20041579 Ver 1_Site Plan_20040927

GENERAL NOTES:
N 0
B F N w
I. CONTRACTOR SHALL ABIDE BY ALL LOCAL AND STATE LAWS AND/OR N
ORDINANCES TO THE EXTENT THAT SUCH REGULATIONS DO NOT CONFLICT ~ > C7 J O
WITH FEDERAL LAWS OR REGl1LATI0NS. 16. TOPOGR 2. AN ATTEMPT TO LOCATE EXISTING UTLITIES HAS BEEN MADE DURING UTILITY INFO ~ ~
TOPOGRAHIC SURVEY PREPARED BY TITAN ATLANTIC. SUBSURFACE
-ILITY INFORMATION PREPARED BY TITAN ATLANTIC. GEOTECHNICAL ~ F =
PROJECT DESIGN AND THE INDICATION OF SUCH IS FOR THE USE OF INFORMATION =ORMATION PREPARED BY GEO SOLUTIONS, INC. SUBSURFACE UTILITY J J "
ENGINEER DURING DESIGN AND CONTRACTOR DURING BIDDING. AND GEOTEC JD GEOTECHNICAL INFORMA PION CAN BE FOUND IN THE PROJECT
CONTRACTOR IS RESPONSIBLE FOR LOCATING BOTH ABOVE AND BELOW MANUAL. c~ c~ o
GROUND UTILITIES AND CONSTRUCTING THE PROJECT WITHIN THOSE 17. ACCESS
EXISTING UTLITIES. NO ADDITIONAL PAYMENT WILL BE MADE FOR DELAYS, THE EXTENT ACCESS TO EACH RESIDENCE SHALL BE MAINTAINED AT ALL TIMES TO
WAGES, EQUIPMENT COST OR OTHER EXPENSES OUTSIDE OF INSTALLED HOURS PRIO MATERIAL COST AS LISTED IN THE BID. MAINTAIN AC IE EXTENT POSSIBLE. CONTRACTOR TO CONTACT RESIDENTS AT LEAST 72
iURS PRIOR FOR PARKING ARRANGEMENTS. CONTRACTOR SHALL
~INTAIN ACCESS TO ALL PROPERTIES WITH IN THE LIMITS OF N Z
3. CONTRACTOR SHALL GIVE WRITTEN NOTICE OF CONSTRUCTION START CONSTRUCTI DATES (COPY TO THE ENGINEER) TO ALL HIGHWAY DEPARTMENTS, 18. OVER WE )NSTRUCTION THROUGHOUT THE LIFE OF THE PROJECT. z o a
J
MUNICIPALITIES. OR PUBLIC SERVICE ENTITIES WHOSE POLES, WIRES, PIPES, PAVEMENT C .OVER WEEKENDS AND HOLIDAYS COLD PATCH SHALL BE USED ON ANY ~n a '
CONDUITS, SURVEY MONUMENTS, BENCHMARKS, OR OTHER STRUCTURES DUE TO DEL MAY BE AFFECTED BY THE CONSTRUCTION ACTIVITIES. UNLESS OTHERWISE ~VEMENT CUT TO BE PATCHED ACCORDWG TO PAVEMENT PATCH DETAIL a w
IE TO DELAY CAUSED BY ASPHALT PLANT OPERATIONS. a , w
APPROVED. ALL UTILITIES, DRAINAGE, STRUCTURES, ETC. SHALL BE KEPT 19. THE C0 OPERABLE. ANY DAMAGE OF THE AFOREMENTIONED STRUCTURES SHALL BE ACCORDANCE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC IN ¢ ~
REPAIRED OR REPLACED AT THE EXPENSE OF THE CONTRACTOR. KNOWN TRAFFIC C0 UNDERGROUND LINES ARE SHOWN ON THE DRAWINGS FOR INFORMATION NCDOT.APPR ONLY. THE CONTRACTOR SHALL HAVE ALL KNOWN AND UNKNOWN PIPES, DURING TIME LINES, ETC. LOCATED BY CONTACTING EACH OF THE FOLLOWWG ENTITIES ;CORDANCE WITH THE REQUIREMENTS OF THE MANUAL ON UNIFORM ~ m
'AFFIL CONTROL DEVICES, IATEST REVISION. AS PUBLISHED BY "
:DOT.APPROPRIATE LENGTH OF MEDIAN BARRIER TO BE INSTALLED N ~ z IRING TIMES OF OPEN TRENCH NEXT TO TRAVEL LANES.
FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING: 20. CONTRA N.C.ONE CALL CENTER APPROXIMAT PHONE " I-800-632-4949 CONTRACTOR CONTRACTOR SHALL AVOID DAMAGE TO SEPTIC TANK DRAIN FIELDS.
'PROXIMATE LOCATION SHOWN ON PLANS. IF DAMAGE OCCURS,
iNTRACTOR IS RESPONSIBLE FOR REPAIRING DRAIN FIELD WITH A LEAK-
'EE METHOD. NO ADDITIONAL PAYMENT WILL BE GIVEN FOR REPAIRS.
REQUIRES A MINIMUM NOTICE OF 48 HOURS FREE METHO THE CONTRACTOR SHALL ALSO EXCAVATE AND EXPOSE ALL EXISTING 21. DISTURB UNDERGROUND SYSTEMS NEAR THE PROPOSED WORK IN ADVANCE OF FOLLOWING TRENCHING OPERATIONS. RATE 120 L 4. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE CHAPEL CONSTRUCT
DISTURBED AREAS TO BE GRADED, SEEDED AND STRAWED IMMEDIATELY Q~
ALLOWING TRENCH CLOSURE. USE TALL FESCUE OR K-31 AT PLANTING
~ ~ E f ,TE 120 LBS/ACRE. ~ ~
z m Y a
O O U Q :ONSTRUCTION SE~UENCEc
HILL PUBLIC WORKS DEPARTMENT AND DUKE POWER WITH REGARDS TO I. AFTER UTILITY CONSTRUCTION ON RIGHT-OF-WAY, PROTECTION OF POWER DISTURBAN FACILITIES, TRAFFIC CONTROL, ROAD TREATMENT, HOURS OF OPERATION, CONFERENC I. AFTER OBTAINING NOTICC TO PROCEED AND ALL NECESSARY LAND
)ISTURBANCE AND CONSTRUCTION PERMITS. A PRE-CONSTRUCTION =
;ONFERENCE WILL BE HELD. AFTER WHICH CONSTRUCTION OF THE SEWER
PEDESTRIAN TRAFFIC, ETC. MAY BEGIN. 4AY BEGIN. NOTICE TO PROCEED WILL BE ISSUED UPON EXECUTION OF
:ONTRACT. V
5. ALL CONSTRUCTION SHALL BE CONTAINED WITHIN HIGHWAY RIGHTS-OF- CONTRACT.
WAY, EXISTING SEWER OR UTILITY EASEMENTS, AND/OR EASEMENTS z. INSTALL INSTALL EROSION CONTROL. ALL EROSION CONTROL DEVICES SHALL BE
ACQUIRED BY OWASA. NO ENCROACHMENT OUTSIDE THE OWASA PLACED PR 'LACED PRIOR TO ANY LAND-DISTURBING ACTIVITY IN ORDER TO PREVENT W
EASEMENTS, PROPERTY, OR HIGHWAY RIGHTS-OF-WAY SHALL BE ALLOWED. EROSION O CONTRACTOR SHALL LIMIT CLEARING AND CONSTRUCTION ACTIVITIE13 TO MATERIAL THE EDGE OF THE EXISTING SEWER/UTILITY EASEMENT OR RIGHT /32 OF-WAY, COURSES. :ROSION OF SEDIMENT. CONTRACTOR SHALL STOCK PILE EXCAVATED
4ATERIAL ONLY ON SIDE OF NEW SEWER TRENCH AWAY FROM WATER
WHICHEVER IS NEAREST THE PROPOSED SEWER. :OURSES. F
3. REMOVE REMOVE TREES AND CLCAR AND GRUB EASEMENT AND RIGHT-OF-WAY
6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND 4, CONSTR MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NORTH SERVICE S CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN OF MH 7. MANUAL, LATEST REVISION, AND SHALL REMAIN IN PLACE UNTIL THE AREAS
CONSTRUCT SEWER FROM EXISTING MH '~35-G4-001 TO NEW MH 6. INSTALL
SERVICE STUB OUTS AND AIR TEST THIS PORTION PRIOR TO WSTALLATION
1F MH 7. ONCE AIR TEST PASSES FOR MH I THROUGH MH 6, THEN INSTALL
THEY SERVE HAVE BEEN PERMANENTLY STABILIZED. MH 7 AND 1H 7 AND 8 WITH SERVICE STUB OUTS AND SEWER MAIN UP TO STA 22+75.
AIR TEST F ,IR TEST FROM STA 22+75 TO STA18+74. _
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSPECT ALL 5. INSTALL ,INSTALL DOGHOUSE MH 9 AND ALLOW SEWAGE TO FLOW IN NEW SEWER
EROSION CONTROL DEVICES PERIODICALLY AND AFTER EVERY RAINFALL, 6. INSTALL H
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS PROPER EL OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. INSTALL SEWER FROM MH 9 TO EXISTING WETWELL. CORE WET WELL AT
'ROPER ELEVATION AND GROUT IN NEW MAIN. p~
8. TREES AND STUMPS ALONG SEWER ROUTING AND EASEMENT ARE TO BE 7. REMOVE REMOVE PUMP AND APPRUTENANCES AND BACKFILL WETWELL WITH a
REMOVED. TOPPING AND SEGMENTING WILL BE NECESSARY. CONTRACTOR PLOWABLE RESPONSBLE FOR PROTECTION OF PRIVATE PROPERTY AND TREES OUTSIDE LOWABLE FILL. FORM NEW TROUGH AND INVERTS.
SEWER EASEMENT. W
WORK HOUR IORK HOURS
9. ANY EXISTING FENCES, WALLS, SIGNS. LANDSCAPING, MAILBOXES, I. HOURS GUARDRAILS, ETC. ALONG THE SEWER ROUTING ARE TO BE REMOVED AS
HOURS OF CONSTRUCTION OPERATIONS SHALL NOT BEGIN UNTIL 8:00 A.M.
NECESSARY AND REINSTALLED IN THEIR ORIGINAL CONDITION (OR BETTER) 2. DO NOT
AND IN THE ORGINIAL LOCATION. NO SEPARATE PAYMENT WILL BE . DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
ALLOWED. PAYMENT TO BE INCLUDED IN THE APPLICABLE UNIT PRICE BID
FOR SEWER, UNLESS OTHERWISE NOTED. ALL HIGHWAY SIGNS SHALL BE PINEY MOUNTAIN RD 6:00 A.M. TO 8:30 A.M Z
RELOCATED AS NECESSARY SUCH THAT THEY REMAIN UPRIGHT AND 3. DO NOT O
LEGIBLE AT ALL TIMES DURING CONSTRUCTION. . DO NOT STOP TRAFFIC FOR MORE THAN 5 MINUTES AS FOLLOWS: Q ~
10. THE COST FOR DIVERSION OF WATER IN DITCHES, SHALL BE INCLUDED IN PINEY MOUNTAIN RD 6:00 A.M. TO 8:30 A.M ~ ~ Q N d
THE APPLICABLE BID PRICE FOR EROSION CONTROL NO SEPARATE PAYMENT q, NOTIFY WILL BE ALLOWED.
NOTIFY EMERGENCY SERVICES PERSONNEL AT THE BEGINNING AND END ~ j W w
OF EACH D I I. INSTALL SILT FENCE AS INDICTATED TO PREVENT ROAD SILTATION AND INCLUDING, OFFSITE SEDIMENTATION. CONTRACTOR RESPONSIBLE FOR OFF SITE NARROWWG, ~F EACH DAY'S ACTIVITIES OF ANY TRAFFIC PATTERN ALTERATION ~ d ~ Q
JCLUDING, BUT NOT LIMITED T0: ROAD CLOSURES. TRAFFIC SHIFTS, LANE ~ ~ ~ Z
'ARROWWG, LANE CLOSURES. AND FLAGGING OPERATIONS. NOTIFICATION ~ 0 BE MADE BY PLACING A CALL TO THE "9 I I" OPERATOR. ~ = Z
SILTATION AND STREAM DEGRADATION. ALL DITCH CROSSINGS SHALL BE TO BE MAD ova W
RETURNED TO THEIR ORIGINAL CONDITION OR BETTER UPON INSTALLATION
OF SEWER LINES. EACH CROSSING SHALL HAVE THE ADDITION OF FILTER o~~~'
FABRIC AND RIP RAP PLACED ON EACH SIDE AS SHOWN ON THE BRANCH o°a ~
CROSSING DETAIL. 3
d = W
12. ROADWAYS AND SIDEWALKS SHALL BE PROPERLY CLEANED BY THE END
OF EACH WORK DAY TO REMOVE SEDIMENT. STOCKPILING ON SIDEWALK AND IN TRAVEL LANES IS PROHIBITED. Z
13. DISRUPTION OF SERVICE AS REQUIRED BY THIS PROJECT SHALL BE ' j!~ ~ ~
COORDINATED WITH OWASA BY THE CONTRACTOR. A MINIMUM ONE WEEK C~
NOTICE SHALL BE PROVIDED TO OWASA PRIOR TO ANY SCHEDULE OUTAGE. Cqq~~~
=~Q~OFESS/p~9~Y,'~i~ DAlE ~
14. CONTRACTOR SHALL BE RESPONSBLE FOR REQUESTING AND OBTAINING
APPROVAL FOR ANY CHANGES IN THE PLANS OR HOURS OF OPERATION SEAL f ~ PROJECT NO
FROM ENGINEER. 023%5 = 70936
'~9•'~:t;CI NF.F'~'f (v``~` FILENAME
I5. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION ACTIVITIES, THE 9,yY, w 11 M,,~~~~ 9ennotes.dgn
CONTRACTOR SHALL VERIFY THE BEGINNING. ENDING. AND OTHER CRITICAL SHEET NO
(PIPE AND CREEK CROSSINGS, ETC.) ELEVATIONS. BENCHMARK 2 OF 10
DESCRIPTIONS, ELEVATIONS, COORDINATES, AND DATUM ARE SHOWN ON DRAWING NO
THE PLANS.
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PIN ~ 9880-°~ ` ` . ~ ~ l ~ 9f3~ 4~~a. 4~~~ ~ ~ z ti J J U
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3" ~ ~ N. APPROXIMATE A ~ :TSY DAMS P~ I , ~ ~ Z 3 l ~ / ti_ Q W ~
I OCATION flF,; ~ PIS' ~ 9880°50-98; t= ? s ~ 4~~' ~r4~G~ SEPTIC DRA~PdFI~Lt3F>~~ ~ i J
~e N/~' (PER pWNER ~ 205 / PG 179 ~~~V fir, o_ > ~ 107 APPLE ST. J ~
BEATRICE ~~AISSLER - ,~p4 ~ ~ nt ~ Q
LIVING . 'l1ST Mkt ~-'~,R ~ SEPTIC TA Z
354 WESL~ ~Y DR. ~'Q / ~ !PER OWNE ~ m ~ ~ lL Q'
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4 / ' W 1 N/F w
4' r ~~1`\ / ; MAT ~ ~ ` , ~ ~ DORIS J ~ w APPROXI f'.~ T~ ~ x LL i
\t y{ LOCATION OF / BORNE T~ ~ a
4 ji SERVICE. LIN _ 9DD0° f 97 . ~ ~ a l PER OWNER) r;1 , ; , r ~ ? PEE ~p ~ ~ qw
.r - z;' x Z~ OF ~ ~ .259 / .1 0 - ~ ~ 0 ? ~p~ p~ ~ F ~ ~o ~ ;~5 APP! ! . ~ a a~ PPpGF p~P~ R - ~Qn 0 w i ~ (n E ~ ~
OWASA MH # 35-G3-005 !
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t r APPROXIMATE , 0 C i~" ,r,~ ~ W I~ o air .4, MH8 }I a-,~-" DRAIN PIPE ~ T ? ? U Q v w
~ ) CONFIGURATION ' ~ y
~ • (PER PROBE RO ,/J 6! 'd _ u i
t". ra r ~ r, t' ~ . ` ~ ~ _ r, ~ ~ ~ to t5~ ~i
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t CARDLYN CAROLYN B JEFFERSON os N/F ~ ~
} ~ c PIN ~ 7; PIN * 9880-60-0528 ~ «,,t.. BE°~TY & - ~ r ~ - ~ ~ ~f
APPROXIMATE DB 1 F ~ N OF 4.~ N/ ~ ~ .~H - APPROXIMATE ~ LOCATIO 455 P I E DB 1735 0 PG 591 ~ " : of ~~,o , ~ GEAR ; 455 PINEY MTN. RD. - c~ off; F~/ o ~ ~ ~~~PIN ~ X80-60~187~
4:- ~ MARK LI(,T DAVIS DRAIN PIPE SEPTIC DRAIN FIELD ~IELD x _ .~;r ql ~~~pp ~'w ~ 1~ l P" 1~`~ • ,
~+r ~ ~ 9 ~ CONFIGURATION ~ ~ ' IPER PROBE ROD) , ~ F{'v ,880-50-8I8;3t (PER OWNER) . g;, LP `-~i~ i PG 385 j D) ~ pGP p~ pp Z DD f ' `~~1~ ~o/ • 103 APPLE iT. W _ _ypP~~Y o
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L;`, ~ ` ' , ~ APPROXIMATE . ~ ~ < • APPROX?MAT ATE
tS; ~ ~ DRAIN PIPE Z a 1 ~ PIPE LEAVES EXISTING RESIDENCE CONFIGURATION IPE _ DRAIN Pi ~ - ~GONF,IGURATION TION
~ ~ ON NORTHWEST FACE OF FOUNDATION (PER OWNER) 'ER 1 ~ ' ~ (PER OWNER) ~ \ - _
't (PER OWNER) / \I~ _L
> ti ~
~ NiF I ~ i MH7'~ ,
t- CLARA BALDWIN TEMPORARY PIN + 9880-50-9480 , ~ ' ' "APPROXIMATE F./, _ . a , / LOCATION OF ` • , '
coNSTRUCnoN DB 484 / PG 637 PIN ~ ~880-€~L°.~~d ` SEPTIC DRAIN FIELD J R MANLEY (PER PROBE Rq9 ~ N • 9880 - 60 - 2872
EASEMENT 429 PINEY MTN. RD. DB 1900 / PG 165 ti.,s DB 198 / PG 920
Nib' ~q~re~ ~ ~~~+r~^yT ~ T 457 PINEY MTN. RD. T _ T ' ~ 101 APPLE S . ,
- r ~ SEPTIC TANK /v, 7; TIC TANK
I;.' - s w )PER OWNER) ; ~ , • - R OWNER) ti ~ APR Ik9A`ifE'K" ( ` . . F~'X , 1 DRA~IN~~RIPE~"
MH2 ~ ~ ~ _ - r 5;~:`~`, ~ ;i,, CONFI'GURr~iION ~ (PER OWNER) ,.~i
} ~ ~ ~ - ~ ~ MH3 ~
_ ,r, MH1 _ . , ~ - -T3~00 _ ~ f~ - - - 14+fl0 _ t SEPTIC TANK ` V ` ~ ` T (VISIBLE) - 'APPROXIMATE
~ _ , LOCATION OF <.1 c' ~
s OWASA MH # 35-G4-002 , ; - _ , , ~ , - - - ~ffl _ _ - v • ~z. EPTIC DRAIN FIELB• ' " • ~ ~ Q (PER OWNE ~ ~ A
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~X ~ ~ ~ OF SEPTIC SYSTEM - - ~'3;:. 30 _ ` F.. x
-OWASAMH#35-G4-001 ~ LOCATION `g - ` - - _ - ;its _ ~ r - Q a
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BR A, PI:~ ~ 380-60-5967 ~ W ~ ~ 0 ~ t L D~ / PG X73 0 -
L,ANL' E _ EE ~ ~ ' PIN ?6 G. R-~ PIN ~ 9880-:x10-' 3E?5 , ~ ~ DB ~~m~, ~ Z I W ~
7, ~t DB 2624 f PG ill 1 N. r Q ~ ~
436 PINEY MTN, RD. - NQ ~ ` BIER & ''AGE TATS ~ W =
t . ETN ~ iEQRG,._ ~~TE :IR r, `t PIN ~0-60-4578 ~ ~ w cc ~ ~TL :IP r r ~ ,n), ~ 't~ ~ W DP ~ P~ 158 , ~~N - 0
g f , ,:J~ ~~uiuii, ~ 'L' Q ~ 1
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- p OWASA MH # 35-H4.002 't + ~ ~i t W ~ ~ ~~~SS1•• ,r i
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W~~, NOTES: DATE
C , 4 D { 4+U4
' i ~ ~ , C.-`~ a 1. HORIZONTAL DATUM USED FOR THIS PROJECT IS NAD 83 (US SURVEY FEET) AND VERTICAL DATUM IS NAVD 88 (US SURVEY FEET). pR01ECT NO
N - i and HORIZONTAL AND VERTICAL BASIS FOR THIS SURVEY ORIGINATED FROM CONTROL POINT GPS 2 SHOWN HEREON. 70936 2. THE SURVEY CONTROL WAS PERFORMED TO CLASS C 2-II FGCC SPECIFICATIONS USING STATIC GPS FIELD PROCEDURES AND THE
m i L r . +s ~ , v~ n NETWORK WAS REDUCED BY LEAST SQUARES ADJUSTMENT. FILENAME
C~ 3. THE GROUND CONTROL COORDINATES ARE LOCALIZED COORDINATES BASED ON NORTH CAROLINA STATE PLANE COORDINATES C1.DGN ESTABLISHED BY TITAN ATLANTIC GROUP FOR CONTROL POINT "GPS 2" HAVING THE FOLLOWING COORDINATE VALUES:
SURVEY SOURCE: GRAPHIC SCALE m~ NORTHING 801,497.8350 FASTING 1.966,492.445 ELEVATION 503.36. SHEET NO
° Titan Atlantic Group 4~ ~ 2~ 4~ a 4. PROJECT COMBINED GRID FACTOR IS 0.999923120. THE HORIZONTAL AND VERTICAL CONTROL EXCEEDS THE PRECISION 3 of 10
5240 Green's Dai Road ry REQUIRED FOR CLASS A URBANISUBURBAN TOPOGRAPHIC SURVEYS. 5. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS UNLESS OTHERWISE NOTED. DRAWING NO
° Ralei h, NC 27616 U~ `P 9 6. CONTROL POINTS SET ARE 3112" ALUMINUM CAPS ON 518" REBAR STAMPED WITH CONTROL NUMBER.
