not to be used for pay designations. possible. Existing roadway signs disturbed, damaged or removed ~ ~
H. MH =Manhole. shall be replaced, restored and reinstalled by the CONTRACTOR the m
28. CONTRACTOR shall verify the horizontal North Carolina -One Call Center the horizontal and vertical location and size of all same day disturbed, damaged or removed. Temporary signing shall ~ of one thousand (1,000) feet in advance of the pipe be utilized until existing permanent signs are replaced, restored and °
wi h Solid Line =Pro osed Water Line. existing utilities a minimum of one thousar I. W t p 800-632-4949 ,CTOR shall notify the ENGINEER immediately if a reinstalled.
laying activities. CONTRACTOR shall nc n is identified. ~ m
with Dashed Line = Existin Water Line. potential conflict or problem is identified. W g 14. CONTRACTOR shall contact the N.C. Department of Transportation (DOT). (3) Existing undamaged guardrail removed by CONTRACTOR shall be c
:d outside DOT right of way. CONTRACTOR shall reinstalled. Existing guardrail damaged by CONTRACTOR shall be ® w
K. V =Valve. 29. Project signs shall be placed outside DO' A. Prior to any WORK within DOT right-of-ways. obtain appropriate approvals from propert s from property owners for placement of PROJECT replaced with new guardrail. Existing damaged guardrail shall be g~ M o
L ST with Solid Line =Proposed Storm Sewer. signs. The ENGINEER, OWNER and FUD VNER and FUNDING AGENCIES shall approve sign replaced with new guardrail if CONTRACTOR disturbs the existing ~ m N N
B. Upon completion of all WORK within DOT right-of-ways. locations. damaged guardrail. Provide and maintain temporary barricades until LL ~ ^ ~ e ~ C N N^ h
M. ST with Dashed Line =Existing Storm Sewer. the guard rail is replaced. r~ ~ ~ ~ z ~ N
C. Prior to any lane closings. 30. Excavation material shall not be placed c of be placed on the pavement. If for any reason, r !T ~ ~ ~
N. CB =Catch Basin. excavation material must be placed on th e placed on the pavement, written permission shall (41 Existing mail boxes disturbed, damaged or removed shall be ~ ILL°' ° z ° o ~wa~r~
The N.C. DOT District Engineer for this PROJECT is: be obtained from DOT and presented to th presented to the ENGINEER prior to placement of the replaced, restored and reinstalled by the CONTRACTOR the same o v ~ "~v;,~~, S# U M m
0. DI =Drop Inlet. excavation on the pavement. Excavate ;nt. Excavation material shall not be placed in a day disturbed, damaged or removed. ~,`~Y
Woody Jarvis manner that blocks drainage structures age structures or creates a roadway hazard after
P. JB =Junction Box. N. C. Department of Transportation TRACTOR shall lace scree removal. CON p Division of Highways gall place screening material between the pavement (5) Other improvements disturbed, damaged or removed shall. be
NIT PRICE of the i e or and the excavation material as necessary 6. The CONTRACTOR shall include all clearing in the U p p 1701 W. Frfth Street avement. The cost of s d as necessary to prevent excavation material from replaced, restored and reinstalled by the CONTRACTOR.
adhering to the p applicable construction Item. Washington, NC 27889 The cost of screening material and the placement
and removal thereof shall be included in 1 F~ Tele hone: 252-946-3689 p ie included in the UNIT PRICE of the pipe. (6) Shrubbery and small ornamental trees (three (3} inches diameter and smaller) disturbed, damaged or removed shall be replaced and/or M
7. All stone bedding shall be included in the UNIT PRICE of the pipe or applicable Facsimile: 252-946-7433
31. Trenches, bore pits and/or other excavat construction item. other excavations shall not be left open or unsafe reinstalled by the CONTRACTOR within thirty (30) calendar days ° from the day disturbed, damaged or removed. Shrubbery and small o ~
I resent at the overnight. 15. An executed copy of the DOT encroachment agreement shat be p ornamental trees to be reused may be replanted in a temporary ~ ~ ~ a 3 a'
8. Individual plan sheets depicting proposed construction and detailed plan sheets construction site at all times during construction. If safety or traffic conditions ~onsible and liable for any damages to existing items protected area provided by the CONTRACTOR. All shrubbery and ~ Y ~ m ~
- xist between 32. CONTRACTOR shall be responsible and lia should be used together. In the event that discrepancies a warrant such an action, NCDOT reserves the right to further Irmrt, restrict or fOR or resulting from the CONTRACTOR'S work ornamental trees that do not survive during the construction period ~ z
ncies shall caused by the CONTRACTOR or results individual plan sheets and detailed plan sheets, such drscrepa suspend operations within the DOT right of way. hing the PROJECT. PLANS do not show all items and within the one year guarantee period shall be replaced by the o ~ m m
i associated with accomplishing the PROJ immediately be brought to the attention of the ENGINEER. The better qua/ ty T area. For those items shown on the PLANS, CONTRACTOR within thirty (30} calendar days after notification by ~ ~ o ° m °
I ss that exist in the PROJECT area. For or greater quantity involved in any such discrepancy shall govern un a 16. All material and workmanship shall conform to the N. C. Department of the existence of these items will significantly impact the ENGINEER. Trees shall be permanently replanted a minimum of j ~ ~ ~ o
or incidental fora „ „ locations are approximate. The existence c rn otherwise directed by the ENGINEER. All items necessary Transportation Standard Specifications For Roads and Structures , Roadway the CONTRACTOR'S abilit to install the Ito install the proposed piping and accomplish the fifteen {15) feet from the water line. ~ _ ~
~ coin lete and o erational installation shall be rovided and constructed although Standard Drawin s" and "Policies and Procedures for Accommodatrn Utilities Y v p p p g 9 „ WORK required by the CONTRACT DOC NTRACT DOCUMENTS. The CONTRACTOR shall ° " N ~ o Q
vi all such items may not be included in or shown on the PLANS. on Highway Right of Way ,latest edition. make his own pre-bid field determinat Id determination and investigation regarding the (7) Fences disturbed, damaged, or removed shall be replaced, restored`, ° °
0 existence and the exact location of all it cation of all items within the PROJECT area. The and reinstalled by the CONTRACTOR the same day disturbed, m a ~
z 9. Each BIDDER is responsible for inspecting the site and for reading and being 17. Prior to sanitary sewer construction within any area where road construction is ~ CONTRACTOR shall be responsible for j ~ponsible for judging and determining how and to damaged or removed. o M ; M ~ °
o thoroughly familiar with the CONTRACT DOCUMENTS. in progress by a D.O.T. contractor, the sanitary sewer contractor shall what extent existing items will impa ~ns will impact the CONTRACTOR'S ability to ~ °
~ coordinate the installation of the proposed sanitary sewer with the D.O.T. 3 accomplish the WORK. The CONTRAC' he CONTRACTOR shall contact the owner of the 181 Headwalls disturbed, damaged or removed shall be replaced by the 3 a° ° ~ o N
BIDDERS shall carefully examine and investigate the site of the WORK, contractor and the D.O.T. inspector to insure that the sanitary sewer is installed v is I respective utilities within the PROJECT a ~ including subsurface soil and groundwater conditions, the PLANS, geotechn a in a manner to avoid conflicts with the D.O.T. construction and to provide all ie PROJECT area and coordinate the protection of CONTRACTOR within thirty (30} calendar days from the day ~ w ~ ~ rn
the existing utility. All or any fees charge ° report and the CONTRACT DOCUMENTS. Submission of a BID shall be specified bury depths and clearances. n fees char ed b the owner of the existin utilit disturbed, damaged or removed. o a z w ° Y 9 Y 9 Y ~ z ~ M ~
~ related to the protection, holding or reloca _ conclusive evidence that the BIDDER has investigated, knows, and is satisfied ~Iding or relocation of the existing utility shall be paid ~ w ~ w ~
o by the CONTRACTOR. The CONTRACTC ~ as to the conditions to be encountered; the quantities of pavements to be 18. Construction zones and approaches to construction zones shall be signed and CONTRACTOR shall repair, provide new or replace 19) All paved (concrete and/or asphalt) driveways, curbing, gutters and o ~ ~ ~ z z ~ w
items damaged or destroyed during consti ~ removed and replaced; the character, quality, and scope of WORK to be marked to maximize public safety in accordance with the following: d during construction whether said items are shown sidewalks disturbed, damaged or removed during construction shall ~ 3 0 ~ ~ z z
on the PLANS or not. Damage repair, nee ~ performed; the quantities of materials to be furnished; and the requirements of cage repair, new or replacement of those items shall have the pavement replaced within thirty (30) calendar days of ~ ° ~ ~
I be included within the UNIT PRICE of tl ~ the PLANS and CONTRACT DOCUMENTS, and that the BIDDER has included A. Manual on Uniform Traffic Control Devices for Streets and Highways , IT PRICE of the pipe. DOT owned or maintained disturbance. °a °a °a Q ~ ~ v a U U ° ~ a ° ~ o
o items damaged or removed shall be replac o all associated costs for the WORK within the prices shown in the BID. latest revision by U.S. Department of Transportation, Federal Highway shall be replaced or reinstalled in conformance with d Drawings" latest revision by N. C. Department of (10) CONTRACTOR shall provide a minimum six (6) inches of
~ NCDOT "Roadway Standard Drawings" I< Administration. Transportation and NCDOT "Standard Spy "Standard Specifications For Road and Structures" INCIDENTAL STONE BASE to temporarily and satisfactorily restore
o The failure or omission of any BIDDER to do any of the foregoing shall in no latest revision by N. C. Department of Trai artment of Transportation. The cost associated with all paved and unpaved driveways, roads, paths, walkways and z
z way relieve any BIDDER from any obligation in respect to his BID. B. North Carolina Construction and Maintenance Operations Supplement to ~ accomplishing the proposed WORK in the d WORK in the immediate vicinity of existing items drives to mail boxes within two (2) hours of disturbance. o
/ the Manual on Uniform Traffic Control Devices for Streets and Highways , and the rotection of these existin item: existing items shall be included in the UNIT PRICE INCIDENTAL STONE BASE shall be provided and installed in all H ~
10. All construction is on a UNIT PRICE basis. p g 3 latest revision by Division of Highways, N.C. Department of v of the pipe. There shall be no additions e no additional payment to the CONTRACTOR for areas where pavements are removed. INCIDENTAL STONE BASE W U
/ b Transportation. ~ ~ costs associated with temporary or pc nporary or permanent locating and/or relocating shall be provided and installed for the full width of the unpaved ~ ~
11. Backfill material shall be as follows: o existing items necessary to accomplish pn accomplish proposed construction activities; holding driveway or walkway from the edge of the DOT pavement to fifteen W Z ~
~ C. North Carolina Highway Marking Manual and Supplement to the Manual N w existing items out of the way of construe ay of construction activities; measures required for (15) feet past the opposite side of the water line trench or any other U W z
H A. Under proposed pavement. on Uniform Traffic Control Devices for Streets and Highways ,latest the rotection of existin items; or, tem terns; or, temporary repair, removal, providing new areas of driveways, roads, paths or walkways disturbed by the ~ W
N, ` °z i i n b Division of Hi hwa s N.C. De artment of Trans ortation p g ~ v H rev s o y g Y~ p p and/or replacement of existing items dan ting items damaged by the CONTRACTOR. CONSTRUCTION. CONTRACTOR shall maintain all driveways, Q, U
w , ; z (1) Suitable soil material excavated from the site shall be used for ° backfill unless directed otherwise by the ENGINEER. Payment for D. NCDOT "Roadwa Standard Drawings" latest revision by N. C. roads, paths, walkways and drives to mail boxes until said L~)
E: ~ Y A. CONTRACTOR shall protect existin protect existing storm drainage pipe before, during driveways, roads, paths, walkways and drives to mailboxes are W ~ D. ~
v ~ backfilling shall be included within the UNIT PRICE of the pipe. Department of Transportation. u, x and after removal and replacement. I replacement. Existing undamaged storm drainage accepted by the OWNER and the ENGINEER as being as good as or W W J
z i in ma be reused. Existing (2) Borrow shall be used at the direction of the Engineer if existing on- E. NCDOT "Standard S ecifications For Road and Structures" latest revision p p g Y ed. Existing drainage piping damaged by the better than their original condition. Z > J
r` N p CONTRACTOR shall be replaced v o site material is not suitable. Payment for BORROW shall be included by N. C. Department of Transportation. ere laced be replaced with new piping. Existing damaged >
I o , drainage piping shall b p be replaced with new piping if CONTRACTOR ~ W 33. An appropriate erformance bond shall be posted by the CONTRACTOR with I-
o ~ within the UNIT PRICE of the pipe. disturbs the existing damaged pipin ~amaged piping. A storm drain pipe collar shall be p U
o Q w 19. The CONTRACTOR shall not perform any construction or cleanup activities installed around the 'oint of an B. Not under ro osed avement and curb and utter. riate traffic control devices and/or fla men are in lace and ~ Y I I p p P 9 unless approp g p joint of any pipe segment disturbed, installed or DOT for a period of two (2) to five (5) years to cover any long term pavement ~ tY W
rn reinstalled during construction. Dra ° functional. Traffic control devices and/or flagmen shall remain in place and be i h excavation materials. struction. Drainage structures shall not be blocked repairs which may be required as a result of the installation. ~ ~ ~ rials. Z Z ~ L1_
° 1 Suitable soil material excavated from the site shall be used for w t N maintained by the CONTRACTOR as long as necessary to prevent any unsafe 34. Creeks and rivers shall be crossed by horizontal directional drilling as shown on 0 Q Q ~
/ backfill unless directed otherwise by the ENGINEER. Payment for condition. o ~ B. CONTRACTOR shall protect exists protect existing underground and above ground the PLANS. U to F ~
-'i a backfilling shall be included within the UNIT PRICE of the pipe. utilities within the PROJECT area. E; )JECT area. Existing underground and above ground J Z ~
r` 20. An work re uirin a ui merit or ersonnel within five (5) feet of the edge of i Y q 9 q p p utilities within the PROJECT area N 'Q iOJECT area include but are not limited to: water
12. Backfill coin action for all sanitary sewer construction shall be in accordance any travel lane of an undivided highway and within ten (10) feet of the edge of lines sewer lines natural as lines, o M p 9 ural gas lines, telephone cables (including fiber optic
/ with SECTION 02222 EXCAVATION, BACKFILL, AND COMPACTION FOR any travel lane of a divided highway shall require a lane closure with appropriate cable TV cables and electr rn N ~ cables}, , les and electric cables. W ~ ~
~ SEWER LINES. This section shall supersede any less stringent compaction traffic control devices. ~ ~ ~ ® Q
xl o requirements found elsewhere in the PLANS and/or SPECIFICATIONS. Z W ~ _
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~To ~J~ SHEET 3 OF 17

