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THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF W SEWER AND/OR REUSE, AS APPROVED IN THESE PLANS. IS RESPONSIBLE CONTACTING THE PUBLIC WORKS DEPARTMENT AT [phone]. AND TH PUBLIC UTILITIES DEPARTMENT AT 919-B57-45an qT ~„Eq~ TyyENN FOUR ' • ~ J OF - - ~ f i
WATE R F i.,, ~ isle - LE w.. FO r R ,y, ~ ~ y M ti
, ,.,~,,.y,,,,,, , 'r~ AND T , ~ . . ~ ~ . , HE x~ w .
HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. 'i ' -
FAILURE TO NOTIFY BOTH CIN DEPARTMENTS IN ADVANCE OF BEGINNING ~ ~ • ~
CONSTRUCTION. WILL RESULT IN THE ISSUANCE OF MONETARY FlNES. AND ~ ? . ~ ~ NING AND ~ - PUBLIC
REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPEC AS A RESULT OF THIS NOTIFICATION FAILURE. ~ . , _ ~ f ~ ~ . EC ~ . TED . r. .SEWER CO I FrTION f EXT NSION SY TEM
, 1 ~ ~ r' l i Y,
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERMITTED PLANS ON THE J08SITE, OR ANY OTHER VIOLATION OF CITY OF 1 ~ ~ E THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE
RALEIGH STANDARDS WILL RESULT IN A FlNE AND POSS~R~ F' ~tr~ . ~cin~~ FRO FUTURE WORK tN THE CITY OF RALEIGH. ITY ~ . ~ ~ OF r ~ t ~ ~ 1 ~ ' _ CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIgI. qND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE
0~I . ~ ; . E f ~ ~ ~ ~ , I . ~ ~ ~ ~ ~ . ~ f STANDARDS AND SPECIFlCATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK.
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y1 ~ K. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT
1 ~ ~1 d ' .
~ ~ ~ ; • ~ ~ AUTHORIZATION TO CONSTRUCT
~ ~ ¦ ,Y - ~ ~ .ww..~ w. v., ,w. ~ i j n.. Y M. + . , ~ , I , . . DATE_
DRAWING INDEX ' ~ , . , ,w ~ P t
r,. ~ r.r-~~ F ~ i~ , ' OR ES ~ ~ ILLE ~ . ~ ~ , ~ rr ; + i. F L + ~ ~
C-1 FORESIVILLE FARMS SITE PLAN, PROFlLE, NOTES, ABBREVIATIONS AND C-2 FOREST OAKS SITE PLAN, PROFILE. AND NOTES FARuu , ITIS a S ~ ~ I ,.i '~~r 1 y. ~ ~1 I~~ a i A of ~ . r ND ECT US sr LEGE ~ ND 1 sr~aci~
C-3 DETAILS REST , 3 . i ~ S r ~ OAK ^a , ~ f~• 1 , ~ k~
` C-4 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS a y , ' , , P OJ ECT . , ~x~ . ~ 1 C ~ r, ~ - . ,
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SfAI NOT Vlll~ QATED Stearns 8~ Wheler PLLC
Environmental Engineers and Scientists
CITY OF RALEIGH .C.P .E. UCE NE N0. 020 895 3128 HIGHWOODS BOULEVARD
PUBLIC UTILITIES DEPARTMENT SUITE 140
219 FAYETTEVILLE MALL JOB RALEIGH, NORTH CAROLINA 27604
ONE EXCHANGE PLAZA RALEIGH, NORTH CAROLINA 27607 612 07 .30 PHONE: [phone]
FAX [phone]
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_ '
ABBREVIATIONS
- _
APPROX APPROXIMATE N NORTH H
3ER
BM BENCH MARK NO NUMBER
~qTy CABLE N PVC POLYVINYL C ~ CENTERLINE RCP REINFORCED VINYL CHLORIDE
~ / FORCED CONCRETE PIPE
~ . ~ \ ~ M DRAIN
~ CMP CONCRETE MASONRY PIPE SD STORM DRAI ~ CO CLEAN OUT SS SANITARY S DIA DIAMETER SSMH SANITARY S DIP DUCTILE IRON PIPE T TELEPHONE
fARY SEWER
3304 DAINGERFIE DR. A SEWER MANHOLE
BK 6344 PG 62
. ~ I ;PHONE
~ SSMH Pfp TYPICAL CAL
4019 CASHEW DR. BK 9008 PG 105 ~ R/M 227.93 E EAST /NV A" /N 222.OB UGE UNDERGROU A" /NV B" /N 221.98 EX EXISTING ERGROUND ELECTRIC
/ HOR. HORIZONTAL VER . VERTICAL ncAL
W ,STORM ORA/N EASEMENT B N 8" PVC .SAN/T.4RY ER
7 ~ SE~YER INV INVERT W WATER
~ 1 • ' 4 "PVC ~ ~ LF LINEAR FEET W/ WITH
~ ~ SSMH NO 2 TO BE REMOVED MAX MAXIMUM TEXT TEXT REPR MH MANHOLE TEXT TEXT REPR MIN MINIMUM r REPRESENTING EXISTING CONDITIONS
PUMP/NG STAT/ON ST.4T~ON M TO BE REMOVED - Bf-/' {y/DE C/RC ~yJ 8" SANITARY SEWER SEE DEMO NOTES R/M 237. 14 T/ON MH ~ N 774035.83 SEE NOTES 5 AND 10 T REPRESENTS NEW CONSTRUCTION
~ C/RCULAR WELL ~ E 2142086.31 14 ,gyp' PR/PATE STORM ORAU! E?SE'NENT ~
~N p27 TRANSFORMER ~
PR/l~i4CY FESCE /NV "4 " /N 227. U~ ¢B~ CMP OBE REM ED - \ ~ ` BOTTOM OF KEEL OF WELL 218.94 fE 8 _ _ g" PVC CLEAN OUT ~ SSMH ~ R/M 228.9.3
~ Q STORM ORA/N'-' - - SE~~~ ~ ~ SEE NOTE 8 • - - SANITARY SEWER ~ TO BE REb10VED ~ / d - - S TE 9 /NV :4 " /N 219.28
BENCHMARK 60D SP/KE SCE SSMH NO 5 ~ . ~ ~ ORAF`Y CONSTRU,~T~p - 3"I 33211 1 ~ EASEMENT ~ ~ A ~ ~ /NV B" /N 219.28
244..3.3' ss N 773833.90 ~ _ ~ - N 773684.09 ss E 2142166.32 ~ ~ DOUBLE ~Y~NG HEAD l~Yf1LL _ - 22 - - _ - _ ~ /NV C" /N 220.58 B ~ /NV D " OUT 217.98
E 2142209.27 J~ s A " / / Bw 5;%