M° 919 873-2211 i INCH = 4~ Fro m ( ) o 7. ALL COORDINATES SHOWN ARE LOCALIZED GROUND COORDINATES. C-~
~m vo

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r 5 ID MH. #1 STA. 12+20.65 r , ~ m ~ N ~
„ 5 ID MH. #3 STA. 14+31.64 i ~ ~~l ~ N ~
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s ~w roe=~~~.8z - UNDER ROAD ~ _ _ LOWER EX. OWASA INV IN-44b.03 - G - - - - - W U cn 6'STL _ _ Z Z ~
INSTALL CLEAN-OUT I1~lV+ OUT=445. $h a .o MH, # 35-G4-001 . - ~ V=LL
124 55 29 STA. 10+99.72 2 C0 ~ MH', #6 STA. 19+74.27 W W s 1- J
" p ~ ~ ~ - p 1 11 ~ ~ ~ D- 90 00 00 LT. o . / ~ anm Q~
OFFSET 8 DI rr - ~ • / Dow ~
1 FROM MH TO BORE 4 SERVICE r II q .RVICE ~ ~ Z ~ ~ ~ ~ biz C~ C'J J J ~ ~
AVOID EX. 12 VCP UNDER ROAD r.ya ~ _ ~ Z Ul Y d ~r
BREAKDOWN & REBUILD INSTALL CLEAN-OUT T `1 rr w 2 d o .EAN-OU o o ~ Q ~ w i
r EX. 5 ID PRECAST MH ~ CONC. PIPE , J ,PIPE SUPPORTS C +
T RITERIA ~ TO NEW INVER C MH. #5 STA. 19 05.75
SEE DETAIL , p SSMH TOP•439.85 :DETAIL SHEET D-1 - p 1 I? ~ - 08 57 34 LT .
O INV IN-435.25 } 0!}F=435.18
TE~ NO . 't ~ ~ _ GRAPHIC SCALES
Contractor to ro shore trench. No o n ' p PedY Pe v ~iuuli ~ ; ~ ~ 4~ 0 2~ 4~
TIE TO EX. OWASA N~ trench allowed when Contractor is not on site. ' ~~srz~~ . CAR ~ V 0~ .r.~
MH . # 35 - H4 - 002 ~ Median barriers or similar barriers shall be used ,
STA. 10+00.00 ~ ~ HORIZa ~ 1 INCH = 4B FTa .a 9<: W
~ between travel lanes and open trench. 9~ ~ SEAL
i 023965 = le 0 5 10
fix, ~ '•;F Q~;~' ~ ;
/ ,,~Q • ~iRY VERT. ~ 1 INCH = 8 FT,
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ER 300 P~ CLAY EW ~,F a" 0,40 8,52 _ _ 134.14 LF B @ 0,4 0 p ~ w p p 154 $ , „ 0.4096 ~ _ v, Z ~
-PIPE " 319.94 F 8 C n ~ 12.29 l 8 @ 0 4096 319,94 F 8 @ _ _ - _ " _ 0.0°r~ z = @ Q a
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1ti INST L BY _ _ _ q ~ _ ~ oc AN PROP. S ER _ _ _ Z 0
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M I 25 feet- er econd or-less be ex a 1 f. _ _ 0 850 P r be ezc aced ' out blasti g, _
~n_ 00 t\1 ~ ~ ,
~ 'st_ ~A N M ~ h ~ ~ ~ ~ ~ 4300 feet per: -econd ) or gr r anti ' asti . . ar~i ' blasfin or other means o roctu~ng prior o g. ~ ~ . ,o ~
~ M ~ ~ .p .p ~O N
z ~ ~ Z ~ _ See endix of S ' cations detail is tm detail is Ime hgafion. ~ ~ ~ ~ a DATE ~ ao4
N = Z Z U N ~~z ~ ~z Z
z dzzd O - - md z_~ O_-o > _ Q Z ? O ? PROJECT NO ' 70936 zz
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BACKFILL WETWELL WI PLOWABLE ~ Q < ~ o
FILL AND FORM TROUGH
Q SEE DETAIL SHEET D-3 ~r
Y
" ~ ~ S J J U
i'~ ~ ~ Z
,r".. ~K (n (n Q: <,t ~ ;x EX. FORCE MAIN TO BE PLUGGED INSIDE ~ ~
~T'
3 s WETWELL AND ABANDONED, INTERIOR OF 5 s
0 0 P ~ `s~ WETWELL TO BE COATED WITH CALCIUM ~ ~~~F
~ ~ G G ~ ,,F ~ ,c ACUMINATE (BY OTHERS
1~ 55 ~ ~ , ~a. ~ ' . F V'~ V ~ ~ ~
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NOTES ~ PUMP STATION TOP•464. ~ ~ ~ INV IN(S)•4 4 ~ ~ ~ II ~ ~ 51.5 ~ w
REI REMOVE & REPLA E EX. 4 CPP ~ INV INCw~=455.sa z 3
55 / 1. Manholes to be Vacuum Tested Per OWASA Specs ~F DRi FM OUTCTOP OF PIPE1.45 4 Q DRAINAGE PIPE A NECESSARY TIE TO EX; WETWELL ._w ~ J
STA. 24+75'~~ 22 W
2. F II in Air Test & i onn i n: ,fss~ 0 ow g Serv ce C ect o ~ ~ ~ Q
Abandon Existing Pump Station Site by Removing _ _ EX. OWASA MH #35 G3 003 EX. PUMP ST , TO BE z H ~ ~ m
Old Equipment From Site and Backfilling and Compacting EX. FM TO BE PLUGGED DE-COMMISSIONED i
Site. Then Grade, Seed and Mulch Area to Original Topography. I ~ ~ ~ ~ Y SEE G1 NOTES. (
FROM INSIDE MH. ~ DOGHOUSE ~ rr' k00 G _
3. Sewer Lines Under Construction shall be Plugged with a INTERIOR OF MH. TO BE ~ GHOUSE a o ~ ` 2 0 ~ ~ ~ ~ - t
Mechanical Plu at the First Manhole U stream from the MH , #9 STA. 9 P COATED WI CALCIUM ACUMINATE, . #9 STA. 23+93.42 , ~ W W o
Point of Connection. Plu shall be Placed in the Outlet Connection ~ g (BY OTHERS) ~ "
and Secured with Steel Cable. Plu shall Remain in Place until ~ 9 , d' N ~ ~ 1 ~ ' I ; ~ ci it
Acceptance of Lines by OWASA. Before any Construction is to Z E~ o ~ , w =
begin on the Site, Contractor shall Protect all Existing OWASA Sewer ssMH roP=aSS. _ ~ 5 a k, ` 1 (7 ~ iSMH TOP-456.97 ~ 5~ V - D ~ I W W O ~N INf I i_453,.0"4 a PROp,. 20 SANITARY ~ J
Manholes with Iron Fence Posts and Orange Tree Protection Fencing. INV INf I)=453 t Dirt or n th r D ri h II t i I~ INV INCZ)=4~~ Wa er, Stone, a y o e eb s S a NO be Allowed to Enter ~ INV IN(;i.~f=452 [NV INf21_~~~.55 ~ S~ , ~
the OWASA Sanitary Sewer System during Flushing Operations or at ~ INV ~~=452.2 ENV INC~.~`a5z•ss SEWED EASEMENT a ~ ~ :NV g~1T=a5z.z4 SS G EC SERVIC ~ a w ~ ~ _ _
an Other Time. Construction Takin Place in the Vicini of an Exi tin 0 ~ o X;; U ~ 0 C7 C~ J J
Y g tY Y s 9 OWASA Sewer Lines or Manholes shall not Cause an Inflow of Surf ~ W y ace ~0 SEWER o , r n N a Z (n Y d r= ~~f I ~ ~ ~f~ Q: W S ~ ~ ~
Water or Debris to Enter the OWASA Sanita Sewer S tem. Existin ~ v aC O r ~ ~ ~ o o ~ Q ~ w
ry ~ g 4 CLAY(1) OWASA Manholes Located in Construction Sites are to be ke t Clear and -ss ~~u~' t~ ~ -
p Accessible to OWASA Personnel at all Times. The Contractor sh II EX . ASA MH #35 - G3 - 005 a be ~~v ` ; ~k ~ ~ 1 ~
Res onsible for an Dama es Incurred to the OWASA Sanita Sewer P Y g ry PROP. 30 SANITARY - ~ i
S stem and an Fines Im osed b the State of orth r lin Di ' ' y y p y N Ca o a vision ; ~ -t r SEWER EASEMENT - lJ" r'::
of Water Quality due to Sewer Spills or Overflows. - ` j'", ~'J 1 ~
CON' CONTRACTOR TO RELOCATE SHED ~ ~
OUT ~ L~"~ ~ ~ v - ~ OUTSIDE EASEMENT PROIR TO
CLEF ~ ~ CLEARING ACTIVITIES ~ ~ ~ ~
r ti ~ 4. ,
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SEISMIC LOCIIY PROFILE OTE; 0
- 2500 fe r s or~less can II exc without lasti . I~ ~fP ~ Y n9 Z
~ 0 / ~,~A
4300 fee er eco d s or reoter a 'cipate .basting or other me ns of fra ring prio to exc ting. GRAPHIC SCALES ~'ti
t~P ~ g p -See A ndiz A of ificati ns-for it Seismi Invest' 'on. CA ' ~
pP ~ ~9 4~ ~ 2~ 40 RQ ~
~o o ~ ~ ~ ' ESS/ ~ DATE ~F 0'. 9 ~ 4 Q, ti9•;, 4f0
+ o ~ _ ~ ~ r ° ri 'n •Q HORIZ.: 1 INCH = 4~ FT. SEAL _ PROJECT NO
m ~ c ~ ~ ~ ~ ~ 70936 023965
~ E d 10 Z 5 10 ~ ':Fj~ v~ FILENAME
Z m.. Z . . ~,9 . NE.. ~v~• c3.dgn ,,gyp ~
0 0 > j > > > - 0o ZZ ZZ Z Z Z h~~ w. M SHEET NO
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1, CONTRACTOR SHALL RESTORE THE FLOWLINE OF THE DRIVEWAY DITCHES AT STA. 14+00 +l- AND STA.17+75 +l-WITH CLASS A RIP RAP. ~ o~ ~
2. CONTRACTOR SHALL MAINTAIN FLOWLINE AND RESTORE DRAINAGE SWALE AT STA. 20+60+1-. ~ _ ~ ,
3. TREES WITHIN ROW TO BE REMOVED AS NEEDED, UNLESS INDICATED AS PROTECTED WI TREE PROTECTION FENCE. ~ ti ~
4. TREES WITHIN SEWER EASEMENT TO BE REMOVED AS NEEDED. TIE-IN ` EXISTING WET WELL ~
5. CONTRACTOR TO RESTORE TOPOGRAPHY TO ORIGINAL GRADE FOLLOWING CONSTRUCTION. ELEV. 453.84 ~ ~
6. CONTRACTOR TO INSTALL JUTE MATTING ANDIOR SEED AND MULCH DISTURBED
AREA IMMEDIATELY FOLLOWING BACKFILLING TRENCH. TEM \ ; Q TEMPORARY S EAM CROSSING J
SEE ~ 1 ~ > SEE DETAIL SHE T D-2 - ~ y' a~, i ~ W
~ S ~ Z 3 ~
E
,~r. W ~pr5 J CY
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MH9 Qk ~ Z ~ ~ 2 ~ / m N STA. 23+93.42
~ ~ t 11 0' 4 f eY
t RE RE 5TREhIvL1~1ANNEL '1 ; C'", ' FOLL'~VNN~ CONSTRUCTION N o
r' ~ ~ USING CLASS AyRfP RAP i
i ~ , 'f \
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,t ~ ~ w ~n r,K_ ~ ry w
. Wpro ~ s , E" Z ~ i Z
i r 1 W S ~ U7 '~TREE~~ROTEOTIONF~NCE w - z
,t+~ ~fi: SEE DETAIL SPIFFY D- ~ ~ g
i~ TEMPORA ~ ~ ' SEE DETA TEMPORARY STREAM CROSSING w~, : < < - ~ ~ ~q m SEE DETAIL SHEET D-2 o - Q J aN~ J
~5 n ~ Maui ~
OWASA MH # 35-63-005 ~ ; ~FZ (n (n ~ E ~ ~ k ~ = C~ L7 J J ~ O` oNa ~
~ ~ Z (n Y ~ ~ ~
MH8 ~ ~ ~ ~ Y, ~ ~ o o U Q ° - - ti- ~ ~ w
STA. 22+74.7 ~ y ~ j, ,Q
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a SEE DETAIL SHEET D-2 `',L ` r ,rf ~
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a ~ DENSE TREE GROWTH ~ i' , ~ l
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-ti SEE DETAIL SHEET D-2
e k % ~ 9;~A. 2A+14 0 ~ ,
Yin I
"TEMPORARY CONSTRUCTION ROCK CHECK DAM . ~ EASEMENT TNLSHEET D- ~1 ~ ~
SEE DE ` PROTECT TREE ,
' ' THIS AREA W .yam ~ ~ tip.,
- ~ ~ C ~ - - INSTALL J ' i - - : _ IMMED~ MATTING 1 ~ 1 i
LY FOu - _ - ~w , •5 • ~ ,y - NG TRENCH ` &4CKFILLIN , - ` \ H
- MH7 - { 1dH3 ~ ~ ~ n - ~ STA 13.35 ~ ; ~ . ~ ,r r ~ 1 ~ ~
- ~ , - _ .r _ ~ , STA 1.64 MH1 ~ ~ ~ ~1 - ~ ~ ~
E ~ M S i EDIgTEL 1ALLJ Y FO U1F MA ~ i _
kLOyHNG TTING r` ~ , _ , l
OWASA MH # 35-G4-00~ ,j J _ - - - ~ r ?BENCH _ _ aac~ . 8' x 10' TYPE A SEDIMENT TRAPS ~ ~ A SEE DETAIL SHEET D-2 ` ~ ~ ~II~$'~LL
. , ~j _ ~ ~ k _ - - i ~ W( ~I - Opt _ ~ ~ U ~ W
r ~ ~ _ _ ~ F _ ~p r ~ ~~'~~ILZING_ ~ - - ~ ~ ~
_ ~ _ INSTALL CLASS A kIP RAP ~ ~ , ,=-°p, - ~ ~ ~I ~~1~
i _ ~.TM , ; , ~ ~ ~;r~~F~ WITHINDI~CH 'r=~ ~ Q~ . , k
, . . - Q , . ~ , STA. 19+05.
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. ~ ~ ~ - _ - ,tom l _ ' VI ~ .
