20070113 Ver 1_Site Plan_20070117

F,~OSION ANQ S IM NTATION CONTROL NOTES:
t. CONTRACTOR IS RESPONSIBLE FOR tURNISHING, INSTAWNG AND MAINTNNING ALl EROSION AND SEDIMENTATION CQNTROL MEASURES.
p. ALL EROSION AND SEDIMENTp110N CONTROL PRACTICES SHAl4 BE IN ACCORDANCE WITH THE NORTH
CpRpIJNA pEpARTMENT OF ENVIRONMENT AND NATURAL RESOURCES SEDIMENT CONTROL CODE, LATEST EDITION.
3, CONTRACTOR SHALL INSTALL ALl EROSION AND SEDIMENTATION CpNTROL MEASURES BEFORE CLEARING, CQNSfRUCIION OR DEMOLJTION WORK IS BEGUN.
4. ALL EROSION AND CONTROL MEASURES SHALL BE INSPECTED WEEKLY OR AFTER EACH SIGNIFlCANT RAIN EVENT AND REPAIRED AS NECESSARY. SEDIMENT SHALL BE PROPERLY DISPOSED SO THAT FURTHER
SEDIMENT TRANSPORT DOES NOT pCCUR.
5. IF CONDITIQNS OF CONCENTRATED FLOW OCCUR, REPLACE TEMPORARY SILT FENCE WITH REINFORCED
STA&U2ED OUTI.EI FOR SmIMENT FENCE OR CHECK DAMS.
6. CONTRACTOR SHALL PROMDE TEMPORARY SEEDINCa TO DENUDED AREAS TIiAT WILL NOT 8E BROUGHT TO FlNAL GRADE FOR A PERIOD OF MURE THAN 15 WORKING DAYS.
7. CONTRACTOR SHALL PROVIQE PERMANENT SEEDING WffHIN 15 WORKING DAYS OR 30 CALENDAR DAYS AFTER FlNAL GRADE IS REACHED, UNLESS TEMPORARY STABILIZATION HAS BEEN APPLJED.
8. INMEDIA7AY APPLY AtUICH TO DENUDED AREAS DURING NON-GROWING SEASONS.
9. ALL TEtAPORARY CONTROL MEASURES SHALL REbWN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND
SITE WS BEEN PERMANENTLY STABILIZED.
10. ANCHOR STRAW BY TACKING WITH EMULSIFIED ASPHALT. NETTING, OR ROVING OR BY CRIMPING WITH A
MULCH ANCHORING TOOL WHEN USING EIAULSIFlEO ASPHALT, APPLY 0.10 GALLONS PER SQUARE YARD (iQ GA~.LQNS ~ 1U00 SQUARE FEETj.
J I
11. DISTURBED AREA = 0.2 ACRES (260 FEET x 35 FEET) ~ U W lY ~
12. THE FOLLOWING SEEDING SCHEDULE APPIJES TQ THE PIEDMONT AREA OF NORTH CAROLJNA. ~ h- ~ W ~ W E=. U © z~
W W H 2 Z Z U '4~W O -
Z~ =.,W,~W~ -S e F- W UUfJ U ~ U , W cn ~ - W , ~ 8 MAX.
cnr~ ~z z ac z w W ~ ~ © ~ VAR AS aiRECTEa BY THE ENGINEER
W ~ TABLE O w ~w ~ ~ ~'~ii ~~~r~ U ~ p Z f-Z ~WG1~ pWW
U z ~ U w~ ~w° pa e[ U 1' ~ ~ =w p. pU ~
TEMPORARY SEEDING W ~ p~ z MIN. 12-1 2 GA. '2 GA.
SEED SOIL AMENDMENTS MULCH w ~ ~ z . INTERMEgIA E W z W Q w MIN. 10 GA. ~E
RYE ~N~' LIMESTONE 10-10-10 STEW W p = z cn WIRES W ~ ~ LINE WIRES ~ p ,~a o © ILT FENC FABRIC E-• U ~ ~
p a ~ W ~ z ~ ~ z ~ INSTALLED TO SECOND ~t~ pWZ o~©~ z . , l a»pW ~4~ IRE FROM TOP
JAN 1 TO MAY t ALB/ACRE) (L$/ACRE) F~~~R~ (LB/ACRE) Zh-~j W " Wz pp UmWQ GRADE
120 50 2.000 750 4.000 ZU U =~iD VQF-WJ
GERMAN MILLET L1MES1'ONE 10-10-10 ~~W tWW ~Vlt-~,4 WW J., ~ ~ O ~ mm
(~e/ncR~ ~~~~R~ ~nU2~ (~e/ncR~ ~aeac~ W J~ SOWN ~H NN Z
MAY 1 TO AUG 75 ~~/~R~ -N Zo>.w.iU 4 UZZ p NZ p~pU„a O C30 W h" Q 4. ~ U `tit -~l~N (I
40 2,000 750 4.000 WC)=~ ZJWW p W Z l4, ~ W
10-10-10 RYE (GRAIN) LIMESTONE STRAW ~ b FR a M z
AUG 15 TO DEC 30 (LB/ACRES (L8/ACRE) ~~~~R~ (L8/ACRD U U w
~ STEEL PAST pW ~ ~
40 2.000 1.000 4.000 ~ 2 ~ WOVEN WIRE FABRIC s stn ~ U) w. ~ ~ SILT FENCE GEOTEXTILE FABRIC
p ~ ~ i O ~ M Q ~ ~
'*W ~ ~ p ~ of t ~ p . ~ r U ,I ; Z FILL SLOPE
PERMANENT SEEDING (RIGHTS-OF-WAY) p ~ ~ -USE SILT FENCE ONLY N ~ a
$~p SOIL AGENDMENTS MULCH un - ;o WHEN DRf~NAGE AREA N$ • N ~ M DOES NOT EXCEED 1/4 ~ GRAgE
