20071093 Ver 3_Site Plan_20110131

Strickland, Bev
From: Beasley, Troy [[e-mail]]
Sent: Monday, January 31, 20112:22 PM
To: Strickland, Bev
Subject: Crabtree Creek North Bank Interceptor Rehab - Requested Electronic Copy of Plans
Attachments: Public Ftp Instructions.pdf
Good afternoon Beverly. You had requested an electronic copy of the 1:50 scale plans submitted with the Crabtree Creek
North Bank Interceptor Rehab PCN.
I have placed the pdf copy of the plans on our FTP website. You can access our FTP site at the following link:
ftp://ftp.withersravenel.com/
Open the "Crabtree Creek North Bank Interceptor" File and the plans are called "CCNBI Plan and Profile 50 Scale".
I have attached instructions for accessing our FTP website for your reference.
Please let me know if you have any problems accessing the FTP site or copying the plans.
Have a great day.
Troy Beasley
WITHERS &-RAVE:NEL
1410 Commonwealth Drive, Unit 1011 Wilmington, NC 28403
Phone: [phone] Fax: [phone]
Direct: 910.509.6512 1 Mobile: [phone]
tbeasley(d-)withersravenel.com
www.withersravenel.com
1
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E F SHEETS
Sheet Number Sheet Title
01 GENERAL NOTES
02 STA 10+00 TO STA 25+00
03 STA 25+00 TO STA 40+00-
04 STA 40+00 TO STA 55+00
05 STA 55+00 TO STA 70+00
06 ` STA 70+00 TO STA 85+00
07 STA 85+00 TO STA.100+00
08 STA 100+00 TO STA 115+00
09 STA 115+00 TO STA 130+00
plF N. HILLS t)R
0 10 STA 130+00 TO STA 145+00
4~, 1 11 STA 145+00 TO STA 160+00
oa .
0 12 STA 160+00 TO STA 175+00
tN ( ~ V~~ dPflY' ~F
~b 440 13 STA 175+00 TO STA 190+00
440 14 STA 190+00 TO STA 205+00
h RD
40 15 STA 205+00 TO STA 220+00
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16 STA 220+00 TO STA 235+00
17 STA 235+00 TO STA 250+00
W i 18 STA 250+00 TO STA 265+00
FO 3~ 4 Mfg
0 19 STA 265+00 TO .STA 280+00
Rp Q 20 STA 280+00 TO STA 295+00
401 ~o ~ 21 STA 235+00 TO STA 310+00
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22 STA 310+00 TO END
23 ACCESS ROAD. GRADING PLAN
S~ 24 DETAILS
@~ 0r
ti~ g~ C~ p gP~' 25 DETAILS
FF 26 DETAILS
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W E 27 EROSION CONTROL DETAILS
S 28 EROSION CONTROL NOTES
nts 29 EROSION CONTROL NOTES
30 GREENWAY DETAILS
31 GREENWAY DETAILS
32 BOARDWALK DETAILS
33 BOARDWALK DETAILS.
34 DIVERSION STRUCTURE DETAIL
35 SOIL BORING INDEX
y
U °oo°ooa°oo°° 36 SOIL BORING LOGS
a °o° °0°° a °°°°n.~N ~AR~ °°°o 37 SOIL" BORING LOGS
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111 MacKenan Drive Ca North Carolina 2751.1 tel: [phone] www.withersravenel.com Licen~ 3 rY, 0 .com License No. c-os32 219 FAYETTEVILLE ST MALL, SUITE 620
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ABBREVIATIONS F HEE1 tiro 20
_ ~ ~ S ACP ASBESTOS CEMENT PIPE MIN - :MINIMUM q~ HEFT
ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE MJ - MECHANICAL JOINT F 1y 5
AV - AIR VALVE N - NORTH
BFP - BACKFLOW PREVENTER NIC - NOT IN CONTRACT ti ~ti
BM - BENCH MARK N.LC. - NOT IN CONTRACT ~ s `5~ y
BO - BLOW OFF N0. - NUMBER FF
BOP - BOTTOM OF PIPE... NTS - .NOT TO SCALE ; i-44o
BW - BOTTOM OF WALL - ~ O.C. ON CENTER CATV - CABLE TELEVISION OD - OUTSIDE DIAMETER
GIP - CAST IRON PIPE OH - OVERHEAD
CML&C - CEMENT MORTAR LINED AND COATED PE - PLAIN END s
- tiF CO - CLEAN OUT PP POWER POLE Fj.
- PS - PUMP STATION CLR CLEAR SPACE
CMP - CONCRETE METAL PIPE PSI - .POUNDS PER SQUARE INCH 0 ~
CMU - CONCRETE .MASONRY .UNIT PVC - POLYVINYL CHLORIDE PIPE
CONC - CONCRETE R - RADIUS
CONN - CONNECTION RCBG - REINFORCED CONCRETE BOX CULVERT ~ _ _ CONST - CONSTRUCTION RCP REINFORCED CONCRETE PIPE m
m DET - DETAIL REO D - REQUIRED 0
D, DIA, ~ - DIAMETER RJ - RESTRAINED JOINT
DI - -DUCTILE IRON RMJ - RESTRAINED MECHANICAL JOINT o -'V
DIMJ - DUCTILE IRON MECHANICAL JOINT. RT - ASH RIGHT EEr 15 3
DIP - DUCTILE IRON PIPE ROW. - RIGHT OF WAY
DIPS - DUCTILE IRON .PIPE SIZE R W - RIGHT OF WAY
DWG - DRAWING S - SEWER, SOUTH _ _ ~ s sy~FT
E ELECTRIC, EAST. SCH SCHEDULE tiF Fj. EA - EACH SDR - STANDARD DIMENSION RATIO ~ . ~A
ECC - ECCENTRIC SE - SOUTHEAST
ELEC - ELECTRICAL SF - SQUARE FEET
EL - ELEVATION I - S M SIMILAR
EP - EDGE OF PAVEMENT SMH - SEWER MANHOLE syF~T
EX. - EXISTING SS - STAINLESS STEEL I~ s2~~~
FG - FINISHED GRADE - STA STATION 5
FL - FLOWLINE STL - T S EEL FLG - FLANGED STRUCT - STRUCTURAL
FM - FORCE MAIN T - T P ELE HONE ~~A 4p
FT. - FOOT TC - TOP F R 0 CU B
GA - GAUGE ' T/P - TOP OF PIPE syFFT ~
GALV- - GALVANIZED TOC - T P F R T 0 0 CONC E E
GV - ..GATE VALVE TOP - TOP OF PAVEMENT
HDD - HORIZONTAL DIRECTIONAL DRILL TRANSV. - TRAN R SVE SE 0 sy~ ~
HDPE - HIGH DENSITY POLYETHYLENE PIPE TS - TOP OF SLAB HORIZ - HORIZONTAL` TYP. - TYPICAL F~
HP - HIGH PRESSURE, HIGH POINT 09
U.G.. - UNDERGROUND LE. - INVERT ELEVATION
U.N.O. - UNLESS NOTED OTHERWISE IID - IMPERIAL IRRIGATION DISTRICT
USGS - UNITED STATES. GEOLOGICAL SURVEY IN. - INCH.. WWF - WOVEN WIRE FABRIC syF~roB
INV. - INVERT VCP - VITRIFIED CLAY PIPE z C
IPS - IRON PIPE SIZE VERT. - VERTICAL
LONG. - LONGITUDINAL W - WEST SyF SHEET 05
LF - LINEAR FEET W/ - WITH LT - LEFT
MAX - WM - .WATER METER MAXIMUM o Frog SNEER 06 _
MFR - MANUFACTURER ® - AT O
F - & - AND. M G MANUFACTURING i
MFR D - MANUFACTURED - CENTER LINE MH - MANHOLE
O
LE GE
EXISTING NEW U~
me MAILBOX
o w~ AIR RELEASE VALVE
® a ~0
~-p FIRE HYDRANT 5~yb w
D4 WATER VALVE
e~Pv SyF~T~?
® N CABLE PEDESTAL v
~ UTILITY POLE o~~
o- GUY WIRE GRAPHIC SCALE 0E
~ooo o soo ~ooo zaao
~ LIGHT POLE
0 IRON .PIPE
1 inch = 1000 ft.