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NO TREE CLEARING THIS AREA ~ f ! W ~ ~
. ~ TEMP, CONSTRUCTION ESM'T 1 ! ~ ~ ~ ~ - -
~ N - ~ o~ u ' ~ ~ ~ ~ N H W s. _ J Z H
t ~ ~ 1 OWASA MH # 35-G4-0D1 ? - oJW 0
STA. 10+99.72 - 0 Z 2 u rY
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i OWASA MH # 35-H4.002 ~ 1 ' SEE DETAIL SHEET D-2 STA. 10+00 ~.7 5 ~ W = WZ
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~ ~ i ~ :'pF ~ 9 PROJECT NO ~ ~9':
°a m i y s LN 4 ~ ; 70936 GRAPHIC SCALE = SEAL
CN ~O - 023965 FILENAME
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0 9 '•~~I NE~~ ~v SHEET NO
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MANHOLE COVER & RING i SEE DETAIL 283.01 ~ I J J U
i ~~I I 4'-0" DIA 4'-0" DiA Sx6x18 SOLID ' / ~ CONCRETE BLOCK ~ ~
~ ~ / ~ CENTER W/RISER ~
STREET APPLICATION I y ~ v, WALL !4 EACHI MIN. 6' CLEAR C7 L~ ? BETWEEN EXISTING ' ~ PIPE AN P D PRO OSED
y y ~ ~1 \ STONE
i v V V ~L ~ ° ~ EXISTING SANITARY SEWER PIPE 12" THICK No. 57 STONE
i v v ~ v 12' FROM TOP OF ALLOW I'-D" BEYOND RISER S'RUCTURE DIMESION FOR
COVER TO GRADE ~ ! i v ,v ! SEE SPECS FOR CONCRETE BASE FOUNDATION
v. FIELD & WOODS SEE DETAIL 282.06 APPLICATION ~ ' ~ FOR MANHOLE RING AND (n Z IMPROVEMENT ( O Z ~~l ~ WHEN NEEDED BASE ISOMETRIC VIEW Q
W W COVER GRADE ADJUSTMENT - J H
w ~ ® - r,~ - --iu ~ ~ ~ ~ ~ W
~ y ;24" DIA ~ PLACE /Z GROUT BETWEEN - - 3 4' D' DIA 4' 0"DIA Z ~ i ~ o° Q W
~ C~~P v ~ MANHOLE CASTING AND Q~1F y ~ GRADE ADJUSTMENT OR FRAME J H / ' !Q ' ~ >
FO L e• W 8QC ° ~3 @ 8" SEE DETAIL 282.06 ' ? W
kPll ~ a' ~ ~ e. y USE ECCENTRIC CONE J ~ ~z- SET DOGHOUSE BASE ~ ~ ~ Q _
iv W ~r, ~ ` ON CONCRETE BLOCKS D Z ~ ~
y' a NOTE 4 DOGHOUSE OPENING SHALL Q p ~ W ~ BE PREFORMED BY D D
~ 4' DIA. UNDER 10' DEPTH ALL JOINTS WILL HAVE MASTIC ~ MANUFACTURER OR ° p
~ = ~ K`'~~ JOINT SEALER & BE PARGED 5' DIA. OVER 10' DEPTH ; ' r4~;, INSIDE & OUT WITH MORTAR ~ SAW CUT TO FIT PIPE , ~ D ~ SEE PLANS FDR N ~ Z ~ OUTSIDE DIAMATER PROPOSED INVERT(S)
r= ~ _Lr ~ i i ~ ~ A~'`1 INFI-SHIELD EXTERNAL SEALING ~ , -~`r - PLAN VIEWS PLllS 6'. D ~ ~ ~ LOCATION & ELEVATION W ~ ~ ° ~~pN
~`~~y`~~~ % % . ;t, ~ ~ SYSTEM ON ALL BURIED JOINTS ~r~
<o LO'~ ~ N °w f ~ U ~ >
~ i i ; iNp EST ~ ~ ~ ~ ~ ~ ~ TN MgTBq~ ~ "3 ~ a° o.G. ~y WZ~ w ,y ~ UT I- - w ~ ° RISER ISOMETRIC VIEW z z
% i NN ~~FRI kPl ~ - , ~ ~ i A~ ~ ` . ~ oo, , a 6x6 WI,4xWl,4 WELDED w NOTE I U C~
~ ~ ~ARGNTE ~ ~ • , WIRE FABRIC NOTE 4 _ RIq~ s .;I NOTE 4 ~ W W O c=~
IN, SLOPE OF CHANNEL D ' INFI-SHIELD EXTERNAL SEALING D ' ~ ~ J N ¢ T
10p THRU MANHOLE _ SYSTEM ON ALL BURIED JOINTS ~F 0.10' FALL UNLESS f a_- - 1a 0~ o ~ ~ a~~ z
PIpF SHOWN OTHERWISE - ~ ~ ~ ~ ~ ~ LLI C~ C7 J J ~ w
IZ' Np ON PLANS, ,,r.! ~ P PIP 5j ~~t-.-_. _ ' UWZ ~ z ~ ~ Z (n Y 0_ ~
IP F S _ E $I PIpF ~ TON x ~ - SEE NOTES 2 and 5 ALLOW CONCRETE FILL DOGHOUSE OPENING p ~ I ~ W Z ~ o a TO FLOW A MIN. AROUND EXISTING PIPE I~ N d ? ? U Q U w
o, tF ISEUp Tf MI a D, 12~~ E Nao MN, 6, ~Fpi 1E ~pogE~o ~ ~3 ~ a" ~ IS I'-0' BEYOND BASE WITH 3,000 PSI CONCRETE
NpTEN a 2i NT W Q ° ~ . ISOMETRIC VIEW oP STRUCTURE
S IQRIF$ 4F ~a s SET MANHOLE IN Ir, NOTES' CONTRACTOR TO APPLY WATER PROOFING
NOTESo 2 fF #5T sroNE, I. Concrete benches should ~ SEALANT AT JOINT aches should be no lower than the pipe spring line elevation
Foundation stone shall be required when soil conditions are unsuitable. ~ at manhole wall. cll. 8"MIN. CAST-IN
2. An additional I inch depth of cushioning material will be required for each FORMED coNCRETE INVERT ~ 2. Service line entries to ha' additional2 feet of trench depth in excess of 16 feet up to a maximum of SEE DETAIL 2ez.o2 SEE SPECS FOR FauNDATION 3. Radius of invert must hav entries to have cast in place troughs. PLACE BASE ert must have enough room to be able to insert alr plugs FOUNDATION SECTION VIEW
12 inches of cushioning material, IMPROVEMENT wHEN NEEDED and TV equipment. vent.
ORANGE WATER AND SEWER AUTHORITY F~ ; Po ~ ORANGE WATER AND SEWER AUTHORITY F~ ; ,
F°'~' ORANGE WATER AND SEWER AUTHORITY P~ i~9i ~ ~ ~ ORANGE WATER AND SEWER AUTHORITY F~ ~ ~ ~ ~ ORANGE risto.o366 use ~ ~ oe,~+ sn~rmem ss~>wa+e asar w~„~«s OWASA G'''~°'°'xc x~o.o~ ua8 wnu ~ owasi aurmASn sert~c~noxs oaar
OWASA r"''b°`°' Nc 27sw-osrs use wrrn na owese rrenunso sesc~Gnavs oMx ~.o~oK OWASA G's0f0' irc nsto~sss use wmi ~ oAns,+ srumum aes~c~noivs orax OWASA ~reoro' Nc risto.o366 use SANITARY SEWER NaT ~ za ui STANDARD ECCENTRIC NatT ~ e of STANDARD CANDARD SEWER INVERT ~ To 2s2.o2 PRECAST CONCRETE Nat To gab 282.08
PLANS FOR MANHOLE ~ DOGHOUSE MANHOLE ~~''2
BEDDING DETAIL mm MANHOLE DETAIL ~ ~ PLANS F
F
30'
-ii f-- ~/2 15' _
~ (41 I' DIA. ANCHOR BOLT. ~ i i i
ALL JOINTS WILL HAVE MASTIC HOLES EQUALLY SPACED. AJOINT SEALER & BE PARGED BOLT FRAME TO CONE SECTION.
_ INSIDE & OUT WITH MORTAR i
i'ce' , A A (21 TYPE ONE PICKSLOTS ~ ~ 1 i i MANHOLE
SEE Gwasa srD. e PICKHOLE DETAIL
DETAIL 282.01 D ~ ~ FOR CONSTRUCTION ~~i° ~ i ~ ~ IZ w iw E z i w i J PIPE
CONTINUATION ~ ~ ~ ~ ~ ~ ~ SIZ
~ ~ ° , 'I ; ' INFI-SHIELD EXTERNAL SEALING z D ~ D ~ SYSTEM ON ALL BURIED JOINTS ~ Z ~ Z RI I P CROSSING OVER 0~0~ w w G D IPE IZ
O 0 ~ G ~I "3 ~ 8' O.C. a i w I ~ I w FLEXIBLE OR BRITTLE PIPE BELOW ~ z ~ a~ a ~a
o s. , a B L Tq B W ° ° ° 6x6 WL4xWl,4 WELDED '~I' p ` w ~ Iw W
° WIRE FABRIC ~ < J D p b
° ° ° ° FRAME TOP a F TYPIC, ~ w o TYPICAL SEWER EASEMENT #4:~, - D D
o, a.a, o ~ a Z 4~ ° ~ ° ' ~ ° ' (4) I' DIA. PERrORMANCE AT ~ ' SADDLE TO BE I
° ° ° ° F~ 25 ~/a EACH COMPASS PO1N7 TO BE ~ ° ti ~ COMPRESSIBLE JOINT ~ MATERIAL ° D
° ° ~ ~ ~ ° ~ ~ ~ 23 ~/z' PROVIDED IN COVERS FOR pE NOTES o ~ ~f1 SEWER EASEMENTS ONLY R MIT D D D
. ~ p ~ p ~ 22'to 22 ~/a' I. Center sewer line & manhol ° ° = COVER FACE line & manholes with in sewer easement. - D . D CLEARANCE ° ° ° BETWEEN PIPE _
CUT AND REMOVE TOP HALF OF PIPE AFTER ' ~ • ~ ~ ~ . ~ a d ~ 6' MIN. / IB" MAX. _ s D D D
INVERT AND SHELF a ~ ~ =N D D D D D FOAMED CONCRETE 0 10' IS' ~ D , D , D , D PIER O
HAVE DEEN FORMED o _ G _ 4 ~ - 23 ~/z' 10' ~ o ~ r D D D D D ~ F jj ~ • a . ~ a ~ . ~ ~ a X57 STONE DUMPED F.. Q
n m ` a d d a f~ o, 4 2 7/e' ~ ~ ~ w i D D~ LOOSE AND SHOVEL ~ H V1
n ~ ; < 24 ~4" to 25" I ~ z o ~ D D D ~ % ~ i SLICED 1N a i ~ ~ i i i D, D. ii%i Q oa D O D p i ~~FIRM UNDISTURBED Q, Q
a ~ ~ a ~ ono ~ o ~ i i SUBGRADE BELOW DC H
a ~ FRAME SECTION A-A COVER SECTION B-B a PIER W ` W i i ~ ~---MANHOLE i ~ O
W 4.
23 ~/z' y~0 Z
I 0 i ~ i 12' 6' CL. PIPE SIZE 6' CL. Ip~ 0 - W w w = N ~
FORMED INVERT TO ALLOW W z FLOW TO EX. PIPE ~ ~ w ~ 12' MAX. O•D• 12' MAX. Z ~ z Q Q
~ a w~ ~w a a r ~ ww ~ ~ i z t/1 ~ ~z ~ a i~ ~ W ~ f~
ISOMETRICS w' ~z a ~nz w ~ w W ~ N ~ z ~ ~
INVERT SECTION VIEW a t= W OU VULCAN US FOUNDRY CAPITOL FOUNDRY t= a a a OU 3• V1 W Q 0 Z
APPROVED MODELS V-1384 USF-669 MH-2001 ~ I ID' MIN 15' ~ 0
COVER WEIGHT 135 Lbs. 125 Lbs. 120 Lbs. I FRAME WEIGHT 180 Lbs. 190 Lbs. 190 Lbs. h'~ 40' MIN W = V ~ _ ~
NOTESo V ~ TYPICAL COMBINED EASEMENT Z
I. All service laterals Into manhole to be Core drilled and booted. LOAD RATING HEAVY DUTY HEAVY DUTY HEAVY DUTY TYPICAL 2, MaXimLlm depth 4' dla. manhce = 10' (See SpeCIflCatlonSl. MATERIAL ASTM A 48 ASTM A 48 ASTM A 48 0
Use 5' dla. manhole for depth greater than 10'. CLASS 30 CLASS 30 CLASS 30 FINISH UNCOATED UNCOATED UNCOATED COVER B A C K z
0
400 F«~, so.a ORANGE WATER AND SEWER AUTHORITY F~ ;~9; ~ ORANGE WATER AND SEWER AUTHORITY R~ , ~ ~ ~ ~ ORANGE >ro ' ~ ORANGE WATER AND SEWER AUTHORITY F~ i o ~ ORANGE WATER AND SEWER AUTHORtf Y F~ ~ , nsiaosss use wne am owAen sTU~mew se~aors oru OWASA a~agxc rsa~o.o~s UB ~rrte ~ as'i~es srMOUm eesCmGnoNS aax ,~,,.a,...aa
OWASA Nc ns~o.o~ uee wne n~ rnvss? ernrmNw srF.cmcanorre max ,^^,.°'"".«s OWASA Gieea"' Nc s~sto.o366 uas ~ ~ aA~ aowoAeu seecmanorre oMx OWASA r"b°`°• Nc rsia.osss uee ~
N RETE N~r ~ 28 08 SANITARY SEWER MANHOLE NmT ~e ~ of TYPIC~ PRECAST CO C TYPICAL SEWER x~T ~ ~4 02 TYPICAL PIPELINE ~T ~ ~ o~
DOGHOUSE MANHOLE a, z'~"~ FRAME and COVER EASEME] >9„ - a - - - EASEMENTS DETAIL ~ ~ ~ ~ ~ SUPPORT DETAIL ' 1 DATE - - - ~ 404
a n~ v ti, /l ~ ~~ui i~ ~ PROJECT 0
m~ i N N CAlgp 70936
m L c0 In N
~P PO ~ ; pF FILENAME
N~ ~O 4~ 9~ = dl.dgn SEAL
0 C = = SHEET NO 023965 7 OF 10
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TOP OF STEEL ENCASEMENT PIPE Riw J J U R/W
~ ~ RIGHT OF RIGHT OF WAY -NOTE 2 Z ~ (n CC
5' MIN, ~ ~ ~
\ i ~ ~ ~ SHOULDER PAVED PAVED ROAD WIDTH SHOULDER ~
w a ~I
„v ° / ~ ~Z i w v ASPHALT i 2' 3'
COMPACTED BACKFILL i o ~I _ i U - - _ - -
(SEE NOTE I) ~ w o I I-I I I - -III=III=1 ~
~ li -II z ROAD BED I =III- -III=-I1 (n Z - I =1 Z o -I I1=1 I li I Q
t'S ? ~ 12' MIN. P 2' MIN. m z~ Ili I ~ I- ,-I ~ I=I ~ I~ J STEEL CASING PIPE ~ ~ 1~ _ _ il- -III ~I~- ~ ~
nQ~ ~ o SEE CHART BELOW N o '~-IJI~I~I-ICI illl~ll~hlll-l~ ~ ~ W -III-I
V`` N U Q \ Z 3 ~ - Q W
CV GRAVEL BEDDING J H CARRIER PIPE 5' M1N. 36" LL ~
UNDISTURBED EXISTING APS MODEL AC PULL-ON END SEAL VD SEAL SLIP JOINT DIP OR FILTER FABRIC W ' BEYOND MIN. J ~
SOIL OR APPROVED EQUAL PIPE SUPPORT ASSEMBLY F/L OF Q
18' JT DIP PIPE sEE DETaIL DITCH TEMPORARY STREAM CROSSING
I \ti w 6'
CARRIER PIPE ZIER PIPE CASING ~ PIPE N 0
0~ NOMINAL OUTSIDE OU RAILROAD HIGHWAY Z OUTSIDE OUTSIDE WALL OUTSIDE WALL
N 5 DIAMETER DIAMETER DIAP Z DIAMETER DIAMETER THICKNESS DIAMETER THICKNESS O ~ (D N
SELECT BACKFILL ~ 6" & UNDER 6.90" 12 (SEE NOTE II ~a" DIAMETER STAINLESS R 6.90" 12 ~q' 0.188" 12 ~y" 0.250' ~ n ON ?
STEEL OR GALVANIZED BOLTS 8" 9.05' 9.05' 16" 0,250" 16' 0.250' w WZ00 w
10' IL10" A5 13.20" IL10" 20' 0,281" 20" 0.250' F- _X ~ 24" 0. 44" 24" 0.250' Z 2 , ~ 13.20" 3 Q
• PIPE SUPPORT ASSEMBLY 12" 14" 15.30" TREE PROTECTION FENCING w~,~ 15.30" 28" 0,406' 28' 0.312" U W O ~
16' 17,40" 17,40" 30' 0,406' 30" 0,312" TEMPORARY MESH SIZE ~ J N ~
12' 12' \ 20" 21.60" 21.60" 42" 0.563' 92" 0 312" POST 3' MAX. X 3 MAX. O J
i 24" 25.80' 25.80' 42" 0.563" 92" 0.312" 0 ~ ~ ~ a
.DIMENSIONS ARE WITHOI ~ ~ ~ (n (n E ~ ~ ~ ONS ARE WITHOUT COATINGS ~ W W C7 C'J J J
~ ~ "5 or a57 STONE WALL THICKNESS PER PLANS Z ~ 00000000000000000000000000 ~E'p z (n Y a. ~
NOTESo 00000000000000000000000000 0~= ~ w = d o 00000000000000000000000000 nNa o a ~ Q ~ W
~--UNDISTURBED EXISTING bore & jackin 00000000000000000000000000 9 00000000000000000000000000
ROCK I. Instollation by dry bore & jackir 2. Bore to run from Right-of-Way Right-of-Way to Right-of-Way unless approved 3, IN, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
otherwise by OWASA. TYPICAL la' 3. Grease encasement pipe as requ 00000000000000000000000000 pipe as required for ease of installation. 00000000000000000000000000
JOINT PIPE 4. Steel pipe to be 35,000 psi min. yi ,000 psi min. yield strength, grade B. 00000000000000000000000000
111 APS MODEL AC PULL-ON END SEAL 5. All exposed metal t0 be coated WI be coated with epoxy or asphaltic material. Id, manufactured by ITT Grinnell, Charlotte, N.C. / Spider o 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N~TESg oR APPROVED EQUAL 6. Skids to be installed, manufactur I. See specification section 02210 Trenching, Backfllling, and Compaction of Utilities Manufacturing, Durham, N,C. / APS lam, N,C. / APS casing spacers by Advanced Products 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ff,,
for backfill and compaction requirements, Systems Inc, Lafayette, LA. / or tte LA, / or a roved e ual, V PP q
IRANGE WATER AND SEWER AUTHORITY F~ i ~'i,~~-„`~ lo~ MAx.
