20020243 Ver 1_MAPS_20020215

NOTES; e' wAx. 50' MIN,
vAwlAStE As DrRECTED sY n,E ENQNEaI BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TRENCH
SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED. 8' MAx. VARIABLE AS DIRECTED BY ME ENGINEER UPSTREAM END OF STORM DRAIN FROM PIPE FLOW
Ww. ,z-,fs aA. T ~ 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT WARNING S1CN yla ,a a,,, wTERULUATE i ~i'j:,"~;:~',;;> :,~.p•. THE MUD IS NOi REMOVED BY THE VEHICLE TRAVEL-
~"wR 'mss ,^.,i=:°;'^_`~ - ING OVER THE STONE, THEN THE TIRES OF THE 2 3 STONE Tp BE USED m G EXISTING '->~r''::~ 25' OR WIDTH OF VEHICLES MUST BE WASHED BEFORE ENTERING THE L L EE PR CON REA .,..,(SURGE STONE OR RAILROAD%Y PROPOSED STREET, PUBLIC ROAD. L L t/3 PIPE TRANSITION
ROADWAY ;,BALLAST)':,°,~;;~~..~~ WHICHEVER IS NITERMEDIAIEGA. DIAMETER • • • • • • TO 0 GRADE ~ 9..i
GraADE ,;`_•;=:t";r"' GREATER. 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS MIN. 10 GA. L L L L YsRES - _ LINE HIRES ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY ..;r° T~'• WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY L L L L VEGETATED • • • • ~ ~
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL DIVERSION ' • • • • • - • F-I ~ REQUIRED ON ~ • I
RESPONSIBILITY FORM. L L L L L EACH SIDE OF , . ' ~ ~
RONT VIEW GRADE RIP RAP • • • • • • • • • t6' ' STABILIZED ~ Cp } SLOPE ~
PLAN srm POST ORANGE. UV RESISTANT, - - - - ~
wortw wNE PIHNC HIGH -TENSILE STRENGTH, B. sLr rEN¢ cEOrExmE YA~ac P01Y BARRICADE FABRIC (TYPICAL) . 3/4" EXTERIOR W v BURY BOTTOM PLYWOOD -
~E: -l15E 91.T FexE GNLY XiLLA OA,UNA(E AREA b OF PLYWOOD • ~ ~
GOES NOi EMCEED 1f4 ACRE MA NE4ER W 1 ~ FRL ELq~E AsEUa CCNCENiHAiEDrLOw ~ ~ rawRFPAflaSLLT 35' MIN, t5' MIN NEW CONSTRUCTION FRONT VIEW s ~ rAruus. ~ EXISTING ROADWAY STEEL POST _ STABLE - p • , rr
-EHO ar 9LT fENrE rims ro eE TuwNm xa sr wtiwEG sraNC 40" o+Ax ral uiorow wrDN sLT WOVEN HIRE FABRIC 4TNCE IS PROlEC1WG P YW INL UNDISTURBED ---i?. .2 M}N • ~ L OOD ET PROTECTION OUTLET ~
aron eAmL WARNING SIGN o ~Ka AG '.'s, . ` 12" MIN. ORANGE, UV RESISTANT, v • V 1RENCH
ti 6" MIN. \ ' " ' ~ HIGH -TENSILE STRENGTH, TREE PROTEC110N AREA ~y , \ \ ~ \ \ ~ ~ POLY BARRICADE FABRIC (TYPICAL) v 16" STEEL UPSTREAM END U IREA ~ FENCE OF STORM DRAIN
Posr EL 260.0 F,..I z 18" LEVEL AT ELEV 260.0
SI V ~ ~ ~ ~ z M DO NOT ENTER a f FABRIC UNDER STONE ~ N ~ 3' x 1/3 PIPE W ~
M GRADE WARNING SIGN DETAIL STANDARD TEMPORARY SILT FENCE CROSS SECTION. P NoTS: DIAMETER CROSS SECTION DETAIL ~ W
v WARNING STCNS 70 BE MADE OF DURABLE, WEATHERPROOF MATERIAL. a MATERIAL a,
I LETTERS TO BE 3` HTCH MINIMUM, CLEARLY LECTBIE AND SPACED AS DETAILED. ~ SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS STAPLED VARIES 3 FT 16 FT
PLACE A SI(kJ Ai EACH END OF LINEAR TREE PROTECTION AAD 50' ON CENTER THEREAFTER, FOR TREE PROTECTION AREAS LESS THAN 200' tN PERIMETER, PROYlDE NO LESS THAN ONE SIGN PER PROTECTION AREA. IN PLACE v AREA. ~ A
3 CONSTRUCTION ENTRANCE AiTACH SIGNS SECURELY TO FENCE POSTS AAD FABPoC. 1) Totel drainage area flowing to silt fence MlJNTAIN TREE PROTECTION FENCE THROUGHOUT DURATION CF PROJECT. - ~ 4'
may not exceed 1 acre. ~-1 SIDE VIEW AODI71pNAt SIGNS MAY BE REOUIRfO BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASfO aV ACNAL FIELD CONDT]TONS. 8' O,C. MOX, PLACE A SIGN AT EACH END OF LINEAR 1Rff PROTECTION AND 50' ON CENTER THEREAFTER. 2) Silt fences should not be used at WAS / / / ~ O WanoNS ~ \ 0.5 FT 1
pipe outlets or in areas of concentrated NOTE: FOR TREE PROTECTION ONLY FlLTI Bow (creeks, ditchiines, swales, etc..,) 2 LEVEL I \ R'' WASHED STONE u u HARDWARE L P OF / / , FILTER acROSS cLOr ll SPREADER ~ ONLY PIPE INLET \ \ \
MIN ~ a F~
COMPACTED SOIL 6 STA ~ NDARD TREE PROTECTION DETAIL 7 `\~\\i\\ \ \ \ \ \ ~ ~ STONE FILTER INLET P / / / / / A
-i _1, ~ ROTECTI ON ~\/~\/\/\/\/\/~\l ~ /i, ~ ~
_ TOP ELEVATION OF STORMWATER BURIED
18" MiN O~ as'-t' ~ ( I I ( Note. Flow should - - - FL g57 WASHED iMax. N 6" MIN , w Z 5FT SECTION A-A W w
i I not run along silt - - - - STONE It H ( fence, use diversion _ - _ _ MIN w 0 265 FT NOTE: ~ a
I Sediment Storage Pit ditches instead. - ExISnNG sLaPE M'N• ' DESIGN FLOW=18 CFS ~ 4.65 FT ENTRANCE WIDTH=16 FT ~I
flow ~ CLA55 1 RIP-RAP FILTER FAARIC Flow VARIES ry1 ~'7 MIN IIII ~ {!u o
- ~ DEPTH=0.5 FT ~
To increase storage " 6~ TYPICAL ---a?- x,57 capacity and prolong life of IS DE VIEW x;57 WASHED STONE FlE,ER END WIDTH=5 FT 1 ~ CRO SECTION II ~ ~ FABRIC LENGTH=20 FT
the silt fence, it is generally advisable to dig a sediment pit E%ISTINC SLOPES
in front of the slit fence off;. 1 whenever possible. 4 DIVERSION BERM DIT NEIGHT k WIDTH DE7ERMA7ED BY p~• 2.85' MIN ~
CH DETAIL E%ISTNG TOPOgtAPHY AND ~ C-1 C-1 VARIES SEDIMENT STORAGE REQUIRED. \
KEY RIP RAP INTO THE DAM L5 F'~~ FOR STABHtZA7TON. .L L5 FT 95 FT MIN i
e~
5 FT B`-i, MIN-" ~ ' t.5 FT 4 `v~:,.=x'-'": ~IR:;G~:-.~'•`':'~ KEYED RIP ~.p- RAP FlE~ ~ 9 LEVEL SPREADER
12" MIN. ~ { a ~`"~M • ~,:a.4 trrc - FABRIC ,I EXISTING SLOPE NOT TO SCALE ~2 FT_.
5 FT 1800 CU FT/ACRE ~ 7. USE FOR DRAINAGE AREAS ti 2r MA% X157 WASHED STONE MIN VARIES
NOT EXCEEDING 5 (FIVE) ACRES 2. EARTH BERM SHALL BE STABILIZED w/ SEEDING FRONT VIEW AINT NA Fri NC I-j
0 CTION \Fa~IC RENSIONS REJECT 1FHPdtARY sEdIRNT iRAP9 ATIER EAgI PERroD Ci SIDMFiCNIT AILNFALL. RFL04E SEOWEM AND PES70RE 7RYP 10 B9 DRGXAL ~ H--I DwEN40N5 NFIEN itff 9EdNFAT NA9 ACCUNUlAiFO 70 ONE-HALF 11K DESiQ7 DEl'fH W' TFE TRAP. PLACE 4F SEDIkNT TNA7 19 RFMOMD ql
3, USE CLEAN COMPACTED FILL MATERIAL FOR EARTH BERM. 8 EXISTING ~,OpE A DF8QNAIFD DM A OFSNNAIFD 090SAI. AREA AND PFPI.ALE 1NE CDNTNRUTED PART DF TXE tFAYE9. FACNG l7iEgf hff STAUCRRIE FOR DAMAGE FROM EP09W OR PPri6. pL9E0pCAlLY CXEtlf iNE DFP1N Ci 1NE SRLLWAY 10 EN91$ tt R A MN61NW
OVERFILL B" sEmED FOR SETTLEMENT -1 CHECK DA STEP SEQUENCE or~,.s 1' FREEBDARD M OF 1,5 FT BELOW 1!& LOW PDIN7 OF ilff EYBNMNENT. DRlEDLQFLY Ftl1 ANY SE77IENENT W 7NE FNBAIOfNFM 7O SIJONILY ABDB OE90N n O pLNE ANY RP RAP g4PLACfO RtON 1NE SPSI.NAY N1157 BE AEFSAGED IMEGAIELY. t.j„i
TOP MIN f ~ siAaug nff Ew ~ / ~ arsm+lcnan xT 5TABl17E iNE EMBANNIYENT AND ALL O191lRRD AISA4 ABG~E B2 96RNEMT POOL ANII OOWN47F2AL FROM 71E 7RAP RRFOIATdY hF1ER CONSRRlCRgI XI1N SEEDING
- 1.5 FT 10 FT MIN 13 13 ~
1 0 ~2:t SIDE -1 5 FT ' o" SLOPE MA% ROCK DAM IN STREAM CHANNEL ~ ~
MAN FILL ° $ o ` H SEE NOTE 3 ~ F""I W
FlLTER ~ ~'p 7:1 SIDE SLOPE FABRIC MA% NANRAL
3 ~ GRWND MIN H w E--i
N W
MAINTENANCE P3"ECI rEwpmAnY SFONFwi Taws wRR EAW PEw1aD a soawcAHr aAwPAU. wtvor< sEnwENT AMI wESraRE rwAA ro ns awoNu E"{ ~ EXISTING OR PROPOSED GRADE tt~~ W
osAO,saILS uca rxE sEarwaur xAS ACGAMXAiED ra +aE-NAU n& oESa DFPDI a THE TftV. PiALE THE sEpMwr TNAT Is NEwoAED w A aESIGiAIa! p4a5;LL ANFA ANa wEPIALi! 1NE CpITA11NfiTED PIAT OF'OIE CMVEl rACMG W t~-~ -f I-'1
ff$af ilff SPUCIUAE Faw DAYAaE FAOI FRW W OR PIPwXL PEPoCgCµ1.Y WECx TIC OFPIw OF THE SP&LWAY TO ENAIwE IT 6 A IWNaN a 1.5 R Beata 7ME LOW PO1XT a 7MF F16AMOFIIT. aAkDVAFIT Fti ANY Yn1ElFMi a 7ME F16A/9l•IIgT 10 31pIRY ABf11E 0E9CN OwAOF. !NY Ai RAP pSPLA® ilpl 11E ~aLWAY wusr ff IePEA® PiEDUT¢T. 3'MIN. Q W
STAeRRE THE 0/1A90ED1 AIO I11 OtSi1.PIBED AAFAS IBIT£ IME HEIR POLL AID 00~6REAY Nall 71F flAP YEOA7FLT MER 24' CONSiwUCiION 11M 9EFDBR - : N _ t y ,
5 . f,. • i,il • ~ 2" ~ F-~ h-4 T~
_1 GRAVEL & RIP RAP BASIN OUTLET 1" MAX t V ~ t-I
1/2 OF 24" RCP 2 / ~ w
TOP EL=280.0
38" ~ 3 / 4 . Q
~ ~ ~
4" g ~ ~ 4 DIAMETER
CONCRETE FACE METER STOPS, TO TOP OF LEVEL / ~ MANHOLE ~ ~ 6 5 ~
2 REO'D, SPREADER MINIMUM SLOPE +1~ ' 3 7 / ~ w
N0. 65 T CAST IRON FORD TRAFFIC COVER g 10 ~ 5
W'T.-46 # ~ ~ 48" WATER ~ ~ NOTE: ALL AIR RELEASE VALVES WILL / ` _
BE IN ECCENTRIC MANHOLES. ~ c~
~1~b ' w „ / J
~ 2" 0" 1 1/2' = 13" MAIN 12 COMPACTED # 67 STONE ~ - ' _ ~ ~ ° \ o ~ ~ . ~ ~
2" = 17" 5" / - o. u. ~o
\ N 5'-0" MIN. w
BILL OF MATERIALS t1 ~ ~
A - - NOTE: PLUG UNUSED 1 NOTES: I PRECAST MANHOLE SEE STANDARD DETAIL U-39 1. AIR VALVE TO BE P-20 WITH a
CONNECTIONS WITH CONCRETE FORMED 3" THICK ° 24" RCP O O O 0 O 0 0 O H-15535 SOLID COPPER DISCS ( 2 TRASH HOOD VACUUM CHECK BY CRISPW ~
0 Q ~ ~ ~ 2 READ, MUELLER OR EQUAL 3 2 AIR RELEASE VALVE OR VAL MATIC VM 45. ~
A COPPER SETTER N 4 2"-INCH GATE VALVE 2. THE AIR RELEASE MANHOLE ~
ALL COPPER PIPE, TYPE K-IN LENGTHS ~ 5 ADAPTER SHALL BE INSTALLED iN THE
PLAN SIDE ELEVATION SHOULDER OR AS DIRECTED 6 2" MECHANICAL JOINT BRASS PIPE AND F Y ITTINGS. B THE ENGINEER.
VIEW A-A SLIP RESISTANT CLEATS NOTES: 7 2" TYPE "K", SOFT COPPER WITH FLARED ELBOW.