18 ~ RCP A p CLEANOUT O 1 I B~ so F WYE Ot~ 1 / _ 5 / Tom" ' ~ . ~
~ SEWER ISS s ---t-____- S~ a - - _ ~ ~2 /o , J„~~N.~
. NECESSARY. ELOCATE do i ; ; . , g-R~N I \ % , - ~ ~ EX/ST/NC 40' C/lY OF BALE/G'H ; ~ j~ ~ _ ' _ _ a - - rION
I j_ _ j/ TEMPORARY ~ BENCNMf1RK 60D SP/KE TP ~ TREE PROTECTION
~ p _ .AF.. C~fEQr ~DN€- 1- CONSTRUCTION EASEMENT / - ~ .30. 1B' N 774208.44E 2142045.35 ~ SILT FENCE o 0 0 - FENCE LINE
CURB /NLET I .S•4N/TARY SEWER EASEMENT « j , ~ ~ `;.t - pAR1A BUFFER RELOCATE WATER SERVICE/METER AWAY _ _ _ _ _ - - INDQC CONTOUR JR
R/M 24,E 67 PR/DATE STORM ORA/N EASEMENT ~ i~ < ~w2 p „ & ACCESS EASEMENT ~ / ; ~ ~ ~ ' . ~ ..-w ~.sr _ _ . _ 20' PERMANENT CLEANOUT FOR ~ , ' 8" PVC EASEMENT TING LATERAL FROM NEW SANITARY SEWER MAIN O INTERMEDWTE CONTOI TOP OF BANK CONTOUR
/NV A /N 2.6.07 ! j i /NV 9" /N 2,34.07 8" PVC - _ Q SANITARY SEWER
/NV "C" OUT 2.~3.d7 4023 CASHEW DR. SANITARY SEWER ~ _ _ ~i.- / "PVC SAN/TARP SEWER ` , 9 vQ O - PROPERTY LINE IE
BK 11866 PG 1472 ~ / I` - -_b _ - - ~ SSMH NO 1 ITARY SEWER EASEMENT
~ SSMH NO 4 ~ ~ 8" PVC SSMH NO 3 ~ `V _ SANITARY SEWER \ N 773973.20 08 DAINGERFIEL~ ~ ` ~ ~ N 774152.71 DCISTING SANITARY S E 2142052.72 D(ISTING STORM DRAT RM DRAIN EASEMENT
E 2142165.30 11376 PG 7 ~ A SEE NOTE 9 PROPOSED SANITARY kNITARY SEWER EASEMENT
SSMH ~ \ R/M 2.~.~ 16 PROPOSED TEMPORA ucE UNDERGROUND ELEC T UNDERGROUND TELE Z 4 O cnTV UNDERGROUND CABL FM EXISTING FORCE MAI - ss EXISTING SANITARY S :MPORARY CONSTRUCTION EASEMENT
` \ N 773907.72 AFFECT E 2142198.57 RIPARIA 2 4 0 `~111~,, AFFECTED ZONE 2 10 TEMPORARY P ~ /~yV A ° /N 226.91 ~ D ELECTRIC LINE
RIPARIAN BUFFER CONSTRUCT10N EASEMENT ~ ID TELEPHONE
3316 DAINGERFIELD DR. ~ SCA~.E: 1 X30 -0 /NV BN OUT ?26.76 O BK 64 PG 220 \ _ ID CABLE TV
ZCE MAIN
1ITARY SEWER
so D(ISTING STORM DR/ w D(ISTING WATER LIN PROPOSED SANITARY AM DRAIN
rER LINE_
SANITARY SEWER
3+00 RIPARIAN BUFFER Z FFER ZONE
I~_ SPOT ELEVATION noN
~ _ _
~~.~~o, o _ _ - ~ D(ISTING SANITARY ~ PROPOSED SANITAR _ _ UNDERGROUND ~BLE N ~ BUSH NITARY SEWER MANHOLE ~
~ J~ `J I ICI SANITARY SEWER MANHOLE
I I ~ - I I ~ - -
1 UNDERGROUND TELEPHONE
1 1 _ _ UNDERGROUND ELECTR/C L ;TR/C L/NE ~ ~ THEE EXIST/NG CLEANOUT
~ ANTI-TRACKING PA ING PAD
n I- -III-11 ~ ~
~ ~ i ~ / ~ ` ` 230
_ ~s~-------- ~ - /
2 ~ 0 4B" CMP _ irw z,~o.4~ 'P - , - -
~0.47 - - - ~
SSMH NO 5 i ~ , C~FNERAL NOTES ~ORESNILL~ F - SSMH E FARMS DEMOLIJIOU NOT
- - - - - .~~~v~~. -SSMH NO 4 ~ - -
8j LF 8~ _ ---'-----'-i---------..._.._. 1. ALL MATERIALS USED AND CONSTRUCTI METHODS EMPLOYED FOR UTILITY CONSTRUCTION A. SEE NOTE A OF FOREST FOREST OAKS DEMOLITION NOTES.
O 2 ~3Z - ~ - - SSMH N0 .3 - ~ SSMH NO 1 i 7 LF 8" PVC O 0.5~ - SHALL BE IN ACCORDANCE WITH THE 2005 CITY B. BESIDES THE MATERWL A ~ 1 OF RALEIGH PUBLIC UTILITIES HANDBOOK. INTENDS TO KEEP. CONT Z Z 5 PROPER OFF-SITE DISPO i 2. ALL MANHOLES ARE FOUR (4) FEET IN DIAMETER. CONCRETE STRUCTURES 3. ALL CONSTRUCTION SHALL 8E DONE IN REMOVED MATERIALS IS ACCORDANCE WITH ALL CIlY OF RALEIGH ~~y~NG STRUCTURES S STANDARDS AND SPECIFICATIONS AND NCDOT. IF qND COMPACTED IN 2-F APPLICABLE. REMOVE AND DISPOSE O - - 4. CORE DRiLL EXISTING MANHOLE AND CONST'RIyCT BEFORE BACKFlWNG BY ERWL AND EQUIPMENT THE HOMEOWNER ASSOCIATION
CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND
DISPOSAL OF ALL REMAINING EQUIPMENT, CONDUIT AND TURES TO 3-FEET BELOW GRADE. ON-SITE BURIAL OF
- - I 1LS IS PROHIBITED.
225 ORES SHALL BE FILLED WITH RUN OF CRUSHER STONE
i - - ~ ~ - IN 2-FOOT INCREMENTS. THE CITY OF RALEIGH WILL
POSE OF REMAINING GRIT AND GREASE FROM WET WELL
i ~ ~C o I - 3 - - JNG BY CONTRACTOR.
~ /NV C CONNECTION WITH RUBBER BOOT AND STAINLESS D. AFTER BACKFlWNG TO REMOVE EXISTING LATERAL STEEL BANDS. ANGLE OF ENTRY SHALL NOT BE TOPSOIL SEED AND MU TO APPROX. THREE FEET LESS THAN 35 DEGREES FROM EXISTING SEWER JG TO GRADE. RESTORE SITE WITH 6-INCHES OF
~ PVC O 0.74X AND MULCH.
8,~ c 2 2 0 S E~NOTE~O. OF PAVEMENT. MAIN. E. CONTRACTOR SHALL BE 4LL BE RESPONSIBLE FOR ELECTRICAL SERVICE
5. USE PVC SEWER CAP AT MANHOLE WHERE DISCONNECTION.
2 2 0 ~ ? SECTIONS ARE TO BE REMOVED. /NV A AND B F. CONTRACTOR SHALL CAP ALL CAP EXISTING FORCE MAIN AS INDICATED ON THE
- - - - - ~ 6. USING NON-SHRINK GROUT, RECONSTRUCT DRAWINGS.