ORANGE WATER AND SEWER AUTHORITY F~ ~ ~ ~ ORANGE WATER AND SEWER AUTHORITY F~ ~9; ~ ORANGE WATT
OWASA Cerrboro, NC 27510-0366 UBE WR71 771E OWABA 9YANOABD B?&97CAnONB ONLY •""'•"W'0K OWASA Ceebaw NC TiS1UA166 UBE Wfl'9 ln6 OWABA 87ANDAAD BP6C0?[G770N8 ONLY 11°'01~•~ OWASA Carrbaq NC 71510-0366 tas W71n 78B f NotT ~ ~ uz TYPICAL DETAIL for BORE NotT ~ s9 ui TYPICAL DETA DETAIL o ~ scums • A LANDSCAPE PROTECTION SUPERVISOR WHO lS REGISTERED ,.AL DETAII, for BORE Not To sal. z9~.o>< WITH THE TOWN OF CHAPEL HILL WILL BE PRESENT ON SITE A
PAVED ROADS /HIGHWAYS ~n®o>~ ~ sr ALL TIME ~ WHEN THE FOLLOWING ACTIVITES ARE TAKING PLACE. CLEARING, GRUBBING, EXCAVATION, GRADING,
ROCK EXCAVATION AE{7BION a,E BIOE'r awn B~°° UNDER PAVED ROADS /HIGHWAYS '~`°N BFIF>.77' Be~° UNDER PAVED RO 5i~ 1977 Deembor 1L 2002 1 a( 1 Since 1977 3wwY 30.2003 2 d 2 Si•a 1977 TRENCHING, MOVING OF SOIL, INSTALLATION AND REMOVAL OF
TREE PROTECTION FENCING, AND THE DELIVERY, / V TRANSPORTING AND PLACEMENT OF CONSTRUCTIN MATERIALS ~ f
AND EQUIPMENT G ~ ,uuiu,,
I wl H w T CAR ~ A PRE-CONSTRUCT ON CONFERENCE LL BE ELD I H THE i~~
PROUECT'S LANDSCAPE PROTECTION SLPERVISOR ANO SHE 0 ~
TRY FFI FR ~"R; AN" - W • 9 ~ TOWN'S URBAN FORES 0 C_ 9E ~ _ S E ORK OF 0,~;.: BEGINS. ~ ~ .y~.,
- .4 ANY TREE ROOTS XPOSED BY CONSTRUCTION WILL BE = ~ ~EAL =
E - 023965 - SEVERED CLEANLY WITH A PRUNING TOOL
~v. THE SOIL WITHIN THE CRITICAL ROOT ZONES OF THE EXISTING ,~.q EF;:' w~ Z
TREES WILL NOT BE DRIVEN UPON OR OTHERWISE DISTURBED ~i ~ N'''
DURING THE INSTALLATION OF LANDSCAPE PLANTS. Ry 1~G~~`~ w, M
~Innnl?~ ~
Details Provided by APPIAN Consulting Engineers
INSTALLVNRE 4 ~'~NG BACK ENTIRE
FILTER FABRIC FENCE
BACKFILL MIN 8'
RIPRAP TO BE PLACED ON STREAM BANK. BP~~ tJ~ STEEL FENCE POST THICK LAYER OF GRAVEL W BP 14' FENCE
QUANTITY AND SIZE AS ~ QF APPROVED BY ENGINEER TO POST
y y I
y ~ ~ L - _ - I- II- -III-II I-
- ~ -III=III=III=III- .I=1 III=III=11 =1 11=~ i i- ~ I l-1 I I-1 I I-1 I I-1 I I- I-1 I I: -1 I I-1 I I-
CJ ° o ~ ~ ~ ~ ,Q 0 1=1 11=1 11=1 - _ -I , I-I I I_I I__ -III-1 III-1 I I-1
o ~ ~ =III=111=III=111111-1 = - ll X11=III _111=III - - _ III II1- -111 w 1=1 11=1 11=1 I I~ 11=1 11=1 I I~ 111 I III 1=1 I I-1 11= e J
~ war 0 owoo ~ _ ~ FR aT - - - - - - - - - V-TRENCH I-III-III -III- _ Z / ER F -1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 I~ I~ I I 111 11=1 I I_ ~
- ° ~ I_I I LI I I_I 11=1 I I_I I I=1 I I~ I CI I CI I CI I I I l-1 I I_I -III-III- ~ i-III- TI I-III-III_III_III_ 0 -
/ ~N _111_111-III-III_II = H COMPACTED FILL ~ Q
8' ~ N V1 J
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/ ~ ~ ~ ~ H W ~ w
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00-b0~@b ~000(~00 00~ - ~ ~ OC00 ~ ~ a H W ~
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D ~ o ~ s 0 ~ _ W CLEARANCE FROM Z = N f-
CONSTRUCTION SPECIFICATIONS 2: I SLOPE, GRAVEL FILTER "0~ ~ STREAM BED TO ~ Q ~ ~ TOP OF ENCASEMENT Q ~
' 0 D ~ SHALL BE: a ~
ARDWARE CLOTH OR COMPARABLE ~ I. CAREFULLY FIT H A MINIMUM OF I'-0' ® EXTENSION OF FABRIC ANDVNRE ~ W ® INSTALLNAREBACK W f' a INTOIHETRENCH ENTIRE FENCE ~ ~ ~
WIRE MESH WITH I/2-INCH OPENING OVER ALL WIRE SCREEN CONCRETE ENCASEMENT TO EXTEND RAVEL IN PLACE. FROM TOP OF STREAM BANK Q BLOCK OPENING TO HOLD G TEMPORARY SEDIMENT ~ • 0 Q Z
TO TOP OF STREAM BANK o POOL (SEE SHEET 2 of 2 THIS DETAIU ° ~ ~ FILTER FABRIC ~ LL 0
2. USE CLEAN GRAVEL,3/4-TO I/2-INCH IN BELOW THE TOP 3F DIAMETER, PLACED 2 INCHES AND ISOMETRIC PROFILE wFR "~I`f j I I I- STEEL FENCE POST V sE - ~ I I~ I I=1 I ~ . W = wF ~ I I ~
OF THE BLOCK ON A gel SLOPE OR FLATTER M R ~ 111 I i-1 I I- _ I_ I I I- I I_..I- ~ ~ MaiN =1 _ _ _ _ _ Z
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED STONE IS RECOMMENDED 16° ~ I I~ I I_I I I~ I l~ I _I I I: I- =1 I~ 0
2' ~I I I-1 I I~ I I- i- :I I I-1 l 1= z I I~ I-1= I-I I- =1 11=
-i a=1 I 1=~ ~ - 0 -11-1I I , I I l;
- ~ ~ I-1 D-1 I l=~ I I~ I I-1 ~ ~ 9' I =1_ I - 4' -
=1 I I=1 I I III-1 I I-1 I I~ I I=1 I I-1 I I-1 I T -III-III II-III-III=III; III-III-III-11 NOTES: 'I
~ I ~ ~I ~ ~ = ~ = I, CONCRETE TO BE 3,000 PSI.
o SEDIMENT ~-i~~~-~ 2. ENCASEMENT TO BE USED ONLY WHERE SPECIFIED ON PLANS. ~ ,-I~- _ 3. PIPE SHALL BE DUCTILE IRON PIPE, ON PLANS, DATE 404
~ 4. FILTER FABRIC TO BE PLACED UNDER RIP-RAP AND KEYED INTO 1D KEYED INTO EMBANKMENT.
PROJECT NO
m d F°R' WATER AND SEWER AUTH~ L ro ~ ~ ORANGE c fa+borm NC 2790-0366 l.~ Wf1H 7701 OWAII BfAWDA10) s~anoNB oM.Y ?EWER AUTHORITY o°'°° 199) 4421 70936 FAX 1~) v s~nurra OM.Y TYPICAL SILT FENCE FILENAME
OWASA ROCK CHECK DAM naTo e.r zse.os 1. gn
No SEWER LINE CROSSING ~a Senie• NG ~
o Sion 1977 BENEATH STREAM BED 3ED our ~ ~ 2 SHEET NO - - 8 OF 10
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CAPITOL FOUNDRY I I' VB-9 BY-PASS VALVE BOX N WIRE FENCE ~ ~ _
ITEM NUMBER VB-9~S J J v
MATERIAL COATING S PECIFICATION HARDWARE CLOTH OUTLET SECTION Z
GRAY IRON BITUMEN ~~o J
ASTM A48 CLASS 30 g i~q^ 3~
I'-a" PLAN VIEW i
PROFILE
FILTER FABRIC ~ z
® TURF APPLICATION FILTER OF 1" DIA. ON GROUND Q °
WASHED STONE J ~ a cn
TOP OF CLEAN-OUT TO BE BETWEEN CLEAN-OUT BOX AND LID o Z 3 ~ Q W
4'-6' FROM TOP OF BOX (SET TO FINISH GRADE) - _ ~ N J
PIPE ~ + - I=--III JT1 o PIPE ~ BURY WIRE FENCE ~ w
~ , o SIZL a= AND HARDWARE CLOTH J ~ Q
FERNCO COUPLING ~ 0 ~ (OR APPROVED EOUALI o z H ~T
W/ STAINLESS STEEL o W V
C.I. FERRULE WITH BRASS PLUG ADJUSTABLE CLAMPS N
45° BEND OUTLET PLA z N
4' DUCTILE IRON PIPE ` ~ ~ O.D, of PIPE + 2'-0" ;o~
4 MJ PLUG 3000 PSI ~ CONCRETE p ~o amp 7S D A p ~-rn~ y5~c~ ~ ~p N ~~~Qf~_,~r~4~~fCr~4.f~..rCr~Qn~,r`r~tQn~,.r~rC0.~i `••t~r~Q~r.JCr~0.~`..rCr~2r~~fCr~Qr~.~r~ar~-,.rQKarS-~r~,~ykk ~ N o
4' DUCTILE IRON PIPE ~ ~ ~ ~ SERVICE CONNECTION MUST BE ENCASEMENT SERVICE LATERAL ~ ~ MADE AT THIS POINT, (USE ~llq, w F Z ~
CONFIGURATION VARIES TRANSITION GASKET WHEN ~ ~ SECT~~N TRANSVERSE SECTION Z=~ ~
ATTACHING TO PVC OR CISP 4' DUCTILE IRON PIPE SERVICE LATERAL.) c ~ V~LL
~ ROMAC INDUSTRIES, INC. ~,~D i W W Q c~
~CB-9.80(6"-12°I CB-4.80LSI14"-24"1 ^ OC ~ ~ O J
SEWER SADDLE AT 45" J O~~ ~
I 4° TAP AT 2 O'CLOCK OR 10 O'CLOCK 3` ~ O W W C7 C~ J J ~
POSITION, IF GOOSE NECK FITTING IS USED, PROVIDE APPROVED SUPPORT METHOD Z ~
O O ~.fAd ? ~ U Q v w
MAINTAINED BY MAINTAINED BY OWASA PROPERTY OWNER NOTESo
N~TESe I. CONCRETE TO BE 3,000 P51. 2. ENCASEMENT TO BE USED ONLY WHERE SPECIFIED ON PLANS. END FILTER FABRIC HERE
I. This detcildeplcts a typicallayout. Variations may be approved. SILT FENCE _ SILT FENCE
ro ~ ~ Fo.a ORANGE WATER AND SEWER AUTHORITY FAX jq~,j,~ ~ ORANGE WATER AND SEWER AU'1'HORI'I'1' FAX (919) 968-N61
OWASA ~`b0f0' NC n510-Q'~66 >J8~ ~ T!~ DNABA 6fA1m4~0 BP&97GTIDNB ONLY ~~~~0~ OWASA YC 2TS10-Q166 U88 WI[H TH6 OFA61 STANDAND B~ECB+IGTIONB Drll.Y mnrmww.ote 4` MIN.
„ NwT ~ ze of SEWER LINE CROSSING No,T ~ ss oe v
~n 4 SEWER TAP and STUB-OUT REVIBIDN DATE B~ s.,~ AEV1810N DAT& ~r A,,,~ 14,E , al 1 BENEATH STREAM BED , ~ ,
W
F
TOP OF SILL TOP OF SILT FENCE MUST
BE AT LEAST TOP OF THE BE AT LEAST 1' ABOVE THE TOP OF THE WASHED STONE
Z
00 000 000 000 0 0 F-
OOo 00 0 00
~o Do o0 OOO OOO
U 0 oO 0 0 ~ 00
0 0 000 Oa000
00 OOo 0 0 BURY WIRE FENCE, Q STEEL FENCE POS
0° ~ OO0 SET MAX. 2' APART FILTER FABRIC, AND
000 0 oO o HARDWARE CLOTH W
0 ~ 0 0 / / IN TRENCH
~ a oo \ \y FRONT VIEW -OUTLET
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+ ~ 8Y OSHA REGULATIONS ~s 0 0
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STEE > ~ L , PIPE 3 ~ W 0.'
3.5 ~n y O Z
INV.IN 455.84 J 0
SEWER PIPE ~ J W Z = vs H
~ SUPPORT TRENCH BOX Q Q V
IN AREAS OF HARD ROCK N = ~ ~ W a ~
0 1 0 00 W ~ ~ H O
o BACKFILL WITH PLOWABLE FILL ~ Q W Z
F TR H g ~ AND ORM OUG 0 0 3 0
08~ 8~ 00 00 0 INV. OUT 453.84 0 000 W = V
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0 000 ~ 000 Oo LL ~ ~ ~ ~ NOTE: Z
~ 0 ~ 0 ~ 0 0 ALL PORTIONS OF THE EXCAVATIONS SHALL BE MADE SO THAT THE SAFE 0
8 S ~ w 0 O 0 ~ ~ 0 0 SLOPE OF THE EARTH IS NOT EXCEEDED. THE CONTRACTOR SHALL COMPLY
~ ~Oo 0 ~Oo 0 ~OoO + 0 0 0 00 0 00 00 WITH ALL OSHA REQUIREMENTS AND PROVIDE A COMPETENT PERSON ON 1
o0Q ~ 000 ~o SITE TO SUPERVISE EXCAVATION AT ALL TIMES. IT SHALL BE THE RESPONSIBILITY .p ~ 3 F THE ~ m GD 0O 00 DD 0 CONTRACTOR TO PROPERLY AND ADEQUATELY PROTECT ANY PART ~
m 0 oO 0 0 OF THE EXCAVATION FROM CAVING OR SLIPPING BY THE USE OF SHEETING, OUTLET , ~ b
0 0 0 0 0 0 0 BRACING OR SHORING AS REQUIRED. D e~0" l j y DATE o CA ~ 404
Ul t~ ~ ~i 0 •''ESS/~~'• ~ PROJECT NO
ma m Lro ViN OF 0,~; 9 ; 70936 3 ;'Q~ v
C~ ~O 0 ERALL PLA ~ SEAL < ' = FILE E V N ~ NAM
OO LL - 023965 = dl.dgn
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TRAFFIC MAINTAIN BARRIER 2' SHY DISTANCE ° ~
1' MINIMUM ~ m ~ m
PROPOSED F- ~ W ! ~ N ~
SEWER LINE I ' 1' BUFFER EDGE OF TRAVEL LANES
MINIMUM TRAVEL i ~ ~ Q { ~ J ?
NOTES: , .z ,)F ~ ~ ; ~ t 3 Q ~
Y 1. MAINTAIN EXISTING TRAFFIC PATTERN ON PINEY MOUNTAIN ROAD. Y" t 1:. ~ ~ ~ ~ ~
' G ~ " U ~ J J
2. MAINTAIN INGRESS AND EGRESS TO ALL DRIVEWAYS AT ALL TIMES. l l ~ ` ~ ~ Z
' 3. ALL TRENCH CONSTRUCTION SHALL USE OSHA APPROVED SHORING METHODS. \ ~ ~ ~ Y Y
~
4. TEMPORARY CRASH CUSHIONS MUST BE USED AT LOCATIONS SHOWN BELOW IF ~ i ~ ~
DEPTH VARIES CONCRETE BARRIER IS USED. IF WATER FILLED BARRIER IS USED, TEMPORARY
2.5' +l- T016.5' +l- ~ CRASH CUSHIONS ARE NOT REQUIRED. \ `Z i
5. FLARE BARRIER ENDS (AND CRASH CUSHIONS) AT DRIVEWAY LOCATIONS TO 1 ~ l ~ ~ ~ v 1
MAINTAIN ADEQUATE SIGHT DISTANCE. s~ (n Z ~ 1 Z ~
\ ~ 1 ~ ~ fy .'ll 1 l ^ F-1 l J
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Y~~ c~ Trw., ~ AHEAD t ~ r" I rs ~ . \ ~
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a2" x 20" x`,_ - SEE NOTE 4 SEEN TE ` CRASH CUSHION - 0 4 f TEMPORARY ~
~ ~ ~ ~ SEE NOTE 4 CRASH CUSHION „ -
. _ _ _ _ - SEENOTE 4 ! ~
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V1 N 1 ~O 1 4B ~ FESS/~ ..,9 8 2m 4~ ; ~0 .y , Q 9~'; = FILENAME
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TRAFFIC MAINTAIN BARRIER 2' SHY DISTANCE ``~L m
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NOTES: rt 3 a ~ 0
1. MAINTAIN EXISTING TRAFFIC PATTERN ON PINEY MOUNTAIN ROAD. ,f j O O P ~ Y t~ R G
, o ~ ~ ~ ~
2. MAINTAIN INGRESS AND EGRESS TO ALL DRIVEWAYS AT ALL TIMES.
' 3. ALL TRENCH CONSTRUCTION SHALL USE OSHA APPROVED SHORING METHODS. , ~ ~ ~ Y Y p
t i
4. TEMPORARY CRASH CUSHIONS MUST BE USED AT LOCATIONS SHOWN BELOW IF \ ~ ~ ~
DEPTH VARIES CONCRETE BARRIER IS USED. IF WATER FILLED BARRIER IS USED, TEMPORARY 2.5' +l- T016.5' +l- ~ CRASH CUSHIONS ARE NOT REQUIRED. t ~ ~ ~
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SEP2720 04
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WFTtANpS AND STORMVyATER 9RANCH
INDEX
SHEET DRAWING TITLE
N0. N0.
1 G-1 COVER SHEET
- 2 G-2 GENERAL NOTES w h
~ eermn a. - - t
S i uaa°eee tt. } 3 C-1 SITE PLAN
reed.°o~ Hype Ra.
4 C-2 PLAN & PROFILE
p Ro,
qd. ti"~ AE• 5 C~ PLAN & PROFILE
40
a~ ~ ~ , ~ "^b m~, I- 4D b C-4 EROSION CONTROL PLAN
N " • - ~ 7 D-1 CONSTRUCTION DETAILS
L ,q 5 w,u„ 6lnper A6
q ~ Q 5 ~ 8 D-2 CONSTRUCTION DETAILS
~ ~.w> ri°w.
q~ { yd ,8 9 D-3 CONSTRUCTION DETAILS
14e, ) } AauMrroe AE.
C, vM/1. i A Fal 4 ~~fs "N° ~s o ~ 10 TCP-1 TRAFFIC CONTROL PLAN
~ ~ ~~~h D ~ °~~h
J i y" Mier." I eA1N° 9 ~ sA~
° ~ ~
z a c+• ` " fi PROJECT „r g ! y ( 1 3 I
"na o.. ~ r
fi LOCA ON ~ Em - ~ ~ x
oia, In 7 HonaYeuo Atl. bmkvl
LEGEND a.re. A o-~k°' Y 3
Q Ra ~ 3 ®e.,WATER VALUE ~ ' Ra Ry ~ °y
...FIRE HYDRANT ~ ~ Q. r Cr.
O...WATER METER ®...PROPOSED MANHOLE ~ 4' en:, is a. - ~ l
0 ...WATER MANHOLE Q .e.GEOPROBE LOCATION ' Pp
®PM...POWER METER .,.TREE/SHRUB e ~ ~ $ ~A~ J
...POWER BOX rye ~ ~ ...TREE PROTECTION FENCE ~ ~ ~ ...POWER POLE ~ ~ A
SG~...SWEET GUM sr. ....COMBINATION UTILITY POLE \ S1 a.
,..GAS VALUE PN~ee.PINE _ Y ~ 9Q 4~~ ~ b
GTS.e.GAS TEST STATION HW ,..HARDWOOD ~ b m ~ 8 ~ ~ d' d
u Y 6• Q CO...CLEANOUT ; k r d• n.