SIGN
. ®®OHE_ ~ ®pHE° RH TI ovE EAD ELECTRIC lJ L TY CONTACT INFORMATION. GENERAL NOTES. . CONSTRUCTION SEQUENCE:
- - - E - - - ~ - UNDERGROUND ELECTRIC
BELLSOUTH 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH STANDAR[ GH STANDARDS, LATEST 1. OBTAIN COPY OF LAND DISTURBING PERMIT FROM THE DEPARTMENT OF ENVIRONMENT
- - - c - c - UNDERGROUND' CABLE N SCOTT NANNULLEY EDITION. Y AND NATURAL RESOURCES, LAND QUALITY SECTION (NCDENR).
5717. GLENWOOD AVE a - G - - G UNDERGROUND GAS
a RALEIGH, NC 27612 2. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND SHALL INSTALL TR. _ 919 785-7794 MEASURES IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE INSTALL TRAFFIC SAFETY 2• INSTALL EROSION AND SEDIMENTATION MEASURES. NTROL DEVICES, LATEST 3. OBTAIN A CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY THE NCDENR
o FENCELINE ( ) EDITION. INSPECTOR.
W W - - - w - - - w - WATERLINE PSNC a 4. PROCEED WITH INSTALLATION OF PIPE.
DON PROCTOR 3. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. ' - - ®ss®- -ss- SEWERLINE ss 5. BACKFILL ALL MATERIAL ON THE SAME DAY. EXCAVATION OCCURRED. 6. MONITOR. CONTROL MEASURES ACCORDING TO SPECIFICATIONS.
3516 SPRING FOREST RD
RALEIGH NC 27616 4. PIPE TRENCHES SHALL BE NO STEEPER THAN 1:1 FROM THE EDGE OF THE EXISTING a WELL THE EXISTING PAVEMENT. 7• CLEAN CONTROL MEASURES WHEN. RAINFALL EXCEEDS 1/2-INCH. 8. REMOVE SEDIMENT FROM SILT FENCES AND INLET PROTECTION DEVICES WHEN DIRECTED
N [phone] .SEWER MANHOLE ~ 5. SITE SHALL BE STABILIZED, SEEDED AND MULCHED, AND PAVED AS INDICATED IN THE BY INSPECTOR, OWNER, OR ENGINEER. ~ATED IN THE EROSION UTILITY INSTALLATIONS AND OTHER PUBLIC
° CONTROL NOTES PRI R T FI A I P T o TIME WARNER 0 0 N L NS EC ION. 9. SEED AND MULCH DENUDED AREA WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS uTIUTIES INCLUDING sIDEwALKS aND HaNDICAP
N 0 SANITARY CLEANOUT o LARRY THORNE WHICHEVER IS SHORTER, EXCEPT WHERE SHORTER TIME PERIODS ARE REQUIRED.. RAMPS ARE To BE coNSTRUCTED oN Au
11 PRI T R PAR 6. ALL PLANT PROTECTION FENCING SHALL BE MAINTAINED ON THE SITE UNTIL ALL OTH STORM DRAIN 00 E ME E K 10. MAINTAIN EROSION AND SEDIMENTATION CONTROL MEASURES UNTIL PERMANENT GROUND sTREETS As SPECIFIED BY CITY coDE. THESE JTIL ALL OTHER WORK IS COVER IS ESTABLISHED. FACILITIES HAVE BEEN APPROVED BY THE CITY
COMPLETED WITH THE EXCEPTION OF THE FINAL INSPECTION. FENCIN HA R ~ ~a MORRISVILLE, NC 27560:. G S LL BE Ef, HALL BE REMOVED 11. REQUEST FINAL. APPROVAL OF GROUND COVER BY NCDENR INSPECTOR. ~NLESSEA C ANGE HsLa uHOR EDSBY WRITTEN
° 919 868-4227 FOLLOWING FINAL INSPECTION. ° o STORM DRAIN N TI X ( ) v ~ JUCONBO 0 12. WHEN AUTHORIZED BY NCDENR INSPECTOR, REMOVE EROSION AND SEDIMENTATION APPROVAL. Pueuc sAwrARY SEWER EASEMENTS
7. FIELD SURVEY INFORMATION PERFORMED BY WITHERS & RAVENEL. CONTROL MEASURES AND STABILIZE AREAS FORMERLY OCCUPIED BY THESE MEASURES. ARE To BE RECORDED PRIOR To FINAL
° PROGRESS ENERGY ~ SOIL BORING. ACCEPTANCE. SIGNATURE:
LARRY LEHNING P - - - RIGHT-OF-WAY 7011 PINECREST DR 8. PROPERTY LINE INFORMATION OBTAINED VIA WAKE COUNTY TAX MAPS AND DO NOT N 3 D DO NOT NECESSARILY
a - - PROPERTY LINE REPRESENT ACTUAL PROPERTY LINE LOCATIONS. RALEIGH, NC 27613 CHIEF ENGINEER DIR. OF PUBLIC UTILITIES
EASEMENT LINE N [phone] TRAFFIC ENGINEER
TEMPORARY CONSTRUCTION 9. INFORMATION ON SUBSURFACE UTILITY LINES IS APPROXIMATE ONLY. CONTRACTOR SH _ . _ JTRACTOR SHALL BE CONSERVATION ENGINEER
EASEMENT LINE RESPONSIBLE FOR FIELD VERIFYING THE EXACT LOCATION OF ALL UNDERGROUND UTII NORFOLK SOUTHERN PRI OR TO COMMENCING EXCAVATION AND ORDERING MATERIALS. 'GROUND UTILITY LINES
° ` c® CATCH BASIN BRUCE BIDDIX N THE DATUM FOR CONTROL IS:
919 810-2261 .a cv GAS VALVE ~ ) 1 P ITI RAI 0 OS VE D NAGE SHALL BE PROVIDED FOR ALL AREAS THROUGHOUT THE CONSTRU PERIOD. HE CONSTRUCTION NCGS MONUMENT "WYATT" (NAD 83-2001)
° C FES FLARED END SECTION NORTH = 748754.70
WORLDCOM MCI TELECOMMUNICATIONS a / ° o ca CLEANOUT CORPORATION
11. CONTRACTOR TO BE ADVISED THAT ANY GREENWAY DAMAGED DURING CONSTRUCTION ° I T F F ATTN: INVESTIGATIONS PROJECT AREA SHALL BE RESTORED TO LIKE OR BETTER CONDITION. SEE DETAIL SH NSTRUCTION IN THE EAST = 2113904.24
v S L ENCE s , v MR. DEAN BOYERS s E DETAIL, SHEET 18. ELEV _ 215.34' (NGVD 29)
' TREE PROTECTION rP 2400 NORTH GLENVILLE DRIVE 12. ANY GREENWAY DAMAGED OUTSIDE OF CONSTRUCTION LIMITS SHALL BE REPAIRED AT OpOp00D0000pDO0 REPAIRED AT THE
RICHARDSON, TX 75082-4354 a SILT FENCE/TREE PROTECTION SF/TP EXPENSE OF THE CONTRACTOR. SEE .DETAIL, SHEET 18.
° [phone] v ° ° ° ° ° ~ ° ° C A R O ~ ~ ° ° FES 0,~~,~9 0
ROCK DAM 13. EXISTING LINES SHALL BE RECONNECTED TO NEWLY INSTALLED GRAVITY LINES AT THE CSX TRANSPORTATION INC. I LINES AT THE END. OF ( n r e ~ 9 m
v EACH WORKING DAY AND BEFORE AN EMINENT STORM EVENT TO PREVENT OVERFLOW, I T ATTN: DIVISION ENGINEER NLE PROTECTION !T OVERFLOWS. I 6 V I ir? e° ~ a o
FLORENCE DIVISION -FLORENCE v 14. CONTRACTOR SHALL .PROVIDE PROPER OIL POLLUTION PREVENTION MEASURES TO MIN o a t 32 a
RI v SILT FENCE OUTLET I SE V CE LANE IMPACT OF DIESEL FUEL TO THE ENVIRONMENT. MEASURES SHALL BE IN ACCORDANCI JRES TO MINIMIZE THE ° AccoRDANCE WITH NOT RELEASED '°o~%°°°NC~~~;°°°J_
~ IIIIII 1f•1/1 l1A1/1 AAIf1 At/r 11Al1A _ _ 1r.o°°°°°°o LG ~ °
a I VV UAr\LMIVU MVL' u'+VU 51AI t AND LOCAL LAWS.