ACRE AND NEVER IN AREAS
TALL FESCUE SERICEA KOBE LIMESTONE ~0-10-10 SSW AUC 20 TO QCT 15 (LB/ACRD LESPEDEZA LESPEDEZA - (LBIACRE) FERTILIZER (l8/ACRE) . ~ F CENTRATED FLOW. O CON o » I 6 MlN. COVER
FEB i TO APR 15 ~~I~R~ (LB/ACRE) (LB/ACRE) . ,~w~ d~;. OVER SKIRT ; ~4€r~;-~ - ENq OF SILT FENCE N
80 20 10 - 4,000 1,000 4,000 ::1~, ,FE't~ NE ANCHQR SKIRT AS r : • < NEEDS TO BE TUR q ~i ,.1r:
TALL FESCUE IESPEDE7A LESPEDEZA MILLET IJMESTONE pERTILIZER STRAW a UPHILL. gIRECTT:D BY ENGINEER
n. .~W I V
MAY t TO AUG 15 ~L8/ACRE) (LB/ACRD (LB/ACRD (LB/ACRE) ALB/ACRE) (LB/ACRE) ALB/ACRE) Y W Q: ~~f~ ~ °~+y a ~~r~ ~ * FOR REPAIR OF SILT
80 20 10 10 4.000 1,000 4.000 w ~.,.'x~..`:' ~ FENCE FAILURES USE Z •WZ~ ~ Z
TALL FESCUE SERICEAI KOBE RyE (GRAIN) LIMESTONE 10-10-10 SSW z p , ~ z p ' Q NO. 57 WASHED STONE. ~ ~ ~ W ~..>~~~.~.:~p Z p FOR ANCHOR WHEN SILT
(LB~ACRE~ LESPEDQA LESPEDEZA (LB/ACRD (LB/ACRES FERTILJZER (LB/ACRE) ~ ~ v~ ~.~~~~"t.~i ^~:.~~.`:u~.: co FENCE IS PROTECTING
OCT 25 TO MAY 1 (LB/ACRE) (LB/ACRE) ~~/~R~ k(y V. W W U w ~ : ~ c~ Q, z CATCH BASIN. °M~
80 20 10 40 4,000 1,000 4,000 U? I ~ V1 ~ N. 7~
5 , . m ~ r. it ,
F IGH CITY QF RALEIGH CITY 0 RALE
PERMANENT SEEDING (LAWNS) CENTRAL. ENGtNEERtN6 gEPARTMENT' CEt+tTt?A!. ENGlNEt~R1NG t7EPART~!l:NT :NT
SEED SOIL AMENDMENTS MULCH 10 S aat~ ~/~/aa a sr• ,r~ RLM514NS p?~ ~/~/aa a~w~v ~ REVtS N
BLEND OF THREE OR MORE LIMESTONE ~0-10-10 ~W ~ a TEMPORARY ~ CONSTRUCTION
- ~ SILT FENCE o ENTRANCE
AUG 20 70 OCT 15 NRF TYPE TALL FESCUES ~~/~R~ FERTILIZER (~gIq~RE) FEB 1 TO APR 15 (LB/ACRD (L8/ACRE) o
25D 4,000 7.000 4,000 S`fD. # 40,02 S1'D. # 40.04
SUFFER 1,MPA!QTNQTES:
i. THE FOLLOWING INDICATES THE TOTAL AREA (SF) OF CLEARING IN ZONES. 1 AND 2 IDENTIFIED
BY THE RIPARIAN BUFFER RULES FOR THE NEUSE RIVER BASIN:
ZONE 1 3,507 SF
ZONE 2 1.527 SF
at,
J-%,60000\60034\31 -EDEN LANE\Drowinge\Civil\600~\CO3.dwa CITY OF RALEIGH PUBLIC DUBUC UTILITIES DEPARTMENT
NOTES: ERDAM CREEK YMRCEPTOR
Underground fociltttes, structures, and utilities have been plotted from available surveys and records, and therefore their locations must be a° FESS~o SOUTHEAST BEAVERDAM " °AR°`' OLuamL Wheler PLLC
considered approximate only. Thace may be others, the existence of L wo EDEN LANE SANITARY JITARY SEWER RELOCATION
which is presently not known. The Contractor shall comply with the FOR t~siRUCnON
Mouth Carolina Underground Damage Prevention Act. Before excavating,, JHE 1/05/07 the Contractor shall notify each utility owner having underground ~ CRA 11/06 JHE SRH °Environmental Engineers and Scientists EROSION AND SEDIME1 E"DIMENT CONTROL NOTES
utilities located In the proposed area to be excavated, either orally DRAWN DATE CHECKED DESIGNER APPROVED DATE ~RINs~'V ~''.,~yOyN H E'~,,. AND D V~ JD DETAILS
or in writing, not lees than two nor more than 10 working days prior NO. to starting,, of intent to excavate. The North Carolina One-Call Center's PROJECT SUPERVISOR DEPARTMENT SUPERVISOR
phone number to 1-800-632-4949. RALEIGH, NORTH CAROLINA JOB No. 60034 CONTRACT DESIGNER PROVED DATE / w?cr - s?Mr G-3
NO. DRAWN DATE CHECKED DESIGNE - - - - -

r
O
••r~...r+~.w..rw..