~`r ? i O ...SANITARY SEWER MANHOLE F s "^?y a s
O e..STORMWATER MANHOLE ~ ~ " `ed• s 0 MB...MAILBOX Q'~»,, ~ ~ ~ ~ cr. xx . ~ ~ o
0 SG...SIGN ~ a+a* ~ ! M n
a 0 SP.,.STEEL POLE ~ ~ ~ 'pan. d Rai: ~ 7 I ~ u4d r ura ~ "
DIP...DUCTILE IRON PIPE sb a°+K ~ ~ ~ I'~ ~ ~ ~11~~ ~ , j1
A4 STLe.eSTEEL r~ V Aa ~ 1, I,~~IIIIII111j~ , '1
CPP...CORRUGATED PLASTIC PIPE ~ ~
SS SANITARY SEWER LINE R ~ ESS/ '''°:~9~': ~ S,. ~ ~ ;'p 4 ,
E EXISTING EASEMENT S~,, ' ~ • "r1 GrrMM M. SEAL
- 300 EXISTING 5' CONTOUR LINE cx. o-. - 6 a 0239 5
-P POWER LINE FIELD LOCATED ~ ry~~ ~,r F a ' v; ~':FNS
G GAS LINE FIELD LOCATED a ; 4 ~ ~ r R ~ Ad ~ ~ ~b< s ~ , ,9 I NE.°'
T TELEPHONE LINE FIELD LOCATED " ~ ~ ee ~ m„ , 6 F ~ /~1111111111~~,
f. W WATERLINE FIELD LOCATED a. ~ ~
TV CABLE TV LINE FIELD LOCATED
TFO FIBER OPTIC TELEPHONE LINE FIELD LOCATED ~C~N~~ P V
W WATERLINE MAPPED PER RECORD SCALEo I"=2000`
RCP PIPE
SILT FENCE
PREPARED BY
PREPARED FOR ~r
E A R T H T E C H
a m
0 701 CORPORATE CENTER DR111E
ORANGE WATER AND SEWER AUTHORITY SURVEY SOURCEo ~ SUITE 4T5
m~ 400 JONES FERRY ROAD Titan Atlantic Group
CARRBORO NC 27510 5240 Green's Dairy Road ~ ~ 9 Road RALEIGH, NORTH CAROLINA
9 19-968-442 I Raleigh9 NC 276 16 m° 9 19-854-6200
° 9 19-968-4464 (fax) (9 19) 873-22 0 919-854-6259 (fax)
° QQ U° /Q
~N
Or F~
QO

GENERAL NOTES:
N B B
F N w N H
L CONTRACTOR SHALL ABIDE BY ALL LOCAL AND STATE LAWS AND/OR ~ > ¢ C7 J O
ORDINANCES TO THE EXTENT THAT SUCH REGULATIONS DO NOT CONFLICT 7 J
WITH FEDERAL LAWS OR REGULATIONS. Q ~
16. TOPOGRAHIC 2. AN ATTEMPT TO LOCATE EXISTING UTLITIES HAS BEEN MADE DURING UTILITY INFORMATI 'OGRAHIC SURVEY PREPARf.D BY TITAN ATLANTIC. SUBSURFACE INFORMATION PREPARED BY TITAN ATLANTIC. GEOTECHNICAL J J
~TION PREPARED BY GEO SOLUTIONS, INC. SUBSURFACE UTILITY
PROJECT DESIGN AND THE INDICATION OF SUCH IS FOR THE USE OF WFORMATION PRE ENGINEER DURING DESIGN AND CONTRACTOR DURING BIDDING. AND GEOTECHNICA CONTRACTOR IS RESPONSBLE FOR LOCATING BOTH ABOVE AND BELOW MANUAL. OTECHNICAL INFORMATION CAN BE FOUND IN THE PROJECT ~n m ~
c~ c~ o
GROUND UTILITIES AND CONSTRUCTING THE PROJECT WITHIN THOSE 17. ACCESS TO E :ESS TO EACH RESIDENCE SHALL BE MAINTAINED AT ALL TIMES TO
EXISTING UTLITIES. NO ADDITIONAL PAYMENT WILL BE MADE FOR DELAYS, THE EXTENT POS WAGES, EQUIPMENT COST OR OTHER EXPENSES OUTSIDE OF INSTALLED HOURS PRIOR FOR TENT POSSIBLE. CONTRACTOR TO CONTACT RESIDENTS AT LEAST 72
PRIOR FOR PARKING ARRANGEMENTS. CONTRACTOR SHALL
MATERIAL COST AS LISTED IN THE BID. MAINTAIN ACCESS V ACCESS TO ALL PROPERTIES WITH IN THE LIMITS OF z
UCTION THROUGHOUT THE LIFE OF THE PROJECT. z o a N
3. CONTRACTOR SHALL GIVE WRITTEN NOTICE OF CONSTRUCTION START CONSTRUCTION TH
DATES (COPY TO THE ENGINEER) TO ALL HIGHWAY DEPARTMENTS, 18. OVER WEEKEN MUNICIPALITIES, OR PUBLIC SERVICE ENTITIES WHOSE POLES. WIRES, PIPES, PAVEMENT CUT T CONDUITS, SURVEY MONUMENTS, BENCHMARKS, OR OTHER STRUCTURES DUE TO DELAY C MAY BE AFFECTED BY THE CONSTRUCTION ACTIVITIES. UNLESS OTHERWISE 3 WEEKENDS AND HOLIDAYS COLD PATCH SHALL BE USED ON ANY z 3 ~
NT CUT TO BE PATCHED ACCORDING TO PAVEMENT PATCH DETAIL a w
DELAY CAUSED BY ASPHALT PLANT OPERATIONS. ~ >
w J ~
APPROVED, ALL UTILITIES, DRAINAGE, STRUCTURES, ETC. SHALL BE KEPT 19. THE CONTRAC CONTRACTOR SHALL BE RESPONSBLE FOR MAINTAINING TRAFFIC W a z
OPERABLE. ANY DAMAGE OF THE AFOREMENTIONED STRUCTURES SHALL BE ACCORDANCE WITH a ANCE WITH THE REQUIREMENTS OF THE MANUAL ON UNIFORM
REPAIRED OR REPLACED AT THE EXPENSE OF THE CONTRACTOR. KNOWN TRAFFIC CONTROL CONTROL DEVICES, LATEST REVISION, AS PUBLISHED BY ~ P
UNDERGROUND LINES ARE SHOWN ON THE DRAWINGS FOR INFORMATION NCDOT.APPROPRIA ONLY. THE CONTRACTOR SHALL HAVE ALL KNOWN AND UNKNOWN PIPES, DURING TIMES OF APPROPRIATE LENGTH OF MEDIAN BARRIER TO BE INSTALLED N ~ Z
TIMES OF OPEN TRENCH NEXT TO TRAVEL LANES.
LINES, ETC. LOCATED BY CONTACTING EACH OF THE FOLLOWING ENTITIES FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING: 20. CONTRACTOR
JTRACTOR SHALL AVOID DAMAGE TO SEPTIC TANK DRAIN FIELDS.
N.C.ONE CALL CENTER APPROXIMATE LOC (MATE LOCATION SHOWN ON PLANS. IF DAMAGE OCCURS,
PHONE " I-800-632-4949 CONTRACTOR IS R CTOR IS RESPONSIBLE FOR REPAIRING DRAIN FIELD WITH A LEAK-
REQUIRES A MINIMUM NOTICE OF 48 HOURS FREE METHOD. NO =THOD. NO ADDITIONAL PAYMENT WILL BE GIVEN FOR REPAIRS.
THE CONTRACTOR SHALL ALSO EXCAVATE AND EXPOSE ALL EXISTING 21. DISTURBED A UNDERGROUND SYSTEMS NEAR THE PROPOSED WORK IN ADVANCE OF FOLLOWING TRENC TRENCHING OPERATIONS. RATE 120 LBS/A 4. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE CHAPEL CONSTRUCTION S CURBED AREAS TO BE GRADED, SEEDED AND STRAWED IMMEDIATELY 0 ¢
ING TRENCH CLOSURE. USE TALL FESCUE OR K-31 AT PLANTING
?0 LBS/ACRE. ~ c`~, ~ ~
z ~n Y a
¢ w x a 0 o v a
RUCTION SEQUENCE:
HILL PUBLIC WORKS DEPARTMENT AND DUKE POWER WITH REGARDS TO I. AFTER OBTAI UTILITY CONSTRUCTION ON RIGHT-OF-WAY, PROTECTION OF POWER DISTURBANCE AN
fER OBTAINING NOTICE TO PROCEED AND ALL NECESSARY LAND
FACILITIES, TRAFFIC CONTROL, ROAD TREATMENT, HOURS OF OPERATION, CONFERENCE WIL PEDESTRIAN TRAFFIC, ETC. tBANCE AND CONSTRUCTION PERMITS, A PRE-CONSTRUCTION =
RENCE WILL BE HELD, AFTER WHICH CONSTRUCTION OF THE SEWER
MAY BEGIN. NOTI EGIN. NOTICE TO PROCEED WILL BE ISSUED UPON EXECUTION OF
5. ALL CONSTRUCTION SHALL BE CONTAINED WITHIN HIGHWAY RIGHTS-OF- CONTRACT. ACT.
WAY, EXISTWG SEWER OR UTILITY EASEMENTS, AND/OR EASEMENTS z, INSTALL ERO ACQUIRED BY OWASA. NO ENCROACHMENT OUTSIDE THE OWA ;A PLACED PRIOR T
TALL EROSION CONTROL. ALL EROSION CONTROL DEVICES SHALL BE
EASEMENTS, PROPERTY, OR HIGHWAY RIGHTS-OF-WAY SHALL ISE ALLOWED. EROSION OF SED CONTRACTOR SHALL LIMIT CLEARING AND CONSTRUCTION AC ~IVITIEiS TO MATERIAL ONLY D PRIOR TO ANY LAND-DISTURBING ACTIVITY IN ORDER TO PREVENT y~
1N OF SEDIMENT. CONTRACTOR SHALL STOCK PILE EXCAVATED
THE EDGE OF THE EXISTING SEWER/UTILITY EASEMENT OR RIGHT /3p OF-WAY, COURSES. IAL ONLY ON SIDE OF NEW SEWER TRENCH AWAY FROM WATER
WHICHEVER IS NEAREST THE PROPOSED SEWER. E5. F
3. REMOVE TREE COVE TREES AND CLEAR AND GRUB EASEMENT AND RIGHT-OF-WAY
6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND q, CONSTRUCT MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NORTH SERVICE STUB 0
JSTRUCT SEWER FROM EXISTING MH '~35-G4-00 I TO NEW MH 6. INSTALL
CAROLINA tROSION AND SEDIMENT CONTROL PLANNING AND DESIGN OF MH 7. ONCE :E STUB OUTS AND AIR TEST THIS PORTION PRIOR TO INSTALLATION
MANUAL, LATEST REVISION, AND SHALL REMAIN IN PLACE UNTIL THE AREAS MH 7 AND 8 WIT 7. ONCE AIR TEST PASSES FOR MH I THROUGH MH 6. THEN INSTALL
THEY SERVE HAVE BEEN PERMANENTLY STABILIZED. AND 8 WITH SERVICE STUB OUTS AND SEWER MAIN UP TO STA 22+75.
AIR TEST FROM _ST FROM STA 22+75 TO STA18+7q. _
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WSPECT ALL 5. INSTALL DOG EROSION CONTROL DEVICES PERIODICALLY AND AFTER EVERY RAINFALL. 6. INSTALL SEW ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS PROPER ELEVATI OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. TALL DOGHOUSE MH 9 AND ALLOW SEWAGE TO FLOW IN NEW SEWER H
TALL SEWER FROM MH 9 TO EXISTING WETWELL. CORE WET WELL AT
R ELEVATION AND GROUT IN NEW MAIN. ~
8. TREES AND STUMPS ALONG SEWER ROUTING AND EASEMENT ARE TO BE 7. REMOVE PUM REMOVED. TOPPING AND SEGMENTING WILL BE NECESSARY. CONTRACTOR FLOWABLE FILL. 40VE PUMP AND APPRUTENANCES AND BACKFILL WETWELL WITH a
BLE FILL. FORM NEW TROUGH AND INVERTS.
RESPONSIBLE FOR PROTECTION OF PRIVATE PROPERTY AND TREES OUTSIDE W
SEWER EASEMENT. WORK HOURS HOURS
9. ANY EXISTING FENCES, WALLS, SIGNS, LANDSCAPING, MAILBOXES, I. HOURS OF CO 1RS OF CONSTRUCTION OPERATIONS SHALL NOT BEGIN UNTIL 8:00 A.M.
GUARDRAILS, ETC. ALONG THE SEWER ROUTING ARE TO BE REMOVED AS
NECESSARY AND REINSTALLED IN THEIR ORIGINAL CONDITION (OR BETTER) z, DO NOT CLO AND IN THE ORGINIAL LOCATION. NO SEPARATE PAYMENT WILL BE NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
ALLOWED. PAYMENT TO BE INCLUDED IN THE APPLICABLE UNIT PRICE BID PINEY MOUNTAIN RD 6:00 A.M. TO 8:30 A.M O
FOR SEWER, UNLESS OTHERWISE NOTED. ALL HIGHWAY SIGNS SHALL BE
RELOCATED AS NECESSARY SUCH THAT THEY REMAIN UPRIGHT AND 3. DO NOT STO LEGIBLE AT ALL TIMES DURING CONSTRUCTION. NOT STOP TRAFFIC FOR MORE THAN 5 MINUTES AS FOLLOWS: W Q =
PINEY MOUNTAIN RD 6:00 A.M. TO 8:30 A.M 3 ~ Q
10. THE COST FOR DIVERSION OF WATER IN DITCHES. SHALL BE INCLUDED IN N d
THE APPLICABLE BID PRICE FOR EROSION CONTROL NO SEPARATE PAYMENT q. NOTIFY EMER WILL BE ALLOWED. fIFY EMERGENCY SERVICES PERSONNEL AT THE BEGINNING AND END ; ~ ? O
OF EACH DAY'S CH DAY'S ACTIVITIES OF ANY TRAFFIC PATTERN ALTERATION r
iING. BUT NOT LIMITED T0: ROAD CLOSURES, TRAFFIC SHIFTS. LANE ~ Z
I I. INSTALL SILT FENCE AS INDICTATED TO PREVENT ROAD SILTATION AND INCLUDING. BUT OFFSITE SEDIMENTATION. CONTRACTOR RESPONSIBLE FOR OFF SITE NARROWING, LANE WING, LANE CLOSURES, AND FLAGGING OPERATIONS. NOTIFICATION ~ ~-O
SILTATION AND STREAM DEGRADATION. ALL DITCH CROSSINGS SHALL BE TO BE MADE BY MADE BY PLACING A CALL TO THE "9 I I" OPERATOR. O ~ ZQ
RETURNED TO THEIR ORIGINAL CONDITION OR BETTER UPON WSTALLATION W
OF SEWER LWES. EACH CROSSING SHALL HAVE THE ADDITION OF FILTER Oyu ~ W
FABRIC AND RIP RAP PLACED ON EACH SIDE AS SHOWN ON THE BRANCH d 0 Q
CROSSING DETAIL.
Y d = W
12. ROADWAYS AND SIDEWALKS SHALL BE PROPERLY CLEANED BY THE END
OF EACH WORK DAY TO REMOVE SEDIMENT. STOCKPILING ON SIDEWALK
AND IN TRAVEL LANES IS PROHIBITED. Z
n° 0
13. DISRUPTION OF SERVICE AS REQUIRED BY THIS PROJECT SHALL BE
COORDINATED WITH OWASA BY THE CONTRACTOR. A MINIMUM ONE WEEK
NOTICE SHALL BE PROVIDED TO OWASA PRIOR TO ANY SCHEDULE OUTAGE. N ~cnq "~w
' ~.`~=~.~~FES$/p~ N,9 :i DATE ~
14. CONTRACTOR SHALL BE RESPONSBLE FOR REQUESTING AND OBTAINING
APPROVAL FOR ANY CHANGES IN THE PLANS OR HOURS OF OPERATION ~a SEAL 9(' ~ PROJECT NO
FROM ENGINEER. = 023965 70936
'~9 •~~NCI NF.FPiq. v'`: FILENAME
I5. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION ACTIVITIES, THE '',Ry W M~~`r`~
CONTRACTOR SHALL VERIFY THE BEGINNING, ENDING, AND OTHER CRITICAL ~iir~~~~~~~„~~~ SHEET NO 2 OF 10
(PIPE AND CREEK CROSSINGS, ETCJ ELEVATIONS. BENCHMARK DRAWING NO
DESCRIPTIONS, ELEVATIONS, COORDINATES, AND DATUM ARE SHOWN ON
THE PLANS.
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T~fOMAS M. PETERS M. PETERS y.', i, JOHN RAY Tyr G~' ~ w
309 ORBUSP~ MTN. IRBUSR MTN. ; ~ APPROXIMATE ~ ~ BETSY DAMS ~~1 ~ 4~1. 3~~ z 3 ~
D. R. LocaTloN of ` ~ PI~~ ~ 9880-50-9875 ~ E 1 g P~~ e 4P~. ~~51~ SEPTIC DRA~.~ FI~L~t ~ ~ ~ ~ ~ J
NOF !PER OWfJER ~ . DB 1 PG 779 •7.- ~ w~~ ° ~~a a- > ~ ~ 107 APPLE ~ ~Wryy
BEATRICE PREIS6LER wro Q LL °k~
LIVING TRUST MHO ~ SEPTIC TA Z x ~ OWNE 1 ~ l9 / ~ (PER u. 0'
354 LESLEY CR, ~ ,
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, 3 2 . C"~9USH MTN ® x z ~ ~ ~ '`'APPROXIMATE 4` . DRAIN PIPE ~
,,f GR ~ ~ ~ ONFIGURATION r'• . ~ (PER OWNER
f r''r i N W i ,r n w
G1 ' / 1r ,/f i y,' / ~ ~ ~ ~ V lY N Ul ~ NlF wpm w
B IS APPRDXIMAT ~ ~ w x LL
r' LOCATIDN OF R!~ ~ t, ° ~
r a \'f SERVICE LIN ~ ",~0 ~s ,~I9v °~'8~4~,,;~, ~N !PER OWNER) s ~ ~ ~ P ~0 - ~ ~ ~ ~ r QpR ~1 P1~ p0 , • , ~ ~ 5 ,~'m ! . ~ ~
° x s~ - " Z~` pF ~ ~ ~ ~ 2,~ r~ 11 0 - ~ ~
GWASA MH # 35-G3-005 a~ . • P pGP p~ E ~ ~ ''Ao ~ o w i (n cn E ~ ~ ~
~ ~ ~ r t7 S~,P ~ P ~ v2 ~ ° N a ~
~ ~QE MATE z ~ Y d ~ APPRDX I , 0 a; tr w z d o r MH8 ! ~r+',t DRAIN PIPE T ~ ? ? U Q v w
1 CONFIGURATION , - ~ ~
~ (PER PROBE RO r''~ ~ ~ j, ~ ~ 1 ~ ,C1, } ~ _ i ~ _ t,, ~
T t - ~ ,~f5, y J ~ ydi?
~ ~ t ~ _ ~a ~ ~ / e''`~ "1 Z p
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~ CARDLYN B 1~ ~ s ~ N/F ,ARGLYN P JEFFERSON ,
PIN • 988f~ PIN ~ 9880-60~~0528 ~ ~~t~, BETTY ~ ~ V
APPROXIMATE DB i 735 / Nf~ ~r ~ APPROXIMATE ~ OCATION OF 455 PINEY DB 1735 l PG 591 ~ ~ F ~,0 ~r MAJGR W DEER `i P ~ ~ ~ tJ ~ Fes- ~'o~ ~I9a ~ 9880°80-187 455 . INEY M ~ N. PD, ~ _ _ 10 pp~ / ~ ~
7 - r 324 MTN RAIN PIPE ~ SEPTIC DRAIN FIELD , MAR~C LLLIC~F DA4IS DP, D x ~P~p~~E ~9ti . BB 218 I PG 173 \
~ ~ CONFIGURATION (PER PROBE RODI ;,--t , ~ IN 988L~M50-6I83 (PER OWNERI ~,°Z~~~Rp~/ ~ 1~d3 APPLE ST. W . ~ , ~ o s ~
F~° DB 972 / PG 38G , , iD4 5~-IMMERLIN ~JP,x E ~ 5 lQ~ ' ' T
' ~ ~ APPROXIMATE _ - F~PPROXIMAT l~ i \ ~ 'r'~ DRAIN PI 1
{ ~ ~ ~ GRAIN PIPE ~ ~ ~ CONFIGURATION r,~ i~~ PIPE LEAVES EXISTING RESIDENCE ',~~CANFIGURATION i
i ON NORTHWEST FACE OF FOUNDATION (PER OWNER) ` C~ ~ ~ (PER OWNER) 1
(PER OWNER) ~
~ ~ ~ ~ ~ - ` ~ y
~ - N/F \ 1, MH7 ~ ~ ` o i'~~ _ V• -
} CLARA BALOWIN TEMPORARY PIN • 98 - - ~ ~ NIF ~ APPROXIMATE NSF ~ t N OF \ KAREN M GREEN ~ o , w ? ~ LDCano s ,
80 50 9480 coNSrnucnoN DB 484 / PG 637 PIN • 9880nS0-1697 { ~ SEPTIC DRAIN FIELD J R MANLEY ~ ~ (PER PROBE R4a~N • 9880'60'2872
- EAST 429 PINEY MT RD m ~ ~ ` N, , OB 1900 PG 165 ~ i
N/E P~~RIEL I_ 1~RICHT , 457 PINEY h~TN. RD. ~ ` ~ ~ / / OB 198 / PG 920 `i Z ,V ' r' ~w,~ ~ 101 APPLE ST.
IPA X980-5-9908 _ SEPTIC TANK \ .l ~ \ TANK ~ ~ • , f ' /
~ t ~ PG r,.,"_ ~ (PER OWNER 1 , t ~ d qq a' ~ ~ ~ - p ~ -r,° ~ 4 , ~ ' ~ t ~ l ; ~ l , ti ~ER1 r ' ~ -9~'RRXI'~R, _;K V H
sl ~ r MH2' „ . _ _ _ it 1 t~I PE t - r' . ~ ION t, STORY BR i ~ ' ~ 1 !