° FLORENCE SC 29506 M II FOR CONSTRUCTION II ° °°oaoo
O N
No. Revision Date B Designer Scale W&R 1 "=500' REHABILITATION OF CRABTREE CREEK GE`ERAL N"TES AE
0 o Drawn By Date ABBREVIATIONS RAVENL Sheet No.
a M PAP 6-22-06 NO
-""'RTH BANK INTERCEPTOR SEWER o Checked By Job No. ENGINEERS I PLANNERS I SURVEYORS
a Mcw 02030244 Raleigh h Wake County CG&L # CS370419-03 North Carolina AND SF ID SHEET INDEX 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
Y

. X11 ' 1 i
• yaw ~ P ii • ~ I ' • ~ WETLAND CONSTRUCTION AREAS:
• •,~~a`' IJ ABP TEMPORARY.. CONSTRUCTION • • 's • • 1 P Illl ( ~ ENTRANCE, TYP. JSTRUCTION N N
° J If ~ E it _ ° IN THE AREAS DESIGNATED AS WETLANDS ON THE
1 ~ ~ °z Z DRAWINGS .THE. CONTRACTOR SHALL ABIDE BY THE ° • N CONDITIONS OF THE CORPS OF ENGINEERS NATIONWIDE
~ l ~ 1 f, • • •SEE ,SHEET. 23 FOR • I I• • . ~ ~ PERMIT N0. 12 INCLUDING. BUT NOT LIMITED TO THE
'ACCESS • RbAA °GRADItJG , r PI . ~ ~ 11 ~1 , ' FOLLOWING:
• • . , d~,; • • 1 l j ~1 ~ ~ \
• ~ l,~ l( , ` ~ ~ ~ h 1. ALL SEDIMENT AND EROSION CONTROL DEVICES PLACED IN ` •FOR WORK IN THIS STA: 21+58.88
,I 'AREA, SEE SHEET 30 ~ ' ~ ` h RIM=192.00 WETLANDS SHALL BE REMOVED AND THE NATURAL GRADE
~ STA: 13+60.86 } ~ ~ ~ SILT. FENCE TREE ~ • / l ' ~ f • ~ ~ 80 x40 BORE " ~ ~ / 30 x20 - ` 1 1 ' h i ~ \ INV. IN=180.31 (MH-100D) RESTORED AFTER THE. DIVISION OF LAND RESOURCES HAS RELEASED THE PROJECT.
" ! 1 ; / if s RIM=191.39 PROTECTION FENCE, TYP, PIT ' • ° co l /rli RECEIVING PIT ~ a PIT ~ ` ~ ~ I 1 INV. OUT=180.31 (MH-1008) 2.ANNUAL SPECIES SUITABLE FOR WET LOCATIONS SHALL BE ' SILT. FENCE, TYP. h ~ PLANTED IN JURISDICTIONAL WETLANDS FOR SOIL AND
INV. IN-179.91 (MH-100B) • , •f r~, / ~,drl
INV, -0UT-179,91 (MH 100) \ r . / , `I ~ f • ~ ~ h` I ~ r' EROSION CONTROL.. PERENNIALS SUCH AS FESCUE ARE
I ~J r . i ~ l PROHIBITED.
° } ~ P llll l fP ' f ~ , • / 1 / 111 I i l/~- I f~-- I~~~~l•- t • N ' 1 ~ ~ I 1 3.N0 FERTILIZER SHALL BE APPLIED WITHIN 10 FEET OF
gi . ~I ` ~ 1 ~ STREAMS. 1 ~ \ ~ 4.THE CONSTRUCTION CORRIDOR (INCLUDING ACCESS ROADS
_ I ~ '14+00' • 1.5+00 C 16+ 0' ~ ~ _ / l~rl IL _ i ~ 36 ~W! - - -
~ B \ 6 \ \ 1 AND STOCKPILING OF MATERIALS) IS LIMITED TO 40 FEET IN I ` • 'so ~ ~ \ ~ i = WIDTH IN WETLANDS AND MUST BE MINIMIZED TO THE
~ ®1j' ~ \ 1 \ MAXIMUM EXTENT PRACTICAL.
J • ~ X08 1 \ \ 5.MEASURES SHALL BE TAKEN TO PREVENT LIVE OR FRESH
t 1 ,1 ' / ~ ~2p' ~ ~ I I X135 : • d / . ®...SFI - • - ' _~E~ ~ 1 \ \ CONCRETE FROM COMING INTO CONTACT WITH WATERS OF
~ f ~ ~ ' / '.d.l.~- :I~~~~I~.d1~S. d1LiS.. - . - , LF~S _ /~,Jt ' . \ ~ \ \ THE STATE UNTIL CONCRETE HAS HARDENED.
aV , ti, \ 6.AN ANTI-SEEP COLLAR. SHALL BE PLACED AT THE
~ r- H-1 IA - .I _ , ~ \ _ DOWNSTREAM (UTILITY. LINE GRADIENT) WETLAND BOUNDARY
1 ~ . • • ' STA: 16+58.88 32 LF OF 42 CMP OR RCP ~ 1• OPl CONTRACTOR HAS ~ \ TREE PROTECTION AND EVERY 150 FEET UP THE GRADIENT UNTIL THE UTILITY. OPTION AT HIS/HER .1 • \ ~ FENCE, TYP. EXITS THE WETLAND FOR BURIED UTILITY LINES.
~ 1 ' ~ ANTI-SEEP RIM=191.83 BENEATH ACCESS. ROAD (TYP OF 2) ' 1 ( .1 EXPENS EXPENSE TO BORE AND. ~ ~ - ~ ANTI-SEEP COLLARS SHALL BE PLACED AT THE
~ ~ ~ 1 I ~ t COLLAR, TYP. .INV. IN=180.06 MH-1000 ? ~ ~ • ( ) JACK ADDITIONAL , ~ ° ` \ DOWNSTREAM (UTILITY LINE GRADIENT) BOUNDARY OF EVERY
i ~.0 ~ • INV. UT=1 6 MH-1 A , ~ ~ ~ 0 80.0 ( 00) ~ AI 1 ~ ~ ~ AMOUNT TO AVOID ~ ~ i STREAM CROSSING. ANTI-SEEP COLLARS MAY BE
1 F F 4 1 i, 1 i 200 L O 8~ STEEL • WETLAND ` ~ ~ ~ CONSTRUCTED WITH CLASS B CONCRETE OR PRE-CAST
/ ~ 1 ~ . , CASING BY BORE AND JACK, ` . 1, r ~ lr ~ UNITS SEALED WITH SILICONE-BASED SEALANT. . , ` , /ll ~ 7.THE GENERAL CERTIFICATION DOES NOT AUTHORIZE ANY
t ~ 11 / E~,' pF• MIN. WALL THK = 0.50 111/ q ~ i• ~ PERMANENT CHANGES IN PRE-CONSTRUCTION ELEVATION
i 111 f 2 Fg N~ 111 ~ ~ 0' S N \ ~ ` ~ ~ • 1 SILT FENCE . ~ ~ ~ ~ ~ CONTOURS IN WATERS OR WETLANDS. THE CONTRACTOR-
~ l 111 ~ co ~ •FN ` • ~ , 'OUTLET; TYP. 1 ~ N ~ . ~ , W ~ ~ 1~ \ N v WILL HAVE A SPECIFIC PLAN FOR RESTORING WETLAND
~ l 111 r sr •o ` ~ ' .p ~ it,4 ~'h~,1 \ CONTOURS. ANY EXCESS MATERIAL. WILL BE REMOVED TO
ACCESS ROAD, ~ . , , 1'11 \ o rn A HIGH GROUND DISPOSAL AREA.