~ ~ MANHOLE CHANNEL TO DIRECT FLOW TOWARDS G. CONTRACTOR IS RESPON RESPONSIBLE FOR DEWATERING FORCE MAIN BEFORE
- - NEW SEWER PIPE. ABANDONMENT. THE CIT ' 7. CONTRACTOR IS REQUIRED TO OBTAIN ALL MATERIAL FROM THE WE NECESSARY PERMITS BEFORE BEGINNING WORK. PROVIDING THREE DAYS fHE CITY CAN ASSIST WITH CLEANING AND REMOVING THE WET WELL WITH ITS VACTOR EQUIPMENT UPON
- i - - E DAYS NOTICE.
- NE RUST RESISTANT GRIPPER PLUG IN THE FORCEMAIN
i ~ 8. CONTRACTOR TO FlELD LOCATE FORCE MAIN H. INSTALL A CHERNE RUS PRIOR TO SANITARY SEWER CONSTRUCTION. WHERE IT TERMINATES I CASHEW DR. AND NECT ~ + ~ ~ i 9. CONTRACTOR SHALL FIELD CORE DRILL SSMH NO HATES INTO A MANHOLE NEAR THE INTERSECTION OF
D NECTARINE DR.
DATUM E'LE V i ~
215.00 0-00 2+00 3+(~0 NECESSARY TORCONNECTET EA EXISTING SEWER ON
i ~ ~ 2+55.27
3+76.88 4+25.54 LATERAL 231.66 228.93 10. PLUG EXISTING LATERAL CONNECTION WITHIN
STATION 0+00 0+80.51 1 +54.46 226.69 220.00 218.56 MANHOLE USING ~IEBdE RUST RESISTANT
RIM 238.88 232.44 232.63 221.00 219.90 217.98 GRIPPER PLUG.
INV IN ?277¢ 225.55 225.08 220.90 225.45 224.98 _ _ 219.28 p 3 6
INV OUT 227.69 _ 219.28 11. CONTRACTOR SHALL REMOVE AND DISPOSE OF 3 ~ _ 220.58 TREES WITHIN THE PERMANENT EASEMENT UNLESS ~ "=3'-0"
INV A - INV B - DENOTED WITH TREE PROTECTION. TREES WRHIN THE TEMPORARY EASEMENT CAN BE REMOVED AT
INV C - THE CONTRACTOR'S CONVENIENCE UNLESS p 30 60
PR FI .E DENOTED WITH TREE PROTECTION. UWDSCAPED 30 ~
SCALE: VER. 1 "=3'-0" ARF1?S (FLOWER BEDS) SHALL BE RESTORED. 1 "~30'-0" CITY OF RALEIGH PU
H PUBLIC UTILITIES DEPARTMENT
AS PUMPING STATION ELIMINATIONS
FORESTVILLE FARMS P PL
NOTES: 3 ~~ES tearns e erg FORES11flLLE FARMS & FORES )REST OAKS PUMP STATION ABANDONMENT
. ~__:~:+s_e a+iur~+ures_ af7d utilities have been plotted from Fi ~ ~~,..SEJ1L ' i~
cancer rvuna Z
available surveys and records, and therefore their ~{heto exist nce of considered approximate only. There may be others, Environmental Engineers ana Scientists FO R ESTVI LLE FARM RALEIGH, NORTH CAROLINA RMS SITE PLAN AND PROFILE
which is presently not known. The Contractor shall comply with the FOR CONSTRUCTION
North Carolina Underground Damage Prevention Act. Before excavating. KMD
the Contractor shall notify each utility owner having underground either orally 1 I~ ~ ~ SRH utilities located in the proposed area to be excavated. Y go" DRAWN DATE CHECKED E ED DESIGNER PROVED DATE ::T '.jD D 4 JOB NO. 61207 CONiRA ;or+mAcr - sHEU C-1
or In writing, not less than two nor more than 10 working days prior NO. DE to starting, of intent to excavate. The North Carolina One-Coll Centers p~UP DEPARTMENT SUPERVISOR
NO. DRAWN IDATE CHECKED DESIGNER PROVED DATE i7lll
phone number is 811.

CAP PIPE SSMH SEE NOTE 5
R/M 257.57
8" PVC S•4N/TARP SErY SSA R/M 261. PY SErYER /NV A " /N 250.77 TREES TO BE REMOVED/RELOCATED
/NV B" OUT 250.67 L/FT STAT/ON MH SEE NOTES 4 AND 6 6' C/RCUL4R lyE7WELL ~ FROM SANITARY SEWER EASEMENT • . _ _ ~ _ _ _ R/M 257.94 I 20" C/TY OF BALE/GH.
SSMH /NV /N 250.44 ' ,~N/TARY SE~YER M 261.52 ~ B ~~P ~N/T.4RY TOP OUT 25Z. 94 I ~gSEMENT
NV sA " /N 251. /NV B" /N 251. /NV C" OUT 25>. N 25127 N SEOYER BOTTOM If~ELL EL 244.44
/N 251..32 CLEAN TO BE REMOVED
%T 25>. >7 ~ OUT ~ SCE _ o _ - - - - B - I- - SSMH NO 2 0
S C E S ~ o i N 773824.68 ~,~,J _ E 2143934.79
L W I SSMH
~ I ~ g - - - - - 8" PVC SANITARY ;Q ~ R/M 249.47 I A ~ /NV A " /N 241.02
O LOCATE AND CAP N B"PVC ~ SEWER ~ /NV B" OUT 240.87
B ~ + ; ~ .3556 DEGY/NG OR/1/E FM AT ROAD OU7~`~ TO BE ' ~ ~~,~F--- ' N^ N
RIGHT ~ F WAY ~ F REMOVED ~ ¢ f7 C/RCUL4R ~YELL~ ° I o 8" PVC .~4N/T,4RY
w 142.33 CASHE~Y I R/~ 25820 I 8" PVC SEIyER
2 N _ ~ . OR/!/E F d 'o ; ~ TOP P/PES /N/OUT 2.~8.?O~ i SANITARY SEWER N % ~ BOTTOM WELL EL 25..90 ; p FENCE ~ ~ N
Q a N BENCHMARK 60D SP/KE - ~ i I TO BE REMOVED ~ . ~
U V ~ 260.53 i
~ N 77.3687.25 FENCE ~ I CONCRETE S~Yf1LE E 214,3975.9,3 ~ TO BE REMOVED ~ ~ CURB /NLET ~ /NLET
~ ~ ) ( I f R/M 251.50 i 251.50 245.90 G,I ~N .36 CMP STORM