Z ~~if Z r
O Z U 4 C1 • r,.. W zH I~ Z ~ ~ ( ~ ' • ' ' • W ~ FINISH NEW WMCLES USE AN APPROM XTUNDOW
W ~ ~ N a W a Z q ED GRADE W ~ ~ n. ( , ° • . • ~ W M ¢ z Z ~ s~E cq~R, sTANnARD S-es BASE SEALANT THAT ajAL.L. BE App= TO THE TOP OF THE CONS SECTMN TO M
a~ ~ ~ , • M Z E M pq ~ ~ ~ ~ ~ FOR NANNpLE FRAM AND ~ ~ ~ • ~a waa. F.., v A WATER TIGHT SEAS..
rc DUCTILE IRON PIPE ~ s a ac as I A ~a~ ¢ao~
SEE APPROPRUITE TRENCH DETAIL ~ r
FOR BACKFlLL REQUIREMENTS ~ y 1 •,t 4• ~ FINAL 24 ~iAX . p
J BACKFILL M ~
MECHANICAL JOINT ~o CAST IRON WYE REFER TO CONTRACT MECHANICAL JOINT ~ ~ O • • ' , . , ~ ' • - • ' • \
F... • • Uli. I I ' ' A a U ~ ,
s cy SPEGFICATIONS FOR ~ CAST IRON 45' BEND s a w~ W h q 1~1 O R1 N F- 0. W F- tY ' a' . i, ~ z w i~..' , . , , UNDISTURBED SAIL . i, ECCENTRIC KH, COME MAY
~Z~ W? yW I . W w~ BE USED am W, w AND
PROPER (:QUPUNG ~ DUCTILE IRON PIPE ~W ~ T T ~ - - - - - - - MECHANICAL JOINT ~ w M tY 1 • , , a. q ~W 4. t7 ( Z • • W SEVER MAIM
W W •1' s•. q ' a , NANHOL.E CONE AND BANS, SECTIM SHALL. BE AS I
ASTH, STANDARDS
_ _ CAST IRON 90' ELBOW M ~ q r • ' , , M oc F ; "f 4 -6 DIA, AS Z W ' w a. z • • ~ ~ INITIAL • ' • • ~f SQUIRED ~ : R Ai
a ' • • . ~ BACKFILL :'f ~ ~.w
- - - - EXCAVATION ~ ~ J ¢ • ~ ~ , z a ~ z SPRING \ , Z ~ ~ . ~ Z ~ LINE :;f»,,N ~ • #67 STONE i a w '0' RING SEAL
FOR OUTSIDE DROP EXISTING SANITARY 6' MIN. UNDISTURBED ~ w ~ J o o Z J¢ HUNCHING 4 a OR RAM-NECK
SEWER.FI@E SUBGRADE q Z> y¢ °d M q N PIPE w zz~ w a ~ GRADE ¢ a F- ZZ 4 ~7 ~ o 4 Z
~ .•~d ¢J W 4' BED .o 3 ~ ~ as , ~ DING • j,,;; UBBER BOOT
NEW SANITARY SEWER PIPE _ _ _ _ LATERAL WNERT SHALL NOT
80 LB. BAG OF w Z z ' ~ ~ m 4 ~ ~ ' ~ J N ~ TAMP WELL UNDER • r pq ~ , ~ M = W 0! q y ~ MINIMUM SIDE ~ • ,r BE LOW THAN M09N SPRoo- UNF_ MANHOLE NEEDS 70 BE
N0. 67 GOARSE PIPE CONCRETE CENTERED EDGE OF ~ ? . > ~ ~ . 3 a BOTTOM HA F 6 O,D, GF ~ . ~ ? i \ ~ M pq M ~ Z 0 w v . W W ¢ y L PIPE fi CLEAR 'Q * • • ? ANCE ' ABiE 100 YEM FLOOD PVA ? . ;Qj' 6, OR SEALED AND VENT Ta BE V
BEADING MATERIAL, BENEATH JOINT I ~ 2• - CQMPACTED IN 4" (NOT REQUIRED IN AGGREGATE tom-'-" w t9 Z w o q \ , , q IPE • V • ..t '1. ~ . ;,a ABOVE 100 MR RAM PEAK
LIFTS. ROCK EXCAVATION) NO. 67 COARSE . W F- S W ~ a' Op VJ ~r° ~ t 4. A A Q WHEN SOLE 7WS SAM IN +p Qum" MESS OF -T ANVE SIPS MUST BE SP~ EE SEE SrANOW
COMPACTED • , ~ w ~ ,o a , , SECTIgN A-A : rYP z~W ICAL TRENC H BOTTOM DIMEN ~ SIONS FOR S ORAL IN
NOTE: RECONNECTIONS TO BE AIR TESTED IN ~N 6" LAYERS o,~ ~ ~ _ z SDR 35 PVC G _ = M ~ , . RAVITY PIP eNriOwN TRAM AREAS, TOP OF AND COW SHAU BE 0WALLED A MK OF V AM
ACCORDANCE WITH SPECIFlCATIONS. 6° MIN. NO. 67 COARSE AGGREGATE Z E a m W ~ ~ NOTES . e . ; FMM GROUND *Cr,,
• • fir. • w W~ p a W L For trenches re • J M - w J quiring shoring and bracing, di+~enslons shall ' SEE SCR DBWN SECTMN
' ~ ~ • ' . be taken frar~ the Inside face of the sho . N , • ring and bracin , A r•. ~ s ~ n. Wwa g, Nor ~ Q A