~ ~ PIN: 1714686293 1 v • / ~ ~ • • ° _ SEE DETAIL, SHEET XX ~ ~ ' t,,~1 ~ \ z ~ P • ~ t'~ ,0~1 ! \ ~ NOTES:
ll~ YORK FAMILY PROPERTIES• ~ ~ - , / ~ , t ~ P , ,
~ ~ 1 l ' , ' • ~ , ~ ~ ~ ,`~~t \ \ zN~ EXISTING BOARDWALK IS NOT TO BE DISTURBED OR USED . ~ ~ y • ~ v r;\1 11 \ \ \ ~ F R IT A RITT A TH RIZATION IS
~lji ~ ~ ~ 1 / ~ _ • ° n .o . ~ • .-'~il~ \ \ nj 0 S E CCESS UNLESS W EN U 0
~ d o • " - `MH-100D (6 DIA.) ~ \ \ OBTAINED- FROM CITY OF RALEIGH PARKS & RECREATION
///o~/ ~ , ' - STA: 24+64.67, o ~ " 1\~~ ~ \ DEPARTMENT. CONTRACTOR TO FIELD VERIFY LOCATION OF
s o Da.oo / d . . / , ' ' Y RIM=192.00. • a; \ \ BOARDWALK PILINGS PRIOR TO BEGINNING BORE AND JACK
RIM=191.41 / 'r ° r INV. IN=180.46 (MH-100E)~ \ \ \ ~J OPERATIONS. AREA OF BOARDWALK GREENWAY SEVERED
INV. IN 179,73 (MH-100A) w ' - `INV. OUT=180.46 (MH-1000) '''s \ \ FOR CONSTRUCTION SHALL BE REPLACED WITH ASPHALT ,cP \ Gj PAVEMENT. AFTER SEWER CONSTRUCTION TRAFFIC HAS
INV. OUT=179.73 O ~ ° P ° ° CEASED...
/ Q` P , / / l • ' , • ~ IN: 1714686861 , 1, • .CITY OF RALEIGH r • -PIN: 1714598313 - ° • ~ • • 1 ~
1 i , / • r . ll 1. CITY OF RALEIGH. • ~ P t~(® ® 1y (YJ
/ 1 } . = ~ • PLUG. AND ABANDON. ° ~
i 4 - ° EXISTING SEWER • / 111 " l 1 B-1 H T F R ~ ° •
• SEE S EE 26 0 1 - ADDITIONAL INFORMATION Y 6 ° `
111 \ , ° - . \ ~ G~ GRAPHIC SCALE
° ' 1, ~ 50 0 25 50 100
, ` ` • ` ` •
. ~ ` 1 inch = 50 ft.
210- ....210
i I i ~ I F ~ _
; ~ ~ ~ N~~E4~-S~EWIER~ A IGiNMENT I I ~ . ~ I ~ I
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E E K o MCW/CNH H 1"=50'; V 1"=5' REHABILITATION OF CRABTREE CR PLAN AN AND" PROFILE WITHERS RAVE N E L ENGINEERS I PLANNERS I SURVEYORS
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NOTES• I 4, ~ POSSIBLE SALAMANDER
i BREEDING POOL, SEE
1. EXISTING BOARDWALK IS NOT TO BE DISTURBED OR USED FOR ITE ~ SPEC. SEC. 01011
ACCESS UNLESS WRITTEN AUTHORIZATION IS OBTAINED FROM CITY OF RALEIGH PARKS & RECREATION DEPARTMENT. FOR CONSTRUCTION -r'
REQUIREMENTS / 1
2. CONTRACTOR SHALL AVOID IMPACTING GREENWAY BOARDWALK,.. GRAPHIC SCALE
PIN: 1715524007. I SD 0 25 50 100 PIN:. 1715427022 PIN: i 715424035
TRA T R T R P S A Y PA FA A A I 1NVESr EQUirr ~~c 3. CON C 0 0 E LACE N VED SUR CES D M GED DUR NG ~ I ATLANTIC PLACE II CONDOMINIUMS WM SIX FORKS LLC
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o MCW/CNH H 1"=50'; V 1"=5' REHABILITATION OF CRABTREE CREEK 0 Drawn B Date PLAN A 4,N AND ooooocoooo°° PROFILE L Sheet No.
:2 PAP JUNE 2010
NORTH BANK INTERCEPTOR SEWER o Checked By Job No. .11 ENGINEERS I PLANNERS I SURVEYORS 05
° MCW 02061345.03 Raleigh Wake County CG&L # CS37041.9-03 North Carolina i )+00 TO STA 70+00 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
Y

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i ~i ~ ~ TEMPORARY CONSTRI~CTiON ~ ` ~ ~ ~ ~ ~
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''}aue DETAIL HEFT ~1 11 ~ EX. MH-114 (6' DIA.) \ ~ ~ r,~0 ~ ~ ~~STA: 80+ 14.01. ~
r ~ I s RIM=203.99
EX1STfNG ASPNALr GREENwAr ~ l f ' ~ )~1/~ :aNV. IN=187.46 (EX. MH-115) ~ \ ~ ~
3 / • ~ ' 5 ~ / ~ ti~ !j Ssk/~ ~ •INV OUT=187.34 (EX. MH-113) ~~~o'~
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® - ~ ~ '°`~P'III~~1 P ~ ~ ,rl,°° UNNAMED TR1BlJrARY ..INV. OUT-186.59 (EX. MH- 911) p~1 ' 5F1 ~ _ rn CRABrh'EE cREEx
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-~M l \ \ _ ~ ~ ~ RIM= 207.01.10

- (JJ , , ~ ® ~ a ~ / Q' f \ ~ / ~ INV. IN=187.75 (EX. MH-116)
- I I v ~ P'`~' / f sF ~ INV. IN=193.49 (EX. MH-.12833)
, ` ~ ~ f ~ ~ \INV. OUT=187.75 (EX. MH-114)
y'. ° e _1~S / ~ / P1N: 1715318115
• • ~ ~ ~ s^ k~0 CITY OF RALEIGH
p ~'~-r.,,,~ ~ • ° m ~ ~ POSSIBLE SALAMANDER / / ~ ti ®
+ •sF/tP • °:®L. ® ®r ~~m. e• BREEDING POOL, /
~ • 79+ 11111tP° ~ k ® SEE SPEC.. SEC. 01011
• \ FOR CONSTRUCTION ~
~ e•' RE UIREMENTS
• • y f
° ~ ° jP./ NOTES: 3. EXISTING GREENWAY IS NOT TO BE DISTURBED OR USED FOR SITE ACC Ll1 f ®SF - , ~ , \ ,5f~ 'OR SITE ACCESS ~ . ~ ~F~ •
° ° • fi j 1. CONTRACTOR SHALL CONTACT YORK FAMILY, PROPERTY OWNER, PIN .1715310498 UNLESS WRITTEN AUTHORIZATION IS OBTAINED FROM CITY OF RALEIGH F )F RALEIGH PARKS & ~'i"~.~, I~~A ) \ ~hx
® ' ®SF~~P 60 DAYS PRIOR TO IMPACTING .PROPERTY TO ALLOW PROPERTY OWNER TO RECREATION DEPARTMENT. J .I • REMOVE STORED PROPERTY FROM AREA OF IMPACT. CONTRACTOR SHALL M,~~~f ~ ~
INSTALL TEMPORARY FENCE BEFORE REMOVING EXISTING FENCE. AFTER PLACING 4. CONTRACTOR TO REPLACE ANY PAVED SURFACES DAMAGED DURING DURING RELOCATE EX. FENCE ~ r
V / / NEW 42-INCH SEWER INTO SERVICE, CONTRACTOR SHALL RESTORE ASPHALT CONSTRUCTION. TO EASEMENT LINE rA"`
e~ AND FENCE ONLY TO EDGE OF EASEMENT.
E'~S 0 TREE PROTECTION FENCE, TYP.
