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TAN D ARD ~ ~ ~
LE END TA DA D BBR EV IATI N ENE ~ ~ o L N T
SITE o - - ~ ~ DESCRIPTION EXISTING NEW N 98 N 9838.9862 - c c a~
o DESCRIPTION ABBREVIATION E 10 E 10312.6422 'rn ~ Z 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN STRICT ACCORDANCE WITH ALL ~ ~ ~
0 o FENCE -x- x -x - RAVENHILL DR. z DUCTILE IRON PIPE CITY OF RALEIGH STANDARDS. N w ~ N 70
_ ~ PERMANENT EASEMENT LINE DIP 35' TEMPORARY
° ~ IRON PIPE FOUND IPF 35 TEMI ~N• IRON PIPE FOUND .~PF CONSTF 2. CONTRACTOR SHALL CLEAR THE TEMPORARY CONSTRUCTION EASEMENT AS ~ CONSTRUCTION ,
INVERT INV ~ a OLD WAKE RIGHT-OF-WAY (OR PROPERTY APPROVED BY THE OWNERS REPRESENTATIVE. EASEMENT
o FOREST Ro. LINE) CORRUGATED METAL PIPE CMP 3. CONTRACTOR SHALL CLEAR AND GRUB ALL SANITARY S W R
spR/ ~ REST RD Nc F DIXIE FO CORRUGATED METAL PIPE 4z cMP REINFORCEMENT CONCRETE PIPE RCP E E EASEMENTS IN WHICH SEWER IS TO BE INSTALLED.
~RFS FINISHED FLOOR ELEVATI N rR SANITARY SEWER ss ss- -SS SS- 0 FFE c~
~ INNER DIAMETER 4. CONTRACTOR SHALL INSTALL MEASURES AS NECESSARY DURING CONSTRUCTION N
STORM DRAINAGE ~e RcP ID FOR SEDIMENTATION AND EROSION CONTROL. rn
MANHOLE MH TEMPORARY BENCHMARK ~ NEUSE RIVER IV R r E 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BYPASSING AND RELOCATION OF °0
VICINITY MAP N.T. S. © ZONE 1 BUFFER SANITARY SEWER MANHOLE 0 BUFFER EXISTING TI IT ~ U L IES IF REQUIRED DURING INSTALLATION OF NEW WORK.
rn , T
NEUSE RIVER 6. VERTICAL CONTROL IS BASED ON RIM OF EXISTING SANITARY SEWER MANHOLE AT ~
ZONE 2 BUFFER 60 STA. 10+00 EL=287.57. THIS BENCHMARK BASED ON A MAP Y B BASS NIXON AND x
CITY OF RALEIGH 20~ PERMANENT KENNEDY DATED 2/23/1982 TITLED: WEYBRIDGE DRIVE EXTENSION, PAGE 3 OF 5. ~ c~
SANITARY SEWER EASEMENT NORTH BASED ON BOOK OF MAPS 1960 PAGE 121. BENCHMARK r ~ , SHOWN ON THIS ~ o SHEET. ~
~ rn
SS 7. BUILDING LOCATIONS AND FINISH F ~ ~ M LOOR ELEVATIONS ARE APPROXIMATE AND SHOWN ~
40~ TEMPORARY - FOR INFORMATION ONLY. ~ ~
CONSTRUCTION 0 0 ~ ~
EASEMENT 8. CONTRACTOR SHALL REPAIR ALL DRIVEWAYS AND DRIVEWAY PIPES, PAVED OR UNPAVED, ~ cv E ` TO EXISTING OR BETTER CONDITIONS IF DISTURBED DURING CONSTRU TIN ` ^ o
NORT H C 0. ocs,rno
SS SS _ o N ~ L 9. ALL MANHOLE RING AND COVERS LOCATED IN STREET SHALL MATCH EXISTING ~ ~ L vU m
PAVEMENT GRADE. ~ m m ~ mZ c3
~ 10. CONTRACTOR SHALL RESTORE REPLACE ALL SIGNS MAILBOXES ETC. TO EXISTING OR ~ U r °
/ r~ BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION. A ~ ~ Q-
40 p m N N 9887.1561 ~ ~ ~ o
a 11. DRIVE ACCESS TO 6705 AND 6709 JOHNSDALE ROAD SHALL BE MAINTAINED ~ ~ E 10217.9879 AT ALL TIMES.
ii,
~s 30 12. ALL EXISTING UTILITIES HAVE BEEN LOCATED FROM THE INF
O ORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH
0 N 10043.2677 HORIZONTALLY AND VERTICALLY ALL EXISTING UTILITIES PRIOR TO START OF
E 10136.6885 CONSTRUCTION ONE CALL CENTER 1-800-632-4949. COST TO RELOCATE OR ~ )
REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR. EXISTING
ATTENTION CONTRACTORS SANITARY SEWER AND WATER LINE SIZES PROVIDED BY THE CITY OF RALEIGH.
