20081770 Ver 1_Site Plan_20081201

T
D
A N UTILITY INSTALLATIONS ANR OTHER PUBLIC
O FAgLITIES, INCLUD[NG SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
ftl AS SPECIFIED 6Y CITY CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
AND SHALL BE Sfl INSTALLED UNLESS A CHANGE
Q IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE Ta BE RECORDED
N PRIG TO FINAL ACCEPTANCE.
I 51GNATURE:
d O TRANSPORTRTION SERUi
N
N PUBLIC UTILITIES:

CONSERVA710N ENGINEER:
m Q
Z
1
¦ ATI•F~1TION ~a~vTR,~cTO~s
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse as approved in these pions, is responsible for
contacting the Central Ungineering Department at 419 831-6.8..10, and the
Public Utilities Department at 9194,__ 8~5~a at least twenty four h©ars
prior to beginning any of their construction. x
Failure to notify both City Departments in advance of beginning construction, will result in the issuance of monetary Gees, and
~ ~ ~ E require reinstallation of any water or sewer facilities not inspected
as a result of this notification failure.
S' VIRGIN[A f~ S Failure to call for Inspection, Install a Downstream Plug, have U
ti~ PerzuittedPlans on the Jobsite, or any other Violation of Cityaf
NORTI~ CAROLINA V N ~ EDEN ~ ~ c ~ ~i° ~ \ it Raleigh Standards will result in o ' J I ~ from future work in the City of Raleigh.
J ~ ~
ALEIG q
OXFORD COUNTR
~ cLUS , 501 ~ ~ ~ ~ ~ ~ ~ co ~ -
85 ~J 9 Public Q
F~ 0 q f ~4 ~ O
LOUISBURG GREENSBORO ~ ~ ~ Reuse l~is~ribu~ion Extension System
~ ~t ALNI • ~ V c E ALNUT
~ ~o~ 70 ~ . P EK po ~ The City of Raleigh consents to the connection and extensinn of the
DURHAM WAK FOREST ( City's public reuse system as shown nn this plan. Tha material and
Construction methods used for this project shah conform to the
c~A~E~, q.p D standards and specifications of the City's Public Utilities I-landbnak.
HIL
RALEIG 0 City of Raleigh ` ~ ~ Z
~ p CARY 7k' i~ CA ASHEBORO Public Utilities Department Permit # _ a_ ~i
64 4p o M GARNER ~ ~Cl1aYTON 0 0 Authorization to Construct
~O~ ~ • Date /?l/ D
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sly ~cr F~~ I
FUQUAY-VARINA SCE I~RP ,pa
SANFORD ~5 REVISIQNS

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NOT TO SCALE NOT TO SCALE
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i I'l4QJ~CT SITE ~
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w N0. DATE DESCRIPTION BY
a
This document, together with the concepts and designs
presented herein, as an instrument at services, is intended O~~ ~ a
t~ 0 only for the specific purpose and client for which it was ~
~ PREPARED IN THE OFFICE OF:. 0 prepared. Reuse of and improper reliance on this document ~Q~
U ~ v without written authorization and adaptation by Kimley-Horn ~
v and Associates, lna. shah be Without liability to Kimiey-Horn ~~O~j ~
I~ and Associates, inc. ~ ~
cT
~ 1 fY Copyright Kimley-Horn and Associates, Inc., 2QQ$ .
O DRAIMNG: SEAL:
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m O ~ ' DATE: JOB NUMBER:
O
P.Q. BOX 33068 RALEIGH NORTH CAROLINA 2?636-3068 ~ 1 /1 l i 1~ i¦ !'Y A A A ~ ~ w w A w rirf w
PHONES [phone] FAX= [phone] I NV V tM15tFiLVUtS I U11VE5:3V5U '

_v 'v ~R~JECT N~TES~

d 0 Sl~EET AB ANCHOR BOLT FAB FABRICATE MAINT MAINTENANCE S SOUTH SLOPE GENEF~AL. N~TES~
s, / NQ.
AC ALTERNATING CURRENT/ F&C FRAME AND COVER MATL MATERIAL SAN SANITARY 1. ELEVATIONS SHOWN ARE IN FEET ABOVE MEAN SEA LEVEL. 24. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN li7j DAYS OR AFTER EACH
E ASBESTOS CEMENT F&G FRAME AND GRATE MAX MAXIMUM SBL SURVEY BASELINE F 1 covER SHEET ACT ACOUSTIC TILE FC LUSH NG CONNECTION MECH MECHANICAL SCH SCHEDULE 2. COORDINATES SHOWN ON THE DRAWINGS ARE BASED ON THE RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (1/2j
N AD AREA DRAIN FD FLOOR DRAIN MEMB MEMBRANE SD STORM SITE DRAIN / NORTH CAROLINA PLANE COORDINATE SYSTEM (NAD 83j. INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE
i ADDL ADDII1ONAL FDN FOUNDATION MET METAL SECT SECTION 2 INDEX, GENERAL NOTES AND ABBREVIATIONS REPAIRED OR REPLACED, AS NECESSARY. 3. OWNER WILL FURNISH METES AND BOUNDS DESCRIPTION OF PROPERTIES
o RDJ ADJUSTABLE FE FIRE EXTINGUISHER MFR MANUFACTURER SERV SERVICE UPON REQUEST. 25. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS
a AFF ABOVE FINISHED FLOOR FF FINISH FLOOR MG MILLION GALLONS SEW SEINER ~ 3 OVERALL .PLAN AND PROFILE STA 10+00 TO STA 126+00 AGGR AGGREGATE FH FIRE HYDRANT MGD MILLION GALLONS PER DAY SQUARE FEET OQ MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING 4. EROSION RND SEDIMENTATION CONTROL DEVICES SHALL BE UTIUTY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE
~ AL ALUMINUM FIN FINISH MH MANHOLE SHT SHEET INSTALLED ACCORDING TO THE CONTRACT DOCUMENTS AND CLEANED, GRADED, AND STABILIZED WITH GRASSING
~ ALLOW ALLOWANCE/ALLOWABLE FIX FIXTURE MIN MINIMUM ST SQUARE INCH 4 OVERALL PLAN AND PROI=~I~E STA 126+00 TO STA 241 +16,01 + ~ ~ ~ MRINTAINI:oDSUGH~THAT THEY FUNCTION AS SNTENDED. E AFTER IMMEDIATELY AFTER THE UTILITY INSTALLATION.
~ ALT ALTERNATE FL FLASHING/FLOOR MISG MISCELLANEOUS S9M SIMILAR COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL 28. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY
~ APPROX APPROXIMATE FLEX FLEXIBLE MJ MECHANICAL JOINT SJ STEEL JOIST » o SPEC SPECIFICATION ~~24 16 REUSE PIPELINE PLAN AMID PROFILE ~ ARCH ARCHITECTURAL FLG FLANGE MLDG MOLDING EROSION CONTROL DEVICES WHERE A GOOD STAND OF GRASS HAS MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL BEEN ESTABLISHED AND EROSION IS NO LONGER EVIDENT. REMOVAL THE COMPLETION OF ALL CONSTRUCTION AC1TV111ES AND
ASB ASBESTOS FLUOR FLUORESCENT MO MASONRY OPENING SQ SQUARE OF THE REMAINDER OF THE EROSION CONTROL DEVICES SHALL OCCUR RLL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL
ASPH ASPHALT FLXC FLEXIBLE CONNECTION MOD MODIFYfMODIFIED SS SANITARY SEWER ~~-2~ WALNUT CREEK SERVICE MAIN PLAN AND PROFILE AS OTHER AREAS ARE ESTABLISHED. REMOVAL OF THE EROSION CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION CONTROL DEVICES SHALL BE PERMITTED ONLY WITH THE PRIOR IN ORDER TO CONTROL EROSION AND/OR OFFSITTr
AT ASPHALT TILE FM FORCE MAIN MON MONUMENT SST STAINLESS STEEL APPROVAL OF THE ENGINEER. SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL
FPRF FIREPROOF MOT MOTOR ST STREET STA s 28-30 SOFTBALL. COMPLEX SERVICE MAIN PLAN AND PROFILE FRP FIBERGLASS REINFORCED MTD MOUNTED TATION
POLYESTER LAMINATE MTG MOUNTING STD STANDARD 5. ALL SLOPES SHALL BE 3:1 OR FLATTER, UNLESS OTHERWISE SHOWN. BE REMOVED ONCE CONSTRUCTION 15 COMPLETE ANp THE SITE IS STABILIZED.
B BORING BO BOARD FT FEET MULT MULTIPLE STG STORAGE ~ 1 MISCELLANEOUS STANDARD DETAILS 6. ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL 27. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO
BFE BOTTOM OF FITTING ELEV FTG FOOTING/FITTING STIR STIRRUP CONSTRUCTION SHALL BE SEEDED, MULCHED, AND RESTORED IN MINIMIZE THE 1RRGKING OF MUD ONTO THE PAVED ACCORDANCE WITH THE SPECIFICATIONS. ROADWAY CONSTT7UCTION AREAS. THE CONTRACTOR SHALL
BFV BUTTERFLY VALVE FURR FURRING/FURRED STL STEEL sTR 32 MISCELLANEOUS STANDARD DETAILS
BITUM BITUMINOUS STRUCTURAL 7. PLACED RIP-RAP SHALL HAVE A MINIMUM DEPTH OF 24-INCHES DAILY REMOVE MUD/SOIL FROM PAVIWMENT, AS MAY BE AND SHALL HAVE A LAYER OF TYPE II GEOTEXTTLE SEPARATOR REQUIRED,
~ BASELINE SUB SUBSTITUTE BL BUILDING UNE SUP SUPPLY 33 MISCELLANEOUS STANDARD DETAILS PLACED BETWEEN THE SOIL AND STONE. 28. TEMPORARY DIVERSION BERMS. AND/OR DITCHES WILL BE
BLDG BUILDING N NORTH SUPT SUPERINTENDENT PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT
BLK BLOCK NA NOT APPLICABLE SUR SURFACE MISCELLANEOUS STANDARD DETAILS 34 8. LOCATIONS OF EXISTING SHOWN UTILITIES ARE APPROXIMATE, WORK AREAS FROM UPSLOPE RUNOFF AND/OR DIVERT CONTRACTOR SHALL BE RESPONSIBLE fOR FIELD VERIFYING SEDIMENT LADEN WATER TO APPROPRIATE TRAPS OR
BM BENCH MARK NF NEAR FACE SUSP SUSPENDED EXACT LOCATION, ORIENTAT10N AND ELEVATION OF EXISTING STABLE OUTLETS.
BOC BACK OF CURB G GRS/GA5 LINE NGVD NRTIONAL GEODETIC SW SWITCH BOT BOTTOM. GA GAUGE VERTICAL DATUM SWBD SWITCHBOARD UTILITIES PRIOR TO EXCAVATION.
BRG BEARING GAL GALLON NIC NOT IN CONTRACT SWD SIDE WATER DEPTH 9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY 29. THE CONTRACTOR SHALL RI"STORE GRADE TO PRE
BRK BRICK GALV GALVANIZED NO NUMBER SYM SYMMETRICRL SHOULD ANY FIELD CONDITIONS BE ENCOUNTERED THAT VARY CONSTRUCI1ON CONDITION UNLESS OTHERWISE NOTED ON FROM THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. THE DRAWINGS.
BRZ BRONZE GC GENERAL CONTRACTOR NDM NOMINAL 30. STOCKPILE LOCATIONS AND LAYDOWN AREAS SHALL BE
BSMT BASEMENT GEN GENERRTOR NPW NON POTABLE WATER BT BOLT GI GALVANIZED IRON NTS NOT TO SCALE 1O. PIPE ALIGNMENT SHOWN IS BASED ON STANDARD FITTINGS AVAILABLE FOR LOCATED WITHIN THE EXISTING CONSTRUCTION LIMITS AS
BUR BUILT-UP ROOFING GL. GLASS DUCTILE IRON PIPE. JOINT DEFLECTIONS SHALL NOT EXCEED 75 PERCENT SHOWN ON THE PLANS. CONSTRUCTION ENTRANCE SHALL BE OF MANUFACTURER'S RECOMMENDED DEFLECTION. PLACED AS NEEDED BY THE CONTRACTOR ACCORDING TO
BV BALL VALVE GPM GALLONS PER MINUTE THE DRAWING STANDARD DETAILS.
GR GRADE T TREAD 11. CONTRACTOR SHALL ADJUST PIPELINE ALIGNMENT RND DEFLECT JOINTS A5 NECESSARY TO ACCOMMODATE THE STANDARD BENDS SHOWN. 31. CONTRACTOR SHALL PROVIDE A MERNS TO KEEP ALL NEW
GV GATE VALVE T&B TOP AND BOTTOM C CLOSET/CARPET/CHANNEL GW GUY WIRE T&G TONGUE AND GROOVE PIPING ISOLATED FROM EXISTING PIPING UNTIL ALL NEW
CAB CABINET GWB GYPSUM WALL BOARD TAN TANGENT 12. ALL PIPE SHALL BE RESTRAINED JOINT, UNLESS OTHERN~SE SHOWN. PIPING HAS BEEN PRESSURE TESTED, FLUSHED, AND
CB CATCH BASIN GWF GLAZED WALL FINISH OC ON CENTER TBM TEMPORARY BENCH MARK ACCEPTED BY THE CITY OF RALEIGH FOR SERVICE. 13. CONTRACTOR SHALL VERIFY EXACT MATERIALS, LOCATION, ELEVATION,
C/C CENTER TO CENTER GYP GYPSUM OD OUTSIDE DIAMETER TC OP F CU E S NT OF OUTSIDE FACE T O RB CE CONSTRUCTION A EME TDH TOTAL DYNAMIC HEAD DIMENSIONS, AND LAYOUT OF EXISTING PIPING TO BE CONNECTTrD TO PRIOR 32. A THRUST RESTRAINT PRESSURE OF 35q PSI SHALL BE
CEM CEMENT OFF OFFICE TECH TECHNICAL TO ORDERING MATERIALS. USED FOR THIS PROJECT.
CER CERAMIC OPER OPERATOR TEL TELEPHONE 14. TYPICAL DEPTH OF COVER FOR BURIED PIPELINE 33. ALL DUCTILE IRON SEWER PIPE SHALL BE PROTECTO 401
CF CUBIC FEET OPNG OPENING TEMP TEMPERATURE SHALL BE 4 FEET, UNLESS OTHERWISE SHOWN OR SPECIFIED. LINED AS SPECIFIED IN SPECIFICATIONS.
CFM GUB1C FEET PER MINUTE DPP OPPOSITE TER TERRAZZO CI CAST IRON/CUBIC INCHES ORIG ORIGINAL THERMO THERMOSTAT 15. UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL TRENCH 34. ALL MANHOLE COVERS AND VALVE BOX LIDS FOR WATER
G[P CAST IRON PIPE OT OPEN TRUSS THK THICK BEDDING SHALL BE TYPE A. SHALL READ "WATER", ALL MANHOLE COVERS FOR SEWER
CENTER LINE H HEIGHT DVHD OVERHEAD THRU THROUGH SHALL READ "SEWER", RND ALL MANHOLE COVERS AND 16. THE MINIMUM TRENCH WIDTHS SHALL BE IN STRICT ACCORDANCE VALVE BOX LIDS FOR REUSE SHALL READ "REUSE" IN
GLr CHLORINE HDW HARDWARE TOD TOP OF DECK WITH THE "TRENCH EXCAVATION LIMITS" A5 SHOWN ON ACCORDANCE WITH CITY STANDARD DRAWINGS.
CLG CEILING HEX HEXAGONAL TOF TOP OF FOOTING GLKG CAULKING HM HOLLOW METAL TOM TDP OF MASONRY MANHOLE THE DRAWINGS.
/ CLR CLEAR HORZ HORIZONTAL TDS TOP OF SLAB 17. THE CONTRACTOR SHALL FURNISH AND INSTRLL ALL SHEETING
CMP CORRUGATED METAL PIPE HP HORSEPOWER TOW TOP OF WALL REQUIRED FOR THE INSTRLLAl10N. RLL EXCAVATIONS SHALL BE KEPT WITHIN THE DESIGNATED EASEMENT WIDTHS. EXCAVATION
CMU CONCRETE MASONRY UNIT HPT HIGH POINT PAR PARALLEL TDL TOLERANCE WITHIN PAVED AREAS SHALL BE KEPT TO A MINIMUM. SHEETING
CO CLEANOUT HTR HEATER PG POINT OF CURVE/PIECE TpS TWISTED PAIR SHIELDED COL COLUMN HVAC HEAl1NG,VENTILR110N AND PCC POINT OF COMPOUND CURVE TRANS TRANSFORMER SHALL BE INSTALLED A5 REQUIRED TO PROTECT EXISTING UTILIITE5.
CONC CONCRETE AIR CONDITIONING PCF POUNDS PER CUBIC FOOT TYP TYPICAL 18. REUSE DESIGNATED DETECTOR TAPE IS REQUIRED FOR ALL BURIED PIPE.
GONST CONSTRUCTION HW HOT DATER PE LINING POLYETHYLENE LINING ALL PIPING SHALL BE POLY WRAPPED, SEE SPECIFICATIONS.
CONT CONTINUOUS HWL HIGH WATER LEVEL PERF PERFORATED 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING UTILITY INSTALLATIONS AND OTHER PUBLIC
GONTR CONTRACTOR HWY HIGHWAY PERP PERPENDICULAR GORP CORPORATION HYD HYDRAULIC PI POINT OF INTERSECTION UG UNDERGROUND WITH PROGRESS ENERGY ANY ADDITIONAL SUPPORT OF FACILITIES, INCLUDING SIDEWALKS AND HANDICAP
CORR CORRIDOR PROPERTY LINE/PLATE UH EXISTING POWER POLES AS REQUIRED FOR TRENCH EXCAVATION. RAI~IP5 ARE TO BE GONSTRUGTED ON ALL STREETS ALL COSTS OF SUCH WORK SHALL BE PAIp BY THE CONTRACTOR. AS SPECIFIED BY CITY CODE. THESE FACELITIES HAVE
UNIT HEATER GCNSTRUCTIQN SCHEDULE GP CONCRETE PLANK PNL PANEL BEEN APPROVED BY THE CITY OF RALEIGH
CRS COURSE UNFIN UNFINISHED PP POWER POLE UR URINRL 20. REFER TO SPECIFICATIONS SECTION O22p0 FOR EARTHWORK REQUIREMENT'S. AND SHALL BE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
CT CERAMIC TILE PREFRB PREFABRICATED GTJ GONTIZOL JOINT UTIL UTILITY 21. ALL STORM DRAINAGE PIPE SHALL BE CLASS IV RCP. TRENCH BEDDING SANITARY SEWER EASEMENTS ARE TO 8E RECORDEb
PRV PRESSURE RELIEF VALVE 7. OBTAIN APPROPRIATE CONSTRUC71©N PERI~[TS CU COPPER PS PUMPING STATION a. INSTAL sEpIMENTAr14N ANTJ EROSION coNTRO~ MEASUREs FOR ALL STORM DRAINAGE PIPING SHALL BE TYPE B. PRIOR TO FENAL ACCEPTANCE.
CV CHECK VALVE PSF POUNDS PER SQUARE FOOT SIGNATURE: 22. THE CONTRACTOR SHALL REMOVE AND REINSTALL ALL EXISTING
CW COLD WATER I IRON PSI POUNDS PER S DARE INCH 3. CLEAR AND GRUB FENCE AS REQUIRED FOR THE INSTALLATION. ANY RDDIITONAL TRANSPORTATION SE
ID INSIDE DIAMETER Q RoucH cRAOE slTf CY CUBIC YARD PT POINT OF TANGENT/POINT VRC VACUUM IF INSIDE FACE PTN PARTITION s. EXCAVATE AND INSTALL UTIUTIEs FENCE MATERIALS REQUIRED SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. PUBLIC UTILITIES:
IN INCH VAT VINYL ASBESTOS TILE
DC DIRECT CURRENT INCL INCLUDED PV PLUG VALVE VCP VITRIFIED CLAY PIPE s. FINISEI FINAL GRADING ANQ suR>^ACE RESTORAT1oN DET DETAIL INF INFLUENT PVG POLYVINYL CHLORIDE VEL VELOCITY REMOVE SEDIMENTATION ArII} ERasION coNTROL MEASURES. 23. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE GONSTT2UC71ON ACTIVITIES HAVE GONSERVAT]ON ENGINEER:
DF DRINKING FOUNTAIN INS INSULATION PVC POINT OF VERTICAL CURVE VENT VENTILATING/VENTILATION (sa~EC MEASURES SHALL REMAIN UNTIL ENnRE SITE IS APPRaPRIATELY REESTABLISHED}
DIA DIAMETER TNT INTERIOR PVI POINT OF VERT1CAL INTERSECTION VERT VERTICRL j TEMPORARILY DR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTTwEN (14j DAYS AFTER WORK HAS CEASED, UNLESS ACTIVITY IN
DIAG DIAGONAL INV INVERT PVMT PAVEMENT VOL VOLUME THAT PORTION OF THE SITTw WILL RESUME N~THIN TTNENTY-ONE (21) DRYS. r(~ kk
DIM DIMENSION PVT POINT OF VERTICAL TANGENCY VP VENT PIPE DIP DUCTILE IRON PIPE PW POTABLE WATER VWC VINYL WALL COVERING
DISCH DISCHARGE L_VEk~fD
DIST DISTRIBUTION
DJ DOUBLE JOIST QTY QUANTITY
DL DEAD LOAD J JOIST DN DOWN JB JUNCTION BOX SYMBOLS SEOTfO~I ADD DETA L KEY ~G EINETYPES
DOZ DOZEN JCT JUNC"T"ION W WEST WIDTH W -----EXIST. WATER LINE
/ DR DOOR JT JOINT W IMTH / GRADE DR EARTH ROCK . WATER LINE RU PROPOSED PIPELINE DRAWINGS ARE GROSS REFERENCED IN THE FOLLOWING METHOD: PROPOSED !TENS
DWG DRAV~NG R RADIUS/RISER WC WATER CLOSET SANITARY SEWER MANHOLE (A) A SECTION CUT ON SHEET 3 IS IDENTIFIED AS FOLLOWS; . SANITRRY SEWER
DWL DOWEL RGP REINFORCED CONCRETE PIPE SS --EXIST. SANITARY SEN WF WIDE FLANGE RD ROADfROOF DRAIN Wp{ WALL HYDRANT SECTION LETTER EXISTING ITEMS
RECIR RECIRCULATION ~ ~ _ FM - _ - -EXIST. SEWER FORCE . SEWER FORCE MAIN ------~I----PROPOSED PLUG VALVE ~
E EAST EASEMENT WI WROUGHT IRON ASPHALT PAVING STEEL O RECD RECEPTACLE ASSEMBLY 6 SHEET WHERE SECTION 15 SHOWN _ - PROPERTY/R/W L€NE
EA EACH WL WATER LEVEL - - - RECT RECTANGULAR W L WATER LINE ~ - - - - - - - ~ EXIST. STORM DRAIN ECC ECCENTRIC L LENGTW ANGLE / STORM DRAIN PROPOSED GATE VALVE
/ RED REDUCER . EF EACH FADE LR LINE AHEAD WD WINDOW OPENING REF REFERENCE ~ SAND INSULATION _ _ _ _ - _ ASSEMBLY {B) THE SECTION SHOWN ON SHEET 6 IS IDENTIFIED A5 FOLLOWS; - _ - EASEMENT LINE
EFF EF LUENT LAB LABORATORY W/O WITHOUT E - EXIST. ELECTRICAL m F REG REGISTER Wp WATERP O F . ELECTRICAL STORM DRAINAGE STRUCTi1RE SECTION LETTER HIDDEN ITEMS
~ EIP EXIST IRON PIPE LAM LAMINATED R O b REiNF REINFORCING WPFG WATER PROOFING T ----EXIST. TELEPHONE . TELEPHONE A
N EL OR ELEV ELEVATION LAT LATERAL REM REMOVE ° ELEC ELECTRIC/ELECTRICAL LAV LAVATORY Wf'T WALL PENETRATING TYPE GRAVEL - WATER SURFACE REDUCER SHEET FROM WHERE SECTION WAS TAKEN
~ LB POUND LINE BACK READ REQUIRED WSE WATER SURFACE ELEVATION - - - - G - - - - EXI T. GA ELL ELBOW I S S 3 DEMOLITION ITEMS . GAS --p BLOiMOFF ASSEMBLY
LF LINEAR FEET REST RESTRAINED WSP WEATHERSTRIP a ENGR ENGINEER REV REVISE WT
~ ENT ENTRANCE LG LONG WEIGHT - FH EXIST FIRE HYDRANT RF ROOF CONCRETE GRATING - FIRE HYDRANT BACKFLOW PREVENTER - CENTER LINE
EOG EDGE OF GRAVEL LL LIVE LOAD WV WATER VALVE a,~ ~ LLH LONG LEG HORIZONTAL RFG ROOFING WWF WELDED WIRE FABRIC EOP EDGE DF PAVEMENT RJ RESTRAINED JOINT - - - - - - EXIST SAN SEWER ME
EQ EQUAL LLV LONG LEG VERTICAL SRN SEWER MH PROPOSED FIRE HYDRANT STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER MATCH LINE
~ LP LIGHT POLE RM ROOM ~ ~y v„ EQPT EQUIPMENT RNp ROUND CONC. FILL OR GROUT CHECKERED PLATE __~...~.---EXIST. VALVE VALVE AND ARE SHOWN ON THE DRAWINGS BY ONE OF TWO METHODS;
EW EACH WAY LPT LOW POINT RO R ~ LT LIGHT QUGH OPENING [o}-----•-°~--PROPOSED WATER METER EXIST GROUND PROFILE
a EX EXISTING RPM REVOLUTIONS PER MINUTE YD YARD - - - -OHP- - - -EXIST. OVERHEAD PO OVERHEAD POWER 2000003 REFERENCED ITEM
EXC EXCAVATE LTG LIGHTING RR RA R LVR LOUVER IL oAD YR YEAR CONC. MASONRY UNIT GLASS EXH EXHAUST RT RIGHT AP SOIL BORING/AUGER PROBE OR: • ~ CREEK /DITCH
~ EXP EXPANSION LWL LOW WATER LEVEL WM ? EXIST. WATER METER o RTIJ REMOTE TERMINAL UNIT ,WATER METER Q SR SEISMIC LINE SEE 2000003 REFERENCED ITEM EXIST EDGE OF PAV'MT
d EXT EXTERIOR RW RAW WATER
~ R W RIGHT OF WAY BRICK WOOD BLOCKING PP Q EXIST POWER POLE i / POWER POLE STANDARD DETAILS ARE COMPILED IN APPROXIMATE NUMERICAL ORDER IN ~-PROPOSED AIR RELEASE
~ CO p EXIST. SS CLEANOUT SS GLEANOUT VALVE ASSEMBLY THE BACK OF THE DRAWINGS. r~ SILT FENCE
r~
PREPAREp IN THE pFFICE QF: ~~-I~~T~ ~ ~ PROJECT:
a .IC ITI~.ITIES DEPARTMENT c~~ H R~Z~Nr~
a r~ a ~ ~ A 1 ~-INCH RALEIGH REUSE
u~ 0 r~ ~ = RALEIGH, NORTH CAROLINA Q >~R,I~A~ ~~R~:
a oooa ~ BRAViN BY:A PIPELINE -SEGMENT 2
REV. No.: REI9SION: [}ATE: DRAWN BY: CNECKEt? BY: )EX, GENERAL NOTES ~cI~F~4..~~~ pFS~GN~G~:
~ This document- together w€th the concepts and designs presented herein. ns ttn instrument of service. is intended only for the snerifir. numnse !
and client for which it was prepared. Rouse of and Improper reliance an this document without written authorization and adaptation by P.O. BOX 33068 RALEU1, NORTH CAROLINA 27636_3068
Kimley-Horn and Associates, Inc. shall be without liability to Kimley--Hom and Associates, inc. Copyright Kimley-Horn and Associates, Inc., 2008 PHONE: [phone] FAX- [phone] AND A, CHECKED BY-
ND ABBREVIATIONS JAR ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: SEAL: ~jw 011063050 2 OF 34

~ ' ! I I
i ~ i f - i UTILITY INSTALLATIONS AND OTHER PUBLIC
r 1 ~ ~ ( - q ~ I ~ FACILITIES, INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
o ~ ~ AS SPECIFIED 6Y CITY GORE. THESE FACILITIES NAVE
m' f ®EEN APPROVEp BY THE CITY OF RALEIGH (J ~ ~ AND SHALL BE SO INSTALLED UNLESS A CHANGE
~ ~ lS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE Tq BE RECORDED
o. I - - ~ PRIOR Tq FINAL ACCEPTANCE.
~ _ cV ~ ~ ~ ~ SkGNATURE:
o1s ( ~ ! I 1 I
1 5 ~ I ~ ~ ~ TRANSPORTATION SERNC
" I R~ ~ i I ~ ~ PUBLIC UTILITIES:
u; N ~ k I i o ,
~ ~ cgNSERVATIgN ENGINEER:
.i dp I ~ ~ ~ I I ~
> ! l I o 1 ~ 5~~ ~ ~
~ i ~
( i FF I I ~ I o ~ ~
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~ I I s I i I ~ ~ z ~ ~ GRAPHIC SCALE ~
_ i ~ f ~ ~ ~ '!00 0 SOD 400 800 1800
~ ~ ~ ~ + ~ ~ 4 ~
' ( IN 1~ET )
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N r tp ~ ~ ~ ~ ~ ~ . ~ . ° G] ~ z.
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AND cv o AFT oco co o or j
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0 TITLE: " t PIPELINE -SEGMENT 2 ~ 00(.1 ~ DRAWN~~~
f1~V. No.; REV15)ON: QATE: QRAµ9V BY: CHECK~Q t3Y; , ~ 'Chis document, toga#her with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose BALL PLAN AND PROFILE DESIGNED RY:
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by P.O BOX 330 - R1LEf+( l, W FffH CA A 27636^38 Kimsey-Horn and Associates, Inc. shall be without liability to Kimsey-Horn and Associates, Inc. JAR
Copyright KimleY-Horn and Associates, inc., 2008 PHME: [phone] FAX- [phone] STA 10+0 0+00 V S © O CHECKED BY: ATTACHED REFERENCE FILES; JOB NUMBER: SHEET NUMBER: TO V SEAL jjw 1011063050 3 OF 34