.SEWER PIPE R,~CONNECTION DETAIL o ti a z m ~ asks ar boulders 4 ar lar er to be use D . , °d 9 din lnit _ ? lal backflU, a A HIM, 9' CONPACTED W STONE BASE TO BE INSTALLED
OUTSIDE DROP DETAIL NOT TO SG1LE NOT TO SCALE W w s 3. Alt backfill r~aterlal shall be suitable w U ~ ~ a native material, LANM NEW MANNLIL.E
0 ~ ~ 4, Backflll shalt be tart e a • ? r', ~ . , z ~ as ~ ~ ~ p d in 6 lifts In traffic areas, 12 In ~ • non°-t IN NON-TRAFFIC AREAS, TOP (,R' FRAME NO CUM W" BE
v ~ raffle areas, ~ Z ~ ~ ~ v CITY OF INSTALLED A HIM, OF i' ASOVE FINIUD WAUND SLL4 At
z w Z ~ ~ RALEIGH ,D CITY OF RALEIGH ' ~ • ~ W ar ~ a DEPARTMENT OF PUBLIC UTILITIES
w ~ w: . . W ~ w DEPARTMENT qF PUBLIC UTILITIES • • TYPICAL SANITARY CITY OF RALEIGH
SEWER ~ ce DEPAI LAT R TRENCW BOTTOM DIMENSIONS AND BACKFILLI DEPARTMENT OF PUBLIC UTILITIES
_ a. ¢ o E AL CONNECTION NG 0- a REVISIONS REQUIREMENTS FOR PVC GRAVITY SEWER MA ST DATE ISIO DATE IN STANDARD PRECAST SANITARY
U . rA. H S-3Q ~ _p REVISIONS DATE R VLSI NS DAT .C,A, x-92 E SEWER MANHOLE
4-8-04 S-- TO NOTES -1-g D,W,C, -3- REVISIONS 5 99 _g RRH -3p-d0 5-20 r.c.A, 7EVISIONS ATE ~VISIfNN DATE Y.C A, W L'- a-05
RRN mm 4"
1' LETTERING ~ v~r
RECESSEA FLUSH F~
COVER 17o a yr TOTAL 432 r w ~ SEE VENT DETAIL
O ~av FINISHED GRADE
3 -Y DIA FILES V ENT OPENING TO BE ONE FOOT ABOVE
AT 18~ ar w ve ? ? °------HUNDRED YEAR FLgOD ELEVATIq
SEAL AROUND VENT OPENING TO " CAM-LOK VENT PIPE BE SCREENED
A rte, _ ~ WATER TIGHT MANHOLE ""HOT DIPPED' THRgUGH MANHOLE
~O ~ ~ Q FRAME AND COV GALVr PIPE ER F'ACTCDtY CA T S IN PLACE PIPE
FLar~ i;~ ABOVE ~w Try 12' PRE-CAST TOP SLAB- `''f
l U a air ~ ~ C~ SS ROLL PINS TYPICAL. LIFTING DEVICE r PROPOSED FINAL • 4 GRADE
1/2' DU x 13/4' mw ivr B UNDI,~TURBED SOIL WALL CC~LAR ACKFILL ~ i
t 3~e~ .e. ~ SLOPE F `1`~/ INISHED GRADE MANHOLE TO /
2 7/8' p NOTE: COVER SI1ALL READ AWAY FROM MANHOLE NAVE CAST IN
'CONFINED DACE - DO ~T aiv ALL SIDE ` S, RISER gPPOSITE d 5'
ENTER...PERNR REQUIRED' A$ PLAN SHOWN OW S-25. o ` ` STEPS TO C* '~r ACCOMODATE
TYPICAL CAM LOCK MANHOLE ~ ~T FLANGE 4 MOT DIPPED
28 UY 'a' GALVANIZED • PIPE, A
1 L4~ INITIAL .
BUTT~H Of FRAME :.~.f' .N: o000 BAC o00 KFILL O O O 00 A. )0000ao
FINNED GASKET IN VERTICAL OPEN .j.:.• 1 ~a~ a SIDE
GnSUET IN vERTICp~ FACE ~F COVER TO MAKE ~ POSITION 7 ~ I I ru~c rr rm.re WATERTIGHT.. PLAN F[ FVATTnm
COVER + • 4 •si • 11 1
RING MST BE Y : • o SLIP a o RESISTANT CLEAT • MINIMUM SIDE; 6 #67 STONE THYFE
24' ANCHORED IN ACCORDANCE • • I .D. OF PIP CLEARANCE ;a. WHEN RACK IS
WITH S-25 BOTTOM OF COVE ENCOUNTERED 1P D. OF PIP 12 AXIM JM SIDE o
340 NOTES: CF0 LEARANCE STAINLESS NOTES. V
CLOSED 1. Tren LOCKING DEVICE VENT DETAIL q • STEEt. HOI.TS 1. Trenches requiring shorin and bracin dimensions 9 9? shall be taken from the e
POSITION insid, inside face of the shoring and bracing. OTHER ACCEPTABLE : 12 " COVERS %4F tie
A FRAME 2. Nor i 4 2. No rocks or boulders 4" or larger to be used in initial backfill. i> e;
STANDARD - PENTAGON HEAD S.S. 3. All b . ELEVATION 3. All bockfill material shall be suitable native material. 'ION