,3`-~ ~ ,I 4.rr-~ ~ ~ - _ DWE_~ING 1 ' (PER OWNER) ~ ~ , 1 1~? TANK
MH1 - - - _ _ _ _ _ - 13+ - D~ - - ~ ~ 1 T SEPT I C • APPROXIMATE , • ~ - , i 1'~ ~ (VISIBLE)
r , - - - - - - LOCATION OF J tl;,,,~,-'<~
~ _ _ GWASA MH # 35-G4-002 _ , _ ~ ,~O r , _ j ' ~ EPTIC DRAIN FIELo- ~ ~ 4 ~ Q ~ ~ (PER OWNE C` ~ ,
_ ~ , ' ti - ~ - ~ h d -.m r gg t n _ 1 ~ i
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OWNER KNOWLEDGE ~...,w ~x ~ OF SEPTIC SYSTEM ! ~ . - ~ ,,~>u. ~ F Q
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p + ' GWASA MH # 35-H4.002 ~ f ' ~ .1 ~ C/ W
~ ~ ~ ESS%~' ~ I-
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N N b ~ ~ ~ ' 023965
'q _ t 9 '•~~I NE~~ ~v~:
~~`TN " !~DRPE ~ s 7 ~ ~ Ry 111
S7S - i W. tJi 111\ 1111 n 11111
w,,, ' .I'I°~~ ~ iY?~. r(L1 a C NOTES: DATE
D - 'S b04
U 1 / q N ~ 1. HORIZONTAL DATUM USED FOR THIS PROJECT IS NAD 83 (US SURVEY FEET) AND VERTICAL DATUM IS NAVD 88 (US SURVEY FEET). PROJECT NO HORIZONTAL AND VERTICAL BASIS FOR THIS SURVEY ORIGINATED FROM CONTROL POINT GPS 2 SHOWN HEREON. 70936
and q m 2. THE SURVEY CONTROL WAS PERFORMED TO CLASS C 2-II FGCC SPECIFICATIONS USING STATIC GPS FIELD PROCEDURES AND THE
NETWORK WAS REDUCED BY LEAST SQUARES ADJUSTMENT. FILENAME
C~ SURVEY SOURCE: GRAPHIC SCARE 3. THE GROUND CONTROL COORDINATES ARE LOCALIZED COORDINATES BASED ON NORTH CAROLINA STATE PLANE COORDINATES C1.DGN ESTABLISHED BY TITAN ATLANTIC GROUP FOR CONTROL POINT "GPS 2" HAVING THE FOLLOWING COORDINATE VALUES:
m NORTHING 801,497.8350 FASTING 1.986,492.445 ELEVATION 503.36. SHEET NO
° Titan Atlantic Group 4~ ~ z~ 4~ 0 4. PROJECT COMBINED GRID FACTOR IS 0.999923120. THE HORIZONTAL AND VERTICAL CONTROL EXCEEDS THE PRECISION 3 of 10 REQUIRED FOR CLASS A URBANISUBURBAN TOPOGRAPHIC SURVEYS.
5240 Green's Dai Road ry aQ 9 5. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS UNLESS OTHERWISE NOTED. DRAWING NO
U~ ° Ralei h, NC 27616 6. CONTROL POINTS SET ARE 3112" ALUMINUM CAPS ON 518" REBAR STAMPED WITH CONTROL NUMBER.
919 873-2211 1 INCH = 4~ FTa m~ o_ r~ 7. ALL COORDINATES SHOWN ARE LOCALIZED GROUND COORDINATES. C-~
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5 ID MH. #1 STA. 12+20.65 x° ~ ~ ~ . ~ i ~ N L9
_ o ? 5 ID MH. #3 STA. 14+31.64 O - 30 50 51 RT . _ o ~ l F- N W
~ - 08 21 24 RT . r M r s 'e f' ~ ' ~ ~ ~ a0
! . - C'J J ~ ~ ~ f
? ~ 5 ID MH. #2 STA. 13+09.35 , 3 Q ~ ~ r~~
o ~=133341 RT. ~ ~ ~ ~ ~ Q P ~ ~ r ~ ~ ~ ~ ~ ,
~l 0~ . ! G J J U r. 1` PN
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TEMPORARY ~ ~ , 'OW , z fiN ~ SG (n rn rz ~ _ K ~ c~ ~ ? s o
CONSTRUCTION ESM T ~ , ~ , PN
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1 N ~ 1 a.~. 1 _ ~ N L l A `
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OWASA MH. 1 cn z
~ MH. #4 STA. # 35-G4-002 ~ - 5 _ o ? #4 STA. 17+51.57 ~ - t CO Q
~ _ . ~ - 10 56 23 'e ~ ~ / ~ I M 10 56 23 LT . ~ W
R~ G~~i / -1 ~QPg56 ; V a~6 i ~ _ ~ . pIP _ . w - - - - _ 6`Sfit - , Cb t. `~s~(}~ Z 3 ~ .SUE LOCATION`Y. ` Q W
6 _ - ~ - N - ~ - 16^p P x~~ ' 1 `1 ~ ~~a - ~ f'- ~ j NO J + ~ >
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16 0 ~ SUE LOCATION - 6°~~~. BORE 4 SERVICE ~ ~ ~ - _ _
ss~~~~ Toy=~~~, Qz ~ O - - g_ n ~ - - - _ K N ¢ ~ ~ - W ~
L WER EX. WA A UNDER ROAD, - _ ~ ~ 0 0 S INV IN 4 6, ~,3 - G---------- - _ i. FZ w 6"STL ~ z ~ ~
iNV.ouT=4a~a~~~_ r INSTALL CLEAN-OUT o MH. # 35 G4 001 124.55 29 UC7 a ~
STA. 10+99.72 co M.# TA 1 +74. ~ W W s H 6 S 9 27 _ o r 11 ~~N ~
OFFSET 8 DIP ? 0- 90 00 00 LT. o . / aim ©J
1 FROM MH TO ~ ~ J Maui ~ a ~ U w Z (n (n E ~ _ _
_ BORE 4 SERVICE b j i C7 C~ J J
AVOID EX. 12 VCP UNDER ROAD ? n N a ~ Z (n Y ~ ~ ~
BREAKDOWN & REBUILD INSTALL CLEAN-OUT ~ ~ W I d ~ ~ ~ O O U Q ~ w
EX. 5 ID PRECAST MH ~ s CONC. PIPE SUPPORTS RT JPPO S
TO NEW INUERT RITERIA C MH. #5 STA. 19+05,75
1, SEE DETAIL SHEET D-1 O SSMH 10P•439.85 •435,25 ' BEET D -1 _ o r ?r ,p - 08 57 34 LT .
O INV I4N ©lJT•4~5, 18 ' a~ _ f
e a NOTE. ~e E'~ ~ ; ~ GRAPHIC SCALES
Contractor to ro er shore trench, No o en PPIY p TIE TO EX. OWASA `,fv ~ VI 11I I Ill, ~i r,, 4Z m 20 4~ v r. ~
N 1 trench allowed when Contractor is not on site, ~ ~ a CARO ~.p
MH. # 35-H4-002 Median burners or similar burners shall be used ~ ''ESSi'' ti ;
n STA. 10+00.00 } between travel lanes and o en trench, ~'q''; HCRIZ. ~ 1 INCH = 4~ FTo
q~ p ' ~ SEAL ~ ~ W
023965 1~ ~ 5 1~
~
'~Ry 1~ VERT. ~ 1 INCH = 8 FT. ,,,1 w. M 1,,,
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o GAS _ ~E INV 58.03 _ 16 WAR _ ~ ~ ~ SEE DETAII S EET D-1 ~ _ _ ~ ~
_ SERVIC a N + - - ~ N
a. ~ _ - ~ u. _ _ W
REMOV EX, 8u _ - _ W ~ ] DC I- .""'r,,. N N a rn
f CLAY -EWER 30 Q ~ _ 0
-PIPE a n 13.74 LF 6 Q,40% 1~4 $ ~F $ 4,44 ~i8,52 9 @ p _ w D 0
319.94 F 8 @ 0,40 0 4~ - D. 0~ @ a a ~ ac
12.29 l 8 0 40~ _ ~ _ _ _ o
~ ~ ~ ~ ~r © _EK. 4":.:RCP 3 7 0 r~ _ - w W a Z ~E -5 +
8 @ .40°/0 to a _ _fNV 446,41 _ a 0 -BACK ILL TREK H W/ a
Oti 85 lF 1 TEE _ ENC EMENT ~ '
_ ~ Cl BETWEE RCP _ n W = ~
1ti q INST L BY WITHI 12 0f G ~ ~ _ _ _ _ ~ ~ AN PROP, S ER
~~C~ fP~ _ - Z0
THRO GH R0 SEIS 1C VELO tTY PRO ILE NOTE _ Z R ~ _
M _ 12 r n I z. ~ 5 feet pe eco d (fp) or less n typ~ca y be e c ated w out b ~ ~ 50 P 0 ated wR out blasti _ _
O0 N ~ ~ ~p _ _
1 ~A N ~ ~ ~ h •
~ ~ ~ ~ ~ 4300 feet per econd (fp) or great r anticipa a blastin or other mean, . or other means o mcfunng pnor to cavafing, ~ ~ . _ o r~ o:
O - ~ ~ _ See pendix of Sped .cations r detail S smrc Irne tigatron, tlgatfan, v oo _ o~ ~ c: DATE ~ ~ ~ ~ 4~U4
U Z = -
Z Z d z ~ m~ - - • O ~ ? Q ? PROJECT NO
_ _ > > _ 70936 zz z_ _ _ZZ_
~m FILENAME c2,dgn
m° 0
SHEET NO 40F10
a aP
U~ ~O ~N DRAWING NO
or r~
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m
m ~ N ~
~ N ~ BACKFILL WETWELL WI PLOWABLE
~~o FILL AND FORM TROUGH ~ J
E T Q S E DE AIL SHEET D-3
1~ Y
E ~ z ' ,F' ~ J J U
~ Z
~ / (n (n ~ r ~ ~ EX. FORCE MAIN TO BE PLUGGED INSIDE ~ ~
~ ~
55 s ; , WETWELL AND ABANDONED. INTERIOR OF
~3 0 0 f.. ~ ~s ` ~ WETWELL TO BE COATED WITH CALCIUM
P 1 ~ ~ G G 'e .ACUMINATE BY OTHER
5~ Y \ iF5 ~ ~ ' V ~ E
~ ~ '3~ ~ UJ Z ~ ~ ~ ~ ~ i' Z O
fr: , ~ H ~ ~ J ~
NOTES ~ PUMP STATION TOP=464, ~ ~ ~
RE 11 A~ \ INV IN(S)•451,45 ~ ~ (n ~ REMOVE & REPLA E EX. 4 CPP ~'e Irvv rnlw~•a55.8a i Z 3
1. Manholes to be Vacuum Tested Per OWASA Specs ~F55 , r,r . DR - ~ ~ FM OUT(TOP OF PIPE)•45 4 ~ ¢ W DRAINAGE PIPE A NECESSARY ~ ~ TIE TO EX~ WETWELL J
~ > r.
2. Followin Air Test & Service Connection; ~-FS5' g ' ~ STA. 24+75~ 22 J ~ ~
Abandon Existing Pump Station Site by Removing r~" EX. OWASA MH #35-G3-003 - ~ EX . PUMP ST . TO BE ~ z ~ ~
Old Equipment From Site and Backfilling and Com actin p g { ~ ~ DE-COMMISSIO ED ~
EX. FM TO BE PLUGGED Site. Then Grade, Seed and Mulch Area to Original Topography. ' ; 11 ~w,~; ~ (SEE G1 NOTES
FROM INSIDE MH. 6 .J. N 'o r
D H E .Sewer Lin Under Construction shall be Plu ith OG OUS 3 es gged w a INTERIOR OF MH. TO BE )GROUSE ak ~ o ~ j 2 0 , ~ r", ~ r~.r~ ~ ~Ya~ ~
Mechanical Plug at the First Manhole Upstream from the MH . #9 STA COATED WI CALCIUM ACUMINATE, I . #9 STA , 23+93 , 42 ~ , t,' ~ ~ ,
Point of Connection. Plug shall be Placed in the Outlet Connection BY OTHERS) ~ ~ ~ ~ ~ ~l Z ~ " °
and Secured with Steel Cable. Plug shall Remain in Place until S' ~ ` , ' ~ ? n w ~1 ~ i~r ~ ~ t tr ~ (A ''f,- W
Acceptance of Lines by OWASA. Before any Construction is to ~ - 2 0
begin on the Site, Contractor shall Protect all Existing OWASA Sewer SSMH ToP•45s. rr((~. 0 ~ ~~r t t: ~ W ~ ~ ~ SSMH TOP 456.97 5'( ~ ,x' c7
Manholes with Iron Fence Posts and Orange Tree Protection Fencing. INV IN(1) •45~ INV IN(1 )•453 0~~ ~ ~ ~ ~ _I~ ,.,r > r ~ w 8 it ~ ~ ~ , ~ , . ~ ~ PROS. 20 SANITARY INV IN(2? 4.55
Water Stone Dirt or an other Debris Shall Not be Allowed to Ent r !A INV IN(z) •4~ ~ ~ ~ y e ~ INV IN(~~Y`45e f ~ ~s ~ ~ Q INV IN(~-Y`452,83 ~~f~ ~ ~ o r, r~< SEWE EASEMENT a
the OWASA Sanitary Sewer System during Flushing Operations or at ~ INV g~T•45z. Irvv gu-r a52.2a ss , ~ , ~ EC SERVIC ~ a w ~ ~ ~ _ _ _ ti
any Other Time. Construction Taking Place in the Vicinity of any Existing ~ / ~ ~ ~ ~ ~ ~ C'J C7 J J ~ w ~O SEWER ~ ~ s o °F ~ ~ ,r n Z Ul Y ~ ~ F-
OWASA Sewer Lines or Manholes shall not Cause any Inflow of Surface w t r, ~ ~ ~ ~ 1~ ~ ~ n',r, ~ ? ? U Q c.~ w
Water or Debris to Enter the OWASA Sanitary Sewer S stem. Existin „ y g 4 CLAY(1) ~ ? a~-,~~
OWASA Manholes Located in Construction Sites are to be kept Clear and -ss a ~ x ~ : ~
Accessible to OWASA Personnel at all Times. The Contractor shall be EX . ASA MH #35 - G3 - 005 1 D ~ ~ PROP. 30 SANITARY x, ~ ~ ~ ~
Responsible for any Damages Incurred to the OWASA Sanitary Sewer ;_a~ ~ _ SEWER EASEMENT r~
System and any Fines Imposed by the State of North Carolina Division ~ i ~ ~ i"~
of Water Quality due to Sewer Spills or Overflows. N CO ATE HED _ y, _ ~ NTRA T R T OC S , CO C 0 0 REL ~
OUT OUTSIDE EASEMENT PROIR TO ~
CLE E _ CLEARING ACTIVITI S ~ . ,
W
A~. MH. #8 STA. 22+74,77 ~ ~ _ o ? _ CD"~ ~ , 4
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N
SEISMIC E~OCITY PROFILE OTE: 0Z
~ Z
2500 fe r seco or less can- ica excavat without blasti . pe P gY n9 ~L' 0
if:~~ GRAPHIC SCALES ~ ~
4300 fe per seco d (fps) or greater a ticpate b asting or other me ns of #ra ring prio o ezcav tng. V III CARO ? II'''/
See ndiz A of S ii~cat' s for d ail Seismi nvesti ion. ~P p~ 9 4~ B 20 4~ ~
0 .''ESS/~~ • DATE
°c ~ o o v a`ro•4n ~ OF ~ 9 404 ~ ti.~': ' .Q
m ~ o ~ ~ ~ HORIZ. < 1 INCH = 4~ FT, _ ~ SEAL _ PROJECT NO " 70936
a - 023965
~o Q Z ~ Z ~ Z Z 1~ 0 5 1~ ';Fj~ FILENAME
00 3~ ~
00 ~ ~ Z ~ Z _Z Z ~ - ~ - ~//11111111111~~\ SHEET NO ERT,= 1 INCH - 8 FTo 5 OF10
0 ap
Up DRAWING NO
M ON O~ N~
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NOTES: t~ R G
~ 1 ~ ~ Z ~ j i/ / V!
1. CONTRACTOR SHALL RESTORE THE FLOWLINE OF THE DRIVEWAY DITCHES AT STA.14+00 AND STA.17+75 +l-WITH CLASS A RIP RAP, ~ t ` \ V I
2, CONTRACTOR SHALL MAINTAIN FLOWLINE AND RESTORE DRAINAGE SWALE AT STA. 20+60+1-. ~ \ ~ /
3. TREES WITHIN ROW TO BE REMOVED AS NEEDED, UNLESS INDICATED AS PROTECTED W! TREE PROTECTION FENCE. ~O, t,` \ \ ,
4. TREES WITHIN SEWER EASEMENT TO BE REMOVED AS NEEDED. 1, ~ TIE-IN
5. CONTRACTOR TO RESTORE TOPOGRAPHY TO ORIGINAL GRADE FOLLOWING CONSTRUCTION. ~ ~ EXISTING WET WELL ~ V ~ ~ ELEV. 453.64 ~ cn ~ •
6. CONTRACTOR TO INSTALL JUTE MATTING ANDIOR SEED AND MULCH DISTURBED s, h )t ~ ~ ~ Ul Z s
TEMPORARY S EAM CROSSING \ ~ J ~
AREA IMMEDIATELY FOLLOWING BACKFILLING TRENCH. TEMF SEEI r 1 SEE DETAIL SHE T D-2 ti . , t•, ~ >
i / Ul ~ ~ ~ Z 3 W r ' ~
J H
' i'" ~ > \ W
V J (r Q
MH ak 4 9 .1 Z m STA 23+93.42 r~ ` ~ , ,
L~ C'
' RES'f~RE';TRE,~IANNEL p
~ ~ ' -C2 ~ FOL~lhOWIN~ C(fjdSTRUCTION N Z ' ~ BUSING CLASS A~tlp RAP 1
~ ~ r:
i ~ ( 11
Jd"4 ~ ~ - ~ m o ..G
f 111 itit~'~n%'.~'? u . ~'7 BHA~L! a' ~ w i ~~np~ \ W U m cn CS ~ - 'y. ~ Z w
f~~= j. _ft
/ 1 ' TREE aROTE~TION NCE ~ ~ r ~ ~ WWg SEE DETAIL SHEET D- ~ a ~
TEMPORAA ~.~.,,1 TEMPORARY STREAM CROSSING , \ /
y„ A,i / SEEDETAII :~v~ SEE DETAIL SHEET D-2 ~ 0 N 0 ~ t J
OWASA MH # 35-G3~005 > ~ ~ LLl r- k ~ ~ U ~ Z Cn UJ E ~ ~ cz~
0 ~ ~ b ~ i C7 C7 J J ~ ~ Q~ r'~ nU1a ~
r'r~ r ~ Z (A Y d ~ ~
STA. 22+74.77 ~ ~ ~ `~`'l, 4'
9'4 ~ / / 'Q
% ~ ,C ~ , _ _
y.. ~ ~ ~ ~
~ SILT FENCE _ _ (1 ~t1
SEE DETAIL SHEET D-2 ~ ~
i , - ~
~ ~ V DENSE TREE GROWTH ~ --~i'~ „
~ i X 1
NG # ` ~ ~ - ~ - ~ W
E' ' 1
~ ~ ~ 1 ' ~Z i ~ . ~ ~
~o I` 'z
; s~i {
~ L ~ ~ ~
m.:~.- ~4 TEMPORARY STREAM CROSSING , \ `1, SEE DETAIL SHEET D-2 r
z 'l ~ i X17 i
1 A 2~+14 01 ~r
. , . ~ rEwwoRARY coNSTRUCnoN A 1 ~ `EASEAENT ROCK CHECK D M ~,-,rr < \ 1 p + `7`
SEE OETAILSHEET D-~ ~ ti ~ ~ I 1
PROTECT . ~ THIS AREA ~ ~ ~ Z n f ~ ;
L; E TQ~•462. 1 INSTA •1 1
1;',, ~ ~ ` \V . ~G' t ' R • 4 ~ IMM LL JUTE MgTI'ING `f,~ w: ,r-, ~ , - ~41T~1Y F~OHANG , _ / v, - - TRENCH BACKFILLI ~
N ~.MH2 " , 7 ~ ~ _ • _ fi ~ 1 ~ ~
.'MH3 r~ STA.13+gA96 y 1} ~ - _ - ~ a J_- STA.'14±31.64 _ MH1 _ i,
t r"_ ~ll - ~ , S`PR12+2Q.85 ~ _ _ _ - ~MMED ~NST ~;`tr ~ s
, - _ u ~,Y.~ _ ~ , _ _ TELYFO TEA41 . - ~ ~ too fiN - - ~ vF,
OWASA MH # 35-G4-OA~ f ~ < ~ - - ~ -~-r` ~ ~ ~ ~ ~ ~ ~ ~ WING ~ G _ _ v- ~ r ~ ~ 8' x 10' TYPE A SEDIMENT TRAPS ~ a
- - jyc 1 .~4~. A ~~J L AF= SEE DETAIL SHEET D-2 , . ~ . W(17
r ! ' - , 4 I ; . ~ . ~ ~ - ' z'. y ~ - ~ _
, ~ - - cu+ss A d~ ~ ~ ~ ~ - - _ - PZN \ ~ = UPS 4~~
_ - - ' ;~;~d ~~~GP°446.?`' INSTALL RA ' •1 _ ' ~ N DI CH lR ~ - ~ - ~1~ ~~~~L.-, WITH , Ay \ - _...-;,~~s 'N`GY
_ - ~ _ r ! h: e` MH •R~ g1. - _ ~ ;
T C' - 4~ ~ I M.a ~ mot`` _ h _ - _ . _ ~ ~ i l Z ate' ~ . \ _ 1 STA _ _ ~ ~1P
1 t y~ \ ~ ~ / ' ~ i 5. _,....a
~i. - ~ y,m ~ ?~vl.} ~ CAL Q^~ ~ - ~ . k>~ ~ , ~ ~ ii . _
~ - ~ - ~MH4 ~ _ = _ L ~ - 9+74.21 Z
~ ~ , ~ ~ & ~ ~ _ . _ ~ L ~ ~ . ~ _ ~ i ~ _ _ ~ , _ .