\ ~ i p f ~ /
T \ A ~ r _ ~
~ ~ ~ x3 i ~ ~ ~ 4S UTILITY €NSTALLATIONS AND OTHER PUBLIC
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~ ~ wAU~ur c~k:~~c i [ o ~ ~ ~ AMPHITFIEA7RE ~ I ~ AS SPECEFlED BY CITY CpDE. THESE FACILITIES HAVE
( \ O m / ~ \ ~ BEEN APPROVED BY THE CITY OF RALEIGH J ~ AND SHALL BE SO INSTALLED UNLESS A GRANGE
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O 7 7~ REV, No.: RES7~ON: t}ATE: DRAIMJ BY: CHECKED BY: ~ ~o ~ ~ Ds~~~liNf3eY 4j PIPELINE -SEGMENT 2
~ This dacum~t, together with the cancepts and designs presented herein, as an instrum~t of service, is intended onfy for the specific parpose ALL PLAN AND PROFILE o~SI~NEa g
ana Client Tor wnicn it was prepares. Keuse oT ana improper retlonce on tnis aocurnent wltnout written outnorizotlon ono aaaptation by P.O. @OX 33OW _ FLALE1/' H N1J17'~ H CAF OUNA Gef7V~7farlL?V_L79I~f~0 Klmley-Hom and Associates, Inc. sholi be without liability to Kimsey-Hom and Associates, Inc. h VW
Copyright KimleY-Horn and Associates, Inc., 2008 PHONE: [phone] FAX= [phone] STA + 26+00 TO S TA 241+16- O CHECKED JAN BY: ATTACHEA REFERENCE f7tES: JOB NUMBER: MEET NU~ABER: SEAL.: ijw o~~os~o~o 4 OF 34

PROP05ED 16" RJ 45' ~s ~,o
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- STA 13+90.27 _ ~ UTILITY INSTALLA7IDNS AND OTHER PUBLIC
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' \ ~ cITY a~ RALEIGH 1 E; 2137888.4961 = ~~0~--\~\ 1I , . . e ~ \ 1. tt~~w il~s.~g r ~ ~ , ° \PIN:1732779522 a~ ,r x N iVV tN-174,87 ~ a ~ AS SPECIFIED BY CITY CODE. THESE FACILITIES HAVE
0 ~ ~ .r ~ \ II~ ~ ~ s, o \ ~ 60 LF BORED AND ~ f ~ P iNV our=174.57 ~ 1y ~ 4 f 1 i ~ a a BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A CHANGE
~ 1 ~ ~ l!~ ~ 1 1 EXISTING 16 DI JACKED STEEL CASING _ : ~ ~ , . 1S AUTHDRIZEO BY WRITTEN APPROVAL. PUBLIC
a i REUSE PIPELINE a SEE DETAIL 0232201 -ti ~ ~ ~ Idr PROPOSED'16 45 a ' 4 ° - _ ~ ~ ~ . ~ h ° ORFZONTAL BEND , SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR TO ANAL AOCEPTANCE.
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m ~ .IG DTILITIES DEF~ARTMENT 0~~ C~ E~ 11-11-08 " r ~ HORI~ZQNTAL S4C~E ~ 6~INGH ~ [A~E~GH ~ IE~S~rr
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0 ~ ~ RALEIGH, NQRTH GARC~LINA VERTICAL SCALE. ,
o TITLE: (1~ /19 ~ DRAWN BY; ~ PI[ E~INEi ~ SEGMENT
O REV. Na.: RI=VISION: GATE: DRAWN BY: CHECKED BY; ,
~ Thls dacumenL tooether with the aonoeats and deslana aresented herein. as an Instrument of ser~ce. is intended only for the soeci9c ouroose PLAN AND PRQFILE ~?~~~`~..~~e, DESIGNED BY~~.
and client for which it was prepared. Reuse of and-improper reliance on this document without written authorization and adaptation by P.O. WX 39098 - RAIMW NORTH CA?RDLAA 27W6-3M ~r r A ATTACHED REFERENCE E1lES: JOB NUMBER; SHEET NUMBER:
Klmla'-Horn and Associates, Inc. shall be without liability to Kimle'-Hom and Associates, Inc. PIE= {90) 677-2004 FAX 9V) 577-2M STA + Copyright Kimley-Horn and Associates, Inc.. 2008 ( 1 10+00 TO STA 22+40 CHECKED BY:
sEU: Jjw 011063050 5 OF 34

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~ \ 1 ~ tl ll ~ ~ ~ ' I 1 ~ ~ I ~ f aNC. ~ ~ / ~ I ~ 'I ~ ~ I I ~ I AS SPECIFIED BY C[TY CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE C[TY OF RALEIGH
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~ ~ 1 ~ ! ~ " ~ / r f ! ~ ~ 1 i i ~ • ~ ~ PROPQS i6 RJ 4~ • ~ 1 ! I ! ~ coNC. ~ / / ~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED
1 1 1 ~ ~ vAU ORS NTAL $ ~ ~ ~ _ ~ ~ I ~ ! ~ ~ I ~ / ~ ~ ~ ~ j ~ QNC, 27+5:36 / ~ ~ ~ ~ PRIOR Tp FINAL ACCEPTANCE,
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i / ! i / / 40 0 20 ~ so Aso PUBLIC UTILITIES: f
~ ~ ~ ~ ~ ~
CONSERVRTiON ENGINEER:
f ~ ) i = 40 ~
1 ~=40'
. E~(ISTING GRA E ALONG . .
. . . . . . . . . . . . . . . . . . . . . . . . . , . . . . - w.. PROPOSED RE SE PIPELINE. .
r r ~ ~ ~1\
. ~
175 175 185 ~ 185
. ~ O ~ r _ / . . . . . . . . . . . . ~ ~ ~ ~ . . . . . . . . . . . . .
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. f. . . . . . . . . . . . . . . . COVER, . . . . . . . . . . .
. - - . . . . . . . . . . . . . TYP.. . . . . . .
i70 i~i0 SLOPE UP' 180
.
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i / . . . . . . . . . . . . - oo. . . . . . . . . . .
165 i 5' 175 0 175
EXISTING GRAD ALONG ~ . . PROPOSED 16u D! PROPOSED 16" RJ 95' ~ +
PROPOSED REU E PIPELINE ' / I . REUSE PEPELIN - ~ HORLZONTA BEND ~ . ~ ~ ' ~ .
. . . . . .STA .30:9 .33 . . . . . . . . . . . . . . oQ~
. . . . . . . . . . . . r . . . . . . . . . / . . . . . . . . . . . . . _ _ - PROPOSED 16" RJ ~ 45' z . . . . . . . . . . . . . . . . . . . . . .
. - - ~ ~ HORIZONTAL 8 ND.
160 _ 1 0 17 STA 27+15.36 6 p 170
- , - 4 MIN. . COVER,, ,
. . TYP. ~ . F.. .
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o " 155 ~
i 155 165 o 165
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~ o PROPOSED 16" DI z . tea.
~ ~ + REUSI PIPELIN m cn o . N PR~~'I~.E.
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22+pp 23+p0 24+Op 25+Op 26+00 27+00 28+p0 29+00 ~+00 30+00 31 +00 32+00 33+00
a PREPAREd IN THE OFFICE OF: CLIENT:
rn ~ °A~` PROJECT:
0 ~IC UTILITIES DEPARTMENT c~~o ~~z~'a~ aBE.
0 ~ 1,: = 16-INCH RALEIGH REUSE
a M ~ m RALEIGH, NORTH CAROLINA ~ 4
a TITLE; REV. No.: REVlSiCN: CAlE: BRAS4N BY: CNECKED 8Y: ~ ao~ ~ ~RA~ PIPELINE -SEGMENT 2
~ This dacumen#, together with the concepts and deaEgna presented herein, oa an Inatrum~t of service, is intended only for the ~edttc purpose PLAN AND PROFILE ~E~~N
ey-Horn and Associates, Inc. shalt be without liability to Klmley-Ham and Associates, Inc. "TA ht Kimle Horn and Aasoalates Inc. 2t1oa PHC*E- [phone] FAX [phone]
L4Co citent ror Y-wnion it was prepares. Keuse of ano improper rertance on tors aocument witnout written autnormotton and aaaptatton by P.O. ~X 33068 - E~ALEIQH, NOflTH CAROL I" 27636-3068 Y~9 Y- BY: ATTACHED REFERENCE FlLES: JOB NUMBER: SHEET NUMBER: 22+0 n ~ O STA.. 31+00 CHECKED JAR Lj y SEAS: JJW 1011063050 6 OF 34

'o NOW OR
NOW OR i:ORMERLY a~ FORMERLY A J JEFFREYS, JR.
A J J~F"FREYS, JR. 0 PIN:1732680665
m ~ L PIN:1732587444
n. m
N
O Q ~ ~
N ` ~ ~
N 3`
PROPOSED ARV ASSEMBLY ~y~~+
SEE DETAIL 1509419R C}
~ STA 34+22.18 ~ N: 728769.9455 ~p0 oos 4,~~~ G<
~ - E: 2136632.9716 ~ 1 rk5 '9 fi
41 ' ~ r
O ty O~ 385 s~LT FENCE ~ - _ _ ~ 9
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~
~ Z ~~pp ° PROPOSED 16 DI STONE FILTER TYP. t~ ~ a ~ REUSE PIPELINE r r f / ~ o s~---~ ~ ~
Zq RUB \ ~ 330 LF SILT FENCE
~ J ~ ~ - PROP05ED 16
2 2 ~ ~ 6~.©p GATE VALVE ~ ~ F' ~ ~ - ~ ~ ~ STA. 38+40 ,
Q ~ ~ ` ss - ~ ~ - ` 1 100 . PUBLIC ~.4~E ~ ~
~ ~j ~ ~ ~ . - ~ ~ UTILITY EASEMENT - 0 w~p°s 4NE ~ ~ R~ ~ / ~ ~ Jam, ~4~ ~
~ ~ ~ ~ \ ~ \ ~ ~ ~ _ ~ ~ L- ~ ° - ~ ~ U r ` / r RIM=19~.~ NONt OR FORMERLY
4'~ L r / r ' / ~ ~ f' ~ tNV OUT 78 8 88 ~ PIN 17 X587444 R .s~ fig; ~ ~ / ~ ~
Wo~oS ~ r " ' / 7
1 ~ ~ PRORO5E0 ARV ASSEMBLY
S ~,~~a~' SEE DETAIL 15094198 ` STA 4410.00
EXISTING 54" \ ~ '981` ` - s -4 - - ~ ~ ~x $S M!t ~ ` ~ ~ ~ ~8l ~ ems-- ~ ~ N: 729151.6723 ~
i~iM=~a7.5 INTERCEPTOR ~ _ ~ ~ ss ~ 2135753.7752 UT1L€TY INSTALLATIONS AND OTHER PUBLIC
INV-178.39 ~ - Y ~ ,r FACILTIES, iNGLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON AIL STREETS
a ~ AS SPECIFIED BY CITY CODE. THESE FACILITIES HAVE
° 7~ ~ - ~ ~ BEEN APPROVED BY THE CfTY OF RALEIGH AND SHALL BE SO INSTA{.LED UNLESS A CHANGE
`EBI~ - i IS AUTHORIZED BY WRITTEN APPROVAL. PUBIJC SANITARY SEWER EASEMENTS ARE TO BE RECORDED
pow Q PROPOSED 16 RJ 22.5 PRIOR TO FINAL ACCEPTANCE.
~t:a ~ ~oRraeR~Y HORIZONTAL BEND Ex ss ~i~ P MON iNOOpgRO ~ RiM=189.5 ~ SIGNATURE:
iN•r~,~~~ao~25 5TA 38+82.76 i _ ~ GRAPHIC SCALE TRANSPORTATION sERVt Es:
N: 729056.0448 Nv iN-17a.44 ~ iniv our 178.41 NOW OR FORMERLY
E; 213s272.o23 A J JEFFREYS, JR. ~ ~ 2a ~ ~ 1S0 PUBLIC U11LtT1ES: PIN:1732680665
(IN FEET) CONSERVATION EN(~NEER:
~'=~o' 1 inch = 40 ft
.
. .
. . .
19fl + 190
. ~ ~l i II . . . . . . . . . ..M ~ . . . . . . . .
1Q~ . . . wv~ii~ . . . . . . . . PROPOSED 16" . . . . . . I I . . . . . . . . . . . . . . . . . . .
EXISTING GRAD ALONGGATE VALVE . . . . . . . . ` . . . . . . I I. . . . . . . . . . .
. ~ PROP05ED RE SE • PIPELINE - ~ STA. 38+40 I I . !I . . . . . . ~ . . . 4' MIN ! . . I I . . . . ~ . . . . . . . .
. 11 . . r ~ COVE ~ I I
185 - - - 1 185
4 MIN. ~ I ~ _ r
. COVER .II II
. _ _ - - - - - - - - .4 MIN, _ ~ L. _ - - T ~ .I I-'- - - - _
.II. COVER, II . II . ~ .II.
SLOPE UP~ ~ SAO 67.20' Lf ~ TYP. (I . PE Up 19 .0.01 54 R P
. I I 5 7.14' .Lf. 0.0 54" RCP w . I I.
180 m ~I Il 180
. ~ .ll. . > 91
QI
a ~ ~ . . . . . . . . . . . . . . ~ . . . . . . . . . r ~
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. 4 ELSE. PIPELINE . ~ ° . iN o ~HO IZONTAL BEND . r h. . ~ . . . . , . . . . . . . a, . . r.
175 ° N ~ ~ ST 38+82.76 ~I ~ ~ ~ r II 175
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~ r r r r r r r r r r r r r Q r r r r r r r
U v
34+00 35+QO 36+00 37+00 38+00 39+40 40+00 41+00 ~1 ~00 42-I'00 43-00 44-~DO 45+V~
~ PREPARE iN iHf OFFICE t3F: CLIENT: , T ,R)F M 1~ (~/A{ PATE. _rtO PROJECT:
Q o; .IC ~ { ILITIES MF~~ART~rr~iiNT V H~ZE~'TAL LACE:
a ~°~o~ to ( 1" T 40° 16~INCH RALEIGH REtJ~E
0 " RALEIGH, NORTH CAROLINA ,~R~GA~ ~A~.E.
0 TITLE: S L 1 _ 4 PIPELINE ~ SEGMENT 2. F1O <-1 ~ f7RA1~Rd BY:
Q REV. No.: REVS~ON; DATE; DRAwN BY: CHEC!(ED BY: this do~wment, together with the concerts and designs presented herein, as on Instrument of service, is intendal only for the spaeiflc purpose PLAN AND PROFILE ~`GIN~.`~~-a~~ €)E~CNED Bg
r and client for which it was prepared Reuse of and improper reliance on this document without written authorization and adaptation by P.O. WX MM - RALEXIK NCfffH CARKXJVA 27636-9068 Kimley-Ham and Associates, Inc. shall be without liability to Kimley-Horn and Associates. Inc.
ht KimleY-Horn and Associates Inc 2008 PHOfC-- (919) 677'-2000 FAX= (90) 677-2050 + ~pYdS I JAR t 34+00 TO STA / 4 /1 [0 ATTACHED REFERENCE F€LES: J46 NUMBER: SHEET NUMBER: 1 ~ Dl CHECKED Br:
1.011063050 s~a~: ~~w 7 OF 34

v , ~ ~ /r
~ / ~ .n ~ MH ~ UTILITY INSTALLATIONS AND OTHER PUBLIC , TOP=189.85 FACILITIES, INCLUDING SIDEWALKS AND HANDICAP
2125 LAKE 1 2125 LAKE TROUT LN ihN=185,78 RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
4 ROP SE RV ASS MB Y ~ Now ©R FnR Haw oR FORMERLY P O D A E L NOW OR FORMERLY ~ AS SPECIFIED BY C17Y CODE. THESE FACILITIES HAVE CARLOS WII«LIAMSI I ~ BEEN APPROVED BY THE CITY OF RALEIGH
CHARLES & BARBARA MARTIN SEE DETAIL 1509419R CARI.OS wIL~ m Now OR FORMERLY P9N:1732592042 STA 52+29.59 ~ PIN:1732493' PIN:1732499376 AND SHALL BE SO INSTALLED UNLESS A CHANGE
E A J JEFFREYS, E€i ANI7 CHRISTY ~lEFFREYS N: 729226.3642 \ ( I i IS AUTHORIZED BY WRITTEN APPROVAL PUBLfG
~ P1N:17325$~766 ~ E: 2134937.6556 2321 LAKE TROUT LN ~ I I SANITARY SEWER EASEMENTS ARE TO BE RECORDED PREOR TO FINAL ACCEPTANCE. NOW 0 ERLY
N / H JEFFER ON l I EMENT REPLACEMENT SIGNATURE:
i I ~ ..-'i ~ ~ / PIN:173249821 I ~ SEE DETAIL 02513.Q4 TRANSPORTATION SERVICES:
~ CHECK DAM TYP. 300 LF SILT FENCE
~ TEMPORARY DIVERSION ~ PROPOSEC 4 / PUBLIC UTILITIES: PROPOSED 1 ~ 22.5` ~ ~ ~ 2312 LAKE TROUT LN
DITCH, TYP. REMOVE TREE RJ HORIZC RJ HORIZON L BEND NOW OR FORMERLY ~ ~ ~ ~
STA 53+5 ~ - ~-N:~ 72J73' STA 53+53.1 I I cnREY BRANCH I rN~~~O~--~ I ~ I 97214 I CONSERVATION ENGINEER:
E ~ - - t~ _ __M_._----~- w-- 213481 2134814.6081._ _ _ ` ~ ~ I \
F- r
- 5~-ADO- -
W ~ ~ x i ~ ~ ~ I I S ~ .115 LF SILT FENCE 1
47+00 LINE - / / ~ ~ ~
~ W 46+00 r wows ~ ~ / ~ / / . ~ ~ ~ ~ . II j I ~
~ .,n.rr- ~ Ril ~ cn .,nom / / ~ ~ l _ t- - ~ 8-15 I ~ ~ ~ ~ ~ P PO5ED CLEARING LIMITS,
Q 1 ~ 1 ~ -.1u`? ~ - / _ / / c Rif ~ ~ _
W F ~ ~ B-13 / / _ _ / / ~ _ - ~ r~ ~ PROGRESS PROGRESS \ ~ ~ ~ ~ - , ~ OQ
~ ~ ~ ~ i - ,.,..Sg 7~'SS / J.- 77"A3NE , ENERGY M ~ ''~i ~ !d ~Q / -RE[}~57 ~ ETER ~A~p I ~ ~ ~ [ ~ , ~
Z 3did~ ~ ~ ~d ~ ~ - J ~'fS5 TP~ g`~ ~ ~ \ ~ / i
~ aS ~ ~ ~S t= - _ ~ ~ ~ . ~ 2113 SPIN CAST PL ~
D ~ NOW OR FORMERLY 2112 SPIN CAST PL sT PL ~oh~e`~ 1~ -~I II >~rr ~ , ~ ~ , ~ ~ 4ERLY ~ ~ III TOP~91.24 ~Sg ~ ~ I\ \ \ i J.,
~ - - VIVIAN HARQY NOw OR FORMERLY ! t-"~ ~ EXISTING 54" PROPOSED 16" D1 RAL H R aR117cER Ex ss ~ ~ 1»v (s)=185.13 ~ ~ lGER ~ R[M=195.5 \ ~ INV~N=(€J)185.5! ~ ~ ~ - ~ Q~
~9~ ~ ~ P1~1:173259026~ ' - INTERCEPTOR REUSE PIPELINE JR EIRS ~ _ ~ 1NVIOUT=}84.97 ~ \ x-16 R,~\ , k!
100' PUBLIC PIN,1 4~ ! 48 ~ INV OUT t 9 5 ` ~ ~~6~ ~ ~ ~ ` ~ ~ ~ ` ~ - l~~ 1 ~ ~ gam-'
UTILITY 1
EASEMENT ~ 21 O8 SPI CAST PL ~ ~ ~ ~ ~1 I ~ ! ~ ~ hQ NOW 0 FORMERLY \ \ ~ I I I ~
~ MAR LLA RORIE I ~ ~ \ `~f I ~ °SS ~ ~ ~
~ ~ i .173249836~~ ~ j ' Hovs~ ~ ~ i I ~~oo~ ` ~ .T ~ ~ ? _
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i OW OR FORME LY ~ ~ '`-j ` A PULLImY
~'IN GAST PUCE ~ ~ ~ ~ I I PIN:1732497327 ~ ~ I ~I ~~~y / ~
{ OVII) ~ ~ 45' PEJBI.IC R I - 1 _

1 ~ l ; l ~ / ~ ~ ~ ~
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1 /
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,
. ~
. . . . . . . . . . . . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . . . . . EXISTING ~
INV=186.6 EXISTING 8" ~WA RUNE Q INV=186.63
. ~
195 ~ ~ 195
j ? Qf CONCRETE SIDEWALK• .

. . . , . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I ~ .
i t 190 ~ 4 MIN. , I . \ n 190
~ ° COVER 11 ~ a
. ~ . II
. i .
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~ UP lOp~ ~ ~ I EXISTING 48" ANJTARY ~SEWE Up APPROX. INV. 185.20 \ ` ~ ~ ~
ALONG PROPOS D . . . . ~ ~ .
185 REUSE PIPELINE ~ 185
~ ~ r pp~~ Li,_ i _ .I~- MIN. _
-T ~ ~ - - . COVER,. . Q I . I . 0.48 ~ . 54" .RCP
~
. . . . . . . . . . . . .r . . . . TYP. , . . . . . . . . . . . . . . „ . . . . > rn . . . ~ ~ 0.08 5 PCP a ~ LI
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i 175 0
PROPO ED 16" DI
d w°D. ~ REUSE PIPELINE ~ +
Y CV ~ ~ ~ . cv wt~ .
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m cn HORIZONTAL B ND ~ .
. , . . STA 53f53,12 . . . . . . . . . . . . . . . . . . . . . . .
1 "~40' NOR. . a 170 170
~ i~ d' (A O rn ~ rn 03 tb N ~ t0 (71
~ u) ~ r f31 ~ ~ (V 1~ t0 Qt? O ~ (V N ~ oO a} ~ i` n r 00 OO Oa ~ a1 ~ R~ 01 p r r t." r r r r P r r r r r oNi rn ~ ~ ~ aQ°i af0o ~ ~
Q U r r- r r ~ ~ ~
N
N 3 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+DO 55+00 56+00 57+00
PREPARED iN THE OFFICE QF: CLIENT:
, T T C~ R _ PROJECT:
`o .IC ~ i ~E~/ aE~AI ~~~t/f/ ~i RIZ'QN~RL S~CA~LE: ~~QF~ 1 = 40 1 ~-INCH RALEIGH REUSE
0 RALEIGH NORTH CAROLINA ~I~~c~. s~~LEt
0 ~ ~
0 BEY, No.: REU~~ON: pATE; DRAWN BY: CHECXEQ BY: ' Fr1 !1Z (11 ~ ~RAY~d BY: 4 ~PE~INE ~ ~EM~EN~
o This docum~t, together with the cone#s and designs pres~ted herein, os on instrument of service, is tended only #or the ~ecftic purpose PLAN ANA PROFILE ~~~~~~~~~a $B
..J ~3f~~t L.. ..Lt~L ti .........J fl~..~~ .L ...J l~~~~~~~ ..It.... LL t. J..........t ...tlL...t _..Jtt~... ~..tL »1..._Ll~~ __J _J__t _nx__ t. r r .~r~~~
VIIV L41CFFi4 iVi wMWI K WUZ5 PFOPUFOU. nVU410 Vl Vt7u illi}/[Vem 14miumm Gli Ulm tivuUmixil Atuluut Wrisic" uUmor union U"0 UUUPFUTton Qy MO. p`/~ ` ~ VIM ~M~M'f L/ WVrWYY % Kimley-Hom and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. / 11
CopydAht Klmley'Horn and Associates, Inc., 2008 ~E-- (M) 677-2" FAX= (90) b77-2M T STA 45V'4 45+50 TO © .57+00 ' • CHECKED Jo~ BY; ATTACHED REFERENCE FklE5; JDB NUMBER: SHEET NUMBER: sA~ JJW 091063050 8 OF 34

551 ~ ~ 4 POOLE RD a \ N NOw aR FORMERLY / ~
NOw OR FORMERLY \ C A np RIVER KNOLL ASSOC. PI CITY OF RRLEIGW PIN:173248fl863 ~ / UTILITY lNSTALLAT[ONS AND OTHER AUBLIC
ti ~ ~ PIN.1732493368 ~ FACIEITIE5, INCLUDING SIDEWRLKS AND HRNDICAP t / ~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
~ in n ~ PROPOSED 16 22.5' RJ ~ C AS SPECIFIED BY CITY CODE. TNESE FACILI7iES WRVS
m ; HORIZONTAL BEND ~ ~ \ / / \ BEEN APPROVED BY THE CITY OF RALEIGH / RND SHALL BE SO 3NSTRI.LED UNI:ESS R CHANGE
° STA 61+23.31 1: / iS AUTHORIZED BY WRITTEN APPROVAL. PUBIC \ / SANITARY SEWER EASEMENTS ARE TO B£ RECORDED
aD N: 729577,8314 ~ / ~ PRIOR TO FINAL ACCEPTANCE,
N ~ _ ~ _ _ _ _ E: 2134124.0413 ~ EX sS MH \ ~ W EX SS MH - - _ .RIM=194.9 ~ ~ t ~ SIGNATURE:
I C) W NOW OR EORMi=RLY RIM=191.6 - ----88t - - J' ~ PROPOSED 1 Fi D) - ~ ~ INV 1N=180.32 ~
~ INV OUT=180,29 o ~ IvER KNOLLaASSO . INV IN=179.97 ~ USE PIPELINE ~ ~ :17324933 8 INV OUT=179,~f~ ~i' _ \ ~ / ~ TRANSPORTATION SERVICES: / /
l11 ''JS 0~ 59-Ir00 j ~8! / / / PUBLIC UTIITiES:
» w I t Now GR FORMERLY 800 LF SILT FENCE ~ / ~ / ^ ~ ~ RiVERKNOLL HCA iNC. .T FENCE ~ ~ \~C ~ NaW OR FORMERLY .t1
a~ ~ i ~ ~ B~ PiN:1732399822
~ ~ I ~ w \ ti PROPOSI=D ARy ASSEMf ARV ASSEMBLY ~ FT'NN 1732 q 9 waA INC. ` Q~ CONSERVATION ENGINEER:
© ~ ~ RU---~- ~ ~ SEE DETAIL 15094198 o W iC { k ~ R~ Rol _ RU ~vs `r Z Z q r ~ ~ ! ~~-17 ~ y(~ ~ .~62 1 STA 63+20.00 1509419R ~ ~ ~ / ~ (t ~r J.00 Now oR FORMERLY ~ 1 / ~ ~~9~~
~ ~ f - \ ~ ~ k I ` " - r~, ~ N: 729728,1349 1,1349 RIVERKNDLL NaR INC. f /
_ ~ ~..s_ _ _ ~ ~ ~ E: 2133997.4092 7.4092 PIN:1732491328 v / ~ ,
z y / / ~ ~ ~ ~ OO4 e 100' PUBLIC ~ 6~/~~ / / ~ 9~~
~ U ~ \ ~~9„ 0 BE RE 6VED ~ ~ - - . ~ ~ ~F ~ UTILITY / O ~
E \ x ~ ~ - s EASEMENT ~ ~
0 ~ ~ ~
~ EL TOP=1$9.58 ~ ~ ~ ~ / \ ~ \ ~ \ ~ \ ~ 1 40 LF SILT / L//~\~`~ ~ e~~~~ ~~F~E;~ FENCE. i i _ / ~ ~ ~k~
( iNV OUT=1$3.72 ~ I 6f \ ~ ~ ! ~ ~ ~
I ~ \ ~ ~ SS ~ ~
\ yE II 5~ ~ ~a ~UQ ~ ~ ~ ~ \ ~
\ I \ ~ ~ ` lfOUSE ~ HOUS1" CK i ° ~ ~ \ ~
36 RANCH MI CiR ~ ~'SS ~ ~
N W OR FO RLY I I I ( ~ ~ \ ~ 6~ ~ [ ~ Sy ~ ~ \ xp sH oNfl oL1NTAIN ~ ~ 192a RANCH MILL CIR ( Fa\ ~ ~ ~ ~ ~ \ a o ~ ~ ~ . ~ t
f~IN: 494499 I NOW OR FORMERLY 1916 RANCH MILL CIR ~ ~ ~ ~ / ~ \ ~ \ \ I ` 1924 RANCH MILL CIR NOW OR FORMERLY ~ ~ ~ ~ \ \ L ~ ~ ~OOpS y11~ OQ ~ ` ~ ` ` / 5
~ 11932 RANCH MILL CIR NOW OR FORMERLY VICTOR BAENA 1912 RA LL CIR ~ ~ ~ \
NOw OR FORMERLY YOLANDR MCNAiR PfN:1732492569 LAWRENCE POLLARD NOW OR FORME II P1N:17324926Q2 CARLOS JO H 1 ~ ~ ~ i k ` ~ ~
ROBBIE PHILLIPS 1928 RANCH MILL CIR IN:1732493527~ - & SEFINA CA EA pps~ PIN:1732494533 PIN:1732491657 ~ I
y NOW flR FORMERLY ~ p~ \ BETTY VEASEY ~ ~ ~ ~ ~
\ ~ 19 RANCH MILL IR ~ ~ PIN:17324935s6 RANgiMN. aRt~E Now oRM R F t~ R~
(4A` PUBLlC RQW) ~ EXISTING 54 ~ ~ , ~ ~ \ TOP=19t.O3 ~ ! aWENnoL RA CHE ~ INTERCEPTOR ~ tt \ . ~ ' ~ ~ 460 SF CLASS A ~
~ PIN:173249174 \ \ INV fN(W)-1$4.4b ~ / / \ SS ~ s ~ ~ ~ ` ~ t \ ~ ~ RIP RAP
INV fN{N)=i$4.49 E~ Y ~ INV OUTsi$4.32 / r ~ P, SAL
~ ~ \ \ ~ ~ ~ ~ s AL E~~ \ ~ t tt ~ ~ ~ ! ~ 50 LF SILT FENCE ~
~ 1904 RAN ' MILL ClR ~ i ~ i2"HARDVYQflD TREE ~ NOW flR F MERLY 13"HARDVVOOp ~ ~ -19~ ~ t ~ ~.t . l ` ~ T&21 VINTAGE RU ~ ~~6~' N~ Naw aR FORMERLY f
( FREOERlCK & ONCEPCION R1TT 13"HARDWOOD TREE ~ ~ ~ ~1,~ ~ ~ ~~p5 ~ ~ ~ ViLMA HERNA ~Q Z ~
~ PIN;173249fl85 ~ ( ~ \ / ~ ~ ~ L~~F ~ ~ PIN:1732396924~
~ I t t ~ UTiLIZ "SH RT JOINTS° ORS ~ f
~ t ~ ~ EXTRA DEFL CT(ON JOINTS ~ `
/ ` ~ ~ r 1 TO ACHIEVE CESSRRY
~ / ~ ~ ~ DEFLECT~N BI~TWEEN STA
( \ ~ 65+22.4 TO SETA 66+09.48
PROPOSED 16" 5' RJ ~ GRAPHIC SCALE
_ ~ ~ 1 HORIZONTA BEN ~
r . ~ EX S5 ~H ' ~ STA 65+15.1 '0 ° 2D ~o »~o
R1M~191.25 \ , ~ Ni ; 729882,4596 INV IN-~eo.sa ~ E~ 2133877.2735 ~
INV ouT=~so.s4 }
l.JrrQl.L
p~"r~' ~ 1 inch o 44 ft
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. I I ,r.
EXISTING GRA E ALONG - -
~ PROPOSED RE SE PIPELINE ~ ~ ' ~ 4' MIN.
. . . . . . . . . . . . . ~ PROPO D 16° DI . . . TI . . . . . . . . . . . I . . . . . . . ~ ` . l ~ _ - - C VER . n
190 REUSE PIPELINE I I I~ 190 I
I . LI . ~ li
r" PROPO D ~ ~ 22.5' 'I I . I 1 _ _ - . 4' MAN.. R~ HO kZONTAL BEND
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aATE: _ PROJECT:
wR~P~RIrD ,N THE OFFICE oF; ck_IENT: r
a €e .IC UTILITIES DEPARTMENT RZONTAL S~~E:
a ~°QO~ iD 1' = 4~t 16-INCH RALEIGH REUSE
0 ~ ~ w RALEIGH, NORTH CAROLINA yERTlCgI, SCALE: 1 = 4.
a TITLE. (1(~q ~ DRAWN BY: " ' PIPELINE -SEGMENT 2
~ REv. Nn.: REVl5lDN. DATE DRAWN BY: CHECKED BY: ~ / This document, loge#her with the concepts and designs presented herein, as an instrument of servke, is int~ded only far the specific purpase PLAN AND PROFILE ~ t/ ~~J~U~~ ~~q oES~~N~o Bg
r and client for which It was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by P.0 BOX 33M - RALEIGH, NORTH CAHOUIVA 27636-3M Kimley-Hom and Associates, Inc. shall be wlthout liability to Kimley-Horn and Associates, Inc.
caPY~'i9ht KimleY-Horn and Associates inc., 2008 PHONE: [phone] FAX-- [phone] 1 TO T ~y Q O t~ CHECKED JAR BY: ATTACHED REFERENCE FILES; JOB NUMBER: SHEET NUMBER; k ] v V
SEAL: ijw 011063050 9 of 34