OPTIONAL - S.S. HEX HEAD BOLT BOTTOM OF FRAME ' • •
4. Back non- 4. Backfill shall be tamped in 6 lifts in traffic a ? ~''A: r ~ areas , 12 in s o,?: non-traffic areas.
E TYPICAL LOCKING DEVICE #3 OR #4 REBAR
Numu 5. Ache CITY OF RALEIGH traff, 5. Achieve 80% compaction in non-traffic areas, and 95X compaction in ISTAN traffic areas. MATERIAL NOTES: STONE RUBBER T CORROSION STID ATERIAL
CITY OF RALEIGH DEPARTMENT -OF PUBLIC UTILITIES , PLAST
DEPARTMENT 6. If in OF PUBLIC UTILITIES • MANHOLE FRAME 12 ~ AND 6. If in easement 4" topsoil, and CITY OF RALEIGH 1. VENT MUST BE FACTORY WELDED 12" clean select fill is re wired. FABRICATED AND "HOT DIPPED " CITY OF RALEIGH G
RING MUST BE ANCHORED WATER--TIGHT MANHOLE FRAME WATERTIGHT COVER IN ACCORDANCE WITH 5-25 q DEPARTMENT OF PUBLIC UTI CITIES GALVANIZED. - DEPARTMENT Or` PUBLIC UTILITIES ! CITY OF RALEIGH
v SI S WITH CAM LOCK COVER gnat DAT 7. Na boulders 8" in diameter or TREH BOTTOM DIMENSIONS ? 2. MANHOLE NUMBER RENCEt~rs FM NEEDS TO STANDARD DTAND-Eh greater allowed in final backBll. Tue IRM COINCIDE WITH VENT NUME~ER MANHOLE _ DEPARTMENT OF PUBLIC UTILITIES
2-1-8 6JE E 5V9, hills REVISIONS T D ATE S-6 P S_ - 0-00 AND r•cu CONCRETE PIPE. STAND-AF WITH VENTED STACK REVISIONS D TE R VISIT NS DATE STANDARD SLIP RESIST NT
27 REVISIONS 4 DATE R SONS MANHOLE "Q, bi 3-1-87 RRH 3-00-00 DATE S-4 I.C.A. MANHOLE STEP DETAIL.
S_24 12-31-91 RRH 3-30-0 11 - REVISIONS D A.B.B. -15-•0 RR ;IONS DAT AT
5-28
J4 31-EDEN LAN Drowin s Civil 60034 C02.dw
NOTESS
Underground facilities, structures, and utilities hav have been plotted from T available sowsys and records, and therefore their locations must be
considered approximate onl . There may be others, the existence of CITY OF RALEIGH PUBLIC UTILITI UTILITIES DEPARTMENT
which is Presently not known. The Contractor shah comply with the s'
North Carolina Underground Damage Prsvsntian Act. Before excavating, FOR CONSTRUCTION the Contractor hall SOUTHEAST BEAVERDAM CREEP + "JJ Wh ler PLIC CREEK INTERCEPTOR
s notify each utili owner havin tY under round J HE g HE 1/05/07 Utilities located in the cRA 11 /OS JHE proposed area to be excavated e, ~the SRH 20895 .
• ? r orally or in writing, not lose than two nor more than 10 workin days riot DRAW 9 prior No. N DATE CHECKED EDEN LANE SANITARY SEWER x b EnvironmenjLal SEWER RELOCATION
to starting, of intent to DESIGNER PROVED DATE excavate. The North Carolina .bras-»Dail Centers phone number is 1.800-&U-4,949. PROJECT SUPERVISOR i Engineers a i V
DEPARTMENT SUPERVISOR rr q 0'fe 1116 ~p~,1
No. DRAWN DATE C HECKED DESIGNER RALEIGH, I LS
EPK P NORTH Rarer DATE CAROLINA
60034 'R ~AP 7 JOB NO. CONTRACT SHEET CF-
- -

S 2T2.2
R/?!/ ELEY=276. ~5 x • 16 aIP SANITARY SEWER /NV aUT Ni4' =269.75 w S ~ (1 (TEMPORARY SEWER UNTIL 5
~ iNV IN (S~ ;?69,85 ~ ~ aoWNSTREAM SEWER IS ,/r ~ ~ FUTURE 16 aIP FUTURE MH 20 SS A~NHl7l.
27p.6 ~ ~ ~ • ~ ~a RELOCATEa) SANITARY SEWER N 749171.9873 ~ ~ ~
r ~ S 274 E 2x99578.9794 N 749041.7960 SIP 0 ~ E 2x99574.530x
~ 0' C[ CREEK 5 16 S,~ FUTURE 16 aIP =?6~ 1 r t., SANITARY SEWER r~ r~. K ~:.w:
a7,~4 ss ,+~NHa~E /e ©ro / ~ ? ~E'7 Rlv EcE~-aa,~~s Ss ~ 5o FROM TaP of BANK
a~~oo ro ~ /NV OUr N = ~h ? x67.95 aN 4o FROM TOP of BANK ~ a ~ `s
(N,1~267,a5 '~Otn lNV /N (SEA 266:65 30 RIPARIAN BUFFER
- 1 /NV /N 14~ =x68.75 r SS ~ ~ » /N / o ~ 16 DIP STUB ~ ~ ~ R C ~ ~ ~ auL J{~~
WITH MJ CAP (TO FUTURE SEWER ' S ~ ~ ~ ~ r 1,
~ ~ ss ,~NHa~E 24 SEE NOTE 3 R/M' ELEt~ x77.55 2762 r~,,, MH 2 i A