1. METER AS MANUFACTURED BY SENSUS OR 3. FOR MAINS LOCATED OUTSIDE OF 8 CORPORATION COCK STREET RIGHT-OF-WAYS THE
SCHLUMBERGER. g 6" DIAMETER DRAIN MAXIMUM DISTANCE BETWEEN THE I hereby certify that i am
2. TEES SHALL BE MALLEABLE BRASS FLARED FITTINGS. MANHOLE AND THE VALVE BOX a civil engineer, registered 10 GROUT, 1/8" TO 1'-0" MIN. SLOPE TO DRAIN SHOULD BE THREE (3) FEET. in the State of North
~ 38" 11 PIPE CAP Carolina, and that this
3. BACKFILL TAMPED IN 6" LIFTS. plat is in all respects 12 2"-INCH GATE VALVE correct and was prepared
~ 1 2" 4, 4" MIN. AND 12" MAX. VERTICAL CLEAR FROM TOP OF METER TO BOTTOM OF METER 80x COVER. SEE STANDARD DETAIL 5/C-12 TO INSURE PROPER BACKFILL. by me or under my
r' 4" OF 67 STONE IN BOTTOM OF METER BOX. 15 ELEVATION direction. 15
5. FOR 1-1/2" AND 2" WATER METER BOX -1 ~ #3 OR #4 REBAR wsr - ALLATIONS, USE SB SO-4 FRAME AND COVER. A A STANDARD MANHOLE AND AIR RELEASE VALVE
I-'-3 /-t ~ 6. BOX SIZE : 1- ' ~,1?N111111ry~/~
i CORROSION RESISTANT MATERIAL s 1/2' SERVICE To HAVE 13-1/a" 3" THICK (RUBBER, PLASTIC) Box, 2" SERVICE TO HAVE 17-1/4" Box. CONCRETE BOX 38" ~ CAR //~i
i~ C~ 7. COMPARABLE YOKES WITH HIGH RISE BYPASS AS ' MANUFACNRED BY FORD, MUELLER, AND A.Y. Q~ iii ~=0 Ess~ i ~ 1.5" CLASS 1 RIP RAP ~ ~
C9 MCDONALD MAY BE USED. - AVERAGE 0 13 ~ ~ X22"
r~ ~,,s
r~ 6
~blt>E~ \ i~
N SECTION A-A INLET INVERT=279.0 \ /i// D, KP
24" RCP i 1 ' ~~ti ~2~ 3 111111 t
~ 1 DATE SCALE
~0 2 11 „ c-1 STANDARD SLIP RESISTANT MANHOLE STEP DETAIL _1 1 1/2 THRU 2 WATER SERVICE INSTALLATION 14 \ ~ -i LEVER SPREADER SWALE DETAIL ~ ~ 1/16/02 NTS
/ DRAWN BY CHECKED BY
DCR edk
REVISIONS / / / / / /
ca L~
O
FILTER FABRIC OR GRAVEL BEDDING
J
PROJECT NUMBER
13 -t 13 01.1982.60.1 1 TRAPEZOIDAL RIP RAP LINED CHANNEL SHEET
_1

47 a d
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° NORT a H ~
PHASE II
O
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r Ix
p . ~
~ ~ r""°r A ° v
a ~ rn 4 S7
0 ~ W
p it ~ o vt,. 1~ W
a a ' ~ N+.{
IIII VIII F~ ~ ~i ~
f D f (12 W ~
~ NOTES: i
i ~
L ASPHALT INSTALLATION 1N TWO APPLICATIONS: 1 1,12" & 1". k
2. USE WHEN STONE%ASPHAI_T COMBINED DEPTH !S GREATER THAN
OR EQUAL TO 70" j
3. A BERM WITTH OF 9.~' IS REQUIRED ON 1.OCA,L ACCESS SYSTEM ~ i i ~ ' ' ~ II
ROADWAYS WITHIN 50 FEET OF ANY INTERSECT4QN AND WITHIN I ~ - ` n ~ ~ ~ ~ r 1 , ~ rr I ~ SE rRIU ' A ~ f T ' l ~,0 r EET OF ANY INTERS CTIQN ON ~OLLECTQt~ STPE~ , SYSTEM E ~ EvY ,Y ac ~Al~
- , ~ RCIADWAYS. SEE STREETS SIDEWALKS A Y , ~ I ~ wiTH sloEwaLK ND DRIVEWA ACCESS NAND ~
~ ~ ~ - STD. >ti~~. ~a.©~ ~ H BOOK (DESIGN CRI ~ERiA). ~ ~
1 I~ P ~ ~ T i ~ I? I I Qri ~ 4. T E AVEPIIEN ~ DESIGN ~ OR MINOR .HOROUGHFARES SHALL BE ,A i If ~
~ - rr ~ re i r I ~ ' ~ f~ MIN11vfUM Qf~ ABC, ~ BCBC TYPE H AND 2 1~2'' Or BCSC ~ ~ ~I ~ f ~
w~~y y, ~ ~ Y~ E I-1 OR I--~. TH T~ I ~ i T 1_ EPAREMENT DESIGN FOR MAJOR ,H,~ROJGNFARES I I,~J i _ ~ ,
ANU ARTERIALS SHALL BE A MINIMUM OF 8" ABC 4 1 ~ i ~ I i ! ' ~ ~ ~1 BCBC (YPt H , , ~ I f r ~ i ~ ~ ~
' ¦ I AND 2 i 2 QF BCSC TYPE I-1 OR I- T ~ ~ ~ W ~ ~ ~ 2, hESE PAVEMENT DES,GNS MP,Y ~ ; , ~ ~ ~ i ~ ~ ~I
UTILITY INSTALLATIONS AND OTHER PUBUC GENERAL CONSTRUCTION ~dOTES BL INCREASED 8Y THE ENGINEERING DEPARTMENT BASED ON TRAFFIC I ~ ~ ' ~ f ~ W H W c~. I , I ~ ~ ,J r 1 ~ i, i
FACILmES, INCLUDING SIDEWALKS AND HANDICAP I ,O~UMES> SUBGRAi E SO,L STRENGTHS AND OR TRUCrC ~QL~MES. I ~ , ii I~i ~ i .I ' ~ ~ (5
RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE F I ITT ~ ~
LOCATION OF A X TO AS SPEgFlED BY CITY CODE. THESE AC L ES LL E ISTING UTILITIES PRIOR HAVE BEEN APPROVED BY THE CITY OF RALEIGH R W I~ RJW 1 I { ~ , ~ ~ I ~
CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE ANO SHALL BE SO INSTALLED UNLESS A CHANGE ~ ~ , ~ ~ O ~
RELOCATION AND/OR REPLACEMENT OF ALL ExIS11NG IS AUTHORIZED BY WRITTEN APPROVAL PUBUC ~ UT1LITIES. SANITARY SEWER GMENTS ARE TO BE RECORDED 1 r ~ c~ I W c ~
PRIOR TO FlNAL A CEPTANCE. - I . ~ Q
2. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT SIGNATURE: ~ O
NCDOT AND "CITY OF RALEIGH SPECIFICATIONS, STANDARDS, U
AND CONSTRUCTION DETAILS". I RAW R~~ r~,
CHIff ENGMEEB~ I ~ © W I
3. ALL EXISTING TOPOGRAPHIC DATA PROVIDED BY WAKE Off, OF p~ U~ILITIFs I ' ~ t j~______.------
COUNTY GIB, SUPPLEMENTED BY TITAN-ATLANTIC GROUP, 3.5' ~ © ~ . ~
INC. IT IS THE CONTRACTOR'S RESPONSIBIt~TY TO VERIFY F'Nf~NEER SLOPE ( " C L 7/a" r~. ~ a"/F;, 1 I fr.
EXISTING TOPOGRAPHY FOR ANY DISCREPANCIES. CONSERVATION ENGINEER t/a /fr. ~ ~ 1 / ~ 1 ~ ~~y 1 7~ ~~,I.s~_~_yf ~~1~1~>? /fir <~'~"~b °Aq'V~al~ E AYE®a °+~~P yoAr 1 ~T ~~k 1
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ~ ~ i. ~.m ' d. a _ . oar°. ° a ° o e s ~Si°EWALK ~
ALL PROPOSED EROSION CONTROL DEVICES AND TO ADD ~ J' f SEE NOTE ~ SECTIGN C-~ a~ruMrrJGUS _or~~R_ E
ADDITIONAL EROSION CONTROL DEVICES AS NECESSARY TO ~ w 3 w
PREVENT ANY OFF-SITE SEDIMENTATION. AGGREGATE BAS[ COURSE j ~ i W W N
CGMPACiEG SUB GRADE ~ d' 0 RESIDENTIAL STREETS = _ = w
5. ALL STREETS WITHIN THIS DEVELOPMENT ARE PUBUC. P, JAN A B C Q E G r? ~ ~ w w ~ ~CD, 41' 2Q.5' 18.0' ~ 1/2" I-2 S" A8C 9, 5' ~ ~
6. ALL STREETSCAPING SHALL BE IN ACCORDANCE WITH 1 ~ a a
CITY OF RALEIGH STANDARDS. ~ a I a w w 3
i ~ O O O ~
7. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE TYPIC~~L..~ ~ ~~E I CROSS SECTION W ~ _ ~ N
CONSTRUCTION ON THIS PROJECT MAY BEGIN. I FOR COMMERCIAL COLLECTOR /~N ~ ~ r'~ - " " C CC~iMERCIAE _OC,~~ f-,,:r.,E ~ , RED ~s ~ III
8. ALL DEVELOPMENT FEES ARE DUE BEFORE CONSTRUCTION N.T. I N N N p
DRAWING APPROVAL. r
O N • /
9. ADDITIONAL PERMITS MAY BE REQUIRED BEFORE N N ~ O O O O
CONSTRUCT'f6N~-~E~fFI~'ROM THE FOLLOWING AGENCIES
- THIS IS ONLY A PARTIAL LISTING, OTHER PERMITS MAY
BE REQUIRED FROM OTHER AGENCIES, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY AND OBTAIN ALL NEEDED PERMITS PRIOR TO CONSTRUCTION. ¦ ~
FINANCIALLY RESPON318LE PERSON /AGENT CITY OF RALEIGH: eseri ~01 1 Q I hereby certify that i am a civil en sneer re istered
1. GRADING PERMIT 9 ~ 9 in the State of North
1. Person to contact should sediment control issues arise during land-disturbing activity. 2. FLOOD PLAIN PERMIT C VER HEFT _ Carolina, and that this O S •i
3. STUB PERMIT Name: Bill Rowland Telephone: [phone] C 1 plat rs n all respects correct and was prepared
4. UTILITY CONNECTION PERMIT SUBDIVISION PHASING PLAN by me or under my
5. RIGHT-OF-WAY PERMIT ~ 6. STREET CUT PERMIT 2. Person(s) firm(s) financially responsible for this land disturbing activity. C-2 direction,
° 7. BLASTING PERMIT UTILITY OVERALL PLAN _
~ Rowland Business Park, Inc. Bill Rowland C3 - ~~~~unuu~,,,,
> " Name of Persons Firms PUBLIC IMPROVEMENT ~ © 10: PHAS I T E THE ( ) ~ E II S LOCA ED WITHIN ZONE X OUTBID _MENT UANTITIES: Ca LOT LAYOUT PLAN _ Ro
i 100-YEAR FLOODPLAIN IN PERRY CREEK WATERSHED (BASIN 2730 Rowland Road, Suite 106 Same TOTAL NUMBER OF C4 ER OF LOTS: 5
0 15, STREAM 26) AS SHOWN ON FEMA MAP # 37183C0351E, Mailin Address Street Address Q 9.. GRADING & STORMWATER PLAN SEAL `
MARCH 3 1992. g LOT NOS: 215 THRO G5 - 5 THROUGH 219 -
~ Roleigh, NC 27615 Same TOTAL NUMBER OF PE s - OF PHASES: IV EROSION & SEDIMENT CONTROL PLAN
0 11. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, Cit State Zi Cit State Zi ~ INCLUDING BUT NOT LIMITED TO LANDSCAPING GRADING y P y P G6 ,F , ~ ( NEB e~ ~
THIS PHASE NC ° BUILDING ELEVATIONS COLORS ,LIGHTING, OR UTILITIES WILL ASE N0. II R ROAD & UTILITY PLAN/PROFILE _ iii, Ka C 7 ~r~i
i ( ) 3. A ointed a ent to receive an notice, rocess, or leadin in an action of le of N BE MADE WITHOUT THE APPROVAL OF THE CITY OF RALEIGH PP g y P P g y g nln 51iDlu
~ processing arising out of any matters relating to Raleigh City Code Chapter 5 Part 10. ~ PLANNING DEPARTMENT. „ „ ROAD & UTILITY PLAN C_8 DATE SCALE
Bill Rowland Si nature Notarized on A lication WATER: 6 =108 LF• 1 =960 l 2 0 9 PP ~ ' 1/16/02 NTS =960 LF• TOTAL=1068 LF DRAY4N BY CHECKED BY
12. THE SITE SMALL BE STABILIZED AND SEEDED PRIOR TO Name of Individual Signature of Agent ROUNDROCK ROAD CROSS SECTIONS _ C-9 DCR edk
FINAL APPROVAL BY THE CITY OF RALEIGH SANITARY SEWER: 8 VER: 8 951 LF
2730 Rowland Road, Suite 106 919 876-6722 - a N ASPHALT STREET: ~ 13. THERE ARE NO KNOWN WETLANDS PRESENT ON THIS Place of Business Inside City of Raleigh Business Telephone ~REET: 1055 LF ROUNDROCK ROAD CROSS SECTIONS _ REVISIONs C10
sITE. A K: 117E
SIQEW L ~ Raleigh, NC 27615 K: 1175 LF DETAILS C_1 ~
Adaress
14. CUT AND FILL SLOPES WILL BE STABILIZED WITHIN 30 n DAYS OF ANY PHASE OF GRADING. DETAILS C-12 PROJECT NUMBER
0
i 15. THIS PROJECT WILL REQUIRE A PRE-CONSTRUCTION DETAILS C_13 01. 1982.6011 j SHEET
CONFERENCE BEFORE A GRADING PERMIT IS ISSUED.