' ~ ~
~ ~
T ~ ~
\ o ~ ~ ~ / UTILITY lNSTALLA110NS AND OTHER PUBLIC
a 540fl TATTEN HOE CT ~ ~ 5409 TATTEN HOE CT , ! ~ NOW OR FORMERLY / FACILITIES, ENGLUDING SIDfNlALK5 AND HANDICAP RAMPS ARE TO BE GONSTRUCTfD ON ALL STREETS
i NOW OR FORMERLY ANNE MARY HAWLEY ~ AS SPEGIFIfD BY CITY CODE. THESE FACILITIES HAVE
~ BENNIE BAKER & SYBLE HARRIS ~ PIN:1732390754 m r I PIN;1732393715 \ BEEN APPROVED BY THE CITY OF RALEIGH 1800 7EABRQ4K C7 r AND SHALL Bf 50 INSTALLED UNLESS A CHANGE
E ~ i NflW OR FORMERLY / IS AUTHORIZED BY WRITTEN APPROVAL.. PUBLIC
a I rn ,r ~'f+JOW OR FORMERLY / 1 ! MACK & 6RENDA NANCE SANITARY SEINER EASEMENTS ARf TO Bf RECORDED PIN:1752295741 / PRIOR TO FINAL ACCEPTANCE.
N THE VINEYARDS HOA 9NC ~ j f 51GNATURf:
I PIN:1732395529 / ~y 1841 TEABROOK CT m 1 {r~, NOW OR FORMERLY FES 1NV=182.25 TRANSPORTATION 5ERVECE
a s V. o , LINNETTE & AUSTIN SCOTT PROPOSED ARV ASSEMBLY
Q(,'y PIN:1732298744 sr SEE DETAIL 1509419R PUBLIC UTIUTIE=s:
I Ml'~4 ~ p ~ ~ !I STA 7s-roo.oo ~Z i
" roF=rsa.4s - ° ~ lrrv-t~a.sa ~ j } ~ N: 729802.6592 / CONSERVATION ENGINEER:
~ 1 10 LF ILT FEN PROPOSED CLEARING =.r ~ ~ ~ ~ i~ E: 2132797.0137 ~
~ ~ ~ r:~s CURB INLET ~v t ~ LIMITS,_TYP. - - _ _ _ _ ir~v=rso.r P1~OTECTION, TYf? ~ roum~ TON=i88.flo ~ , 130 LF sILT FENCE
rn ~ 1 i \ ~ _ 290 LF SILT FENCE PAVEMENT REPLACEMENT . - 5413 KINCROSS G7 r ~ - r CS - ~ ~ ~ NOW QR FORMERLY
W r~ ~ SEE DETAIL 0251304 ~ - - uTILIrY ~ srA~~ PROPOSED 16 22.5
~ 1t1 f ~ C ~r89.$r 4 A - -Sgt- .f ' ~ ~ N+V 490, ~ rsa.as ~ ~---0s ToP=iso.ss ~ / ROBERTY SALOMON wv ~so.as ~ P! r~ir=r~ fi.~s RJ .HORIZONTAL -BEND / ~ I~ARTINEZ
~ 2 ~ PAVEMENT REPLACE NT 71+00 7 00 8~ _ a~~~ ToN~is 73+00 170 LI' S1LT FENCE 74+~1 _ - ° ° 7.5.r-0()" + ~ SEE DETAIL 0251304 ~v - rori~is~.,3~ ~ ~ ~ ~s STR 77-1-31.58 / PIN:17~zz9~s9a V----os~ ~ ~ ~ _ ~ ten~~ N: 729794.9041 \
up W _ _ ~0~-Q~} ~ -
w I ~ _ _ ~ ~ - ~-w-- wv=~so.~s " ° . ~ ~Ei 2132665.6656 fQN=187.811 ~ \ ~ LANDSCAPED AREA ~ ~ ~ ~ ~ ~.ti
Q ~ ~ 1 - ~ \ \ ~ , 2-- ~-'---~I t~ U Rid . ~ ti ~ L3 ~ UDES LIRiQPf, ~ y
. ~ AR, THER VARf / L~NDSCA
~ ~ ~ Pl'ANTS/8
Z ~ ti ~ ~ -5S ~ G ~"SS --S
Z _ lT - g~ - ~ \ \~`r----~- PRO ~O~ED 16 DI - 2 ~I - x x _ ~ f -
~ ~ ~ I ~ n rz"rw~~ \ \ ~E SE PIPELINE - - ° t, C8 \ ~ {~G D5 APB Q ~G!
- ~ - 1NV=18fi.8& ~ ~ IANDS~A AR ~ ~
V I ~ I BROADBAND rONa1B6.7~~ - ~ ~ EX SS MH P ~ \ / / ~4NV=t87.03 eog~u~.cA~^^.~----.. EXISTING 54 _ ~ .v ~ - - ,Z - CAPER AREA ~ `
(Y_ -f I P®ESTAL RiM~-192.25 ~ \ f ~ INTERCEPTOR IIVV iN-~,$1.2s FH ~ ~ ~ ~ PLANTS/BUSH ° (r,E
1~ 1NV our 181.24 ~ --~g ~ 1 I =49Q ~8 ~ ~ ~x ss MH ~ A ~4 ~ RIM=194.5 ~
i~H ~ Tc~i~srar~ i ~ i ~ INV IN=191.77 ~ ~ Z
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5341 TRESTT.EWOOD LA ~ TON=18&,19
~ NOW OR FORMERLY ST 72+65 ~ I ~ s I 100 PUBLIC STEVEN MULL ~ ~ ~J
~ ~ UTILITY PIN:173zssza~s f i c~ { ~ ~ ~ \ ~ ~ ~V
m ~ EASEMENT ~ c Q ~ 5417 TRIMST(. OD LA / ~ Q
o A 1820 v(NT GE RD / ~ fl NoW OR F ( 1 ! } 1 r~~ NOW QR FORMERLY /
~ ~ NORMAN ~ MARILYN HUNTER a ~ GEORGE & GiSELA BRENOT ~
f'IN:1732394922 ~ - ~ / f / ~IN:1732295834 ~ ~fl
1
I ~ 5408 TRESI \ NOW OR FO 5408 TRESTLEWflOD LA / \ ~p~C4. ` / / NOW OR FORMERLY 5412 TRESTLEWDOD LA ~ ~J ~
5400 TRESTLEW00(7 l.A 54fl4 TRESTLEWOOD LA STEPHEN Bi I / ~ NOW OR FORMERLY ~ NOW OR FORMERLY }.3001 HALL 57EPHEN BARER & NQW OR FORMERLY
~ f1ERRICK YELLOCK RAYTON MCLAWHORN JR. PIN;173229; } JODI HALL J KELVIN & WINONA LLOYD / 5421 TAE TLE1N4flD I PIN:1732297990 PIN:1732297912 / NOW QR FQ MERLY
~ 1N:1732299952 ~ PIN:1732298971 ~ ---'-~"`"'T ~ ~ f ~ JULIA PH1PP
/ \ ~ IN:173229494
/ ~ f ~ ~ GRAPHIC SCALE
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GATE VALVE . .SEE DET IL 0222118.. ~ 11 II
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N 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00
t PREPARED 1N THE QFFICE OF: CLIENT.
~ /j DATE: _ PROJECT:
0 ~ w .IC UTILITIES DEPARTMENT RZON1ALS~~;
a ~ y 1°` _ i 6~INCI"I RALEIGH REUSE
0 r'3 ~ ¦ RALEIGH, N~RTI 1 CAR~~INA VERTICAL SCALE: ~ 1" = 4~ PIPELINE -SEGMENT 2
0 TITLE;
REV. No.: REV1SlDN: DAiE: DRAWN BY; CHECECED BY:. ~ ~ 'ittia document, together with the concepts and dea~jna preen#ed ha'ein, as sat inatr~m~t of service, le int~ded oniy far the apeciftc purpose p (I(T(~q ~ DRANN BY: P~~N AN ~ 1 RO~~~E ~ Ar~lllAIU~VCI~ DESfGNED BYB-.
and client for which it was prepared. Reuse of and Improper reilance on this document without written outhorizotlon and adaptation by P.O BOX 33M M-EIQH, NORTH CARCUM 27636-3M Kimsey-Horn and Associates. Inc. shod be without liability to Kimsey-Hom and Associates, Inc.
Copyright Klmle Horn and Associates Inc. 2OW PHONE- (919) 677-20W FAX: (99) 677-2M STA + 1 T O S T A 79+50 ATTACHED REFERENCE FILES: JOB NUMBER; SHEET NUMBER: SEAS CHECKED BY. 1011063050 i 68+50 : ijw 10 OF 34

f ( \ ~0 ( I I I I! 1 54as xINGROSS GT n I 1 j
4j ~ J I I I I rn° o \ NOW OR FORMERLY ~ k ~ I ICI ~ f _ 2DD5 MAYBRflOK DR
a 0~ `,~i ~ I JIMMY MOODY ~ I I ~ .o ~ \ I I ~ I I PIN; 1732293744 200I MAYBROOK DR NOW OR FORMERLY ~ UTIUTY INSTALLATIQNS AND OTHER PUBLIC f MARY RHODES
P I ~ ~ ~ f I ~ ICI _ - 5 5 ~ _ 1 NOW OR FORMERLY FACILITIES, INCLUDING ~pEWALKS AND HANDICAP 1909 MAYBROOK DR RMERICAN MORTGAGE ~ PIN:1732197217 ~ RAMPS ARE TO BE CONSTRUGTED ON ALL STREETS
~ ~ ~ 1 ~ ~C~ p \ I HECK DAM 5405 KINCROSS cT i NOW OR FORMERLY HOME INC AS SPEGIFIEp BY CITY CODE. THESE fAClUT1ES HAVE
~ ~ \I~ _ m P I 1 I YP. NOW oR FORMERLY ~ ~ Y.. ~19D5 MAYBROO}t DR JESUS MARENTES ~ PIN:1732197351 ~ BEEN APPROVED BY THE CITY OF RALEIGH NOW OR FORMERLY PIN:1732197397 ANp SHALL BE SO INSTALLED UNLESS A CHANGE
E ~ ~ I ( I ~ I I ~ J SON ANCRUM ~ 1901 MAYBROOK 1901 MAYBROOK DR IS AUTHORI~Ep BY WRITT;»N APPROVAL PUBLIC NILLIAM & CHRISTIE ~ SANITARY SEWER EASEMENTS ARE TO BE RECORDEtl
a ~ ~ ~ / PIN:17322928$4 5404 KINCROSS CT ~ I.I. III I \ / I NOW OR FORMEi ! NOW OR FORMERL ``~r. ~ ~ NOW OR FORMERLY FULLER PRIOR TO FINAL ACCEPTANCE. TELPHENIA & PIN:1732198432
G fl( I _ ~ TELPHENIA & N ~ I I vl ro \ KATHARiNA REO AD 5401 FIELOGR05S CT SHERWOOD DUN \ I PIN:173229067 ~ Q , SHERWOOD DUNN ~ ~ 51GNATURE:
I ~ I \ NOW OR FORMERLY IN.1732198487 ` I w ~ CHARLES & GLORIA COLLiN5 G IN:1732198487
o / / 5401 KINGR©5S C PIN:1732199579 I 1 ( ~ j ~ ~ TRANSPORTATION SER ES:
a ~ I I NOW OR FORMFRL \ O { ~ DANIEL & DEBRA 5400 KiNCROSS CT i j ~ ~ PUBLIC UTILITIES:
~i \ ~ ~ j N 76 LF SILT ~ \ ~ SANDERS NOW OR FORMERLY ~ ToF=fss.2z
PIN:1732291872 WESLEY & BOBBI v _ FENCE ( i _ ~ „ ~ i BROWN J 1N4~-189.8 ~ ~ '~J~ Y ~ _ ~ s~ M CONSERVATION ENG3NEER:
E ~ \ j I ~ RGROUND PIN:1732290 94 > ~ { \ X F1B 71C SIGN \ ! I I ~-•~r W _ - m ~ ~
° I! I / z A ~ \ \ \
95 LF BORED ND I 1 std tsa.3~ ~ - - ~ ~
~ \ ! JACKED STEEL CASIN \ I \ I
SEE DETAIL D232201 ~ , u I,ti~ ~ _ ~ 6~ .
~ ~ I
FIB i. ! ~a 100' PUBLIC UTILITY EASEMENT ~ 1- ° - - PROPOSED RECEIVING ~ I ~ \ o _ ALT ~ ~I~" - .~1_w-- ~I~w~-r9,~.s~ _ N ~
PIT a x I _ ` I \ f _ ~ _ _ ~ Z ~
_ _ - _ - ~ III ca _ ~ ~ ~ ~ ~ ~ ~ ~
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D ~ _ ~`1 TON=190.96 E ,
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x x x FIBER 11 N p ,r o 1 .00 CB ! ~ ~1-DD fi ro ro ro _ I ~ \ - ~ J... TON=19 .05 ~ ~ ~ " / ~
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° I.~ I I I:LEG IG ~ ~'d ° ~ m $~'~'a SS ht~ i EX SS MH
NE ~ RIM=196.00 nx 532D OR PINES DR INV EN=182.87
f m I I I f rEXiSTING 54 \ ~ Dp ~ wo sf GP L f WV 196.77 .--L61- ~rn g~,+ Y' \ ~ U y NOW 0 FO MERLY INV OUT=182.SF,~
E SEMEN ~ _ ~ ToN=i~~1° ~ ~ ~ ~ INTERCEPTOR ~ = - - ~ _ - ~ JOHN & ER ESTINE MBATA
I I I ~ ~ ~r ° ° ° I _ 102 LF 51LT FENCE _ ° e ~.DO _ _ . ~ss - " ~ Rk1 ~ ~ r.. 1N:1732 95 75 ~ .r""~
ro v ro I I TON=192.01. ~ o f O ~ ~ ~w f PROPOSER 16" 22.5'
\ \ -861 ~ - ~ ~ RJ HORIZONTAL BEND
~ e' ~ - ~ .1 ~ ~ 26 ~ ~ ~ TOP=193.94 .r ~ \ I ~c '~..c ~ j - ~ ~,i ~ (NV=192.08 5321 NORTNP€NES DR STA 90+09.33 NOW OR FORMERLY 3 N: 729392.332E
RANDY JONES & TIFFANY MARLEY
_ ~ a~~~ \ ~ ~ \ ~ ~ _ _ _ r _ ~x INLET PROTECTION 'ROTEGTION PIN: t 7321976D2 1 E: 2131693.2958
1 ~ ~ ~ R ~ - ~ Eck ~ P~ D w/ ~ - - Rt1 ~ \ ~ ~ wad ~ ~ CURB INLET
/S B g ~ ~ j ~ ~ ,,.ARE` a~ PORP OSED 16" 22,5' 1 ~ PROTECTION, TYP
* ~ { 9RICiC ~ BUSf~S -3- / RJ HORIZONTAL BEND
t~ ~ ~ e \ 1 \ Fly ~ \ ~pZ1 1 ~ / STA $9+07.24 ~ I ~ ~ _ _ _ N: 729490.0793
r ~ ~ " \ ~Aooa- _ - / ~ ~ PROPOSED 16 Di ~ E: 2131722.7476 PAVEMENT REPLACEMENT, T1'P.
PROPOSED 16" 45' ~ _ ` 1 % / ~ o ~ ~~i , ~ REUSE PIPELINE SEE DETAIL 0251304
RJ HORIZONTAL BEND ~ ti~ g _ ~ / ~ PROPOSED CLEARING
I ST +1 .55 ~ ~ ~ ~ iNV OUT-18217 WAY DR \ i LIMITS I
N: 729943.0317 E: r. ~ NoW oR FoRMERLY ] f o \ AMIE & MARK KNOBEL 2132D98:84D8 ~y ~ PIN:1732198751 f
~ \ 1812 W)Nl">fAY DR - ~ 1 GRAPHIC SCALE
PROPOSED 16" 22.5' I NOW OR FORMERLY HARRY & GA7HYiVEY
RJ HORIZONTAL BEND j r 1 21 1~,1NWAY DR PIN:1732397675 ~ ~ i ~ ~ ~ ~o iao
$TA 83+32.35 PROPOSED ARV ASSEMBLY ~ OW OR FORMERLY NOW OR FORMERLY SEE DETAIL 1509419R ~ ALPHA ~ HOLLY aaWFL ~ N: 729935.6463 TALON RIDGE HOA NC. P1N:1732199801 i ~ t
f E: 2132086.0031 I STA 83+50.00 ~
PIN:17332001 D6 ~ - N: 729921.5793 ~ ~1~
E: 2132075.3419 ~ . ~ "~4.p' z ixxoh = ao t~ ~
. SIDE ACK. .
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2D0 n ~ t° 200
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z w z ~ ~ PROPOSED RE SE PIPELINE
~ + o ~ 6 MIN. ~ . . . . . . SI EWALIC . . . . . . . . . . . .
. a o o ~ i I COVER - - - c~ oo~ EXISTING INLET . z . . ~ i! ~ .
f~ Q I I STRUCTURE . ~ .I . ~~~ZO
Q z I- i 1 _ ~ 195 o z ~ ~ 3 MIN. ~ ` o wcn~__ 195
I s ~ ai COVER
oa I~- . . EX1S NG 1.5 FIBER C':':.;::::' ` :~l:p~ : : ~ . . v t~ OPTI LINE . 4 MIN, 11 ~ .
z g / . I I .COVER, , ll
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w I~ a a /
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19D ~ I ~
\ I ~ !I
~ PROPOSED 16 Dl ~ ~ .II. . ~ ~ ~ ~ EXISTING 15" RCP ~ EXISTING 8" ATERLINE . (I
~ f ~ Q REUSE PIPELIN . II Q a . . °z i¢- INV=190.37 INV=190.1.3 . I I. . w~ _ ~
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~ STA 83+17.55 0 180
o - .PROPOSED ~ . r~ ~ z ::~r ~ OE1 . . . . . . . . . . . . . . . . . L:. Ufj . . . . . . . .
Y RECEIVING PIT ~ ~ ~ ~ 95 LF ~30" S EL . » ~ ~ ~ PROPOSED 6" 22.5'
~ _ PROPOSED 16 22.5' r . ~ RJ HORIZON AL' BENf7 ~ . ~ v°+i . PROPOS D 16" 22.5'
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PR OSED, BORE. Pl STA 83+32.5 i ¢ t =4 . EXISTING. 5 "INTERCEPTOR .STA ~90 09.33 . ~ .
175 wv1~__ a INV-18271 175
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DATE: PROJECT:
PREPARED iN THE OFFICE OF': CLIENT: m ~
0 .IC UTILITIES DEPARTMENT cA~ "-11Wos ]4 !
a ~Q~Q~ ~ HORIZONTAL 54C© ~ 1 G-INCH RALEIGH 1 [ESE
0 ~ w m = RALEIGH, NORTH CARGLINA Q VER 1CAL SCA~}
° TITLE: ~ ao~ ~ DRAWN BY: PIPELINE -SEGMENT 2
Q REV. No.: REVISi6N; DAiE: DRAWN BY: CHEfk((E#1 6Y: ~ This docum~tt, toge~er with the concepts and designs pres~ted herein, cs an instrument of service, is intended only for the specific purpose PLAN AND PR~~'ILE DESIGNED BB
r and client for Which It was prepared. Reuse of and improper reliance on this document without written. authorization and adaptation by P.O. ~X " ~I~..E~, NOFff Cnnvl.~rA 27~ Kimley-Horn and Associates, Inc. shall be without Nobility to Kimley-Nom and Associates, inc..
1 PHONE (919) - ~ FAX. (99) 677-2 C a4 % 'r ht KlmleY-Han and Associates. Inc 2008 orig 79+5 TO STA 1+50 CHECKED BY: ATTACHED REFERENCE FILES: JOB NUMBER; SHEET NUMBER: Y4 SEAL iiw 01063050
11 OF i

~ 2109 MAYBROOK DR 2 21 MAYBROaK DR 2117 MAYBROO DR 2125 MAYBR ~ NOW QR FORMERLY 2113 MAYBR OK DR 2129 MAYBROOK DR /
f NOW OR FOR ERLY NOW OR FARM LY N W OR FORMERLY NOW OR FaRMERL Iw a GLORIA AVENT-KINDRE i REGINALD DORS Y & C NTHIA HA1TH 8c VERGIE MCNEIL ERL NOW OR FORMERLY A REYES ~
~ ~ 2105 MAYBROOK DR LOLETA BROW ~ NOW OR F'ORMfRLY PIN:1732183881 PIN:173218373 LRTASHA TNOR E 1 A DREY MAE YOUN PIN:1732181656 F 6 PIN:17 OB84 / 2201 MAYBROOK DR UTILITY INSTALLAT10N5 AND aTHER PUBLIC
T ~ r PATRICIA GaODSON ~ PIN:1732182772 P : / NOW OR FORMERLY / / FACILITIE5, INCLUDING 51DEWALKS AND HANDICAP
a \ PIh1:17321848 7 ~ 2 ~ { OSA & TIMOTHY LEE ~ RAMP5 ARE Ta BE CCNSTRUCTED ON ALL STREETS PI 32180614 / AS SPECIFTED BY CITY CODE. THESE FACILITIES HAVE
x 1 / RO 16 11.25' BEEN AF'PRaVED BY THE CITY OF RALEIGH " ',25' AND SHALL BE Sa INSTALLED UNLESS A CHANGE
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f zr' i / r 1 ~ ~ ~ / 2017 MAYBRaOK DR ~ r r ~ ~ y~ r r ~ r r ~ ~ , ~ P MENT REPLACEME GRANT
r NOW OR FO Y rr ~ r ~ ~ EX 5S MH ~ ~ / ~ 1 ~ ~ ~ j ~ / S Df=TAffr d~J13~}~ :1732087634
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~ ~ j NOW OR FORMERLY ~ ~ © 20 au eo asp ~ FREDERICK KlM LAMM 2216 YBR'
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a ~ ~ RALEIGH NQRTH CAROLINA o4 ~R~c~~ S~A~~:
0 TITLE: ' ~ U ~~I ~ DRAWN 8Y: ~ PIPELINE ~ SEGMENT 2
~ REV. No.: RIMV€S~ON: flRTE: DRAVRJ HY: CHECKED 8Y: Thls document, together with the concepts and designs presenited herein, as an instrument of service, Is intended only for the specEflc purpose PLAN AND PRQFILE ~~~E~?~~°~ o~s~~NO~~:
and client for which it was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by P.O. WX 33M - MLEKaH, NCRTH GARQLM 27636-3M ATTACHED REFERENCE FILES: J08 NUMBER: SHEET NUMBER:
Klmiey-Han and Associates, Inc. shall be without ilabflity to Kimley-Horn and Associates, Ina PHME- (99) 677-2IX}0 FAX (919) V7-2= Copyright K&nley-Han and Associates, Inc., 2008 + R~ CHECKED e~: 011063050 91+50 TO STA 103+00 JAN seas ~~w 12 CYF 34

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T 2221 MAYBROOK DR i \ \
NOW OR FORMERLY 2225 MAYBROOK DR ~ \ / / UTILITY INSTALLATIONS ANB OTHER FUBL[C / / / ~'RCILITIE5, INCLUDING SIDEWAUCS AND HANDICAP
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o KALEJAfYE ~ RJ HOR?ZON L BEN GAS E~ GAS EASEMENT A5 SPECIFIED BY CITY CODE. THESE FACILITIES HAVE / BEEN RPPROVED BY THE CITY DF RALEIGH
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N: 728 53 ~ NOW oR FORMERLY ( I i 240 P E 240' PROGRESS Is AUTHORIZED BY WRITTEN APPROVAL. PuBLIG SANITARY SEWER EASEMENTS ARE TD BE RECORDED
o ~ E: 2130540.1262 WALNUT sLUFFS Hoa ENERG' ~ ! INC I ENERGY EASEMENT / PRIOR T4 FINAL AGCEPTANCE.
N I ~ ~ PIN:1732081472 i I SIGNATURE:
I ~ ~ 2305 MAYBROOK DR i I 1 N PAVEMENT REPLACEM N ~ 220o LocKwOOD FaLLY LA Now oR FORMERLY i f 100' PUBLEC ~ TRANSPDRTAT1oN sER
I ERLY i i ~ SEE DETAIL 0251304 MICHELLE w~LKES ~ I I a AXINE RAW INGS / ~ ,r i I / UTILITY ~ ~ / / EASEMENT n ~ PUBLIG uTiLITIES:
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p ~ r 1NV 187 2 ~ O E ^ ~ ~ ~ NOW ft FQRMFRLY NOW OR FORMERLY
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mot, 2130499.2689 PIN:1 32084717 SALQMON AMAYA & \ ~ r" f ) ~ - / / ~ ~ <
PATRICIA VALENZUELA REYES ~ ~ ~ / ~ PIN:1732082765 i 2312 M DR ~ ~ \ / / / / / ~ °r PAVEMENT REPLACEMENT / LIMITS f / SEE DETAIL 0251304 /
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PROTECTION, TYP I NOW OR FORMERLY / ° / E / EX SS MH / Q RIM=2D7.40
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O TITLE; ~ ' - 4 PIPELINE -SEGMENT 2
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ROBERT H BROWN ~ UTILITY lNSTAtLATIONS AND OTHER PUBLIC FACILITIES, INCLUDING 51DEWALKS AND BAND€CAP
PIN:1722985fl86 RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
°o / / AS SPEC3FIED BY CITY GODS. THESE FACILITIES HAVE / BEEN APPROVED BY T}IE CITY OF RALEIGH
m / AND SHALL BE SO INSTALLED UNLESS A CHANGE \ 15 AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
g ~ / 5AN17ARY SEWER EASEMENTS ARE TO BE RECORDED
p N PRIOR TO F9NAL ACCEPTANCE.
cV 51ONATURE:
i ~ CULVERT 1NV-?80. ? ~ / / \ TRANSPORTATION SERVI
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cv i % NDW OR ~©RMERLY WILLIAM J BROWN, JR.
~ ti r r 8t N ~ i i PIN:1722970983
~ / ~ f CONSERVATION ENGINEER:
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a ~°~o~ ~ 1" _ 1 ~-INCH RALEIGH REUSE • RALEIGH, NORTH CARC}~INA ~ VERT3GAL SALE.
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0 TITLE: REY. No.: RE~SfON: DATE: DRAWN 6Y: CHECKEQ BY: ~ L - 4' PIPELINE -SEGMENT 2
~ Thfs docum~t, together with the concepts and des[gns presented herein, as ~ instrument of sc+rvlce, la Intended only tar the epeclftc purpose © f1 (1f1~ ~ DRAWN BY: N i \ ~ D ! I ~ ~ L E A~~ U E AU~U~~ DESIGNED BYB'.
one anent Tor wnicn It was PrOparea Keuse or ana improper retiance on Tunis aocumenTu witnouz wntten automation one aaaptation oy P.O. EJOX 330E - RAL.EK3f1, WORTH CAflOIJVA 27WO-30M KimEey-Worn and Associates, inc. shall be wRhout liability to Kimley-Hom and Associates, Inc.
ht Kimt Hom and Associates inc. 2008 P":-- (99) $772000 FAX= (90) 577-2M 114+50 TO STA 12+00 CHECKED 9Y: ATTACHED REFERENCE FILES: J08 NUMBER: SHEET NUMBER: sA Jew 011063050 14 OF 34

NOW OR FORMERLY
NOW OR FORMERLY MAYBROOK CROSSING WILLIAM J BROWN, HOA 9NC
'o JR. PlN:1722&74774 PIN:1722779064 Naw oR ~aRM~RLY U~rLITY INSTALLATIGNS AND aTNER PUBLIC
~ ~ T m JASPER 1 LLC FAC[LITIES, INCLUDING SIDEWALKS AND HANDICAP I RAMPS ARE TD BE CONSTRUCTED ON ALL STREETS PIN:1722776743 AS SPECIFIED BY CITY CODE. THESE FACIL[TIES HAVE
Q ~ BEEN APPROVED BY THE CITY OF RALEIGH
5, Ffl n AND SHALL BE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL PUBLIC
--~6~~ PROPOSED 16 45' E ~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED
STON FILTER, TYP, RJ HORIZONTAL BEND ~ ~ " STA 128+08.1.7 PRIOR TO FINAL ACCEPTRNCE.
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t~ ~ 30+00 PR01 { PROPOSED RRV ASSEMBLY ~ \ ~ ~ ~ - REU, PROPOSED 16" DI PROPOSEQ 1fi" GATE VALVE REUSE PIPELINE ~ STA 135+20
SEE DETAIL 15094198 / ry ~ ~ ~ - _ 131+0
STA 127+69.99 ? ~ ~ ~-41 ~ RU ~ ~ ~ 3 - _ ~ 100` PUBLIC UTILITY EASEMENT
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WILLIAM J BROWN, JR. P1N: S 722874774
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0 u~ oQ°~~ss'o ,,E~~~A~ 5~~°' 6-INCH RALEIGH RE1SE
0 r~ M m RALEIGH, NORTH CAROLINA _
° TITLE: REY. No.: REVISION: DATE: DRAWN BY: CHECKED BY: , ~ O Oi ~ DRAWNs'BY: PIPELINE ~ SEGMENT
~ Thla document, together with tha ceneepts and designs presented herein, as an Instrument of aervtce, to fntended ar~fy for the apeciflc purpase PLAN AND PRQP`ILE ~c~t~ti~~~~~~ DESIGNED 6B
ona aient TOT Wnicn It WOS prepares KeUSe oT one improper renonce on tnis aocument witnout written outnonZation one cooptotion by P.O, ®Qx i NORTH C14 IA 4727636-3M Kimley-Nom and Associates, Inc. shell be without liability to Kimley-Horn and Assoclotea. Inc. 1
Copyright Kfmle Nom and Associates. Inc.. 2(X18 (90) 677-2 FAX-- (99) 677-2M T 126+00 TO STA 137+0~ ' JAN ATTACHE[ REFERENCE FILES: JOB SHEETNUhfBER: CHECKED BY: SEAL. Jjw 011063050 15 OF 4