SANITARY SEWER COLLECTION SYSTEM GENERAL CONSTRUCTION NOTES
h II r main active until re laced b anew water line. (2) Payment for all costs incur 35. Backfilling 37. Exrstrng water Imes s a e p y III costs incurred by the OWNER relating to the 13) If other erosion control devices fail to stabilize and prevent erasion,
Temporary measures, at CONTRACTOR'S expense, may be used to insure all employment of an outside psi an outside party shall be reimbursed to the OWNER install erosion control matting as necessary to prevent erosion.
A. The trench shall be backfilled in accordance with Section 300-7 of the existing services remain active. on a monthly basis by the C( iasis by the CONTRACTOR. Z
2006 "NCDOT Standard Specifications for Roads and Structures", which (4) Permanent ground cover (grass, mulching, matting, etcJ shall be
re uires the backfill material to be placed in layers not to exceed six (6) 38. Interruption of service. (3) Failure to reimburse the C q nburse the OWNER shall result in the OWNER established and effectively restraining erosion within fifteen (15) ~
inches loose and compacted in accordance with AASHTO T99 as modified deducting payment for th +ment for these costs from payments to the working days or 90 calendar days after completion of construction
by NCDOT. A. Detachments or tie-ins CONTRACTOR. whichever is less. ~l
CONTRACTOR shall notif OWNER all affected users and the D. Failure b the CONTRACTOR to c. B. The trench final backfill material shall meet DOT Statewide Borrow Cntena 111 y , Y RACTOR to comply with any part of the approved K. Erosion Control Construction Sequence F station control plan or with any Division of Land ~ `
in addition to the material specified below. Minimum compaction ENGINEER prior to interruption of service. erosion and sedimentation control ty Section requirements may result in civil penalty of (1) Obtain and post copy of certificate of erosion control plan approval W
re uirements shall be as s ecified below: Resources Land Cluality Section regr q p ervice will last neater than two 2 hours the u to 55,000 for the initial violatio initial violation plus up to $5,000 per day for each on PROJECT site.
(2) If interruption of s g O p CONTRACTOR shall re-schedule the work with OWNER at a day the site is out of compliance. compliance. Any violation penalties imposed upon
(1) Under roadway pavement: p mutually agreeable time that would impose a minimum the OWNER by the State shall State shall be charged by the OWNER to the (2) Clear PROJECT area only as necessary to install erosion control o
W P SW inconvenience on the affected users. CONTRACTOR and paid to the OW paid to the OWNER by the CONTRACTOR . devices.
(a) Material shall be ASTM D2487 USCS sod types G , G , , d
SP or NC DOT No. 67 or 78M gradation stone. B. Service re lacement E. Appropriate temporary and penman p ry and permanent measures shall be used to control (3) Once approved erosion control devices and measures are in place, Z
(b) Compaction. shall be 98% Standard Proctor to within eight (8) erosion and sedimentation in accon ration in accordance with all local, State and Federal notify PROJECT engineer and NCDENR, Land Quality Section (252-
inches of the sub rade surface. 11) CONTRACTOR shall notify the affected user prior to interruption of regulations. Erosion and sediment 9 and sedimentation control measures or devices shall 946-6481) for site inspection prior to commencing construction. y
service. be installed to safely prevent erosis prevent erosion from leaving the site resulting from
_ ° Standard Proctor to a de th of a ten (10) year storm event (6.5 ii (c) Compactron shall be 100 /o p n event (6.5 inches to 7 inches rain in twenty four (4) Begin construction. ~ m Z w ~ ~ MGM
I w the surface of the sub rade. 12) Maximum time a user should be out of service for tie-ins of new hours or rain at a rate of 6.5 inches eight (8) ruches be o g e of 6.5 inches to 7 inches in one hour). M,.
service shall be thirty (30) minutes. (5) Maintain erosion control devices as necessary during installation of ~ ~ v~ ti N n M
2 Under drivewa s and arkin areas (sued and unpaved): F. CONTRACTOR shall schedule land I) Y p 9 p schedule land-disturbing activities to minimize the utility. l.L! ~ o ~ X z
39. Dail Cleanu and Maintenance of In ress and E ress area of exposure, the time betty Y P 9 g he time between the land disturbances and the ~ ~ m o m
Ia) Material shall be ASTM D2487 USCS soil types GW, GP, SW, providing of ground cover. ;over. (6) As construction progresses, install additional erosion control devices Q z ~ ~ = m
SP or NC DOT No. 67 or 78M gradation stone. A. The PROJECT area includes residential, commercial and industrial as necessary to prevent erosion leaving the PROJECT area. ~ ~ o o
neighborhoods which require continuous ingress and egress routes. G. CONTRACTOR shall maintain a bu maintain a buffer zone, sufficient to restrain visible Q c ~ ~
o In ress and a ress shall be maintained to all homes businesses and sedimentation between any land-~ (b) Compactron shall be 98 k Standard Proctor. g g , ;en any land-disturbing activity and any adjacent (7? Temporarily seed and mulch disturbed area within prescribed time m
dwellings affected by the PROJECT. The CONTRACTOR shall utilize any property or watercourse. irse. frames. U) Q .
3 Inside theoretical 1:1 slo a from the existin ed a of pavement to and all construction methods, including INCIDENTAL STONE BASE as p g 9 shall not begin construction until after all erosion (8) After disturbed areas are stabilized, permanently seed and mulch
the bottom of the nearest excavation wall: necessary to maintain ingress and egress to all properties at all times H. The CONTRACTOR shall not begi been installed. disturbed areas within prescribed time frames.
during the construction period except during the time period required for control devices have been installed c
(a) Material shall be ASTM D2487 USCS soil types GW, GP, SW, excavation, pipe laying and backfilling. The CONTRACTOR shall make a (9) After CONSTRUCTION is complete, all erosion control devices are w
SP or NC DOT No. 67 or 78M gradation stone. special effort to maintain ingress and egress to existing fire hydrants at all I. Temporary times. installed and the PROJECT area is stabilized, request a site U ~ o
e around all proposed spoil piles. Silt fences shall be inspection from NCDENR, Land Quality Section and provide v ~ N N
(b) Com action shall be 98% Standard Proctor. (1) Install silt fence around all pry p !j B. All excavation, pipelaying, and backfilling activities shall be completed not installed along all land disturl all land disturbed areas where necessary to prevent documentation that NCDENR is satisfied with implementation of N N ~ uMi
rid bottom of DOT ditch outside later than 5:00 .m. each work da .Incidental stone, railing, provisions sediment from leaving the PI (4) Between edge of pavement a P Y 9 leaving the PROJECT site. erosion control devices. w ~ ~ z N N
i in ed a of avement to the for tem orar drains e, and cleanu after each day's construction theoretical 1:1 slope from the ex st g g p p Y 9 p ~ N 'C 0 dj v
bottom of the nearest excavation wall: activities shall be completed immediately following completion of (2) Construct and maintain grav maintain gravel construction entranceslexits for all 110) After the PROJECT area is stabilized, remove temporary erosion 5 °a z o °1 a:va...cE
excavation i ela in , and backfillin operations each day. The sites. ,pp Y9 9 control devices, dress out area and seed and mulch any disturbed ~ o M ~ ro ~LL
a Material shall be natives oil or ASTM D2487 USCS soil types CONTRACTOR shall not leave or abandon the work site until all daily (I p areas. r r
GW, GP, SW, SP, GM, GC, SM, SC. CONTRACTOR shall add cleanup, provisions for temporary drainage, and provisions for convenient (3) All land disturbed areas shall red areas shall be graded to minimize runoff. New or u~~~i~
i ress and a ress have been com leted. affected slo es shall be grad. suitable materials necessary to meet compaction rig g p p shall be graded to an angle that can be retained by L. CONTRACTOR shall at its own expense, strictly adhere to all pertinent ~~L~.y~
requirements. Excessive spoil shall be disposed of by vegetative cover. er. safety standards, rules and OSHA regulations required or recommended
C. Maintenance of all disturbed areas shall be rovided on a Bail basis as CONTRACTOR. p Y by governmental or quasi-governmental authorities having jurisdiction. By
required to provide drainage and convenient ingress and egress to all 14) Protect storm pipe inlets fro pipe inlets from sediment runoff generated by land submitting a BID for this CONTRACT, CONTRACTOR acknowledges that
ro ernes minimize threats for in'uries associated with vehicular and/or disturbing activities with silt (b) Compactron shall be: p p 1 dities with silt fences and gravel filter check dams. it has its own OSHA compliant safety program for all WORK covered by o
pedestrian traffic, and maintain all unpaved areas in a manner acceptable or performed under this CONTRACT. The CONTRACTOR by submitting ~
1) 95% Standard Proctor for forest, fields, croplands and for normal lawn care activities by adjoining residents and/or property (5) Protect drop inlets and catch lets and catch basins with block and gravel filters. a BID for this CONTRACT further acknowledges that OSHA Safety o Regulations require the CONTRACTOR to keep a trained "competent i ~ ~ a ~ 'a
lawns. owners. rip rap protection around disturbed storm pipe outlets person" on the job. A "competent person" is a trained individual who is -°j ~ Y ~ m ~
(6) Install Class 1 rip rap protecti~ 7) days. employed by the CONTRACTOR and is capable of identifying existing and ~ z
° f r roads drives arkin areas or D. The CONTRACTOR shall initiate and continuously pursue until completion within seven (7) days. 2) 98 /o Standard Proctor o , p g predictable hazards or working conditions that are hazardous, unsanitary, ~ o m m m
areas ad'acent to structures or utilities. all specific cleanup, cleanup maintenance, and/or repair activities requested by the ENGINEER within four (4) hours of the ENGINEER s (7) Construct and maintain deten maintain detention basins, silt traps, check dams and or dangerous to employees, and has the authority to take prompt ~ ~ o o m o
tall surface runoff into roadway ditches, detention corrective measures to eliminate or control any hazard or unsafe j ~ ~ ~ o
Between centerline of DOT ditch to and be and DOT ri ht of wa : request. The ENGINEER may request such activities based upon his barriers. Divert all surface n ~ 151 Y 9 Y v observations, citizen complaints, directions from regulatory agencies, and basins or silt basins. Install e asins. Install erosion control devices as necessary to conditions. The CONTRACTOR agrees to keep as many "competent ~ ~ ~ ~ a ~
w a Material ma be native s oil. CONTRACTOR shall add suitable items brought to the ENGINEER's attention by others. prevent sediment from leavir snt from leaving PROJECT area. persons" onsite as necessary to maintain safe working conditions at all ~ ~ o ~ ~ o a
1 1 Y p o material as necessary to meet compaction requirements. times. In addition to keeping as many "competent persons" on site at all ~ ° ~ ~
z, Excessive s oil shall be dis osed of by the CONTRACTOR. E. The cost for providing temporary drainage, satisfactory ingress and egress, (8) Not more than three hundrec ~ p p three hundred (300) feet of trench shall be opened times workers are in trenches and other types of excavation, the X ~ a ~ o
o cleanup, and maintenance of disturbed areas shall be included within the in advance of completed bas completed backfill. CONTRACTOR also agrees to conduct its own frequent and regular ~ ~ ; ro ~ o
~ i n shall be: price for the WORK. No additional payment shall be provided for these ~ Ib) Compact o inspections of all WORK covered by or performed under this CONTRACT ~ °o o ~ o 0
activities. (9) Trenches shall not remain op not remain open after normal working hours. at the PROJECT site to verify compliance with the CONTRACTOR'S safety 3 a ~ w o N
~ c 1) 95% of original density for forest, fields, croplands and program and all applicable safety standards, rules and OSHA regulations. ~ ~ ~ ~ ~ C0
~ lawns. (See DOT encroachment letter dated March 13, F. Failure by the CONTRACTOR to adequately provide and maintain (10) All land disturbed areas on t red areas on the banks and approaches to ditches, The CONTRACTOR and the OWNER acknowledge and agree that neither ~ z z ~ ! a
- 2008, paragraph 7 for DOT minimum requirements/. satisfactory conditions for drainage and/or ingress and egress, correct streams or creek crossings sh a ;k crossings shall be graded not to exceed 2:1 ratio. the OWNER nor the ENGINEER has any control, responsibility or authority w w ~ ~ ~
specific cleanup, cleanup maintenance, and/or repair activities requested Install bank stabilization. S~ abilization. Surface water runoff shall be diverted over the CONTRACTOR or the CONTRACTOR'S employees or o ~ ~ ~ °z °z ~ w
~ 2 98°o Standard Proctor for areas ad'acent to structures or by the ENGINEER may result in the employment by the OWNER of an from land disturbed areas. ~ ) / 1 ii•bed areas. SUBCONTRACTOR`S with regard to the safety and health conditions ~ 3 0 ~ ~ z z relating to or arising out of the CONTRACTOR'S work or the performance o 0 o a o a Q ~
I ' utilities. outside party to accomplish these activities.
o (11) All land disturbed areas on t red areas on the banks and approaches to ditches, of any work covered by this CONTRACT. The PROJECT OBSERVER is an ~ ~ ~ ~ ~ o N o ;ek crossings shall be fertilized, limed, seeded and employee of the ENGINEER and is nat a trained "competent person". The
C. Com action shall be achieved at the optimum moisture content. f 1) The OWNER may employ an outside party at any time the streams or creek crossings o_ p ~ twenty-four 124) hours of completion of any land CONTRACTOR has the sole responsibility and authority for ensuring that
CONTRACTOR shall dry or add moisture as required. CONTRACTOR is not on the PROJECT site and unsatisfactory mulched within twenty-four vity. Within riparian buffer areas, lime and fertilizer any and all hazardous conditions relating to or arising out of the
° conditions exist regarding drainage, ingress, egress, safety, or disturbing activity. Within ri ilized. CONTRACTOR`S work are identified and corrected. With regard to the z
Z 36. Relation of water lines to sewers. cleanup. shall not be utilized. U CONTRACTOR'S work or any WORK covered by or performed under this
~ costs incurred b the OWNER relatin to the 12 All other land disturbed are. disturbed areas other than approaches to ditches, CONTRACT, the OWNER is not the controlling employer or controlling I- ~
A. Lateral separation of sewers and water Imes. (2) Payment for all y g ( ) ! employment of an outside party shall be reimbursed to the OWNER streams or creek crossings :ek crossings shall be graded, dressed, fertilized, entity for the purpose of detecting hazardous conditions or ensuring that W ~
1 Water lines shall be laid at least ten (10) feet lateral) from existin on a monthly basis by the CONTRACTOR. limed, seeded and mulches Y 9 and mulched within ten 1101 calendar days of hazardous conditions are corrected: ~ ~
~ w rs unless local conditions or barriers revent a ten (10} foot completion of any land distu N .,o ~ see p any land disturbing activity phase of grading (rough ~ W Z p
lateral separation. 13) Failure to reimburse the OWNER shall result in the OWNER or final/. Rye grass is not an grass is not an approved seeding for establishment of U W z
N ~ from a merits to the round cover. o_ °z deducting payment for these costs p y g 'W
_ w (a1 If a water line cannot be laid with a ten (10) foot lateral CONTRACTOR.
o se aration with respect to sewer lines, the water line shall be (13} Mulching is to be applied at be applied at a minimum rate of 2 tonslacre to all W
r= ~ p laid within a separate trench with the elevation of the bottom G. The CONTRACTOR should expect these provisions relative to daily seeded areas. For each squar v For each square foot of seeded area, the mulch mush ~
u- x n 18 inches above the to cleanu and maintenance of in ress and a ress to be strict/ and cover a minimum of 75% afi ~ of the water Irne at least erghtee ( ) p p g 9 Y am of 75% after it is tacked or crimped in place. I' W W
o ~ of the sewer. rigorously enforced throughout the CONTRACT period. °z~,~ ~ ~3
N (14) If other erosion control device d- o , ~ control devices fail to stabilize and prevent erosion, Z W OC ~
I ~ B. Crossing a water line over a sewer.. 40. Erosion and Sedimentation Control CONTRACTOR shall install ei g I shall install erosion control matting as necessary to ~ ~
o prevent erosion. M pw ? n. ' i U ~ W ~
o (1) Whenever it is necessary for a water line to cross over a sewer, the A. Cost of all erosion and sedimentation control measures and devices shall
rn that the bottom of the be included in the UNIT PRICE of the WORK as shown in the BID (15? Temporary ground cover (gr a water line shall be lard at such an elevation Fund cover (grass, mulching, matting, etc.) shall be ~ ~ } u- deffectively restraining erosion within twenty one Z ~ p! LL ~
~ water line is at least eighteen (181 inches above the top of the SCHEDULE. established and effectively r lays of completion of any phase of grading (rough or 0 ~ ~
% ~ sewer unless local conditions or barriers revent an ei hteen 118) (21) calender days of comple o a p 9
~ cNV inch vertical separation. If an eighteen (18) inch separation cannot B. CONTRACTOR shall retain a copy of the latest approved erosion and finap. ~ _ - 'f{
~I o be achieved both the water line and sewer shall be constructed of sedimentation control plan on site to be made available upon request. d' N 0o ferrous materials and with joints that are equivalent to water line (16) Seeding will not be done in ~ ~ ~t be done in areas to receive pavement. ~ N ~
0 N standards for a distance of ten (10) feet on each side of the point C. Failure by the CONTRACTOR to adequately implement the erosion and
rn of crossin . sedimentation control measures described in these PLANS and J. Permanent w r ~
c o g ~ o SPECIFICATIONS may result in the employment by the OWNER of an I N ~ 0 ~
C. Crossing of a water line under a sewer. outside party to accomplish these activities. (1) Final grading, soil preparal soil preparation, fertilizing, liming, seeding and Z W
so ~ mulching of the PROJECT a ~e PROJECT area shall be completed within fifteen \`\`~~iiiiiiiii',~~,~ \\`\`~~i~iiiii~~r,~,, U N
% 1 The OWNER ma em to an outside art at an time the 15 workin da s after com c ~ (1) Whenever it is necessary for a water line to cross under a sewer, (I Y p Y p Y Y ( 1 9 Y lays after completion of construction. PSSOCjq ` C 0~
° both the water line and the sewer shall be constructed of ferrous CONTRACTOR is not on the PROJECT site and unsatisfactory rn ~ r conditions exist re arkin erosion and sedimentation control 2 Mulchin is to be a lied at
x materials and with loints equivalent to water Irne standards fo a 9 9 I I g pp be applied at a minimum rate of 2 tons/acre to all , F:,Z,~ yr ~ O SEAL ~ ~ = ~ : ~ L'` ,r _ _ Z z
v r . r u n. c_ _ _ _er_ _t .I__ __.._L .2 n ...,...J.,.1 C..r nnnh nnnei C.........h nn. Bern fnn+ of encrlnrl ~rn~ tho mi dr`h meet . ~
C6 j O OlsTance OT ien ( IU? Teel On edcn SIUe 01 Lne PUIIIL U1 UNSbllly. n buUUCU a] coo. i Ui cakou 04UU I UI 6Uloll A UUIv iWvL v1 avuuuu --j k- uvii IS-- ~ ~ „
° o section of water line pipe shall be centered at the point of crossing. cover a minimum of 75% of o ed in place. Mulc um of 75% of the exposed ground after it is tacked 1972 =2"s U 0
or camp J place. Mulching shall be applied in an uniform A`C,'~~` CL
manner. V1 1`N,``\~
0 n-in SHEET 4 OF 17
q