C-1
rt/CDENR/ufAcE $ubmjrtul

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GRAPHIC SCALE - IN FEET ` ~ ~ - _ ~ 1 t l / / ~ f ~ j ~ ~ f ~ i ' ~ ! m < ~ o ~ ~ ; t N ~ t , / ~ / , , f , F--! f f ~F ~J / f ~~j' l ~ ,
~ / ~ ~ A / J , ~ ~
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r ~ J / / I / ~ ~ ~ ~ / l ~ ~ 4 ~ ~ ~ \ ~ , • - I~-~-~
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\ ~ ~ ( /I ~ ~ ~ j~~, r~ / ,4 ~ ~ / 1 ~ A V ~ I , ~ 1 ' / 9 P D ~1 ~ PROP SED ~ ~ i i ~ i 1' 1 - ~ l _ ~ lei l % ~ ~ i ~ l ! / ; ~ l 1 / ~ ~ J~ i ~ / ~ . V / / / l r ~ ~ l ~ / ~ < < A
~ ~ ~ ~ - , ~ l ~ ~ 1 D AINAG~ EA MENT ~ ~ ~ l i i ; ' j ~ , ; r' I x~ I / 1 ~ V ~ i, 1 . r / ~ ~ , ~ i i ( ,POND ~3 BROPO 8 1 / ~ , r ~ ~ ~ J , r, , , ~ , , ~ ~ / DRAINA6I=~EASEM -1 ~ ~ / I r o ~
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is ; 1 ~ / { ~ -.--.~-1- ? ~-''r . ~ ^ ~ 1 ~ r }
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1 ~ ~ 1 1 / - } ~ f ~ S i ~ ~ f ! A AC SS EASEMENT ~ % ~ ~ / f ff/ ( H I 1 ~ ~ /1 ~ ~ ( ~
~ m r ~ l ~ 1 v. 7". l 1 ~ ~ 1 ~ l i ~ ~ `,`f ' ~ ~ ~ V ` ~ / ~ ~ , ~ ~ to ~ I, DRAINAGE MENT ~ / ~ ~ ! w
1 1 ~ r...- ~ a ~ ~ ~ I / ~ r ti / ~ ~ ~ ti ~ ~ Z j ' ~ ~ I ~ / \ f J ~ t ~ W
I ~ 1 ~ ~ 1 / ~ a ~ ~ / o, 1 PR OSED~ 20 r ~ W ~ T V ~ / ~ i ~ 215 ~ ,f / , I i ~ `6R~INAGE E E ~ j P~
~ ~ / / / ~ CV N N ~ /i` r.a 1 ~ ~ b ' .--ter - t r - ~ / / , 1 ~ / I ,
r r l ! / / ~ ` 4 t ~ 1 ~ ~ 7 r ~ - I ~ ~ , ~ 1 / ~ •I I ~ ~ ~ 1 ~ ~ / / / / ~'l ? / ~ ~ ' ~ 217 i , ~ 1 t i r ~ , ` p
I ~ f ~ ~ 1 1 ~ N~ ~ RIP CRAP DISSIPATER #5 ; ; 1 ?9 ~ •i ` + r ~ IIII Illl ES INV Ol~ 28 5 _ / i ~ I , ~ 1 ; , i L~ / q ~ '
~ , 1 I / i ~ ~ i ~ 1 1 ~ 1; , 1 1 ~ t i ~ ~ / i i s/ 1 „ ~ ~ ~ ~ ~ ~ ~fJ I 7 ~ / ll/ 8 1 ~ I~1 r' r
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, , / j / ; ~ j \ ~ / j ~
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l , 1 A, 1~ ~ i i I 1 11 1 r i ~ ,ya....~ ~ ~ k _ t .A r ~ \ C~y ~ / /
/ ~ / / FL H~A~D L~ ~ 1 ~ r ~ 1 r' / J.'~ N ~C ~ ~ ~ l ~ l i
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~ r d ~ l SfiA~10 5 1 .81 ~ ~ / 1 I t , M r~ ~ 1 / i t FFS(:T ,LE l.E~ 1 ~ ~Q ~ ~ - / ~ ; ~ ~
~ c , , ~ ~ t 1 ~ ~ + A ~ / ~ ~ / ~ / ' ~ 1 i ~ ~ 7 ~ ~ - ~ ~ f l~ E , ~ zas. _ .i ~ / " / ~ 1 I
V ~ ~ ? 1 1 I ~ I ~ • 1'~ ~ v. - ~ 1 '
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~ ~ ~ / % ~ PJROP,OSE~ 1b ,I , ~ , ~ / ~ l ~ ! 1 ~ r E ' ~ F, ~ J /I ~ r v C ~ f / ~~i
' ~ ~ r ~ ~ D IN1~GE,EASitMEG~T ~ , ~ i l 1~ 1 ~ I i F ~ ' ~.Lw9 i ~ ~ ~ ~ ~ ~ ~ V 1
/ / ~ ~ ~ ~ _ PROPOSED 10 ~ ~ i, / r t • / 1 ~ (I, N ~ 2 ~ ~ 1 % ~ l I l ~ ~ H 10 ,r ~ / n / / ; ; H w ~ ~ \ ~
J ~ ; ~ 1 ~ 6 ~EVFL SR'RE/;:UE . t ~ , ~ DRAINAGE EASEMENT s I / / ~ TOP AT 28Q.0 0 Gr ~ 1 I ~ ' ~ =i ~ e ' ~ " \ i N ~ ' , . ~ ; RIP R~~DISSIPATOR ti~ ENT \ ~ ~ A ~ l l l w i ~ r ~ ~ '
I ~ / / ~ C-1 l ~N E N / t j / = 74 _ ~ a ~ ~ ~ ~ , ~ , ~ FES~INV OUT 2 .0 ~ ~ ~ ~ ~ ~ ~
. ~ _ i ~ E STING C R P~ ~ / / 1 ~ " • r / RIP RAC RI IPATOR - - / ~ i P RAP'~18S i / / ~ Q'i
~ ~ ~ _ / ~ ~ ~ ~ ~ J a / y.O.C. 305. / r ~ H ~ P D ~2 / r - INV OUT~2S3.5 ~ ? / l J ~ ~ / ~ ~ f /
~ ~ ~ 1 f ,T.O.C. 30 .49 / / / / ~ ~ ' I i i ROPOSED 10 ~ 0 3 i / 5' t y i r / UR;4iNAGE 3 r ` ~ l - / / ! , ! t i Q
\ ~ ~ ~ ~ uN1~ OC9J=~7 j' ~ DRAINAGE -t ~ SYSTEM ~ / / / ~ r a
~ s `~pp~~~ ~ ~ ~ \ ~ \ 1 ~ I ~ EASEMENT 5 •Y J \ \ ~ ! m ~ ~ ~ / r 1 . . ~ ~ r ~i
\ 9 LF 4' P o f j _ ~ J ; ~ ~ _ _ ~ ~ ~ 1 I
~ ~ ~ - I ~ ~ l a _ . 0 ~ ~ l ,1 ~ ! ~ 4 / / ~ ! ~ ( ~ H
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2+00 ~ > 1 , ' ~ ~ ~ E 1 / ~ ~ \ ~ ~ ~ ~
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1 } , / ST,~RT QP PHA I! ~ ~ ~ ~ 1 - ; _ WCUT ~ s ~ ' ' / ~ ~ CONS CT10N. S~ ~ ~ .
1 ~ / ~ iEXi NO'ROAD'AT ST ' ti - t ~a
l 1 ~ ~ 350 ANb RE VE ,r 1 _ ~ • ! s 'i i / REM E)~IST1N CURS INLET ~ t / , ~ ~ F- ~ • "'y^~ ~ ~ ~ i 4.
I ` ` • 4 ~ EX STIN CURB INLET A ~ 9 f~ y ~ - ~ T..C. EX~297.00 ~ s' P ~ 25'~-~ ZOt~tE 1 / I ~ ! I ~
EXiSTlNG S R~1WAT R MAN OLE ~ T. ,C. E -30 ,79 ( INV EX=$81.95 ~ ~ NT - ~ \ i . 14.28 ~ ~ s I • T.O.d. NE 305.9 ~ r ~ ~ ~
f I v ouT- 13.ssr- ~ ~ ~ 1 y \ ~ 4.1 ~ ~w'.~..."`.` i ~ ~ / 1/~- _ ~ 1 sf W N
r ~ ~ ~ ` 1 l \ \ ~ ~ ,r ~ ~ 15 ZONE 2 ~ ~ ~ 1 ~ ss ti 1 ~ A ° ! ~ NEW CWANNEL ALIGNMFj~4f / ` ` • ~ \ E~EW CU B INLET ! { ~ , C-1 / ~ 1 ~ 1 ~ i ~ l f / ; ~ I ~ /
~ r' ~ \ T.O.C. NE 298.4 ~ / ~ ~ ~ • ~ ~ ~ \ 1 ti V OUT 281.95 ~ f , ~ ''i' / l ~
/ i ~ ~ ~ ~ ~ \ ~ s, / o ~ _ A 1 ~ ~ ~ i, ( , i i t~ ~ i ...tom ~ 1 ~ /
~ 1 ~ REt~ VE LEVEL SPREAT~ER ~ - ~ 1 O \ 4 , o F NEW Rid RAP tDISSIPA~fOR i ~ STREAM ~2 ~ STREAM ~2 _ _ , ill \ ti ~
I ~ 1 , ~ ` \ , \ 2 1 ~ ~ -3Q` l ~ ~ 1 - F ~ ~ 1 \ V ' ~ . ~ 20" 1(SEE SABLE) i / ~ r~ r' \ ,
. 12 ~ A ~ \ , ! / i, ~ ~ HEADWA~ (TYP) ~ ~ ~ ~~~~.t~ ~ ; I 1 ~ / ~ ~ . / ~ ~ - r, / ~ / , ~ ~ _ ~ ~ ~ = - ' . ~ ~ I hereby certify that i am
l ~ t , l ~ A ~ NEW CULVERT ~ ~ 4 ~ ~ ~ i i ~ ~ / f f ` _ ~ ! r0` ~ - ~ ~ ' f ~ ~ ~ ~ " _ ~ ~ a civil engineer, registered
i r / ~ ; ~ 1 t ` ~ INl( IN=275. ~ ~ V ' , ~ ~ f ; l 1 , ~6 ~ ~ ~ ~ / / f ~ ~ + ~ ! ~ l ~ ~ ~ ~ ~ ~ ~ in the State of North r r 1
~ ~ t' i / ~ ~ v ~t, INV o~T=v4se, ~ ~ ~ l ~TREAMI~ 1 / ~ ~ v 1 _ i ~ / - ' / ~ 'ti / / ~ / ~ ~ ~ i _ ~ ~ ~ : 1 ~ Carolino, and that this , \ _ ' ) J / / , ' - , ~ a ! / plat is in all respects
/ r ~ STATION=5+49.60 \ s ~ / / ~ , / ~ / / ' - - ~ - ~ ` ~ - ~ correct and was prepared
r / ~ / ~ V PIPE `$KEW=16'00 00 ~ ~ ~ ~ ~ ~ ~ BEDDING DE IL 1 ~ ~ I 1 ~ ~ / \ \ f ~ _ a., s by me or under my direction.
r' ~ 1 _ / l ~ ~ V ~ r
/ 1 il:~ / ~ t ~ ~ ~ ` y , i f / r ~ j ! ~ . / / `v, ~ 1 ~ ~ 1 PF~OPOSED,10p ~ ~ ~ ~ i d f , , ~ ~ ,
, ~ 1 r ~ . / A. A A ~ ~ I~~ ;C~A(N/~C~ ~ASEI~NT ~ t 1 l
~ ~ / , 1 1 , I ~ 1 ~ STORM RAIN. STRU T RE~ T i ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ , ~
I ' ~ r , ~ / r ~ A ` ~ ~ ~ r ' ~ - , ~ off` ess, / 1 " ~ ~ ~ \ / /
w 1 T P MTV, l i ~ ~ I 1 l o STRUCT. TYPE * INV. IN INV. IN INV. IN INV. IN ~ \ I , , ~ ~ ; II _ - w - SE
Q N0. E V NORTH. SOUTH EAST T -0UT 1 ~ ~ ~ ~ ~ j 1 1 ~ ~ 1 t ~ i > > ~ , _ 7
~ 1 CI X96.04 291.5 ` 289.6 289.0 i
0 2 CI 296.04 288.7 288.6 i~t~ QCII~
v UTILITY INSTALLATIONS AND OTHER PUBLIC iii R D. K ,AP ~~~pitll?'It~~~ g
~ 3 CI 293.79 267.9 283.1 FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ZEETS STRUCTION SHALL BE IN ACCORDANCE WITH CITY OF DATE scau:
282 5 RIP RAP DISSIPATORS Y CITY CODE. THESE FACILITIES 4 CI 291.54 284.5 1 _12 AS SPECIFIED B ~ SEE DETAIL 0 C HAVE BEEN APPROVED BY THE CITY OF RALEIGH ES Nom: ALL CON
~ 5 CI 291.54 282.3 282.0 IGH RALEIGH AND NCDOT STANDARDS, SPECFICATIONS, AND DETAILS 1/18/02 1"=50' NGE DRAWN BY CHECKED BY
I W t ST~IE AVE STONE ~ AND SHALL BE SO INSTALLED UNLESS A CHANGE N NO ado La ~,SS iS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC LIC DCR edk
~ 6 CI 289.72 281.5 281.3 1 1 ' 14' 22" I g" SANITARY SEWER EASEMENTS ARE TO BE RECORDED :ORDED
6 2 PRIOR TO FINAL ACCEPTANCE. HORIZONTAL CURVE DATA REVISIONS
0 7 CI 266.27 280.5 EG N ~ 2 32'' 48' 54' 30" I 24" SIGNATURE: Curve Radius ~ Length Tangent p.O.C
8 CI 288.27 280.3 280.7 280.0 NEW STORMWATER PIPE & STRUCTURES
_ _ _ _ . 3 32' 24' 32' 22" I 22" 1 398.06' 36'25'40" 452.90' 234.40' B'2'36"
tIV~IIVtttt 9 C) 268.75 219.6 lly.4 REMOVE STORMWATER PIPE & STRUCTURES
D A 3 5 9 10 CI 297.32 292.6 g 4 3 4 PROJECT NUMBER
C.I. CURB INLET PUBLIC UTILITIES 01.1982.60.II
-1 5 5.25' 11' 14' 22" B 6" 0 11 CI 293.18 290.4 290.2 T.O.C. TOP OF CURB TRAFFIC ENGINEER SHEET
/ 12 CI 294.68 290.9
CONSERVATION ENGINEER C-5
REFERS TO TOP OF CURB FOR CURB INLETS
NCDW/uS1tLC Sbbmittcrl

~ r f ^I
l~~f~ ~°1 ~
Q~ , ! ~ ~ ~ f ~ , 1 / _ _ ~ / a~ I / I ~
[ /rl~~i I / ~ , P l ~ ~ ~ ~ r.._.._ ~ ~p ~ / / 1 I
/ r ~ ~ t \ ~ f'E i.... w . \ t - f ~ ' EEDING NO S UI
t t ~ ~ l ~ 1 ~ ~ ..._r O ~ / i / N SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL rr ~ r ~ / 1. CHISEL COMPACTED AREAS A D F-i ~
f ~ co , / / i , Ng / 1 / ~ ~ / CONDITIONS, IF AVAILABLE. I N ~ ~~3~ / ~ ~ 2, RIP THE ENURE SITE TO 6-INCH DEPTH. Ln
~ i ~ ~ i ~ I 0~ / ~ f f LOOSE ROCK ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACE ~ ~W r j , , / 3. REMOVE ALL
~ Q~ , / f ~ 5 ~ ~ r~ ~ REASONALBLY SMOOTH AND UNIFORM. ~ ~ ~ I SS 1 ~ / / / IX ~
~ ~ 1 _ ~ / 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND M 'Qi
i ; u i ~ J ~ / i " ~ y' / / ~ ~ WITH SOIL (SEE BELOW*). t-~ ' ~ ~ ' t / ! / / / 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONALBY UNIFORM SEEDBED iS ryry ~ , / ~ W `s
~ ~ / ~ I ~ j / , / PREPARED 4 TO 6 INCHES DEEP.