•o ~ ~ NOW OR FORMERLY Y UTILITY INSTALLATIONS AND OT}iER PUBLIC
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/ RJ HORIZONTA N ~ RJ HORIZONTAL BEND PlN:t722780311 L BE D ~ STA 142+26.28 AS SPECIFIEp BY CITY CDpE. THESE FRCILITIES HAVE BEEN APPROVED BY THI= CITY OF RALEIGH
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do ~ ~ NOW OR FORMERLY ~ ~ ~ \ ~ ~ Z r~~.ti~y i ~ti~~~ ~ ~ ~ ~.ti~Dy ~ .,fir ~ ti~©y J ~ / ~ O
W1LLlAM J BRAWN, JR. / ~ ~ ~ ~ ~ ~i~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ ZQ
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6 .IC l1TILITIES DEPARTMENT ~~~V H RZQN1AL
O ~°~a~~ 1}` = 4a° 16-INCH RALEIGH REUSE
~`7 1 ip ~ RALEIGH, NGRTH CARGLINA Q VERTiCALSCALE:
d i kTl~: ~ I1 (1(1~ ~ ©RAHTt BY: 4' PIPELINE -SEGMENT 2
o REV. No.: REVtS{ON: DR1E: DRAWN 8Y: CNECKEQ 9Y: ~ ~ This docum~t, together with the concepts and designs presented herein, os ~ instrument a# s~vke, i® (nt~dad only #ar the ~eclflc purpose PLAN ANQ PR~~'ILE ~ oESI~~EO
one Client Tar wnicn it was preparea. Keuse oT one improper renance on tnis aocument without written outnonzanan one aaaptation Dy P.O. ~?X NORTH CAROL~VA 27&16-3M Klmley-Horn and Associates, Inc. shall be without liability to Klmley-Hom and Associates. Inc. JAN
Copyright Klmle Horn and Associates, Inc., 2008 PHONE-- (90) 677-2" FAX (919) X77-2M STA + 137+50 TO STA 149+00 CHECKED BY: ATTACHED REFERENCE FILES: J09 NUMBER: SHEET NUMBER: J sEa~. JJW 011063050 16 DF 34

Irn
~ /
NOW OR FORMERLY I ~~I I
~ / MAYBROOK ASSOC. LLC NOW OR FORMERLY PIN:1722684975
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. . . . . . . . . . . . . . . PROPOSED 16" 45' . . . . . . .
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4 ¦ RALEIGH NQRTH CAROLINA ~4 4ERTCAL SCALEi
O w- REV. No.: REY~SION: DATE: DRAWN BY: CHECKED 9Y: m ~1 (1/1~ ~ DRALS'N BN 4 PIPELINE 4 ~EGI~ENT a~
% ' ~ This document, #ogeth~ with tha cc~cepts and designs proaented herein, oa on lnatrum~t of seMce, fa Intended only for the speaiflo purpose PLAN AND PROFILE V ~~U~U~~(~~~ p~S~~Ee ~B
ono ujant For wmzn a was preporeo. Reuee of ana improper rmionce on tnie aooument without wrntan autnari Quon ono aaoptatiari oy F.Q. BOX - MALEX3H4 NKA9rrH CAROLINA 27636-3008 Kimley-Horn and Associates. Inc. shall be without liability to Klmley-Horn and Associates. Inc, PHCNE-- ST JAN SEAL ~~w 01106305 17 OF
. 2008 (90 ) 6~'2( FAX (919) 6"-2~Q t Kimley-Ham and Associates inc, ~Nt9h + 1 4.9+0.0.10 S T A 160+50 CHECKED 6Y: ATTACHED REFERENCE FILES: JOB NUMBER. SHEET NUMBER 34

~o UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, INCLUDING SIDEWALKS AND HANDICAP
i, RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS RS SPECIFIED BY CITY CODE. THESE FACILITIES HAVE
0 BEEN APPROVED BY THE CITY OF RALEIGH
S, m AND SHALL BE SO INSTALLED UNEESS A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
SANITARY 5EWER EASEMENTS ARE TD BE RECORDED
PRIOR TO FINAL ACCEPTANCE.
r { S[GNATURE:
TRANSPORTATION SERVICE ;
O O N NOW OR FORMERLY
ISRAEL LOCKHART PUBLIC UiiLITIES: PIN:172~609076
N
~ ~yl1~~ j CONSERVATION ENGINEER:
> PROPOSED 16" 45' PROPOSED 16" DI z RJ HORIZONTAL BE REUSE PIPELINE
STA 169 +56.56
NaW aR FORMERLY N: 729693.7806 PROPOSED 16n 45'
MAYeROaK Assoc. LLa ~ . E: 2126308.2243 350 LF SILT FENCE ;E RJ HORIZONTAL BEND
PIN:1722684975 325 LF SILT FENCE 100' PUBLIC UTILITY EASEt~fl*NT STA 171+57.84
- w N; 730278.5204 ~ '
_ E: 2125757.2872
~ O - _ - l /
~ N ~ ~
.~r f - 1NVW 187 &8 ~z-~oo _ - _ M +
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~ k ~ ~ ~ TEMPORARY DIVERSION PROPOSED 16 DI .y O, PROPOSED 16 45 ~ w 31 ~ ~G~ ~
DITCH, TYP. REUSE PIPELINE ~ ~ n HORIZONTAL BEND ~ ' RIM S~©4 38 ~ QC~~~
~ EXISTING 48 100 PUBLIC 5TA 164+05.1 1 ~x ss MH INTERCEPTOR UTILITY N: 729918.8929 ~ CHECK DAM, TYP. „ INV [N=197.7f G INV OUT=190.07
i RlMW202.00 - EXISTING 48
1NV iN-189.20 EASEMENT 1 E: 2126413.5921 INTERCEPTOR INV OUT-189.18
" EX SS MM NOW OR FORMERLY PROPOSED 16 45' ISRAEL LOCKHART
RJ HORIZONTAL BEND RIM=201.79 NOW OR FORMERLY 1NV 1N=189.46 P1N:1723fiQ907fi
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.v
0 .IC UTILITIES DEPARTMENT ~~~a~, H~~a~r~n~ Q8E:
0 RALEIGH NGRTH GARGLINA 9 vE~ncat_ sea ~ ~ 6-INCH RALEIGH REUSE
0 w ~
0 TITLE: REV. No.: i2ENSiQN; BAiE: ARA'AM BY: C't{ECKED BY: ~ ' ~ ~ D€iR{R~i BY PIPELINE -SEGMENT 2
~ lhis document, together with the concepts and designs presented herein, as an instrument of serNce, is lntertded only for the specific purpose PLAN AND ~RQFLE ~N~IN~~Q~~~Q DESIGNED BY~~.
1- ..J .It..l i.. ..d.1.L tl .........J D..... J ...J l........ .Jt..... it t. J........1 ~.t1L.~.i ....f11.. ...lk...t../t.. ~~J ~J_3_Lt__ L.. r r ~ra• rrrrr r a • r. • a.r~~, a r s rr• u. • r~r.rr rr r.r
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~ (MUM ( ~ 6W-2= STA 160+%' ht KlmleY"Hon and Associates, Inc., 2008 ?'~9 ~P SEAL: JJW 011063050 18 of 34

m \ MATCN~INE STA 153+5d
'o
\ N©W OR FORMERLY FOR CONTINUATION SEE SHEEN 20 FAC(ILITIES5INCI_UDNG SOEWA KS AND HANDICAP STATE OF NORTH t~ ~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
0 ~ AS SPECIFIED BY CITY CODE. THESE FACIL117ES HAVE CNR07 3515389 ~ ~ AND SHAD 8EDS0 3NSTALLED IJONLESSEA CHANGE
m \ PROPOSED GO ~ ~ IS AUTHORIZED BY WRITTEN APPROVAL. PUHLfC
E i \ PERMANENT UTILITY r ~ ~ EXISTING 48" p~l~~aro IF~iv~A~LR,acc~PTA~c~,ARE To sl< RECORDED
N \ EASEMENT I B-~ INTERCEPTOR
I~ \ 258 LF SILT FENCE °o ~ ` ~ ~ sIGNATURI=:
QO \ ~ ) + ~ TRANSPORTATION SERVlG 5:
O q ~ ( ~
N PR~IPOSfWO 16" 45' °0 Pusuc uT~uTIES:
N \ RJ RfZONTAL BEND I~ ' \ STA 1 +96,$4 ~
N: 731 5.514$ • ~ i" CONSERVATION ENGINEER:
A it E: 212543,x.4498 ~ ~
O \ ~~w~ i
~ PRO PROPOSED BORE PIT \ PROPOSED 16" 45' ~ ~ ~
PROPOSED ARV ASSEMBLY RJ HORIZONTAL END !
SEE DETAIL 1509420 ~ CHEF CHECK DAM, TYP. \ STA 181+82.60 ~
STA 173+40.00 ~ PROPOSED RECEIVING TEMPORARY DIVERSION ~ N: 73O45fi.01fi5 DITCH, TYP. ~ PIT 1a" Fps N: 731250.3124 ~ I rr,ty=~av.ss :2125446.7083 , \ ~ ~ f
E: 2125715.7329 15 L 15 LF SILT FENCE \ ~ . ~ ~ ~ ~ _ ~ \ ~ ~ ~ I
CHECK DAM, .TYP.
~ 1 4 ~ 28 LF SILT FENGE
~ , 148 LF SILT FENCE
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tTt ~ ss_ r \ ~ ~ I ~ ~ SEE D SEE DETAIL 0232201 `~°o \ ~ i ~ { { { f ~ ~ = ~ ° \
\ ~ EX SS MH \ ° ~ J ~ Zp ` ~ ! RIM=203.35 ~ 2
T ~ ~ { ~ ~ ~ INV IN=191.OD
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STA 176+90,00 ~~ti PROPOSED 16 DI ti ~ APPROXIMATE MH \ \ AND INTERCEPTOR
REUSE PIPELINE s;wH OA=207.47 0 OCATION
NOW OR FORMERLY ~1NV (3UT=199.93
ANNIE WILSON PROPOSED 16" 11.25'
PIN:1723605680 HORIZONTAL BEND NOW OR FORMERLY R HA8[TAi' FOR HUMANITY 0
STA 177+04.57 o©WLING RiocE ~ ~ GRAPHIC SCALE
N: 730812.1827 PIN:1723507787 ~
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. . . . . , ~ STRUCTURE TO ~ BE~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . .1' •MIN ABO GRADE ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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. z 1 ~
205 ' ~ 205 200 ~ ~ 200
4 / UP , sLOA~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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~ ~ ~ I . , z ( .PRO OSED BO~f~ PIT
m ~ PROPOSED ~ 1 I \ o i . II ` ~
~ ~ ~ RECEIVING PIT ~ ~ ~ ` ~
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~ Ql~j
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REU~E ~PI uNE . RJ'HORIZON AL'BEND' .
. . . . . . . . . . ,STA 181+82.60 _ . . . . . . . . . . .
_ .

190 _ _ ~9e 185 . .RJ ~ HORIZON AL ~ BEND . . STA 181+96.$4 1$5
- ~a ~ EL.=187.4
~ PROPOSED 16 o .~o. Y ~ o GATE VALVE _
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~ . z ~ . PROPOSED 1.6" 11.25' 3 STEEL CASING
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a pREPA1~D THE O1:FICE E3F: CLIENT: Dare: _ PROJECT:
M
a a IC UTILITIES DEPARTMENT ~~RO H RZDEdTAL DALE: °~o~ss f' 1" = 40' 16-INCH RALEIGH REUSE
0 RALEIGH, NORTH CAROLINA ~ SCALE:
o ~
o TITLE: ~ o~ ~ DRAWN,tBY: 4' PIPELINE -SEGMENT 2
O REV. No.: REVISION: DATE: DRANK 8Y: CHECKED BY: r ~ TE~(a document, together with the conc~ts and daslgns presented h~eln, a9 an fnatrumer~t of a~+rlcs, is En#ended only for the apecfflc purpose 'LAN AND PRGIFILE DES~GNEp
one aienT. rar wnicn a was prepares Reuse or ana improper reuance an rnju aocumoni witnour wrnFen auvwrixarum ana oaoprauOn ay MO. BUX i - KALUU^ NUKTH GAHUUNA Z7tk U-%-iU65 Klmley-Horn and Associates, Inc. shall be without liability to Kimley-Nom and Associates, Inc.
Copyright Kimley-Ham and Associates, Inc., 2008 ~ l90l 677-2WO FAX: r l99) ~-2 T 172+00 TO S T A 183+50 CHECKED BY: ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: k~: Jjw 1011063050 19 OF 34

NOW OR FORMERLY
~ CITY OF RALEIGH
PIN:1723414973 '-a UTILITY INSTALLATIONS AND OTHER PUBLIC
NOW OR FORMERLY ~ C1TY OF RALEIGH FACILIT'EES, INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO B£ CONSTRUOTED ON ALL STREETS
a ~ ~ PIEV:1723514518 PROP05ED 16 22.5 AS SPECIFIED BY CITY CODE. THESE FACILITIES HAVE
~ RJ HORIZONTRL BEND PROP051 PROPOSED 16" 45' PROPOSED 16" 22.5' SEEN APPROVED BY THE CIT'f OF RALEIGH RJ HORIZONTAL REND AND SHALL BE SO INSTALLED UNLESS A CHANGE
STA 186-80.41 PROPOSED ARV ASSEMBLY RJ HpRI, ~ SEE DETAIL 1509419R STA 192 RJ HORIZONTAL BEND EX SS MH 1S AUTHORIZED BY WRfTTEN APPROVAL PUBLIC
~ 150 LF BORED AND N: 731084,9473 ~ ~ E: 2124981.0444 STA 190+54 N: 7309 STA 192+06.4$ RIM~2Q3.00 STA 192+37.77 SANITARY SEWER EASEMENTS RRE TO BE RECORDED N: 730936.1411 INV IN=t9~.91 N: 730949.3042 PRIOR TD FINAL ACCEPTANCE.
r~ JACKED STEEL CASING ~ N: 730989.9705 E: 2124 ItdV f1UT 91'87 E: 2124453.551 E: 2124481.9353 ~~2~.0'~ ~ ~ _,~a SIGNATURE:
i SEE DETAIL 0232201 E: 2124828.867 3 .£a~'d0 , TRANSPORTA110N SERVICES:
t 534 LF SkLT FENCE Q PROPOSED RECEIVING _ - 191+ 19 ~ ~ ~ ~ ° ~ ) PUBLIC UTfLITIES
N ~ PIT r f> ~ PROPOSED 16 x4 RJ TEE - 00 I _
~ PROP05ED CLEARING STA 187+58.42 1gOk ss ss ~ ~ / \
LIMITS, TYP. N: 731087.7515 _ _ ~ . 18 Ex ss MH X89+00 FES=197.36 . ~ „v ~ ~ Z / / / ~ CONSERVATION ENGINEER:
~ 0 RIM=z©2.5a E: 2124903y4535 _ - `
© 212 LF SILT FEN 186.F00 q ~ INV IN=191.44 - ~ Z ~ y ouT;~91.~3 188'04 ~ III'I'•`~ ~ w~ 8"FhARI~'QOD
\ 8"HARDz ~ a~ \ ~ ~
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/ \ X55 ~ ~ ~ ...{r ~ Q . u.. Z -al RU cF ~P-0SED ~.6' ill . j ~ ~ i 8°HA W D ~ ~ ~ , \
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EXISTING 48 \ ~ INTERCEPTOR ROPOSED 16 GATE VAL PROI~OSED 16 22.5 ~ f ~ \ ~ ~ ~ ~ i ~ ~ PROPOSED 60' PERMANENT
~ ~ ~ ~ STA 187+ 3.02 ~ ~ ~ RJ I-HORIZONTAL BEND ~ I ~ \ I 1 ~ ~ ~ UTILITIY EASEMENT ~ ~ ~ A ~ \ V '~o ~
50 LF SHEETING ~ ~ 1 +65.02 e` ~ , . \ ~ , k i 'l ~ i
~ ~ ( w 1 - _ ~ _ ~N: 7 4 8.4044 PROPOSED BORE PIT PROPOSE 4 GATE VALVE l ~E ~ \ \ 1 \ Qo f
6.4581 • t /
/ ~ a ~ PROPOSED 60 PERMANENT ~ ~ I ,.,~-~o \ PROPOSED 50' PERMA'N NT ~i t ~ ~ ~ 1 ~ ~ ~ ~
/ ~ ~1 I UTILITIY EA5EMENT - I~ Y~ l UTILITIY EASEMENT j ~ ; ->~1 ~ ~ ~ 1 ~ ool ~
I i l I ti,~'
~ ~ ~ ~ ~ I~ ~ 1 ~ ~ I ~1 ~ ~I ~ \ _ ~
/ PROPOSED 0 PERMANENT SEE SHEf~T 28 ~ 1 1 1~ \U " A DWOb -
UTILI7IY A ~ a ~ / E EMENT ~ ~ FOR CONIINUA"~ION i i ~ ~ ~ ` 1 PR P~0 ~ `6" 45' 1 \ B ~ ~ ~ p
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. . . . . . . . . . . . . . . . . . INV. IN- 1.91.4. . . . . . . . . . . . . , . . . . . . . . . . . . . . . . .
INV OUT= 191.43 II . .
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_ _ ~ . . ~ ~ STA STA 192 06.48
~ ~ f°n . . . o + . PROF PROPOS 16" 22.5' .
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. \ . ROPOSED 16 ATE VALVE . . ~ rn . c~ STA 187+80:00 ~ ~ ~ ~ STA ° ~ ROPOSED 16~ 5' . . ~ ~ . .STA 192 37.77 . rn~ . .
. , ! POR 5ED BORE PIT . o Q . J HORIZONTAL BEND . ~ a ~ TA 194+34:15 . + ~ [I 185
~r 185 ~ ~
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rn r. wcnc;'?? w~ z.~ .
~ n » ROPOSED 16 x RJ TEE ~ ~ STA 187+58;42.
~ 180 r-°
PROPOSED 16 22.5 N r n ~ RJ HORkZONTA BEND ROP05ED 16 ATE VALVE 180
n . ~ 5TA 186+80.4 TA 187+53:02 i r~~
Y
F i ~ ELi=1532.65 w p
PROPOSED 'RE FINING .
.EL.=178.1 n PIT - 1 ~4 VhR. _ ~ 150' LF 30 TEFL CASING * . , . .
175 1 =44 FIQR. 175
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4 r r r r r r r r (~j N C1i N ~ a y (V r ~ N N N CV ~ ~
U d
N 184+40 185+04 186+04 187+00 188+00 189+44 190+00 191+00 1+00 192+00 193+00 194+00 195+00
~ PREPARED IN THE OFFICE CLIENT:
~ i °AiE` PROJECT:
O (K IC UTILITIES DEPARTMENT f, ~~'~QN~TAL
u~
R tQ RALEIGH NaRTH CARGLINA ~RncpL sc4o 6-INCH RALEIGH REUSE
O TITLE: REV. Na., ftEV1510~1: DAZE: l7RAYtN BY: CHECKED BY: ' (1'T f19 C~ DRAWN BY: 4 ~I~E~INL ~ SE~,AMENT
/ ~ ~ Ff~is document, together with fhe concepts and designs ptesen#ed h~e~, as an instrument of service, is ~t~ded only for the apacitic purpose 'LAN AND PROFILE ~,~E~~,~~~ DESIGNED BY~~.
ana cuuent Tor wmcn it was prepares. Keuse or ana improper nuance on tnis aocument wutnout written autnori anon and adaptation by P.O. BOX 33068 NORTH CAROLINA 27636 Klmley-Horn and Associates, Inc. shall be without IlobPtty to Klmley-Ham and Associates, Inc.
Copyright Kimley-Hom and Associates, Inc., 2008 PHC*E-- (919) Gn-20W FAX: (99) 677-2= STA + 183+50 TO STA 195+50 CHECKED BYR ATTACHED REFERENCE FILES; JOB NUMBER: SHEET NUMBER:
JJN! 011063050 20 OF 34 SEAL

~ iNV~- .a2 ~ ~
UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, INCLUDING ~DEWALKS RNO HANDICAP
- ? RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
\ ~ r ~ ~ ~ 1Y` ~ ~ ~ r ~ ~ ~ ~ AS SPECIFIED 9Y CiTY CODE. THESE FACILITIES HAVE ~ BEEN APPROVED BY THE CITY OF RALEIGH
r, AND 5HALL BE SO INSTALLED UNLESS A CHANGE ~ IS AUTHORIZED BY WRITTEN APPROVAL, PUBLIC
R~~~ / ~ F SILT FENCE ~ ~ ~ ~ ~ ~ ~ ~ 2~p G ~ ~ ~ 4 CHECK DAM TYP. P' ~ ~ ~ ~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED
1 ~ ` m ~F i ~ 87.3 R ~ ti PRIOR TO FINAL ACCEPTANCE.
~ PROPOSED 40 PERMANENT ~ / ~ 00 ~ - ` ~ r• . . \ SIGNATURE: ~ r
SlfON FILTER k ~ ` ~ ~ UTILITY EASEMENT ~ ~ \ ~ \ --psi- v ~ qtr
2 ` ~ ~ ~ TRANSPORTRTION SERVICES:
a / ~ 200 LF ~.T ~ r`' ti- ~ INLET PROTEC ~~5' ~ Op ~`a0 ~ ~ PUBLIC UTILITIES:
f --FENCE \ ~ 1 _ _ _ - z ~ _ ~ ~T ~ ~~i ~
kQp ~ i _ - PROPOSED 16 45 RJ ~ ` ~M~ ~ ~ ~ ~ Rp ~ coNSERVAT1oN ENGINEER:
` ~9$ ~ ~ ~ o - - E > u v/ - \ ~ ~is~ ~ HORIZONTAL BEND ~ NfOm'~0
~ ~ ~ / _ STA 200+84.43 Q ~ i / PROPOSED 40 PERMANENT. • ~ \ ~ ~
~ \ ~ 0 N: 731339.8533 ~ ~ 11 \ UTILITY EASEMENT E: 2123773.7817
~ i
$ I 1 NOW OR FORi~ERLY PROPOSED VARIABLE WIpTH
t} I i ~ CITY o~ RALEIGH UTILITY EASEMENT
-64 PiN:1723414973 'r ° T -191.6 ~ ~ ~ ~ LEI ~ ~p ` ~ \ ~ SNV=198.1 O ~ ~ ~
1 PROPOSED PROPOSED 1 fi" DI ~ ~ ~ ~ : ~ \ ? \ ~ oN=19z.ss ~ ~ ~ ~ ~
f 1 REUSE PIPE REUSE PIPELINE \ y R \ ~ ~ r \
PROP SE 16 45 RJ I ~ ~ ~ HOEjY`ZON AL BEND / l `4A
~ ! / ~ ti~ PROPOSED ~ ,STA 19 +47.80 / j ~ _ I.~EvIITS, TYF -PROPOSED CLEARING ~ ~
l ! J~ , N: 73 106.4882 / f ~ J' ~ . LIMITS, TYP. ~ ` ~ . ~ _ ~ -uc~- - ~
E: 224415.314 ~ ~ / / _ _
~ f ~ ~INV-196.7 . I~H_ ~ ~ I 1 ~ 'B- 6 ? ~ ~ o ~
~ PROPOSED AIV~~"' - ~ ~ ~ _ SIPHON r qSp ~ ~ ~ PROPO D 40 PER NT ~ ~ ~ ~ , _ _ ''SOP=zo4.o~>•I-- _ _ ~ ~ ~ ~I ROCK ~ ~ ~ ` ~ ~Q?
ouTLE aox I T ~iq _ - UTILITY EASEMENT o~ ~ - ~--iPd~-1~1=19,,71 T4P=2O4.4D "~9 { ~ ROC ~ ~ ~ ? ~ ~ ~ ~J ,r -1N0~'OtBT~192.~9- ~ INV 4UT=192.7 lNV=198.1 CCK _ -CPU ~ ? ~
14~ A WOO ~ ~`Y.`"'~--- ~ / ~ ~ e ~ ~ ~ 1Il~ ~ ~ ~
~I _ _ ~ f _ r ~ 'rl GRAVEI. PARKING ~ ~ { S`~ ~ \ ~ Q~
w (2)11 HARDWOOD A ~ a ~ sv' 1 kk ~
45 LF SILT FENCE i ~ -u ~
6'~HARDWOO ~ / ~ ~ ~ ~ ~ro / ~ / f ~ / , 2 7"HARDWOO a° ~ ~ { I / / ~ 1 ~ 1 ~ ~ ~ ~ - - - -ADZ i~'~""'-~,`~1 ~ Ij ~ _ \
~ GRAVEL PARKING r { I{~ ~ _ ~ 1
HARDWOO I l ~ ~ J" / / ~ ~ ~ _ ~ l it / ~,~,ti~~p~_2Q4. ~ - ~ ~~2
~ ~ / % ~ `181.._.
~ ~ f e~ GRAVEL PARKING RAVEL PA~tKiNG f. ? / ~ / _ _
C G~ UGE _ I ~ SSA' l / f /
fl ~ ~
~ T REMOVE TREE TYP. .f ~ ~ - - - / / - GRA PARKi ~ / / iz s ~ E ~ y M 11~5EALED ~ - ~ / u r ° - 1 !Z
.9 Z~ Mtf , ss / - cE 1 I S f [1 ~ l I ~ p =2o3.2a ! f I l r ~ ELE67RIC PAT'Ifil,~ OX
s ~ NV IN=192.23 ss~ I { / o ~ ~ ~ ~ J F i / I
IN OUT=192 ~ 2 ~
4 I{{{ , , GRAPHIC SCALE
o ~o ~ ,~o
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t"=~a'
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+ H
.
200 ~rw© 200
d~> x i-- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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. ~ 0.08 48"RCP . ~ ~ .
. . ~I . f . . . . . . . . . . ~_,.,_.w _ _....?r:- . . . . . . . . . . . . .
\ ~ 195 11 r 195
it t ~ r-
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. i
f 4` MIN, . . ~ COVER,.
~
~ y. ~ \ ~ ~ ~ r-
190
p . 1 EXISTING 30 RCP .
ENV=1$7.23 ~ .
. . 18f,
- - .MIN..
1 85 185
PROPOSED 16" [
REUSE PIPELINE
I- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ Q . ~ . . . . .
PRO O 1
~ HDRE~OEdTA BE=ND PR POSED 16 45 RJ~ o b HO IZONTAL BEND ~ N ~ STA 197+ .80 ~ . ~ ~ . .
180 ST 200+84.43 ~
i 180
~ QQ % , Z ~ . . .
x W t!D c
a .PROFILE. .
1 °=4' VER.
175 175
N
~ i` ~ Id5 O O DO Q ~ O r ~ N f~ d' CV N V N tp ~ N O O Q~ O
~ oa ~ o © o r~ o ~ ~ o o © o ~ rn ~ rn rn m ~ ~ rn a~ ~ rn rn rn rn rn A ON1 41 ~ 61 ~ m ~ ~
~ r r r r e^ r r r r r r r r^ Q
O N
196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 20fi+00 207`+00
c~ PREPAREn IN iliE OFF7CE OE: CLIENT: °A~~ _ PROJECT;
r
a IC UTILITIES DEPARTMENT ~~~'o~, , HQ~I~aNr~L
0 1 = 1G-INCH RALEIGH REUSE
a ~ ~ RALEIGH, NORTH CAROLINA ~ VER11CAl5~AL~
a TITLE: L ~ _ 4 PIPELINE ~ SEGMENT 2 U I ~ DRAWN ~JGB
D REV. No.: RENSIQx: DATE: DRAWN 9Y: CHECKED 6Y: , ~ ihta document, toge#her with the coneapta and deafgna presented h~eln, as an k~atrument of aeruica, to Int~ded only for the ~ecifte purpose LAN AND PROFILE ~,~.ti~~~~ n DESIGNE~ aY:
arts amt Tor wnicn tic was prepares Keuse or ana improper rmiance an mis oooumen wimaut wrtrten aucnorrza[ton ana aaaptatian ay P.O. BOX 33068 - RALEK3K NORTH CAROLM 27636-3068 Himley-Horn and Associates, Inc. shall be without liability to Klmley-Han and Associates. Inc.
Copyright Klmle Ham and Associates. Inc 2008 PHONE= (919) 677 2WO FAX: (90) 67 7-2= sorA + 195+5 TO ST O Q 207+00 t` 1 CHECKED JAN BY: ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: f"~ SEAL ijw 011063050 21 of :34