R _ . _a
v i l- l mil L. 1 \`I l ~ i " . . , ) ~~~~~Y(( ~-_1~~ i.~ n. . ,
~ ` -.....tee,.. $a ~ .~k~ - ~ .k,.~" ~ ~ ~ _ J cn i ' - ~r 1 ~ _ ) _ . -C-_..~,~ f .1 +
1` NO TREE CLEARING THIS AREA ~ 4 ` _ I~ _ ~ ~ ~ t - - _d-~•.~ ~ fY _
t TEMP. CONSTRUCTION ESMT k ~ ~ ..r ~ -~-'r
' ~ ~ ~ ro ,,,a ~ V
3 OWASA MH # 35-G4-001 , s i ~ ~;iJ ~ = 45's , 75 ~ ~ ~
STA 10+99.72 ~ OJW 0 . N 0
i Z = V ct Q Q a
~ ~ v~i = w oc W Z a
W~ 0 ~ a
Q 0 v, V
~ C~ 25' x 15' TYPE A SEDIMENT TRAP ~ " 0H \ ~ ~
OWASA MH # 35-H4-002 ~ ~ ` SEE DETAIL SHEET D-2 W = WZ
STA. 10+00 ~ c~ t t e r° ~ b Z DC
t i 0
i t' ! 1 Z
0
s 1 ~ k ~ 1
~ ~ ~ 1 - 1 K
~ ~ C ~ 4 ; G DATE
t D ~ ~ - CAR ~ I ~N 604
~ ~ 1 i 1 V7 ~ l ~ ' ~.~Q ~ PROJECT NO
m~ ~ t m~ \ Q 9f•: 70936
GRAPHIC SCALE - ~ SEAL =
CN ~O N = 023965 FILENAME CE,DGN 40 8 2m 4~ ; ~ '~;F
~O 9 '~N~I NE~~ ~ ~ SHEET NO
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O aQ W, M 1 INCH 4m FT. ~~niiiii~~ DRAWING NO
U~ ~O ~N
M~ Or r~
Qo C-4

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MANHOLE COYER & RING SEE DETAIL 283,01 i 4'-0" DlA F ~ _ 4'-0" DlA 4'-0" DIA J ~ ~
Bx8xl6 SOLID CONCRETE BLOCK
y y (n (n ~ CENTER W/RISER MIN. 8" CLEAR C~ ?
STREET APPLICATION y W y WALL 14 EACH) BETWEEN EXISTING PIPE AND PROPOSED
~L y y STONE
I i v Y V W V D EXISTING SANITARY , SEWER PIPE 12" THICK No. 5T STONE
v v ~ v 12" FROM TOP OF i COVER TO GRADE ALLOW I'-0° BEYOND RISER STRUCTURE DIMESION FOR
~f' y 'a ,a. ~N SEE SPECS FOR CONCRETE BASE FOUNDATION
~ FIELD & WOODS SEE DETAIL 282.06 M NH RING ANO FOR A OLE ~ APPLICATION ~ ~ (n Z H i~_ IMPROVEMENT ~ Z O WHEN NEEDED BASE ISOMETRIC VIEW Q H
COVER GRADE ADJUSTMENT ~ _ _ nJn N
1~ I i i I LL I--I I W
~ y ;24' DIA i ~ ' ~ 4'-0" DIA PLACE /z' GROUT BETWEEN 4'-0" DIA I 4'-O' DIA Z 3 ~ Q W
~ ADM ~ MANHO E CASTING AND ` pq~Tc ~ GRADELADJUSTMENT OR FRAME J H ~ ~
L a W 6q~ o n3 Iz 8, SEE DETAIL 282.06 kpl . ' ' • °P W ~ J ~
l~ m. y `Y a ' ~ l/ SET DOGHOUSE BASE ~ ~ ' ,D ~ Q , _
N USE ECCENTRIC CONE NOTE 4 r ~ ~ ON CONCRETE BLOCKS ~ Z NOTE 4
y DOGHOUSE OPENING SHALL p Q ~ ~ 6' BE PREFORMED BY ° ~ °
4' DIA. UNDER lo' DEPTH ALL JOINTS WILL HAVE MASTIC ~ -x ~ MANUFACTURER OR ~ p
~ 5' DIA, OVER 10' DEPTH ~ JOINT SEALER & BE PARGED ' INSIDE & OUT WITH MORTAR r SAW CUT TO FIT PIPE ~ ~ ~ , SEE PLANS FOR N Z PLAN VIEWS OUTSIDE DIAMATER PROPOSED INVERT(S) W r ~
~ i ~z`.~"" INFI-SHIELD EXTERNAL SEALING PLUS 6". ~ ~ ~ ~ LOCATION & ELEVATION ~ ~ ~ D - t0 N
s _ . SYSTEM ON ALL BURIED JOINTS - ~ '71-:5. - ~ ~n~q .~~o ~ ~ N o
f. ~ ~ F ~U~ > W w
~ ~ % % (ND ~~T ti ~ \ / / i ~ ~ ~ i TNq MgTeq~ ~ "3 ~ s' o.c. 'y z ~ °~r RISER ISOMETRI z C UIEW =
` ~ N 2'ERIgKFI~ ~ . . I ~ ~ ` ~ 6x6 WI,4XWI,4 WELDED NOTE I U (7 ~ ~
~ ~ ~ ~gRMgT ~ ~ D D~~ ~ ~ D ~ WIRE FABRIC NOTE 4 « 6~ OFR FRIq ` s ' ~ WWO ~ F- J N ~ s
IN, SLOPE OF CHANNEL ~ ' INFI-SHIELD EXTERNAL SEALING O J
TOp THRU MANHOLE _ SYSTEM ON ALL BURIED JOINTS ~F P 0,10' FALL UNLESS pN ~
Ip D F SHOWN OTHERWISE _ ~ . Z Np ~ ON PLANS, "..A- _ , ~ ~ ' " ~ d r ~ (n ~ ~ ~ _ _ ~ tt L7 J J ~ w p W Z ~
pIP FIpF ~ g _ _ i F `;i IP & TON X _ _ ~ fi, ~ 0 ~ p z cn Y n_ ~
0 ZF ~ Ig lip F MI a SEE NOTES 2 and 5 ALLOW CONCRETE FILL DOGHOUSE OPENING p~ 2 p? U Q O w TO FLOW A MIN. AROUND EXISTING PIPE ~ ~ 4.
'O, 12~ fE NTO N, 6, ~ oEp oTEMlpp gF~ m e3 ~ a. ~ I S O M E 1 I'-0' BEYOND BASE WITH 3,000 PSI CONCRETE ISOMETRIC VIEW OF STRUCTURE
Np TN 2i DINT 4W T U Fg I gRIE Op CONTRACTOR TO APPLY
°~as ~ NOTESo WATER PROOFING
N O T E S a 2 SFf; SET MANHOLE IN 12' °57 STONE. I. Concrete benches should be no I SEALANT AT JOINT should be no lower than the pipe spring line elevation
I. Foundation stone shall be required when soil conditions are unsuitable. at manhole wall, 2. An additional I inch depth of cushioning material will be required for each FORMED coNCRETE INVERT 2. Service line entries to have cos 8' MIN. CAST-IN t0 hCVe COSt In pOCe trOUghS. PLACE BASE
additionel2 feet of trench depth in excess of 16 feet up to a maximum of SEE DETAIL 262.02 -SEE SPECS FoR FouNDATioN 3. Radius of invert must have enaL )st have enough room to be able to insert air plugs FOUNDATION SECTION VIEW
12 1nCheS Of CUShlCning mCteri0l. IMPROVEMENT WHEN NEEDED Ond TV egUlpment.
""d ORANGE WATER AND SEWER AUTHORITY F~ q~q,b ~ ORANGE WATER AND SEWER AUTHORITY F~ ; ro ORANGE WATT RANGE WATER AND SEWER AUTHORTf Y F~ ~ ~ ORANGE WATER AND SEWER AUTHORITY FAX (9t9) 968-M6~
OWASA NC Y1510.0.166 U88 wn11 1}18 ow,lex BTMIRIRD sraeoncelwNe owx www.omn.oe( OWASA Crn6ero, NC 27510.0266 use lvna 18E ow.ren arxNalm BP&9~iGnONB ONLY """'°""LOe~ OWASA ne 27510-0.166 UBB 1mi, 188 UBB NR8 r>$ OWA61 BT,UNOAw 6lHCa7GTI0N8 OM8 """•0"~0„ OWASA ~bo~v. NC ~ t~ OW.1BA BTANOARII 6eE(9rtGnONe ONLY www.owr,.ay
SANITARY SEWER Nm7o~9aele ~ of STANDARD ECCENTRIC nor a za o1 STANDARD SEW BGI.& DEfM. • BCAIFi D6d1L • W ?ARD SEWER IlWERT N~T° ~2.0~ PRECAST CONCRETE NaTo s~ ~as..oe
BEDDING DETAIL ~ 5°^°° MANHOLE DETAIL ~ ~ea^°° PLANS FOR P 9inoe 1977 A~ 11.2002 ~ 1 1 Bose 1977 A.yuu13,2002 1 et _ Boee 1977 NS FOR MANHOLE ~ ~ DOGHOUSE MANHOLE ~
F
30'
---i ~ /2' 15' 15'
0 f4) I" DIA. ANCHOR BOLT. ~ Z i
ALL JOINTS WILL HAVE MASTIC HOLES EQUALLY SPACED. ~ eJOINT SEALER & BE PARGED BOLT FRAME TO CONE SECTION. ~
T WT MORTAR ~ ~q' _ INSIDE & OU I H A A (21 TYPE ONE PICKSLOTS ~ I
~ p - p , I MANHOLE ~
SEE owasA srD. y ~ D ~ D PICKHOLE DETAIL DETAIL 282.01 ~I D I, ~ ~ D ° - C~~k ,
FOR CONSTRUCTION { ~ A`~% ~ w I CONTINUATION f l- ? i 12 w iw 3 i z PIPE
E ~ p ~ `-b - ~ ° ~ ° - INFI-SHIELD EXTERNAL SEALING sli
z ~ ~ C-. ~ , ` SYSTEM ON ALL BURIED JOINTS A ~ ~ ~ RIGID P CROSSING OVER 0~~~ a w 1PE IZ° ~ i w FLEXIBLE OR BRITTLE PIPE BELOW
'a D ° '3 @ 8' O.C. 1~ ~ vwi ~ a , a 8 6 wi z ~
D ~ D ~ D s. 6x6 WL4xWl.4 WELDED ~ QNITq ' iQ W w
D WIRE FABRIC ~ ~ .c ' d D. p
' ° ° FRAME TOP TYPICAL S -YPICAL SEWER EASEMENT o p
0 0 0~ - ~ ' D ~ D p ~ , 14) ' DIA, PERFORMANCE AT ~ ° SADDLE TO 8E I"
° 25 /1 ~ ~ p, } , ~ p , p , • EACH COMPASS POINT TO BE ~ ~b ~ D 23 PROVIDED IN COVERS FOR ~ ~ NOTES o ° ° COMPRESSIBLE JOINT ~ MATERIAL ° D
p p' ~ p ~ • ~ 22' to 22 ~/q' SEWER EASEMENTS ONLY D D D
° ° ~ ° - C V R FACE I• Center sewer line & manholes witl CUT AND REMOVE TOP O E manholes with in sewer easement. D D ~ CLEARANCE D D ° ° D ° BETWEEN PIPE _ Q ~ , • ~ ~ ~ ~ , • ~ , ~ ~ 6" MIN. / 18' MAX. 7
HALF OF PIPE AFTER ~ ' FORMED CONCRETE
INVERT AND SHELF e ~ " HAVE BEEN FORMED o.' a p ~ - 23'/x' 10' I 15' D ~ i~~ D D, D PIER O D D D D D T
q a.• ~ ~ a ~ a ~ a *51 STONE DUMPED f.. Q
o" a a . n 24 ~q' to 25' e ~ ~ a w ~ , , , , LOOSE AND SHOVEL ~ ~ J
° a ° ~z 33' to 33 ~/q' 4' o a ~a i D D D / ~ i SLICED IN oa , ~ , ~~FIRM UNDISTURBED Q„ Q
a , . %q' ~ ~ n a ~ to o ~o ~ ~ i SUBGRADE BELOW DC ~ PIER W
a o' FRAME SECTION A-A COVER SECTION B-B 'I MANHOLE i 3 ~ O
i, W ~ N N Q Z
23 ~/2u i J 0
FORMED INVERT TO ALLOW w I ~ i 12' 6' CL. PIPE SIZE 6' CL. 12' ~ W w w Z = ~ H
FLOW TO EX. PIPE Z J ~ Z z ~ ~ 12' MAX. O•D• 12" MAX. Q V
Z wJ ~ W I Q' W a a ~ ~ ~ r N
ISOMETRICS ~Z INVERT SECTION VIEW ~ ~Q z ~ a i ~ OC W ~ OC cnz w ~ w W 0~ N a z ~ ~ Q a a a
a L= a w OU 3 VULCAN US FOUNDRY CAPITOL FOUNDRY Ov 3 in w
APPROVED MODELS V-1384 USF-669 MH-2001 ~ 10' MIN IS` i ~ W Q
COVER WEIGHT 135 Lbs. 125 Lbs. 120 Lbs. ~ NQTESo FRAME WEIGHT 180 Lbs. 190 Lbs. 190 Lbs. ao' MIN W = V
I. AIIServlce ICteroS into mOnhCle tC be Core drilled and b00ted. LOAD RATING HEAVY DUTY HEAVY DUTY HEAVY DUTY TYPICAL COP PICAL COMBINED EASEMENT Z
2. MCXImUm depth 4' dia. manhole = 10' (see SpOCIfICOtI0nS1. MATERIAL ASTM A 48 ASTM A 48 ASTM A 48 0
for de th re0ter thCn 10', CLASS 30 CLASS 30 CLASS 30 USE 5' dlo. monhole p g FINISH UNCOATED UNCOATED UNCOATED COVER BACK z
0
o° ~ ~ ORANGE WATER AND SEWER AUTHORITY R~ ; ~ "°tl ORANGE WATER AND SEWER AUTHORITY F~ ; ro ~ ~ '~id ORANGE WATE ZANGE WATER AND SEWER AUTHORI'T'Y Fu~c ; 9; ~ ~ a~ "°'d ORANGE WATER AND SEWER AUTHORITY FAX (919) 96B-M64 rye Frm THE OWABA BTANDAID ePE(94GTION6 ola,Y """'0"M'01~ OWASA r"'~°`°' Nc slsto-o366 ues wrrs n~ owna~ ernNUean arsco~GnoNa ONLY ~..t
OWASA ~°'°•NC 27s1o.0266 use w11e 78E ownsl sr~rmeso seec~lcllwrre or¢7 """•0W~D10 OWASA Gedao, NC 27010-0366 use wrtn 7~ oAea1 Bl',Nm~eBn uaca7cnwNS oN1.7 """~0"'~'010 OWA$A C.ehoro.xe 27510-0366 rise F7n1 18E PRECAST CONCRETE No<re~Bde i8 oe SANITARY SEWER MANHOLE NaT ~e is of TYPICAL Sl 'YPICAL SEWER NaT ~ z TYPICAL PIPELINE NaTo~Bade 28 0'7 n
1 NEVfBION OATH ~ ~a SUPPORT DETAIL
DOGHOUSE MANHOLE °~e ~ ; >~~2 `2 ~8•noe 1B 9717 FRAME and COVER ~;q,~ 1~af ~ ~ EASEMENTS - - - iEMENTS DETAIL A~,~, ~ 1 ~ 1 ~ 1977 r~ ~ 1 d 1 a - ~ DATE ~ aoa
D N IIIIIIIII ~i` ~ ~
0) d m ~ PROJECT NO S~ CARS 70936
L i!1 V1 - C~ ''ESS/~' 1'q'.