I ' ' ~ ~ ~ FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT ~ ~ ~ ~ / 6. SEED ON A ~ OR CULTIPACK AFTER SEEDING. 1 ~
i i ' ~ I l / ~ W 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
( 2 ~ i ~ c- i 2 ~ ~ __rr Y PAIRS OR RESEEDINGS WITHIN THE ~ 1 5 CO STR CTiON' ENTF~ANCE ~ 47 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSAR RE q N ry~ C-1 ~ ry^ PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, RE-ESTABLISHED U
l r I. J M ~ of ~ FOLLOWING ORIGINAL UME, FERTILIZER AND SEEDING RATES. 22 S ~ z
! ~ ~ ,a I J [ ~ ~ R~ 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
( ; r I I 43, i ~ i G J • - _ `ry~"- ~ ENT COVER IS ESTABLISHED. J - _ ~ r PERMAN 43,443.t~8 ~F , ; x ~ ~
' i ( ~ ~ 1 11,00 AC. I i * MEST NE - 2 TONS ACRE 3 TONS ACRE IN CLAY SOILS W ~ 1 ~ / ii ~ APPLY: AGRICULTURAL LI 0 / ( / )
~ l , ~ t • ~ ~r ~ oo r i / ~ ~'2 FERTILIZER - 1,000 LB ACRE - 90-10-10 / / J ~ ~ t 1 0, R- 20% ANALYSIS r , r / ! t SUPERPHOSPHATE - 500 LB/ACE
/ I ~ 5 ` ' ~ 1~ / ~ \ \ ~ 7 ~ d- ~ ;r _ o f l' r a f ~ / ~ , I ~ j l ~ "N~ / r ~ j ~ I i ~ 7 I ~ j ! I i~ Q I! Y ~ ' ' ~ / / ~ / ; MULCH - 2 TONS/ACRE -SMALL GRAIN STRAW aa--~~
~ ~ i ~ a ~ i ~ ~ I + I ; ~ ~ ~ ~ a I o I I I / i I -ASPHALT EMULSION ®300 GALS ACRE I--~ ~ / / / ANCHOR / ,f ~ I
~ ,t ~ ~ ~ \ r~;! ~ ~ 1 7 - of \ ~ 1 ~ ~ ( ( E l ~ 1 i ( ~ ( ~ i I ~ , ~ , i i , ~ a
' i i 1 j i o ~ , , ~ I ~ E I l i r ~ ~ ~
! / / ~ Q'' / j , ep M 5 ~ / SEEDING SCHEDULE
r I ~ ~ ~ ~ w, , ~1 .P i ~ ! / ~ ~ N ~'1 1 OUT MINEDIATELY BEHq~D CONSTRUCTION IN ACCORDANCE ~ , SEEDING AND MULCHING SHALL BE CARRIED i;,'~ p~
~ I ~ ~ ~ ti, ~ ~ r ~ / ,l ~ I ~ ~ I ~ ~ ~ ~ , , y o l '1 ~ ~ ' / Z ! ~ ~ ~ ~ ( PATH THE FOU.OWING SPEpflCATIONS; ~~e+~ ~ w ! ~ ~^4
I ( ~ ~ N~- f ~ 1 4. ~ >1 r I j ~ 1 ~ , ~ 1 I 1 J I _ ~ { I ~ I I ~ I ~ ~ / ~ I ~ r ~ ~ i / / / f t l~ ! ~ f 1 ~ ~ ~ SHOULDERS, SIDE DITCHES, SLOPES (Max, 3.1)
1 ~ I~ r t )'I ~ r / 1, ~1 / ~ i I 1 1 ~ r / r ! ~ r 2 CON Ot~R I I ~ ~ t Ngg. ~ ~ ~ ~ i~ ~ ~ J 1 ~ TE TYPE PLANTING RATE
• , 1 / I ~ 1. i \ ~ A EI / / if ~ l~l~ ~ I / / ~ ~ ~ _w fa ' i ~ W l B Op' DA W r f 4 CON R ' s`a r ~ j (per 1,000 eq,it.)
~ y V / I l` ~ / a ~ _ r ~ i t ~I ~ ~ I~j; ~ j I ~ r 1 ~ N ~ ~ ~ ~ ~ $3 ~ - ov 1 Tall Fescue 120 Ibs./acre 2.8 lbs. w W ~ - / / / ~ ~ i O,~ 18 Aug 15 N b .acre 2,8 Ibs. ~ / ~ ~ Nov 1 Mar 1 Toll fescue 120 I s / ~ a
1 / t ~ ~ ~ jI~ •d' do Abruzzi Rye 25 lbs./acre 0.6 lbs. ~ ~
Ay \ ~ ~ ~ ~ ~ 1 l ~ / r ~ ~ I ~ I i ~ f I ~ ~ i ~ - ~ ~ ~ ~ '~r'~ i ~ ? f n ~ f ~ EIP ~ ~ ~ 0 i I ~ f ~ i( r ~JI I~i~ ~ ~N8 21 E ~1~ _ 120 Ibs. acre 2.8 Ibs. EIP / / i , ' ~ Mart Apr 15 Toll Fescue / r~ I % ' on Bermuda rass 12 Ibs. acre 0.3 Ibs. V / ~ Apr 15 -Jun 30 Hulled Comm 9 / Ifl ~ III!I
r , ~ A r J / ~ ~ ~ ~ I, ! N921 F~ ~L r ~ -l-~ / / - f 9 0 r l 1 , 1 59. 1 t y. ~ r 1 ~ ' ~ - ~ r ~ : ' / Jul t -Aug 15 Tall Fescue and 60 Ibs./acre 1.4 Ibs. ~ sr O _
~ ~ 1• ~ ~ I ! ( ~ ~ 137. ~ ~ ~ ~ 1 l ~ j , 3 ~ R t TE PORARY SE~lMENT ASIN ~1,, r ~ i f - 1. , RI~A~IAN ~ FE f G I ~ 1 j ~ ***Browntop Millet 35 Ibs./acre 0.8 Ibs. ~2 J w ~ f ~ ***ar Sor hum-Sudan H rids 30 Ibs./acre 0.7 Ibs. ~ w ~
~ ~ ! 1 r ~ ~ ~ ~ r r ~ j t ~ l r I i I ~ I ~ ~ ~ ~ ~ ' 2O`- ` Z'0 E / , DRA~JAGE Ai2EA-1.~ ACRE ~ ~ A ~ (I 1~ `v r ~ ~ , 1 i/ i r' ( ~ I 14 4.5 `I ~ I / ~ ~ r / 9 yb •~3 - _8
~ ~ 1 ; ! ~ j r ~ ; ~ ~ ~ ! J i ~ ~ _ - ~ ~I Af~l ~ BU~FER , ~ ~ A BASIM•DEPTFI~ ,f / / / t ~ ~ / r ~ SLOPES (3.1 TO 2:1)
1 ~ ~ r { I J ~ ~ t l ~ ~ ~ ~ ; t • ~ ~ , _ ~ t - ~ ~ f I C-1 TOP= 6'x48' TEL 2~4 ~ ~ l 1 r 4 5 I'~ I ~ 1 " / ( ~ ~ ~ i ~ ' ~ , , ~ ~ ~ i / , / / / 1 J ~ IREQU~RED SED ENT S~TORAGE~180O CF, / , / / / \ Q7 ~ ( ~ ; (per 1,000 aq.ftJ
~ + ~ ° ~ / ~ i ~ , ~ < < I i I r ( ~ i ~ r ~ RO ED SEDIM Sl` AGE=1,957 CF ~ / ' ! ~ ~ i ~ - i Le deza scarified 50 Ibs. acre 1.2 lbs. / / / \ . 215 / Mar 1 Jun i Ser cea ~e ( ) / r/ ~ Iii &
~ A ~ ~ I ~ • A ~ i ~ ~ LOPES 2H. , i ~ t I 1 ~ I / / ~ i \ / 4~ ^ \ ~ I ' Mar i - A r 15 Add TaN Fescue 60 Ibs./acre 1.4 lbs. , / / ~ ( 43,867.95 SF. P )
~ ~ DT,I~ / r f / ! r ~ I ~ ' f ; l 1 ~ - ~ t r r t ~ 217 V ' ~ v I ~1 ' I ~ i ~ ~ T • ~ ! / pl f qtr) y ~ ` ~ Mar 1 -Jun 30 Or Add Weeping Lovegrass 5 Ibs./acre 0.1 Ibs, / 2 1 1.01 AC. / ~ J?~ ~ , i ,y Mar 1 -Apr 30 Or Add Hulled Common Bermudagrass 8 Ibs./acre 0.2 lbs.
~ ~ , / Jun 1 -Sep 1 '**Tali Fescue and 60 Ibs./acre 1.4 Ibs.
~ ,r ~ ~ ~ I I ~ ~ ~ ~ ~ ~ \ l 78, 22. \ Millet 35 Ibs. acre 0.8 Ibs. F f ~ f~ *Browntop / / / i` , ` 'I ***or Sorghum-Sudan Hybrids 30 Ibs. acre 0.7 lbs.
~ _ r, ( , / , 1 , ' ~ , ! ~ ~ , A t ~ ~ ` ~ 1,80 AC. ~ ~ f f 17 ~ ~ I 1 ~ v / ~ \ ~ ? i ~ 17 / ~ ! ~ I ~ / ! Sep 1 -Mar 1 Serica Lespedeza (unhulled-unscarffied) 70 lbs. acre 1.6 fbs. ~I
I , ~ ~ ~ f ~ % 0 Ibs. acre 1.2 Ibs, ~~yy ' and Tall Fescue 5 / W I 1 ~ / ~ i ~ i (Nov 1 -Mar 1) Add Abruzzi Rye 25 Ibs./acre 0.6 Ibs. E..i ~y Z
~ ~ r l I ~ t i I t ~ i ' l A ~ \ ~ i I > ' W H
~ Jz I I ! , , r h~ ~ ~ r' r3 rvation Service for additional in- \ i ~ ~ ^ Consult Conservation Engineer or Soil Conse -w , t LIMITS OF r ^p /;rr5 formation concerning other alternatives for vegetation of denuded areas. The above
J / ~ t EELS r~; r those which do well under local conditions; other seedin
r ~ 1 ~ 01 O / 290 CON UR t EXISTI TR ~cp/ vegetation rates o e 9 i / ~`V" rate combinations are ossibie. / / p/ P
I , / J / ~I - ' . ry 7 - c din to o timum season for desired ermonent ve etation. ~ '~4 C~,~ ; ~ / , / 1 f / " ~1 TEMPORARY Reseed ac or g p ~ P 9
I l , ~ 4 I ~ \ ,E~IS~II~G Cbi~C. ~ ~ , / • ~ ~ I ~ ~ r ~ I , ; ~ / . , ~ ~ ~MENL~`A~SIIV JJ ~ Do not allow tern orar cover to row over 12 in height before mowing, otherwise ~ ~ iJ ~ 288 CO TOUR , l P y g - - . _ ~ / fescue may be shaded out. ® H
~ ~ l ~ I ~ ~ l r , j ~ ~ I ~ , i ~ ~ ~ - - G - ~ a =0:8-ACR S ~ V ~ ..~R~I..MORtJJ~ENfi ~ ~ ~ ~ ( ~ ~ ~ I ~ ~ ( ~ 4 DRAI ~J~+. E.; ~ _ _ , i + ~ ~ ( ~ , / ~ ~ ~ ~ S 1 ( r I ~ ~ „ ~ 1 / v _ _ ~ ~ BA~SI ~TH=4.5 ~ ~ ~ " , , ~ W / /
r ~ ~ ~ ~7 ~ F~V H ZgRD~ ~ I \ ~ 1 \ ~ I V°'1 ~ ~ ~ ~ r / ~ / i E ( I ~ 4 ~ ~ _ \ TbP-2 X4 AT EL~``t9, ~ _ i - ~ ~ - N t ~ ~ i--~
~ ~ ~ ~ r i I ~ t ~ --RF ,S'gplM 'F ST AG~.-1575 C ~ / ~ ~ , j a / ~ ~ I l ~ j ~ 1 l v aPt30VIDED~DII~N OR E ~1 93 CF > i \ ~ 4.~ Q ~ / 3 ~
~ d' ~ >y ~ s / ~ ~ ~ / ~ a ~ ~
j ~ ~ i / , ~ / 1 J ~P ~R E~ ME jf A N ry ~ 1 ; - ~ ~ ~x ~ \ ~ O ~ 30 / W IJ-I
r ~ • a 106, 4.1b . 1 ~ ~ ~ " ~ ~ V I / - / r NDPTH=.5j r~ ~ A \ \ ~ . , P~1 i ~o ~ ~ ~ ~ ~ ~ / I
~ ~ ~ ~ / 2,44 AC j ~ ~ _1 ~ x 2 .oo, ry 43.75 S6 ~ \ ~ ~ 5 ~ ~ / J / 1~J~ CP' ~ ~ 276 CON \ ~ ~ 1 ~ ~ ~ p.l ~ / ~
~ ! / I'(tQUI E SED M S ~ .63 AC: ~ \ ~ \ Q , ~ ~ ~ / ~ ~ /'r ~ /PR~iVI E ~r~dlM N S'T <Cf~~,- ~ 278 CONTOUR / ~ ~ ~ ~ iir r ~n 1 /dry
t0 7" , r \ _ ~ / / 1 f ! ~ ~ asp t r ~ ~ / I E^1
~ ~ ~ ~ ~ ~ / ~ / r ~ ~ i l r 1 r r ' ~ ~ 1 I ~ 2~0'CONTOUR / ~ ~ ~ ~ \ ~ I ~ , ~ / ~ , ~ f A ~ NTOk7R / ' ,o~~ JAh / ~ / / , Z H ~ ,
t f / / 1 P'rDi bR. ~ ~ A 282 CO ~ ~ ~ ~ ~ _ ~ t I y ~ / ~ BEM ORA'~Y IP R I / . / -2~ / ~ w - ry ~ / ~ W W _2~_ ~ i ~ / . ~ _ , r r >>2 ~ , l ~ l i ~ e-1
P ~ t ~ ~ ~ - I 1 ~ . ~ ~c r 1 i ~ l r N ~
~ ~ r ~ i / VEF~AGE ~TQNE 41 ~ I / . / ~ 1 ~ ~ / f / r" 1 / 'r I NE ~ i ~ ~ ~ / e t " - ~ / / I r , , CONSTRUC110N SEGUE C % / ~ - r l ~ I ' l I ! 1. Obtain radin permit.
1 1 ~ ~ ~ ~ ! ~ r r ~ ~ ~ \ C 0 / I / ( ~ ARRO L~N ~ i ~ ~ v ~ ~ ~ e ~ ~ ,
r ~ l ~ 7 ~ r / ~ J ^ry r ~ ~ ~ q i road from station 3+50 to station f4+55. W _ ~ , ~ ~ r ; 2. R ,move exist ng r~
r c,~` ~ A ~ , i ~ ~ ~ ~ . ~ ~ I I 1A r r ~ ~ ~ v. I s ~ _ .~1 ,ry r ,r ~ ;i VL
\ ~ „ , I / ~ ? tern orar diversions silt fencin ,sediment basins i / ry /co ! 3. Install gravel construction entrance, p y 9
S88 4 2$ W _ 1 W ~ I ~ - ~ ~ \ L3~ 5 ~ ~ 216 - ~ / J / ~ or other measures as shown on the approved plan. Clear only as necessary to install 216 t / ~ / ~ W w z
~ r ~ ~ 24¢.30 ~ 1 2.57 r ~ t these devices. s s c?
~ I ~ r 2 3.6 ~ 1 ~ ; ~ ~ N ~ ~ ~ ~ h 1 ( 39147.4! / r 0 ~ t I~~~ ~ ~ 7+Od > 39147.49 SF. t i n e. ~ ' f / ~ 4. Call Environmental Inspector and obtain Certificate of Compl a c = = w
4 N N r ~ Y ~ I ~-----~-t-~-~~-.i~.~ ~ ~ ~ ~ r s+oo ~ ~ ~ 0.90 1 i a N 0 I t AC. ~ i ~ ~ ~ ~ 0.90 f J c? c?
1 ~ ~ ~ ~`~L 111 ~ I , ~ ~ 1 ) I/ f 'fi ations. Rou h W ~ ~ i ; i f ! 5. Begin clearing and grubbing. Maintain devices as needed, per specs c g Z a a ~
t 0 ~ I~ ~r ~ o w n w ~ i ~ ~ I ; r ! 1 Be in construction of new stream channel alignment (5a). o a o: a , / ( ~ grade site. g ~ ~ ~ 3
~ -0 0 n j ~ / / ~ ° ~ ~
/ _ ~ _ ~ ~ A 9.78 - ~ - A cb' ~ i I ! 5a. Construction se uence of new stream channel alignment. ~ o rl~ ~ ~ q W~ ~ ~
°j ' / ! a Be in construction of stream channel from west to east. Do not allow water flow o ~ ~ ) 9 I 7~, i into or throw h new oli nment. 15 i i
I ~ ` { , / / j I _ ~ b) Place filter fabric and rip rap per detail. c-1 © o i
~ 7 ,r ~ % / ! , . ~ TEIytP6RARfif RIP RAP BERM ~ , ~ Asa ~ \ T' T ~ ~ ~ ~ 1` / c Make connections to streams from west to east, installing filter fabric and rip rap ~ ~
/ 2 5~CON8IRUCIf101~ SE RIP RAP\FOR PERMADVE j MI l G ~ ~ / / ~ ~ CLEARING ~ ~ ~ - / C-1 /ENTRANCE RIP P DISSIPp,TERS. ~ ~ 1 Y` ~ ~ o~ ~ ~ ~ , ~ \ ~ / J/ , _ ) o N ' / ,'I / ' r ~ ~ er detail at connections. ~ .,.~;y, A / I / / P N N O
[ / ~ ~ ' rl ? / / 1 ~ ' i r i ~ ~ -ti . chi _ ~ - - - ~ ~ / ~ RIP ~AP WI EXTEND TO 4 1 t i. _ : , ~ / ~ 1 ~ / 11! / d Remove silt fence and divert water to new channel alignment and fill in existing o 0 v )
~ 1 - / f % ~ MP HEIGHT ~ { ~ ~ t ~ - ~ r ~ ~ i 4 / / v A 1. t 'v ~ ~ ~ ~ ~ , ~ i / / ! / ~ r ! channel per specifications.