~ , 2. CONTRACTOR. TO CONTACT CORPUD FOR REMOVAL OF EXISTING FLOW METERING err i EQUIPMENT BY CORPUD FROM EXISTING MANHOLE ADJACENT TO NEW MH-115 PIN: 1715310498 GRAPHIC SCALE
_ !7 PRIOR. TO DEMOLITION. CORPUD WILL RE-INSTALL FLOW METERING EQUIPMENT YORK FAMILY PROPERTIES ~ so o zs ' S0 ioa EX. ASPHALT A~~
~ FOLLOWING ACCEPTANCE OF NEW MANHOLE BY CORPUD. ~a y
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~ 12 PAP JUNE 2010 NORTH BANK INTERCEPTOR SEWER
o Checked By Job No. ENGINEERS I PLANNERS I SURVEYORS 06
0 STA 70 + 00 MCW 02061345.03 Raleigh Wake County CG&L # CS370419-03 North Carolina + 00 TO STA 85 + 00 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
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CITY OF RALEIGH EXISTING ASPHALT
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' ~ STA: 87+60.57 ~ ~ , 4 R ~ - RIM=202.16 2e~
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W ~ / INV. IN-192.99 (EX. MH-13007) - I I =1 1 X H-117 fn ~ NV. N 88.3 (E . M ) LAC
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w 4 ~ PIN: 1715212597 _ ~ - ~ YORK FAMILY PROP RTI SILT FENCE ZQNE 2 NRB 600 CREEKSIDE LLC W T FENCE w ~ w _
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l i ! ~p5 TEMPORARY CONSTRUCTIO I ~ STA: NOTES: ~ ` \ / p ENTRANCE, TYP. STA: 94+87.28 INSERTION z
1. EXISTING GREENWAY IS NOT TO BE DISTURBED OR USED FOR SITE W ~ I ! I R RIM=205.25 LOCATION ~ .J
_ ~ ~ INV. IN=188.78 EX, ACCESS UNLESS WRITTEN AUTHORIZATION IS OBTAINED FROM CITY OF ® o PIPE l l - ( t I Q =188.78 (EX. MH-118) hr;~ ~~_~.,.m..~ ~ U
~ INV. OUT=188.78 (EX. RALEIGH PARKS & RECREATION: DEPARTMENT. ~ =188.78 (Ex. MH-it6) I CAUTION-OVERHEAD ELECTRIC ~ 1 I METHOD-MIL6URNIE 115KV LINE. THE ~ J Q
~ I X.iMH 13007 I- MINIMUM REQUIRED EQUIPMENT
TAT T ~ 2. CON R C OR 0 REPLACE ANY PAVED SURFACES DAMAGED DURING ~ P1N: 171521os67 CLEARANCE (MEC) DISTANCE FOR THIS I ~ DUPREE, LAYNE S ~ I
CONSTRUCTION. LINE IS TWELVE FEET TWO INCHES ~
100 YR FEMA Z 3. CONTRA TOR HA T P RARI Y A - I C S LL EM 0 L BR CE ALL PROGRESS ENERGY ,UTILITY FLOOD LIMITS I --(12'-2"). CONTRACTOR TO CONTACT I , _~:w---.__ I
POLES.. ® PIN: 1715216788 I PROGRESS ENERGY PRIOR TO - ~ _ PHIL SCALE
~ SEVEN PROPERTIES BDM LLC WORKING IN THIS AREA..... ( - ? so ~s so ioo
4. SOIL EXCAVATED BETWEEN MH 116 AND MH 123 SHALL BE STOCKPILED I HAROLD WAGNER (919}329-586fi. ~ finch = 50 ft.
PER THE SPECIFICATION. CITY SHALL ANALYZE MATERIAL AND DIRECT
CONTRACTOR WHERE SOIL SHALL BE .DISPOSED. STOCKPILES SHALL BE I I I _ _ . _ . ~ _i.~ _ ~ ~ . , _ w... .__.a LOCATED ON SOUTH SIDE OF THE TRENCH. -~---I---. - T
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No. M Revision Date B Designer scale o MCW/CNH H 1"=50'; V 1"=5
i Drawn By Date PL N Al kN AND PROFILE WITHERS RAVENEL Sheet No.
M PAP JUNE 2010
NORTH BANK INTERCEPTOR SEWER o Checked By 1o6 No. ENGINEERS I PLANNERS I SURVEYORS 07
STA 85 + 00' MCW 02061345103 Raleigh Wake Count CG&L # CS370419-03 North Carolina +00 TO 100+00 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
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PIN: 1715111977 F° EX. MH-119 6' DIA. ~ _ - CLASSIFICATION _ ~ N
( ) STA: 104+49.44 ~+l.~l 1y ` h
RIM-206,23 ~ :r~ , Q ~ , ~ ~ ~ EX, SIPHON T~ i
• ~ I I =1 X H-120 EX. MH-120 (6 DIA.) , ~ NV. N 89.65 (E . M ) l..__~®~.-~ r ~ \ 1 SQUTH BANK tNTERCEPTOR ~ ~ 1 l
STA: 105+72.90 i~ INV. OUT=189,65 (EX. MH-118 c
W RIM=203.98 1 ~ ~ ,,y , ~T~ W , INV. IN=189.76 (EX. MH-121) - ; ..~I f V ~ ~ ~ \ ~ ~ ~ 1 , ! EX. MH-124 (6' DIA.)
1, - ~ ~ ~ X H-1 F. E INV. OUT-189.76 (EX. MH-119) ~ ; E . M f--- ti EX. MH 122 (6 D A.) _ ti ' STA: 112+48,00
OUTL ~YP. _ ~i _ _,-._T f f - STA: 108• ,STA: 108+88.51 _ ~ t ~ ~ 1 ~ RIM=200.00 , 1
SILT FENCE, TYP. _ , RIM=206., RIM=206.30 ;.r-, ` ` ``~ti ~ ~ ~ ~ f
• II ® ~ ~ s ~ T ~ ~ INV. IN=1 Y r .INV. IN=190.04 EX. MH-123 , w\\ ~ ~ti ~ INV. IN=190.37 (EX. MH-125)
( ) } ~ 0 l\~'~~ \ 1 INV. OUT=190.37 (EX. MH-123) rINV. OUT=190.04 (EX. MH-121) ~ ti ~ ~ ' {
101 +00 ~ _ r / ,/A`~-.,. I •
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I STAN 101 +95.18 c~ ~ ~ ~ • • 1 CP ° w w U ~ OUZ LSD' Z Y w~cn`~ -
I- I RIM=209.23 I a ~ 1 ° _ n D _ ~ _ uc e~S0+00 ~ 36° CP 1~1 ~ ~ ~ ~:°~-e°~ ~ ~ Jt~
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INV. IN-187.83 (EX, MH-10623) ZQ ~ _ ~
o W ~ 1 f l I w ~ • ® t ~ INV. OUT=189,42 (EX. MH-.117) o ~ - ~ _ _ ~ , ~ ~1 r • • ~i
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I i PIN: 1715123147 I ~ ~ ~ ~ ® I ~ \ f ~ ~ ® _ ? ~
~OSHAKOS, LOU & JOY P ~ ~ ~ ~ ..~,,.~.~~.~~.~d,~,.~~.~~~.. 3 ~ I EX. MH-121 6 DIA. r - _ EX. MH-123 (6° DIA.) ` ~ ~~L ~ - ~
NOTES:.. ~ I ~7 ( ) . PIN: 171512~z54 ' p STA: 106+94.79 ` STA: 112+07.54 ' ~ ` . ~ ~
' . Lli TLE, MENEFEE B PIN: 1715121207 1. CONTRACTOR SHALL REPLACE GREENWAY REMOVED OR DAMAGED DURING I sEVEN PROPERTIES a0M LLC RIM=207.41 - RIM=199.72 71
` ' ~ INV. IN=189.87 EX. MH-122 THE INSTALLATION OF THE SEWER ( ) ~ INV. IN-190.33 (EX. MH-124). ` ` I
• ~ ~ - 2. CONTRACTOR TO REPAVE ALL PAVEMENT REMOVED OR DAMAGED DURING , ~ INV. OUT-189.87 (EX. MH-120) INV.. OUT=190.33 (EX. MH-122) PIN: 1,'150?3788 ~ SEVEN PROPERTIES BDM LLC I
TR TI ` AMP. II I ~ CONS UC ON. INV. OUT=192.20 (EX. MH 1005) R1 m
INGRESS fGR I ~ 3. CONTRACTOR SHALL TEMPORARILY BRACE ALL PROGRESS ENERGY UTILITY ~ ESS _ _ GRAPHIC SCALE i y
POLES. EASEMENT I ~.Y i ~ ....r, GRAPHICSCAL 4. SOIL EXCAVATED BETWEEN MH -116 AND. MH 123 .SHALL BE STOCKPILED ° so o z5 . 0 25 50 100
PER THE SPECIFICATION. CITY SHALL ANALYZE MATERIAL AND DIRECT I I I~-~.