T
tl UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, INCLUDING SIDEWALKS AND HANDICAP
f
o / N b F' M Y / / OW R QR ERL / NOW OR FORMERLY CITY OF RALEIGH NO1N OR FORMERLY RAMPS ARE TO BE CONSTRUCTED CN ALL STREETS AS SPECIFIED BY CITY CODE. THESE FACILITIES HAVE CITY OF RALEIGH BEEN APPROVED BY TliE CITY OF RALEIGH
CITY OF RALEIGH PIN:1723114635 m PIN:172332585fl AND SHAH BE SO INSTALLED UNLESS A CHANGE ES AUTHORI;ryED BY WRITTEN APPROVAL PUBLIC
I~ / PIN;1723414973 / SANITARY SEWER EASEMENTS ARE TO BE RECORDED
/ ~ ~ / ~ PRIOR TO FINAL ACCEPTANCE.
N / SIGNATURE:
j / TRANSPORTATION 5ER ES:
~ /E TOP OF SEWER PIPE _ °o P~H / ~iF ENV=207, ~ AL, F NC NV 207.70 PUBLIC UTIL3TlES:
a TOP=201'.14 G ~ ~ ) - - INV=190.79 G9~ / ~ / ~ - ~ ~ i
.D ,_,.J-. ° .rte s .i ~ ~ I l - J'" ~-T / \ 1 `T - , ~ ~ ~ ~ _ ~ ~ _ CONSERVATION ENGINEER:
E ~ _ - 7, ~'~r-- r SI~V YBRd~K 1~4AtY { 1 ~ ~
i _ - - ! I VAR) ~ ~ ~ \
~ c~ ~ f N i 1 1 ~ ~ \ ~ ~
O ~ ~ ~ i C ~ 1 1 ~ ~ ~ 214+b0 ~ ~ f N, I ~ ~ 1 1 1 ~ 213+ 0 \ ~
~ ~ ~ p I ~ ~ °o , 212 DO ! \ r ~ _ _ _ - - - \ ~ ~ ~ ~ ~ ~ i Hnt 212. ~y1.~-00 ~ 1 1 ~ . 1 ~ r-\- _ _r I ~t ~ -rte - \ WV ~~38.62 ~ ~ ~ /
\ ~ ` c~ ~ f 2114p1'00 TON~205. T.,_ - 1T - , _T ~ ~ --W~ . W-~ ~ ~ p WV=201.03 ~ ~ +00 ~ ~ 1 WV= 09.55 - ~ ~ ~ ~ w--k ` ~ - -r~ ~ \ TON-35.13 Q , ~ ~ ~ ~ ~ / /
~ of. _ 0 0 / 1 209 / _ ~ ~ s~- - ~ ~ Z _ TON-1 ss,s5 2.D$+0 ~ 1 1 ~ TON- 02.75 > _g~
_ - _ ~ ~ - w. ~ - ~ 700 ~ 1 ~ ~
R 4 (A j~ ~ . ~ ~ ` ~ ~ ~ ~ -tip 1ti ~ o ~ ~ -201-~ 3 ~ r 1 ~ ~ i - ~ ~ ~
J or Ira - ~ / ~ - - ~ f i 1 p ~ ND~~ED o _ ~ " ~ / ~ f / °1 / ~ PRO OSED 6 DI ~ \ ~ Q P 1
4'n N I ` ( Q ~ ~ : ~ REUSE PIPELINE
~ ~ T7~CTP"iS~t[.r9 VC/~ ~uHAR~Wbbd r bVG ~ !Y / ~ ~ ~ ,4.
UI + i ~ ~ 5735 SF RIP RAP
~ ~ ~ ~ MH ICV °Hu 474 O .-~'"-~~i/ TOP=202.25 ~ L
..t ~ NV IN(TOP OF PIPE}=197,$ "
` INV OUT(TOP OF PlPE)-1s7,h2 PROPOSED 16 GATE VALVE N ~ ~ ` ~ ` \
~ 4 5TA 210+3o.Da ' PROPOSED VARIABLE WIDTH w 1 ~ \ r ~ V.
. ~ 1 UTILITY EASEMENT
~ ~ ~ ~ A / P VEMENT REPLACEMENT ~ ~ ~
~c~ ~ / SEE DETAIL 0251304 ~ ~ aKQ ` - ms`s
r - v Q
~E i s t f ~ i i
_ ~ ~ NOiN OR FORMERLY
~ CITY DF RALEIGH NOW OR FORMERLY ~ CITY OF RALEIGH
1 / PPN:1723414973 1 ~ PIN:1723424803 NQW Oft FORMERLY ~V~
OITY OF RALEIGH PIN:1723320892
~ 1
yusNertc
GRAPHIC SCALE
~a a ~ ~ ao ~sQ
1 inch = 40 f1+,
1»~~n~
. . . . . . PROPOSED 16" GATE .VALVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STA 210+30.0
210 210 230 230 250 250
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .5735 SF RIP RAP : . . . . . . . . . . . .rte .
. . . . . . EXIS7ING.GRAD ALONG . . . . . . w! r . . . . . . . . . . . . . . . . . . . . . . .
PROPOSED REU E PIPELINE . ~
. .EXISTING GRADE ALONG , . .
PROPOSE REUSE PIPELI E 4 MIN. . COVER, . i . .
205 12 205 225 (TYP.) 225 245 ~ 245
. .EXISTIPIG GRADE ALONG
. . . . . . j, . . , . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . PROPOSE REUSE PIPELI E
s .
EXISTING ~6" -W RLINE
200 INV=204.06 200 220 220 240 240
/ EXISTING 6" W RLINE _ INV=195.02.
. . . . . . . . . . . PROPOSED 1fi" DI 6" DI
. PROPOSED 16" DI REUSE PIPELIN . IN
. . . . . . . . . . . . REUSE PIPELIN . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . .
. EXISTING ~6" ~WA ERLINE .
195 195 215 215 235 1NV=233.30 235
18" . MIN.
. PROPOSED 1.6" DI .
REUSE. PIPELIN . 18" .
. . , . .M3N. .
a Cy
N 190 180
N 210 230 230
3 Q
.X a
H- Q
~ VER,
. i = 40' NOR. .
Q 185 185 205 a 205 225 225
~ O ~ ~ N N F"'~ d- ~ r ~ O N r
~ ~ O O O O O O O r N N N ~ o ~ ~t co ai o ~t ~ ad ai
p ~ N N N N N N N N N N N N N N N N N N N N N N (~~t N
U W
207+00 208+DO 209+00 210+00 211+DO 212+00 213+DO 214+00 ~14+00 215-00 21 s+oo 2~ ~~-oa 21 s~-oo
r PR~AREp IN TI1E OFFlt.E OF: CLIENT:
i a DAiE: _ PROJECT:
a o! ~ .IC UTILITIES DEPARTMENT H RZ(1NTAL S08:
P - ~~Q~E ~ ~9 = 4a' 6-INCH RALEIGH REUSE
O M - RALEIGH, NGRTH CAROLINA ~ sGA~;
O ~ (~(}n~ ~ DRAWN BY: PIPELINE # SEGMENT 2
o REV, No.: RENSION: DATE: DRAWN EY: CHECKED BY: f ' ~ Thle docum~t, tageth~ with the concepts and dealgna presented herein, ce on ]nstnrm~t of aervlce, is Intended anky for the epeciflc purpaae PLAN .AND PROFILE UA,~VV~UUrUU~~C~~~ DESIGNED BY~~.
ana chant Tor wnKn it was preparea. Kause oT ana improper rel{once on tnls oocument wltnout written autnonZation ana coaptotion by P.O. BOX 33CIM - RALEJOH, NORTH CAFK)LM 27636-3M Kimsey-Horn and Associates. Inc. shall be without liability to Klmley-Horn and Associotes, Inc. t 11
CaPYH9ht KlmieY-Hom and Assoclatee, Inc., 2008 / l99f 677-20W FAX: (90) 677-2= STA T 207 1 O TO e © 21 Q 1 O S~ y CHECKED JAN BY: ATTACHED REFERENCE FILES: JOB NUMBER; SWEET NUMBER: T v ll OT AU ij 011063050 22 OF 34

I

~ I ~ ~ D OD ~ / x,01 8nw Eao~sDaN RDRLY
o „ ~ i / , ~ LGLENN JACK DN,S R. UTILITY INSTALLATIONS AND OTHER PUBI.IG / \ i\ FACILITIES, INCLUDING SIDEWALKS AND HANDICAP
a ~ T ~ D 1 / ` ,P3N:17233460 4 ASMSPECl~IED BY GTY CODE.C~TWESE FACILI ESEHAVE
o NOW OR FORMERLY ~ ok { ~ cITY of RALEIGH t~ o I I ~ 1 ~ BEEN APPROVED BY THE GITY OF RALEIgi
PIN:172332Q892 ~ I !i / • ~ t a as ~ ~ / ~ AND SHALL BE SO fN5TALLED UNLESS A GRANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUHLEC
E I ° a ~ t / 840 SUNNYBROOK RO SANITARY SEWER EASEMENTS ARE TO BE RECORDED
~ PROPOSED REUSE ~ I 1 ~ N k / NOW OR FORMERLY ~ PRIOR TO FINAL ACCEPTANCE. LOUISE BRANpON Yy ~P:
N ~ ll PIPELINE (BY OTHERS] ~ ! / PIN:1723337859 ~G~~~ , SIGNATURE:
~ ~s I 1 I / 1 / , j ~ ~ TRANSPORTATION SERY~ S:
~ I 1 0 0 ~ i t k / 1 o Q I ~ \ ~i / / ~ / 4,L ~[1 PUBUC uTiullES;
N I ~ END CONTRACT 2 / ~ ~ 804 SUNNYBRQaK RE} ~NYeRaaK RE} sroR~, ~I~ ~ cps vaGVei/~ / / / ~f ~C
~i dW OR FORMERLY ~ 8~`L~ FENCE FORMERLY TOP=274.73 ~ m~ r q j / ~ /y~t~~ / ~~I~
PROPOSED DGR "aA SILAS & ROSETTA C7dB8 ~ ~ I PIN;172333880Q ROSETTA C70BBIN rNV=2~1 ~r ~ ~f/ 1`~/ / ~ C" 3338800 ! MH ~ ~ ~ y~/ 2 ~ ~ ~ CONSERVATION ENGINEER:
E ~ _ 810 SUNNYBRddiC RD TOP=275.19 t / /~(i / ! ~
> ~ ~ ~ N(3W OR FORMERLY ~ r ~ ~ N ~ 1 ~ y CITY OF RALEIGH 1 «av rte{r~)~zs7 34 ~ ~ / / ~ ~ / / / 'Y
x PIN.1723338723 ~ ~ t rwv rrr(s)=zs7.2s ~ / -0~e ~ ~ ~ / / / f~'~t~ a rJV QUT=267.24CpS VAL ~ a' / / / / ~ ~
~ ~ e F /J / S5 ~ ! / Q
4~ <v ~ ~ ~ X ~ ~ ~ , UTILIZE RESTRAINT JOINT PIPING 814 SUNNYBRdOK RD
~ ~ ` ~ ~ ~ ~ FOR ALL BRANCH PIPING NaW aR FORMERLY r /G /,,,,~,~3 ~ ~ / ` ~2°~y g 1 J~V=273.40 (n~0
~ ~ ~ ~ ~ CfTY OF RALEIGH ~ 7QP=274.58 !r ~ //~i / ~ ~~~n ,i~ / ~ / ~
SCI i ~ ~ ti. P1N:1723338584 ~ ~ ~ ~ kk ~ ~ I~--26~ 74 / % %J~~.~% ~ 1 / ~ / / rev=2 . is ~
~ \ ~ ---wp p ~ t P -o - - 75 LF ORED AND ~ ~ ~p / / ~ / ~ ~ /
~ ~ I c.~ JACKED STEEL CASING
v Q"' ~ ~ ~ ~ ~ ~ ~ / / SEE DETAIL 0232201 SEE SHT ~ ~ ~ E { ~J ~ ~ r ~ ~ k f ~ ~ / ~ /5 4 ~ ~ / / rrrv=272.22 ~
G ~ ~ ~ I n k 30 FOR PLAN AND PROFILE] ~ ~ `~~'/~~/,ap' ~ / r
2~ ~ ~ ~ ~ • : ~ PROPOSED 16 GATE VALVE oq yr / ~ h
~ ~ 'G ~ ~ s~s ~ Z/ / i / ` fig/ / INV=271.91 ` ~ 0
~ ~\~r ~ I° k ~ ~ ~ / SiGN~n p t MH r~.~ ~ ~ ~ ~ - r P
~ j m I - rOP-273.19 t~ l ~C m r. lPiV-254.48 IMV OUt=2689 ~ s / - t~ ~ ~ ~ ~ ~~/i/~ ~ rrrY-271.as \
/ ~ ~ ~ ~ A ~ s ~ .r- ,~~''~p] ~ \ l !NV 2520 \ ~ \tv ~ r- - ~ , ~ 5~ t2 l
o~ ~ mil/ 9 ~~%~~~~7~' 713 SUPiNYBREIDK RD
r B- ~ ~ ~ ~ ~ ~ c - r r' ° _ ~ . ~ ~ ROBS ware ~ ' ~ ~ ~ _ _ ~ ~ ~ NaW OR FORMERLY ~i~~/ ~ / / ~ ~ ~ PAUL & PATRICIA /
R",~~'~/~9~ / i~,~~ ~ r/.~ ~ 1 NORMAN ~
----~DP,QS D 16 GATE VALVE ~25s.fis ~ _ ~ ~ _ - r ~ ~ 4d
STA 219.9 - { ~ - - ~ - - - f ' ~ rG~" / Q~ r r~/~-/'! r/~~,~ / , PIN:1723348152/ / r
" " ~ ~ - r ~ ~ 1-- i / WV 273.09 / ~ PROPOSED 16 x16 R ~(E~E, - / qq ~ r ~ 801 SUNNYBRODK RD
STA 220f05.26 ~~-z Q ~ ~ i f / r~~_. ~ ~ ~ Naw aR FORMERLY ~ pg ALTON RRY & ~o'-- r r ~ ~ iNV---2738 SUNNYBROOK RD VICTORIA LEE GREEN
r > ~ , rNV~270,g3 NOw OR FORMERLY PIN.1723349Q15 f
PROPOSED RECEIVING PIT ~ ~ ~ ~ gti ~ / ~ / _1 i ~ ~ ~ ~ ~ ~ ~ ° -r _ ~ O©,~°~ ~ 224+0(~ 225+ ~ f ~ JAMES RAYMONa LANE ! ~
PROPOSED 16 GATE VALVE ~ ~ _ ~ ~ _ ~ T _ ~ ~ PiN:1723339938 1 ~
o ~ w- - ~ / STA 220 20.00 ` ~ ~ _ / _ ~ ~
325 LF SILT FENCE ~ - 1 / ~
~ - rr~v--va.6a - ~ tv
/ - - - ~ 1 < INLET PROTECTION ~ ~ C PROTECTIQN, TYP. ~
~ oR b~ euRlEn ~ lr~v 26&.Ja v •,o I
~ ~ I CONC,tVAULT ~ ~ 'GE ~ .,,1 k
c~ CHECK DAM, TYP. C ~ PROPOSED 16" 22.; ~sl=© 16" 22.s RJ GRAPHIC SCALE
PROPOSED 16" Dl ~ HORIZONTAL BEND ?NTAIT BENR
NaW aR FORMERL ~ REUSE PIPELINE ° ~ STA 225+17.63 Y 901 SUNNYBROdEC RD. A Z5+17.63 3401 MIIT[TLE BRANaN Ra 40 a 2a ao eo tso
LIZ MANAGEMENT INC C NOW OR FORMERLY ~ C N: 733719.4456 PIN:t723431198 L1Z MANAGEMENT [NC k ~ f: 2123994.7629 3719.4456 NON! OR FORMERLY
PIN:1723430581 ,3994.7629 CITY OF RALEIGH PIN;1723431838
k p~ l.kS]t~. ( I~1 F'E~T j
1 ~ 1 inch = 40 1t.
n w
. .
0 . ~
. ~ z~ Z~
z ~o > .~o ? EXISTING 5" RCP ~ ~ .
. Q . . . . . . . . . . . . . . ~ . . . .SIDEWALK . . . ~ . ~ o~ ,
260 260 275 o ° o ° 275
i ~ . . . . . . . . . . . . . . . . i! . . . . . . . . . . . . . . . . . . . . . . . . ~ . , . . . . . . c~ cs-~ XISTING 15" RC _ _ _ ~ ~ ~ EXISTI G 15"' RGP . J_ . II II` .
~ ~ ~
~ ~ _ f 1 ~ r ~ ~
. ~ ~ ~ ~ EXiSTIN 24 RCP
fXi ING GRADE AL NG / . . . . ~ . . . . . . . . . . . . .INV=~26 .03 . . . . . - ~ i . . . . . . . . . . .
PRO OSED REUSIT P FELINE 255 255 270 EXISTING 6 -EXISTING 6N WA RLINI~ CQVER, 27a
~ EXISTING 6" WATERLINE EX{STIN GRADE ALONG r INV=265.6 INV=265.69
. ~ INV=25189. PROPO ED REUSE PIPE INE . . .
. . . . . . . i. . . . . . . . . . . . . . . . . . . . . . . . PROPOSED . .f HORIZONTA PR0P4SE© 16" 22.5' RJ HQRIZQNTAL ~ BE I~ .
~ ~ / _ . 5TA 225.1 5TA 225+17.63
/ e~ '
. . . . . . .N . . . , . . . . . . . . . . . . . . . . . . . . . . . . . 11 . . . . . 98 . .
250 250 265 r 18" ~ 265
~ / EXISTIN 6" WATERLINE MIN _ ~ o© .
i INV-261 50' ~ t ze z o RQPasE© 16" [ . ©N . EU'SE 'PIPELINE . ~ ~ .
1)
EXISTING 18 RCP i ~ c .INV=245. 3 . . . . a .aO. ~N .
9 ~ r- ~ + ZN .
245 18 245 BO I . ~ o a c N 26a
MIN. ~ ~i © < ~ zH ©Q
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ o PR POSED 16 GA VALVE . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . Z f'- . ~
. . ST 22020.00 ~
zN . P PQSED 16"x16 RJ TEE . ~.Q .
~ r-
N . ST 22005.26 - m.vi . ~ 240 240 255
P PQSED 96 GA VALVE 255
p . ST 219+90.00 .
i .Y C
F
p w+
~ . . .
1 "~4{?' FIflR. a 235 235 250 25a
a v
v r ~ ~ ~ o ~ v, o o r r r o ~ c[~ ~ d~ ~ O N © r~
~ ai ~ ~ r o ~ M u~ ~ of ~ ri ~i
~ ~ N N N N u7 cp N (fl tD ct~ tp r r r a N N N N N N N N N N N y N N N N N N N N N
v
219+00 220-FOD 221 x-00 222+00 223-E"DU 224-F00 225-DO v 226+ao 227+oa 22s+aa 229+aa 23o+ao
PREPARED kN THE OFFlCE DF: CLIENT: .v ~Q SIATE: _ PROJECT;
IG UTILITIES DEPARTMENT ~1~ H RIZONTAL 5Ca8E: ,o~~ ~ 1" = 4a' ~ ~-INCH RALEIGH REUSE
Q
0 ~ ~ RALEIGH, NGRTH GARQLINA Q VERCALSCALE
0 oao~ ~ ORANN gY: PIPELINE -SEGMENT 2
REV. No,: REINS~ON, DAiE: DRAWN 9Y: CHECiCEO 8Y: O ~ ~ This docx~men#, together with the concepts and designs presented herein, as on inatrumen# of servlee, is k~tend~ only for the specific purpose P~~N AND 1 R~I~'~~ oESi~aEO~~:
and client for which It was prepared Reuse of and Improper reliance on this document without written authorization and adaptation by 12.0 BOX &%M RALJ-=MH, NORTH CAHaLM 27636-3M Kimle Horn and Associates, Inc. shall be without liability to Kimle Hom and Associates, Inc. 011063 5 AL: KFC 23 of 34
Copyright Klmley-Horn and Associates, Inc., 2008 y PHONE'- (M) 677-2= FAX (M) 677-2M STA 218+5 218+50 TO s T A 230+00 CHECKED BY: ATTACHED REFERENCE FfLES J BOO SHEET NUMBER:

700 SUNNYBR04K RD ~n\
704 SUNNYBROOK RD NOW OR FORMERLY 644 SUNNYBROOK RD 630 SUNNYBROOK RD 620 SUNNY ~ 708 SUNNYBROOK RD NDW OR FORMERLY ROY LEE BOYKIN NOW OR FORMERLY 640 SUNNYBROOK R NOW OR FORMERLY NOW OR FC 620 SUNNYBROOK RD ~ / ~ ~~~~~Y-,~ ~ ~ N©W OR ~"ORMERLY k f ~ ~ ~ / ~ / ~ X~_ X ~ \ 1
NOW OR FORMERLY BRENDA E MCCULLI~RS, PIN;1723344298 ~ R08ERT &MARGIE FORREST WILLIE MACK BRANTLEY ROBERT & ROBERT & PATRIOIA RIVERS ~ / EC~i STORAGE ~A1'~~-''"~`"~ X ~ U11L[TY INSTALLATIONS AND OTHER PUBLIC
ROBERT & JOCELYN HARRIS IVORY CHAVIS TRUSTEE ~ PIN: t 2 NOW OR FORMERLY PIN:1723343659 FIN:172334. ~ 1 P(N:172334524Q ~ 7 3344430 RQBER"I' &MARGIE FORREST p PIN:1723345193 ~ PROPOSED RECEIVING PIT PIN:1723343857 ~ / ~ / ~ \ FACIL[T1ES, INCLUDING SIDEWALKS AND HANDkCAP 1 ~ r ~ ~ ~6Y OTHER \ RAMPS ARE r© BE coNSTRUerE© oN ALL sTR~ETS
PIN;1723344512 PROPOSED 96" 45' n
PROPOSED 16 45' RJ ~ RJ HORIZONTAL BEND ~ 4 ~ ` ~ (Q ~ ( k \ ~ \ ( AS SPECIFIED BY CITY CODE. THESE FACILITEES HAVE ` , ~ ~ ~ A~~f \ SEEN APPROVED BY THE CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A CHANGE
~ ~ STA 235+05.89 ~ H+ORIZONTAL BEND , ~ f ` k ! J ...r` ] iS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC f SAN[TARY SEWER EASEMENTS ARE TO BE RECORDED
~ / . ~ 5TA 235+09.06 n (y N: 73440.7229 ~ PROP05ED 1 V DI " ~I >(~J~ WA~TE~RLINE\ \ ' ~ PRIOR TO FINAL ACCEPTANCE.
E: 2123548 N. 7 4542.6481 REUSE PIPELINE r~~~a.80 i ~ I E: 2 23546.2887 i Y QTHER~~ ~ ~ / SIGNATURE:
t sra~~f lwl~ DES ~ c~ rr~v=2x2.43 fr~v= 4.05 ~o ~ 6-~ „ 0 7~ 00
o ~ raP-~29a, f9 ~ ~ ~ APPLE TREE f o ~ ~ ftdv IfV~287.04 iNV=287.24 fNV=295. f 8 a X297.94 N ~ - b~ ~ `~O ~ ~ i 6" DI RJ REUSE PIPELI ~ \ \ _ ~ ~ ~ ~ TRANSPORTATION sERwcES:
fNV aUT 285.6 f$" RCP ~ ~ ~ a 4 G,~"_~ e ` flV~~2~$.6~ o MN / ~ 0 BY 0TH RS . ` \ ~ ~ \ \ ~ \ ~ ` _ ` ~ ' ~ _ - - ~ PUBLIC UTII.ITlE .
TOP=285.70 n - ~ ~ ~o = ~ a 1f4V ! - a PP AF`~7 F ~ / ~ RC . _ CONNE~f TO EXi~ \ 3 ~ \ ~ \ ~k ° _ ~
~ NU aUr= 8.49 ° ~ '!'.,-s''` G i G- ~ - 1 f RC - ~ d _ ~=~0~'>. . 2'~8~ 2~$,~,QO " ~EUSL PIPEL \ ~ ~ ` \ \ ~ ~ ~ _ ' ~ ' CONSERVATION ENGINEER:
_T~ ~
z° ~ ° r ~ \ ~ f ~ ~ ~'"5,c °G~, 1. n INV-~r.s~ 239+ ~ ,~r ~ \ ~ ~ ~ ~ ~ \ ~ - - II
_ / ~C 7g ArF 1 TOP-278.64 - ''C ~ ~ \ ~ 3 \ \ \ aL ~ t~ ~G-~ 0 \
fhPV IN-273.44 / s 'C ~ s ~c `L e~~~ \ \ ~ 'I'~ \ ~ ~ ~ \ ~ 3~ ~ ~ q ~ ~ ~ -t !NV OUrW271.4~s x° . ~ m 4p 2334-00 _ / fir- = = ~ -r==r~ ~ _ _ ~ _ ~r_. - - ~ _ ~ ~ -s `\~ss -w / r~-.~• s~ = ~ lN~2`~ ~ ~ ~ \ 8`"-DI ~ERN~IE`" ~,~e
_ ~'~.-;rte \ l ~ t - - ~ ~ ' _ C3~ ~ ~P ~ ~ ti ~3pgJ ~ \ ~ rfRRq CQ77q ~ S ~T~ ~ ~ ' d o F'`:~c PROPOSED
rf! ~i~~ G/ i , ~ ~ _ w -y ~ ~ ~;ir NV aUr=292.38 ~ ` ~ v / / \ ? - ~ e [NV=286.30 P
~ 1 ~ ? - ~ f z>~ 60 LI= BOR D A D ~ "d" ° ~ . 5 / ~ =277.67 ? / ~ / l ~r E N 5 ~ _ - ~ ' ° \ - ° ~ , .,L ~ _ > TE~(PORARY BLOWOFF
~ - r.-~ ~ g Sl'aRM MH ftVV 292.68 z° TOP=30f.80 / ~ rar~~272.s6 ~ ~ ~ - ~ 2 BusHES JACKED STEEL CA51NG ~ rrfv W=295.48 n 1r ~ raP-28240 ° ~2s2.z6 - STA 241+56.61
~ ~ r f~ aUT-295.27 D ~ _ ~ _ ? ~ 7NV=2aa,2s cc !!vv 2s2.7s ~ SEE DETAIL 0232201 /
f/ ~ ~ ~ ~ RC~ ~ lf~v IN~284.9a ' L F ~j`~ / ~ / / / f ~z _ j °300. ~ ~ ~ ~ ~ r ~ ~ • \ ~p~ ~~C ~ ~ iNV~39c~v:8:L~ ~ ` ' a \ N ~ ~ ° ~ ~ ~ ~ INV=304.2&
2, ~ ? fniv-276.04 PR OSED 16 45 RJ G ~ ~ CHECK DAM, TYP.
2 ? ~ HO ZONTAL BEND PROPOSED 16" GATE VALVE x _ _ r _ r`~'=-.. ~ INV= so~.2s ~ STA 240+08.90 ~ ~ \ ~ - ~ ~ ~ Q = .~T_~ Y
5T 234+40.10 ' INY=275.84 D 1 N: 734551.6179
~ 1 274.42 E: 2123693.7336 PROPOSED 16" GATE VALVE ~3 ~ ~ \ ~ o
4 f to i€~v=274.24 INLET PROTECTION ~ sn N
~ W ~TYP. ~ PROPOSED 16" 45' RJ O C PROPOSED 16 x16 RJ ~ \
~ k ~ HORIZONTAL BEND STA 240+13.90 ~ ~
~ O ~ STA 234+36.86 ts? O f 1 PR SED 8" TAPPING LEEVE
t~~ N: 734549.7370
t E: 2123616.3754 ~ l AN VAL ~ ~
7Oa SUNNYBROOK RD ~ PR POSED 1 GATE V~ VE ~
NoW oR FORMERLY PROPOSED BORE PIT ~ HENRY cADSDEN ~ 5T 240+29 2 ~
~ PIN:1723347286
709 SUNNYBROOK RD / °
NOW OR FORMERLY 659 53JNNYBROOK RD l ~ 641 SUNNYBROOK R
CEDRIC & PATIENCE BELL 663 SUNNYBROOK RD NOW OR FORMERLY NOW OR FORMERLY
P1N:1 7 233481 29 ~ NOW OR FORMERLY OLLIE REX HOLLAND TERRAINE SAUNDERS 645 SUNNYBROOK RD PIN:1723357129
R GAMBILL & ASSOCIATES PIN:1723347771 PfN:1723348437 NOW OR FORMERLY
/ NOW OR FORMERLY i N~1~7~3356~fi0RICfC GRAPHIC SCALE
HOPOO CONSTRUCTION INC. 6 653 SUNNYBROOK RD 649 SUNNYBROOK RD ~ o zo ~ ~ t~
PIN:1723348353 ~ N NOW OR 1-ORMERLY NOW pR FORMERLY
B P BERNICE BRIDGES NORTON ~ BRIAN REYNAL YEARGIN PIN:172334792t f PIN:1723347937 ~
j
~ 1"r~~
Eil ~ 1 arch = 40 it,
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ ~ . . . . . Q ~ UQ•
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W . . . . . . . . . . . . . . . 0 . . . . . . O.~ . , " , . . . . > o Q N _ EXISTING 15 CP . . . . . . . . . . . . . ~ . . . . ~I~ . . . . . . . . . . . . ~ . . o. . . . . . . . . . . . . .
o m + o°~ . } ~
. . . . . . . . . . . . . ~ . . . . o > . . . . . . . . . . . . . . . . . ~ , . . . . . . - . . . . ~ ~ XISTING GROUN ALONG . ~ .
290 ~ 90 300 z Q N ~ n ~ 300 310 70 310 ~ ~ ROPOSED REU E PIPELINE 310
Q ~ T fe . ~ SAO ~ ~ ~ / a„ o ~k
XISTII~G GROEIN ALONG ~ ~ ~ N u~• ~ . II 1 -EXISTING .6" . ~ ~ cn o l ~I..
ROPOSED REDS PIPELINE a . . . Q .WATERLIN,E . ~I ~ .
. . . . . . . . . . . . ~ ~ ~ _ _ ` INV=297.50 Q " . r.~
1-~ z ~ . ~ ~ ~ ~ RECEIVI G PIT . MIN. ~
285 ~ 285 295 m ~.`'>:~2~:. 305 305 ~ ~ ~ .EXI TING ~15"~ RCP ~ _ ~ ~ - - - ~
~ n 305
~ EXISTIN i 2 SS . . j., n. . . XISTING i 5" R P f
~ ~ ~ EXISTING 16 1 ~ INV=29 .29 ~ i ~ WATERLINE ~ .
> i . Q. . ~ . INV=288.,23 1 _ ~ , ~ 4' MIN.
~ ~ EXISTIN C1 ? ~ n ~ - - ~ ~ ~ COVER,.
{-rYP.). . EXIsT~I~G.15 ReP .
280 ~ ~ ~ 290 294 300 ~a 300 Sao
Q . . ~ PROPOSED PROPOSED i6 I
~ EXISTING ~ ~ .BORE' PTT I RE~1SE PIPELINE . " ~ i ~
E~ ~ 95 RCP ~ ,j ~ n - o ~ 1
. ~ ~ 4 MIN. N
II _ - - COVER, .PROP SEQ . „ . ~ PROPOSED 16 GATE VALVE . o .
275 ~ ~ TYP. ~ ~ RECI*l NG PIT 275 285 i 285 35 STA 240+29.12 295
(f ~ n EXISTI G 6 PROP SED 16 45 . .PJ'H IZONTAL~BEND
WATE LINE PROPOSED i6 DI PROPOSED 16"x 6" RJ TEE ~ } . ~ PROP ED 16" DI STA 740+13:90 ~ ~ ~ .
. . EL.=285.09 . .INV=2 9.13 ~ ~ REUSE PIP LINE • .STA 2 5+09.06. . REUSE PIPELINE . PROPOSED 16" GATE VALVE ~ ? ¢ .
~ . . -PROP SED 96 45. . . . . . . . . . . . . . . . . . STA 240-h0$.9 . . . w ~ . . .
~ { RJ H IZONTAL BEND ~ .
N 18 - ~ 'STA 2 5+05:89. . 270
270 280 280 29O l0 790 29a
~ PROPOSED 16n 45' " EL. 288.12 . . 60 LF 30 ~ i ~ RJ HORIZONTA BEND .
STEEL CASING d . STA 234+36.$
o PROPOSED 16" 45' .PROFILE
. .
. RJ HDRIZONTA BEND 1"=4' VER. . 234+40.1 9"=40' Ht}R.
n 265 265 2 275 285 a 2s~ 2s5
v
N 'C1' ~ f~ O O ~ © ~ N Q a ~ fl ~ ~ ~ I~ ~
~ ~ C~ ~ ~ tD 01 OS r tf? ~ AC3 Ol O r- f~ ~ f` a0 Aft a0 ~ ~ C3~ ~ O O 0 0 0 0 0 0 o a o
~ N N N N N N N N N N N N N t7 E"') d ~ r~ ~ r~ ~ ~ ~a ~ ~
N 230+00 231 +00 232+00 233+00 234+00 235+00 236+00 237+00 37+DO 238+00 239+DO 240+DO 241+00
a'
PREPAREp IN THE 4FF1CE OF; CLIENT: E R © t! ©ATE: PROJECT;
v 0= ~ ~IC UTILITIES LJEPAllT1111ENT 11-i1-08 O(~ HORIZONTAL SCALE:
0 ~ i Q~ ~ ~ VERTICAL SCALE:
~ e ` RALEIGH NaRTH CARQLINA 1„ ~ 4p' ~ -INCH RALEIGH REUSE
° TITLE: REV. Ida.: RENSlth~1: t1ArE: EIRAWN BY: CHECKED BY: 1 ~ QRA14N BY: ~ PIPELINE - SEGII~ENT 2
This document, together with the concepts and designs presented here6r; as an instrum~t of service, is intended only i~ the specific purpose PLAN AND PROFILE 11~~.~4,a~~. DES~CNE6 eB
ona vent tar which it was preparea. Keuse of and improper reliance On this document without written authorization and adaptation by P.O. BOX 33M - NOW H G?~ 276W-' Kimley~-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. JAR ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
Copyright Klmley-Ham and Associates, Inc., 2008 PI-MS [phone] FAX [phone]M STA + q ` CHECKED '30+00 TO STA 241+66.61 SEAL: ~ 101106,3050 24 OF 34