. t l \ 1 ~ , ~ _ _ ~ r,. - - i- A ~ ! ~ _ r „ " - 1 o~ . ~ , , • ' , ~ r " MP 2 tern orar channel b ass, rip rap
~ a ~ ~ , ~ ~ _ _ , 6. Install two 72 CMP (72 CMP~1 and 72 C p y yP
ao I ~ s fi' I ~ l ~ r t dissipator, and berm. ~i ~ ~ ~ , r i / / r r` ~ ~ if that i am
~ 1 1 v ~ r ~ ~ E '1 , ~ 1 ~ ~ NEW STREA CHANNEL, ALIG MEMT , / r° _ -O ~ ~''O ~ ; , ~ ~ r , ~ ~ , - r I hereby cert y M ,t ~ ~ I', ~ I 1 / r / ) I 1 ' ' _ 7. Install headwall/tailwall structure and CMP pipe #3. a civil engineer, registered
t ~ ~ _ ~ ~ t i / I J I 1 / 1 C_ , ~ in the State of North
~ i } . a ~ ~ s ~ \ \ ~ ~ ~ ~ , , ~ ~ ~ ~ RIP IAN BUYER o O ~ ~ / - ~ t f ~ 1~--- " Carolina, and that this Z _ 1 ! r ~ f ~ ' ~ 8. Move 72 CMP 2 to headwall structure, lot is in all respects
~ ' \ ~ e ~ ~ • ~ t r RIPA IAN BUFFER ~ , / ~ y / r~ V ~ ~ v ~ / r' 0 , r / , i • re ored ~ , t ~ F ~ \ - correct and was P P
r y \ f . ~ y ~ ~ ~ , v ~ , ~ ~ ~ ~ I I 1 ,r ~ ~ f 1 ~ ~ ure. At all times a minimum of two 72" CMPs shall by me or under my ~ ~ - ~ - 9. Move 72 CMP#1 to culvert struct ~ i direction.
~ 5 ~ I r ~ - ! o' ~ / i - be o erational.
r 1 ~ ~ 1 \ ~ i / / r r ~ 1 ~ _
V / / / I \ d culvert structure. ~ ~o , , i ~ 10. Begin backfill aroun Nilllll~
/ j ~ ~ ~ \ \ A ~ / r ~ ~ l I 'SRO f ~ i fencin sediment tra s or other ~ ~ ry ~ ~ ! ~ , _ _ - 11. Install storm sewer and protect inlets with s It g, P ~
© - r 0 ~ \ ~ ~ ~ 1 ~ ~ ~ / r N ry / / i ~ ` - _ ~ ° Provide ri ra dissi ator see sheet ~ ~~issr ti / / ° - oved measures as shown on the Ian/detail p p P ( Q / appr P ~
~ r~ ~ f l \ ~ ~ ~ 1 i ~ 1 ~ ' / of 24" RCP storm sewer. Be in construction of - ~ ~ i I C-5) in sediment basin #3 for discharge 9
` ' 1. i ~ r - ` avement, etc..
co J ~ I E r ! r ' ca / J f >f lr ~ • \ \ ~
U r i ' I r ithin new road ali nment are to remain in place .,F ~ll~ 12. Silt fence and diversion ditches w 9 ~
~ UTILITY INSTALLATIONS AND OTHER PUBLIC he maximum extent ossible. Silt fence and Diversion Ditches are i~'1iq Q during construction tot P i~~~ R p. KP
0 FACILITIES, INCLUDING SIDEWALKS AND HANDICAP to be removed only when construction is required in the area. ~i~»llliily~~~ S
RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS o DISTURBED AREA DATE SCALE 13. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch 1 16 02 1"=50'
~ AS SPECIFIED BY CITY CODE. THESE FACILITIES 2.95 ACRES HAVE BEEN APPROVED BY THE CITY OF RALEIGH ~ ~
~ G AND SHALL BE SO INSTALLED UNLESS A CHANGE CCORDANGE WITH linings, etC. DRAWN BY CHECKED BY NOTE: ALL CONSTRUCTION SHALL BE IN A
LE END EAM 1 DISTURBANCE 1 STR IS AUTHORIZED BY WRCTTEN APPROVAL. PUBLIC AND NCDOT STANDARDS, SPECIFICATIONS, i i d cam letel call for DCR edk CITY OF RALEIGH 14. When construction is complete and all areas are stab I ze p y,
o TEMPORARY SILT FENCE _1 10,939 SF ZONE 1 SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~ SF SF c ED ND DETAILS. inspection by Environmental Inspector. REVISIONS
4,720 SF ZONE 2 PRfOR TO FINAL ACCEPTANCE. 11 OF STREAM = 185
~ TREE PROTECTION FENCE LINEAR FEET SIGNATURE: TP TP -1 15. If site is a roved, remove temporary diversions, silt fencing, sediment basins, etc., PP and seed out or ave an remaining bare areas. Ali remaining permanent erosion control P Y
i 10 STREAM 2 DISTURBANCE devices such as velocit dissipators and level spreaders) should be installed at this time.
rn TF~iPORARY CHECK DAM runuirre un nn r TAI t'CCT ~ Y
® _ LINEAR FEE] UF tilKI-AM lUU U
w 5 become established, call for final site inspection by Environmental PROECT NUMM
o TD--~Tp-~ TEMPORARY DIVERSION DITCH STREAM 3 DISTURBANCE PUBLIC UTILITIES 50 25 0 50 100 16. When vegetation has Inspector. 01.1982.60.II SHEET
LINEAR FEET OF STREAM = 118 TRAFFIC ENGINEER i - 17. Obtain a Certificate of Completion. C-6
0
CONSERVATION ENGINE
Ncp u5 C u mgt u

~ I ~ SEE NOTE S EXISTING OR PRuP(;SEC GRADE ~i a° rin WAxeR - FROPJ~ PIPE FLOVI{ 1.+aN MARKf.P
I ~I Bump t~awoT ~ I
t 50' MIN. TRANSiT10N ~ . i E ~ ~ TO O GRAD}:., +.~sows auii rocemER T`" F~aw ~ ~ ~
i I~ , BUT SUFF1gENT i0 KEEP 1. PUT SLT FENCE OA TREE PROTECTION fENCE UP I ~ / ~ / e, I ! ~ j SEDIMENT ON SITE I TO ENSLIR£ CONSIRUC'AON ENTRANCE i5 USED, _ a` wAx. _ _ _ _ ( .
r'"` vtAVa4c as Da~ECIr~ NY n+e eleoNETS ~ 2. IF CUNSTRUC710N ON THE SITES ARE SUCH THAT ~ ~r:'"'y~,~;i'^.-, t R;;:. ;,;J F IUD f3 NOT REMOVED BY THE 1~EHICLE TRAVEL- f);,(~~T~1 CED _ C . ~ ~ ~ - ~ £"X85(9"t."UNUiEFf ~ I G~TI,TED _ a ~ aAO rnNGlCIrD TQ ~ 7 . ~
b'''-~ INC lR't]i THE STONE, Ti1EN THE TIRES 0'i THE E I I •"~;*L;2"-5" STCNE TC BE USED"v: T 25' OR VflDTH OF yEyICLES MUST 8E PoASHED BEFORE ENTERING THE I ~ DIVERSION EXISTING ~";r:;:;:(SURGE STONE. OR RAIL ROAD.'; PROPOSED STREET, pUBtJC ROAD. ]t § ~ RLQUiFS'ED ON • . NA"NRhJ DRAiNdf~ i f~[' IVERSION _ A!!A {s,?E No;. ~s~ ~ i / f
4~'t/~ DA ROADWAY ;'.~:;,.BALIAST)_ a.c•.->~: v~.A a ~;;Nr Wr11CF1EVER iS - ~ ~ - { ttltEauETxA7E ~ ~':`i. i_a::i•,-'.fx~'*'r: GREATER, t'~ 1'J I.~.'. 9. yepss ,,r..-.. 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ~ ~ EAC}'I SIDE OF . iRED ON •,t~':--:--~--- l1 . ~ e ~ ! ~ DO SIDE OF . . . ~ ~ _ 5TR61L1ZED I
axE ..~r...~M1. ON T6 iNE PU@L!C ROAD, THE GOVERNING AUTHORITY ~`L'' - =.°""^~':.:c `MI.L CLEAN THE AREA ANO INVOICE THE FINANgAiiY '"'dam, R}P RAP) . F C - G~'a :tom ~'.q. ~ . p P . ~ _;t ._.m- . b " 5LOr'~ Nr~ n~~ ~'r ti~;swAeuu~aae I ~ R,A. / . s .r. 1v7 ~ i'LA016E % FLANL'E 1ER11C9A. r.~'p~ \ f r)
m E ''~"FG;.'-:~;?:'z ^ RESPONSIBLE PERSO4 AS INDICA,TEC ON THE FINANCIAL ""fit , ~ ~ ~ . I ._r„_.~__ g I r--`` b' DIAMETER RESPONSkBIL!TY FORM. 3 , - A. Ioz. 3 I u
I I ~ ~ PE + 17 < MANHOLE . } ~ ~ ~ z MINIMUM SLO 9 a \ f . , f I CO ~ d 'e a ~ ~ . ~ ~i l ~ }a T ~ " WASH S CllE I ~l/
oLAN at _ WA ER ' . e'• ' a 12" COMPACTED N0. S7 STON "a-~ e~ o ,f„/ ' o ` I ~ FLFPeYY x iLANGS cLeorr ~ "-',rsr NOTf ;if1 f ~ _ _ I ~
{ 5 I ,P~°iar~q~'}.o• +~a STABLE ' r ~ ? : ~b 21 AiA%. UN7-iLANGE C~NNECTICN P ~ ABLE ~ r--,._ (i w, -n o lo.o' ~ sE~a+e coNC~~ _ ruP aF coNC~r ~ C~
I of ~ ~I " ~ UNDISTUR$EJ --'--sr- , FRU T VI-W ~rnl m ~ { I 5' 0" MI"N. , .r I ~ NEVI coNSrRUCnDN ~ { I ~ v i i- . 35' MIN, 4s` M+N. ~ ~ ~ DUTLE , ~R$EU --~•-sr-. .2 M4N . I ~p rn o , :u p .r ~Nr' r z. ~ „ I 1TLE ~ , v ~ ~ a - s-- ~ U
I Uu I. 0. MATERIALS N07E: ~ ~ £XfSTING ROADWAY 1 4 ~ I ~ ~ A I - _20 1, AIR VALVE TO BE P-2D WITI-f srz¢-~ , ~ ~ p ~ t 1 PRECAST uANHOLE~SEE STANDARD DETAILS I ~ D ~ BLOW oFF ~ I / > N C~ rn tS ~ VALtfc ~ f-I Z.,I _ ~ 3 b 2 .f L9?tGRE7E . ~y. ~ ~ ~ ~ .a ~ -I .X L ~ A 3;OCKiN6
I Fasmc I I ~ _ _ ' 4a" o,11H. 1>a ~ ~ rr1 D m 12 TRASH F100U VACUUM CHECK BY CR!SPIN I Nor atu~ ~ohxn4E rA~x ~x r.... . _ ~ A Z -1. r " ~ LL Zv D.I. ~ i-r5 O ~ SEE DETAIU W-B &
< 5" MIP1. ~ ~ - ~ ~ R VAL MATIC Vh, 45. ~ I ~ ~ -r. I3 2" NR RELEASE vAlw~ _ - o LEVEL ~ u', m ~ ! I N o - o - - 2. SHE AIR RELEASE MANHOLE z o~ P.B STOP 1 L VALVE 'd'-9 FUR THRUST NOTES: .I_ ~j LEVEL A7 ~ ~ ~ ~ ~ ~ ~ BLUU( itaFtrFtMArDN 1. DRILL ~ ~4" WEEP HOLE FOf1 STACK GRAIN DOE INTJ S ~ ONE. ~ f 1
-usE sAr t~ awY vA+eN wan>kaw.vra '~I ~ q~q eu scr~ ~ ~ ~ ~ ~ ~ ~ a a Fq 4 2 CU_ - Bt L SHALL 8E INSTALLED IN THE ELEV 26C OikS NOT "~CfD71JN A4tE PND pEVfA IN # " FFl~v~ 6~u~s~u~. ~ L. _ ~ n h r ~ ~ ~ ~ ~ z~ 5 ADAFTER__ anus a; GS41CdH7RA7E4 now ~ , : r ( la < D c y ELEV 260,© _ ~ T m r 2. DOUBLE 3%4" BRIDLE ROC5 t7N BOi!i SIDE... I W H ~ ~ I ~ N ~ m ~ ~ 3. A Rig-RAP SWALE FROM FROM CONCRETE SPLASrS PAD TO I ~ f~QSS SEC (~C NN o ~ ~ ~osITIVE oRaihlw.cE ARE, h nEQUIRE~ FQR Prrslr{v~
~w~~ ~K I ; ~f FABRic UNDER STOtaE Im ~ ~ m m ~ 2° MECHANICAL JOINT BRASS PIPE AND FITTINGS SHOULDER OR AS DIRECTED -ENp ~ st.r rTrvce n~EOS ?n ~ mflNeD orHU. rECnND ti x ~ A 5 r (Tt r) r? - - ~ BY 1LlE ENGINEER. ' ~ GAADE vwx Is ~ R ~ Uf ~ I 7 1YPE: "K~SOt T COP, ER WITH FLARED ELBOV! aAta &194. p I- < ~ . G? _ _ ..r_.~._.~...,_...._.,__~ Nf OJ yIIl i DRAhti!AQE ( h+i QI,
I ~ II; fi ~ I CROSS SECTION s ° i?i ! _ 'R ORATION CUCK~ 3. FOR MAINS LUCA'fED UUTSiDE OF I ~ ~ f^! 4. BOTTOM 90° ELf30'e~l SHAtt. HAVE BLIND RANGE i D ~ ~ ATTACHcD 1MTH TWO BOLTS, m _ I~
I a " a,~ ~ a~ 8 z D I `A ~ 9 6" DIAMETER DRAIN STREET RIGHT-OF-WAYS THE I I r ~ ~ r ( ~ ~ ~ 7J - - MAXIMUM DISTANCE BETNlEEP! THE MATERIAL m ~ m ! I I ~ i0 GROUT, T 8" TO 1'-0" MiN, Si_t)1'E TG DRAIN 21AI_ I ~ ~ ~ ~ cnl ~ 5. INSTALL lNATER MAIN MARKER AF R/lV Ok P,~'L f0 II i-~----'------~-- VARIE.'~ 3 FT I 16 F T- G g LocArE raAIN. ~ A ~ED s ~ r ~ N T DiPPEI GA4.VANIZE.U.