N 10333.7692 E 10092.2041
Th n r NEl e Co st uction Contractor responsible for the extension of water and sewer, as ZOI 13. THE PROJECT IS LOCATED ON FEMA FLOOD PANEL 37183 Y NEUSE RIVER C0332E DATED 3/3/92
approved in these plans, is responsible for contacting the CENTRAL N 10102.0928 ZONE 2 BUFFER AND LOCATED OUTSIDE THE 100 YR. FLOODPLAIN. ~
ENGINEERING DEPARTMENT at 831-6810 and the PUBLIC UTILITIES E 10110.2035 14. THE CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO THE EXISTING GRADE
DEPARTMENT at 890-3400 at least twent four hours rior to be innin an of Y p 9 9 Y UNLESS SHOWN OTHERWISE ON THE DRAWINGS.
their construction. ,
r, 15. NOT ALL TREES ARE SHOWN FOR CLARITY.
FAILURE to notify both City Departments in advance of beginning Construction, will BENCHMARK. ,3 result in the issuance of monetary fines, and require reinstallation of any water or RIM OF N ' 3 16. FROM STATION 10+00 TO STATION 16+00, NO EXCAVATED MATERIAL MAY BE TEMPORARILY
EXISTING SANITARY MANHOLE EUSE RIVER sewer facilities not inspected as a result ofthis notification failure. ELEV=287.57 REPUTEDLY BASED- UPOiV" A MAP BY ZONE 1 BUFFER STORED BESIDE THE TRENCH. ALL EXCAVATED MATERIAL HA S LL BE HAULED OFF DURING
THE BACKFILLING OPERATION. 0
BASS, NIXON AND KENNEDY DATED: 2/23/1982 FAILURE to call for Inspection, Install a Downstream Plug, have Permitted Plans on TITLED: WEYBRIDGE DRIVE EXTENSION, PAGE 3 OF 5 z
Job site, or any other Violation of City of Raleigh Standards will result in a Fine and _0 ~ m
Possible Exclusion from future work in the City of Raleigh. w
70
6' I MH STA 15+79.11
RIM = 319.24 FLUSH W GRADE Q
- ( / ) W - 1NVE T IN - 29.9.86. Q U
320 1NVE T OUT - 299.66 Z W Z
60 6o W J
w n W ~ ~ ~ w w
0 Q Q ~Z V
o: c~ ~ ~ W LL
W L 1
3 3 ~ J F- X
2 M V1 0) _ ~ Z - Q W
Jr~ HORIZONTAL Z ~ 2 r
_ GRAPHIC SCALE Q v N O U
oaoN II N +o o zo ~ so 1eo ~ rn~ II
II _ _ ~ N~.I~ ~
4 _ °?O 2roZ0
~+M 310 ~ u~~ 0 0! o' ~+M _ ~ II ~ ~ (W FEET )
Q~» 0 ~ ~ 1 inch = 40 ft.