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N I i f ( I I ~ 60 LF SHEETI G o I ~ iNV IN(15"PVC)=193.73 404 LF SILT FENCE INV IN(12"PVCj~t93.82 ~
f f I ! Z I ( ( INV our=ts3.65 ~ ~ ~ h4~~
( ~1 I 1 f ( 1 ( ( ~ ~ If f I I PROPOSED
f BORE PIT i it I EXISTING 18" SS 4 ~ ~
I i I I f f f I CHECK D 170 LF BORED AND n I f f I AM ~
16 xS TEE W/ ~ I JACKED STEEL CASING 1 ~ I I oQOS i B-8 ~Q-~tv
CONCRETE THRUST s ofd <rnr SEE DETAIL 0232201 I f f 14 1 1 ~ ~ r~ Z
BLOCKING q 1 ! ~ STA 10+00.00 ~ f 'd~ ( I 1 40 LF SILT FENCE ~gJr --low ~ ~ ~1u~0
/ / ~ w cr a o ~ 1 286 LF SILT FENCE STA 159+21.67 f / .w ~ I I 1+ 1 ~v J`t'
y ~ Nl I co i - . ? - ,`G~~'
y / I , ~ ~ ~ 1 30 LF SHEETING / ~ / 8 ~ ss 12 1 1 I N ~~d s PROPOSED ARV ASSEMBLY, BLY, PROPOSED 50' - ~
/ ai / / / _ ~sj P k 1 ` I ` PROPO ED C IVING iT ~ ~ ~ Ee~s~ ~ S RE E P SEE DETAIL 1509420 / / ( r PERMANENT UTILITY k-+;j0- ~ ~
/ ~ g_ jss-. 11f~,~ f I / m i STA 16+50.00 EASEMENT ~ ~ - /Q~"
. ~ / / ~ ( - ~ w f ref f N: 729036.2050 / 1f / ~
/ / _ - / / ~ - ~ - E: 2125817.8447 ~ ~ ~ ~ ~ ,r ~ SS aPasED 45' - - rIaRI~aNTAL SEND
~ PROPOSED 6 45 ' ~ - ~i5-~00- ~ ~ STA 20+29.70
ss~ _ . ~ HORIZONTAL BEND B-8 ~ _ • - _ / N: ?28684.4641
y , sTA 1 o+o5.ao - _ ri~~~ ~ ~ ~ ~ E: 2125674.8955
~ .1165 ~ r n / ~ ~ ~ ~ i ~ _ i
/ E: 2126301.1 78 47 LF SILT FENCE ` ~ PVC PtP~
~ PROPOSED 6" DI ~ ~8r Puc _
~ REUSE PIPELINE _ _gq ~ - ` -$4
ss~r+ _
TOP =201.tfi _ ' PROPOSED CLEARING i~v EN=ts2.sz -
LIMITS iNV ouT=192.42 - Toy SM~ TOP=2Q4.3D
~ i~v INV iN=192.76 UTILITY INSTALLATIONS AND QTHER PUBLIC
„ iNv ~ PROPOSED 6 22.5 INV pUT=192.72 FACILITIES, INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO B£ CONSTRUCTED CN ALL STREETS
HORIZONTAL BEND AS SPECIFIED 9Y CITY CODE. THESE FACILITIES HRVE
STA 16+31.26 BEEN APPROVED 9Y THE CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A CHANGE
N: 729052.8539 IS AUTHORIZED BY WRITTEN APPROVAL PUBLIC
E: 2125826.4512 SANITARY SIrWER 1=ASEMENTS ARE TO BE RECORDED PRIOR TO FENAL ACCEPTANCE.
1 SIGNATURE:
1
TRANSPORTATION sE I S~ GRAPHIC SCALE
PUBLIC UTiLIiIES: 'b Q ~ ~ teo
CONSERVATION ENGINEER: ~ ~ FEET

40' 1 inch = 40 f~.
. N .
~ ~r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~j . . . . . . . . . . . . . STRUCTU E 'TO' 13E.
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. ~Q ~ 1' ~N ~f . .1' ,MIN A aVE GRADE .
EXISTING ADE ALONG. ~ . EXISTING GRADE ALONG .
~ ~~J ~f~ 195 PROPOSED DI REUSE PIPE INE 195 205 ~ W o PROPOSED DI R USE PIPELINE 205
~ x~~ >
wcnr~ z PROPO ED 6 22.5. . ~ _ _ _ - - _ FIOI~IZ NTAL BEND J ~ ~ \ \ PROPOSED 6 45' ~,I
. . . _ _ _ . . . , _ - . . . . . . . ~ . . . . . . . . . . . I I ` _ ~ _ _ _ _ y STA 1 +33.26 . _ @ 0.28 ~ ~ 1 I . ~ ~ HORIIaNTAL END - ~ .
. .473.3 LF . . . . . . . r: _ - _ _ - ~ ~ . - - . . . . . . . . . . . . . . . . .
I I
- _ ~ ~ 190 i 190 200 II
~ $ ~ I l I _ _ - I I 200 1 I I
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STA 1 + 3.00 ~ ~ + / / ~ 1
PROPOSE 6 45' z ~ _ ~ I j ~ .
RJ ~HORIZ NTAL BEND ~ ~ ~ ~ / 114 ~ 4 PROPOSED 6" DI
185 STA 10+ 5.00. ~ m ~ ~ ~ I I 185 195 REUSE PIPELI E _ _ _ _ 195
~ s r~0 . . . . . ~ . . . . . . I . . I . . . . . . . . ! . . - - . - - - . - - -f I•-- . . 0
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. ~ / I 1 147.17 LF @ 0:07. % . ° ~ . PROPOSED 6 DI .r ~ ' / ~ ~ ! ~ 18• Di • _ _ _ _ _ _ _ _ _ -
~ _ ....1.~- m REUSE I='IPELI E . ! .k f . `f . . - . . a ~ . a .ate ate.
. jf oQ.. oQ
~I 1~ ~ 180 180 190 ~ cn 19a
. . . . . . . . . . . . , . . . . . . . . . . . . .
.PROPOSED BORE _ EL. W 1 5.65 N
. P1T. .
~ ~-d
N . . . . . , . . . . . . . . . . . . ~ ~ ~ ? ~ . . . . . , .
~ 175 175 185 w N ~€n~~? 185
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PIT .~,n,r., ao°~`~
.PROPOSED 6 .45. PR POSED 6"• 45' . ~cv~ . ~ VERTICAL END 170 LF 16 STEEL ASING' II ~cv'°' ~I
o VER CAL BEND . .PR.4FIL. ~ ~i STA '11+2500' ST 13+15.0© y ~ ~~~z~ ~~II~ , ~ Z ~
1 =4 VER. ~ a . EL.-975. 5. ~ s ~ '
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. ~ N N N EV N N N ~ ~ N N N N
m w 10+00 11+00 12+QO 13+00 14+00 15+00 16+00
m 17+00 18-00 19+00 20-00 pAtE: PRa~ECT:
PREPARED !N o~FlC o~: CLIENT: ThtE E
0 LIC UTILITIES DEPARTMENT , H ~';~'A~ S°8
o!
0 ~ ~ F RALEIGH NORTH CAROLINA VERTICAL SC 16~INCH RALEIGH REUSE
m 0 f1111 ~ BRAWN BYE ~ ] FELINE ~ SEGMENT
R€V. No.: R€~ISION: QATE: DRAWN BY; CHECKED BY: ~
~ This dectiment. tnnather vrkh the cancente and desl~s presented herein. as art instrument of service. is intended nnly fnr the snerifir m~mnse JT CREEK PLAN & PROFILE (n~ ~/~,~U~U(I~.a~~ pESIGNfD8Y~i
and client for which It was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by P.Q. WX 33M - RAUEW, NORTH CAAOLNA 27M-3M
KlmleyHom and A lat Inc. shall be without liability to Kimie Horn and Associates, Inc. - ssoc es, Y Y' (90) (90) T 1 Copyright Kimiey-Ham and A~oclates,.Inc., 2{i08 P 677-2= FAX-- STA A 10+00 TO STA 20+50 CHECKED BYR7 ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
SEAL: ijw 011063050 25 OF 34

T
UTILITY ENSTALLATIONS AND OTHER PUBLIC FACILITIES, kNCLUDINC SIDEWALKS AND HANDICAP
T RAMPS ARE TO BE CONSTRUCTED ON RLL STREETS
Q AS SPEClF1ED BY CITY CODE, THESE FACILITIES HRVE BEEN APPROVED BY THE CITY OF RALEIGH
>Y2 AND SHALL BE SO INSTALLED UNLESS A CHANGE IS AUTHOR[ZED BY WRITTEN APPROVAL. PUBLIC
f]. SANITARY SEWER EASEMENTS ARE Td BE RECORDED
N u~~ PRIdR TO FINAL RCCEPTRNCE.
SIGNATURE:
TRANSPORTATION SERV 5:
O b PUBLIC UTILITIES;
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1
CONSERVATION ENGINEER:
A / 1
> ~ ~ ~ ~ ° / o f r /p
~ f 1 , f C . ti~ /
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\ \ } MH \ TOP=201.43 ~ - ~ \ ~ ~ TOP=202.88 \ INV EN=194.06 ~ ~ 5~ f ~ / /J / f ~ ~20 / ~ ' / ~ / / /
\ \ I / I V EN=194.38 ~ GATE / r F' EXISTING` SS ~ I VOUT=194.17 ~ \ INV OUT=193.46 1 \ \ W MATCHLINE STA 27+~0 f • , - ` ~ ~ f
1 PAVEMENT REPLACEMENT, TYP. c~ \ i ~ \ ~ ~ t TqP=2 1.87 1 ? r ~ ` ~ ~ o~, ~ SEE DETAIL 0251304 / ~ i ITV ou -194.28 ~ _ FOR CQIVTINUATIQN SEE THIS SHEET ~ / ~ ~ ~ f ~ ~
~ ~ N i' `_x SATE ~ ~ ~ ~ / \ ~
i x-~-x - ~ ~ ~ PROPOSED 6 Dl / ~ ~ 1 \ tl1 ~ f~ _ ~I ~ F ~ a .r ~ ~ f f ~ f ~s / ~ s / f ~ ~ 0`~
/ / 7~~- x---._. PROPOSED 20 PERMANENT c, ~ ~ ~i \ ~ a REUSE PIPELINE / _ c t T f / / t~ 1
i ( ~ E SEMENT ~ i{ 1` / ~ ~
if1 r, ~ k / f ~ ~ 'W f1Ge z~ ~ ~ _ , ~ aN 't< & ~ / 14 aAK , _ 16°aAK ~ ~ 14"QAK / ~ 1~° Aa K ~ / O W
~ ~ ~ ~ ~ - _ 24+00 INLET ROT ON ~ 28 (~fff ~ _ I ~ ~ ~ p~~ ~ o f ~ + to
l l,~ ' rr} W ~ ~ - W / 16"OAK r.-~ t4'~AK G _ EDGE OIPA'V;~MENT 14" K f <'C'f~
/ , ~r / ~
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0 t1~ PROPOSED 6" 45' ~ ~ ~ ~ ` - ~ - Ec 1 ~ ~ _ U
9 HORIZONTAL BEND - _ ~ ~ ~ ~ / / 1 \ "iEARD~v 17/ r-~- ~~1 c~ ~ ~ PROPOSE,~D' 2b`~ PERMANENT / ~ ~ 21'~~ ~ ~ ~ j
~ a STA 21+61.86 ~ 4 ~ ~ _ ~~E _ ~ _ v ~ UTIL~ CASEMENT f' PROP05ED 6'l~DI f U Z
~ N: 728632.7684 , _ X ~ ~ ~ ~ ~ ~ ~ k ~ ~ ~ 1 ~ ! ~ f f REUSE .F'I#~ELINE i Q Z
~ t3' E: 2125553.2736 ~ ` - ~c I \ ~ ~ ~ °s~~ I ti ~ ~ ~ \ 1 PROPOSED 6 D ~ ) ~ 1 1 ~.Fti ILT FENCE t~ \ / ~ ~ ; ~ ~ ~ HORIZONTAL I 'ROPOSED 6" 45' ~ PROPOSED " 45' / f / f i' g 4 iORIZONTRL BEND q1~ I .k~9RIZ6NTA BEND i / GRR'~CPARKING Lar ~ f/'/ ~ ~ v
~ / \ 1 ~ PROPOSED ARV ASSEMBLY, ° ~ ~ ~ ~ ~ STA 27+71.7f STA 27+71.76 ~ l ,l' 5TA 27+82.57 ~
410 LF SILT FENCE CHEC}~ ~pAM ~ ~ 1 \ _ v SEE DETAIL 1509420 ~ 1 \ ~ N: 728714.74 ~ _ ~ U ~ J: 728714.7441 ~ N: 728707.186 ~ f i ~ ~ / ~
s ~ ~ ~ STA 20+75.00 \ ~ ~ \ ~ ~ ~ E: 2124957.7 2124957.7999 ~ E: 21~495¢.0000~,-----~/ ~/_._.y ~~_1~,/ ~ ~
\ ~ ~ ~ ~ \ ~ TOP=i9 ti o~ N: 728666.7430 ~ s~, ~ ooa ENV=195. ~ t ~ ~
E: 2125633.2039 \ ~6$,~LF LT NCE ` ~ ~ a
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. . STRUCTURE T BE . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . .
1' MIN ABOVE RADE
. . . . . . . . . . . . - . . . . . . . . . . . . .
205 205 210 210
XISTlNG GRADE ALONG - . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . ~ . ROPOSED DI R USE PIPELINE r,
~ ROPOSED 6 4
A5 . . . ~ ORIZONTAL BED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . .
. ' . { TA 21+60.53
200 I) ` ~ - - - 200 205 2a5
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/ PROPOSED ~ ~
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m 21+00 22+QO 23+00 24+00 25+00 26+00 27+00 27+00 28+00 29+00 30+00 31+00
.c PREPARED IN 1"HE 0~1CE OF: CLIENT: aA~: PROJECT:
~
0 aW .IC ~1TILITIES DEPARTMENT ~~~~~f, Hod a ~A~ ©~E:
0
0 rn f w RALEIGH NORTH CAROLINA ~Q~° 9 scAtEt ~ ~ INCH RALELGH REl1SE ~ 1 = 4 PIPELINE ~ SEGMENT 2
0 REV. No.: REVISION: DATE; ORAkRV BY: CHECKED BY: ~ DRA14Pt 9Y:
% ~ ~ This docum~lt, together with the concepts and designs presented hereto, as an inatrum~lt of service, is intended aniy far file apeciflc purpose IT CREEK PLAN & PROFILE D€51GNE~ BYE'.
G
and client for which It was prepared. Reuse of and improper reifanae on this document without written authorizotion and adaptation by P.O. ~~I~~L NCffM C~
Copyright and Associates, Inc. shall be without liability to Ktmiey-Horn and Associates, Inc. / t 11 Klmley 'Harm and Associates Inc, 2008 l99tt h ! 877-2OW FAX' (M) 677- T O O S CHECKED HY~ ATTACHED REFERENCE FILES: J08 NUMBER; SHEET NUMBER; v SEAL: JJW 1011063050 26 of 34

a
.6 UTILITY INSTALLATIONS ANp OTHER PUBLIC fAGIL111ES, INCLUpING SIDEWALKS AND HANDICAP
v RAMPS ARE 70 BE CONSTRUCTED ON ALL STREETS
4 AS SPECIFIED BY CITY CODE. THESE fAGIL111E5 HAVE BEEN APPROVED BY THE CITY Of RALEIGH
tII AND SHALL BE 50 INSTALLED UNLESS R CHANGE IS AUTHORIZED BY WRITTEN APPROVAL PUBLIG
E R SANITARY SEWER EASEMENTS ARE 70 BE RECORDED
N PRIOR TO PENAL ACGEP7ANCE.
SlONA7URE:
1 ac TRANSPORTATION 5E E : _
O PUBLIC UTILITIES: „m_,.....~.,.
N
N _ ~I~ f
L ~ ~ / C ` ~ I I I ~ I t ~ GONSERVATiON ENGINEER: ~ J_,L
Ir ~ ~ f
1 Z n ry
_ w --'f~~r / ~3~' N
1~~M~
--ate ~ Y ~ \ ST P ~
-o _ _ ~ ~ 38+00 _ YRTLES ~
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.
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Z = ~ PROPOSED 6 DI P MYR -'~G~
C r --88 / / ~s ~ ~ ~ Rk:U5E PIPELINE _ _ ~ r MYR1L~ ~ - - "`'B--943 - ~ B $1 I
~ tTt f, - ~ ~ / • - ~ ~ PROPOSE 2Q' PRIANENT _ - \ ~ ate ~ L _ -
O ~ - / / f U17~T~ EA5E~ENT ~ J ~ ~ r -
~ 22
A ~ ~ ~ ~ ~ OA / r. ~ / GRAVEL PARKING LOT ~ ( _ - - - ~ ~ ~ ~ ~ l .r ' r- ~ ~ . 14' OAK - ~ -S~MP
m / / ~ X20 ~ / ~ _ _ - ~ ~ _ - ~ \ / ~ / / i / / -
i~ -F f / ~ f ~ i t - PROP05E0 TEMPORARY 1a"PINE
30 l / m 4 / ~ ~ ~ ~ GRAVEL PARKING LOT w BLOWO~'1= ASSEMBLY
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230 230
225 225
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220 EXI T1NG GRADE AL NG _ _ _ _ _ _ _ _ _ _ _ 220
PRO 05ED- DI ~ REUS y
4' MIN. . PkP LkN~ . , . . . . . . . , _ ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . ,
~ COVER
. . .
215 PROPO D TEMPORARY 215
~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , BLOWO ASSEMBLY
. STA ~40 34.54
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m REUSE. PIPELINE
. .
N ~ 210
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3 Q i
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a 205 i% 205
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31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+60 39+00 40-00
a t PREPARED IN THE t3~'f(~ OF: CLIENT: °A~~ PROJECT;
rn ~
`a a: .~C UT[L~TES DEPARTMENT ~~R H Rz~ TA~
0 ~°Q~~ ~ ,~¶~AL 1 G-NGH RALEIGH REUSE RALEIGH, NQRTI-I GARO?LINA 1" = 4'
0 ra ~
0 o REV. No.: REVISION; DATE: DRA4~P1 8Y: CHECKED 9Y: F} j~Oq ~ DRAtYN BY; P~PE~NE ~ ~E~MENT
~ 1 1 This dacumant, tageth~ with the aoncepts and designs presented herein, as an inatnrment of seMoe, la intended oniy for the specific purpose 1 T CREEK PLAN & PROFILE ~I~~Q( DESIGNED BS
' one cuem: tor wnicn it was 1Repureo. neuse or one improper raiance on tnls document without written 434taonzation one owaptaiion ay QIIY !i~]R~ Q1 JR7R~~711M4 Kimsey-Horn and Associates, Inc. shall be without liability to K&nley-slam and Associates, Inc. Li 1.O. 5QX 330M - ~ A LJG=K3 1~ NORTH v~ 2/ MY35 W W
Copyright KimleY-Horn and Associates, Inc., 2008 PHONE: (9*) 677-20W FAX- (M) 677`2= STA T 31+00 TO STA 40+34 ~4 CHECKED BY; ATTACHED REFERENCE FILES: JOB NUMBER SHEET NUMBER KFC 011063050 27 0 F 34