"q " ' • ` FLiRCE til4/N HEAD~YALL /NV A " /N 245.90 S • , ~ /NV 250.42 /NV B OUT 245.70 O TO BE REMOVED TO ROI~D , ~ 245.70 OUT I OR.9/N
8" PVC SAN/T.4RY SEWER SSMH ~...s RIGHT OF WAY LINE ~
~ • ' _ p ' ~ CDNCRETE y ~ ~ ~ o_ o _ o o_ o OR/I~EGYAY Y Y 3
o ~ S I • . ~ ~ D=am , ~ ~ ~ .r CURB /NLE7
R/M 259. B7 . , ~o ~ -a-~-. _ sa~..n- sa-- s -i I R/M 251. >9 O N ~ - /Nl/ :4 " /N 245.24
/NV :4 " :N 252..37 /NV B" OUT 252.27 ~ SD / CURB /NLET ~ • _ _ R/M 260.01 P ' ~ ~ o ---y--~--. j = s s sa.-- sa- scL._ so.-- sn_____ so_____ sQ-_
N _ _ _ _ 5~~. ' /NV A " OUT 254.91 `1 ' ~ ~ 8 'PVC .~4N/TARY
l METAL- HEAD ~Y.4LL 1 ~ ~ SEIyER . ~ B-.3 i4 "
20" PR/Vs~TE STORM S ~ OR•4/N EASEMENT /NV 25.3.79 ~ / ~ ~ _ N 3+00 OS •00
N ~ , ~ FENCE ~ TP ~ TP TP TP ~ , TP
. TP s, ~ B
B" PVC SAN/TARP SEWER - O" RCP STORM ORA/N SSMH NO 1 / 256.0 .~6'" AMP - S_, Q ~ N 773820.96 C~~ STORM ORA/N TP / E 2144032.72 ~ / 255.7 O 8" ~C ~SEYVER
IITARY ~ ~ ~ W SSMH I - 2~,.~ - _ _ _ ~ R/M 251.84
, SEWER /NV iA" /N 240.,34
42.37 C,4SHE{Y ~ ~ ~ / x ~ , , Q 20 " PR/lG4TE STORM Q "PVC . ~ ORNE ~ QR~ ~ I ORA/N EASEMENT CLEAN OUT " PVC i ~ ~ ~ /NV B" /N 242.14
OUT i ~ ~ /NV "C " /N 242.14 ~ /NV D " OUT 2,39. B4
~ 10' TEMPORARY ' Z SEE NOTES 4 AND 6
CONSTRUCTION I ~ ~ ~ BENCHMs1RK 600 SP/KE
EASEMENT ~ 20' PERMANENT EASEMENT i ~ W 255.50
I ~ Q N 774022.9,3
~ i .3560 DEl4'~NG OR/VE ~ E 2144107.21
~ I ~
i B PVC SAN/TARP
SEIYER
~ A A' z
1~~ 1
i
- - - 260
260 255 250 /NVB o _ _
_ _ _ _
_ _ _ _
_ - _ ~ _
255
• ~ ~ _jT _ -i I I I I I~il ~ I . ~ GRADE
_ _
_ - _ _ _ _ -~_I I I.. I I
' SSMH NO 2 ~ - _ - - _ _ _ _ ~l~ _ _ _..__~L_
_ I - - - ~ CONCRETE Slyf1LE SSMH NO 1
L - .I.._.. _
- - ~ FOREST OAKS DE OLITI ECTR/C UNE ~ I L ITION NOTES:
_ _ _ } UNDERGROUND ELECTR/C - - . - 79.82 LF 8" PVC O 0.508 '
98.00. _LF g" pyC O 0.849G UNDERGROUND C.4BL 50 ' _ _ . I _ 250 A. ONCE THE NEW SEWER IS IN SERVICE AND CE AND THE PUMP STATION'S ELECTRICAL SERVICE IS PROVIDE THE OWNER WITH ATWO-WEEK PERIOD TO
D CABLE 7Y I DISCONNECTED. CONTRACTOR SHALL PROVID . . _ _ - REMOVED D(ISTING EQUIPMENT THAT THE O ' TELEPHONE ~ I I ( THE CONTRACTOR THE CITY SHALL CONTAC SSMH INFORM THEM THAT THEY HAVE APPROXIMA - SITE THAT THEY WISH TO SALVAGE. ONCE REMOVAL. CONTRACTOR SHALL PROCEED WI -I- 'THE OWNER INTENDS TO KEEP. UPON NOTIFICATION BY
_ _ CONTACT THE HOME OWNER ASSOCIATION PRESIDENT TO 'ROXIMATELY 1 WEEK TO REMOVE ANY EQUIPMENT ON THE
- - - - - UNDERGROUND TELEP B - ' ONCE THE OWNER HAS COMPLETED ITS EQUIPMENT
_ _ _ _ I - _ ;EEp WITH FINAL DEMOLITION.
_ _ . _ _ I B. BESIDES THE MATERIAL AND EQUIPMENT SENT THE OWNER INTENDS TO KEEP. CONTRACTOR IS
_ _ _ _ - _ _ _ . - _ _ . ~ 6 T RESPONSIBLE FOR REMOVAL AND PROPER ROPER OFF-SITE DISPOSAL OF ALL REMAINING EQUIPMENT.
~ _..._'e~ _ - CONDUIT AND CONCRETE STRUCTURES. ON PROHIBRED. ES. ON-SITE BURIAL. OF REMOVED MATERIALS IS
• _ _ _ _ _ B _ - - ~ ~C O 245
III I C. AFTER BACKFILLING TO GRADE. RESTORE S - - D. CONTRACTOR SHALL BE RESPONSIBLE TORE SITE WITH 6-INCHES OF TOPSOIL SEED AND MULCH.
` 245 240 STATION X45 - ~ 4 98 LE FOR ELECTRICAL SERVICE DISCONNECTION.
_ FORCE MAIN AT ROAD RIGHT-OF-WAY.
1 _ _ _ _ _ I_ _ _ _ _ . - f E. CONTRACTOR SHALL CAP DpSTING FORCE
. _ _ , III DEWATERING FORCE MAIN BEFORE ABANDONMENT. THE ND REMOVING MATERIAL FROM THE WET WELL WITH ITS
F~ CIN CAN ASSIST WITH C II_EANING AND REM /NV B AND C VACTOR EQUIPMENT. PROVIDE 3 DAYS NOTI ?YS NOTICE.
_ _ DISPOSE OF TREES WITHIN THE THE PERMANENT
_ _ I. _ _ _ _ _ _ . _ _ G. CONTRACTOR SHALL REMOVE AND DIS III 2~ EASEMENT. TREES WITHIN THE TEMPORARI CONTRACTOR'S CONVENIENCE UNLESS THE /NV A I BY TREE PROTECTION FENCE. LANDSCAPE APORARY EASEMENT CAN BE REMOVED AT THE
_ _ _ ~ SS THEY ARE SPECIFICALLY SHOWN AS BEING PROTECTED
IDSCAPE AREAS (FLOWER BEDS) SHALL BE RESTORED.
240 ' _ . _ . _ . _ _ _ _ R GRIPPER PLUG IN THE FORCEMAIN WHERE IT TERMINATES
_ _ _ . _ . ' 2+00 3+00 3+00 I H~ IN OVA MANHOLE NFAR THE SN ERSECTION SECTION OF CASHEW DR. AND FORESIVILLE RD.