w
o! w _ _
~ U VERTICAL ~~w
U ~ _ = EXISTING GRAPHIC SCAL ~ _ W
~ ~ GRADE_ 4 0 2 4 8~ 16
_ ~ ao
~ r ~ •rn o! oo Q ~ N W W
H ~O~p 3 N _ Z (IN FEET) ~ J
Q ~N o II ~ aNO ~ • `n II ~ _ Q 1 inch - 4 fiL
j~ II ~ ~ _ Z
3NcD II ~ = N?O ~ Z ~ _ ~ I-,, h. _ " 167.46 LF 8 DIP ~ 0.50 o Q
300 =+N_o o II ~ ww Q 106.21 LF
~p~~ - - ~ a - ~
~ ww ~ ~zz _ Z
~~~zz "...DIP ~ 0.50% a PUBLIC Q
5° N ~ - Sewer Collection-Extension System (n
o N ~P The City of Raleigh consents to the connection and externion of the City's public sewer system as shown on
1 ~ N LO / _ this plan. The material and constnucton methods used for this project shall conform to the City's Pubik;
~ O Util'rfies Handbook's standards and specifications:
air io N City of Ralegh
ti ~N II v Publ'~c Utilities Departm~t Permit ~
~ II Construction Approval
~ ~ pip ~ =+NZ° 52 LF
7 ~ 0 64. , Dote
290 _ ww NOT FOR .a, sa~~ii,
• ~-zz " DI ' - CONSTRUCT( N 0
D - UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, yW
N O m INCLUDING SIDEWALKS AND HAN I AP ~ ` ' ~i~ D C RAMPS ARE TO BE
m o- o CONSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY CODE. THESE FACILITIES HAVE BEEN APPROVED BY FM~"¢'""r"`'~
CITY OF RALEIGH AND SHALL BE SO (INSTALLED UNLESS A CAD by SDP Designer JPE
1P Q CHANGE IS AUTHORIZED BY WRffTEN APPROVAL. PUBLIC Scale
m ~ SANITARY SEWER EASEMENTS ARE TO IBE RECORDED PRIOR AS NOTED
Q ~6 TO FINAL ACCEPTANCE.
2~ m 3 _ r...:. Date slcNAruRES: JANUARY 2002
DDI Project Code
CHIEF ENGINEER WSVAR
Drawing File Name Pueuc UTILITIES 00013LC01.DWG
280 /
TRAFFIC ENGINEER Sheet
1 CONSERVATION ENGINEER
10+00 11+00 12+00 13+00 14+00 15+ 15+00 16+00 17+00 File Number of
00013L

6 - ~ fp to i ~
TANDARD LE END N TANDARD ABBREVIATI _ ENERAL N TE
SATE o _ N 98 N 9838.9862 _
~ ~ DESCRIPTION EXISTING NEW \ E 10 W - DESCRIPTION ABBREVIATION E 1031.2.6422 ~ cad ~ 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN STRICT ACCORDANCE WITH ALL t j a ~
Q ° ~ ~ FENCE - x - x - X ~ CITY OF RALEIGH STANDARDS. N 70
RAVENHILL DR. ~ ~ Z = DUCTILE IRON PIPE DIP ~ r ~ PERMANENT EASEMENT LINE 35' TEMI ~ ~ 35 TEMPORARY /
~ ~ iPF IRON PIPE FOUND IPF ~ _ CONSTF 2. CONTRACTOR SHALL CLEAR THE TEMPORARY CONSTRUCTION EASEMENT AS - CONSTRUCTION SS-
~N• IRON PIPE FOUND ~ INVERT INV EA APPROVED BY THE OWNERS REPRESENTATIVE. .EASEMENT ~ - ~
a OLD WAKE RIGHT-OF-WAY (OR PROPERTY v FoRESr RD. LINE CORRUGATED METAL PIPE CMP 3. CONTRACTOR SHALL CLEAR AND GRUB ALL SANITARY SEWER EASEMENTS IN WHICH
o ) SEWER IS TO BE INSTALLED.
~ORi ~ pRESj 42" cMP REINFORCEMENT CONCRETE PIPE RCP Ns F D4XIE F CORRUGATED METAL PIPE ~ / M
~RFS _ FINISHED FLOOR ELEVATION FFE / NTRA T R N / i-- ~ 4. CO C 0 SHALL INSTALL MEASURES AS NECESSARY DURING CONSTRUCTION ~2o FOR SEDIMENTATION AND ER SIN NTR rn
l Ra SANITARY SEWER ss ss- -SS ss p to RcP INNER DIAMETER ID 'S2 STORM DRAINAGE \ ~ 0 0 CO OL. r ~
MANHOLE MH NEUS ER 1VER 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BYPASSING AND RELOCATION OF co
TEMPORARY BENCHMARK ~ _ 0 r - _ VI~iNIT~ MAP N.T.S. --~oNE 1 BUFFER BUFFER - ~ ~ EXISTING UTILITIES IF REQUIRED DURING INSTALLATION OF NEW WORK.