v
lITiLITY INSTALLATIONS AND OTHER PUBLIC FAClLIT1ES, INCLUDING 51DEiNALKS RND HANDICAP
' i N \ ~ ~ o ~ \ ~ ~ \ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
o l \ i vas ~ \ AS SPECIFIED BY CITY CODE. THESE FAC1UilES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
~ ~ m ~ s ~ ~ AND SHALL BE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WR3TTEN APPROVAL. PUBLIC
SANITARY SEWER EASEMENTS ARE TO BE RECQRDED
PRIOR TO FlNAL ACCEPTANCE.
~ ~ 1 ~ \ ~ SIGNATURE:
TRANSPORTATION SERVI
cv ~ ~ 8"HA WQnD ~ ~ k ~x DROP INLET PROTECTION, Tl'P. PuBUe uTTUTIEs
i ~ ~ \
2a ~ ~ ~ ~i ~ ~'p ~ ~ ~ 6 ~ ~ ~ ~ ~ \ \ ~
\ I PROPOSED 4 45' 'J' ~ ~ ~ ~ p ? ~ ~ F,y ~ ~ ~ ` k STORM INLET CONSERVATION ENGINEER:
~ ~ ~IOR~FZ NTAL BEND ~ \ ~ ~ s_ ~ ~ e ti ~ ~ ~ ~ . ` ~ ~ ~ ~ STA 14+ 1 47 ~ ~ f TOP=213.81
N: 731568.'598 ~ ~ o ~ ~ x~_ INV-208.55 MH i ~ x TOP=211.18
a ~ ~ ~ ~ E: 2i 24762.3fi O~ ~ s ~ ~ ~ e- ~ = ~2~5~ _ ~ x~~-~'~x ~ !NV IN=245.61 (NW}
w ~ ~ ~ ~ ~ INV IN=204.76 {NE} _ Y `fir = ^ ~ ,~~R~ ~ ~ 3 X INV OUT=203.76
~ PROPOSEIr 4 DI ~ ~ ~ ~ ~o~
~~~k REU ~ d`'IPELINE \
~ 5A i~ ~
UT~38.10 ~ VET W\ ~ ~ ~ 6"flE7NAME'~t~AL~ _ 1"' ~ ~ . - ~ ~ ~ ~ N
r OD_, ,MENTAL TEAL f ~ j _ ~ ~ ~ ~
~ ~ ~ ~ f ry fN 1=
~ ~ ~ 9 OR~ iI~NT ~ ~ O ~
G~:, 0 ~ ~ ~ ~ ~ fQ
1 ~ 4 ~
~ ~ ~ ~ ~ ~ mss.-is7.2z =197.22 Q ~ ~ ~ -~;':':'~:.ca:::'.:~::~
'1 ~ PROPOSED 4 SATE VALVE ~ ~R ~ I ~ ~ Z ,ta°~o ~"H1t~LLY'` ~O
1 ; . ` ~ 'S A 10+05.00 ~ i ~ ~ i
\ ~fl ~ ~ ~ ~
a ~ ; ( ~ ~ O ~ ~~~i p ` 1 ~ ~ ~ k \ d ~ 4~ ~ ~ ,
~ ~o ~ _ a I ~ PROPOSED 50 PERMANENT PROPOSED Z©' PERMANENT1 `'~e? ~ / ~ „ Q 2
1 ~ ~ ~ ~ UTkLITY EASEMENT UTlLiTY EASEMENT ~ \ ~ ~
a ~ tt~ 1 ~ ~ ~
._-o'"' ~ ~ fir" .
i sn 0 2
~ ~ ~ ~ . 'ICJ
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v ~ ~
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21a 21~
. . . . . . . . . . . . . . . . . . EXISTING GRAD ALONG . . . . . . . . . . . . . . . . .
205 PROPOSED REU E PIPELINE 205

. . - ~r~
4 MIN. . .
COVER . .i8
18
20a 200
.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING 8H . . . SANITARY SEWE
. . . . . . . . . . . . . . . . .PR POSED 4°' DI . . . . . . . . . . . . . . . . . . . INV=199.31. . . . EXiST[NG 4"~ RCP .
195 RE SE PIPELINE - 195
PROPOSED 4 5' .H _ ~ HORIZONTAL ~BE D . 5'
PROP SED 4 45 STA 14+51.47 3E D. . r
. . . . . . . VERTI AL' BEND. . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . .
.STA 1 a+16.53.
PROPOSED 4 ATE VALVE ~ STA 10+a5.a0
190 PROP SED 4" 45'
" VERTI AL BEND 190
~ .STA 1 +10.Oa . i
O
l- p n . u. .PROFILE..
16 RJ 4 MJ TEE W/ ,
CONCR TE THRUST HL CK1NG. 1 =4 VER. ~ M ~ . STA 1 +aa.0a 1 =40 HOR.
a 185 a 185
~ ~ i~ O O T O N ~ fA O O d' d~ © r E~ I~ N
j ~ N K) ~ raj M M d= tD tD u7 ~ ~ ~ O ~ © O O O O O O O O O O ~ © ~ M
t~ ~ N N N N N N N N N N N N N
1 o+ao 11+aa 1 z+oo 1~+ao 14+oa 1~+oo 16+00 17+00 18+00
t PREPARED iN THE aFFieE oF; CLIENT; DATf: PROJECT:
~ HpRIZONTAi„ SGA1.E:
6 D! IC UTILITIES DEPARTMENT /hy ,1...11...°$ ~~Qo~ ~ ~'L9 1" _ ~-o' ~ ~-INCH RALEIGI~I RE~SE
Q RALEIGH, NORTH CARC~~INA ~a ~ca~ ScA4~
O tr! 1
O REV. No.: REVISION: DRTE: DRAWN BY: CHECKED 9Y: ~ /1 f1o~ ~ DRAWN BY: P~PE~NE ~ ~EGI~ENT
~ Thls cioaament, together with the canc~te ~d designs pres~ted herein, os an instr+~ment of service, is intended only for the ~eciftc purpose ALL CAMP. PLAN & PRQF[LE V ~~w~ DLSIGN"cD BS
ana cuent Tor wnicn it was preparea. xeuse or ana improper reiiance on tms aocument witnaat wntten ournonzotion ono aooptazton oy ri/~ 27WO-30M and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. 9O]( 33E)68 " ~r
Copyright KimleY'Hom and Associates Inc. 2008 PHA-. (96) 677-20M FAX: (99) 677-2M STA CHECKED BY: ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: 10+00 TO STA i 18+50 SEpL 0 AFC 1011063050 28 of 34

T
~0 UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, INCLUDING SIDEWALKS AND HANDICAP
RAMPS ARE TO BE CONSTRUCTED ON AlL STREETS
A AS SPECIFIED BY CITY CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
S, (A AND SHALL BE 50 INSTALLED UNLESS A CHANGE
1= b IS AUT'HORITED BY WRITTEN APPROVAL PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED
N PRIOR TO FINAL ACCEPTANCE.
fV SIGNATURE:
TRANSPORTATION SERVIC
O Q AUBLIC UT1LkT1ES:
N
N
L GONSERVAl10N ENGINEER:
A
0
Z PROPOS 4"x4" .TEE
STA 23f 4.30
~ N: 732307.'l~3Q
~ ~ E: 2124760.12$\
I ~ ~ SPRINKL ~ ~
[~,X Zi ~ ¢ '~l ~ ~iZ ~ ~ HEAD ~ ~ Z ~ 4x ~
Q' `r ` ~ ~ ~
~ ~ DROP INLET PROTECTION, TYP. ~ 5 ~ MH ~ ~ ToP~219.2s ~ VdV=29,7.04 7/ S) ~ Ei a
0 ~ INV EN=208.62 F =213.80 F =213.80 gT~~ TON=2T~5.OX ~ / r ~
L } iNV iN=209.11 ~ 1NV OUT=2Q7.28 ~5
~ ~ ~ IC JGV ~i r
~ \ \ ~ ~ ~ Wk7~R ~ 0 ~ ~ v \ 172 LE SILT FENCE
G ~ ~ 1RRIGk710N ELEC. CQNTRQL BO W 1 ¢ ~ \ eox icv(a
~ ~ ~ Q 15•• ~ ~ i ~ / V1yULT / ~ ` ~
~ 1 \ \ ~ / r ~ ~ ~ \ I \ EXISTING 8 SS ~ A ~c ~ ~ x / FE
q' ~ ` --max `~_x ~ 5. ~ 1 ~ PRQf~OSE~ P RM ENT
\ ~ ~ \ ~ JG x x X f 39(x'' f Ul . ~ ~ /SEE DT ~
'T ~ - ss , ~ y" ~ t ~ S~'ONt* Fa R /tYP ~ BIAWO~ E LY / F J
-C ~r / f S /D PIL 6Z y ~ ~ ~ 30/LF T ~EI~~E ~ ~
~ ~ - ~ e .
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7 PlrAP~ - ~ _ r- ~ - ~ 2 a ~ 7 ~ ~ T~ ~ ~ ~6tA~EL,/DIRi~(' ? .,kl• rte'"` ~
:fit` a o PROPOSED 20 ERMANENT :`,.~li.,:~ ~ ~ ~1:
UTILITY EASEME ~ _
1 r = / P,f~OPOS E VAL E
} , ~ ~TA 23}44 1 „ PROPOSED ARV ASSEMBLY ~ _ _ _ ~ ~
PROPOSED 4 DI ~ ~ uce SEE DETAIL 1549419R ~ _ ~ TREES TO BE `k.' ' REMOVED {TYP.)
REUSE PIPELINE 1 T 1 PROP35ED~4- fA~EE-- t. S A 2 ~-32.84
~ 732146.583 ti~ ~ . 1 ti~ SEE SHEET 30 FOR ~ CONTINUTATION r~
124912.4187 f t l
\ ~
GRAPHIC SCALE
,o ~ 20 44 &(3 180
1"=~' ( n~ ~~r )
~ ~~n = an st~
. . .
. PROP SED GRADE. A NG
225 PROP SED Di REt1SE PIPELINE 225
. ~
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . ~ ~ . . . . . EXISTING i
EXISTING GRAD ALONG .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4'~ M3N. . . . . ~ . . . PROPOSED PROPOSED DI R t1SE PIPELINE .
DOVER . ~ .
224 ~ ~ 220
i
. . .
, . . . / PROPOSED PER ANENT ~ _ ~ ~ ~ BLOWOFF ~ ASSE BLY '
. m . ~,-/PROPO ED ~ 15~ RCP. DI VEWAY
. ~ . CULVER
215 Q 215
> 18 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . - ~ II
M . . . . . . . . . . . . . . . . . . . . . . . . PROP ED 4p DI . . . o N. . . . . . . . . . . MIN ~ ~ . ~
~ ~ X1S11NG 8" 55
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . REUSE PIPELINE. . . ~ . . . . . . 0 N PPROX. fNV=2 9.45
a . oQ.
214 ~ ~ 210
~ i PROPOSED 4 X TEE
- ~ STA 2254.30
. . . . . . . . . . . . . . . . . . . . . . . . EXISTING 8". SS . . . . . . . . . AP ROX. INV=212.7 . . '..7
~ ~ APPROX, INV=249:42. EXISTING 30" R P
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Piz~PnR~Q i1~ ©f~e~ a~; CLIENT:.
~I °A'~~ _ PROJECT:
a ~IC UTILITIES QEPARTMENT HORZONTALSa~:
0 ~°~o~~ o = 40' 16-INCH RALEIGH REUSE
RALEIGH, NORTH CAROLINA Q~ VERTICAL SCALE:
0 REV. No.: RENSION: DAiE: DRAIN 8Y: CHECKED BY: aa~ ~ DRAWN"8Y 4~ PIPELINE -SEGMENT 2
~ ih3s docwment, together with the canc~ta and dealgna presented herek~, as an hatrtim~t of serv€ce, is tended only f~ the speciftc p~rpase ILL COMP. PLAN & .PROFILE ~o,~~~~ DESiGNEO s
and client tar wnicn it was prepares, xeuse of and improper renance on this document without written autnori ation and adaptation by Klmley-Ham and Associates, Inc. shall be without liability to Klmley-Horn and Associates, Inc P.Q. B(}X ' FLAUEX3H, NCMH ;iA ? 27636-3M
Copyright Kimley-Horn and Associates. Inc. 2008 PHEt (M) 677-2= FAX-- (W) 6"-2M STA 18+50 1+5 TO A Q O C T i t~ CHECKED HY: ATTACHED REFERENCE FlLES JOB NUMBER.- SHEET NUMBER: Q V V # SEAL JJW 011067305© 29 OF 34

T
O UT1LkTY INSTALLATIONS AND OTHER PUBLIC FACILITIES, INCLUp(NG 51DEWALKS AND HANDICAP
T m RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
0 AS SPECIFIED BY CITY CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
'a, rA AND SHALL BE SO INSTALf_ED UNLESS A CHANGE IS AUTHORIZED 8Y WRITTEN APPROVAL. PUBLIC
a SANITARY SEWER EASEMENTS ARE TO BE RECORpEp
N PRIOR TO FINAL AOCEPTANCf.
N SIGNATURE:
I Y18~ m TRANSPORTA710N SERVI
a 0 tV PUBLIC UTILITIES
~ ~ j N 3
~ ~ 2 .o \ ~ j~ ~ t ~ ~ ~ ~ ~~I~f~l CONSERVATION ENGINEER:
,f~ \ / ~ ~ ~ ~ >w 1 \ ~I4 a~,~i
> t ~ 1n ~ / o ~ \ ~ ~ ` ~ ~ I ~ ~ I~~{ k V I
i y. I \ ~ ~ / ti \ ~ a ~ SEE SHEET 23 FOR Pli T 23 FOR PIPE INE I ~ \ I I l `v1
~ ~ 23C PROPOSED PERMANENT 70 LF SILT FENCE ! ~ ~ a FOR PIPELINE ALONG .Il+lE ALONG ~ O (I°~~~ (~Ij~l~ ~
i \ ~ ~ ~ BLOWOFF ASSEMBLY PROPOSED 4" 22.5' ~ SUNNYBROOK ROAD ~ ~ N - SEE DETAIL R-2 HORIZONTAL BEND )OK ROAD 1 ~~~'i~l\`~ ~ ~1TILIZE RESTRAINT JOINT PIPING
i~~ ~ ~ ~ ~ PROPOSED 4 45'
i \ - I TA + \ ~ ~ ~ ~ S 32 28.32 PROPOSED i6 GATE ~ \ x ~ ~ PROPOSED 4 DI N: 732444.$871 HORIZONTAL BEND 3 16" GATE VALVE ~ I~ II ~ z~FQOO~ ALL BRANCH PiPiNG
\ \ ~ \ 1 5TA 219+90,00 ~ ~ W REUSE PIPELINE E: 2124939.5357 STA 33+09.61 90,OD I~~~ ; ~~ll ~ ~ ~ PROPOSED
~ ~ ~ ~ I I N: 732447.8999 n~ 1 ~ ~ ~ ~ ~ ~ ~ r BORE PIT
~ \ ~ a Mli (NV=21Q.31 iiav~2as.s E: 2125020.7615 -h ~ TOP=226.42 \ ~ c~ ~
~ ~ ~ INV IN=210.44 - ~ - _ _ ~ _ ~ ~ J PROPOSED 4" 45' ~ ~ ~ ~ i~l~\
~ ~ ~ ~ INV aur-210.08 - . _ ~ ii~~ ~ ~ ~,1 ~ ~5n~ ~ _ --2 ~ I ti ~ ~ HORIZONTAL BEND PROPOSED 16 x16 RJ 16"x1 fi" RJ TEE ! ~ I ~ \ 1 l ~ 1~1 f
80 LF SILT FENCE \ ~ - ~ ~fAP ~ I ~ ~ wv=218.32 5TA 33+i 8,44 STA 220+05.26 -05.26 ~
~ \ ~ f ~ TON=215.44 732442.001 ~I ~ ~ ~ l l
~ ~ ~::;:;~:::~:::::::::n::..;;`;:' f wV-216.24 2125027.3414 ~ ° ~ _ ~I `"'~.~::~~~:~~;~f..::.... ~ TON-215.20 f I\~ i ~ ~~f~
STONE FILTER, TYP. ~ ~ _ 1 ~ PROPOSED RECEIVING D RECEIVING PIT
Ii ~ z2 ~ ~ / V R(PRAP AREA / it x r APLE ~:':;r';;:; ~ I S~JRM INLET ~ ~ I I I~ 4~~ !~i PROPOSED 16° DI
f ~ > \ / r i ~ T0~-214.33 ~l ~ ~ AA ~ i ~ ~ IN 1.83 I ~ ~ C ~ ~ ~ ~ ~ l \ w~ RE€1SE PIPELINE (BY
DROP INLET PROTECTION U ~ r x ~ ~ I I \ ~ ~ OTHERS)
TY . a ~ ' / \ ~ ~ PROPOSED 16 ~ . 2~ `v~~ ~ ~ ~ STA 220+20.01 ~OPOSED 16" GATE ~ALVE ~ ~ ~ ~ ~ ~ (~~f % ~
r .a ~ s ~e Y / :;::xr::::.. ~ ~ ~q. ~A 220+20.D0 1 ! \ I ~ r) ~ ~1, ~ END CONTRACT 2
~ 1 P E 1 " /s ~ ~ ~ 2 ~ ~ ~w ~ 75 LF BORED A D I ~ \I I ~ ~I~/~~~~~ ~SoAI
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~ ~ ~S~ ~ ~ ~ R!p ~ S1 ~h'~ ~ ~ x ~ ~'q k W ~ ~Fy, ~e~ ~ ~ SEE DET~ SEE DETAIL 023 201 ~ ~ ' ' ~ ~ ~ cy f / e /
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i''i Y f ~h ~RIN ER T `2 1 7~ 2 ~ o 35 LF SILT FENCE 7 y t vAULT w HEAD INV a 1'~~ sy I ~ ~ ~ l~ ,
c ~ ~ FLAG Pa~E ON / sTE~~ ~ a. INV our= .45 ~ ~ ~ R t ~ 1 ~ ~ ~ ~ti
n ~i ~ coNC. PAn _ wV=216. n ~ ~ , c~ FMS--210.41 rON=2~4. _ ~ ~ X ~ ~ ~ Sn _ 217 ~ I~ f o~ \ ~ ~ \r . /
m ~ ~ ~ MH TOP-218.40 ~^21T.GG IRRIGATION k`,
1t g~ 1 ~ ~ ~ k ~ ~ ~ TON-214.33 ~ ~ ~ ~ ! / fw I INV IN=210.74 ~=218 5$ SPRINKLERS (2~~ I ~ ~ ~ ~ ~ Yj ~ 1 r ~
w ~ ~ ~ ~ t ~ j ~ INV Our=210.46 _ ° ~ ~ rn\ \ 1 ` 2~ _ TON-214.33 . j I ~ ~ ~ e~~ \f
O i c 1
PROPOSED 4" GATE VALVE PROPOSED TEMPORARY
STA 0 05 BLOWOFF 3+ GRAPHIC SCALE
PROPOSED 4nx4" TEE 40 0 20 40 80 180
STA 30+00
PROPOSED 4~ GATE VALVE
{ W FEET
1 inch = 40 ft
1 "=4D'
. .
225 225 265 265
. .
. .
. .EXISTING GR DE ALONG . PROPOSED 4" 5' ~ .
. . PROPOSED FUSE PIPELINE HORIZONTAL' B ND' .
STA 33+.09.81
220 ~ - ° " PROPOSED 4° 5` 220
ino z~
. . STA 33+18.44 i ~Q . a+
. . ~ r . c~ ° ExISTlNG GRAD
~ Q n ¢ ALONG PROPO ED
. 6" MIN. , . m vi . w ~ REl3SE P~IPELIN . . . PROPOSED . . . . . . . . . . . . . . . . . . .
215 , 215 255 BORE PIT 255
PR POSED 4" DI ' . .PROPOSE 4p GATE VALE . . . . . . , . . . . . . ~ . . . . . . . . . . . . . . . . . . . ~ ~ ~ PROP.OSED . . ~ ~ ~ .GRADE
E7EUSE PIPELINE . . .STA 30+ 5 . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . ~
PR '
. .PROPOSE 4"x4" TEE . O OShD 4 22.5 . i 1 r
STA 30+ 0.00 HOR ZONTAL BEND ~ ~ ~ . . . . . . . . . . . . . STA 32+28.32 . . . . . . . ~ . . . , . . . . . . . . . . . . . . . . . . . . . . .
2i 0 ~ 210 .25D ul ~ I . 250
. . . . ~ . P~0 OS]nD .3fi" CUL ERT . . . . . . . . . . . .
_ _ _ (MA CH DITCH GRAD )
. .EXISTING 8" S5
3 .APPROX. INV=209:94.
a d . EXI5TING 60" RCP. .
~ 205 INV-209 68 205 245 ~ _ ~ ~ 245
~ EXISTING 60" -RCP PROPOSED ~ EL.=2 7.22
Y C . RECEIVING PIT . ~ EL.=246.96. .PROP SED 16" 'DI RE SE' ~ .
H p .PROFILE. 75 LF 3 " - .PIPELI E ~(BY OTHERS
r W 1 "=4' VER. STEEL CA iNG END ONTRACT 2 . .
a 200 200 ; 240 24D
N
3 ~ O M 1~ . ~ M cV Oi m O u] ~ N
j ~ O Ci tli of cD c0 Q N tV N N N N tit (V ~t7 1Cl cci orj
0 N N N N
U W
30+00 31+00 32+00 33+00 90+DO 11+OD
o: ~ PREPARED IN THE OFf1CE Off': CLIENT: DA~c: PROJECT:
~
0 a ~ .IC UTILITIES QEPARTII~ENT H~xoN'~~ ©8. r y~ = 40' ~ 6-INCH RALEIGH REUSE
0 RALEIGH NORTH CAROLINA ~R¶~~L scA~£;
a c~0 ~ 1 = 4 PIPELINE' ~E~I~ENT 2
a REV. ~tq.: REN51pN: DATE; D€tAWN BY: CIiECKEA BY: ~ 3QOO1 DRAS'[[N CLS
~ Thta document, together with the concepts and designs presented herein, as an Instrument of service, is Intended only. far the ~ecif(c ose ~ s ALL COMP. PLAN & PROFILE DESIGN£D'Bn
ana auanr mr wnacn iz was praparaa. MWU45 or ana 7rmpropw Umm"ca on Ursa uaournan wrmou wrtauan ouTmwizarion ana eaumnon oy f- V bUx UMM - NUM-H GARULMA ZZOW-UUM and Associates, Inc. shall he without liability to Kimsey-Hom and Associates, Inc.
Copyright Kimsey-Horn and Associates. inc,. 2008 PHONE- (99) 677-2WO FAX= (99) 6T1-2= STA + 3 V Lv "r"0OT STA.. sVq CHECKED BY: ATTCHED REfERENCE FlLES; JDB NUMBER- SEiEfT N~1~48ER: SEAL:CFC 011 D6305Q 30 OF 34

a
0
5; m
E
~r~i STEEL POST STEEL POST N PSTREAM END OF STORM DRAIN
N UPSTREAM END OF S TOP SrRRND TRENCH f 4" EXTERIOR PLYWOf~
1 3f4" EXTERIOR PLYWI w 9/3 PIPE D€AMETER ~ ~
°o STAY 1MRES N P S~~ 0
~ GALV iWRE FABRIC t f2" MESH OVERFLOW PP~O 0 0 aQ aQ 3 ~
~ AND FITTER FABRIC. a HARDWARE CLOTFf 0 0°~0 ~o ao ~0 0 ~ ~~y fly
E ~ BURY TOE OF FILLER ? m ~ ~ ~ oa~aOaDa~aO~Q
~ FABRIC A MIN OF 8" ~ ~ ~ ~ ~ ~ z ° ~ ~ i ~ WASHED STONE ~ a oaaaoaoaoao
~ tV (V 00000
BOTft~1 STRAND N BURY BOTTOM OF PL' URY BOTTOM OF PLYWOOD \ ~ ~a0 O~ Q~ O
END VIEW 5EC f~tADE LINE t~tADE LINE SECTION oa Qa as 40 oa Q Q
PLYWOOD INLET PROTECTION OQpaoa~ao oao ~ ~ PROTECTION ~ oao aoO~~aQO~
~ ~ ~ o ~/~/~I ~/~~i UPSrh'EAM END OF s~ l\//,\ PSTREAM END OF STORM DRAIN S~~ ~ R 8~~ ~ ~d o0~a~ Qb QQ
N ~ .i ~ STEEL FENCE POST, 1 N TRENCH TEEL FT:N(~ POST, TYP 3~'' (0)_ ~ Q Q
NOTE: HARDWARE CLOTH- ARDWAR£ CLOTH ~ Q
10 FEET MINIMUM LENGTH 1 f3 PIPE DIAMETER ~ 0
8'-O" MAX 3'-0" MAX
MIN ~ z5 ~o~.~~~R QVERFLQW y ?~~~~o~ Is
ELEVATION sECnoN ELEVATION ~C~~
SILT FENCE ALT FENCE STONE FILTER STONE FlLTER TEMPORARY GRAVEL CONSTRUCIlOIV ~2~ ~I~ ~
NOTE: ENTRA1dCE / EI~T 5~
0227008 1. EXTRA STRENGTH FlLTER FABRIC (AS APPROVED BY ENGINEER} FATH 6`-O" POST SPADING DOES NOT REQU4RE MESH SUPPORT FENCE.
WASHED ST~IE FILTEI 2. FlLTER FABRIC SHALL BE WIRED DIRECTLY TO POST. ACROSS PIPE INLET- !ASHED STONE FILTER CROSS PIPE INLET NOTES:
END 1~EW SEC 0227000 SECTION 1. TRAFFIC WIL~ ENTER OR LEAVE THESCONSTRUCTiON SITE ONTO A PUB G STRE AIL HE [.OGATED 4MERE 2.F[LTER FABRIC OR COMPACTED CRUSHER RUN STONE SNALI BE USED AS A BASE FOR THE CONSTRUCTION
STONE FILTER INLET PROTECTION g T PROTECTION £NTRAN~.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WELL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXlST3NG pA~MENT. THIS MAY REQUIRE PERIODIC TOP DRESSING TO
`~\`4` " ~ 0227010 TRAP SEDIMENT. 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBIJG STREETS MUST BE REMOVED
STAPLE IN PLACE 3'-0" END ° ~ IMMEDIATELY.
(3' 5PACINO MAX} WIDTH N 5, MAINTENANCE REQUIREMENTS PER SECTION 6,06 OF NCDENR'S EROSI~d AND SEDIMENT CONTROL PLANNING AND DESIGN.
SYNTHETIC GRADE BAS( TO CURB INLET EXISTING GRADE LINING
FLOW LD (DETERMINED BY LD (t~IERMINEO BY ACTUAL FlELD CONDl1>ONS)
VARIES a ~ FLOW "ol $ 10'-0" ~ NCDOT (SASS A STONE
~ WIDTH (2 7O 6 INCH DIA}
2~ o x DAM ELE . ~ a 11- GRASS LINED CHANNEL (PERMANENT} STRAW Wf NETTING 9L~ ~ 9 5TRAW Wf NETTING (T1~IPORARY}
~ FLOW N ~ C 2' 2' KEYWAY
z i
BURIED 6" MIN ca ~ TYPE Ik GEOTEXTILE SEPARATOR } ~ ~ /~l.~. ~ ~ 3 1
WRE SCREEN X57 WASHED S7~IE GOtdGRETE BLOCK ~ a ° FOR LRRGER CHANNELS USE NGDOT GLASS TRIP-RAP GRADE ELEV. ~ 3 3 )E ELEV. CLASS 'A` STONE
LEVEL LIP OF SPREADER ~ FACED M>iTH ~ 57 WASHED STQNE. TYPE
FILTERED iVATER SECTIONAL VIEW NC DOT NO.57 DITCH EROSION STONE (1' THICK) RETENTION BLANKET,
RUNOFF WATER OVERFLOW NOTES: STONE CHECK DAM GRASS LlNEO CHANNEL (PERMANENT} SEE DETAIL 0227094
W S DIMENT ~ / ~ I E Vvv~vA~vv 9. MATTING SHOULD BE A MINIMUM OF 4' 1M[~. r~ 2, ENSURE SPRERaER LIP 15 LEVEL. 6'-0" MIN 0227003 DITCH EROSION RETENTION BLANKET (TEMPORARY}
3. CONSTRUCT 20 FT TRAN51TlON 5ECIION FROM DITCH
~ DIVERSION E~IANNEL TO BLEND SMOOTHLY 70 'MRE SCREEN W~DTH.AND DEPTH OF SPREADER.
9' S' TEMPORARY 11 -9' S' ' ty f 11~ 2 1 1
CURB INLET DIVERSION NC a0T N0.57 Wooa sTUas LEVEL SPREADER DITCH STONE (1' THICK} 7 ~ 1 TICK} ~ ~
2 CLASS 'A'
0227012 PLAN VIEW ~ 7 CURB INLET SEDIMENT CONTROL ~ 1(- ~ STONE
~p ~1
0227002
GLASS 'A' STONE 5`Wx2'D KEYWAY ONE ~ 9 9 ~ f f VAY lA 2. L~h8' N
EX11LE
SURFACE FLOW DIVERSION NOTE: DIVERSIONS SHALL OUTLET TO A STONE TYPE II GEDTEXIILE (TYp), SEE NOTE CHECK DAM OR SEDIMENT BASIN. SEPARATOR ROCK DAM eLASS A STONE LINING
3H:9V SIDE SLOPES 25`-D" MIN [STING GRADE (STABILIZE Wf GRASS {TYP 022701 ~ 92° (MIN)
TOP OF BERM CARRY CLASS B STONE AND STRAW NETTING) TYPE 3 Es p~nrol~~X~~
UP SIDES QF SPILLWAY t2" 4'-0" M[N M~1
15 51 ~ TYPICAL DITCH DETAIL.
it z TOP ELEVATION OF STORMWATER 7 WANED STONE 18" MI 5 ~ 5 ~ ~ (5E€ DETAIL 0227021)
CLASS A RIP Ap Flply o x R LTER FABRIC e 0~
~ 2 MAX 2 MAX ~ € a ] I _ In
d TEMPORARY STREAM CROSSING (FORA} STAPLES DITCH 0227011
SEDIMENT BASIN DATA d
NOTE: GLASS B ER0510N 022701 CLEAN BARN WHEN CONTROL STONE BASIN BASIN BASIN BASIN WEIR r F ~ J 'y x ~ ~
1f2 FULL LENGTH SEE SEDIMENT BASIN DATA NUMBER WEDTH LENGTH DEPTH LENGTbE ~,o
sEe71DN rHRU BASIN AND fI1.TER (Fr) (FT} {FTC (FT} TYPE !l SEPARATOR GEOTEXTILE SYNTHETIC
NOT 70 SCALE A - - - - i FILTER FABRIC ~ uNER SECTION
ARRY CLASS B STONE B - - - - * 5EE SITE
UP SIDES OF SPILLWAY C - - - - GRADING PLAN D - - - - I # o~
WEIR LENGTH " S. E - _ cn` OVERLAP NOTE: STAPLES TO BE SPACED AT 3'-0" MAX IN ALL DIRECTIONS.
2t MIN F (4'-O" MIN} ~ - - - PERSPECTIVE VIEW
~ 98 MIN GLASS B EROSION r N - - - -
o CONTROL STOPS ~ FORM BERM WITH
! ~ - ~ '~FOj ~ ~ EXCAVATED MATERIAL SYNTHETIC LINER
I- " . 7 WASHED ~ p ~~r ~ f 0227007' U ~ / ~ / n 2 MAX • . STONE / EXISTING GRADE SEE SPECS UTILITY €NSTALLAT10N5 AND OTHER PUBLIC
°1 / F9~ 2 2 0 rn ~ R a FACILITIES, INCLUDING SIDEWALKS AND HRNDICAP 3 RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
3 " TYPE II SEPARATOR , eF ~ 5'-0" MAX I(~ ~ ~I o ° ~ ~ (3 0 MIN} ~ ~ R,y ~ / GEOTEXTILE ~ # 1 AS SPECIFIED BY CITY CODE. THESE FACkLIT1£S HAVE m N BEEN APPRO~D BY THE C[TY OF RALEIGH
2 ~ SEGDON THRU ARM AND FlLTER ~ ~ ~v AND SHALL BE SO INSTALLED UNLESS A CHANGE i~~~~~j\~j/~ 12" SANITARY SEWER EASEMENTS ARE TO B£ RECORDED
~ NaT TD SCALE ~ ~ IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
~,a`~ PRIOR TO FINAL ACCEPTANCE.
~ PERSPECTIVE VIEW 'Q NOT Ta sGALE TEMPORARY DIVI:RSfON SWPLE OVERLAP
a TEMPORARY SEDIMENT BASIN rn' LINING STAPLES SIGNATURE: SYNTHETIC LINER TT~ANSPORTATION SERVI
0221009 FLARED ENa SECTI( ED END SECTION WITH RIP--RAP APRON
0227004 0227 [ ~ PUBLIC UTILITIES:
02 0243300 L
a CONSERVATION ENGkNEER:
/

r PREPARED IN THE OFFICE OF: CLIENT: °A~` PROJECT:
~
a ~ ~ .IC UTILITIES DEPARTMENT ~~~o M R~flN~Al~s°~I_:
N ~oQ°F~~'© q ~ncNsA~E. ~6-INCH RALEIGH REUSE RALEIGH, NORTH CAROLINA ~ ~ A
O N7 M
Q REV. No.: REVISION: DATE: DRAWN 8Y: CHECKED BY: r a 0001 ~ DAWN BY: PIPELINE - SEGMENT 2
/ This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose ?ELLA~EOUS STAI~IDARD DESIGNED B
Una cneni rar wnacn it was prepares. Maknie or anU improper MiUnce Un U115 UocumeM W11nou[ Wrixien ouinornzairon ana UaapT.aijon oy FrQ BOX UULM - KAL.EK41, NQR H CAKOUNA 270345-UU65 Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, inc. `
Copyright Klmley-Hom and Associates, inc., 2008 PHONE: [phone] FAX: [phone] D T AC 11 lj,~~~~ iV ATTACHED REFERENCE FILES: JOB NUMBER. SHEET NUMBER: CHECKED BY: 011003050 SEAL. KFC 31 OF 34

T NOTES:
14.9 CONCRETE THRUST BLOCKS, ARCH/ENCASEMENTS
T 41 ETC. SHALL BE 1=ORMED USING PLYWOOD OR SAND
0 BAGS, TO PROVIDE REQUIRED SHAPE.
S, D~
Q
N
EV
1 DD
O a
(V VALVE AS~MBLY NOTE: MANHOLE COVER ANf MANHOLE COVER AND FRAME
c~v 5EE DETAILS 0264000 ANR 0246(3(12 1 .WALL SECTION TO BE INSTAU~D IN L FRESHLY PLACED FOOTING Tb INSURE GROUT AS REGD. TYPICAL PAVEMENT ~
~ UNIFORM BEARING. fYP[CAL PAVEMENT SECTION
~ STANDARD THRUST COLLAR 2.ADD BARREL SECTIONS TO MANHOLE FINISHED GRADE
> SEE DETAIL 0222119 AS NECESSARY. a 3 ELMINATE FOOTING AT QPENING,
a x \ 1 C
' ° s ' ' ' D ° N ~ 4° RI~R RING •d •e, •a. ~e. • ~ , ; . a , a (MAX. 2 PER MANHO f° RI~R RING RIAI(. 2 PER MANHOLE)
TEMPORARY HOSE (REMOVE S.S. MANHOLE COVER}
2"~ CINtPORAlION STOP ~ MANHOLE STEPS AT a MANHOLE STEPS AT 16° BIND FLANGE MATH F---------------------------------------~ 2" THREADED PLUG. r €_______r_^__^___^__-_-^__,~^,..,.,,..,__., i
MANHOLE OPENING i-0° ID PRECAST MANHOLE .MAIN SIZE END PIPE 5fZE ~ i ~ ~
i6" MAIN- I THRUST COLLAR I ~ 5'-0° ID PRECAST M REQU FLED OFF~T PIPE OPENINi IFFSET PIPE OPENING g' - 12' SAME DIAMETER AS MAIN ~