0+00 ~ 1+00
3+53.50 251.84
0+79.82 1 +77.82 fATION 0+00 256.10 256.00 240.50
RIM RIM 257. >4 250.27 249.35 2.39.84 3 0 p 3 6
INV IN NV IN 250.77 250 ~ ~ 249.25 240..34 1 "=3'-0" ~-r~ 242.14
INV OUT 1/ OUT 250.67 -
INV A INV B NV A - - INV B 250.67 - 242.
INV C INV C - 30 ~ p 30 60
PR F 1 "=30'-0" 1
SCALE: VER. 1 "=3'-0"
CITY OF RALEIGH P _ P t;` H PUBLIC UTILITIES DEPARTMENT
7 E'~~ R ~ ~ O~~.Q l~/O rii. L FORESTVILLE FARMS . . MS PUMPING STATION ELIMINATIONS
v0 L DREST OAKS PUMP STATION ABANDONMENT
NOTES: 3 - ~I~ila~l frnm tearns e erg FORESTVILLE FARMS & FORE
Underground facilities, structures, and utinties nave oeeri fd#W«o%J
available surveys and records, and therefore their locations must be ~a Environmental Engineers and Scientists FOREST OAKS SITE
considered approximate only. Thera may be others, the existence of { ~ ;,,,,',goy 8 5 ITE PLAN, PROFILE, AND NOTES
which is presently not known. The Contractor shall comply with the FOR CONSTRUCTION North Carolina Underground Damage Prevention Act. Before excavating, RALEIGH, NORTH CAROLINA
y owner having un eetheruoroll ~ I~ 08 07 SRH the Contractor shall notify each utilit ted KEp DESIGNER PROVED DATE •,,'~N JOB N0. 61207 CONRt CONTRACT - sr+~r C-2
utilities located in the proposed area to be excava. SSIE DRAWN DATE CHECKED
or in writing, not less than two nor more than Carolina working One9 One-Call nter's NO. CT SU R D to starting, of intent to excavate. The North P DEPARTMENT SUPERVISOR NO. DRAWN DATE CHECKED DESIGNER PROVED DATE
phone number is 811.

'~'N 'HOI3lVtl W SAV~FIFIIH d0 II~I8IAI0 ~ W 8IAI0 fl3SQ1~ 3NYl t'AVMOVOII AVAA-L `3N11~-Z ~ FINISHED GRADE
NOIlV1Wd8M~FLL d0 '1d30 Z O laj~, . - ~ W 3 A VNI'10!!VO H1d0l1 ~D~'1d30 S3df180~~ 3Nr'1 AYh10~1~1 0 REFER TO
o z ~ 31V18 !!0~ 9NIMVtlO ~W~IV18 HSIlON3 r \ \ \ \ \ \ \ "TYPICAL TISAN TARP SEWER - - TRENCH
~N O~ ~ O~ d ~pq V LATERAL CONNECTION" \ DETAIL
a, ~ cam x z~a r 1/8 BEND
Vii- W Fv~- ' V'p>, •WF=-~ ZAl'A i SERVICE
NEW ASPHALT SURFACE COURSE FINAL BACKFILL / LATERAL
~ V! ~ ~Q EXISTING PAVEMENT 2' MINIMUM EXISTING PAVEMENT
t ~ ~ ~ •
` UNDISTURBED SAIL
~ ~ •:i ~
1 H A ~ aa"~ H ayi ~ g EXISTING ~ ,
a>W o o~ ~ s ~ ~ ~ ~ UNDISTURBED SAIL IN-LINE WYE
~ COMPACTED FILL ~ ~ ~ ~ ~~~l~ ~ IN 6' LIFTS .r: INITIAL '~.i':
?N+ Z ~AaJ ~ ' ~ ~ ~ a N Q W ~ $ ~ ~ ~ ~ ~~Aa ~ ~ ~ ~ s PIPE BACKFILL DEEP I.ATERA t, y~~, tt ERAL DETAIL
J ~ 2J SPRING LINE •~~~i':•:~ t"~s"~~~ #67 STONE NOT TO SC HAUNCHING ~ PIPE GRADE ro SCALE
O W ~ •,~~•e~ ••,a G~a Z ~ 2~ O
a °C z~ ~ REFER TD S-4 o s•
J y W ~ Z J aG~O Z q ftl A V Z1 Ha<T~. ?~+W A JZpq ~ M , ~ ~ 4' BEDDING
c.~~- aZ Z.. as i W WU VZQ~1Jatl~ QJ pWq Nyy i ~ ~ ~ ~a . ` ~~.b NOTES & S-5 ~ ~ ~ ~~L ~ 1. The pnvenent cui shall loe defhed by n stralpht edge
WAS ~•HS GpVj ~Z • ?"WeM 3 y~~ AU ~ • rr pp W ~ ~ ~ ~ and cut with nn approved wwcut nachlr~e. TAMP WELL UNDERMINIMUM SIDE
• 1 ~J Z~~ V S ~'~m0 0 W q y~ ~ ~ ~ ~ ~ ~p . z. rn~ tre?~cn :~rnd~ nnterinl shop be backfRlsd rlth sultnble nnterlal and compacted to n dsnslty BOTTOM HALF 6' O.D. ~F PIPE 6' CLEARANCE
UN W W Q J J ~ ~ ~~S ~ of at leas! 9S~t of that obtehsd by conpnctlnp a ~ ~ ~ ~7i sanpls of the nnterlal in accordar?ce wlth AASHTO OF PIPE
~ 4~ ~ ~ R ~Y r-~ na ewdlfkd by NCDOT.
~ _ t W Lei f" ~ ..1 ~ R ~ Vl ~ f Vl . ti Fi A R~ ~ ~ ~ i E ; ~ 3. The fkal 1' of fill shall consist of AHC ~ ~ ~ R~~~~g~~ ~ rwter~al compacted to a aknslty equal to 100;1 w TYPICAL TRENCH BOTTOM DIMENSIONS F?R
H ~j y ~ f~~~~~g~~~~~ ~~~~~e~~~ of thn! obtakxd by conpnctk?p a snnple of the SDR 35 PVC GRAVITY PIPE
e?nt~rlal In accordance with AASHTO T-80 ns .i~ii+ iwi i ~w wi a nocgfl~al by NCDOT. NOTES
~ 4. The entire tNckness and vertlud edge of cut 1. For trenches requiring shoring and bracing, dlroenslons shall - - - -
sfwti b~ tadcecL 1 ~ 3. The snnr depth of pnve~nt wa4erinl whkh exists be taken front the Inside face of the shoring and bracing.
~ shall lof rNnstnUrd, but In no caste slmll the nspYwlt lot less thou 2' Shkk, 2. No rocks or boulders 4' or larger to be used In Initial backfill,
Z ~ o ~Zm~ _ _ ~ ~ 6. Thy asphalt pnv~nant nntfrlal shall log installed 3. All backPlll Material shall be suitable native Material.