-~N~-u_
a
91 N 6 ~q89. ~Og EXISTING
MH-LT STA. 3+70.81
i RIM=55.83
BENCH=37.69' INV. (E)= 35.98' 30"RCP
INV. (W)= 36.11' 30"RCP
i
I ~
a /9 y
I y I , ,
i°
~ EXISTING
MH-1662 tJP~-~':% STA. 0+00 G~\~
2y A 05 RIM=58.07 EXISTING ~G I A89 p9• INV• (S)- 41.84' 24"RCP MH-1668
INV• (S)= 36.42' 24"R P STA. 2+10.05
I INV• (W)= 38.75' 24" RIM=55.66 a INV. (E)= 38.37 24"RCP BENCH=43.46'
( A2 ,gyp, INV. (N)= 42.35' 24°RCP I kp9; 15 INV. (S)= 4224' 24"RCP
1
9 1 ti9 q88~ ~o+r
X STING EASEM ~ oa~'~' I 30 E I
I pg WETLANDS
N kAg~ 50 i ~
~ j1
I; ,2 g kAa 5 ka9• 3~E 6 ~ 1 fl
. k1 G 86 kg ~ 6 w y6 > g1 ~~j0 Ag:t ~-I-sA-I-i- -i-sA-I-+- -+-~A+-+- -+sA-f-I-- -?-sA-I---~~~ yy+-sa+ -I-+- ~+-sA+ -I--+- .~A+ -I-I~- + sA+ -I-+- i-sA+ -a~-+- g• ~Y,~
day °o °o g1 ~2a ~ 8 i o ~ 5
N 512 xs 'i'i
I PROPOSED I~ r,
I xi ~'P 455 I I o6•y MH N0. 2
~ I X561 51 ~~5 ~9 ~ y RIM - 58.00 ~ ~ ~O~s INV OUT (N) = 43.03
INV IN (S) = 43.03 , ' PROPOSED SILT FENCE TO BE EXISi1NG
4 / N ~ EXISTING k955 Al I kAg9 h 62 MH-1669 x _ PLACED ALONG LIMITS MH-is71'~~' .
5TA, 4+24,55 S,~C RIM=55.68 ~ - - _ _ _ OF CONSTRUCTION sT fo+a7.a7 ~~J - - RIM=54.43 NOTES: I;
PROPOSED PROPOSED BENCH=43.92' PROPOSED ~ \ BENCH=45.44' CONSTRUCTION NOT TO ~1 _ ~ - - . , ~ INV. (N)= 4}.~1~ 24'RCP ~ 1
H N0. 2490 INV. (N)= 42.70' 2a°RCP N0. 249 t' ~ 0 2 89 - INV, (S)= 42.84' 24"RCP RIM = 58.DD O hg~ ` x _ _ INV. (s)3'44.os' 24"RCP IMPACT BLUE LINE STREAM.
RIM - 58.00 RIM - 58.00 - - O s,~ ~g NG INV (S) = 41.64 DROP INV OUT (N) - 42.15 INV OUT (N) - 42.68 O e qp, EXlsfl ExISnNG - - - _ _ - ~ ~ CONSTRUCTION AREA ZONE
INV /S = 36.42 DROP INV IN (S) = 42.15 INV IN (S) = 42.68 ~ ~ g~ STA.17+28.04 MH-1670 - ZONE 2 NOT TO BE CLOSER THAN STA. 7+28.04 ~ y~5' 3' FROM BLUE LINE STREAM.
~ y1 I =52.98 INV W 36.75 .C x RM I O° s BENCH=44.67' RIM=52.98 ' BENCH=44.67 \ / i; j
I INV (E) = 36.37 / M1c (N)= 43: N / M1t (N)= 43.48' 24"RCP 30' G'fASEMErtr, . ZONE 1 / INV. (S)~ 4\38' 24"RCP X ~
5 INV. (S)~ 43.. I Z ~9k 6 xs 51 k 2 I:I
I ~ ga ~ y1 `~8, 26 k y1 ~
X 9 y`~~ ~ ~ i' it
~6 X201 '~s
166 529 yob' w k+--I--+--+sA+-I-+-+sA+-o ~9-F-Skl--iy~k a9~ ,
PROPOSED +SA-}'-I--~'-+ ag 0 ' 02 515 ~sA+-I--}--+sA+-o~+-~-~--I-+-+sA+-1-=-~"--o~"~- ~ ~Y-' ryy9 yy ya ~CONSTRUCTION~a(ITS ii 0 y~. y I:
k~g21 ag RIM = 58.00 - k5ti6 ZONE 1 ?
gy3 EXISTING INV OUT (N) = 43.31 k _ - - - PROPOSED Ij - 9 - -
MH-RT STA. 3+92.65 LNV IN S = 43.31 21 - Z l 1 ZONE 2 , ~ ~ RIM = 58.00
RIM=55.61 y1 BENCH=38,50' ~~a - INV OUT (N) = 43.94
INV. (E)= 37.26' 24"RCP INV. (W)= 37.26' 24"RCP CONSTRUCTION LIMITS y INV IN (S) = 43.94 ~i
508y y~ 5y ~ ~y6 ",j
i
MH N0. 2 9 MH N0. 24 0 M N . 91 MH N0. 24 5 H H 0.245 ~ H 0.245 IM = 8.0 IM = .0
IM = 8.0 RIM = 8. 0 R M 58 00 RIM = 8. IM R _ _ _ 68
68 - - ~ = 6.4 D OP INV IN S) .1 I V I (S = 42.8 INV IN S) 4 .0 NV INV (S) NV N O 4 .31 NV N O 4 .94 ~'1
66 "s.j
INV E = 6.3 66
l
.r r 64 ~
64 ~ ~ ~ ~ I
0 0 0 + + ~ 19
~ N ~ 62 Q a ~ ~ ~ ~ 62
f., ~ ~ fn ~ ~ ~
N 60
I' 60
f rn i;
~ +i !7 58 58
~ I; ~ - ~ _ k
~t• N ~ i 56
56
~ 'a N Q
W , 54 Fy
g ' S4 ~ E' i _
Q - - - - - - - - 52
I 52 - - - - In - -
O WE ADS O
t1 _ - - 50
50 O - - - - - -
z - - - - p - - - - - - - - - - 48
/ 48 - - - - - -
rn 3
0.2 X EXI 11NG 24" CP 0. f: 46
~ 46 EXI flNG 24" CP 0.2 96 "T KE OF " F OM ST 10 00
S NG 4° 0.2 ~ EXIS 44
N ~ XISTI G 2 " RC 0 .34 _ _
_ W d RO OS D 4" ANI AR S WE 0 N
W " IT Y EW R 0. 4% OP SE 2 " S NI R SE R ® .1 42
42 PR PO ED 24 SA E 28 4" ANI AR S WE (6 8)
v ITA Y E R 0. 4% ~ PR PO ED 24 SA
r 40 EA 5~ IA MA HOE TH IN C R 1 16 40 1 EA 5 IA RO M NH LE WI RIG 0 R 0- 2
d'
I 38
0 38 M
O i
rn O 36 36 i
O N r
p it g MH 1668 M -16 9 MH- MH- s7o H-ts7t 34 'a _ STA. 7+2 04 TA. 10+4 .87
J ~ MH 1 62 STA 2+i .05 S A. 24.5 STA ~ 34 ST 0+ RiM 55.6 R =5 .68 ~M' N RIM 56. _ B CH 43.9 ' BEN RIMS 2.96 M= 4.43 BENC = 87
~ INV. (S)= 41.6 ' 24 RCP BEN -4 .46' ~ ~ _ _ • _
N INV. 36. 5' 2 "RCP INV. (S)a 42 ' 2 RCP I V. ( = 4 .64' 4"R P INV• ~ 32 INV. S}~ .J ' 24" CP NV. S)a .0 24" CP 32 f h+
rn 'I 11
c ai O 30
x O 30
~ 00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 0 ~ 0+ +~00 5+00 9+00 10+00 11+00 12+00
c :L ~ a REVISIONS CAD FILE DIRECTORY: W.\DBxx_gen\D84x_eng\D847_lD\2009-0301 ~
~ Q 111111111U1~f~f7 11111V1111 <<<<~ N0. DATE DESCRIPTION ~ ~ T x _ - .~~1 ~SSOC~. ~~i, ~~1.cN C n!~~ ~ ~:`~afm; ~C®~~~® ~S~D~~~ I E~ A~ r
OC1~4TS. IiVC" FARM EAST 24 SS CAD DWG FILE NAME: P005-FARM EAST 24SS.dwg
ao+' 1 2/18/09 To Include Wetlands`..
o = pOR'~ • Engineers Planners ® Lang o ~ : Q; pEt J' ; F .,9 IF1G iners Land Surveyors CONTRACT NO.1- 24" SANITARY SEWER REPLACEMENT CAD PLOT FILE NAME: Layout1.PLT ]3: MAP FILE REFERENCE: F-1390 RED
a = U_ J - SEAL : n - SE
- 1972 0~ CORPORATE OFFICE BRANCH OFFI 09/24" EAST SANITARY SEWER REPLACEMENT PROJECT NO.: 1-09-0301-4711 SURVEYED BY. DCA BRANCH OFFICE
1Z, ~z ~z . ~ 120 North Main Street 109 East Walnut ; d1 . : P. 0. Box 177 c P. 0. Drawer 49 109 East Walnut Street TOWN OF FA VILLE P. O. Box 1776 DRAWING NO.: 5 COMPUTED BY: CAJ Goldsboro, NC 27533 SCALE: H 1"=40' V 1"=4 DRAWN BY: MW/BW Telephone: [phone] PITT COUNTY NORTH CAROLINA
NC 2 lots
o ~M Farmville, NC 27828 Goldsboro, o gill v ILLE'~~~~ ill A. ,0 0 L Telephone [phone] Telephone: (919) 7: J !!/lllllfll~l !lllllillti~l Facsimile: [phone] DATE: February 18, 2009 APPROVED BY: CAJ
Facsimile: [phone] Facsimile: (919) 73
L Us

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^l "I NC GRID NAD 83 ~ r!
~ ~ -9. la
r.

PROPOSED SILT FENCE TO BE PROPOSED SILT FENCE TO BE
` PLACED ALONG LIMITS ` PLACED ALONG LIMITS
` OF CONSTRUCTION ~ EXISTING OF CONSTRUCTION
~ MH-2457 ~ STA.10+47.87 - - -
R _54,13_ ~ BENCH=45.44' - - - - - _ _ _ Exlsnrlc
~ INV. (N)= 44.11' 24`RCP _ _ _ _ _ - _ - - - - ~ INV. (S)= 44.06' 24"RCP MH-1674 ` ~ ~ STA. 19+81.79
- ZONE 2 - _ RIM=56.54
- 30' EXISTING EASEMENT 30' EXISTING EASEMENT - - BENCH-~'~~ ~ ~ INV. (N)= 47.20' 24"RCP
.e2 ZONE 1 ~ INV. (S)= 47.24' 24"RCP ~ ~ ~ 53.85 ~
49.75 49.92 50.14 ~ ~ 50.14 50.8 ~ ~
48.51 48.57 _ t 4.06
49.40 5P, 2.59 5219 +46.57 ' ' • g ~ . 49.11 5220 49.72 ~ ` 53. 51.36 ~ 5 53.7156.59 58.~
m 51.97 1.93 ~ ro 51.90 51.87 w 50.87 53.0 + ~ +52.6 0 52 5232 51.88 54,50 54.43 , g o 52.48 51.51 $ 5207 51.77 °051.65 2.24 52.31 $52.47 52.04 °0 5278 52.20 51.56 0 75 9,68 v ~ 51.88 53.55 0 0 .98 1.6 54.07 ~ °54. ~
2.91 ° 51.51 3.1 52.30 5248 52.12 9,68 0 53.82 54.06 ° 54.20 54.62°\ ~ 51.8 .59 ° ~ „
49.44 25 49.19 5t.e5 ZONE 1 51, 8 `
EXISTING - 54.91 ~ . 54.92 ~
- srA.ls+7o.n ~ ~
5206 RIM=52.75 BENCH=46.58' CONSTRUC110N LIMITS ZONE 2 CONSTRUCTION LIMITS ~
_ _ - - - _ _ _ _ _ _ INV. (S)= 45.37' 24"RCP
PROPOSED
EXISnNC PROPOSED PROPOSED PROPOSED MH-1672 MANHOLE-2459 ' i9 54.98 MANHOLE-2460
MANHOLE-1671 sta. 13+56.34 MANHOLE-2458 , STA. 10+47.87 RIM=53.08 STA. 13+59.34 STA. 16+70.77 7 ~ ` 51.74 STA. 19+81.79 ` ` s4.s1 RIM = 58,00
RIM = 58.00 BENCH=46.30' " RIM = 58.00 RIM = 58_00 x,32 INV. (N) = 47.03
INV. N = 43.94 INV. (N)= 44.89 24 RCP INV. (N) = 44.63 INV. (N) - 45.32 INV. (S)= 44.69' 24"RCP INV. S = 43.94 INV. (S) = 44.63 INV. (S) = 45.32 i.32 52.5s ~ INV. (S) = 47.03
O 5 49 ~ ~ .8: 51.72 49.19 .85 t
50.4 DRAINAGE DITCH
DRAINAGE DITCH
DRAINAGE DITCH
~:1
NOTES:
CONSTRUCTION NOT TO
IMPACT BLUE LINE STREAM.
CONSTRUCTION AREA ZONE
NOT TO BE CLOSER THAN
3' FROM BLUE LINE STREAM. I,
68
68 - - NV N = .9 INV (N} = 4.6 IN (N = 5. 2 5. 2 IN (N = 47. 3
66
66
64
64
62 ~ ~ 62
r ~ ~
o 60
60 Q ~
~ ~ N
58 58
vi
N 56
~ 56
4
w ~ 54 54