GREATER THAN 16" MAEN - 2 THRUST MANHOLE STEPS COLLARS REQUHtEO, SEE DETAIL 0222119. AT 16" OC, b o~ PRESSURE AER RELEA APPROVED BY 'RESSURE AIR RELEA~ VALVE TB" & GREATER Puauc unlsT~s DEPT. ~ ~
5'-0° 10'-0" 10'-0" 5 _0 i a ~ w a GR~JND llNE STANDARD MANHOLE DOVER OR PAVEMENT TO BE t15ED SEE DETAlL
~ ~ 0 2° UNION U ~ UNION w-20. CDVER SHALL i< EKISRNG ~r READ "REUSE WATER". SANITARY
Z ~ THRUST COLLARS AT VALVES ~ GROUT ALL solNTs n ~ TROUT ALL SOINTS 3000 P,S.I. CONCRETE SEINER :{3 ~ (5' OU+ME71;R, 6' THICK) MANHOLE "
1~ AND LARGER ~ ~ a V ( ~ a
p. ~ 2" NPT GATE VALVE a a NPT GATE VALVE ~ o RonolN PIPE: XL~F' ANA
PRESSURE AIR RELEASE NPT BRASS NIPPLE ~ MIN. s'
°t VALVE ATTACHED B° MI - 2" NPT BRASS N1PPL PROPOSED PIPELINE 5 to' MAx. la' ~ ' ` 'ROPOSED PIPELENE p~'
PROPOSED PIPELINE (SEE "DOG HOUSE" TYPE DOG HOUSE" TYPE ~ --i ~ ~ •
A PLANS FOR SIZE) OPENING IN MANHOLE )PENING IN MANHOLE ,~y ~ v ~ s'-a" ~d}'.f;~~' M,l . -0 n BLaw aFF FrrrING
' ' 2'-0 12" LASS B CONCRETE ;LASS B CONCRETE O p ~ vAI.vE
' ° OUTSIDE FACE OF 9~ GO IIfTSIDE FACE OF o ~ ~ ~ ~ SEE DETAILS W-7, W-s sTEEL RaDS AND a~.TS SHALL I n ~ ~ ds w-e FOR THR{€ST BE 3/4" HOT DIPPED GALVANIZED
~ X . FOOTING MAY BE ~ d k a ~ n ~ CIRCULAR bR SQUARI ~QOTING MAY NE ©;17 ~ BLO(S~ INFORMATION 30~ P~ CONCRETE aRCULAR OR SQUARE ~ o n Y9TH 4' 1H[CKNE~
N ~ a5 0 ~ z7 TI MECHANICAL RESTRAINING
4° TQ 16" MAEN- I THRUST COLLAR REQUIRED ILL OENTER CORE OF ~ ~ ~ ~ ~ GEAroO 1} NO~ROD COUPLINGS ALLOwEO
GREATER THAN 16° MAIN - 2 THRUST N.C. DOT X67 Flll CENTER CORE OI CRUSHED STf~3E FETING ~1H STONE COLLARS REQUIRED, SEE DETAIL 0222119. F~2 DRAINAGE STING I'ATII STONE uT ~ DRAINAGE z ~ ~ c ~
PLAN SECTION
~r~~ ~ ~
PRESSURE AIR RELEASE VALVE ASSEMBLY (ARV) THRUST COLLARS AT BLOW-aF'E ~ ~
15094198 0 D
0222125
POTABLE WATER REUSE WATER
CENTERLINE OF
MAIN & MARKER CENTERLINE OF MAIN & MARKER
R 6W 'XATFR
KWN tA49KER
4'-6" PLASTIC ~
MARKER 4'_6" ~ PLASTIC MARKER
~~\~'~1~,. ~ DWG ~i ~ K
PRECAST CONCENTRIC C01dE ~GiION .r
4'4 FOR 12" VALVES TOP OF GRADE 5'~ FOR i6" VALYES FLG GATE VALVE TOP OF GRADE FLANGE % FLWCE -s 3
1.. 4AL~ T~flNISHE~ GR/~E ,
PAVEMENT SECTION FINISHED GRADE W/ FLG COUPLING 2'-6" 12" WOf.E ADAPTER (RESTRAINED) 2'-6" ~ TIA3d~ X FiMlriE V7itICI1 EXISTING
FILLED WITH 12" HOLE CONCRETE FILLED WITW ~ ~ SANITARY I SEVdER ~
GATE ~ VALVE - CONCRETE ~ Z ,NeT wux sro~ MANHOLE O Fuac~ x FLANGE EtBOw {sEE RGTE
'DOG HOUSE" TYPE OPENING IN MANHOLE o ~ uau ~
i r 14.0' 1 T4P OF CONCRETE A:y_ ;{'w .r.•Y'M1
MASS B CONCRETE 2'-O 12" W ~ BLOW OFF 6"- B`,... ~ r3 ~„~`''.;;...f•.,..
TYP UTSIDE FACE OF ~ ~ -E7 ° vuvE ~ ICI ~ ~ ~F
• FOOTING MAY BE a@ . d ~ CIRf2JLAR OR SQUARE sFF ;~r,Lxs w-a a O ~ W-A FOR THRt3ST
dn~ ~ D ~ ~ ~ ~ BLOCK 1NFt~)AATKW -
~.C. DOT Z LL CENTER CORE OF (TI
NOTE. CRUSHED STONE FOOTING iWTH STONE ~ ~ ~ ~ O NOTES:
1. CONE/WALL SEC110N TO BE INSTALLED IN FOR DRAINAGE FRESHLY PLACED FOOl1NG TO INSURE SECTION PLAN WATER MAIN ~ D ~ ~ ~ ~ U7 !TI m ~ DRILL 1/4" WEEP MOLE FOR STACK DRAINAGE INTO STONE.
UNIFORM BEARING. REUSE 2. DOUBLE 3/4" BRIDLE RODS ON BOTH SIDES.
2. AOO BARREL SECTtON5 TO MANHOLE WATER MAIN ~ ~ 3. INSTALL WATER MAIN MARKER AT R/W OR P/L TO
AS NEf~SSARY. 3. ELIMINATE FOOTING AT bPENfNG. 1. POTABLE WATER MARKER TO HI; BLUE IN COLOR. ~ ~ ~ ~ LOCATE MAIN. ~ ~ ~ 4. 3/4° RODS AND BOLTS TO BE HOT DIPPED GALVANIZED.
4. 2'-0" MRXIMUM DISTANCE FROM OUFSdpE 2. POTABLE WATER MARKER TO BE LABELED "RALEIGH WATER". Z ~ 6. END PIPE SIZE SHALL BE SAME AS MAIN SIZE.
OF MANHOLE TO FIRST PIPE JOINT. 3. REUSE MATER MARKER TO BE PURPLE IN COLOR. 6. APPROVED DOUBLE CHECK DEVICES ARE LOCATED AT END OF ° WATER MATERIALS SECTION. D
(EACH SIDE OF MANHOLE) 4. REUSE WATER MARKER TO BE LABELED "RALEIGW REUSE WATER". 5. TO BE SPACED EVERY 30O FEET ON EACW SIDE OF ROADWAY OR TRENCH.
GATE VALVE ASSEMBLY TANDA D IN ~ VALVE
S R MA (WIT)iIN RESTRAINED JOINT SEGMENT]
~ MARKERS FOR POTABLE & REUSE
WATER IN EASEMENTS 02fi4001R
I ° W-13 N
UTILITY kNSTALLATIONS AND OTHER PUBLIC
m o~ FACILJIIES, INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
3 AS SPECIFIED BY CITY CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
Y C Cf AND SHALL BE SO INSTALLED UNLESS A CHANGE
H IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED
Q i+ PRIOR TO FINAL ACCEPTANCE.
C SIGNRTURE:
R d TRANSPORTATION SERVICES'
V3
3 PUBLIC UTILITIES: ~ V
Q CONSERVATION ENGINEER:
N
N 7 d
€Y ~ PREPARED IN rnE OFFICE 4F: CLIENT; oATE:_ _ PROJECT:
v ~
~ i ar ¦ rIC UTILITIES DEPARTMENT Cr HORlZflNTAI O~:
a u~ ~°Q VERTICA~LISALE: ¦ 6-INCH RALEIGH REUSE
a ~ ~ RALEIGH, NORTH CAROLINA ~ A
a TITLE: REV. No:. REVISION: DATE; DRAWN BY; CHECKED HY: , ~ ~ flf1~ ~ DRAWN 6Y: PIPELINE ~ SEGMENT
~ This document, #agether with the concepts and designs presen#ed herein, as an instrument of service, is Intended anEy for the spenlfic purpose ~ELLANEOUS STANDARD F~~IN4~~C'J~~'t DESIGNEp B
ana client Tar wnicn it was preparea. neuse oT ana improper reliance on is aocument witnout written autnonzation ana aaaptation oy P.O. BOX 33= - RALBUI, NORTH GAROUNA 27W6-3 68 Kimsey-Nom and Associates, Inc. shall be without liability to Kimsey-Horn and Associates, Inc,
Copyright Kimsey-Horn and Associates, Inc., 2008 PHONE: [phone] FAX- (M) 677-20W DETAILS I'' V CHECKED BY: ATTACHED REFERENCE FlLES: JOB NUMBER: SHEET NUMBER: s~,~: KFC 011063050 32 OF 34

NOTES:
12.1 CONCRETE THRUST BLOCKS, ARC)-[/ENCASEMENTS
~ W m ETC. 5)-[ALL BE FORMED USING PLYWOOD OR SAND
n BAGS TO PROVIDE REQUIRED SHAPE.
m
~ ~ COMPACTED BAf~(f1LL ~ COMPACTED BACKFILL ¦ ro \ ~ \ 1/2 S 1/2 S 1.5 ASPHALT CONCRETE ASPHALT CONCRETE SURFACE TYPE 1/2 S 1/2 S 2' ASPHALT CONCRETE SURFACE TYPE 3 {AT A RATE OF 168 LBS{SY) S9.5B {AT A RATE pF 225165/SY)
i i T~ OF ROCK S9.5B (AT A RATE OF 1fi cv \ \ ~ I \ ~ \ \
ao ~ ~ /a t'-O" t'-O" 2.5° ASPHALT CONCRETE ASPHALT CONCRETE INTERMEDIATE 1'~0° t'-0°
o ° cauRSE TYPE 1 19.DB ~ ~ SELECT BACKFILL SELECT BACKfILL (M~) (~N) (AT AN AVERAGE RATE C '.SE TYPE t-19.08 ~ AVERAGE RATE DF 285 LBS/SY) {MIN) (MIN)
MATERIAL (NO MATERIAL MAIERIAL OR CRUSHED
~ LARGER THAN 2") STONE t f8 P1PE O.D.
BELOW PIPE (MIN. 6")
~ AND M1N. OF 12° OVER E m TOP OF PIPE.
0 z
/
\ 8° AGGREGATE BASE COURSE 6 AGGREGATE BAS COURSE
~ TRENCH WIDTH \ BITUMINOUS TACK COAT TRENCH 'MOTH \ BITUMINOUS TACK COAT 11NOUS TACK COAT UPPER 12" OF SUBGRADE TO
/ TYPE A TYPE A UPPER lz" DF SUB6RADE TO BE COMPACTED TO 98q
IN RACK BE COMPACTED TO 98% OF ~ \ ASPHALT PAI+EMENTS IN EARTH MAZ. nENSlrr A5 PRESCt~BEn STANDARD PROCTOR. / ASPHALT PAVEMENTS / ~ TYPE S9.58 S1IRFACE COURSE PER NCDOi SPECIFlCATION
TYPE 59.58 SURFACE COURSE PER NCnOr SPE BY STANDARD PROCTOR C~IPACTED TYPE I-19.OB INTERMEDIATE COURSE PER NCD( !SE PER NCDOT SPECIFICATION ~ COMPACTED :COURSE PER NCDOT SPECIFfCATION ~ BACKFILL
0222100 0222101 ~ \ / BACKFIIL
/
TYPICAL ASPHALT DRIVEWAY REPLACEMENT
TYPICAL PAVEMENT REPLACEMENT ~Q~J
COMPACTED BACKFILL 0251304
COMPACTED BACKFILL / ` ~ p i ~ 6
\ -
~ ~ ~ / ~ ~ 5ANnBAGS CONTR / ri OPTION
~ SELECT BACKFILL `
MATERIAL (NO MATERIAL ; :8?. CLASS B CONC
LARGER THAN 2°}
SELECT BACKFILL NOTE:. NO ENCASEMENT REWIRED FOR MATERIAL (NO MATERIAL SPAN GREATER THAN 12° UNDISTURBED CONCRETE THRUST BLOCK SCHEDULE* EARTH PIPE BEND DESIGN
LARGER THAN 2°} / / ~ / / / / / / j`~,` SIZE 90o TEE 46p 22 1 20 11 1 4~ & 5 5 $fl PRESSURE
/ /j\ CRUSHED STONE 3 8 PIPE 'l ~ \ ~ \ ~ \ ~ \ ~ ~ ~ 1N H L N L H L H L P51
/ / ~ / O.D. BELOW PIPE (MIN. 6") ~ W t2~ ~ 6.0 26 5.3 1.9 3.9 1.4 2.8 1.D 2.0 350 8.0 3,5 7.0 2.5 5.t L8 3.7 t.3 2,6 350
AND UP TO PIPE MIDPOINT PLOWABLE FILL 6' PIPE 6° CLASS B 10.0 4.2 $.5 3.1 6.3 2,2 4.5 1.6 3.2 35D
FULL TRENCH WIDTH O.Q. 4~o CQNCRETE 12.0 5.0 10.1 3.7 7.5 26 5.3 1.9 3.8 350 14.0 5.8 11.7 4.3 8.6 3.1 6.2 2.2 4,4 350
CaNCRETE ARCFf (SEE NDTE t} 16.0 6.6 13,3 4.9 9.8 3.5 7.0 2.5 5.0 350
(5EE NorE TYPE D ` 18.0 7.4 14.9 5.5 11.0 3.9 7.9 2,8 5.6 350 20.D 8.2 16.5 6.1 12.2 4.3 8.7 3,1 6.2 350
0222105 PROPOSED EXIST E1fIST ~ ~ 24.D 9.9 19.8 7.2 14.5 5.2 10.4 3,7 7.4 350
0222102 PIPELINE PIPE f~:: PIPE ~ ~ 30.D 12.2 24.5 9.0 18.0 6,4 12.9 4.5 9.1 350 ~ 36.0 14.6 29.3 10.8 21.6 7.7 15.4 5.4 10.9 350
42.0 17.0 34.D 125 25.D 8.9 17.9 6.3 12.7 350
6 MIN 12° MAX 6" M€N 48.0 39.4 3$.8 14.3 2$.6 1D.2 20,4 7.2 14.5 350 12° MAX 54.0 22.0 44,0 16.2 32.4 11.5 23.1 8.2 16.4 35D
12" MAX 60.0 23.5 47.1 17.3 34.7 12.4 24.8 8.8 17.6 350
} ORIGINAL GRADE ~ ' 64.0 25.1 50.2 18.4 36.9 13.2 26,4 9.3 1$.7 3SD
EXIST : - ~ PROPOSED TYPICAL SECTION * BASED ~ AVERAGE SDEt PAS~VE BEARING TEE ~ BEND STRENGTH OF 2000 PSF USING 5F OF 1.5
PIPE PIPELINE
COMP CTEn B CKFILL \ A A / oz~z~ ~ 4~
\ / 12" 1" T<~CK COMPRESSIBLE
MIN JOINT FlLLER MATERIAL
0 ! / SANDBAGS - CONTR 1 2L t zL
OPTION PRaPOSED PIPELINE OVER E)fIST PIPE PROPOSED PIPELINE UNDER EXIST PIPE )T PIPE CLASS B CLASS B
a z CONCRETE OONCRETE ~ /
TRENCH EXCAVATION LIMITS 02221 ~ (3 INTERNAL Y W ~ / ~ UNDISTURBED \ EARTH \ i
CLASS B CONCRETE DIAMETER WIDTH OF TRENCH N ~v,
~ ~ 6° MIN ALL AROUND OF PIPE MAX W=MIN ~ PIPE 4 -6 3'-9° 2'-O°
8 -t0 3-9 2-
12 3'-9° O.D.+2' 'f
~
CONCRETE ENCA~IalENT 24 4'-11" o.D.+2' (SEE NOTE 1) 27 5'-9" O.D.+2' /
UNDISTURBED
36" T-4 Q.D.+2' 0222104 42 $`-2" O, .+2 ~ ~ ~ ~ ~ i EARTH
4$" 8'-9" O.D.+2`
54 $'-4" O.D.+2` CR05S BRACING 60 9 -10" O.b.+2'
72 11'-0" O.D.+2'
` , ~ 78" 1t'-8° O.D.+2' ii// ~ "
PLAN -TEE THRUST BLOCKS PLAN BEND {SEE NaTE 1)
" / ~ 96 13 -0" O.D.+2' ~ SFIEEIING ~
z PfPELINE tO8" t4'-0" O.n.2' ~ ~ 18" ~ (DIAMETER VARIES) nEPTH S \ /
~ OF MAXIMUM PAVEMENT ~~2~~~$
CLASS B CONCRETE CUT REPLACEMENT WIDTH
~ • ?10-12' S=W+16'
fi" TRENCH 4~nTH 6" >14-16' S=W+24
VARIES >16-18' S=W+28' rn >18' S=W+32'
a SECTIQN W =TRENCH N9DTii AT BOTTOM DF
~ PIPE TRENCH SIDE SLOPES SHALL
~ BE IN ACCORDANCE WITH OSHA I REOUIREMENI'S.
U UTILITY INSTALLATIONS AND OTHER PUBLIC
0222110 FACILITIES, INCLUDING SIDEWALKS AND HAND[GAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
3 ~ ~ CLASS B CONCRETE o / r~leAL sHEErING AS SPECIFIED BY CITY CODE. THESE FACILITIES HAVE
Y ~ ~ \ BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL 8E SD INSTALLED UNLESS A CHANGE
0222121 IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED
0 6° 6" t PRIG TO FINAL ACCEPTANCE.
c SIGNATURE:
a. PLfiIV i1 TRANSPORTATIONS GES~
m
PUBL[C U71LIT1E
% ANTI--SEEPAGE CaLLAR
a 0260113 CONSERVATION ENGINEER:
a
~ PREPAREA 1N THE OFFICE OF; CLIENT:
a, ~ DATE: _ PROJECT;
0 ~ ~ .IC UTILITIES DEPARTMENT RZDN~TAL
O u)
b ~ A RALEIGH NGRTH CARCILINA ~ VERIICALISALE: ~ 6-INCH RALEIGH REUSE ' ~q N A PIPELINE -SEGMENT 2
Q TITLE: ftEV, No.: REVISION: DATE: DRAWN BY: CHECKED 6Y: k r f1 !t/1 I C~ DRAN'PE CLS
~ Thta document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the ~eelfic purpase T ~ELLANE~IUS STANQARD lA`I~U~U~C~ DESIGNED EY:
ana cttent Tor wnicn it was preparea. tteuse or cna improper retrance on tnts document without written outnortzatton ona aaapta ton by PO. BOX WOW - RALEIC i, NORTH CAflOUNA 27636-3068 Kimsey-Mom and Associates, Inc. shall be without liability to Kimsey-Horn and Associates, Inc.
Copyright Kiley-Horn and Associates, Inc., 2008 PHONE: [phone] FAX: [phone] DETAILS ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: CHECKED BY. SEAL Kc 011063050 33 OF 34

NOTES;
a 13.1 CONCRETE THRUST BLOCKS, ARCH/ENCASEMENTS
d ETC. SHRLL BE FORMED USING PLYWOOD OR SAND
0 BAGS, TO PROVIDE REQUIRED SHAPE.
s, m
E TURN DOWN ELBOW IMTH ~ a INSEGT SCREEN LOCATE BACKING BOLTS, TYP
~ CA~NG PIPE, SEE 8" BRICK BULKHEAD AT EACH 1 AS SHOWN ON THE
N SPEGIFICATIONS FOR END OF GASING PIPE CONTRACT DRAWINGS NOTE: EMBED INTO GONG PAD, 2-INCH AL NUMBERS AND TiGK-MARK FLANGED ADAPTER
1 MATERIAL REQUIREMENTS (WATERTI(~IT} INDIGATING SIZE OF VALVE AND DIRECTION OF PIPELINE,
a NUMBERS NOT REQUIRED ON FIRE HYDRANTS. FLG x PE PIEGE, LENGTH AS RE(,~
N 2" GALV VENT -ONE ° a CARRIER PIPE PER CASING, AT HIGH 2-0 z 2--0 r o
~i END OF GASING SQUARE CONCRETE PAD a ~ N TYPICAL SEE NOTE ABOVE U ~
PAVEMENT VALVE BOX T~ SEC710N a
E SEC71 WITH COVER ~ a FIN{SHED TEEL TABS, TYP
GRADE n
f\ ~ °
® CONG CRADLE -EXTEND ~ ~ FROM END OF GASING TO ~ ~
FIRST JOINT OF CARRIER THREADED RODS, TYP LENGTH AS REQD
PROVIDE 3/4° WEEP HOLE 1N PIPE (MIN 5 LINEAR FEET CENTER ~GTION BULKHEAD AT LOW END OF Of GONC CRADLE LENGTH AS READ } ( )
CASING PIPE AND 1/4
PIPE AL7GNM£NT GUIDE, ONE CU YD OF GRU`~-IED STONE PER PIPE LENGTH AT BELL AT WEEP HOLE
VALVE 64X PAD TYPICAL CASING NOTE: ALL fLANGED ADAPTERS SHALL 8E HARNESSED AND BAGK BOLTED
NOTE: OMIT VENT PIPE AND GROUT O264Q05 TO PREVENT M01~MENT 6N EITHER DIREC110N. SEE THREADED ROD SCHEDULE TOR ROD DIAMETER, MATEREAL AND STEEL TAB THICKNESS.
GASING FOR CREEK GROSSING 0232201 APPLICATIONS.
HARNESSED FLANGED ADAPTER
1516402
6
1
GASING PIPE STANDARD RECLAIMED (UNPAYfD AREAS) -{UNPAVED AREAS) CONCRETE ENCASEMENT APPROVED idE1HOD FOR D(TENS10~! OAF VALVE Box NOTE: 2'x 2`x B" CONCRETE
VAL1~ BOX COVER- CONCRETE ENCASE PAD RERUHtEp OH ALL VALVES. AT 3000 P.S,L NO PRECAST CONCRECE OOUGBNUT ALLOWED.
GABBIER PIPE AT 3000 P.S.I. P Z N HOLE DIAMETER TYPIOAL fINYSHED GRADE ~ ~ a ~ TYPICAL FINISHED GRADE ' .p ~ IN UNPAVED RREAS 7~° • v. . 3 ; ,a
SEE THREADED YN PAVED AREAS r N SEE STANDARD W-18 -6 ' 'p ° ~ ' : p
STL PLATE ROD SCHEDULE ~ _ - ~ I I- ( 4' 2 _0°"' FOR GOVER DETAILS. e . d, ArER n 2,
tl ° 3 - ~ I- 1 THK, X 6 LG. ~ I X I~DTH READ. - 1 I I { • a,' 4
iv STEEL TAB THK „ (PAVED AREAS) t 1" •Q . . v . ''Q. ' T2° THICKNESS h2, • p •p
~ SEE THREADED - `~l ROD SCHEDULE BASE canRSE _ °~l H OR HB BITUMINOUS • e4 " <'a .~dt ' r'; CONCRETE MAY BE USED a , a ~ a ~,5. STANDARD VALVE BOX ' • ~
3 4°~ BOLTS ~ ~ ' . - ~ , _ ~ ..8 TOP SEG710N TO BE 2 ~ DOMESTIC 6 j
(2 QD- ~ ~ .3., . EA. SIDE} $ . (PAVED AREAS) - ~ . ~ SO LBS. HEAVY WEIGHT CASTING Q N PAVEMENT
12' THICKNESS I-2, _ k X H OR HB 61TUM1NOUS TAMPI o ~':+~TAMPED {UNPAVEflAREAS)
i ~ BACKI I BACKFlLL CONCRETE ENCASEMENT c a.: ` ` i~ : AT 34D0 P,S.1. a° _ ~:,K;R
1 2" CLEAR TYP 1° RAD ON corlcRETE MAY usED / ~ ALL CORNERS . m ` 1" d m :t ~ VALVE ~X l ji':fr a . ~~;~.~s;;f COVER '~'>r:e~:
VALVE Box . v , ' `rs ~i
PIPE ALIGNMENT GUIDE `r' - _ VALVE 80X COVER,
PIPE OR FLANGE ~ ~ _ 0232204 ~ NOTE TO C TRQ~1 ACTOR: - PANTONE 522 PURPLE. VALVE BOX '
SHRDUD OD VALVE BOX SHOULD NOT CONTACT MR1N OR VALVE. . ~ GATE VALVE -'~GATE~VAL~ t~s,: USE 5" SOIL PIPE _
r, t. ONLY MANUFACTURED VALVE BOX EXTENSIONS FOR EXTEN510NS
STET. TAB CAUTION RECLAIMED WATER CAUTION RECLAIMS DO NOT DRINK DD NOT DRII .CAUTION RECLAIMED WATER SHALL BE ALLOWED, ~ • , DO NOT DRINK 2, VALVE OPERATING NUT MUST BE EXTENDED SO 7HAT TAMPED ,
1516401 . THE DEPTH tS NO GRERTER THAN 5` {ft.j FROM BACKFlLL•' ' ' THE SURFACE USING A MANUFACTURER APPROVED EXTENSION
B RECLAIMED MAIN, D.Y.P. OR : _ KIT. \
MIN PvC 12-Y BARS BLOCKING TAMPED ~TRMPED 3. PRECAST CONCRETE ENCASEMENT IS ALLOWED BACKFlLL OUTSIDE OF PAVED AREAS.
SPACED AS SHOWN THRUST COLLAR PANTONE 522 PURPLE BACKFlLL ( }
SECTION VIEW CITY OF RALEEGH ©EPARTMENT Of PUBLIC UTIL7TEES WATER ALVE
TYPICAL CONCRETE THRUST
COLLAR. MIN OF (R°} INTO RECLAIMED WATER VALVE o a AND BOX INSTALLATION MAIN
UNDISTURBED MATERIAL DWG. N0. REVISIONS: DATE: REVISIONS: DATE. STAB-IN C.i. OR TAMPED.
ALL AROUND DHL iD t1 0 D.I. PIPE GASKET BACKFlLL ; R-1 .
5" NOTES: 5 t/2"-5 5/8" f) VALVE BOx NOT TO CONTACT WAT€R IdJdN
THIt~ADI~I? RiID SGHEDULIr 2) Al.L TRAFF[C CASTINGS MUST 6E CLASS 35
DESIGN PRESSURE DIMEN~ONS IN INCHES OR GREATER, 3) FOR ANY VALVES OVER tO' DEEP, A VALVE
TRENCH BOTTOM 50 I 1" RRISED LETTERING PIPE PS 140 PSI 150 PSI 24O PSI 250 PSI 300 PSi 35O PSl 5I4 RECY=ssED Y"LDSN 1" RRISED LETTERING STEM EXTENSit#N MUST BE USED TO BRING TO A DEPTH OF' NO MORE THAN 5'.
3° CLR TYP SIZE BOLTS TAB BDLTS TAB BOLTS TAB BOLTS TAB BOLTS TAB BOLTS TAB BOLTS 7A8 ~ ) {RECESSED FLUSH) STANDARD VALVE BOX a~}STOrAL vALVe Box wEtGHr: MINIMUM of se
NO-DIA THK NO-DIR THK NO-DIA THK NO-DIA THK NO-DIA THK NO-DIA THK NO-DIA THK sY~ (2) CLOSED {2) CLOSED PECKHOLES BOTTOM SECTION BOX S!-iALL BE CENTERED
ELEVATION 4,6 2-3/4 1 2-3f4 1 2-3/4 1 2-3 4 1 2-3/4 1 2--3/4 1 2--3/4 1 Y~" 8 2-3/4 t 1 4 2-3 4 1 1/4 2-3/4 1 1/4 2-3 4 1 1/4 2-3/4 1 1 4 4-3/4 1 1/4 4-3 4 1 1 4 6~" g~4 ~ OVER VALVE CITY OF RALEIGH
10 2-3/4 1 1/4 2-3/4 1 1/4 2-3/4 1 1 4 4-3f4 1 i/4 4-3/4 1 1/4 4-3 4 1 1 4 4-3/4 1 1/4 xPCiAU~o I DEPARTMENT OF PUBLC UTILITIES
12 2-3 4 1 1 4 2-3 4 1 1 4 4-3 4 1 1 4 4-3 4 1 1 4 6-3 4 1 1 4 6-3 4 '1 1 4 fi-3 4 1 1 4 ~ wnrat l f l f ..f ALL PARTS SHALL BE DF VALVE BOX INSTALLATION THE SAME MATERIAL, AND s 7 e._e.
~ 14 2-3 4 1 1/2 4-3/4 1 9 2 4--3 4 1 1 2 ~ 1 ~ ~ A-;1 ~ # ~ 4-~ ~ '1 $ ~ 4 $ # ? TRENCH A ~ ~ SUPPLIED BY THE SAME ~r s a"-s ~ z AND EXTENSION DETAIL
16 2-3 4 1 1 2 4-3 4 1 1 2 $-3 4 1 1 2:r;":4-~::4::::::::'i::'1:.~::::::4-3.4:::"::a:~:a~:::?::;4e3~:4::~;::4~::;3: ~::6~:3.:4:::;•::;?'C::1 1 / / / NXDTH MIN > 18 2-3 4 1 3 4 4-3 4 1 4 8- : :a;:::°..::: a ; t::: ~ : ~ 't::~:...::.:.....,;:;;; VAVVE BOX COVER, 5 MANUFACTURER 10 t ~"-st" DWG. NO. REVISIONS DATE REV1510NS DATE
/ / ~ 3 ~ 1 3/4 ,::4:::::.:.$::,~ :.?$:•::.:~3.":~ :?~:.:::f`#°143 ,?~.......1.,.~ PANTONE 522 PURPLE. TYPICAL CONCRETE THRUST _ 20 4 3 4 1 3 4 :::~..~~;;:~;•`.~`'".:.4::~:i:#:=:` ::'1::;;;:.':: `.~:~~;::::.:..;?:2"- j Y.OA. 12-33- 1 RRH -31-D
COLLAR. MIN OF (A }INTO 24 4-3 4 2 ~:.9~;.3:.~•:::.::.::-~.:;,....:::fiM.;~ .4::::.:::::2::::::::::6.-~ :::~3 .•4::•.: a: ~::2::::::: •:,9T1--3 .4.....:......~.......'tQ...~ ..4...........2....... a W-1 ] D.W.C. 9-7-99 - -
UNDISTURBED SOII / - ` a z 30 4-1 2 1 4 ":.4.-1::.::. 4....:::.9~1.::~.:Z::.1..;9•..::::::..~i.~#;:::~:.~•,T• , :~:~:t<.:4:. ,.19?..~ $ 4~ :.$1~$:;:::°;.:~::T~ >
a°
2 1 4 1 4 2 3 4 4.:~,T;1' .4: s2':~.:4:; :.Gim:1;:4:::.4:: ~~:3.4: ;:8'~~~:;':1::4::: ~2.:~ 4'•: TU.~.1-.t •.4:; 2~:~`..4:~ 421:•:.9" .4::::x•:3.4:: 't~~'t:•::€:.:4.:: •:2:-~ .4:~: / ...........f........~
48 -t 1 4 2 3/4 4W:#:::T-.:~::::~::~" ::~:~:~::•~::..4:, :~,$w:$::;] :d:~:": T~~T::.$ :'4:; :$:$::1 •~;::~:":;~:4:"::$:4.-:#::;~ wQ ~y~' COMPLETE I30X
6-X BARS ~ ~ 54 -1 1 4 3 #8,::#.:•:$::.?#:.::::.-.v*..::::~#-~.:.:$ EACH WAY, EACH FACE 1. THREADED RODS FOR ALL PIPE DIAMETERS IN THE SHADED AREA SHALL BE ASTM Ai93 GRADE B7. s• ~ ~ NOTES:
( } 2. ALL OTHER THREADED RODS SHALL BE ASTM A3fi. ALL TABS SHALL BE ASTM A572 GR50. ~ t) VALVE 6OX COVER SHALL WEIOH A MINIMUM 13 16s.
~ 3. ASTM A193 (GRADE B7} RODS SHALL BE LABELED AND BUNDLED SEPARATELY. ; ~ ~ 2) ENTIRE VALVE BOX AS5EMDLY & COVER SHALL BE > CAST FROM CLASS 35 (~tAY IRON.
~ a ? 4. THIS SCHEDULE SHALL APPLY FOR HARNESSED FLANGED ADAPTERS, HARNESSED FLEXIBLE COUPLINGS ~ ~ AND ALL MECHANICAL JOINT COUPLINGS, SLEEVES ETC. THAT ARE REQUIRED TO BE HARNESSED, n 3) ASSEMBLY SHALL BE DOMESTICALLY MADE AND MANUFACTURED IN THE U.S.A.
I 5. RODS THREADED AT ENDS (INCLUDING NUTS} SHALL BE EQUALLY SPACED AROUND PIPE BETWEEN s~ 4) ASSEMBLY OTHER THAN COVER SHALL BE PAINTED
~ 12-Y DABS ° ALL MECHANICAL JOINT FITTINGS TEE VALVES BEND PLUG ETC. OR RS OTHERWISE SHOWN ON ~ u 3 CLR TYP ( ~ ~ BLACK. UTILITY INSTALLATIONS AND OTHER PUBLIC
(SPACED A5 SHOWN) THE GQNTRACT DRAWINGS. THREADED RODS SHALL BE AS SHOWN IN THE THREADED ROD ~---s5~"-^ s SCHEDULE. SEE NOTE 6. BOTTOMI SECTION s516"~ FACILITIES, INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
THRUST COLLAR 6. RODS, NUTS, ETC., IN CONTACT WITH SQL SHALL BE PAINTED WITH TWO COATS GOAL TAR RS SPECIFIED BY CITY CODE THESE FAC11171ES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
~ (MIN 26 DRY M[L THICKNESS) TNEMEC 46-465 Hl-BUILD OR EQUAL Y SQUARE UPPER ~UARE UPPER SEC110N CITY 4F RALEIGH AND SHALL BE SO INSTALLED UNLESS A CHANGE
~ PIPE SIZE X BARS Y BARS A B IS AUTHORISED BY WRITTEN APPROVAL, PUBLIC DEPARTMENT QF' PUBLIC UTILITIES SANITARY SEWER EASEMENTS ARE TO BE RECORDED
° fi°-3fi" ~ 1~-4" 1~-7° 151 fi403 STANDARD VALVE BOX PRIOR TO FCNAL ACCEPTANCE.
42"& > ~6 fj6 1`-8" 1'-9" (FOR RECLAIMED MATER) SIGNATURE:
a rl DWG. NO. REVISIONS: DATE: REVISIONS: DATE:
0222119 DHi. 10 11 0 TRANSPORTATION SER E - R-2
PUBLIC EITiLITIES: °
n
Q CONSERVATION ENGINEER:
U G~
~i W
GC PREPARED IN THE OFFICE OF: CLIENT: DATE: PROJECT;

a~ .IC .UTILITIES DEPARTMENT DD "-11-°~ ~~~`Q HoRtzaNTAL SCALE:
b u) RALEIGH NORTH CAROLINA ° ~R-~GSALE: ~ ~-INCH RALEIGH REUSE
O h~ E
O TITLE: REV. No.: REV[S€ON: DATE: DRAWN BY: CHECKED BY: ~ j~((}}q N A PIPELINE -SEGMENT 2 1 O lfU I DRAWN ~LS
~ ih[s document, #ogether with the cc~ICepts and designs presented herein, as an instrument of service, is intended only for the specific purpose ' ~ELLANEOUS STANDARD ~ DESIGNED
(Ina cnent tor wntcn it was preparea. meuse or ano improper reuonce on tnis aocument wimout written outnorizanon ano acaptouon oy P,Q, ®OX 33068 - RALEK3Ji, NORTH GAROUNA 27WO-30fi8 Kim4ey-Horn and Associates, Inc. shall be without liability to Kimley-Hom and Associates, Inc. 4 1~ B ATTACHED REFERENCE FILES: J08 NUMBER: SHEET NUMBER:
Copyright Kimley-Hom and Associates, Inc., 2008 PHONE (9S) 677""2000 FAX: [phone] ]L/ C CHECKED BY: 011063050 SEAL: KFC 34 of 34 J/ArK