!s ~ and conpncStd thorouphty with o snoo4h gran roller T~ ~ to ncF~lev~ n smooth lw~l potch. 4. Backfill shall be taMped In 6' Ufts In traffic areas, 12' In non-traffic areas. TYPICAL MAN H 0 LE CITY OF RALEIGH NOT TO S DEPARTMENT OF PUBLIC UTILITIES
~ ~ 4 ~ i~ ~~a~~ s ~ s $ ~I i~ ~y 7. Refer to Gty of RalNph standards for E CH6NNELS DU611
~ U . ~ tr~richts and plp~ beddM?p (S-4 L S-3) Por oddltloral detatts. CITY OF RALEIGH TO SCALE
~ R $ v CITY ~F RALEIGH a. No hand potchuq allowed. DEPARTMENT OF PUBLIC UTILITIES 8. Powm~nt cub w'~thin N000T ROW
Z ~ a DEPARTMENT OF PUBLIC UTILITIES 's'~,• s?wu co~tom~ to the approved on STANDARD ASPHALT site ~ncroachmsnt permit. TRENCH BDTTOM DIMENSIONS AND BACKFILLING
W ~ ~o TYPICAL SANITARY SEWER EN~iLISH STANDARD DRA1NINti FOR o PAVEMENT PATCH DETAIL REQUIREMENTS FOR PVC GRAVITY SEWER MAIN
a ~ LATERAL CDNNECTI~N STATE OF . T~PORARY WlE CL08URE8 R V I I DATE RE ISIDNS TE REV DATE p S_cJ TO NOTES 3-1-87 D.W. -3-99
~ ~ REVISIONS AT DATE NORTH CAROLINA DEPT. OF TRAN6PORTATION ~ l3 S_30 ,A, _ DIVI8ION OF NIQFNYAYS y~ r S-3 11-1-99 A.6.8. -19-0 2-LANE, 2-YMAY ROADWAY-1 LMIE CLOSEO T 3-30-0 - -82 RRH - 0-00
.A. 4- -04 RAI.EIl~H. N.C. .C.
i
SLOPES FOR VARIABLE NEW MIIN~ES USE AN APPROVED BITIMD~I:S I c+ ~ 24w
MANHOLE FRAME AND COVER HASE SEALANT THAT SHALL HE APPLIED TO SUPER ELEVATION RATE ~-•-x-~+• SEE C~OR. STANDARD 5-23 TIE TOP ~ THE CQE SECTION TO PROVIDE 'a 71
COVER 120 LBS. MINIMUM Fort e a~u coves A WATER TIGHT SEAL. FOR STANDARD 2'6"
CURB AND BUTTER g'
J L ~M O a~ .os •
4, I I
24» MAX n o s ~ ~ • • ~.i Z ~.O ~.i +•0. .00 .02
o QERMI T R~,QG o k i.' s t' R-' - 1. 30" C 1..30" CURB dC GUTTER
~p A4
4.00" 1 01 i • N a' ECCENTRIC MGM. COlE M11Y ~ -a
d 'p'. • v. ~ : 8E USm OM 8' . 10' M!D 12' SEVER MAINS. ~
23 1/2" 21" O r R~1S ~ '00 R=1S• Rte'
creh ertD 4' BRONZE CLEANO~~? PLUG a 5. C'> IW~IOLE CONE AND BARREL • • • SECT10lIS SHALL HE AS PER 6 5/; 6 5/;
. rye, s~~ o j ASTM. STANDARDS Al ~ ~ ' • ~ ' • ~Ge REQUIRED •~R
40
~ fPACE ~o ~'o A ~ SLOPE=3/4' / fT.
a a • ~ '0' RING SEAL` ~ 30'
~Q~ ~~~000~ O ! ~ ~ OR RAM-NECK 4' t- 4. 4
2. 30" 2. 30" ROLLED TYPE GUTTER
SIDE 2 3/4' t::•~ LIBBER BOAT
PLAN ELEVATI?N :Q ~ ~a.. : ~ ~ um~ ~rrr sfwi ?aT • . K ee wiwm tww ?wH sa~w~t-
SLIP RE 0 >LIP RESISTANT CLEAT 25 116• 1, ~ ~eo~re goo r~ cLOOO Puw
~.---23 11/16' I Q.1 • ~ ~ j ~ OR SfALm MlD NENf TG 8E 1' •p • • v ' ' ' 6' ABO4E too YEAR FtAOD PIaNi.
.•P':~~:~i'~.~~ •:.I, . ~•4r' ~ IMHE?I NADMIOlE TOPS ARE IN OfCESS OF 3' ABOVE (TRADE. L ~ • aWrtr FT.
BUTYL-NEK OR O APPROVED ~ 1~2, 22' 9~ 0111510E SIEPS MUST BE T PfiOMDED. SEE STAtIQARD ~ ' ~ ~ I Id
SEALANT SECTIUN A-A S-~ ~ ~ ~ NON TRAFFIC AREI?S, TOP OF .OD ~ ~ . •
BETWEEN FRAME 12 AND COVER FRAME AND COVER SWALL. BE W5TALlm A MNi. Of 1' ABOVE ~ ~ ~ ~ F1111SFIED OROUNO SURFACE. ~ -42
. t:. SEE SEVER DESIGN SECTION .00 • • ~ 3. W r
ELE V AT I ~N 1• ~ ~-----2s isnb• ~1 3. 30" VALLEY TYPE GUTTER
33 1/4' A A e' cawncr~u ~w~ sra~ 1. 10' MAXIMUM BETWEEN CONSTRUCTION JOINTS.
CLFJINOUT FERRULE WITH PLUG ~ HASE TO HE INSTALLED 15' MAXIMUM BETWEEN CONSTRUCTION JOINTS
#3 0R 1 STYLES ACCEPTED: NOTES 5/8"X3" LAGSHIELD IN HOLE k3 0R #4 REBAR DRILLED INTO CONE OR • ON MACHINE POURS.
1> ALL MANHOLE FRAMES SHALL BE RING WITH ANCHOR SUNK TO FRAME AND COVER SHALL BE y, ~~2" F~(pgNSION JOINT EVERY 90'.
CORROSI INVERTED NUT RUBBER, '.ORROSION RESISTANT MATERIAL BE DOMESTICALLY CAST DESIGN DEPTH. AND 5/8"X3" 2> FRAME SHALL BE A MINIMUM HOT DIPPED GALVANIZED INSTALLED A MIN. OF 1' A80VE Y; •Q , p' F 3. 3000 PSI CONCRETE MINIMUM 4" SLUMP MAXIMUM.