4 ~ 20 HARDWOOD cn lNY our N =2 9.80 rte, SS 1 N ?49045,4135 (1 ~ ~ . ' ~ Fs brv ta~*•~ r r Jn ,t f s; E .r
~ E 2499521.480? ~ ~ ~ M1
/ ~ . ~ ~ 0 fa. j ~ }
/ N L CREEK S5' R~QNHOLL' 22 O~ ~ ~ i' J r j r
5 =26c~7 R/rb' ELEV=2B.2. ~C `r ~ 7 5a FROM TOP OF DANK : ; , ~ . ~ , d_: ~ t
~ /NV 4Ur N = 7 ~ ~ /NV /N S =275. ~ ~ _ ~ ~ ~r ~ ~ ,-r r r . x ~ ~ FRpM TOP OF BANK ~
a SS A~'Nf/OLE 2/ ~ r6' ~ ~ N ~ Rig £LEy 27~5a S Ta BE ABANaONEa ~ ~ ~ 30 RIPARIAN DUFFER ~ Y ~ , , i'
Z" SEE NOTES 4 5 ~ ~ lNV aUr (N~?71.84 ? ~ ~ ~ ~ : PROJDCi' LACATK~N
Q lNV IN =x72.45 $ ss ,uauHatE l1 ~ I 9 ~ ~ t ~ t z~= ~ MH 22A
lNV our NE=x73 0 ~ o ~I 3e"Pmo ~ fit N 748794.3321 t.,
lNV our " a /NV D (E~ a73oo N ?4920?.1690 lc ~ . ~ tB D/P E 2099438.4569 , ; ~ . ~c..~`.;~,,,. ,~,r , ~..w:~ M
E 2099466.?070 / TO BE ABANDONEO ~ / ~ ~ 5 Z 16 DIP STUD WITH MJ CAP ~ LTIQ
~ ~ ~ » ~ (Tp FUTURE SEWER} Ught fat / auhox ~r
4 LATERAL ~ z .8 V / za " t5 TC .8 UV LANE N 1420 EDEN LN. FUTURE MHS SS SANITARY SEWER 5 N NORTH OR NORTHING COORDINATE
» ~ TO BE ABANDONEa ss ,l94NH DIP DUCTILE IRON PIPE E OlE 25 S SOUTH E EAST OR EASTING COORDINATE
16 IP ~ /NV C ~ v a ~ SEE NOTE 12 ~ SANITA SEWER ~ ~ ~fM E~EV 29125 TC TERRA COTTA PIPE W W WEST
Q ~i ~ a 5CE ~ a SS iNV oUr (N~=28595 INV iNV ~ ss M4Nh'(ILE 24 ERT RA.W, R.O.W. RIGHT-OF-WAY
f RAM £~~v-2~,?95 8M DENCHMARK OHE OHE OVERHEAD ELECTRIC
SS ~9NHOLE 22A ~ rNV iN = FUTURE 8 DIP ELEY ELEVATION SCE ~ , ~ (s,~ 28345 ~.y ' ~ SANITARY SEWER CL CENTERLINE SCE STABILIZED CONSTRUCTION ENTRANCE
~ R/M ELEV---282.45 ~ ~ /NV our (N~=a7~55 ~ c SS 1400 EDEN LN. MJ ~ ~ MJ MECHANICAL JOINT
/NV 1N ~E)=x77.75 ~ ~ w '~3 MH o FUTURE 15 DIP S ~ S MH MANHOLE
TO BE ABANDONEa ~ 1 SEE NQTE5 4,5 ~ » SANITARY SEWER 289.9
16 DIP SANITARY SE SS M,4NHaLE 2.3 Q s SS SS SS SS SANITARY SEWER ~ ~ 28s~ rc
i R/~ ELFy q (TEMPORARY SEWER 28.00 /NV Our N -a7a..~5 ~ UPSTREAM SEWER iS ARY SEWER UNTIL ~ 1416 EDEN LN. M SEWER IS ~ ~ / PTION
~ -e'~~, /Ny /N ~'E)=aSO oo RELOCATEa) N 1405 EDkN LN. TH IS PROJECT INVOLVES RELOCATING THE SANCTA ED) THE SANITARY SEWER BETWEEN EXISTING
IM/ fN S =278.00 ~ MANHOLES 21 Tp 23 TO FACT t4t0 ~DtN ~N. UTATE HOME CONS HOME CONSTRUCTION AT 1422 EDEN LANE. A WILL BE REPLACED OR RELOCATED AS PART
SEE NOTE 6 ~ THE SEWER DESIGNATED AS "F'UTUR " FUTURE M ~ E WILL BE F H 23
N 748662.1655 OF THE SOUTHEAST BEAVERDA~I CREEK INTERCEF E 20 ~ ~ EK INTERCEPTOR REPLACEMENT/REHABILITATION
W U W 99260.6760 PROJECT. U ~
U p ~ FUTURE MH 25 FUTURE 16 DIP ~ FUTURE MH 24A
~`S A~INNOLE SANITARY SEWER ~ FUTURE 16 DIP m, LE EN D
/NV our ~E)-asp 75 SANITARY SEWER N EXISTING SANITAd TING SANITARY EASEMENT
5 ~ ~ PROPOSED PERfw POSED PERMANENT SANITARY SEWER EASEMENT
28b:1 ~ PROPOSED TEMP ~ ~ POSED TEMPORARY SANITARY SEWER EASEMENT
``w. - ~ SS EXISTING SANCTA! 18 / 2600 CHURCHfLL ROAD P TING SANITARY SEWER
~ ~ w ROPpSED SANII l N ~ FUTURE i 6 DIP FUTURE I N 748463.7314 SAN TAR' POSED SANITARY SEWER IRE SANITARY SEWER
SANITARY' SEWS , . _ . . \ E 2099221.3226 R - . f EXISTING CENTEF TANG CENTERLINE OF CREEK
l ~ FUTURE MI°~ 24 ~ SILT FENCE FENCE
. RIPARIAN BUFFEF RIAN BUFFERS
1
©
~ 1. ALL MATERIALS USED AND CONSTRUC11pN METHODS EI METHODS EMPLOYED FOR UTILITY CONSTRUCTION
N ° z SHALL BE IN ACCORDANCE WITH THE 2005 CITY pF R i CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK.
cv ¢ 2. GOR ~ ~ E DRILL EXISTING MANHOLE & CONSTRUCT GONNE ZUCT CONNECTION WITH RUBBER BOOT & STAINLESS
_ _T._._._ ___w..._ _..._e_.---.._.._.___.... _ . N ~ w STEEL BANDS.