1 , ~ m ° I a zc ~ `'o ~ I ~ 19 PIPE CAP_~~ MANHOLE AND THE VALVE 80X STAPLED n° ° SHOULD BE THREE {3; FEEL iN P}_ACE m~ ~ ~ Q~ T2 Z"-GA~(L VALVi~ f ~ ~ 6. 3%4" RODS AhL1 @OLT., TO BE 0 i AGE s~ ~ nt I C-~ 7. END PIPE SfZE SNAIL BE SAME AS MAIN SiiE. I
f I o ~ ~ 1 ~ n i ' ek: MAIN SHALL BE DEEP ENOUGH TO t . ~ SID~V~!.NN 11 ~ ~L i ~r~ I r e PROPER BACKf'(LL. ACCOMODATE 11dSTALLATION AS SNOVViV I ! I, l~ y ~ I I ( ~ SEE STANDARD .JI (AIL W--.3 TO IN..URE I I
I C-t 1 ~ I - I I /`o// f / ~'\~.~\.ti\~ 0.5 P? \'~P 12' DID WATER
I ~ _ I I LEVEL LIP OF / ~ ~i~/~ I r- TRENCH ~ iA/ / /\l\/~/\/~ \ : / /l ~ I
' UPSTREAM END _ i " OF sTDR}rt DRAIN SPREADER f'\~ f\ ,DAR \ \ / ;,f\/ , \,/r`~/\/ i F 1 f~IP +~AT~.R I ~ i,///l. / f ~
,ti\~~ -_Y Y' YM 7 Ewf r / 1 / l ~ i-~.f ;
r RALEIGH ' I i 1 ~S PIPE I cir of / / / I~ I ~t,~... ~ to \ \A \ I a i \,~.~V\ tAi
CENTRAL EtvGih'EERWG DEPARTMENT i i + I 'i I ~ ~ DIAMETER m + I ~r~ I REVISIONS rMa+ rI~IDD oea~+er STEEF CUT DR FILL SLOPE--_ I i / ~ BURIED I L_ M ~ %i I { ti ~ I I W
- - ~ i 1 f TEMPORARY ~ " I ~ ! r , ~ , ~.1 ~ s° r,LN SEA,-(I J\I A- A I ~ ~ I I ..A ~ w ~ i~~_= ~ a ~ Jam-, i , ~ I s____.. ~
SILT ~ 1 I ~ i/'~~' ! FENCE + f ~ t ~ d-r 1 _ E~ 2:1 SLOPE (MAX) f, _ _ ~ i NOSE: ~F~' „ ~ f _ , I I I (i ~ ~ 5 RCP I l--~- z' ~-i
C.-) SiO. d AO~CA ~ ~ ~ ~ . 1_". _-l11 _STABUL'DRfA+4dWDItCN I ~ ~ 1~ _ NESIGN SLOW'=1~ 1 ~ , , f ~ f ~ ~ ~
- .-'t i :nM >£aPga+rr sRnxTm I ~ ~ I ~ I I ~ I t ~~~~L~~~E~D4~TR~ ~ ' I ' ENTRANCE W1DTh, GN rLOW=1~ CF.S I ~ 1 L_.~______.__.__-__~.-____._~i` ! l~~l Il~f - ~ !-'~2-- 3 I DANCE W1DTh-16 F T I I ~ ~ ~ ~
I , I ~ ~ I ~ I _ .5 FT , ~ III ~ to TFi=O , A ~ ~
+ ~ ~ r ~ TH=S r t I 1 3/4" EXIERIOR~% E,~1v WiD _ T ~ WiD,H 5 r I I
11 PosIT!>rE GRADE 9.o;a MAx. BURY BQTToivt LEN STN= F 1 T-T 1~" RCP ~ ~TN I
I 'I ~ I UPSLOPE TOC-- ~ Oh PLYWOOD I' ~ i` I I~ I i,
I _ i ~ SID£ SLCFES ~ PLY~U~OOC1 INN~ET PRO i ECT~DN 9 CONCRETE PAD DE.TAiL C-1
! ~ P ; 4 (MAX.) ~ ~ ~ ~ ~ ~ I I i
L -'-t ` ° . . - TRENCH a i ~ • . ` ~ ~ ~ ~ ~ ~ ~ ° ~ ~ ~ ' I ~ _ UPSTREAM EPiD I ~ ~ ~ ~ ~ I f 72 ~ ~ ~ ~ ~ ~ ~ ~ ~ w STEEL ~ t I` ~ I
1 ~ { ~ I ~I ~ ~ m ~ ~ ~ ~ ti ~ ~ FENCE ~ OE STORM DRAIN 1 ! i } - x PCS f } ~ I i l , ~ ~ rA 5TL'EP CUT GR FVLL SLOPE 1 -
} iI ih ~ r I I „ ~ , ~ ~ ~ ~ 1 J3 PIFE 7 LcVEL SF'I?EADER I I I ?0 `.7CAL ~ i
5 4~ I 1 I I C I i~ o i i i DIAMETER C-i FINISHED I GRADE ~ ~ ~
i I` # f~ ~ PLAN VIEW I ; { {I - S zA f II ~ ( - ~ I i W H
Io nil f A. I ~ g ~ ~ i i I ~ ~ r i
~ iw o ~ mx i ~ l / A-+ ~
+ ~ '1 C7 OOOC7L~ ~QOO~~t~ 'm ~ 5 I ~ ~ o-~ I / ~ i . ~ I I ~ ! ~ i
sIDE - T_____________.____.__ f ! I I ~ FINAL BA,CKFlLI. I
~ ~ LAN ELEVATION WASHED 5TaNE I ~ ,r { ~ ~ I PiARQWARF' Ci.t,''H- I ! i f I' ~ / ' ~ I~~ I ~ ~ ~ ~
{ SLIP RE51S'fANT CLEATS ~ I FILTER ACROSS I ~ I ~ , ~ H
r~° i 1'GP ELEVATION OF 57DRMWATER PIPE INLET i 0,5'-;' I ! ~a ~ W I ~ I I / I ( - BACY,FILL SOIL I 1 F-I
~ r-u-~r-u--Iru-~~-u-;r~: I ~~E~HED .~MA%. ~ 6 STi~NE ~I[_~tR !Nl_ET PRUTEGTION I I ~ I 24' I f I H H ' I
EXIS?ING SLOPE ~I _i I I ~ i ~ I ~
- ~.....u.-~.__-....-....-.-~._______..._.-._~~v..___._...~... I 12" I DRAINAGE AREA WEIR LENGTH! f! ~ f (ACRES) rp~ ~ {CLASS 1 RiP-RAP' FILTER FABRIC I f ! z,_D., I E-i ~ - , O
I VARIES al :~r:~ . W 1 2 OF 24 RCP I
a +aD ~ j ~ vr~lA~u AS clR~cmJ By THe LNe~E~ TO I ELEVATION I s ao ^T wARNrNC sTCrs I ~ ~ 5 12.0 I ~ ~E '~-W I i TOP EL=280.0 I Q n 1 I INITIAL BACKFU.L ~ W
- - - wvd ARE MINIMUM__. I ~'i~ I DIMEN90NS SHO,._ _ i._ 38 --mod- I , !
1 N4]E: I ~ L EE C EA L L uIN. 42-4/z CA ~3 CR ~4 REBAR VffIG11T ~ vnDTM oBTOmNED Br wml~In>E I ~ zx I ilf I ~ ~ ~
r"` ~ E%ISTIHG SLOPES EXISTING TOPOGRAPHY AND Mhu IO CA. L L L wRtEs I ,_J CORROSION P,ESfSTANT MATERIAL ~ i - SEDIMENT STORAGE REOINRED• UNE pRES r- _ - I i <C ~ ~ ~ ,
RUBBER, PLASTIC + j KEY RIP RAP INTO THE DAM i- -I L L L 1 i ~ FOR STA.BIU2ATi0N. I 6" X67 STCNE i
j ~ i I vAmES L L L L L L >RAaE CON WHEN ROCK IS CONCRETE FACE
I r I CITY OF RALEiGFI ' TO TC I , I DEPARTMENT OF PUBLIC UTILITIES T TOP OF LEVEL ~ ENCOUNTERED ~ ~ I a O _ ~ I ~ ,u i I ~ i SPR~.ADER I 12" ~ 0,0. OF P,. E 12" MAXfMUM SIDE C_EARAN..E Q~
STANDARD SL{p RESISTANT ~ I _ ~....----_--Z'~ I SECTION AAA--_A ~ ---i s, ~.Y~,. T I ~ NI ~'T z:.. •°.R,:~' I ~ORAN",k, UV RES1STIv4T, i i I ! 1
MANHOLE STEP DE TAIL ~ ~ ~ ~wEIR~-r.;- K£rED RIP RAP 4 ~ INS DATE REVISIONS f DArE I ~I >n ~ *->:-.,~n:-°~..'~;: ;xt.- " mr,N - TEN9LE STRENGTH, I 48., t 1
DWG. N0. R. VIS 0 _ . I a x < - : ~ PD<v BaRrncADE FABRIC (rn+!caL) RRH 3-30-D ~ I ,x, n ' I C-1 5-28 r n r I__. _ ~ ~ ~ ~ ! ~rx WASHED STON+. ER~NT MEIN i NOTES: ~ ; i {
. ~ O ! ~ ~ q , ~ STEEL POsST 4D" i I ~ c ~ 9RA~INO DIMENSIONS SHALT BE 7.A'~CEN i 1. TRENCHE.~ REQUIRING SHORING AND FROM THE INSIDE FACE OF THE SHORING APJD BRAC{NG.
NOTES: ~ ~ FRONT JIEW 9i ~ ~ ~ ~6 _WOVEN 'MRE FABRIC I I i 2. NQ ROCKS OR BOULDERS 9m OR LARGER 1'Q BE USED !N INITIAL BACKFILL. i
I ~ ~ ? b ` ~ ..-WARNING 9CN „t.' 4. METER A5 MANUFACTURED BY 5ENSUS OR 5CHLUMBERGER. ~ c~ i I ---GRANGE, uv RE~srAPn', I I i 3 Z I ~ 3. ALL HAC1(FILY_ MA7L'I'?IA€. SH.A[.L BE SUl1:ABLe NAT11+E h,9ATERiAL. W W 5 5 ~
o F RASS FLARED FITTINGS. i P if7 °a m ct ~ TREE PROTECTION AREA TEES SHALL B_ MALLEABLE B w I rrcH - TENSI4E sTRENarn, v 16" aT I j_ _r_____ ! 4, ®ACKI"iL(_ SHALL BE TAhiPEO fN 6° LAYERS IN TRAFFIC AREAS ~ ~ ~ ~
' T F !N 6" LIFTS, I ~ ~ A EXiS7rNG Si.OAE ~ I $ Prn_v aA{g„'eADC FACIRIC (TmIaA1J DO NOT ENTER ~ 3. BACKFiLL A;NP_D ~ I ~ ~ 1 ~ STEP SE UEN E ~ a - T I 4. 4" MM, AND 92" btAX, 1+ERTICAL CL_ARANCE FRUM TOP Of METER TO + I I ~ I f = = W I O O ~
a" T NE IN BOTTOM OF METER BOX. y I i BOTTUM 0'r` METER BOX COVER OF 67 S 0 ~ ~ } + AND 2" WATER METER BGX INSTALLATEONS, USE ~ i ~ I ~ -CRfTiE WARNING SIGN DETAIL NOTE: PLUG UNUSEC _ I PLUC UNUSED i J J ~ _ ~ 1
~ FGR t ~ I` CONNECTIONS Va1TN I I CB-SO-4 FRAME AND COVER. , ~ NOTES: 'dECTIONS WiTN COPdCRETE I 24" RCP 2 f z 4 Q i I ~ BACKF-ILL REOrUIREMENTS f;.M.P. CUL~IERT o~~ a MED 3" THICK) C-1 ~ F ~ 3
B. OPENING SIZES: 7 1/2" TO HAVE 13 1/4" FLANGE, w~atNUrc sr~tis Rt BE AiADE # WRnBtf, V~FATHEW'ROOF>an~I~.. (FGRMED D,r THICK ° LEilERS TD BE S' 81s^B MUTIMUbi, GY-EAPo.Y lrGr%E AND SPACED AS DETAtlED. 2' SERVICE 1'0 f9AVE i 7 i ~4" f LA.NGE. d i - _ ~ o o ~
r ~ YPASS AS MANUFACTURED BY FORD, S PT, I 7cNS SHAD BE PLACED AT 5D` MAXIraNlt fNTERVntS 7. COMPARABLE YOK_5 4YITH HfGH RlSc B ~ I -MIN ° t _ ~ II FT.acE n s!tta nY EACH euD # uwFaR TREE PRDTfCTtoN axD sD' oN CENTER THEREAFTER. I T USED. 9.5 FT l~ f"OR TREE PROTECHO,U AREAS LESS THAN [CET IN PfRNAETER PROVIDE NO LESS 1HAN ONE SJGV PER PRO1EC11(%V nREA I v p
MUELLER, AND A.Y. MCDONALD 1~9US 9c J _ 8. METER BUX FOR 1 1 j2" AND 2° METER TO BE CBS05 FRAME AND LfO. I - ~'~""TMf~~ ~ 4 I nrrACn s!cNS sECnREtr ro FENC£ Posts auD rAea!c I ` IAFlM7AIN TREE FRO7EC. Dqh' FFNCf INROCTCJiIXIF DLRA7IQN # PROJECT. 46011 CU FT/ACRE ~ ~ 5 FT I I Cr~ nDCBTTA4AL S7G4S fAAY 8E REGkHRED BY CITY # RAL~DH 1I7S7EC3)ONS DEPnRIM£N7 BASED DN ACTUAL .FIELD CcWDiTTONS ~~~I - ~ r--- T ~ w ~ ~ I 1 /t ~Pv?~.~! . . ATC~ i ~ - - I A5f ~ ~AL , P V I o o v
NOTES• 7 RiHX I I _JLV ~~V~ ~ F'iACE A SIGN A7 EACY, fND Of UNEAR TREE PROYECAAN AND SO Q4 CENTER THEREAFTER. i I I I V9EW A-A ~ E N N cv
O I TECTIOIv ONLY I 9, u~ FDR oRA~NAC. ARLAS i ~ ~ NOTE. FOR TREE PRO O
i TOP OF GROUND NDT E%CEEDINC 5 (FlVEj ACRES, r - I 2. EARTH BERM SHALL BE. STA8ILt2ED w/ SEEDMIG ~~F2TER eIS..._-~,':.'.'.:: ':VE~'.'ABGJi :M!N1M;~ta'DEt'tFl':.'.':.':.:: O N /
i I ACCQRDINO 70 '(RIANCLE SPECIFiCARONS. CRbSS SFGT FABRIC 11 ~ C v ANDARD FREE PROTEC fl(JN DETAIL. i t__._ I O NO
I 115f.. CLEAN COMPACTOR F1L 1AATERIAL TOR EARTH BERM, OVFSiFILL 5 I F: A---y DESIDh 1, _ ' FQR SETTLEMENT I I - i' I
sETneD EREE20ARO a----- I iMETER STOPS, 70p 2. I J Df i 2 REQUIRED ~ MIN ~ I' ~ I-- i ~
I FGRD ~ , I ; . , i
e + i.5 r-'T _ _ ID r, MIN 2:4 s~De ) ~ CLASS 1 RIP RRP I t _._--i.~ - ' ~ i o a © ``sLGPE MA% ; r I 1. C" r°- l ~ I i' ~ EXIS'SYNO SUBCRAOE 1~-° • I
' DIM. A I 5 Fr ~ a I \ ~ I AVERAGE ~ 13" -x.22" s - 13 `a" 3 `P MaX FlI.L D o8~~ I 1 1]2' / { ~ 'I o~ X4;9 SIDE SLOPE ~ ~ i ~ _ ~ I i I hereby certify that i am