RAISED NUT 2UBBER, PLASTIC WEIGHT Of 182 LBS. WITHIN UG 80LT ANO WASHER. PUBLIC ROW AND 160 LHS. •1 ~ ~ .'1• Clll' OF RALEIGH
WITHIN EASEMENTS. CITY OF RALEIGH CITY OF RALEIGH 3> COVER SHALL WEIGH A . , ~ , , . CITY OF RALEIGH 4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET r cDOwv. arc,Naae,NC vap,r
CITY OF RALEIGH DEPARTMENT ~F PUBLIC UTILITIES MIN, OF 120 LBS. DEPARTMENT OF PUBLIC UTILITIES 4> ALL MIiNHOLE FRAMES OUTSIDE DEPARTMENT OF PUBLIC UTILITIES THE REQUIREMENTS OF SECTION 1026-2 OF NCDOT STANDARDS & SPECIFICATIONS FOR RGWOS AND R STANDARD PRECAST SANITARY STRUCTURES. REVISIONS wie 7 DMM W. one
DEPARTMENT OF PUBLIC UTILITIES A STANDARD SLIP RESISTANT DF PAVED SURFACES SHALL BE STANDARD MANHOLE COVER CURB AND
4' CLEANOUT PLUG SECTION A - A - BOLTED TO THE CONE MANHOLE STEP DETAIL SECTI~1 OR RING WITH A SEWER MANHOLE GUTTER
REVISIONS T DATE MINIMUM OF 4 BOLTS PER REV IDN AT V S DATE REVISIONS AT REVISI NS DAT 5. ALL CONSTRUCTION JOINTS SHALL BE FlLLED Y.~a ~2-~t-~2 ~H p~~y WITH JOINT FlLLER AND SEALER IN ACCORDANCE STD, # 20.21
REVISIONS T V DATE RRH 3-30-0 FRAME. 3-1-87 3-1-87 A.B.B. 2-9-OS S-28 5-25 - - S-20 ~ 3_~ WITH NCDOT RQADWAY STANQARD DETAIL 846.01.
S- 3 4 3-E -98 ~ 3-30-00
J: 60000 81 07 30 Drawin a Civil 61 07C03.dw s ``,6~111~ All S CITY OF RALEIGH PUBU tearns e e 'UBUC UTILITIES DEPARTMENT
N .,q 'o
rvorES: 3 L FORESTVILLE FARMS PUM ~ `r ~ 1 FORESTVILLE FARMS & FOREST 0 PUMPING STATION ELIMINATIONS
Underground facilities, structures. and utilities have been plotted from r PL
available surveys and records. and therefore their locations must be 2 _ . - - - r~ .rte.. L~ ~ib.e.e ib.e .vie+an~a of 6 ~G S~A~ .ST OAKS PUMP STATION ABANDONMENT
consrderepresently approimate onry. ineua ~?~u Low w.~~a•os wow o~.~•~ 1W9 which is not known. The Contractor shall comply with the FOR CONSTRUCTION
w1wo ~w Environmental Engineers and Scientists
North Carolina Underground Damage Prevention Act. Before excavating, the Contractor shall notify each utility owner having underground ~ Wd 08/07 SRH a~ too 7 LAM DESIGNER PROVED DATE 140 DE DETAILS
utilities located in the proposed area to be excavated. either orally DRAWN DATE CHECKED DE or In writing, not less than two nor more than 10 working doya prior No. 4 doo RALEIGH, NORTH CAROLINA
)EPARTMENT SUPERVISOR JOB NO. 61207 CONTWf v~cr - sNM C-3
to starting. of intent to excavate. The North Carolina One-Call Center's PR CT SUP DEPART phone number is 8110 ~i~~- ~ - - - ssm DRAWN DATE CHECKED DESIGNER ROPED DATE NCO)._ I L

l
EROSION AND SEDIMENTATION CONTROL NOTES:
.1. CONTRACTOR IS RESPONSIBLE FOR FURNISHING, INSTALLING AND MAINTAINING ALL EROSION AND
SEDIMENTATION CONTROL MEASURES.
2 CAROLINA ~DEPARTMENT~ OF~ENV RONMENT AND NATURAL RES URCESNSEDIMENT CON ROL CODEN LATEST
EDITION.
3. CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES BEFORE CLEARING,
CONSTRUCTION OR DEMOLITION WORK IS BEGUN. I
4~ EVENTRAND REPAIRED AS NEC SARY. SEDIMENT SHALL EDPROPERLY DISPOSED SO THATN URTHER~IN SEDIMENT TRANSPORT DOES NOT OCCUR.
5. IF CONDITIONS OF CONCENTRATED FLOW OCCUR REPLACE TEMPORARY SILT FENCE WITH REINFORCED STABILIZED OUTLET FOR SEDIMENT FENCE OR CHECK DAMS.
6. CONTRACTOR SHALL PROVIDE TEMPORARY SEEDING TO DENUDED AREAS THAT WILL NOT BE BROUGHT TO FlNAL GRADE FOR A PERIOD OF MORE THAN 15 WORKING DAYS.
7. CONTRACTOR SHALL PROViOE PERMANENT SEEDING WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS
AFTER FlNAL GRADE IS REACHED. UNLESS TEMPORARY STABILIZATION HAS BEEN APPLIED.
8. IMMEDIATELY APPLY MULCH TO DENUDED AREAS DURING NON-GROWING SEASONS.
g, qLL TEMPORARY CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND
SITE FiAS BEEN PERMANENTLY STABILIZED.
WOOD FENCE DEfAII
10~ MULCH ANC QRING TOOL. WHEN USING~EMULSIFl D ASPHALTrnAPPL~YR0.10~NGALLONS PER'SQUARE (YARD J vwrt ter. oa ~ INOPY, WFUNE 4' X 4' WOW P051