....._._._._.~_,vwM__.__.___. . ~ _ t o°o _ z ~ 3. GON ¢ ~ TRACTpR SHAD. DEMOLISH EXISTING SHED AND IT: h N : ~ q HED AND ITS CONTENTS.
N 4. USING BRICKS AND NON-SHRINK GROUT PLUG PIPE i ~ w ~ 300 rv; _ _ ~ ~ 5. REMOVE THE TOPS OF - PLUG PIPE AT MANHOLES.
- , . ~ z - _ _ MANHOLES Tp 4 FEET BELOW ~ ~ ~ v ~ . _ W;___ _ _ _ ~ . WITH NATIVE SOIL AND 6 INCHES OF TOP SAIL TO CIP EET BELOW GRADE, FILL THE BOTTOM OF MAN11
~ _ t.__._ ~ , _ _ _ ~ r-- . . f i _ ~ , w ~ ~ 6. U51NG NON-SHRINK GROUT R _ ~ a _ _ _ _ _ ECONSTRUCT MANHOLE R SOIL TO FINISHED GRADE. MANHOLE CHANNEL TO DIRECT FLOW TOWARDS
_ ~ ~ Q _ NEW SEWER P w ~ IPE. , ~ ~n w _ _ , - _ _ _ ~ : ~ _ _ ~ ~ _ _ _ 7. INFORMATION P
_m_._._._.__.___ _.__~..._om_._...~__ _ _..n._~_._...._.v...... _t.. _ ~ ~ RESENTED ON THIS DRAWING IS BASED r- ~ _ ~ IS BASED ON THE COMBINATION OF A SURVEYS
I w __.N.._____._ __-m_,_ z _ _ _ f_.___.....,-_ . ~ I 7_ _ _ _ _ _ _ _ W a~ a w 295 PERFORMED BY TAYLOR WISEMAN AND TAYLOR AND GE ~a ~uw _ . _ _ _ _ _ ~ w F.. _ _ _ ~ /r_ 8. CONTRACTOR IS RE UIRED OR AND GEOTEK MAPPING.
g~ ~ _ N _ _ . , _ _ ~ ~ ; A!H ?4 ~ MH 25 Tp pBTA~N AU. NEGE;~ARY Q~- .~U . . _ w ~ 9. LIMITS OF DISTURBANCE SHALL. BE BOUNDED BY P NECESSARY PERMITS BEFORE STARTING WORK.
z m...._ ~ W ~ a ~ w ERC~ Q _ ~ _ _ ~ w;.__ ~ 10. SLANTED TEXT REPRESEN ED BY PERMANENT AND TEMPORARY EASEMENT.
~ i ° _ _ _ w .l l_ . © ' GRADE OVER ~ ~ _ W w _ L ~ ~ _ . _ _ TS EXISTING CONDITIONS. B a, FUTURE MH 25 FUTURE WORK. )MONS. BLOCK TEXT REPRESENTS PROPOSED OR
0 N ~ _ FUTURE SEWER _ ~ _a_... . _ _ . _ ~ a. _ , ~ ~ a ~ a ~ ~ ~ ~ _ Au, MANHOLES SHAU. BE 5 FEET DIAMETER.
_ . ~ q O ~ __._._.._-___._m...___._~ a ~ d!H .22A ! ~ Wv _ w. _ .......290 12. EXISTING TC SEWER S 4 ~ FUTURE ~ ~ . _ ~ - HALL BE FILLED WITH FLpW ABLE R. I FLOWABLE Fitt CONCRETE. THE EXISTING SEWER
_ ~ ; TO BE ABANDONED MM 22A _ ~ ~ _._.___._____~...,.._~__.__._.__._m___._..~______.~____.._ SEE NOTES 4, 5 ` ~ n. _ _ _ 5 YCP.__ DOES, HOWEVER HAVE A SEVERE n., pFF"aET JOINT 25+/ JOINT 25+/- FEET DOWNSTREAM OF MANHOLE 23.
_ _ . _ _ . >5 t~P _ ._r.._....m _ . _ . r---•
16» D P W!m J CAP FOR TO BE ABANDONED _ _ . _ . _ _ SEE NOTE 2 - _ t ,...~W-.. p..... ..rM--~ ~ ~ ; f _ .FUTURE r°,
FUTURE CONNECTION SEE NOTE 5 _ __w_ _._..____w__ ...,.W.~...._. i . .__...,...r.,,. _ _ ; ~MM 24 _ _ as
_ ouTSIDE DRa P _ r _ r ~ .FROM HATHAWAY . . _ _ _ 285
SEE NOTE 2 _ -~w,.. 15 YAP _ _ _ _ _ . , _ C-1 PLAN AND P , ROFlLE EX II?