CONTRACTOR WHERE SOIL SHALL BE DISPOSED. STOCKPILES SHALL BE ~,_~_7.~~.°~~°""""`"~"° ---~.~-~..~~~.~..P~.~° TEMPORARY ACCESS.. EASEMENT ~ I
LOCATED ON SOUTH SIDE OF THE TRENCH, I I - ~ e
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MCW/CNN H 1"=50; V 1"=5' 0 kN AND PROFILE WITHERS & A L Sheet No.
Drawn By Date PLAN Al ~ M PAP JUNE 2010
NORTH BANK INTERCEPTOR SEWER o Checked By Job No. 0206 ENGINEERS I PLANNERS I SURVEYORS 1
STA 130+00 Wake County CG&L # CS370419-03 North Carolina MCW 134 5.0 3 1 45 + 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
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X9286 l x /205 I ra'kNAMED TRI9UTARY
W y" / r " 215. ~ ® PIN: 1705759286 ~ ~ `r'S ~ ---4._ _ - v ~ w_ ` - Q ~ ~ UNDERWOOD, WILLIAM A z ~ \ ` . rr ~ =1 ~ ~ rte. ® _ t ~ , r~J CRABTREE CREEK r LIAM A ~ \ 1 ~ ~ - ~ ~ - Off" , ' ~ CLASS C,NSW r ~ ~ f
C ~ . ~ ~ ~ -%210,` S~ PIN: 1705755208
/ _ SINGLETON, GARY F
s o' ~ - w _ a 111 ~ e • : i~5 ~ ~ ~ EX MH-140 (6' DIA.)
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1Nu+ ~1, ' ~ I , ~ i ~HU: 05841872 LING, LAURA C 1 ,l' f ~ . ~ / , ~ PIN: iiu5842637 ~ ` R~p~,~ ~ n ~ ISTA: 154+73.68 ) REARDON; `C,~~~~~,~~ `
1 ,P • SAFRIT ROBERT W ~ BAILEY; ,~~OO TE R ~ ~ ~ h'IIV: 1705850094 ~qs 4 ~ ~ , ~ LINER Q CHARLES, WINSTON B ~ ~~`i PIN: 1705850128 I ~ ~ r .TRUSTEE TRUST UNDER PIN: 1705842704 ® ! Gq f1r`r- LINER INSERTION RIM=213.82 ~ ~Q ~ GRAPHIC SCALE
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0 °o Drawn By Date PLAN Al kN AND PROFILE L Sheet No.
M PAP JUNE 2010
NORTH BANK INTERCEPTOR SEWER o Checked By Job No. ENGINEERS I PLANNERS I SURVEYORS
STA 145 + 00 Mcw 02061345.03 Raleigh Wake Count CG&L # CS370419-03 North Carolina + 00 TO STA 160 + 00 IL 111M 11 acKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
Y

TEMPORARY CONSTRUCTION EX. MH -144 (6' DIA.)
ENTRANCE, TYP. STA: 168+79.61 EX. MH -146 (6' DIA.)
PIN: 1705740417 RIM=205.23 STA: 173+02.75
CITY OF RALEIGH INV. IN=199.17 (EX. MH -145) RIM=206.61
4f INV. OUT=199.00 (EX. MH -143) INV. IN=199.59 (EX. MH -147)
INV. OUT=199.59 (EX. MH -145)
PAVED " "A
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PATH
EX. MH -148 (6' DIA.)
STA: 174+91.96
RIM=211.22-
LINER INSERTION 00 INV. IN=205.18 (EX. MH -149)
o7+
INV. OUT=204.53 (EX. MH- 147)
LOCATION Vl� :13 0 , -Z� 4
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EX. MH -142 (6' DIA.)
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STA: 161 +87.80,5743825 R09PI's
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PIN: 1705645651
SS- EX. MH- 145 (6' DIA.)
clo se ADAMS, ANNL F 0
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143 (6' DIA.) INV. IN=199.46 (EX. MH- 146)
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No. Revision D a te- By__
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JUNE 2010
Checked By
Job No.
MCA(
02061345.03
R E
Raleigh
,HABILITATION OF CRABTREE CREEK
.ORTH BANK INTERCEPTOR SEWER
Wake County CG&L # CS370419-03 North Carolina
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"N I T H E R Ar-% W INE N E L
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
Sheet No.
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EX. MH -151 (6' DIA.) RIM=214.43 j
STA: 180+73.55 aJ� S � INV. IN=206.23 (EX. MH -155)
RIM=213.14 INV. OUT=206.23 (EX. MH -153) •Z'
INV. IN=205.60 (MH -152) Co
PIN: 1705546109 INV. OUT=205.60 (EX. MH -150) U,J
CITY OF RALEIGH Lij1
EX. MH -150 (6' DIA) -
STA: 178+60.42
RIM =212.70 _ 1 \e -
EX. MH -149 (6 DIA.) -._.a5_ �- �i - " -
STA: 176+72.42 INV. IN=205.44 (EX. MH -151) CITY of RALEIGH _ ��� �D�
RIM=211.35
INV. OUT=205.44 (EX. MH -149) 1 ' $g c — �`
INV. IN=205.31 (EX. MH -150) /�� 4} ld MH -152 (6' DIA.)
II ti ` STA: 183+90.97 SILT FENCE/TREE
INV. OUT=205.31 (EX. MH -148)
-
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C CRABTREE' CREEK Ex. TOP OF BANK �riw ;4 ,, INV. IN=205.78 (EX. MH -153) _ _ 1aa0� J-% �;4co
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CONCRETE �. }- - �..�- _ F-� �
BAEKE7RJStt , �`-77+'OCl ._...' -'` Ilf�ll _.�..��" �reM; '�c--.-f�'`i i .. '' t .»--. \jV / _ ,-r, '3 %»�,,.� f` ,- '..,.J
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°'9� MARGARET R
HIL JAMS
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INV. OUT=206.02 ( MH -152 )
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TREE PROTECTION 3� a PIN: 1705552385 14• •-� ® a
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i�'�1`1 l y' k'^° FENCE, TYP. BELL, CHARLES E JR
& MARY M
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1'°rl .,. ._.. DUPREE WILLIAM A 111
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•—i BARBARA
",:. `----- GARRISON, SCOTT K • �^
�.�., a • �r rE & SUZANNE M
PIN: 1705547847 • '`
\_ PIN: 1705548840 LENNON, GEORGE W \
PIN: 1705 49731 MATTHEWS, ELIZABETH S PIN: 1705546933
I & BETTY ANNE
TURNER, JOSEPH G JR HOBART, JEFFREY K \ "
& LINDA D & ANNETTA MARCELL .: C� PIN: 17055551
P1TTS WILLIAM HAMPTON /
PIN: 1705641533 —• — PIN: 1705555095 / P G IC SC LE
RAPH A
MITCHELL, BYRON & J L1A`T-— — BROWN, ADELE L i `i so o zs 50 goo
R I x • MAR OWE RD/ pRUMM�Np F
,�..:
✓ 1 inch = 50 ft.
175
No. Revision ®ate B
176
177
Designer
MCW/CNH
Scale
H 1"=50'; V 1"=5'
Drawn By
Date
PAP
JUNE 2010
Checked By
Job No.
MCW
02061345.03
g£g h
F
178 179
•
181 182
REHABILITATIO'NOF
NORTH BANK INTERCEPTOR SEWER
Raleigh Wake County CG&L # CS370419-03 North Carolina
rE:c"J
185
M.
PLAN AND PROFILE
STA 175 + 00 TO STA 190 + 00
I ;
s
188 189
1,FINAL DESIGN:,
NOT RELEASED
CONSTRUCTION,FOR
f
1
Km
230
220
W
200
mm
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel- 919469-3340 www.withersravenel.com License No. C-0832
Sheet No.

GRAPHIC SCALE
PIN: 1705368 177 50 0 25 50 100
EX. MH -158 (6' DIA.) 1 6m
Lu STA: 198+87.85 PREENEMAN, TERRY R
RIM=216 29 & NANCY 1 inch 50 ft.