SANITARY SEWER MANHOLE O © ~ 0- 15
NEUSE-RIVER - 6. VERTICAL CONTROL IS BASED ON RIM OF EXISTING SANITARY R MANH AT ~ SEWE OLE
~ ZONE 2 BUFFER 6 STA. 10+00 EL=287.57. THIS BENCHMARK BASED ON A MAP EtY BASS NIXON AND o x
\ i,. KENNEDY DATED 2/23/1982 TITLED: WEYBRIDGE DRIVE EXTENSION, PAGE 3 OF 5. ~ ro
CITY OF RALEIGH 20' PERMANENT SANITARY SEWER EASEMENT NORTH BASED ON BOOK OF MAPS 1960 PAGE 121. BENCHMARK SHOWN ON THI ~ LL' S ~ a~ SHEET.
~ ~ ~ ~ / 308 ~ ; / ~ '7 ~
\3 ~ ~ 10 ~ ~ ~ N M x ~ ? 7. BUILDING LOCATIONS AND FINISH FLOOR ELEVATIONS ARE APPROXIMATE AND SHOWN _ ~
~ ~ ' ~ 303... ~ 40 TEMPORARY / ~ x Sot ~ FOR INF )RMATI N N Y ~ ~ ~ ~ / C 0 0 L. ~
~ \ TI 3p CONSTRUC 01~ x ,i / 0 o co / 8. CONTRACTOR SHALL REPAIR ALL DRIVEWAYS AND DRIVEWAY PIPES PAVED OR UNPAVED ~ ~ cv o0 E
~ \ EASEM N ~ ~ ~ TO EXISTING OR BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION: o ~ ~ ~
2gp ORTH o t~ ~
o / c,5 N \ 20 55 ~ EN"~ 9. ALL MANHOLE RING AND COVERS LOCATED IN STREET SHALL MATCH EXISTING ~ ~ ~V
o - ~ \ ,i ~ ' PAVEMENT GRADE. m ~Z ~ 3
r-- ~ X 04 ` . s 10. CONTRACTOR SHALL RESTORE REPLACE ALL SIGNS MAILBOXES ETC. TO EXISTING OR ~ U r r ~ r / , r
\ 20' ' ~ 1~ BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION. A ~ a o~ ~
- ~ c~ m N 9887.1561
ao S \ 296X 0 11. DRIVE ACCESS TO 6705 AND 6709 JOHNSDALE ROAD SHALL BE MAINTAINED ~ ~ ~ E 10217.9879 / ~ AT ALL TIMES.
-
i ~ 3 / 12. ALL EXIS'~ING UTILITIES HAVE BEEN LOCATED FROM THE INFORMATION AVAILABLE.
30 ~ o r ~ IT IS THE: CONTRACTORS RESPONSIBILITY TO ACCURATELY LOCATE BOTH
10 \ N 10 3.2677 HORIZONTALLY AND VERTICALLY ALL EXISTING UTILITIES PRIOR TO START OF
E 1~3~85 ~ / i / CONSTRUCTION (ONE CALL CENTER 1-800-632-4949). COST TO RELOCATE OR
\ / / -I REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR. EXISTING
j SANITARY SEWER AND WATER LINE SIZES PROVIDED BY THE CITY OF RALEIGH.
ATTENTION CONTRACTORS ~ - ~ N 10333.7692 ~ --J-- / p0 13. THE PROJECT IS LOCATED ON FEMA FLOOD PANEL 71 AT
' 10092.2041 ~ ~ ` NE NEU E RIVER 3 83C0332E D ED 3/3/92 AND LOCATED OUTSIDE THE 100 YR. FLOODPLAIN. ~
The Construction Contractor responsible for the extension of water and sewer, as \ N 10102.0928 NE 2 BUFFER ~
approved in these plans, is responsible for contactin the CENTRAL \ / E 10110.2035 14. THE CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO THE EXISTING GRADE
ENGINEERING DEPARTMENT at 831-6810, and the PUBLIC UTILITIES ~ ~ DEPARTMENT at 890-3400 at least fwent four hours prior to beginning any of ~ r 320 UNLESS .SHOWN OTHERWISE ON THE DRAWINGS.
their construcfion. 15. NOT ALL TREES ARE SHOWN FOR CLARITY.