! ~ 0 ~'i4Y _ _ -0 ~ G-2 _-t.,_ _ w... _m. _ _ ~ DETAILS _ _ OFILE
INV C " MH 21A _ . B F/,~1M LEW/S _ . _ . _ . -3 EROSION AND SEDIMENTAT~~ SEDIMENTATION CONTROLS, NOTES AND DETAILS
d _ WITH VENTED , _ _ 15" {~'P ~ FARA/ RQQD w . ~.___._._...~._.~.~..,_w.,__..~___._...~_..._ ~......w.___.._._.______y._.__ _ _ FUTURE MH 20 . ~ . STACK t5" tiGP TO _ . ~ . _ . _ ~ _ m
2~'1 BE TO BE ABANDONEa ABANDONED " v FT , U LIRE . - . _ w~,,,
15 Yl;P _ DI _ _ 10Q Y~~R F1,00D.~._.._ t . _ _ _ ~P ~ 2sa , _ . . . _ _ 16 DIP w _ ~ tJRE _ _ FUTURE T{ PUBLIC
_ SANITARY SEWER _ , t6" D/P _ ,,~,,...-r--~ SANITARY SEWER w . ` OIP 16 DIP ON EX-TENSION ~YSTEM
TO BE ABANDONED ! . . _ _ l FUTURE _ a _ _ SANITARY SEWER SANITARY SEWER ,.F ~ n,C ~t,~ n~ o.tCtrt.~
, 4 vii yr ~r+~wn WIyJC 1Y 1;) 1 V 1 Mt Wr 16" DIP CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON J U l Mt L;VNNt(;1 IUN AND EXTENSION OF THE
275 ; FUTUR TURF SANITARY SEWER _ METHODS USED FOR THIS PR( CONSTRUCTION SHOWN ON THIS PLAN. THE MATERIAL. AND )R THIS PROJECT SHALL CONFORM TO THE
D 16 DI FUTURE 00 9.72 LF SANITY 16" DIP 275 STANDARDS AND SPECIFICATIONS OF THE CITY aF THE CITY'S PUBLIC UTILITIES HANDBOOK.
16 DIP ITARY SEWER---------- 16 DIP WITH MJ CAP FOR 16 DIP 0 7.2% SANITARY SEWER CITY OF RALEIGH
t FUTURE CONNECTION PUBLIC UTILITIES DEPARTMENT PE
INV E AUTHORIZATION TO CONSTRUCT •
270 264.45 LF •
_ 14.68 LF 16 DIP 0 1% DAT 270
16 0/P 16" DIP _ 0 3.13
STf.EL N'/TH ` INV C! ~ t6"GYP GRE£K' -
STREAM INVERT 270-271
285 ATTENTION CONI J CONTRACTORS
265
0+00 1+00 2+00 3+00 4+ THE CONSTRUCTION CONTRACTOR RESPONSIBLI 4+00 5+00 6+00 7+00 8+00 SEWER AND/OR REUSE, AS APPROVED IN THE RESPONSIBLE FOR THE EXTENSION OF WATER,
INV (18 IN) ?69.85 ?70.95 271,64 ?7205 273.11 2,75.70 ?,77 75 COIL THE PUBLIC WORKS DEPARTMENT NED IN THESE PLANS, IS RESPONSIBLE FOR )EPARTMENT AT 1.6819. AND THE
275,85 278,60 INV (18 OUT) M..75 24f9.80 271.54 ?71.80 273.01 ?7540 ?,77.55 275. INV C - 75 ?78.55 277.89 2845 ?86.05 PUBLIC UTILITIES DEPARTMENT AT 91,2-057- . 277.79 28,40 HQUfM 91$--057 :,,442 AT LEAST IWEba
272.55 273.01 - 280.53 280. INV D - - - - PRIOR TO BEGINNING ANY 285.95 OF THEIR C OF THEIR-- HEIR CONSTRUCTION.
INV E - - - 276.45 27975 RIM 274945 - 276.51 277.85 FAILURE TO NOTIFY BOTH CITY DEPARTMENTS PARTMENTS IN ADVANCE OF BEGINNING
?7850 279.20 ?82,40 ?8?.45 284.60+ ?8460 STATION - - - 0+00 0+14.68 ` CONSTRUCTION, WILL RESULT IN THE ISSUANCI 286.93 ?87.95 _ REQUIRE REINSTALLATION OF ANY WATER OR S HE ISSUANCE OF MONETARY FINES, AND WATER OR SEWER FACILITIES NOT INSPECTED
- 2+79.13 2+88.85 AS A RESULT OF THIS NOTIFICATION FAILURE. ?N FAILURE.
?91.?5 FAILURE TO CALL FOR INSPECTION, INSTALL A INSTALL A DOWNSTREAM PLUG, HAVE
PERMITTED PLANS ON THE JOBSITE, OR ANY t OR ANY OTHER VIOLATION OF CITY OF
RALEIGH STANDARDS WILL RESULT IN A FINE 5 0 5 10 50 0 50 100 WORK IN THE CITY OF RALEIGH. IN A FROM
J:\60000\60034\31 -EDEN LAN Drowin s Civil 60034 COI.dw VERTICAL 1 "=5'-0" HORIZONTAL 1 *=50"-C'
NOTES:
Underground facilities, structures, and utilities have been plotted from available surveys and records, and therefore their locations must be CITY OF RALEIGH PUBUC UT1UT In puwwwupmp~ UTI LITI ES DEPARTMENT
considered approximate only. There may be others, the existence of
which Is not known. The Contra presently c#ar shall comply with the ~~CIUIM-o 6L 'Wk heleiL PLLC I CREEK INTERCEPTOR
North Carolina Under round Dama a Preven#i n Act FOR CONSTRUCTION 9 g o . Before excavating, the Contractor shall notify each utility owner having underground round JHE 1/05/07 EDEN LANE SANITARY SEWEF 4 t) 3 SEWER RELOCATION
g erg CRA 11/06 JH E SRH utilities located in the proposed area to be excavated either orally Environmental Engineers ' Gros"
or in writing, not less than two nor more than 10 working days prior NO. DATE CHECKED DESIGNER APPROVED DATE
to starting,, of intent to excavate. The North Carotin a One-Call Center's e number is 1- - - PROJECT SUPERVISOR DEPARTMENT pl'1pn 800 632 4849. SUPERVISOR 1 0 PLAN AND PROI dddtrr 1 4t,yt PROFILE
MSUE _ _..~..r. DRAWN DATE CHECKED DESIGNER rr~ ?~c RALEIGH NORTH CAROLINA
NO. PR ER PROVED DATE D J60034 OB NO. CONTRACT
SHEET C--1
w.,._,