~O am ~O r'pF Oi~,~,. FILENAME a~ 9<•; dl.dgn
O 0 - SEAL = _ = SHEET NO
i 023965 7 OF 10
0 Q P U~ ;~q '',NG~ ti~.~ ~v~'; N , ~ DRAWING NO
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TOP OF STEEL ENCASEMENT PIPE eiw J J U eiw
RIGHT OF WAY - N RIGHT OF WAY -NOTE 2 (n ~ ~
~ \ 5' MIN. ~ ~ ~
I SHOULDER PAVED ROAD WII PAVED ROAD WIDTH SHOULDER ~
/ / w il4 ~ J ~ x J~ F
vL J ~ ~ U~ 1 11 ASPHALT i 2' 3' J
M Z LL COMPACTED BACKFILL ~ o \i ~
(SEE NOTED w o ~ - - I I-III _I ~ I I-~ I I_• ~ i _ _
z z ROAD BED „ I Z Zp I== _111=1111,.1' Q H
5 ~ m P~ z w 12' MIN. / Q~ ~ 'o STE Z w li III_ __III_III~, J srEEL caswc PIPE ~ , I-lll-_ _ _ - -III VIII- ~ ~
~ N ~ SEE SEE CHART BELOW iv o -l~~ ~i ~~1~~~~~~- - (n W
Q~ ~ Z 3 ~ Q W
GRAVEL BEDDING J H 0_ CARRIER PIPE 5' MIN. 36" OR FILTER FABRIC LLJ
CAR ~ APS MODEL AC PULL-ON END SEAL SLIF SLIP JOINT DIP 'BEYOND MIN. J ~
UNDISTURBED EXISTING OR APPROVED EQUAL SOIL F/L OF Q PIPE suPPaRT AssEMBLY DITCH TEMPORARY STREAM CROSSING z
IB' JT DIP PIPE PIPE SEE SEE DETAIL ~ L4 W 0'
' I .ti
CARRIER PIPE C E CASING ~ PIPE N 0
RAILRO NOMINAL OUTSIDE OUTSIDE RAILROAD HIGHWAY Z SIDE OUTSIDE WALL OUTSIDE WALL
N 5 DIAMETER DIAMETER DIAMETER TI :TER DIAMETER THICKNESS DIAMETER THICKNESS ~ ~
SELECT BACKFILL 6" & UNDER 6,90' 12 ~4' 0' 12y 0.188" 123/ 0.250" ~ ~ N /4 /4 ON o w
ISEE NOTED ~4' DIAMETER STAINLESS STEEL OR GALVANIZED BOLTS 8" 9.05' 16' 5' 16' 0.250' 16" 0.250" W Z ~ w
10' IL10° 20" A5 • -PIPE SUPPORT ASSEMBLY 12' 13,20" 24" i° 20' 0.281 20 0.250' ~ _ w
14' 15.30" 28" 0" 24" 0.344' 24" 0.250' Z = ~ TREE PROTECTION FENCING w~,~ 0" 28" 0.406' 28" 0.312 U W O ~
16" 17.40' 30" 0' 30" 0.406" 30" 0.312" TEMPORARY MESH SIZE N ~
12" 12" ~ 20" 21.60" 42" 4 „ 42" 0 312, POST 3" MAX. X 3" MAX, ~ ~ 0" 2 0.563' ~ Q ~ J
24" 25.80' 42" f0' 42" 0.563" 42" 0.312" a ~ ~ _
.DIMENSIONS ARE WITHOUT COA w E WITHOUT COATINGS ~ u.l ~ ~ J ~ ~ " OWZ ~ _
•5 or "57 STONE WALL THICKNESS PER PLANS ?C]C]CIOOCIC]C1C]CiC]C]OC]C]ClC]C7C]C10C]C7C]? Z (n Y Q_ r ~
NOTESe ooooaooooo0000000000000000 0~= o: w z o_ o ?oooooooaooooo00000000000? ~rnD. o o ~ Q Lbw
UNDISTURBED EXISTING ?ooooo0000000000000000000? jackin9• o000000000000000000000000?
RocK I. Installation by dry bore & jacking. 2. Bore to run from Right-of-Way to Rigl if-Way to Right-of-Way unless approved 00000000000000000000000000 3`IN. ooooooaooooo0000000000000?
otherwise by OWASA. TYPICAL IB' 3. Grease encasement pipe as required f~ ~s required far ease of installation. ?ooooo0000000000000000000?
JOINT PIPE 4. Steel pipe to be 35,000 psi min. yield str ;imin,yield strength, grade B. ?ooooo0000000000000000000?
APS MODEL AC PULL-ON END SEAL 5. All eXpOSed metal f0 be Coated Wlth epC aced with epoxy or asphaltic material. ?ooooo0000000000000000000?
NQTESo oR aPPRavEO EDUaL 6. Skids to be installed, manufactured by afactured by ITT Grinnell, Charlotte, N.C. / Spider o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0? APS casing spacers by AdvancE~d Products ? 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0?
I. See specification section 02210 Trenching, Backfilling, and Compaction of Utilities Manufacturing, Durham, N.C. / APS casing for backfill and compaction requirements. Systems Inc, Lafayette, LA. / or approv V or approved equal.
E WATER AND SEWER AUTHORITY F~ ~i lo' MAX.
F"" ORANGE WATER AND SEWER AUTHORITY F~'~' F'°o Rod ORANGE WATER AND SEWER AUTHORITY F~ iii 4 ~ ~ ORANGE WATER AN. ~ ~ Wf1H THB OWA&1 B7ANMB~ BPHfIIRG710N8 OPII.Y
OWASA ~6ob,NC zislo-oa66 use wml iH8 oA~e+ ar~Nnuo BPF.Ce7G77IXiB max •^'•.°"••.~e OWASA r.~6«n,NC nslo-0266 ua8 was 7716 ow,~as eraNOeeo seeto~ennNS oNLY OWASA a„6o.o,NC 27sw.o266 Use a7M 7716 aW.u+ g e~vE A LANDSCAPE PROTECTION SUPERVISOR WHO IS REGISTERED W DETAIL for BORE NwTo 29~.oi WITH THE TOWN OF CHAPEL HILL WILL BE PRESENT ON SITE A
f NaT ~ o~ TYPICAL DETAIL, for BORE Nam , 29 of TYPICAL DETAIL, fa DETAIL o ~h ROCK EXCAVATION 18~ UNDER PAVED ROADS /HIGHWAYS ~ 2~3 ~ ''2 ~ UNDER PAVED ROADS //uuii eevieioN o~n ~r ALL TIMES WHEN THE FOLLOWING ACTIVITES ARE TAKING D ROADS /~uGHWAYS ~,r,ao.ma ~ d? PLACE: CLEARING, GRUBBING, EXCAVATION, GRADING, 'l
Rica - - TRENCHING, MOVING OF SOIL, INSTALLATION AND REMOVAL OF r
TREE PROTECTION FENCING, AND THE DELIVERY, ,~t ~r TRANSPORTING AND PLACEMENT OF CONSTRUCTIN MATERIALS ; 'V
AND EQUIPMENT ~ ~ ° ~ ~ 11111111/
_ T ~ BAR A PRE CONSTRUCTION CONFERENCE WILL 8E HELD WI ~ H THE O~~ i,~
PROJECT'S LANDSCAPE PROTECTION SUPERVISOR AND THE 0~,,• ~r i,
TOWN'S URBAN FORESTRY OFFICER BEFORE ANY SITE WORK ~ ~ESS~O 9 BEGINS. ~ ~ ~0 ~q
_ ~ a q~ ; SE
ANY TREE ROOTS EXPOSED BY CONSTRUCTION WILL BE - 023965 - SEVERED CLEANLY WITH A PRUNING TOOL
' .I~
THE SOIL WITHIN THE CRITICAL ROOT ZONES OF THE EXISTING 9 •.N~~ N~~G,• TREES WILL NOT BE DRIVEN UPON OR OTHERWISE DISTURBED ~i,~ G~`~~`
DURING THE INSTALLATION OF LANDSCAPE PLANTS. Rr w.
~innn~~~ H
Uetalls Provided Dy APPIAN Consulting Engineers
INSTALL WIRE Q
4' MAX. SPACI~ BACK ENTIRE FILTER FABRIC FENCE
BACKFILL MIN S"
RIPRAP TO BE PLACED ON STREAM BANK. Bp~~ THICK LAYER OF GRAVEL W STEEL FENCE POST STEEL
DUANTITY AND SIZE AS P OF ~ 14' FENCE POST
APPROVED BY ENGINEER TO ~ ~ Ii
~ y ~ L - - i-~ ~ I- -III-~ ~ i-
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1=1 11=l 11=1 I I-1 III-1 III-1
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o° ~ WqT owo° ° ~ ER w = - _ = I-111=111=111=III-III 1=111-111= B' J = _ - _ _ . a I-III-III-III II _ _ _ _ I_III-II. _III_ TER --_-_===-=1 1=III=III- V-TRENCH ~z
E _I ~ I-I ~ I-III-III-I ~ I-III-III-III-I ~ I ~ I I_- -III-III-I I ~-III-I I ~ I-III-l I I=1 I IJ I LI I I=1 I I=1 I I=1 I LI I I-I I I I IJ I LI 0 F~aT 1=111=111=111=111= 0 -
~ON =III=III=III=III=11 = H COMPACTED FILL Q
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oo-do~b boo 00 - , ~ o~ a~ooo~ .v ~ W ~ ~ N N Z
i J 0 0
D CLEAAAI O W CLEARANCE FROM Z = N ~
CONSTRUCTION SPECIFICATIONS 2: I SLOPE, GRAVEL FILTER ~ ~ TDPEOF STREAM BED TO Q Q V ~ TOP OF ENCASEMENT N
o~ ~ SHALL I ~ SHALL 8E: aI W G. CC
p ~ A MINIMi L CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE A MINIMUM OF I'-0" ® EXTENSION OFFABRICANDVJIRE ~ INSTALL WIRE BACK W ~ INTO THE TRENCH ENTIRE FENCE ~ N
WIRE MESH WITH 1/2-INCH OPENING OVER ALL CONCRETE ENCASEMENT TO EXTEND ~ . WIRE SCREEN I PLACE. FROM TOP OF STREAM BANK ~ Q O Z LL
BLOCK OPENING TO HOLD GRAVEL N TEMPORARY SEDIMENT TO TOP OF STREAM BANK POOL (SEE SHEET 2 of 2 THIS DETAILI , - FILTER FABRIC ~ 0 ~ STEEL FENCE POST V
2, USE CLEAN GRAVEL,3/4-TO I/2-INCH IN ~l DIAMETER, PLACED 2 INCHES BELOW THE TOP SFyyE ~f I~=11~-- W =
OF THE BLOCK ON A 2a I SLOPE OR FLATTER AND ISOMETRIC PR~r=ALE R Mq sFw ; I I 1=1 11=I i I__ ~ ER - - - - - ~ oc M ~-III-III-III I I I- ~ ~-I I I aIN ZO
SMOOTH IT TO AN EVEN GRADE. DOT °57 WASHED IN STONE IS RECOMMENDED 16" .III-III-I I I_I I I-III -I I I_ I- -I I
2' 1=1 11=1 I I-1 11= i- =1 I I-1 I I- Z I I I_i - I-~ ~ 1= =1 11= 0
- l f-1 I I I 11=
l l=III-1 ~ B' I -1_ 11= 4' -
=111=1 I I I I I~ 11=III=1 I I-11 I=11 I-1 I I~ -III-III I I=I 11=111=I I II I I I-11 I-111-11 N O T Es a ,I
ll I. CONCRETE TO BE 3,000 PSI.
I I~ 11=1 ~ SEDIMENT 2. ENCASEMENT TO BE USED ONLY WHERE SPECIFIED ON PLANS, ANS. DATE 404
_ ~I- 3. PIPE SHALL BE DUCTILE IRON PIPE. ~ A. FILTER FABRIC TO BE PLACED UNDER RIP-RAP AND KEYED INTO EMBANK .D INTO EMBANKMENT. PROJECT NO
vas 1~9~ ~4n 70936
m d 400 Joaa Feery Rood L N Fo Roy ~ ORANGE WATER AND SEWER AUTHORITY N N Corebav, NC 27510-0.'166 Ube WII71 THe OWAAA Bl'M7)ARD BPECIPIG770N@ ONLY AUTHORITY F~ , anor:~ oM.Y .~..~..«a FILENAME
=o OWASA ~ o~~,. TYPICAL SILT FENCE dl.dgn
ROCK CHECK DAM No<To o SEWER LINE CROSSING m Not To gale 286.08 Rev~oN onto ewer SHEET NO
o BENEATH STREAM BED ' ~ ' 8 OF 10
0 DRAWING NO
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CAPITOL FOUNDRY I I"
VB-9 BY-PASS VALVE BOX r-~{ N ITEM NUMBER VB-9*S WIRE FENCE ~ ~ _ J J U
MATERIAL COATING S HARDWARE CLOTH OUTLET SECTION Z
PECIFICATION GRAY IRON BITUMEN ~ ~ ~ c~ c~ ?
ASTM A48 J 3~
CLASS 30 g i~4^
I'-4' PLAN VIEW i
PROFILE
FILTER FABRIC ~ z
® TURF APPLICATION FILTER F 1" DI ON GROUND Q ° 0 A. ~ ~
WASHED STONE ~ ~
TOP OF CLEAN-OUT TD BE BETWEEN CLEAN-OUT BOX AND LID o Z 3 ~
4'-6' FROM TOP OF BOX (SET TO FINISH GRADE) ~ ~ . N Q W J
PIPE ~ + - _-Ill ~ o PIPE w ~ > BURY WIRE FENCE w
- o S'~ZE ~ _I ~ d AND HARDWARE CLOTH Q ~
FERNCO COUPLING o z
o (OR APPROVED EOUALI - ~ q W/ STAINLESS STEEL o ~ a~
C.I. FERRULE WITH BRASS PLUG ' ' ' ADJUSTABLE CLAMPS N O
i - 45° BEND OUTLET PLA z N
4' DUCTILE IRON PIPE ' ~ ~ ~ + W I~ ~
, 3000 PSI O.D. of PIPE 2 0' 4 MJ PLUC _ d CONCRETE ~mN 9p~'~,Q~~r~O.r~-~r~4f\„f`r~0. .,re~Q~..(~r~Q~`.~r~Q~ ro[I ~S uu x ~otJ x 7S T A N T o
4' DUCTILE IRON PIPE I, ~ , SERVICE CONNECTION MUST BE ENCASEMENT d~ r~ .~~a.r~.,r~r~0.r~-,.~n0.r~-„r~na~„rQr~Q~,~r~~ d, V ~ w `~`d` cp ~
sERV1cE LATERAL MADE aT THIS POINT.IUSE LONGITUDINAL SECTION TRANSVERSE SECTION CONFIGURATION VARIES TRANSITION GASKET WHEN ~Z ~ q, C Z=~ ~
ATTACHING TO PVC OR C1SP 4' DUCTILE IRON PIPE SERVICE LATERAL.) eb~~ ~ W tL cn
WJQ ~
r' ROMAC INDUSTRIES, INC. CB-4.80(6"-12"1 ~ N Q ~
SEWER SADDLE AT 45" 0 ~j ~ a d ~ ~ in (n ~ ~ _ _
3' ~ ~ ~ O W W C7 C7 J J ~ w
I 4'TAP AT 2 O'CLOCK OR 10 O'CLOCK POSITION. IF GOOSE NECK FITTING IS USED, Z ~ ~ ~ p z cn Y n. ~
PROVIDE APPROVED SUPPORT METHOD ~ w = ~ ° ? ? ~ Q °w nNd v
MAINTAINED 8Y MAINTAINE_D BY
OWASA PROPERTY OWNER NOTES°
NOTESe I. CONCRETE TO 8E 3,000 PSI. 2. ENCASEMENT TO BE USED ONLY WHERE SPECIFIED ON PLANS. END FILTER FABRIC HERE
I. This detail depicts a typical layout. Variations may be approved. SILT FENCE SILT FENCE
ORANGE WATER AND SEWER AUTHORITY F~ ; ~ Po ~ "°'d ORANGE WATER AND SEWER AUTHORITY R~ , OWASA Nc rs~o-o~ ues wrra n~ ow,~a+ sr.~xo eee~auwr~ wax ~.~»••.~t OWASA Cireara' xc 2tno-o3~ use wrrn n~ ow.~s~ eT~xn era~anavs owx ~.o~w.«t 4' MIN.
NatT Bak =~.o~ SEWER LINE CROSSING N«Tu~Bak v
~ry Baeioe 4" SEWER TAP and STUB-OUT „ ~ Bm.ks ~NlBiox nay Bar
~a ~n , ~ , BENEATH STREAM BED _ ~ _
W
F
TOP OF S TOP OF SILT FENCE MUST
BE AT LEA BE AT LEAST 1' ABOVE THE
TOP OF T TOP OF THE WASHED STONE
p0 p00 F-
00 000~~ o OOo 00 OOo 00
00 ~ o0 O ~00 ~
000 00000 00 0 000
Q Q o000
0 00 0 BURY WIRE FENCE, a STEEL FENCE POS
0 0 SET MAX. 2' APART FILTER FABRIC, AND
HARDWARE CLOTH W
Oo0 ° < o a oo ~ IN TRENCH
0 i O op ~ FRONT VIEW -OUTLET
° i
~

~ TRENCH BOX AS PERMUTED ERMIITED p~ Z
+ \ / BY OSHA REGUUT10N5 IONS O 0_
eo ' / ~ = F-
y 4.5 0 ~ i 3 ~a
~ ~ Q
W / ~ z n. Q
d / STEE1 ' ~ y~\' W < W
\ . PIPE 3.5' 3~~ ~ W a' ~
INV.IN 455.84 N~0 Z
SEINER PIPE 0 ~ W
SUPPORT TRENCH BOX f- Z = vs ~
~ IN AREAS OF HARD ROCK Q Q V K ~ _
0 1 ~ W ~ ~ W ~ ~
0 0~ F- 0 Q W Z
BACKFILL WITH PLOWABLE FILL O
AND FORM TROUGH ~ 0 0 Op p 0 W= V
INV. OUT 453.84 0~0
0 0 p0 o~ 000 Oo Zp
u_ 00 ~q,~ GO NOTE: z
O 0 J 0 U 0 0 ALL PORTIONS OF THE EXCAVATIONS SHALL BE MADE SO THAT THE SAFE 0 ~ ~ o
~ w 0 0 Q 0 Q 0 SLOPE OF THE EARTH IS NOT EXCEEDED. THE CONTRACTOR SHALL COMPLY ~ ~Op 0 ~0 ~OpO a
+ 0 0 0 00 00 ~ WITH ALL OSHA REQUIREMENTS AND PROVIDE A COMPETENT PERSON ON 3 0~ 000 Oo SITE TO SUPERVISE EXCAVATION AT ALL TIMES. IT SHALL BE THE RESPONSIBILITY ",,~,1i
m ~ 00 OF THE CONTRACTOR TO PROPERLY AND ADEQUATELY PROTECT ANY PART ; r'~ ~ OUTLET
0 0 0 OF THE EXCAVATION FROM CAVING OR SLIPPING BY THE USE OF SHEETING, D g~ _ 0 0 0 0 0 0 BRACING OR SHORING AS REQUIRED. „o.. U~~~~~ rr DATE ° CAR p'~~,~ b04
D N
and m ~ ' HESS/~~'• ~ PROJECT NO ;'pF C,~; 9 ; ~ : ~ 9 : 70936
LC In N .Q
Cm ~O N M OVERALL PLAN ~ = SEAL - FILENAME ~ = 023965 = dl.dgn
mO O ~ ~
O C LL O ~~'•FN EQ:'~ `r: SHEET NO .~9,~ . CI. NE,. 9 OF 10
O QQ irr IY ~ M1
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O~ r~
QO D-3
_

_
D
~Ep 2 r 2004
DENR • WATER QUALITY
pS pND STORMVdATER BRASH WETLAH
INDEX
SHEET DRAWING TITLE
1 N0. N0.
1 G-1 COVER SHEET
~ ° 2 G-2 GENERAL NOTES s
o s eor~,°~ r. - ~ b s
•.°oe.°ae tt. ~ Meew`°p° 3 C-1 SITE PLAN ~
~ ~moTa" fa.
$ ny a. 4 C-2 PLAN & PROFILE
5 C~ PLAN & PROFILE
a6 ~ 0.b 4 4eatlovDrook
C ~ 4 S 2~ 6 C-4 EROSION CONTROL PLAN
N
~ ~ ~ ~ ~ 7 D-1 CONSTRUCTION DETAILS
~ s ~ ~ ~ a cmR.r Ra
R 9 8 D-2 CONSTRUCTION DETAILS
d ~ ew.. 3
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0 ORANGE WATER Af~D SEWER AUTHORITY SURVEY SOURCEo N 701 CORPORATE CENTER DRIVE
ma 400 JONES FERRY ROAD Titan Atlantic Group ,ec SUITE 475
gad Q RALEIGH9 NORTH CAROLINA
CARRBORO NC 27510 5240 Green's Dairy Road 9 a.. 9 19-968-442 I Raleigh9 NC 276 16 9 19-854-6200
m~ 919-854-6259 (fax)
° 9 19-968-4464 (fax) (9 19) 873-22 0
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