' 52
- ' _ - r - - - - - - ~ - - - - - - - , I - - - - - - ~ 52 - - - - - - - - , ~ ~ ~ \ ~ i
~ i
0.. ~ ~ \ , ~ 50 ~ I~
50 ` , ~ o fn
z EXIS NG 4" R P ®0.57 48
i 4e - - TA E- fF" FR M TA. 19 00 0 TA. 20 00 ON NE T S EE
3 c®•16X I
v E ISTIN 24 RCP ~ 0 20X 46
46 ~ - - PR PO ED 2 40 LF 4" SA ITA Y EWE (-8
d~ , N ; 60 LF 4 SA ITA Y EWE -1 'r. 44 I'~
RO OS D 4" ANI AR S WE ® .2 I;~ 44 N - - i4 POP SE 1 EA 5' IA AN OL WI ING & OV R (4- 6)
?n
w r A 2 " ANI AR SE R AN 24 SNIT RY SE ER ~ 42
E 42 o 3 LF 42 S EL CA NG, MI .TICK ES 0. 00" 0 L 4 " S E CA IN , MI . IC NE S 0 50 " 3 LI ~ 1 " 3 LF 42" S EL AS NG, MIN TH CK ES 0. 00"
~ 40
40
1` ~t
I 38
0 38
0 f
0 36 36
O N
M -16 2 H-1 73 p E M -167 TA. 1 +7 77 H-1 74 34 T 77 TA. 9+8.79
Jj D 34 ST . 10 47.7 S A. 1 +59. 4 ~ RI =5 .O6' IM=5 75' IM= .54'
h ~ RI =54. 3' B NCH 46.3 ' ENC -48. 8' O 8E CH 5. _ _ 3. 8' EN =46.8'
~ d' ~ ~ IN . (S = .69' 4"R P I V. O_ .3T 24"R P p IN . (S) 4406' 4"RC / ~ f, 32 .37' 24"R P I V. 7.24 24` CP 32
c ~ ~ o 30
j O 30 x N
~ 10 00 i1+DO 12+00 13+00 14+00 15+00 16+00 17+00 ~+00 18+00 19+00 20+00 21+00 22+00
p r. +
~ REVISIONS CAD FILE DIRECTORY: W: \DBxx_gen\D84x_eng\D847~D\2009-0301 ~
~ Q ~i i?11111111/ ~111111111l1/ ~ j I' ~1~ ~~1 N0. DATE DESCRIPttON l ~ I p~ rt~+ r
x _ ~ Assoc/. .~a CARS. ~ Mc1~,41/ID A.SSOCIATEe ~OCIAT.'I VC. FARM EAST 24 SS CAD DWG FILE NAME: P006-Farm East 245S.dwg
00 = o 1 2/18/09 To Include Wetlands
o of4 kP INC Engineers Planners Lan nners Land Surveyors CONTRACT NO.1- 24" SANITARY SEWER REPLACEMENT CAD PLOT FILE NAME: Layout1.plt LL-
U- 3J~ SEAL :n_ :a A = MAP FILE REFERENCE: F-1390 RED
_ 1972 871 CORPORATE OFFICE BRANCH OFF 09/24" EAST SANITARY SEWER REPLACEMENT BRANCH OFFICE PROJECT NO.: 1-09-0301-4711 SURVEYED BY. DCA
V 41 120 North Main Street 109 East Walnut 7 U ~GINE%%,~` P. 0. Drawer 49 P. 0. Box 17 109 East Walnut Street P. 0. Box 1776 TOWN OF FAVILLE DRAWING NO.: 6 COMPUTED BY: CAJ ii
0 +~/i~ /i~F Farmville, NC 27828 Goldsboro, NC W Goldsboro, NC 27533 SCALE: H 1°=40' V 1"=4' DRAWN BY: MW/BW W F
d _ i~~ ~ILL~ 11? ~~i A. 1?? Telephone: [phone] Telephone: (919) p J Q 1111111111111 ~I11111111111 Telephone: [phone] PITT COUNTY NORTH CAROLINA
Facsimile: [phone] Facsimile: (919) 7i Facsimile: [phone] IDATE: February 18, 2009 APPROVED BY: CAJ fA

y,~

p6 16 ~ 5. ~5. i I 1
I I ~ \ ~
~ / i J I
I ~ ~ \ ~
I / I ~ / \ I
I ~ \ I
II ( I i
~ 1 ~ I \ I
' ~ t, I \ I
I v r
I i
II I I I l
I ' r~ ' , I / i
~ o a3. PROPOSED SILT FENCE TO 8E
I ~ 1 tD N?-~~`> .~'T NC GR 1 W PLACED ALONG LIMITS
PROPOSED OF CONSTRUC110N
SILT FENCE TO BE I I ~ PLACED ALONG LIMITS I I ~
I I ~ OF CONSTRUCTION ~
~ I ~ EXISTING I \ DRAINAGE DITCH
MH-1674 \ STA. 19+61.79 ~ ~ 1
- _ RIM=56.54 ` o ' I CONSTRUCTION LIMITS 'UCTION LIMITS 30' EXISTING EASEMENT
BENCH=48.46' 30' EXISTING EASEMENT ' ~ ' I - INV. (N)= 47.20 24 RCP ' I I
ZONE 2 = I INV. (S) 47.24' 24"RCP ' I ~ I 89 x•90
.85 ~ 1 59.69 ~ 56• i 1.07 .96 - _ 53 ~ i 58.09 I ~ 5 56 ~ i - 6
~ 59 ~ { a ~ ~nm mn 5 ~ ,49 ZONE 1 55.19 1 95 m ti ~n ma ro \ 60.35 ro 60 6 g0.62 1 6046 60.11 60.96 61.26 61.48 61.23
6.~ o ~ ~ N 51.15 60.0 ~ wn ~a ~N 1 ~59.g9~ ~ 6pg6 61.9 6p.52 m 60.1 m 60.11 v 60.26 m 60.49 61.7 ~
56.59 ~ 54. ~ 4.06 53~i .6 0~ ~ - - - - -SA- - - 0 10 0. a m m mm rnl 9.55 0 _ -SA- - "8 • A ° 0 0 $ 60 23 $ 60 ~ + °0 81,810 6 60.66 60 64 ~
54 :gg-$~2fi - - - - -S - 0 58.16 0 .r m M m o ~ ° _SA- - - ` ° 60.11 61. o r 54.01 5y o ~ ` ~ \ 55 A - - - - -s~-4~- - - - -SA- - - •I•• -SA- - - ii- -c, ~ SA-
5 6 ~ ~ / 51• 1 51.8 ~ ~ i ~ (
1.36 8 4.20 1 / 5 .9 5 1. 54.9 ` ~ I
0 5 ~ ~ UT EXISTING 54.p6 p ~ " O1 PROPOSED MH-1676 PROPOSE PROPOSED
4.92 , E%ISTING SANITARY STA. 25+47.14 ZONE 1 5 ` I EXISTING N ~ I SEWER TO BE MANHOLE-2462 RIM=61.90 MANHOLE MANHOLE-2463 ~1
~ ; I MH-1675 00. ( GROUTED WITH STA. 23+81.28 BENCH=54.33' STA. 25• PROPOSED R) PROPOSED II sra. z2+61 za ~ ~.owAB~E BAC%FlU RIM = 60.00 INV. (N)= 53.06' z4"RCP RIM = 6 STA. 25+47.14 PROPOSED ExIStINc RIM = 62.10 MANHOLE-2464 STA.~28+25.69 II
.96 MANHOLE-2460 D MANHOLE-2461 RIM=59.95 ~ ~ ~ _ INV. (S)= 53.06' 24`RCP INV. (N) ~ 54 ~l ~ I ~ D INV. (N) - 51.53 114 STA. 19+81.79 STA. 22+61.28 BENCH=51.8 INV. (N) = 53.03 STA. 28+25.69 RIM=61.76 r
ZONE 2 5 I - ~ ' INV. S = 52.37 INV. (S) 91 RIM - 58.00 RIM - 59.95 INV. (N)- .71' ~4 RCP ( ) INV. (S) = 53.03 RIM = 62.00 BENCH=55.33' INV. (N) = 54.14 INV. (N)= 5a.~a' 2a"RCP
` 54. INV. N = 47.03 r-0 I INV. N = 48.57 I INV. (S)= .43' ~4 RCP INV. (S) = 54.14 INV. (S)= 54.14' 24°RCP
` INV. (S} = 47.03 O INV. (S} = 50.43 r r" ~ ~ \
D i I •o!n I ~ i o \ ( ~
r \ \
` Z i g•42 I-- ~ J ~ - Prl z / ~
m ~ \ Q
I ~ I
r I ~ I
NOTES: ( _
CONSTRUCTION NOT TO ~ I IMPACT BLUE LINE STREAM. '
~
CONSTRUCTON AREA ZONE NOT TO BE CLOSER THAN ~ I ~ ~ 1
I ~ 3' FROM BLUE LINE STREAM. I I ~ I
' / ti ~ )
~ J
l ' I I 1
I I I
68 - ~ - - 68
IN N = 47.3 IN (N = 48.7 IN (N = 51.3 I V N) 5 .0 ( I V() 5.14
66
66 m
N
+ _ + 64 N
64 a
N ~ 62
62 v
j - - - - - h so - - - - - - - 60
-
58
~ li ~ v ;3 ' ~ ~
cn 'I _ -
N _ - EX STIN 24" RCP ®0. ~ 56
56 ~ - E ISTIN 24 RCP ~ 0. 8%
Q -
W RC 0 .91 54 I 2 0.40 54
~ i,i ~ I RY SE R 0 40
Q ` tL !°i 2 S N "T KE 0 " OM ST . 2 +0 T ST . 2 + 0 N XT SHE T 52
I ' 52 SE r ' o
0
a. 50 0. 3% 50
0 POP SED
Z x U 16 L 2 "SNIT RY SE ER 8- 0 48
/ 48 E 5' DI M H LE TH RING CO R (8 10)
°1 IT RY EW R 0. 5% EXI Nc $ OP SED 24 S 5D 4 S EL C SING .d -
/ n L 4 " S EL CAN MI . IC NE 0 500 46
~ 46 2 ANI AR SE 1 L 4 " S EL CA ?N MI . IC NE 0 625
N WI 4" AN TA Y S WE 44
44
' v PR 0 ED ~ 12 4 D YB RE WI 4 S EL CA ING p
W ND 24" SA ITA Y E R SNIT RY SE R 0 929 42
E 42
d 40
40
h (
38
0 38 t`I 'p
O I 36
0 36 {I
0 N
~ ~ H-1 74 H-1 75 MH 167 MH ~s77 34 STA 28 25,6
J d 34 TA. 9+8 .79 TA. 2+6 .28 ST . 25 47.1 ~ IM- .54' BE CH= 1.90 RIM 61.7 ' BEN H= .33'
~ ENC =48. 6' EN =51. 8"
00 ~ IN (S) 53. 8' 2 "RC O I V. 7.24 24" CP I V. i.43' 24" CP IC INV. (S) 54.1 ' 2 R(2' 32
% vi 32 - - - rs
c ~ o 30
f x N 30
~ 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 6+00 27+00 28+00 29+00 30+00 31+00
o r
w REV151ONS a CAD FILE DIRECTORY: W: \D8xx_gen\D84x_eng\D847~.D\2009-0301 ~
I Q \Illillillll/1/ 1111111!! ~ \ / \1\I 1111 N0. DATE DESCRIPTION ~ X ,~v sso .`v e R DA1/~D ASS(?CIATE~ /fl~ P r
_ . _ a Cis. ~ n, ~ ~;•~I NIC '~L'I/"1~E5'' INC. FARM EAST 24 SS CAD DWG FILE NAME: P007-Farm East 24SS.dwg I'
~;~~~~~'~u;;~ `'~'z t1t 1 2/18 /09 to Include Wetlands
o N 'JA kP '~G Engineers Planners Lar o SEAL 1972 i CORPORATE OFFICE BRANCH OFF nners Land Surveyors CONTRACT NO.1- 24° SANITARY SEWER REPLACEMENT CAD PLOT FILE NAME: Layout1.plt MAP FILE REFERENCE: F-1390 RED
BRANCH OFFICE 09/24° EAST SANITARY SEWER REPLACEMENT PROJECT NO.: 1-09-0301-4711 SURVEYED BY. DCA ~
C % F 120 North Main Street 109 East Walnut P. 0. Drawer 49 P. 0. Box 17 % 109 East Walnut Street TOWN OF FA MVILLE P. 0. Box 1776 DRAWING NO.: 7 COMPUTED BY. CAJ
3 O~ ~Farmville, NC 27828 Goldsboro, NC Goldsboro, NC 27533 SCALE: H 1"=40' V 1"=4' DRAWN BY: MW/BW
0 0 0 V ILLE' A. JO Telephone: [phone] Telephone: (919) i o ~i~irnltnt~+` ~~1?nnn??~~~ Telephone: [phone] PITT COUNTY NORTH CAROLINA Facsimile: [phone] DATE: February 18, 2009 APPROVED BY. CAJ fA
Facsimile: [phone] Facsimile: (919) 7

j I
, , 6
/ ~ (U' /vim ~ / ~ I.
~
Nry 66• 01h ~ ~ ~
/ , 0~ 0 ' ' / ^a ' ' 0'rp• ~ i ~ ~ ,
la ' i ^ , i , ,
\ ' \ / , \ ' i i , , EXISTING ' i ~ ~ / ~ MH-1681
PROPOSED , \ ~ ~ SILT FENCE TO BE i~ ~ , STA. 37+79,38 ' a 0$ RIM=68.4D
PROPOSED \ ~ PLACED ALONG LIMITS ~ ~b'~ BENCH=59.32'
6 ~ Of CONSTRUC1IpIV ` RIM = 65.00 0ry~~ ~ INV. (S)= 57.970' 24"RCP
` INV OUT (N) = 55.24 J ' ~ ' i , y, ~ PROPOSEO
\ INV IN (S) = 55.24 _ _ _ _ - , o \ ~ > o ~ 1.~ ~ RIM = 68.80
\ i ZONE 2 ~ h~ x °o y`~' INV OUT (N) = 57.94
` _ 0' - ~ ~y. • ~ ~ INV IN (S) = 57.94
\ \ - bq• 'EXISTING i
I ~ ~ r~ ` 0 ZONE 1 ry ~y ^ry 0^"~ STA.t35+89.85 ''~~CONSTRUCTION LIMITS ; 6y. RIM=67~36T'r 1
A~ N ~ ~ b° ' BENCA=58.50' Ii, ~'~INV. (N)= 57.15' 24°RCP i.
i. ' INV. (S)= 57.17 24"RCP , ~ ~
y oy be ary y l 6y. ' ~ ~ I
\ ~ \ ` ao w oa o~ ~ 6 ~ 0 $ x ~ 0h ice'' PROPOSED
a• MH 0.2467 RIM = 67.80
` oy. y"~M o~ ZONE 1 _ INV OUT (N) = 57.18
_ INV IN (S) = 57.18 ~
` _ ry - - EXISTING - ? - ` yry~_- MH-1679 ~i
\ ZONE 2 _ _ _ _ _ _ sTa...34+6o.t7 ,
EXISTING - RIM=86.03 ~ ~ _ - BENCH=58.18' _ _ _ ' - _ _ _ MH-1678 - - - _~(~~~~-LIMITS - - 30' EXISTING EASEMENT INV. (N)= 56.66' 24"RCP
_ _ _ _ STA.~3Y~04,40 PROPOSED ~ ` - - - - - RIM=64.49 INV. (S}= 56.63 24°RCP
SILT FENCE TO BE BENCH=56.71'
PLACED ALONG LIMITS y~ INV. (N)= 55.26' 2a°RCP Of CONSTRUCTION dry. INV. (S)= 55.29' 24"RCP PROI PROPOSED
~ MH I ° RIM MH N0. 2466 RIM = 66.50
y INV y~. INV OUT (N) = 56.74 ~ I'
INV INV IN (S) = 56.74 '
y~
s
I.
9
PROPOSED 90
MH 0. 2 6 y ~i
RIM = 62.00 0° INV OUT (N) = 54.14 ~
INV IN (S) = 54.14 e°' 30' EXISTING EASEMENT J
o°` NOTES: y°~ CONSTRUCTION NOT TO I'
IMPACT BLUE LINE STREAM.
y~~ CONSTRUC110N AREA ZONE i
0 0° TRUCIION LIMITS NOT TO BE CLOSER 1NAN o yry CONS 3~ FROM BLUE LINE STREAM. i
a°j y° 6. ~ o
a
ro