o c~u.~oNS / ~ o0o sQUaRE N~>-U J W r X r wood IIALi Loff Of cmwr. OFAFUNE
11. FORESTVIILE FARMS DISTURBED AREA = 0.29 ACRES (427 FEET x 30 FEET) F-~ ~ W= ~
FOREST OAKS DISTURBED AREA = 0.24 ACRES (354 FEET x 30 FEET) UVWi ~~~Z ZQ~W O
12. THE FOLLOWING SEEDING SCHEDULE APPLIES TO THE PIEDMONT AREA OF NORTH CAROLINA. W~ UUOW V a 8' MAX.
Zw WWW~ ~ •N- VARIABLE AS DIRECTED BY THE ENGINEER i r'
0 7 ~ Vl
UU ~=~p ~~VW i ~
O N~~m 4 O~ ~W O~~Z INTNE~RMEOI~A'TE PLAN VIEW OF PROTECTIVE FENCING AROUND SOOLE TREE- EXPAND AS NECESSMW
TEMPORARI~ SEEpIN~ a NowW o- z MI w~ w~<~ UN Z~W3 i~~z~ MIN. 10 GA. WIRES
SEED S01~ AMENDMENTS MULCH LINE WIRES ILT FENCE FABRIC INSTALLED TO SECOND ~ ~
gNNUAL 10-10-10 WIRE FROw) TOP M~ '
O~ Z~~m Om~~~ GRADE ' rxs s-o- r x e Horn. WOW Imu
JAN 1 TO MAY 1 (LB/ACRE) ~~A~ (I.B/ACRE) ~R~ (~e%~cRE) W °O ~ a~ ~ Z~ c~iZ=~c~ ~a~
120 50 2.000 750 4.000 IWi~W ~f~~~p WW mm
GERMAN MILLET LIMESTONE ~ 0 ~~W JN Nj~W~ ~~~ZZ W O s R
(LB/ACRE) (~,g~gq~E) FERTILIZER ~~g~ACRE) Nl`A U~~~m Q~~v~i(an ~ WAS J R 1810
MAY 1 TO AUG 15 (LB/ACRE) app.- 4-~?'~'ia ~±-03~~ ~ Z W FRONT VIEW PERFORATED PLASTIC FENCE DETAIL R
40 2.000 750 4,000 D c~i M ~ U
10-10-10 RYE (GRAIN) LIMESTONE ~RTIUZER STRAW ~STEEL POST WARNING SIGN DETAIL
- (L8/ACRE) (L9/ACRE) fl B/ACREI ~~/ACRE) ~ ~ "r'- IIKf~ _ WAVFW WIRE FARR~C ~
AUG 15 TO Dt(: Ju SILT FENCE GEOTEXTILE FABRIC ~
40 2,000 1.000 4.000 F=- ~ N ~ ~ ~ 4 ~ iCl a wrrt CAavY. WAwaE VAN& 0'
3w~~ M ~ O ~ Z = FILL SLOPE
~ ~ U x U - USE SILT FENCE ONLY N ~ o
PERMANENT SEEDING (RIGHTS-OF-WAY) ~0=~ WHEN DRAINAGE AREA iv 3 • e' MAX It sim r ?oa As DOW= By nW owe ocm p"m>
S SEED SOIL AMENDMENTS cvn-3~ MULCH DOES NOT EXCEEp 1/4 ~ M GRADE ACRE ANG NE1/ER IN AREAS awe w mmarwrt
OF CONC~NTRAT~p FLOW. 0 6" MIN. COVER POLY a1O~ i l&WVCAQ rwa i
~ TALL FESCUE SERICEA KOBE UF~ESTONE ~RTIUZER ~ STRAW :R (LB/ACRE) ~ OVER SKIRT - END OF SILT FENCE N pan ar owo?r, oartm
AUG 20 TO OCT 15 (LB/ACRE) ~SPEDEZA LESPEDEZA - (~g~ACRE) ~~,g~ACRE) FEB 1 TO APR 15 (~/ACRE) (LB/ACRE) NEEDS TO BE TURNED ANCHOR SKIRT AS L L L L L L L L L L L L L UPHILL. DIRECTED BY ENGINEER * X 10 °A' L L L L L L L L
80 20 10 - 4.000 1,000 4,000 N~ M~ awW. UV iarsrNrt
7J R STRAW ~w ma SIDE VIEW L L L L L L L L L t FOR REPAIR OF SILT °~0E
SERICEA K08E GERMAN LIMESTONE ~~-~0-10 TALL FESCUE ~SPEDEZA LESPEDEZA MILLET FERTILIZER E~ (L8/ACRE) x ~ ; o ~
MAY 1 TO AUG 15 ~~~ACRE) (~g~ACRE) (LB/ACRE) (LB/ACRE) ~~~ACRE) ~~,g~ACRE) O Vf F- 3 - FENCE FAILURES, USE ~ N0. 57 WASHED STONE.
80 20 10 10 4,000 1.000 4.000 ~ ~ o z o ~ FOR ANCHOR WHEN SILT PLAN VIEW OF PROTECTIVE FENCING AROUND SINGLE TREE- EXPAND AS NECESSW
SERICEA KOBE ~E (GRAIN) LIMESTONE ~0-10-10 o ~ > z ° 10 STRAW v ~ . N ~ ~ io FENCE IS PROTECTING N07ES:
TALL FESCUE ~SPEDEZA LESPEDEZA ~ ARE) ( fig/ACRE) ~RTIUZER OGT 25 TO MAY 1 t~~ACRE) (~g~ACRE) (LB/ACRE) ~ ~ (L8/ACRE) E~ (LB/ACRE) ~ ~ ~ !:.,o ~ ~ ~ a ? CATCH BASIN. t, ALL PLANTS TO BE SAVED SFWl BE PROTECTED BY FENCING AS SHOWN IN
IN THIS DETNL
80 20 10 40 4.000 1.000 4.000 5 cn cv N..~a~ ; ~ 2. CONiW1CTOR SHALL INSTN.L fENCING CITY OF RALEIGH
m CITY OF RALEIGH CIN OF RALEIGH P~ TO BEO~+~ ~ 00NS~t~cn~ at cw~ou~c ~nm~r. CENTRAL ENGINEERING DEPARTMENT
CENTKAL ENGINEERING DEPARTMENT CENTfL4L ENGfNEERING DEPARTMENT 3. CONiR/?CTOR SFIALL CALL FOR INSPECTION 1N REVISIONS DATE 7/3/00 awn+ er: ,rts
PERMANENT SEEDING (LAWNS) REVISIONS ~/3/~ ~ REVISIONS a~ ~/a/oo aawN er: ,rte PR oR~TO~BEGINNN ~iw O~ONS'tR~uC 0 a oae PLANT
Z; CONSTRUCTION TEMPORARY ~ SILT FENCE 4, pRp7E~TNE FENgNG gWLLI, gE LOGTEp AT OR
SEED SOIL AMEND~AENTS MULCH ENTRANCE OUTSIDE DRIPUI~ OF TREES AND 1' MMIIMUM AT OR PROTECTION ) MUM
BLEND OF THREE OR MORE LIMESTONE ~0-10-10 STRAW XO OUi'SIDE SHRUBS ~ 07HER PLANTS. srn. # 50.02
AUG 20 TO OCT 15 ~RF TYPE TALL FESCUES ~~g~ACRE) ~~~RE~ (L8/ACRE) Wei OC STD. # 40.02 STD. # 40.04
FEB 1 TO APR 15 ~~/ACRE) C ~
250 4.000 1.000 4,000
BUFFER IMPACT NOTES:
1. THE FOLLR P IAN ~NOBIUF~ RULES F R THE NE SE RIVER RBASIN ~N ZONES 1 AND 2 IDENTIFlED BY THE
ZONE 1 1.617.16 SF ZONE 2 3,310.32 SF (NO MITIGATION REQUIRED)
CITY OF RALEIGH PU L FORESTVILLE FARMS PU I PUBUC UTILITIES DEPARTMENT
J: 60000 61207 30 Drowin s\Civil 61207C04.dw HCAgp~s,,
7 Q~`~cS/4~,/, ~~ei <<A "~9 . S PUMPING STATION ELIMINATIONS
NOTES: 3 Q L P tarns e er FORES'TVILLE FARMS & FOREST REST OAKS PUMP STATION ABANDONMENT
Underground facilities, structures, and utilities have been plotted from ~ e~,..,~..e records. and therefore their locations must be 6 ~ . .
YYV11W?1v w.... , the existence of considered approximate only. There may be others. L ~02 Be 8 ,,~Ls~•C.~
which is presently not known. The Contractor shall comply with the FOR CONSTRUC11oN L~~ Environmental Engineers and Scientists EROSION AND SE RALEIGH, NORTH CAROLINA SEDIMENT CONTROL NOTES
` North Carolina Underground Damage Prevention Act. Before excavating, tw7 LAM 7 - 4 AN JOB NO. 61207 conrwAcr AND DETAILS
the Contractor shall notify each utility owner hunderground eth o ll 1 LAM x/07 SRH DESIGNER PROVED DATE o
utilities located in the proposed area to be excavated. DRAWN DATE CHECKED or in writing. notless working ~ „mVcr - sHEr C-4
e9Call Center's ~ to storttng, of intent to excavate. The North Carolina On pT SUP ~ OEP phone number is 8110 DEPARTMENT SUPERVISOR
MW DRAWN DATE CHECKED DESIGNER PROVE DATE NO.
46