-Z EX. MH -155 (15' DIA.) INV. IN=206.89 (EX. MH -159) EX. MH -159 (6- DIA) PIN: 1 705369 12 1
C/3 STA: 191+77.55 INV. OUT=206.89(EX. MH -157) STA: 201 +07.05 HARTZOG, PATRICIA T PIN: 1705368.
Lu RIM=214.32 RIM=215 64 PARKER, CLIFTC
INV. IN=206.38 (EX. MH -156) PARKER, JEWEL
C/) INV. IN=207.05 (EX. MH- a 60)
INV. OUT=206.38 (EX. MH -154) PIN: 1705454589
INV. OUT=207.05 (EX. MH -158)
CITY OF RALEIGH
E,
(kcPi-1,81 T GPEENWA? . .....
EX. 156 (6' DIA.)
Q)
%S 1 3 SILT FENCE OUTLET, TYP. PIPE OUTLET
lip
STA: 204+92.35
--210 EX. MH -161 (6' DIA.)
RIM 214.89
+41.97
PROTECTION, TYP
-1-9
cr--
0-) INV IN=206.50 (EX. MH -157) RIM=225.95
p 'T
INV. IN=207.33 (EX. M H - 162)
INV. UT=206.50 (EX. MH -155)
INV. IN=210.00 (EX. MH 729)
.215 INV. OUT=207.33 (EX. MH - 160) -
co A
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201
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5.04® -
LINER INSERTION +
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1 2 4+0
S(ZITR
, 74 N
r PIN: 17054595 15
TEMPORARY CONSTRUCTION
• MARLOWE BUILDERS INC
ENTRANCE, TYP.
71
PIN: 1705462048
'u
100 YR FLOOD LINE
It 4- %J_
PIN: 1705455942 & REALTY CO INC
rn
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-ca OHERRON, KENNEDY C
""PIN, "054f�/4U
17053693b,)
(33 & BARBARA M '1 11 9,
. . . .
® . WILLIAMS BUILDING
PIN:
1,irMAWROGER W
500 CHRISt
A LANGFORD, DAVID MARK
EX. MH -160 (15' DIA.
STA: 203+03.05 LANGFORD, SYDNEY CULBRET
H
m
100 YR FLOOD LINE
• •
RIM 220.22
EX. MH -157 (6' DIA.) INV. IN=207.19 (EX. MH -161)
,vo500
STA: 194+51.9 C'F,145 TR�- L INV. IN=2
12.15 (EX. MH -13411)
F-LOOD L//VE
7
RIM -214.73 N (7,,l3,4
INV. OUT=207.19 (EX. MH -159)
2
INV. IN=206.58 (EX. MHf l
INV IN=207.98 (EX. MH -13382} N
EX. Mm- i
I NV. OU 206.58 (EX. MH -156)
PIN:
170N462 43
X".
WORTH, RANDOLPH & SALLI P
x
Koft
111
- - ----------- ..................... - --- ----- -- . .. .. . . ... .......... . ......... ..... .......... ..... .. - ------------ - --
191 192 193 194 195 196 197 198 199 200 201 202
No. Revision Date By
H
2
Designer
MCW/CNH
Scale
H 1"=50'; V 1"=5'
Drawn By
Date
PAP
JUNE 2010
Checked By
Job No.
mcw
02061345.03
REHABILITATION OF CRABTREE CREEK
NORTH BANK INTERCEPTOR SEWER
Raleigh Wake County CG&L # CS370419-03 North Carolina
rPLAIN'AND "R"FILESTA
190+00 TO S 205+00
Mom
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
062
WITHER'S & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel; 919469-3340 www.withersravenel.com License No. C-0832
MR
NCO
an
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ME
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Sheet No.
14

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240
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200 0
MIUPPIN*, 1705367287
I� ANTHONY W & PIN: 1705366142
JAN D SHELTER LIMITED CITY OF RALEIGH S
PIN: 1705,367331 N\
/HARRIS, LAWRENCE W R 3 PIN: 1705363381
& DONNA K CITY OF RALEIGH
ZONE 1 NRB
Mi'mil lung=
cummsm ammmm
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PIN: 1705366385
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CRAL3TREC amm"D 4mmum aummm
-14
MARY C
CRESIMORE, C;NSW
xit N11
EX. MH -163 (6' DIA.) E'. TOP Or' BANK CLASSIFICATION
m STA: 212+78.35
jig,filPil, &gpij - 7705365389
PI
M%20 %--l' M SS, WILLIAM E RIM=21 6.89 -WTEA'CQPTOR
11 1 1 --EX. SOUfH qAi-,K
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& PATRICIA 8 PIN: 1705365421 INV. IN=207.89 (EX. MH -164) 4V —ss— SS --2\
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9. HIS
3 SHALL, GEORGE FRE ERICK INV. IN=211.29 (EX. MH -13488)
VIDid1v �7 — — — — — — — — —
69�99 PIN: 7705364464
'SSOVA
V v m LIA P 62
GARRABRANT, WIL INV. OUT=207.89 (EX. MH -162)
& LOUISE
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UNNAMED TRI UTARY TO CAMB
2
CRAB EE CREEK
Io
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STA: 216+81.63 rn
rn
EX. MH -164 (6' DIA.) I- PIN: 1705267 RIM=214.00 266741
till, LAVELLE, TIMOTHY E & �/,INV. IN=208.18 (EX. MH -166) RLES & BARBARA
L)9,
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X.
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15
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PIN: 7 70�5361 626
-'pt' tig
---------- JOHNSON, EARL JR & MARGARET
41
z
LINER INSERTION LOCATION
EINER
?•
EASEMENT
IN: 1705087835
EX. MH -162 (15' DIA.)
(
CITY OF RALEIGH ;F PIN: 1705-364727 STA: 210+08.74
IC SCALE
GRA
kj 13
4,j FINCH, MRS HARRY RIM=2 13.95
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0 5 0 100
EN C T
sx, INV. IN=207.70 (EX. MH -163) R �IQ
4A,
INV. IN=209.00 (EX. MH -12371) FLOOD LINE
EX. MH -13488 500 'YF•Vln� 50 ft.
INV. OUT=207.70 (EX. MH -161) -------
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------ - --J
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205 206
No. Revision Date By
207 208
Designer
MCW/CNH
Scale
H 1"=50'; V 1"=5'
Drawn By
Date
PAP
JUNE 2010
Checked By
Job No.
mcw
02061345.03
REHABILITATION OF CRABTREE CREEK
NORTH BANK INTERCEPTOR SEWER
Raleigh WakeCounty CG&L # CS370419-03 NorthCarolina
p1m
215
PLAN AND PROFILE
STA 205 + 00 TO STA 220 + -0
216 217
218 219
,FINAL DESIGN;
NOT RELEASED
FOR CONSTRUCTION
240
mi
W-1 N
210
200
220
CARO
$100
0
0
0
& a. 11325
WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
Sheet No.
15

E i / ~
I • I
EX. MH-168 (6 DIA.)
STA: 224+73.73
RIM=219.25 ~ ex. roP of BANK _ _ ~ z
INV. IN-208.75 (EX, MH 169) , / 9 \ rt INV. OUT=208.75 EX. MH-167
EX. MH-167 (6 DIA.) / ( ) / i ~
STA: .222+89.41 / 1 RIM=222.13 ~ ~ _ _
INV. IN=208.62 EX. MH-168 _ - ®
INV, OUT=208.62 EX. MH-166 ® ~ ~ ~ 1
1 ~
~ I / ~I i y
J / I ~ ~ X14.+ / \ ~ 23,+0 1~. ~ I
o~ ~ / / / ~4 ~ ® ` P _ ~ 0 1~ EX. USGS MONUMENT I EX. MH-170 (6' DIA.)