o°'
x EXISTING hb MH-1677
b° STA. 28+25.69 RIM=61.76
BENCH=55.33' INV. (N)= 54.14' 24°RCP
ry~ INV. (5)= 54.14' 24"RCP
y° MH N0. 24 6 MH N0. 24 7 MH N0. 24 8
0. 46 M N . 2 65 RIM = 6. RIM = 7.8 RIM = 8.8 78
H RI 65 00 IM 6 .00 INV IN S) 5 .7 INV IN S) 5 .18 INV IN S) 5 .94
78 - 4 i V I (S = 55. 4 76
IVI ( -54
76 M 74 r ~
rn ~ ~ ~
74 t0 M M ~ 72
N Q Q
N N ~ f
72 Q h- 7D
7D
68
3
ro 68 vi
d~
N 66 - - 64
i- N
Q W
64 - ~ _ _ - 62
Q
tL _ -
I 62 - - - O - 60
O -
n- - - 60 - - wstl c 2 " Rc ®•47 "TA E- FF FR M TA 37 00 TO TA 38 00 ON NE SEE 58
O IS11N 24' RCP A 0. BX
Z U " 0. 0%
/ 58 R P POP SE 56
3 .40 POP SED 24 SNIT RY E R - 9 0 L 2" S NI RY SE R 6-
/ "RCP ®0. 8% ®0.4 U1 56 sTtN 24 AN TAR S WE ~ RO OS D 4 3 EA ' D A AN 0 WI R NG CO R 8- 0) 54
d~ - - N " EW R 0. 0%
54 52
o ANI AR S WE ® .4 W D 4
E 52 50
0
l~ ,
i~ 50 r ~ I;, 48
t` I la
O 48
M O 46
I rn
0 46 MH tsao MH sat 44 MH 1679 STA. 37+ 9.36
M-166 STA 3 0,1 STA 35+ 9.8 RIM 88 RIM 86. RIM 67.3
~ ~ H-1 77 S A. 3 +04. J 0 44 TA. 8+2 .69 RI ®6 49 BEN = .18' BEN =5 50' BEN =5 .32'
~ M IM=6 .76 8 CH 56.7 ' r +n ENCH 55. 3' _ INV. (S) 58. ' 2 RCP INV. (S)® 57.1 24 RCP INV. (S)= 57.9 ' 24 RCP 42
% ~ 42 0
rn c ~
o 4+00 35+00 36+00 37+00 38+00 39+00 i
x O 0 +00 33+00 34+00 N 29+00 30+00 31+00 32 I
ao 27+00 28+00 ~ r CAD FILE DIRECTORY: W: \DSxx_gen\D84x_eng\D847~D\2009-0301 ~
/ ONS c , 'L REVISI ~
at a uul Iuum/ E if ~ 111t t~!// \\\t i// N0. DATE DESCRIPTION f ~ OCIATE Q _ ~ AVID ASS Mc R ~ ~ , ;OCIATES, INC° FARM EAST 24 SS CAD DWG FILE NAME: P008-FARM EAST 24SS.dwg
I , ccnn, ~a SCAR.,/ ~ ~ _ _ _ _ _ w ire ¦rs er CAD PLOT FILE NAME: Layoutt.plt
` ,~u,r ; 1 2/18/09 To Include Wetlands Inners e Land Surveyors CONTRACT NO. 1-24"SANITARY SLVVLK KtFL.AVtIVitly I MAP FILE REFERENCE: F-1390 RED
X'-'~ 0 ti En ineers Planners • Lai 00 ?OR '%F~, % F S 9 ; INC. 9
o M _ SEAL a b = BRANCH OR 09/24" EAST SANITARY SEWER REPLACEMENT 00 PROJECT NO.: 1-09-0301-4711 SURVEYED BY. DCA
.1972 $ CORPORATE OFFICE 3 J t- - BRANCH OFFICE 109 East Walnut Street TOWN OF FA IVIVILLE DRAWING NO.: 8 COMPUTED BY. CAJ
120 North Main Street 109 East Walnui S P. O. Box 111 P. 0. Box 1776 LI J
pt ' : U F,,.` Q'.` P. O. Drawer 49 IN c 73 Farmville, NC 27828 Goldsboro, NC - Goldsboro, NC 27533 SCALE: H 1"=40' V 1"=4' DRAWN BY: MW/BW {j Telephone: [phone] PITT COUNTY NORTH CAROLINA
C) N 9 3 0 Telephone: [phone] Telephone: (919) WILLS' h~ A• Facsimile: (919) i Facsimile: [phone] DATE: February 18, 2009 APPROVED BY. CAJ U) it
0 ~~//lrllI11% 0 ` //llllltttl~~ Facsimile: [phone]

1 1 ~
83
RED NAQ: NC G ~ 1 /
/ X11.34
/ 71.26
i' X1104
PROPOSED )POSED '
' _ _ _ MANHOLE-2471 JHOLE-2471 ' ~ - . 44+89.08 , , ~ ~
PROPOSED STA. 44+89.08 SILT FENCE TO BE RIM = 74.43 = 74.43 '
PLACED ALONG LIMITS INV. (N) = 63.40 (N) = 63.40 (S) = 66.39
PROPOSED INV. (S) = 66.39 - -9E_CDNBIRl1.~D4N.------------------------------------------------ - SILT FENCE TO BE INV. S - 63.40 (S) = 63.40 ~
PLACED ALONG LIMITS INV. (SW) = 69.56 (SW) = 69.56 4" PVC ~
CONSTRUCTION IIMITS`~~ ~`e~{~~N---________ INV. (SW) = 69.11 2.08 ' _ ZONE 2 (SW) = 69.11 2" PVC / ,
6222 _ , ~ `
30'IXISIINGEASEMENT ` - _ ~ ___..1--_-'------ 15.40 _ i _ - J- ,
w 18 62.'w ZONE 1 - _ _ 572 ~ ~ 74.
o° CONSTRUCTION LIMITS
86.11 , 3 3 68.80 61.98 8 69.11 _ _ + 74.16 "r' , / ` + ~ ~ ~
1 6. 66. 65 ~ 11 ' , ~ ~ i , + +
_ 66. 82.62 w ~ 68.31 $ 8.58 - - - 66.16 ' . 3 .830 8.58 68.42 68,41 10. 0,5 " - 10.59 .
g,40 $ 6.2 61 0 6 $ $ 7 0.00 2.0 ` - - 68. 1,12 66.4 121 }61.77 g9. 69.15 • `tai- - - -S 1,p2 _ _ g1.2 ~ - - 3 i + + -"'~.---4.24 , 73.1! 5.91 .35.45 ~ 73 76
- .1 -~--~~~-SA----- _ ` - - _ 62 -SA91 - - - o 11. .48 ~ i 2.01 ~ ~ . 71 + +
'~SISTING _ MH=1641 _ ExISTINC _ ZONE 1 }12 *~~g4'~y:42"-SA _ a `rs:~- -sa ® 2 ' ~ ~'RC nsa~____----_ ~ , ~ 7 .s1
STA. 37+79:36 _ _ _ 1,68 83.02 MH-1682 - _ _ _ _ - _ - _ - i ' - _ g STA, 41+23.80 ' RIM=68.40 SA-14.4 ~ / 15.76 ' ~ ~ + ,
BENCH=59.32' _ _ _ - ` ' - - _ RIM=70.59 - _ _ _ _ _ _ _ ~•1
-------------------------BENCH=61,6Y---------- INV. (N)= 57.90' 24"RCP g1.5o'--- _ - _ _ ZONE 2 INV. (S)= 57.91. 24"RGP _ _ - - - - - INV. (N)= 60.55' 24~RCP - _ _ _ _ - _ - - INV. (S)= 60.62' 24 RCP PROPOSED ' - - - _ _ _ _ _ _ - - - - _ - 74.25 / ~ ~h~~ N
PROPOSED - + +
MANHOLE-2469 MANHOLE-2470 36 .50 STA. 41+23,80 ~ STA. 37+79. s1 RIM = 70.90 MH-1683 _ , 7 -~asuNS__ ' , \~q 5.80 + ,
RIM = 68.80 81.32 INV. N = 60.59 sta. 44+fis.DB MH-1683 - - _ _ ~ S ~ - _ _ _ _ _ PROPOSED sta. 44+ss.os - - - _ _ _ ~ . _ _ _ _ - + + + MANHOLE-2473
INV. (N) = 57.94 83,63 DRAINAGE DITCH ( ) INV. $ = 60.59 RIM=74.43 RIM=74.43 , - - - - _ _ _ _ _ _ = ~ 30' EXISTING EASEMENT + + BENCH=64.94' i ® ' ` ~ ~Sq~ + + STA. 48+62.74
INV. $ = 57,94 88.1 O BENCH=64.94' O INV. (N)= 63.50' INV. (S}= 63.40' INV. (N)= 63.50' 24"RCP ~ Q" ~ ~ ~ + + RIM = 78.60 INV. (S}= 63.40' 24"RCP o ,jt,75.97 / ~ ~ ENV, (N) = 68.02
INV. (S)= 67.38' INV. (S)= 67.38' 24`RCP , ~ ~ / ~Sq 6.16 + +
INV. (SW)= 89.58' INV. (SY~= 69.11' INV. (sw)= 89.58' 4"PVC ~ ' PROPOSED ~ ~ A INV. (S) = 68.02 wv. (sw1= ss.tr 2"PVC ~ ~ MANHOLE-2472 ~ ~ s.~ 71 3
STA. 45+69 ~ ~ q 7 03 J , RIM = 76.20 ~ ~ ~ + +
~ INV. (N) = 67.54 ~ ~ ~
NOTES: / i' ~ r, INV. (S) = 67.79 q~\\
CONSTRUCTION NOT TO 5 + +
IMPACT BLUE LINE STREAM. i ~ ~ q 6.80 + +
CONSTRUCTION AREA ZONE ~ ~ + + , / ' ~ 18. +
NOT TO BE CLOSER THAN 3' FROM BLUE LINE STREAM. i ~ t
~ ~ i I 7,1.3b +
1 / i ~ / IXISTING 71.36 + ~ ~ MH-1684
~ , STA. 48+82.74 `g7100 ~ i RIM=78.27 +
~ BENCH=70.32' Q. i ~ INV. (N)= 68.08' 24"RCP + N PRO ED
, / INV. (S)= 67.88' 24"RCP + ~ i
/ ' i / +0D -
M 0. 24 1 M NO. 24 2 ~ NV UT (N) = 8.
MH NO. 2 9 M N. 2 70 RIM = 4.4 + RIM = 6.2 78
RIM = 8.8 RI = 70 69 78 -
INV IN S) 5 .94 IN I (S = 60. 9 INV IN S) 6 .39 INV IN S) 6 .79 _ _ _
~ INV IN SW ~ 9.~5 4 P CN - 76
76 INV IN SW = 9.1 2" PV - - - a
~ ~
74 M + ~ 74
rn - - ~ _ 4
r _ - " 72
M ' 72 - Q -
H (n
E IStI 24 R ®019% 70 I
70
~ - 3 - _ - 68
vi - tn , POP SE 2 "SNIT RY SE R J1E .08
66
66 ~ ~ ~ ~ _ AK - F 0 S A. 8+ 0
Q ~ 64
W ~ . R ® .19 1 g 64 PR OS D
~ ~ ~ ~ "
~ ~.l ~ 16 LF 24" SA ITA Y E R 0- 2) 62 _ 1~
I _ o ~ 62 AN TA S ~ 2 EA 5' IA AN OL WI IN & 0 R 10- 2}
O ®0.75 O xls Nc 4" R PO D 1 EA 5 IA RO M NH L WI RIG G VE 1 -1 E;?
r- 60 0 F 4 " RYB RE WI 4 " TEE C SIN " 60
O Z S M N. IC NE S .50 " D 4" MIN TH CK ESS 0. 00 AN 2 "
58
U D 4" AN TA / r~ 58 0
rn ~ ~'I ITA Y EWE 0. , ~ 4 SA
c; ' S6
~ 56
N " " 54
54
N ND 24' S IT RY E R 0
W 52
~ 52
0 ~ s 50
50
~t
I_ 48
M 48
O I 46
rn O 46
O N
p ~ MH- 681 M -16 2 MH- 683 STA. 44+ 9.08 TA.148 .74 44
~ 44 STA. 37+ 9.36 S A. 4 +23 0 0 ~ RIM 68. RI =70 59 R{M 74. IMe 78.2 BEN = 4.94 EN = 7 ,32'
~ O BEN =5 .32' 8 NCH 61.6 ' _ `t c0 ' INV. S)m 83. 24 RCP NV. S)e 7. 24" CP 42
INV. (S}. 57.9 ' 24 RCP IN . (S s 8 .62' 4`R 42
INV. SYr7 89. ' 4 PVC
C ~ ~ O 40
I O 40 x N
~ 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 +00 45+00 46+00 47+00 48+00 49+00
d r / _
a~i REVISIONS a CAD FILE DIRECTORY: W: \D8xx_gen\D84x_eng\D847~.D\2009-0301 ~
~ d 1luuuu+~~~ u1?ulii~ 1 111 N0. DATE DESCRIPDON ~ x ssoc c,aR , !,i DAVID ASSOCIATE r
OCIATS, II.i. FARM EAST Z4 SS CAD DWG FILE NAME: P009-Farm East 24SS.dwg
pp p ,,O"~n;~T~i,~ -,%%'ll 1 2/18/09 To Include Wetlands
E S/ Engineers Planners Lam '9A %P INC. iners Land Surveyors CONTRACT NO.1- 24" SANITARY SEWER REPLACEMENT CAD PLOT FILE NAME: Layout1.plt 0 MAP FILE REFERENCE: F-1390 RED J.
~ U. 3 - =:2 : SEAL S r'
1972 CORPORATE OFFICE BRANCH OFFI BRANCH OFFICE 09/24" EAST SANITARY SEWER REPLACEMENT PROJECT NO.: 1-09-0301-4711 SURVEYED BY: DCA 0)
120 North Main Street 109 East Walnut. C . T Cj . . N P. 0. Drawer 49 P. 0. Box 177 109 East Walnut Street OF FAR VILLE P. 0. Box 1776 TOWN DRAWING NO.: 9 COMPUTED BY, CAJ W
3 0 R IWO to Ill Farmville, NC 27828 Goldsboro, NC 2 Goldsboro, NC 27533 SCALE: H 1°=40' V 1"=4' DRAWN BY: MW/BW =
M~ILLE' Telephone: [phone] Telephone. (919) 7; 0 J 4 ~~~~HIII1111~~~\ ~~~!(Illllili~~1 Telephone: [phone] PITT COUNTY NORTH CAROLINA fA Facsimile: [phone] DATE: February 18, 2009 APPROVED BY: CAJ
Facsimile: [phone] Facsimile: (919) 73