I - r • FILTER ~o I 2" 17 9r-0 4 MAX /NATURAL I II \ FABRIC o ~ ~ i r: a civil engineer, registered
I GROUND { E MfN 1 1 A A i in the State of North I I Carolina, and that this
1 ~ - I I 1 m \ ~ c / 3`" THICK 38:, I i"' ~ plat is in ail respects CONCRETE BOX ~ I
{ s n ' , CONCRETE F I I " ~ ti AiNTENANC~ ~ t I ~ a~ ixv.P to Its amane,u V / ~ ! correct and was prepared ~ fJ ~ j by me or under my
I ~ % ~ R79~ECr TpApORMY SEDaEMf TRAPS AfIER EAfH VEWDD OF SIGVSTCANi RIJNFALL. REwOVE g.DHAki At® fd5[ ~ / \ ~ I ! A -i OWp19t%45 Wi3N Mc SAWCNY tlA5 ACgJxIUlA1C4 r0 C1ff-NEAP ME CE9G4 OEPiN # TMH TRAP. PLAtk TrIE $EpUtwyT rdAT L5 FE610ikD W ~ \1 M . it2 GDHTA4ulATE4 YAF GT 4k ERAVEL (afi{' 0. / ~ -I"- _ - - direction. I ~ 1 i
+ i N A{ 2 < A 0.'SUflAR~ OISPASAL ARF:I .+~59 W'~'c r.AC£ ~ ~ ti ~ i I _._._.__.~~..a. p J] 4~ O '.a1:f% MF 5TRUCNRE (OP. OiAi'Ar3: FRDq [[t7N0lI 6,4 P!Pkiw PERiC91CP14Y QtEOf 'ak OEPTN & TN£ SPIII.WAY ?0 f1l91RE R IS" MVAAtUf1 , r x ~ ~ Tp F ~ ~ 2 OF 1,3 FT 81.D'N SHE tPw AD!N'f fF THE Ew&4A1+F}It. W1~91 AEF1A!'ED RAMIMAIELY.ENi W 1Hf. 0~i8N1KfHN1 t0 9AgdRY ABOVE DEA,kI 1 , I NOTES. \ / ( { t, 1ME PAVEMENT 5HA~1 BE DEFINEC BY A STRAIGFI'C EDGE, ?'RiFERA@LY A MACwN6J 5A& CUT. 2. THE TRENCH SUBGRAUE MATERIAL Sl1,ALL 8E BACItFfLLED YATH SUITABLE MATERIAL AND COMPACTED TO A DENS!T
-15535 SOLID COPPER DISCS ! y~ xi ~ caA~. awr ~r RAF D~SP~.Aan fRaA roe ~AUwar uu ~ \ ' / R D MUELLER OR ECUAL I °!'rT ~ x D s'fArAUg rnE Eu®Aw,aaar ANn au asTUR~D .Araas AeovE rRC sErm Poa AN9 Dnwesw~uA ;aDU rHP. 1TNH ua4KDUmY Aurae ~ / ~ ' ~ 'I 2 REOU4 E , I A z~ ~ ~ calsrAUCnw wt>» SEEDW6. \ \ OF AT LEAST 95R OF THAT 097AINED BY COMPACTUJG A SAMPLE ~ THE MATERIAL IN ACCORDANCE Si9TH AASHTO ~ i T-99 AS MDDffiED BY NCDOT, f
7> 2" S:URB STOP ~N~CHOR RING r T r k m ro ~ i \ / ~ / 1~.,____._e..-- --__.._._..-_I ,y. THE FINAL f' G£ fYl SHALL COtdS1ST OF 9BC !dA'tEM'IAL C'OZ.SPA61EG 1'0 A DENS:7Y E4lOAL TD IDO,°6 Cf THAT \`,11,illi~~~~,// OBTAfNED BY COMPAGTiNG A SAMPLE OF THE MATERIAL iN RCCDRDANCE N7?H ASSNTO T-BD AS MODIFIED BY { CqR NCDOi. BINMINOUS BASE OR BINDER MAY BE SUB5TITUlF9 !F APPROVED BY THE ENGINEER. `M
p I "GRASS" COF'PcR SE.TGR I ~ y ~ / ~ ~ COPPER PIPE, m ~ ~ / I a, mE Ekr,RE Twfc~aESS/vFRneaL roGE DF mE ruT srsau. BE TACKED. I i {fin I "TAI f~"T~O~~I SI.y A!_~ SE h,~'~~~~D Q~Iv,~(r'E ~ INLET INVERT=2T~.0 5. RIE SAtdE OEP+li 0" PAVEN`NT MATERIAL 'NHiOH EXISTS SHALL BE REINSTALLF,D, BUT 1H NO GASF SHALT. TriE I A-~-- V ~ rC v" ~ ~ ~
J TYPE K-IN LENGTHS II ~fa ~ n 14 / ~ ~ ~ / \ r ~ i ro d ~ _ { / / ~ ~ / ~ / ~ / Q clT, GF RALEIGH C 1 r , ASPHALT BE LESS THAN z' mfca:. i WITi-~ (:;i~i~`( O. RAI.EIC,H AN1,~ NCDO'( STAP~iDARDS; ~ 0 ~ ~i TALL.D AND COMPACTED THORWGHLY ?0 ACdIEVE A SMOOTH _ 24' RCP 8. THE ASPHALT PAI~EMENT MP.TERIAL SHALL BE R!S E c Q 9 ~
- T ,____i___~ W i DEPARTMENT OF PUBLIC UTILI.IES _ f LEVEL 4ATCH. SiDL~It°~u%'~ii',,;N~J, i`ND D}~. r%-~L.T L ~ ~ SEA
o ^TER 1 112" THRU 2 1Vh f f1LTER FABRIC OR 16 I I it i` ~ ; ;T.. IT~i f' Ic- I . T-' y 'C D. h" n I- I i., 76 LE~,~~R SPREADER 5N1ALE DETA,L. I vu~,ll r1~~1AL~I~IGN~ AN_, vlr<_~ rU~3_,~
SERVICE INST,ALLA,TlON I I GRAVEL BEDDING C-j { Tq II !T{FS I~IGLUDING SIDEWALKS A~1D HA~I~iICAP ~G r r ~ G 1F I
13 DWG. N0. REV4Si0NS DATE REVISIONS DATE C-1 W-27 3_1-87 Y,C.A,____ 2-.31-91 I {l(1't4~l Yt~E f J ~I_ LViVJi4~~~V~~D \+I t~I AI_L .5~1VL{_i.,~ Q~(~
CD Y.C.A. RRH 3-31- AS ~PE~,IEiEG ~sr t,11Y CtJD>:•. T~iESE E•AC,L~tItS ~i~~ R D. KP ~v~~ 1~r- CCC: A~~n~er r ~ ~C~;L'(_',I, ~~~~~ii 1it~~~~/ ~~(.vE i ~~vED THE CITY o. _.vl,~n n / d
i 15 TRAPEZOIDAL R!P RAP LINED CHAPJNEL ~ crzY °F RALEIr" AAp,{r ee~~ I i ~ T c0 INSTALLED UNLESS ,'a Cf'IANGE DATA scAtF CE!¢TRA! ENpNEERING DEPARTMENT Y11\l~ JHA~_
p IS A,_I~?~11~;Z1~EC) 8`;' WRI1~fE1'~ APr'RCVA!_, PU'Dl(S 1~26~02 NTS RG ~SK>NS UA)B X(5Jfu ON,4{LN BN. J46
I N ASPHAUr ~ SAivi'~ARY SEW+)=R EASEC~~ENIS ARE ?O DE i~Ef;'URDED DRAWN BY CHECKED BY
17 P~uarcNy~ I Pr~i~`i~ ~!I~lF,L i'1SCEP L~~,NCE. I r DCR edk
I c-t I `~,GI~AIl1RE I -_srs. a zo'"'~ _ ~ REVISIONS _
O
O u1=iFF EtiGiPvEE~____~.T_..._~___.______--_
0 N DiR. O~ Pt1~31 fG UT!LiTIES._~__________._._.___
r v TRAFFIC ENGI~1E PROJECT NUMBER
i~ O 2.60.11 01.198
a a urasEr~,;ATKON E~~DNEE SHEET
0
R U5Ct urni ttu C D~N
_ _ _

___,I___
r____._...- _ r._._ _ l ' ~ I ~'p1 APPROYEI? METHW faR E,S1TiNStON 4F VALVE 3a% NOTE: 2'a 2'x 6° CONCRETE f 1 ~ _...1 , AD a~ou+aED aN Au vALVes. I ~3,,, ~ „ COVER wa mrECAST cauc~rE Dw:GNNUT au.ovkD. ~ ; j
' ~ y ' 6„ ~ ' ~ ~ ~ PVC TG D.I. PIPE , I _ i ( FINI5HED ~ GRADE ~ ~`1 ADAPTER -USE ~FERNCG PROPERiY MINIMUM 3E" HORIZONTAL CLEARANCE 1 ~ la -8f4 j ~ ~..9' i I i FIN,nhEp __.I _ CRADF l If .:._.VV ~ I ~fi._-~t v. ..r,! f I r j
I".°' ` ~ ~ ~ ~ - ~ COUPLING 445-4Di' OR LINE PROM ANY OBJECT. + a 1/B fl". ~ ~:t ~l ~ /
i ~ ~ ~ ~ ~ ~ ~ APPROVEp EQUAL TO SEAL. ~ _ I ~ ~ j ~I / } ~ I I aJ / ATER 2' I 1 , / t~ y e°-I r B .'o .~.aj ~ i N
~ ~ I FIRE HYDRANT, PUMPER NOZZLE 7O
I i ~ ~ ~ ~ _ ~ BE PAINTED PERPENDICULAR TO STREET, ~ I ~ a G , i _ ~ ~ / ~ f ~ > 40 , vC SADDx 1°. a- .I 1 /1~ t ! I ~ I I a.. A:. b-~Q .b ; { ! ! I FINAL J f / ~~r
I 'v ~ Y i ~ PIPE CROWN I I TRAFFIC FLANGE BETWEEN 1 i~ 5~i" STANDARD 4AL`~c BOX ~•_:d1__.Yli_L i I BACKFlLL I / j V , / i ~ I I TDP sECTION rG BE I----z---3 '1 1 ~ ! ,i v ~i i`~
' I / ~ i --"-~1 ~ ~ 2 - 6 A80L`E GRADE I i I i I ~ r - c / ~ (t CONCRETE HEADER I JNAL UNDISTURBED SGIL ~ ~ BO LBS. HEAVY WEIGHT ~ I I ! F-1 ~
I I+ BACKFII_L ~ ~ ~ ~ ~ + ~ ~ 5' ~ 3,`S,~ CURS AND GUTTER C j I I ~ l I I i i ~ - I ,SIDEWALK 1 TT I a Tl " I I v~; f ~ ' l ~'~UNDIS'21RBEp S:;IL ~ ANp GU ER I DOh.ES _C, , ~ , / '~l v ~ i Px,r.MEN I r CAS' iN0 ' I y~ 1 ~ j ~
t~ ~ ~ i ~ y :Jz" R 1 I I sTnIN ~e C ~~Ya~~~Y ~ - ~ ~ ~ a? / ~ ~ I AVtMENT I 1~ ~ i
1 I ~ / ~ II I / / i ( II ~irLL VHLVE Box I / I I ~ I ~ ~G_AMPS I ~ ~ P BAGIfFlLL . y ~ s° GATE vALVE + Box T,. L~ t0 /1 . ~
t - ~ ~ I - I + „OM ACTED I m~a a - t/a` u ~ ~1 ni (TAMPED IN B" LIFTS} , VALVE BDX ':±y":..fi I y,.,' p,.l r,. CONC. Tf3RtJST~ ° 'a'~ COVER 'r~+`~;°;' 1 I ~ L ~
u" I r ( . _ LOCIf yI ~'.:J...~;;. B INITIAL .r?.: ~~~_"v_~..,,,~~~ I - - USE 5" DUCTfLE IRCIN ~1 I?:.~~~'r' ~
- _ „ i 9ACKFILL UNDER PVC SP.DDLE, .6• MIN. BRANCH PIPE ~ INITIAL ~ ADAPTOR, AND CAST IRON SEND PIPE FOR EX7F_NSIONS ~ ~ VALVE SPRING LINE' _ ~ `~~''~'`~~~If v - MAJN BOX aa~" F~°8~1T~67 STGNE ~ V
I :a. MATH 67 STONE AS SHOWN ON 1 „ ~ . ° I BACKFILL - ~ ^4 ` ° I f ~ { L: , I e°G b Fj F{ ~ ~ ' W 1 ~ Fi 'C'C~C,, AUNCHINV I PIPE GRADE ~ I I ; ~ 'tea H
fQ d j ~ • _ ;''I ~ ~ ~ ! ~ TAMPED'', ~ ~ >B°° I ~ B'ACKFILL • BEDp!ivO I
- ~ I i 3 4'" HOT DIPPED .e ' ~ ~ ~ ~+I ~ ICONC. SETflNG SLAB / I ~ ^ I ~ ALVANITED BRIDLE ' 1'-3„x 1°-3°x 4" THICK i _ ' ! x W L~
ROD MRY 8E COUPLED. 2'-E" - r (~-MINIMUP,# SIDE ~ 3000 P.S.i. COPlCRETE `~Z CU. Fi. CRUSHED IDLED. ~ ~ ! ~ i _ TAMP HELL UNDER i ~~kfiNIUUh4 SIDE j
I CUBIC `CARDS PER ~T=O.O585 ~b7 STONE I CLEARANCE THRUST BLUCY.ING ~ BOT70M HALF' 6" C.ll. CIF PIPEy o CL~ARANCe i fD ~ J OF PIPE I ~ i ~ NDIS+URBED EARTH. I
I WREN ROCK IS 5 •D-_-Or PiPE 6" I STONE MiN. NDIS+ I SECTION A-A MAXIMDiv1 SIDE ~ PIPE ,cROwN NGTES: ENCOUNTERED 12" ~=D. OF PIP 12° ' ~ 45° 45° I _ ! ~ ~
~ A CLEARANCE ~ 1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MGELLER, AMERICAN AARLING, 'r NOTES: ER AMERICAN AARLING KENNEDY, M6 & H ' srA6-IN c.l. DR WATER ALVE TYPICAL TRENCH BOTTOM DIMENSfQNS FC.P, I ~ A
j { _ 1. Trenches requiring sharing and bracing, dimensions shot! be taken Pram the ~ WATEROUS, CLOW, OR AV7c. ' inside (ace o1 the sharing and bracing, ~ ~SADDL[: 2. BRAPICH PIPE SHAD BE DUCTILE IRON! AWWA CY5+5-98. i j ~ 3. S" GATE VRLVE SHAll BE AWWA C5O0-8S OPEN LEFT. la ai ffi. I D.I. PIPE casKET MAIN ! ' i CDR 35 PVC GRA'dITY PIPE ~
1 % &„MAX. ra ks or houlders 4° or for er to be used in initial backfill. ~ / 4. STEEL RODS AND BOLTS SHP.LL BE 3/4" HOT DIPPED GAI.YANIZED. Tr ~ 5° ~ ~ NOTES: ! ~ ~~y I ,ALYANIZED. 'TAA4PED'.:;~?..•. ~ I Hi