,gyp ~ ~ _ _ ~ / ~
i - - -----300 - - ' , ~ _ ~ / FAILURE to notify both City Departments in advance of beginning Construction, will BE~HMARK. ~ i i ~ 16. FROM STATION 10+00 TO STATION 16+00, NO EXCAVATED MATERIAL MAY BE TEMPORARILY
result in the issuance of monetary fines, and require reinstallation of any wateror RIM OF EXISTING SANITARY MANHOLE NEUSE. RIVER STORED BESIDE THE TRENCH. ALL EXCAVATED MATERIAL SHALL BE HAULED OFF DURING ~
sewer facilities not ins ctedasaresultofthisnotificationfailure. - ELEV=287.57 REPUTEDLY BASED UPON A MAP BY . ZONE T BUF ~ THE BACKFILLING OPERATION. 0
BASS, NIXON AND KENNEDY 1A ED_2/23/4982 / ~ z °-T
II D wnstream Piu have Permitted Plans on TITLED:~YBl~i6GE~RIVE EX E SION P7~GE 3-6F ~ ~ FAILURE to call for Inspect?on, Insta a o g, _ ~m
Job site, or any other Violation of City of Raleigh Standards will result in a Fine and ~ W
Possible Exclusion from future work in the Cit of Ralei h. ~ - Y 9 ~ - ~ _
_ _ -
70
6' I M H Q STA 15+79.11 Q
RIM = 319.24 FLUSH W GRADE W ( / )
I IN _ 29~J.88 Z
_ _ INVE T OUT = 299.66 W Z W ~
320 so 60 W ~ ~ ~ w
w o ^ i W J ~
a ~ Z a Q
c~ ~ ~ W ~ ~ Q W
Q ~ O ~ J
3 3 ~ X Z - Q
_ ~ ~ rn =M 1lJ~' cn rn HORIZONTAL Z ~
J~~ ~~OD GRAPHIC SCALE Q
v~N ~ ~ N U rn
_ _ _ _ OuON p (~J ~ 0 20 40 80 160 ~ t0 ~
. ~ II Nu7ll~
r o. 4 =+M?° 2r~Z0
(IN FEET ) II ~ ~ 1 inch = 40 it.
310 0~ II~~ D
o; ~cn~??
w ~ o VERTICAL
W U J GRAPHIC SCALE ~
~ ~ _ EXISTING. W
~ _ GRADE 4 0 2 4 8 18
z ~
~ aor Q orn W W Z
w ~ ~N ( III FEET) v? Q
Q ON II _ 7i ~ ~ .III ~ _ _ _ 1 inch = 4 ft.
~ II ~ ~ M Z LL
N c0 8» DIP ® 0.50 a Q 67.46 LF 1 Q
~ Z ~ ~ f- F- 300 = ° o II ~ ~ J 106.21 LF ~ I~
~ ww ~II~~ _ 0.
~ ww ~ w-~~y> Z » ~ 0:50% PUBLIC
o ~~~Zz 8 DIP Q Sewer Collection-Extension S tem
cn / ~ °~o X51
0 o ~P The Cty of Raleigh consents to the connectron and extension of the qty's public sewer system as shown on
c~ 1 ~ this pbn. The material and constnrction methods used fa this project shall conform to the C'ty's Pubilc Utilities Hondtxlok's standords and specifications:
v ~ ~ ~
,r ~ ~ ~N 1 ~ qtr City of Raleigh
~ N Public Utilities Deportment Permit ~
~ II m III Constnlction Approval
O~ ~ T m Z ~ l.F 't.;
=+N-O 64.52 Dote NOT FOR
~ II ~ 290 ° ww
" DI CONSTRUCTION
m ~cn~?? 8 r . 3 II UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES,
N INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY
m CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE
~ o CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A CAD by SDP Designer JPE
n ~ _ C O1` Q7 CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC Scale
E c SANffARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR AS NOTED TO FlNAL ACCEPTANCE.
m O Date
Q ~j2' i 2 m sIGNATURES: JANUARY 2002
nnl Prniert Cnde
CHIEF ENGINEER WSVAR
Drawing File Name
PUBLIC UTILITIES 00013LC01.DWG
280 TRAFFIC ENGINEER Sheet
of 1 CONSERVATION ENGINEER
10+00 11+00 12+00 13+00 14+00 15- 15+00 16+00 17+00 File Number 00013L