P
` ` ` f,,
6 0°1~ ~ti
1 ` 1 ~ 6~` ~ a9
. 1°~9 {1
` ~ PROPOSED 661 e~ 16.
SILT FENCE TO BE 1
0~`~: PLACED ALONG LIMITS
1 0 `'j~-------- - OF CONSTRUCTION--------------------- - 6`~ ~6~
~ ` 0 o'~ ZONE 2 G
1 ~ F ~ ~ 1 6~ ~ ` 16.
r--------~ a r , \ ~ ~ 1N~jh ~ `
i ZONE 1 1 11
T 16'h II ~9 p ~ `1 . ~ . ~ ` ;h~ 6ei" 06'h 6eAti,,yO 161 1ti. 1' 1 t i
1 1 1 1 1 ~ 6~ 1 ~ ~ i ~ ,~0
16. 1 I ~ I
, . ` 9p . ` ` \ I ~
ti 1 10• 1`1`16 11 61 90 1NN 'h6 1 16 '.1 i X16• tit p 1?~ ZONE 1 01 10~` N 1~ w 11 > ~ x11 i~ N 1~r
N ~~zw ~ ~ ~6~y
°i o g $ 0 °o 'y6 ° 9 o . 0 6 6 0p ~ ` ~ - 9- ~ 9~ o ~ ~ i
1 ~ - i 0• ~ i i
~ ZONE 2 EXISTING EXISiiNG bti ~ I`~
~1H-1886 ~ i ~ sra 5s+23.ao PROPOSED f
~ - - - - - - - - - STA. 52+46.98 RIM=7e.62 PROPOSED RI~1=77.72 6ENCH=s9sr MH 0. 2 75 f,
30' EXISTING EASEMENT CONSTRUCTION LIMITS BENCH=69.60' 7 INV. (N)= 68.25' 24`RCP = 79.00 INV. (N)= 68.58' 24"Rte RIM = 77.90 I
PROPOSED RIM INV. (S)= 68.41' 24"RCP M N0. 2 73 INV OUT (N) = 68.33 INV. (S)= 88.54' 24"RCP INV OUT (N) = 68.63 INV IN (S) = 68.63
RIM = 78.60 INV IN (S) = 68.33
INV OUT (N) = 68.02 ExlsnNc MH-1884 ~1
INV IN (S) = 68.02 STA. 48+6274 RIM=78.27
BENCH=70.32' INV. (N)= 88.08' 24"RCP
INV. (S)= 67.88' 24"RCP
NOTES:
CONSTRUCnON NOT TO IMPACT BLUE LINE STREAM.
CONSTRUCTION AREA ZONE NOT TO BE CLOSER THAN
3' FROM BLUE LINE STREAM.
M N . 2 75
H 0. 47 RI = 77 90 g8
M N . 2 73 IM 7 .00 RI =78.0 _
88 i V I 68 33 IN I (S = 68. 3
IN IN (S) = 8.0 86
86 84
ro m
84
N - 82
82 a ~ BO
80
78
rn 3
v 7g - - - - - 7- - - - - - _ 76
`t " " N ~ 76 I
~ ~ s. 74
Q w i;! ~ ~
74
Q 72
tL
I 72 ' .04 ~ ~ S NG "R 70
o II L1. G2"R ®.10
70 EXI N 24" RCP 0. 9% _ ' "T E- FF f M TA 56 00
I O I I 68 24
" Z ` AN TAYSWE ®0.0% ROOSD
~ 68 - - - - - - - - 0 ED 24" SA ITA Y E R 0. 8~ rn PR P 00 LF 24" SA ITA Y E R (-1) 66
3 PR PO ED 24" `
(n 66
~N 64
d- N
64 .,N 62
d W
~ 62
L 60
60
r 58
d'
O 58
M O 56
i a~ ~-ass
O 56 H-i 85 ~ M -168 7A. 2+ .98 SA.5+23.0 RI ~ 72 54
~ ST . 48 62.4 IM= 8.62 B CH 89.6 _
~ ~ Ri m78. 7 ENC =69. 0' J ~ 54 BE CH= 0.3 = . IN . (S a 8 .54' 4"R
~ V. )m 8.41' 24" CP r. IN . (S) 67 Ba' 4"RC 52
d' 00 uy
o 52 / ai
rn c 50
a
x O 50 53+00 54+00 55+00 55+00 56+00 57+00
~ 49+00 50+00 51+00 52+00 ~ r 48+00 CAD FILE DIRECTORY: W: \DBxx_gen\D84x_eng\D847~D\2009-0301 ~
~ .L REVISIONS ~4
tT Q 11?11111111/// ~illlllliitlll/7 N0. DATE DESCRIPnON ~3l n,
I reb_ i,. , ~ fir.®VID ASS®CIA SS®CIATES, INC" FARM EAST 24 SS CAD DWG FILE NAME' PO10-FARM EAST 24SS.dwg
'7 1, X ~p P'~~`?q j'',,, 11RArS/ 1 2/18/09 To Include Wetlands f'
INC. Planners 00 * o Engineers p ~ v ~P q ; : F ~ ;9 : ,mss Planners ® Land Surveyors CONTRACT NO.1-24" SANITARY SEWER REPLACEMENT LAU NLUI rILL NAMC: Layvuil.Pn 0 MAP FILE REFERENCE: F-1390 RED
09124" EAST SANITARY SEWER REPLACEMENT PROJECT NO.: 1-09-0301-4711 SURVEYED BY: DCA
SEAL BRANCt 1972 - CORPORATE OFFICE BRANCH OFFICE
120 North Main Street 109 East N 109 East Walnut Street TOWN OF FAR VILLE DRAWING NO.: 10 COMPUTED BY. CAJ W P. 0. Box 1776
P. 0. Drawer 49 P. 0. B 278213 Goldsboro Farmville, NC Goldsboro, NC 27533 SCALE: H 1"=40' V 1"=4' DRAWN BY. MW/BW ,,ajLU
o A. J~ Telephone: [phone] Telephone: c Telephone: [phone] PITT COUNTY NORTH CAROLINA Facsimile: [phone] DATE: February 18, 2009 APPROVED BY. CAJ
L 0 0 //11111111111~~`\ ////111111N1~1 Facsimile: [phone] Facsimile. pJd.
IMMUNE

i
j
I
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L'-
i
PL'
i !i:1
i'3
l':'l J
l ~ ~
~~J i`
a0
10 \ .~lf
61 ~j x10
P~ y ~ WETLANDS WETLANDS i;
10h ~O G I I,
~G I,
01 1y.
i 9
1 30' EXISTING EASEMENT (LIMITS OF CONSTRUCTION) CONSTRUCTION U :ONSTRUC110N LIMITS 16,E 1h9~ ~s~ 161p ~ ~s~ ry
~ ~ yry 6 t~ l y9H 16ti 1y' 1y9 10' ~fj' 1
I 1 ~p h
1 i 160
0~ t F ory 69 y h i
11' 111' 09 1 0 0~ 1 a y py ~(y N ,y^~ 0 10y ~ 0°~ 10. N Dry 10? ~ 0d' 0g 1y. a, yy0 yy ~yb 1y0 ~0. 606 x16 w1h' p 16~ ~yy1 6ry0 ~ rngo`O 1 m 6;~` 16p t:
n 1~ 011 11 6 .1 x °t o ° $ o g w x 0 0
o o g 10• ;h 3 1y '(1.61° 16~ a~~ ° 1yry'` ° ° 1666
h
T' Dry p0 11•
EXISTING ~ 90 90 NH-t686 10• 1y' pp ~y ry~ 166 6 9 6 so C 6ry 1 •
STA. 56+23.80 PROPOSED RIM=77.72 16 16• 1616 s 1p~. I,
BENCH=69.67 5 EXISTING PROPOSED , MH 0.2478
INV. (N)= 68.56' 24"RCP RIM = 77.90 MH-1687 INV. (5)= 68.54' 24"RCP - STA_ 59+67,Bi PROPOSED EXISTING INV OUT (N) - 68.63 RIM-76.90 MH-tsee E1usnNC ExlsnNC ~ RIM = 77.80 I MH-1688
INV IN (S) = 68.63 BENCH=70.28' RIM = 77.00 sTA. 82+9 INV. (Nj= 68.83' 24"RCP RIM=77. 6 sTA• 82+95.66 MH-lsas INV OUT (N) = 69.45 RIM=77.36 STA. 66+31.88 INV IN $ = 69.45
01 INV. (S)= 68.85' 24"RCP INV OUT (N) = 68.91 BENCH=70. PROPOSED RIM=77.38 ( ) BENCH=70.38' BENCH=70.81°
INV IN (S) = 68.91 INV. (N)= INV. (5)= INV. (N)= 69.18' 24°RCP RIM = 77.60 INV• (N)= 69.40' 24"RCP INV. (5)= 69.18' 24"RCP INV. (5)= 69.43' 24"RCP
INV OUT (N) = 69.20 INV IN (S) = 69.20
j E
is
M . 2 E75 H 0. 47 M N . 2 77 H 0. 47 RI = 77.0 IM 7 .80
RI = 77 90 IM .0 88 - 88
N IN S= 68.3 NV N O 6 .91 I IN IN (S) = 9.2 I V I O 69 45 i.
86
86
~ 84
84 ro ~
m co ~ 82
82 a a
N
BO
60
CP 78
3 78
vi N 1 r
N - 76
76 - -
4
W 74 74
I
Q 72
I 72 EXI NO 4" CP 0.0 % EX StiN 24° RCP 0 0. 7X I,
EXI TING 24" CP 0. X O TA E- FF FR M TA 6+ 0
d 70 t 70
O f.
Z RO OSE 2 " ANI AR SE R ® .08 0 SA ITA Y E R 0. 8q 68 t,
j 68 " SA IT Y E R O. Bq
rn 3
v- 0 OSE 66
to 66 6 F 4p ANI AR S WE (6 8)
d~ N EA 5' IA MA HO TH IN C R (8 10) 64 I~
64 ti~ ~ I
v
w 62
~ s2 L
LL 60
~ 60 r
d' s.
I r 58
~ 58 i i
O I 56
rn D 56
O
p p M -i6 H-i 67 MH 166 54 A.i 2+9 .66 ST . 66 31.8
J t0 54 S A. +23.0 A. 59+ .Bt ~ M RI a7772 M= 6.90 Ma .36 RI =77. 8 C 70. 9' B CH= 0.81 r
~ ~ B NCH 69.8 ENC =70 28' I V. O~ 8 .18' 24"R IN (S) 69. 3' 2 "RC 52 ~f
N = 00 . ( IN S . 6 54' 4"R P NV. S)i 8.8 24" CP O 52
rn
c ~ ~ O 50
~ O 50 x N
~ 56+00 57+00 58+00 59+00 60+00 61+00 62+00 00 63+00 64+00 65+00 66+00 67+00
~ r / _ f
v REVIS{ONS CAD FILE DIRECTORY: W:\DSxx_gen\D84x_eng\D847_LD\2009-0301 ~
~ Q tiiltU tliillU! ``1~t1 \``~1 1//1~ N0. DATE DESCRIPTION , y~ . x - e,SS~C~,~ .~~_~cN ~ARn, _ ~ McDAi/ID ASSOCIATES ~
)CIATES, INlr. FARM EAST 24 SS CAD DWG FILE NAME: P011-FARM EAST 24SS.dwg "
1/1 1 12/18/09 iiuiy, ~ , To Include Wetlands " v '\Q ,W u,,,i 00 o F, s ti
0 0 ° (gyp Rq , F ~0 '•,9 ; INC Engineers • Planners Land ers Land Surveyors CONTRACT NO.1- 24" SANITARY SEWER REPLACEMENT CAD PLOT FILE NAME: Layout1 pit MAP FILE REFERENCE: F-1390 RED
_j SEAL 09124" EAST SANITARY SEWER REPLACEMENT
1972 c S '1 CORPORATE OFFICE BRANCH OFFICI D BRANCH OFFICE PROJECT NO.: 1-09-0301-4711 SURVEYED BY: DCA r
120 North Main Street 109 East Walnut Sti P. O. Drawer 49 P. O. Box 1776 109 East Walnut Street TOWN OF F MVILLE P. 0. Box 1776 DRAWING NO.: 11 COMPUTED BY. CAJ W
Farmville, NC 27828 Goldsboro, NC 27; Goldsboro, NC 27533 SCALE: H 1"=40' V 1"=4' DRAWN BY. MW/BW =
0 MVILLE' A. ~0 Telephone: [phone] Telephone. (919) 736 J (L ~~IIIII I I I I VIII` I/11111111j11 elephone: [phone] PITT COUNTY NORTH CAROLINA acsimile: [phone] DATE: February 18, 2009 APPROVED BY: CAJ U)
Facsimile: [phone] Facsimile: (919) 735- WOMEN
Ii

f;,y,
~'~;r
~r,;~
0
0 ~P
Ge.
~G
s~f UCTION LIMITS , Oys~ tit 0 CONSTR 30 EXISTING EASEMENT ,yh ,yh
h~ f~@~ 11. 61 ~h 6ph 1~0. 1 1 ~ 16' 1 16' 1y0 1h91 ~ ~ 100
10~ 11~
~ ".~x Q _
1h~ ech a x try 0h 0 h 1 006 ti1p
rn h1 0 y~F' h~O 'h0 rn 'S°` 16• m kh 6~ rnh9 66 o1h~ 1h' h1 vh0hh0 N10~00 w 1 ~1h~ ~00'L 100° w10,~'x 0b0 oJ'10t~` ,~^0!~ ~0y'~ 106A
0 0 0 0 °0 1~ bh oo x °o 0 0 0 0 0 1h, 1h . ~ hy0 °0 0~` °o °o °o °o °o 1°~ 5~ 11. 106
01
9p ~ ~ CP 1h. 6h k1 ~ 1~` ti` 6'ti° y1 y6 16 16;~
1h 1 EXISi1NG 1`0 1 EXISTING 10. 10. MH-1691 EXISTING
EXISTING MH-1690 STA. 73+11.49 MH-1892 RIM=77,08 STA. 78+54.86
MH-1689 STA. 69+67.58 STA. 66+31.88 RIM=76.61 i PROPOSED BENCH=71.a2' PROPOSED RIM=77.27
RIM=77.3e PROPOSED BENCH=7DSS' PROPOSED PR eENCH=lost' MANHOLE-2478 INV. (N)= 69.BY 24~RCP MANHOLE-2479 MA INV. (N)= 69.95' 24°RCP MANHOLE-2481 BENCH=71,49' MANHOLE-2480 INV. (S)= 70.00' 24"RCP iNV. (N)= 70.21' 24"RCP
INV. (N)= 69.40' 24"RCP STA. 66+31.88 INV. (s)= ss.73 2a RGP STA. 69+67.58 ST, STA. 73+11.49 STA. 76+54.86 INV. (s)= 70.22' 24"RCP RIM = 77.40 RIM = 77.50
INV. (s)= ss,43' 24"RCP RIM = 77.50 RIM = 76.90 RIh INV. OUT (N) = 69.99 INV. OUT (N) = 70.26
INV. OUT N = 69.45 INV. OUT (N) = 67.71 INS O INb INV. IN (S} = 69.45 INV. IN (S) = 67.71 INV. IN (S) = 69.99 INV. IN (S) = 70.26
M 48 88
- R
88 - IN 0 T 69 45 I V UT (N) = 9. IN 0 - 69 99 I V T Nj 7 .2
86
86
84
84
82
82 a~
r N
rn m n 80
80 a a
3 78
78 vi
d~ N - - - - 76
76 _ - - - - - -
~ Q
w 74
~ 74
d EX 0.0 72
I 72 N EXIS ND 4" R P ®D.0
O
70
70 O POP ED 24 SA IT RY R 0. 8~
PR PO ED 4 SA ITA Y WE 0.0 z "TA E- FF F M TA 76 00 68
U / 68 TO STA 7 0 ON NET HEE
rn 3
66
~ 66 PR PO ED "
~t 60 LF 24" SA I A Y EW R (-8 64
N „ 64
.N v 1 EA 5' IA HO TH IN & CO R 8-10
w 62
~ s2
0 60
s0
~r
I 58
M 58
0 I 56
0 56
0
% E p p H-189 M 169 H-i s1 MH 1692 54 TA. 3+1 49
J O 4 TA. 6+3 .88 ST . 69 67. 8 ~ N 5 M= 77.3 ' RI = 7 .61' IM= 7. RIM 77. T ENC = 7142' BEN H= 1.49
r ~ ENC = 7 .61' BE CH= 70. ' d' = INV. N = 70. 2 RCP
I V, 0.00' 24" CP INV. (S)= 70.2 ' 2 RCP 52
~ O 52 V. O= 9.43 24" CP /
C ~ 50
O X o 50
d- N ro 66+00 67+00 68+00 69+00 70+00 71+00 72+00 ?+00 73+00 74+00 75+00 76+00 77+00
~ t` / _
~ REVISIONS CAD FILE DIRECTORY: W:\D8xx_gen\D84x_eng\D847_LD\2009-0301 ~ r
~ a Q 1luuwti ~j1 uuut~~
x` .\~~`~r,SnTt~77/~_ ARn~7~i. N0. DATE DESCRIP110N ~ Mrn~Vl[] AS~OCIATE® OCIATES. INC. FARM EAST 24 SS CAD DWG FILE NAME: P012-Farm East 24SS.dwg
o \~.a~Q~~,,u~~~u,,,~ 1 2/18/09 To Include Wetlands
p 0 1 -T, q~ iNC Engineers Planners • Lan iners Land Surveyors CONTRACT NO.1- 24„ SANITARY SEWER REPLACEMENT CAD MAP FILE PLOT FILE REFERENCE: NAME: F-1390 Layout1.plt O RED
~ OU SEAL
= 1972 = 87 = CORPORATE OFFICE BRANCH OFF BRANCH OFFICE 09124" EAST SANITARY SEWER REPLACEMENT PROJECT NO.: 1-09-0301-4711 SURVEYED BY: DCA
S % 109 East Walnut 120 North Main Street 109 East Walnut Stre P. 0. Box 1776 et TOWN OF FAR VILLE DRAWING NO.: 12 COMPUTED BY: CAJ w
c + % T ~ V %9 ,N P. 0. Drawer 49 P. 0. Box 17' - _ ,GIN `1` Farmville, NC 27828 Goldsboro, NC Goldsboro, NC 27533 SCALE: H 1"=40' V 1"=4' DRAWN BY: MW/BW W
0 A. ,J~ Telephone: [phone] Telephone: (919) 7 Telephone: [phone] PITT COUNTY NORTH CAROLINA _
0 J tl ~~~11 ~I I I I Itlttt\ 'III I I Illttt Facsimile: [phone] Facsimile: (919) 7i Facsimile: [phone] DATE: February 18, 2009 APPROVED BY. CAJ (J)