• / ~ . ~ - ~ DO NOT DISTURB STA: 231 +57.83
RIM=219.76 ~ ~
~ / ~ , / \ _ ~ = " INV. IP ? INV. IN=209.24 (EX. MH-171) 1 / ~ ~
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r`v ~~;~~r ~ ,,z~x SILT FENCE, TYP. i
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~ 100 a ~;-..~ti~~,~
Ek. 16" WATER LINE ~ l~ ®®i ~ ~ Q
. ~ ? \ \ \ N. 1 05262893 OQ Y ~,r ;`~~.~y,`, ~ ~ ~ ~ ~ \ s ~ \ GLOVER, JOHN C & SALLIE H R F
~ F ti ~ 0 ~
T.\ ~ f~ /rr r~
~,ll EX. MH-166 6 DIA. o ~ ~ ~ ~ ~ ~ ~ °`a,Q CRABTREE CREEK e ~
I STA: 221 +53.25 ~ ~ 'a \ ~ CAF ti~,\C?.ASSIFICATION - C;NSW ® ~ , _ 2~ ~ N
o _
~ 2 I I INV. IN=208.52 (EX, MH 167) ; PIN: 1705274023 ~ s xp ~ G ~ ' OI - URQUHARr, RICHARD A III `~~p~ ,1 ~ ~ - ~ _ ~ ~ ~
PI :'17052646G51NV. ®UT-20$.52 (EX. MH-165). II URQUHARr THOMAS W ~ a ~'~ill Ir'~=-'~' ° 2 GU LEq~GE, SID'EY L III & SULANNt A / i ~ ° 2-2 +00 ~ r, ~ `tee i ~'F'.,~ ~
~ ~ 230+ r 230+ -
I PIN: 1705274921 ~ _ y SMITH, LEE CREECY JR &
I - 5 ~ ~ PIN 1 7052 74 71 7 `
/ / I I \ EX. MH-169 (6 DIA.)o527 1~ ~ _ m 1 \~.ti 2~ MCDANI ,WILLIAM. JASON II/ MCDANIEL, BROOKE BUSBY
. ! l i STA: 228+34,61~IRG IA F / I I I PIN: 1705274328 DINER INSERTION ;2g ~ /`V ~ j ~ ' f1!f~CA~d~~4626
' I I ! RIM=219.09 ~ wHIrE ANNE c I I ~ ~ - , C P1N~ 170527455 / ~ THOMAS, KATHERINE K
/ INV. IN-209.01 (EX. MH-170) I ~ I I I; _ _ AYLOR, TRAVIS R & S NICOLE`*p ~ ® wF TEMPORARY CONSTRUCTION
I z\ ~ INV, OUT-209.01 (EX. MH 168) ~ -~w ~ ~ ~ \ EASEMENT `
~ ~ a ~ \ b 3 I ~ w e~°. ~-~\0 1 1 so o RAPHZC SCAL o goo
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1 inch = 50 ft.
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M ~ No. R2VISI011 Date By Designer Scale MCW/CNH H 1°=50'; V 1"=5' REHAB u CREEK o "'ILITATI""N OF CRABTREE
i Drawn By Date PLAN A ,kN AND PROFILE WIT IRS AV NEL Sheet No.
M PAP JUNE 2010
NORTH BANK INTERCEPTOR SEWER o Checked By Job No.
i MCW 02061345.03 Raleigh wake CoUrlt CG&L # CS370419-03 North Carolina + 00 TO STA ENGINEERS I PLANNERS I SURVEYORS J 235 + 00 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
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-PIN: 1705087835 RIM=222 50
RIM 220.92 CITY OF RALEIGH
INV. IN=209.92 (EX. MH -174) INV. IN=210.53 (MH -177A)
INV. OUT=209.92 (EX. MH -1172) EX. MH -174 (6' DIA.) INV. OUT=210.53 (EX. MH -176)
STA: 243+29.18
RIM=221.83
INV. IN=210.09 (EX. MH -1175)
EX. MH --172 (6' DIA.) INV. OUT=210.09 (EX. MH -173) >
Cp STA: 238+80.71 CRABTREE CREEK EX. MH -176 (6' DIA) 10
RIM=220.79 CLASSIFICAT101V CjVSW PIN: 17051872 STA: 247+83.37 -1117,
INV. IN=209.77 (EX. MH -173) ROGERS, A LEn§ FENCE, TYP. RIM=219.17 C)
INV. [N=211.63 (EX. MH -12607) SILT FENCE OUTLET, TYP. INV. IN=210.42 (EX. MH -1176A) 70 :L
INV. OUT=209.77 (EX. MH-171)tl INV. OUT=210.42 (EX. MH -175)
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STA*: 235+22.71 HAMLIN, WILLIAM F JR & CHRISTINE H11
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PIN: 1705280313 EBY, STEPHEN M & SHERI
INV. [N=209.51 (EX. MH -172)
ROBINSON, CHARLES HALL JR & NANCY W
P AH !dJuub SAL PIN: 1705188466 7n-, I;R'�628_ m
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No. Revision Date By
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Designer
MCW/CNH
Scale
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Date
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JUNE 2010
Checked ByJob
No,
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02061345.03
238
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242 243 244
REHABILITATION OF CRABTREE CREEK
NORTH BANK INTERCEPTOR SEWER
Roe�h Wake County CG&L # CS370419-03 North Carolina:
245 246
PLAN AND PROFILE
STA 235+00 TO STA 250+00
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Sheet No.
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• ~ GRAPHIC SCALE

MH-178 (6' DIA. a~ / 50 0 25 50 100
/ STA: 254+64.80 -TREE TO BE REMOVED
a ~ 19 / EX. 8 SEWER PIPE RIM=218.16. PIN: 1705087835 1 inch = 50 ft.
_ _ - / (TO BE ABANDON, TYP.) INV. IN-210.91 (EXx MH 179} cllr of RALEIGH
MH 177A (6 DIA.} INV. IN=210.91 EX. MH- 4 1 ® ( 2066 } STA: 250+ 14.01
_ , EX. MH-178 INV. OUT=210.91 (MH-177} 1 RIM-222.00 / ' ,
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® INV. OUT=210.58 (EX. MH-176A) . ® / EX. MH-180 (6' DIA.)
® PIN: 1705087995 , r " EX. MH-179 (6 DIA•} STA: 260+64.33 RIM=223.00 ~
/ EXTEND 8 PVC LINE PENDEL coRPORfr1oN ~ TO MH-178 STA; 258+25.95 .INV. IN=211.34 (EX. MH-181)
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cn \ _ s 1 PiT~:~° 1 70509 720 1 i , ~ REMOVE AND RELOCATE E INV. IN-212.93 EX. MH-20709 i \ RELOCATE EX. ~ I <(1
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PIN:1705180994 - ~a ` o:~~ WIEDEMANN, BARBARA ` ~ - ~ PIN: 1705098133 MooRE~ r~g~1AS EDWIN ~ ~ " • ~.ENCING~f~EQUIRED ffEQUIRED ~ / L 1 ~ STA: 264+91,370310 ' I
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S ~ 1 ® PIN: 1705096591 P5~ ' ~ GOODWIN, WILLIAM C & NEAL W 1 / • / INV. IN=211.65 (EX. MH-182) .~J ! 1 • , ®100 R FLOOD LINE , ~ / INV. IN=214.76 (EX. MH-20338). I ~ , ~
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ACCESS UNLESS WRITTEN AUTHORIZATION I OBTAINED FROM CITY . ~ 1
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~i / ~ / r,.' ~ i ! 1 ~ CITY OF RALEIGH , . ~
3. CONTRACTOR TO REPLACE ANY PAVED SURFA DAMAGED DURI P.. i s ®,,w CONSTRUCTION. ~r ~ - ~
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NOTES- GUARDRAIL: TOP OF STREAM BANK
A: PROPOSED END OF GUARDR OF GUARDRAIL TO BE 488' FROM , ~ ~ ~ ~
0 o ~ END OF EXISTING GUARDRAII JG GUARDRAIL LOCATED AT BRIDGE ~ ~ ~
O O ° r O N o ao o o ~ OVER CRABTREE CREEK, CREEK, ~ ~ 12'
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No. Revision Date B Designer Scale
W&R 1 "=20' REH'ABILITATION OF CRABTREE CREEK Sheet No.
Drawn By Date PAP 6-22-06
Checked By Job No. NORTH BANK INTERCEPTOR SEWER ACCESS ROAC ,',OAD GRADING PLAN WITHERS RAVENEL ENGINEERS I PLANNERS I SURVEYORS 23
111 MacKenan Drive Cary, North Carolina 27511 tel; 919-469-3340 fax; 919-467-6008 www.withersravenel.com
McW 02030244. Raleigh Wake Count CG&L # CS370419-03 North Carolina