_ , 4
I
I
i
~I ill

f

PROPOSED
SILT FENCE TO BE PLACED ALONG LIMITS
PO ,y ~ ~ OF CONSTRUCTION
~0
s6 ry~
DRAINAGE DITCH a° EXISTING 16:1 MH-1694
STA. 82+66,15 J RIM=77.69 30' EXISTING EASEMENT 6~ 61
16 BENCH=72,11' 16''.~~ 11• 9 0 INV. (N)= 70.78' 24"RCP 1 1~' x 10 16
30' EXISTING EASEMENT 1~`~ g'S ry6 16~ 16. INV. (S)= 70.66' 24"RCP 90 ~ 1611? ~ 1
6ti 6 ~ 66 k' 1 r x ~
h6 16. 616 ti~ 6~ 9y 666 16. ,n• 1 06 , 61 1yy 1k' 16 1 1° a• 1 , 9 0 ~1
1 ' 1 1h' K . . ~ A hry °o ~1 111 911` ~ 11.
1 'h x ~ 6ryp v y, 6?Q J 1ti 16g V 61., 6~01~, m 11ry m . .
o ° $ $ 666 $ ry ° .r'h 1° h6 ° 16 x 66 1611^ , ~ 0'` 6~h ~ 16 ~ ~ ` 166 16. q0
o 'h6 0 1 ~ ~ 6. ,(1 16 16 16 1 '(\16 66 11•,\1 1 '1'
66
1~` 1ti 0 ti6 ~ 1696 ke
16~ 6~ 16~ ry6 ti 16 6~j° 1 11h 16 6 19 CONSTRUC1101N LIMITS ~IS1B95 i 11•
1 EXISTING STA. 85+64.85
EXISTING MH-1693 MH-1692 STA. 79+90.88 RIM=79.04 I 111 BENCH=72.D3'
STA. 76+54.86 RIM=76.53 RIM=77.27 BENCH=71.74' INV. (N)= 71.00' 24"RCP INV. (S)= 70.96' 24"RCP
BENCH=71.49' INV. (N)= 70.48' 24"RCP NV~M 73.93 I PROPOSED
INV. (N)= 70.21' 24"RCP INV. (S)= 70.49' 24"RCP PROPOSED PROPOSED PROPOSED INV. (s)= 70,22' 2a°RCP ~ MANHOLE-2484
MANHOLE-2482 MANHOLE-2483 MANHOLE-2481 STA. 79+90,88 STA. 82+86.15 STA. 85+64.85
STA. 76+54.86 RIM = 78.90 RIM = 78.80 RIM = 77.50 RIM = 79.50 ~ INV. OUT (N) = 71.00
INV. OUT N = 70.53 INV. OUT (N) = 70.78 INV. OUT (N) = 70.26 O _ EXISnNC ~ INV. IN (S) = 71.00
_ 6 INV. IN (S) = 70.53 INV. IN (S) - 70.78 INV. IN (S) - 70.2 4" FORCE MAIN ~ 4" F.M.
~ INV. = 73.93 I
I
I
I
I
I I
I
I
I
i
I
0 48 gg
NO 24 2 H 0 ' 48 88 M 481 _ i
IN OU = 70.3 I V UT (N) = 0.71 I V T N) 7 .2 _ UT (N) = 0.7 I V T N) 7 .00
4' F. H6
86 I V. 7 .93
84 84
ro d~
t0 82
82
ro
a u~i 80
80 N Q
h rn 78
3 ~ 78
cri
N - - - - - - -
~ 76 - - - " -
N ~ - - Q - - 74
w ~ 74
G "R ®.12 IS G2'RP® .O6
Q IS11N 4 - IS G2"RP® .08 72
~ 72
r 0 - POP SE 2 S NI R SE R ~ . 8 RO OSE 2 " ANI AR SE R ® a 70
70 E R 0. 8%
0
Z 68
% 68 ROOSD " AKE 0 " RO S 6+ 0
. " p ' 66
ND 4 SA ITA Y EWE ~ 66
' N 0 F 2 " ANI AR SE R (0 6) 64 "
64 2 A DI M NH LE WI RIG C VE (6 8)
< rn 0 w " " 62
D 4" SA ITA Y WE
E 62 'o
60
60
d-
I 58
0 58 O
I 56
rn ~ 56
0 N
Q ~ MH 1692 H-i 93 MH 169 ~ 169 MH 1695 54
J a 54 RIM 77 69' I ~ RIM 77. T IM= 8.53 B CH= 7211 d 77 69' RIM 79. ' CH= 72.11 BEN H= 2.0
~ BEN H= 1.49 EN 7174' INV N 70.6 2 RC I V. 0.48 24 CP Op ~ INV. N ®70. 2 RCP INV (S) 70. 6' 2 `RC i N 70.6 2 R INV. N= 71. 24 RCP I (S) 70. 6' 2 `RC INV, (S)= 70, ' 2 RCP 52
Q INV, (S)= 70.2 ' 2 RCP I V. O_ .49' 24` 52 INV. = 7 .93
v~
c ~ o 50
I O 50 x N +00 84+00 85+00 86+00 87+00 88+00
a~0 77+00 78+00 79+00 80+00 81+00 82+00 83+00 Q ~ 76+00
CAD FILE DIRECTORY: W: \D8xx_gen\D84x_eng\D8471D\2009-0301 r
~ REVISIONS a m r
Q \\tunn??// \+?Tlnm I \ / N0. DATE DESCRIP110N ~ C x so ca AVi ASSOCIATE` s c NfcD OC(ATES, ~C. FARM EAST 24 SS CAD DWG FILE NAME^ P013-Farm East 24SS.dwg ~
r_
L/10/V7 10 mcIVUe rrcuunuZi 's . V V Engineers Planners Lang
o INC. o (D l.:3 SEAL :C-)_ = ners Land Surveyors CONTRACT NO.1- 24" SANITARY SEWER REPLACEMENT UAL) VLUI Mt NAMt: Layouri.PIT 0 MAP FILE REFERENCE: F-1390 RED
CV) 09124" EAST SANITARY SEWER REPLACEMENT PROJECT NO.: 1-09-0301-4711 SURVEYED BY: DCA
- 1972 - 8 lot: z z CORPORATE OFFICE BRANCH 0FR BRANCH OFFICE
120 North Main Street 109 East Walnut. P. 0. rawer 49 P. 0. Box 177 109 East Walnut Street TOWN OF FAR MLLE DRAWING NO.: 13 COMPUTED BY. CAJ W P. 0. Box 1776
.C (D Farmville, NC 27828 Goldsboro, NC 2' 0 0 ii MV ILLE+ Telephone. [phone] Telephone: (919) 72 Goldsboro, NC 27533 SCALE: H 1°=40' V 1"=4' DRAWN BY: MW/BW =
n J a ~~~rhllli111111 I~IIIIIIIIt1111 Facsimile: [phone] Facsimile: (919) 73 Telephone: [phone] PITT COUNTY NORTH CAROLINA Facsimile: [phone] DATE: February 18, 2009 APPROVED BY: CAJ (n

,9, , ' PROPOSED
SILT FENCE TO BE
PLACED ALONG LIMITS OF CONSTRUC110N
DRAINAGE DITCH
0~. ~ EXISTING MH-1695 Pa EXISiiNG
STA. 85+64,85 V~ ~ MH-1697 RIM=79.04 GR STA. 91+30.87 110,,6 11'~N
BENCH=72.03' ~G RIM=78.29 k
y5p INV. (N)= 71.00' 24`RCP DRAINAGE DITCH BENCH=72.77 11 ~6 161 INV. (S)= 70.98' 24"RCP INV. (N)= 71.49' 24"RCP 30' EXISIING EASEMENT
1 INV. S = 71.43 24"RCP k y~y ( ) 1 g. SEMENT EXISTNG fARMVILLE
p6 y h 1 y61 k pe, k ~ 1y 1111 111y 1yy 6y 1y yg 11 y~~ 626 CONSTRUCTION LIMITS 2 Ts" FORCE MAIN
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g1 9y j 11 • ~ 16
j y9 x16.
j 11' 6ti 1 k~ 11 60 p 1 j p~ 11 • 166 119 16. 1662 p,8
j 96 11. EXISTING PROPOSED 1 16'6 11 ~
6• EXISnNC PROPOSED 1 1g 1 MH-lsss PROPOSED M NO. 2486 MH-1696 EXISTING STA. 94+17.38 MH NO 2487 MH-2243 PROPOSED 16'9
~ 11 STA. 88+44.10 0 RIM = 78.50 j 11 RIM=79.21 RIM = 79.60 INV OUT /N = 71.45 RIM=78.55 RIM = 78.60 STA. 96+95.53 EXISTING BENCN=72.87 INV OUT (N) = 71.68 BENCH=73,09' RIM 0 78.63 GREENE COUNTY
1 BENCH 72.30' INV OUT N = 71.22 ` j INV. N = 71.13' 24"RCP (J INV IN $ = 71.45 INV. (N)= 71.71' 24"RCP INV. (N)= 71.85' 24"RCP T2" FORCE MAIN INV (s)= 7T,7r 24"RCP INV IN (S) = 71.68 INV. (s)= 72so' te"oIP INV OUT (N) = 71.90
O INV IN (S) = 71.22 ( ~ j INV. (S)= 71.21' 24"RCP INV (s1~= 73a2' T2° f.M. INV IN (SW) = 73.12 12° F.M. INV IN (S) = 72.60 16" DIP F.M.
j 1 E>asnNG
r GREENE COUNTY 12" FORCE MAIN
r
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j
j r
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t
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M . 2 85 MH NO 24 6
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IN I (S = 71.2 _ - 88
IN IN S) - 1.4 I V N O 71 68 I I V I 72.0 6° IP ,M.
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~ ~ 8 NCH 72.3 ' RIM 18. Op M = e CH= 2.77' IMF 6.55 Ms7 63
~ 52 IN . (S = 7121' 4"RC EN =72 67' CH 73. 9'
~ INV (S) 71. 3' 2 'RCP C ~ NV, S)- 1,71' 24" CP I V. ()®7 .80' 18"D 52
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X ~ \\\II SO 7/// \`\11 77 N0. DATE DESCRIPTION o s e~ caR ~ 'Ap`~''n CAD FILE DIRECTORY: W:\DBxx_gen\D84x_eng\D847J..D\2009-0301 ~
o ~ ~ . , . ~ ,.~.a . 1 2/18/09 Ta Include wPtl~n~~ McDAVID ASS®CIATES )CIATES. ~I tl FARM EAST 24 SS CAD DWG FILE NAME P~14-FARM FAST 94SSdwn r
o
INC Engineers • Planners Land lers Land Surveyors CONTRACT NO.1- 24" SANITARY SEWER REPLACEMENT CAD PLOT FILE NAME: Layoutl.plt 0
SEAL : 0 _ = L 1972
CORPORATE OFFICE BRANCH OFFIC c 120 North Main Street 109 East Walnut St 09/24" EAST SANITARY SEWER REPLACEMENT MAP FILE REFERENCE: F-1390 RED ~ BRANCH OFFICE PROJECT NO.: 1-09-0301-4711 SURVEYED BY.- DCA r
a o p r~9,A n,,,N +,,,,,,,r P. 0. Drawer 49 P. 0. Box 1776 109 East Walnut Street P. 0. Box 1776 TOWN OF FARMVI LLE DRAWING NO.: 14 COMPUTED BY. CAJ w
D J 0. 'ri~MViLLE, r S A. ,jQ~ Farmville, NC 27828 Goldsboro, NC 2T Goldsboro, NC 27533
~~IUII I I IIj111~ ~~~Jlltl l lllUl~~ Telephone: [phone] Telephone: (919) 736 Facsimile: [phone] Facsimile: (919) 735• 'elephone: [phone] PITT COUNTY SCALE: 1°=40' DRAWN BY. MW BW W =acsimile: [phone] NORTH CAROLINA ~
OWN I DATE: February 18, 2009 APPROVED BY. CAJ (n

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1606
i
I i
PROPOSED 4~ i I
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OF CONSTRUCTION x96 x 1
G I 1
1 EXISTING ~
tiQ MN-AIR RELEASE i
6p 1h EXISTING 0'` 11• 66 1hry~ STA. 107+0214 ~ 6~ 11. EXISi1N6 RIM=76.56' I ry fARMV1LlE
MH-2243 ST . 98+95.53 IXISTING try x 1 x ry ~16" FORCE MAIN I ~ x16. ' v~ 1b0~ ~
RIM=78.63' MH-AIR RELEASE p STA. 99+30.43 g~ 111 16 x1' BENCH=73.09' EXISTING g• ~ 1 b i
INV. (N)= 71.85' 24"RCP FARMVILLE RIM=76.35' bb0 11b~' 11, 1$x1ry~ ry ti~ lpryb 16~ry I
INV. (S)= 72.60' i6"DIP b i6" FORCE MAIN bb 1 1b• 1 $ 1b' yy9 11ti 1b. , 1b6 6$ I 1a' x 'S I
111b9 x Wpb Epp 1,1 x19 SEMENT ~1b9 1,~. 9 gy yL g1 1~. 19 x1a 06 i 1~' y' I
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19~ MH N0. 488
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IN O 12" FORCE MAIN
1~~ry CONSTRUC110N LIMITS INV IN (S) = 72.60 16 DIP F.M.
EXISTING
GREENE COUNTY
12" FORCE MAIN
88
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~ t` ~ = REVISIONS , r
~ L r ?lllllt/ 11j1111111t/r p, DATE DESCRIPTION a~~ S®\jI a I r r N VID AS ~ cA ~SOCIATES, INC. FARM EAST 24 SS CAD DWG FILE NAME: P015-FARM EAST 24SS.dwg CAD PLOT FILE NAME: Layout1.plt ~
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To Include Wetlands 1 2/18/09 x Y Engineers Planners v :3 Planners ® Land Surveyors UUN I KAU I IVU. I - L&F C)rNIVI 1 nt® 1 vt-vv- % 1 -1 MAP FILE REFERENCE: F-1390 RED
?OR, INC. "
09/24" EAST SANITARY SEWER REPLACEMENT PROJECT NO.: 1-09-0301-4711 SURVEYED BY: DCA
o a) _ (j Z SEAL - A :3 CORPORATE OFFICE BRANCH 3 t- - 1972 8 - _ 109 East W BRANCH OFFICE 109 East Walnut Street TOWN OF FA MVILLE DRAWING NO.: 15 COMPUTED BY. CAJ W
120 North Main Street P. 0. Drawer 49 P. 0. Bi 9 P. 0. Box 1776 W
CD • • AN % Farmville, NC 27828 Goldsboro, Goldsboro, NC 27533 NORTH CAROLINA SCALE: H 1°=40' V 1"=4' DRAWN BY: MW/BW = Telephone: [phone] PITT COUNTY DATE: February 18, 2009 APPROVED BY. CAJ to
0~ Telephone: [phone] Telephone: (c 3 0 ,J M~~LL~' !h A. , 11~ Facsimile. [phone] Facsimile: (9 Facsimile: [phone]
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WIN

SD031503 20040720 SD031508 20080225 20040720 SD030011R
a a ~
DOUBLE STRAP FLEXIBLE PIPE
11 1 /2"~ FLOW ON ass HEAVY DUTY CASTIR '^y' TO MANHOLE CONNECTOR SLEEVE
CLEANOUT BOX FRAME & COVER r r
65 POUNDS MINIMUM TOTAL WEIGHT d EJ-°--r~. ' . e ~ "
q e`
PROVIDE CLEANOUT FRAMES & COVERS WHEN REQUIRED BY A ~
W 12 1/2"~ SPECIFIC BID ITEM IN THE BID FLO m
11 3/4"~ N SCHEDULE
WYE FITTING OR CLEANOUT STACK ~ r a N z
WYE SADDLE 11 "0 MANHOLE OLE N ,S w
STEPS a ~
~ : FORMED `
° WYE FITTING OR a . . WYE SADDLE CLEANOUT STACK CHANNEL ° ~ MANHOLE CONSTRUCTION NOTES 9
REMOVABLE IN INVERT o 1. CONSTRUCT INVERT AND BENCH WITH CONCRETE OR MASONRY FILL. PARGE OVER m
PLUG OR CAP e 45' BEND CEMENTED TO SURFACE WITH NON-SHRINKING MORTAR OR GROUT A MINIMUM OF 1" THICK. SLOPE F
4 PIPE BENCH AT 1.5" PER F00T TOWARD INVERT CHANNEL. g ' e ~ ~
° 4 . . , L~, 2. FILL ALL LIFTING HOLES AND PARGE OVER WITH NON-SHRINKING MORTAR OR GROUT A o ~
SEWER MAIN ~ MINIMUM OF 1" THICK. DOUBLE STRAP FLEXIBLE PIPE
PLAN VIEW R/W REMOVABLE TO MANHOLE CONNECTOR SLEEVE 3. COMPLETED MANHOLES SHALL HAVE NO VISIBLE LEAKS. a
PLUG OR CAP . 45' BEND CEMENTED TO 4. ALl SANITARY SEWER MANHOLES SHALL BE PRECAST CONCRETE. ~ N
PIPE FLOW
5. INTERIOR OF ALL MANHOLES SHALL BE COATED WITH CONCRETE PROTECTIVE LINER (CPL) a OR POLY-TRIPLEX LINER WITH URETHANE RESIGN COATING. Z
SEWER MAIN GROUT RING IN PLACE 6. EXTERIOR SURFACE OF EACH MANHOLE INCLUDING ADJUSTING RING SHALL BE GIVEN TWO
~ PLAN VIEW RING AND COVER R/W
(2) COATS OF BITUMASTIC COAl1NG FOR WATER PROOFING. TOTAL MINIMUM DRY FLOW N THICKNESS SHALL BE 12 MILS. ~ $
CLEANOUT PLUG FLOW PRECAST CONCRETE EXTENSION m 7. THE EXTERIOR OF MANHOLE SHALL HAVE JOINT SEALANT MEMBRANE. THE JOINT Z
.:3•.~ . ~'r~i: ;h~ , RINGS AS REQUIRED SEALED WITH Z ° ~~`°y` NON-SHRINKING MORTAR MEMBRANE SHALL BE 6" WIDE CAPABLE OF SEALING JOINTS AGAINST INFILTRATION. ~ ~ M n M fA W ~ ~ , ~
I S'° ~
GROUND SURFACE CLEANOUT PLUG IN ' 8. AlL REPLACEMENT MANHOLES SHALL BE ORDERED FROM FIELD DATA OBTAINED BY THE ~ c u~'. ~ N ~ ~ CONTRACTOR INDICATING SIZES AND LOCAl10NS (ANGLES AND INVERT ELEVATIONS) OF All W ~ o ~ o z
\ \ ° ~ i~y \i r\ \ ~ CAST IRON BOX ON a . ~ ` PIPING CONNECTIONS. F"' _ ~ m o ~
` \ \ \ BRICK SUPPORTS \ / / . e'. • Z NOL C ~ 9• ALL SANITARY SEWER MANHOLES SHALL HAVE WATERTIGHT TYPE COVERS AND 4" DUCTILE ~ ~ w n: v t ,E
\ \ ? GROUND SURFACE IRON VENTS TERMINATED WITH TWO FLANGED 4" 90' BENDS AT ELEVATION 2° ABOVE V ~ m o o ~ ~
~ a a \ d' U MANHOLE FLAT TOP. ® ~ ~ ~ u U
45' BEND o i ~ •I a d a , NON-SHRINKING MORTAR OR ~ GROUT OVER JOINTS ~ d
i~ - e (MIN. THICKNESS = 1")
/ fn e 45' BEND WYE FITTING TAPS SHALL BE 4" SIZE UNLESS SHOWN OTHERWISE. ? w ~ ~ i e. •
TAP MATERIAL TO BE AS SPECIFIED IN THE BID ~ a
" R FOOT MINIMUM SLOPE SCHEDULE AND SPECIFICATIONS. 45° BEND o > 1 4 PE MANHOLE / i STEPS ILE a s a.
WYE FITTING 5'-0" _
45' BEND DIAMETER _ 5~-0" ® c DIAMETER W
• " 1 4" PER F007 MINIMUM SLOPE 1 _0 / BENCH Q/ o BENCH v m N N n
MIN. \1,~NIIIPII/)~~~ `~,11111111l1l~~ uLL. N v % ~ M
p,SSOOjq ~N CAR o ~ ~ N ti

MIN. ;•~':..a,,°:.;~,:.<:.:: ELEVATION ' ` SEWER MAIN ~ ' a : r(.:,.... ~ t V . : 1. ; a Z 0 > c _
. A, MIN. , ' f, . ~e e.•.0e~~~e ~a d° :~c SEAL .n_ - S _ o:vd Er~E 1972 871 ° ~ LL ~
TAPS SHALL BE 4" SIZE UNLESS SHOWN OTHERWISE. e~ebPo^~°.~:, o~4;a°°•~ ,°•°~1 °^Y° o ° :°r 8,~~°°~°'r 8 ° °8~°a ~81a8~ I ~ S ~ ~ Z % ~ / ~ ;V ~ V M F ti °%oelfl ooo: ryi~°°°^ . °°•e,°°°° °o~',° °•°d°•°••°s° i i ~ i 'S7 i ~^'v ~ ~
TAP MATERIAL TO BE AS SPECIFIED IN THE BID oz ~ c~•~•
ELEVATION ' ~ ~ ~ .~~°~~•I~. ~°.°.~°a;~•:.: ~o,° SCHEDULE AND SPECIFICATIONS. SEWER MAIN ° ~ r $•°°°e°o a A°s•00~a°, °,~°°a°4oa°•°~~~° f~•i°•e~° °°0°•°°0i ° °°°e°e o° $°°°00e•°0e°e~°°00e a°a°~e~eev°°~le°aev°<°00 °ob° °~1 s a>•~,~•>;~•° ~ ,1~°; °••1•;. ° . ; ~°~0 1 N0. 57 STONE BEDDING //~i~MVILLE ~ //~~i~S A. ~~~iin n l m~~~` ~~~~iri I I I11+~~~~
0
5 RV E EWE Y NITA A VI R ER Y TAR N 5 FOOT DIAMETER FLAT T RECAST O CRETE MANHOLE o~
o° - Y U m U
SD030011R2 20051125 SD030530 08 7 20080225 99 2 SOi05000 20041217 SD100520 ~ o
MARKED "SANITARY SEWER" OR O C } ~ m 0] 01
rn "STORM SEWER" ACCORDING TO USE 3 c u ~ ~ m ~ 3
DOUBLE STRAP FLEXIBLE PIPE d, C ~ a ~ a
TO MANHOLE CONNECTOR SLEEVE O o o FOUR (4) 1/2"~ DRILLED AND 'HOULDER WITHIN TWO FEET j c°~ U=i U o 4
I _ TWO (2) PICKHOLES TAPPED HOLES EQUALLY OPERATIONS ON SHOULDER WI `y SPNITg91- SEE DETAIL BELOW SPACED 90' APART f7-=-'-*j ~ GROUT DGE OF PAVEMENT ON T 0
OF E CHANNEL ;MENT ON TWO-LANE ROAD ~ c " ~ ~ a
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c ~ SEW tiP o o m 3 M~ rn O
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~ ° FOUR (4) 5/8 0 BOLT ~p NANO PLACED BACKFILL SHALL CONSIST OF: r w w w ~ ~
FORMED HOLES EQUALLY ~ ° SPACED 90' APART c CHANNEL CLASS I - ASTM C33 N0. 57 GRADATION STONE, a ~ ¢ z o CLASS II OR III - ASTM D2487 - U.S.C.S. ~ z Z ~ ~ ~
o IN INVERT N " ~ i COVER PLAN VIEW o SOIL TYPE GW, GP, SW, SP, GM, GC, SM OR SC. ~ J ~ w
o O Z Z H m
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d~ J~ ® CONES/DRUMS /
' FOUR 4 1"0 HOLES ON Q
o " O DOUBLE STRAP FLEXIBLE PIPE 30 0 BOLT CIRCLE EQUALLY FcaG~aN Z
U TO MANHOLE CONNECTOR SLEEVE SPACED 90' APART A9AXIMUM'3i / COVER SECTION MINIMUM=S. A9AXIA4UM= 3004 / / ~ iUINIMUAI=S00 m FLASHER 0
rn ~ W v
- 3 RING PLAN VIEW TRAFFIC CONTROL SHALL a AT A MINIMUM COMPLY VdlTH y siGN W ~ ~
~ MINIMUM WEIGHTS PART VI OF THE "MANUAL
N VER GROUT RING IN PLACE RING - 175 LBS m RING AND CO COVER - 125 LBS ON UNIFORM TRAFFIC ~ T Z ~ Z U W z
d- o o CONTROL DEVICES ANO ANY ~ TOTAL - 300 LBS N SUPPLEMENTS PU8U5HED BY ~ ~ ~
N t.,. PRECAST CONCRETE EXTENSION THE NCDOT ,:;~xY' '~n';^ RINGS AS REQUIRED SEALED WITH
W ~ 25 1 4" , ~AxiMUN=3oop c, W
-S RINKING MORTAR a / s MAXIMUM- . NON H ~ MINIMUM r~iNlluulu = 50o Z ~\j ~ J ~
E ~ a ~ L T; ~ a • o o r, 23 3/4" 4 o°o°o°o°o°o°o°o° °o°o°o°o°o°o°o°o° Q ~ W tll ~ ooooaoo nooooaoo / ° o ° o o°ooooo ono°ooooo°ooooo° ~ m o~o~o~$~o°o°o°o BC °S°o°o°S°o°a°o° v W W W~/ J
LL a P' ~ ~ ~ : i' oaopoooQOOOpooo noooooooaoo°ooo Q1 LL _ n°0°0°°°0°n°n°0 nn°0°0°n°0°°°°° 0
~ . ` , ~ J FLAGk1AN oo°oooao 00000000 W ~ ~y / oo°ooo°ooo°ooo°o °o°ooo°o°°°o°o°o
d' I ~ ; NON-SHRINKING MORTAR OR COVER BOTTOM AHEAD o000000o aaooooo0o Z W / °o°o°ooo°o°o°o°o°o o°a°n°°°o°o°o°n°o°o ~ 0°o°°0°DO°DODO°OO°o°o°°°o°°tloO°DO0o0o0°0°O o ~ / °o°o°o o°o°o°o°o°o°o°o°o°o°o°o°o°o°a°o°o°o
GROUT OVER JOINTS O 000 000000000000000°0
' M MIN. THICKNESS = 1" „ O ( ) FOUR 4 1 2 X 2 LONG O / o ooooo° c00ooooocc°0°c°o°c°n°o°c°o°c°°ooooo V ~ W / / ~ Q ~ QLI_
~ II STN. STL. HEX HEAD BOLTS iv N 20 1/2" m z i- F'
~ ~ WITH STN. STL. WASHERS ~ ~ ~ w ~ r ~ ~
N ~ ° n " / ~ 33 m~. ~ ~ Q UTIL! V (n
o E AN6Ap ~
a ~ " : ~ _ ~ 5 -0 = ~ a DROP STRUCTURE _
u? DIAMETER " ao' r 1/8 THICK FLAT GASKET RING SECTION BEDDING MATERIAL SHALL CONSIST OF: N (A
p ~ GROUT ? ' BENCH CHANNEL y BEND CLASS i - ASTM C33 N0. 57 GRADAl10N STONE. Z ~ F L!J ~
~ N ~n 4 c BOLTING DETAIL (~~Q
~ I o ' y,, , ' FLEXIBLE MANHOLE ~ W
' ' ~°r"~--:,.w,t•,.,... e.. • ~ SLEEVE RING AND COVER CONTACT SURFACES SHALL BE MACHINED ~ y =~;";:'aN~,,,;;^°°.; ~ TO ENSURE EVEN BEARING OF COVER ON RING.
MIN. , . Il1A/ r~':'.`Jw'.etn1't~~.'i!•+'T:x•~i~~ti ~ti~i:?'r'~iy~°.;.: ri. A:•L-~}'w~~1•~ir SANITARY SEWER PVC STIFFNESS 115 SDR 26 PIPE U N
/ ~ ~ , " RING AND COVER WITH GASKET AND BOLTS SHALL BE - . a "e' ~ ~ ! e EAST JORDAN IRON WORKS PRODUCT N0. 42384070, CLASS "I" STONE BEDDING TO PIPE CENTERLINE ~ ~
Q1 'L . ` ~ 'i ~ o• a~•~e~~~~, off,°b I ,~oA°°,epp~°~, ~ ° o a~~ f° a ° o; , °~o I l4 .~~I•° p U. S. FOUNDRY 669-KL-BWT, OR EQUAL AS APPROVED iF TRAFFlC ENCROACHES INTO OPPO CHES INTO OPPOSING LANES, MORE ~ ~
I Q °,o~~° BY THE ENGINEER. x Z e~ ,r°~.•~°°.°~° ~or,°° g~°8?e • gr°••.~ ~°.,g,°~gso~. ,•°9^~ ,,,o°,;•.~• EXTENSIVE SIGNING IS REOUIREO W IS REQUIRED N BOTH DIRECTIONS, Z
x ~ ~ .I s ~.°~~.~°s~l :~a~~.~~~1 s°°~~:.~::~~a.~~.c~~•°~°.°'~~°~°~~~~ta~~~ - PICKHOLE SECTION einNG WITH A FLAGMAN. icraaN. 0 n
Q 7 O' °vA~B 8 Ebro g o ; .0.o~%e' a E a ; o°.°~"•° ear ` a egr: 'e b g N0. 5/ 510Nt ULUUINU U v
00-0
~rJ0 a
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DROP MANHOLE o T DIAMETER LF 0 T TRAFFIC C CONTROL ~ PVC STIFFNESS 115 SDR 26 PIPE SANITARY SEWER G
L _ I F MANHOLE DPR ~Jd SHEET 16 OF 17
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20041215 SD071000
50' MINIMUM
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TEMPORARY GRAVEL °oo W CONSTRUCTION ; , ° ~
ENTRANCE/EXIT ~
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PROVIDE SMOOTH TRANSITION BETWEEN o F STABLILIZED CONSTRUCTION ENTRANCE
50' MINIMUM AND PUBLIC ROAD. ~
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CONSTRUCTION SPECIFICATIONS ~ ~
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STONE SIZE -USE WASHED STONE 2" - 3" SIZE.
LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
THICKNESS -NOT LESS THAN SIX (6) INCHES. , ~
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WIDTH -NOT LESS THAN FULL WIDTH OF ALL POINT'S OF INGRESS OR EGRESS, MINIMUM 14 FT. ® W
WASHING -WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO V M N
ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON ~ cWi a N N ~ lL++~cOM ' AN AREA STABILIZED N1TH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP a ~ v n u, ~
OR SEDIMENT BASIN, ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, 0 ~ m N n n w f0 3Ucv^
DITCH, OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS OR OTHER ' H ~ ro Z u~ ~ APPROVED METHODS. b ~ ~ p a~ V
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MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT ~ ~ v a E 2;E TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE ~.u" ~ o M ~ a~ ro
PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR ~ ~
CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, I
WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.
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N~ Z W NOTES: 0 W ~
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E q ' 1. FENCE FABRIC SHALL BE A MAXIMUM OF 32 ~ ~ a ~
0 INCHES iN WIDTH AND SHALL HAVE A MINIMUM ;
~ OF 6 LINE WIRES WITH 12" STAY SPACING. ~ lJJ W ~ i
~ ~ = 2. SYNTHETIC FILTER FABRIC SHALL BE A MINIMUM ~ W ~ WIRE o = _ ~ ~ OF 36 INCHES IN IDTH AND SHALL BE
f 0 FILTER u SECURELY FASTENED TO THE WIRE. Z } j I N W ~ 7~
a FABRIC a m ~ 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND Z ~ W ~ BE OF THE SELF-FASTENER ANGLE STEEL TYPE. ~ Q ~ ~
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rn 0 / 4. WOOD POSTS SHALL BE 5 TO 6 FEET IN ~ / HEIGHT AND 3 TO 4 INCHES IN DIAMETER. L~Q.. Z ~
0 N WIRE FABRIC SHALL BE FASTENED TO WOOD Z Q Q ® i
a E JI Q 4" WIDE X 8" DEEP POSTS WITH NOT LESS THAN 1 1/2" LONG LU ~ 1-
CONTINUOUS TRENCH #9 WIRE STAPLES. ~ Z c~ WITH WIRE FABRIC 5. SILT FENCES SHALL BE INSTALLED AROUND ALL W N ~ '
~ ~ ~ ~ 00 N AND WIRE EXTENDED ~
O O INTO TRENCH WITH CATCH BASINS AND DROP INLETS. ~ r ~ ~ COMPACTED BACKFILL 6. SILT FENCES SHALL BE PROVIDED AS ~
C NECESSARY TO PREVENT EXCESSIVE EROSION. O Z W
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X 1972 _ ;-O s_ $7~ ® n
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