5„ i 6„ ~ 2. No c 9 I i ~ cc I PiFE. SPRINGLINE I 5. TIRE HYDRANTS WILL BE 1N5TA[LED IN 1RUE ~RTICAL POSTWN. _ ~ ~ I 3. All bcckfill material shall be suitoble native material. C S. MEGALUGS MAY BE USED ON RRE HYDRANT BRANCH LEGS FOR RODOING, IF i L POSTWN. s t/z'-s s/6' BAClCFiLL i For Trenches requiring shoring and .~raaing, dimensions shall LEGS FOR RODOING, IF I6DRE THAN ~JE ~ be taken from the inside face of the shoring and brocfng. I ~1
_ ! R~1 f,OUPUIdG IS E>tCEEDED. in 6" lifts in trotfla areas, 12" in 4. Backfiil shah be tamped 7, FIRE }fYDRANTS TO BE LOCA'FEp IN ROW OR 2 FOOT EASEMENT ADJACENT TO NOTE VALVE BOX NOT TO CONilw^T WATER MAIN i Z, NO fOCkS Of DOUlders 4" Of {arger 'k0 be t7sed in inlttal h4C!(fili. { ~ l~ EASEMENT ADJACENT TO Rl1kV. NoR V^L~ I I 3. All backfill moterial shell be sui±able naRiVe materio:. I
f f nan-traffic oreas, ~ / ALL TRAFFlC CASTINGS MUSS + STANDARD VALVE BOY BE GLASS 36 oR GREATER. ~ 4. Backfill shall be tamped in 6" tiffs in traffic areas: 12" in ` ~
~ ~ ~ ion in non-traffic areas and 95% com action in ~ Achieve 80% compact D BOTTOM SECTICN ll i I ! non-troffic oreas. {
I trcffic areas. i P L 6. I' 1n easement 4" topsol, and CITY OF RALEIGIf ANYTIME 51?r WORK, CONSTRUCTION, RoAO WaAx, CITY UP RALEP I 1 r_ - CITY OP RALEIGH _ I CITY OF RALEIGH ~ 1 ~ L_._.. - ~ CITY Cf' RAI_Elvl'i ~ "i~
1 CITY OF RALEIGH Vr c I j 12" clean seiect fiL is required. _ I SADDLE INSTAi-CATION ~6,tT, , OR ANY OTHER WORK CHNICES THE CAADE OF ~ A -m--~ DEPARTMENT OF PUBLIC UTILITIES _ DEPARTMENT OF PUBLIC UTILITIES THE FlAE H~roaANr, 7He PERSGN aESPON~DLE DEPARTMENT OF PUBLIC =PARTMENT OF PUBLIC UT!LfTiES _ DEPARTMENT OF PUBLIC UTILITIES W I ~ DEPARTMENT OF PUBLC UT!I_I'TIcS` { W
j 7, Na bauld Irs d fn diameter ar TRENCH DOT70M ~MENSKMVS & BACKFlLDNG FOR THE WORK 15 RESRUN56LE FGR AOJUSANO 1()'-0" MAX + renter al owe R LATERAL SADDLE INS'(ALLA'(ION THE flRE HIDRANT rD STAY rInHN COblPLIANOE. STANDARD FIRE t ---~j f TANDARD FIRE NYDR,4NT G 7 B°-e• VALVE E3G,t IhJSTA!_LATI~3N iTRENl.H Br~TT~nI DIMENSaNS AND 6ACKFILLJN" W w I y~ I x
BET14`EEN JOINTS ~ REQUIREMENTS TOR OUCDIE I ON 3 DETAIL FOR PVG PIPE ~ 4 AND REINF~tt~D cadc~TETE PoPE. INSTALLATION DE _ I REQUIREMENTS FOR PVC ~RAV(TY SEWER NtAIN ~ JSTALLATION DETAiI__ 5 ' ~ 8 6 t AND EXTEN51©N DE fAl~ 1 ~ T tot/a^-n' DWG. N0. REUt51ON5 pA7E REVISIONS I DATE 6 DWO, NO,I PEVfS(ONS DATE REVI5ICN5 DATE ~
DWG. N0. REVISIONS DATE REVTSiONS DATE '-WG. NQ, REVISIONS DATE REVI510NS DATE DWG. N0. REVISIONS DATE REV#` p10TES; ~ 3-1-8 RRH -30-DO 3-1-d j _4 3-1-8 _ DATE REVISIONS DR,E ~ - h _ ----1____Y_._~ TT !h~~ 3-1-8 tz-31-s. -1 - - TO NJTES• 3-'-8%_ C.W.C. 3-99 V
4WHEN A DRlVE4NAY IS 'f0 BE CONSTRUCTED WHERE CURB AN6 G1171ER EXISTS; THE CURB MAY BE REMOVED, AFTER S-4 _ _ RRH 3-30-0 ~ 7-1'B (SAWING WITH A CUNORETE SAW TO A MINIMUM DEPTHS OF 1 1/2„ IN THE GUTTER AT THE END OF THE 3" RADIUS 7_t_g W-~~ Y.C.A. 7-3f- 1 RRH 3-31-CO ~ S-S 7-2-82 RRH -~30•-001 111 IIII ~j ~ H , ~ ~ ~
~AS PER THE STANDARD CURE & GUTTER SECTION: AND SAVED PERPENDICULAR TO THE CURB AT THE ENDS OF THE RADII, f- ' TpP,~; cuaa Notes TYPE A j PRUVIDED THE GtSTTEN iS IN GOOD CONDITION, AND CUTTING THE CURB IN SUCH A MANNER IS PERMITTED BY THE s-r - + (I ~ I P+PE ounsT To FLAT N+EA wrH Na uEF+NED cNAUNeL ! I CiTY OF RALEEGH ~ ~ ~ W ~ StDEwALK ACCESS RAMP A SEF NOTE /3 av l SIDEWALK ACCESS RAMPS I
I i THE SLaPE ~ mE cuTTER To INSPECTOR OF PUBLIC WORKS. _ - I i m¢ cnrcz+ Ba.9N a+ TwE u>>fnu ~ ~ r L~~ 3• I 9tl. SHALL BEGIN 1a` FkOM THE 9/2" EXPANSION J:NN7 34` wN. ' SNFET 4 of 4 ~ ~ GkNlER,4L NQTES i
~'NHERE THE SAWED JOINT WILL. LEAVE A SECTfON OF CGRB ~ GJiTER LESS THAN FIVE (5') LiNLAR FEET -E- I , -~T j I' 1z ~ A. THE cArcn BASIN. n+E %aPE a ~ i (THE ENTiRF_ SECTfON OF CURB MUST BE REMOVED TO THE NEAREST JOINT. ~ ~ P i 1,FlH { 1. NORTH CAROLINA GENERAL STATUTE 736-46.1d REL~!IRES THAT ALL
i SIDE ELEVATION L ~EmE DONNSTRCAM ~a~ sn9N ~ x " - A ~Zpyi,g SHAD. BEGIN 5' rRaAi w I CONCRcft FOR CURB AND GUTTER B 'I D ° L rdi~ 5 SIDEWALK IC STREET CifRBS BEiIiC CONSTRUCTED tl,R RECONSTRUCTED FOR MAINTENANCE i 1 I +w ~ PROCEDURES, iitAFFlC OPERATIONS REPAIRS, CORRECTIONS OF UlIU1lES OR / ~ ALTERED FOR ANY REASON AFTER SEPTEMBER i, 1473 SHALL PROYtDE SIDEWALK
+ SHALL C01+1TAiN NOT MARE THAN ~ _ THE cAraH eASTN. ! ~ ° "0.6 GALLUNS 9F WATER PER BAG z-T''' c« z) sTeas snA~a GE INSTAUEU IN NOTES: I 1 7 I . ! ACCESS RAMPS FOR Thff PHY~JCA{LY HA,NDICAPPED A7 ALl iNTERSECP.Q+IS RHERE 3 80TH WRB AND GU77ER AliD SIDEWALKS ARt PRO'ADEL~ ANG aT Or R PGiN1S
' IvC3 LEzi5 i.5 B.3eL.S PER (aJBIC YARD. T'~AD s~A~ i ,.,~„~,z. ~ ALL oATCH AA9H5 ovEA 5 iN oERnL / _s ~.a- PuH ~ (1) d ~ t.5 TIMES P. NOTES: I D I p'-.- G4ASS STRIP ° I, _ a D ) DF PEDESTRIANS FLOW. (7) d ~ 1.5 TIMES THE MA%IMUM STONE I ~ IN ADDI71CP1, SECTION 228 OF THE 7973 FEDERAi Alp NIGHWA`1 SAF'clf ACT I REWIRES PROVTSION aF DEPRESSED CURBS ON ANY CI}RB n,CNSTRUC1Ep AFTER j
FORM MUST BE ACCEPTABLE TO T ~ ' A A I w ro a' r%a ~ a a~ GGPTH sHAEL sE MEnwREO txou n¢ tMAMETER BUT n ENGINEER, ~t i 1--• ~ TOA GF THE gJTTER O THE PERT M 3~%" HH~~IFS S5• 5' C£ YNE CATQV 9ASIN, MCHES. DIAMETER GUT NOT LESS THAN 6 ^ ~y ~ x~y,i~ o.~- ,IiLY 1, t476 N9iETnER A 9~WAL7~ iS PROPO~C INITIALLY OR i5 PLANNED FOR I INCHES. ~~"4 .,Y, ! A FUTURE DATE, (
I G~,yL- ~ i 3) 50.1p CONCRETE BRICKS MAY 8E ~ (2) d t- T ABOVE I ~ OSEp Xd f%4X8 OR 4X8%76 92ES. OR TQP O' CHA •••~~i~~~ c_=--~ 1 EVER IS LE55j. (2) d t- 7' ABOVE MA%IMUM 7AlLWAI'ER + 11~ AMERICANS PATH DISABILITIES ACT (ADA) OF 1990 E%TENDS TO INDIV~DUA!S OR TOP OF CHANNEL BANK (WHICH- _ qmg i YATH DISABILiIYES COMPREHENSIVE CIVIL RIGHTS PRDIECTION SIMILAR TO TriDSf
-t STANDARD CURB AND GUTTER ~ECTIC~N ~H~,. NmpT AP+~~aY~ RAEOASr f"--'-, - CGNCRETE BONES ACCEPTABLE ~ ~ ~ (3) La ~IENGiH OF EVER IS LESSj. I wrruc wle ~ I PROVIDED TO PERSONS 0.N THE BA515 OP' RACE, SEX, NATIONaI OPoGM AND I 111 I REIJCACN ULdDER THE TFiE CIWL RIGHTS ACT DF 7464. 7HE ADOPTED SIDEWALK I (3) La ~LENGTN OF kPRAP APRON. ~ ! ACCESS RAMPS HAV'c BEEN DES,GNED TO COMPLY W~T}t TITLE :II C'F SNE ADA, !
! ~ f ~ - _ - ~ \ ~ ~ U9NG STAH6ARp 8' CASllNGS. rcOCxc - s¢ xo'2 THAT BECAME EFFECTIVE 0.4 JANUARY 2fi, 7992 AND AS AMEAlpEO, SYDEWAUf ACCESS RAMP ° i 1NE ADA RFOUIREMENTS FOR DETECTABLE WARNINGS VkRE SUSPENDED EFFECTVE I
+ PLAN OF COVER I ~ ~R°""" c B ( PAVEMEN~i OPTION ~ I~ ( MAY t2. 7444. I ' 1 2 SIDEWALK ACCESS RAMPS SHALL BE PROl2DED F;f LOCA11ON5 AS SHOE4N ON iFfE [ ' r ~ f~-1
s swN[ mn.> a°, nan aoTtxre~ LW~EAf1NEP m IdUS'f BE 2" BLLOW GRADE 1 1 I Ps.l. _ ^ ' ` ' i• loin.) ~r we9sm sra[ e~wc MxrL~wu. PLANS OR AS 71RECTED BY THE ENiKNEER. S{DEWALK ACCESS RAPSPS SHALL $E I LOCATED AS iNOlCA1ED IN 1Hf DETAIL NOWEVI:R, tHE LDCAiiON FiAY $F, ADJUSTED 1
~ _ 3 CGNC. ~ ° " i/a° c NOTES: FO6 ~ _ o ~ - PROPERTY ( ' ~ ° ° < ;-'~-:-"^:w- e~ w ro,x cev r~[ sg N07E5: FOOTING SIZE - 8.5'(UNLESS OTifXWSE SPECIFIED) O£PRESSFD CURB ! AS DIRECTED BY THE ENGINEER VMERE fXISTINO LIGHT PDL£S, FIRE H`NRAN75, ! DROP INLETS, ETC. AFFECT PLACEMENT. AT ALL LOCATIONS, ,407 !.ESS IRAN 2 FEET I n , t~[ sg wmtw pram OF FULL HEIGHT CURB SHALL BE PLACED BETWcEN DOUBLE RAMPS. !'°1
- NHEN SEWER CLkAN OUT 15 IN . AVEME.II ~ LINE 3~<I , z'-n,/ ° t'h' I _ s" - )III %f) iT MUST BE INSTALLED INSIDE A YALVL I 2'. < ~ 2 ~ ` w,'' ° ° " - a°=:=1 '-'a° mu it °m~ ss- u° I 1/2' EJfPANSiON ,kS7NT nip y a' ss' - u° a` 1z° - +zs ~ axm ~ arrtr~ y
I BOX WITH COVER LABELLED 5E'NER, CAST IRON OR BRONZE ~ ~ s" s'-e° .--fl-i ~`j~ 2r - ~s' SECTION A-A { TY'~ B - s+' I GLEAN CUT PLUG 24" - ]5' tY 2x" DOUBLE WHEELCHAIR RAMPS ARE TO 0E INSTALLED AT ALL PUBi.C 4" w'~ STREET INtER~CilONS WHERE 51lTEWA.Lk IS R€WIRED. V(HEN S!DE;4'A!n IS NOT ° s''° ie ''A i ~ REQUIRED, CURB IS TO BE DEPRESSED A't AIL RAMP L;1CAf1OkS AS 5HOWFI I
FINISHED t ~ I PIPE OUTLET TO wcLt.- DETTNED CldANNEL GRADE ~ _ ~ - -2 _ _ = J.•--- ~ `p° --?I _ S, ~~4 ( STANDARD C.& 5rEP I ~ I ON SiEET' 1 pr 4. I I %IEWN.K xCG4S RA,F V L V 3. THE 'WALKING SURFACE SHA1 BE Sl!P RESISTANT. COLORS FCR THE RAMP I
I ~ sz~ia~xx~ar.~ix~ 'r~4'y.~~3.~~ ~ , 3e Leo 11"~-'?~f a o SHALL BE DARK CHARCOAL FdiAY FDR CONTRAST YATH LIDHT PAtHWA,Y COLORS j H j SEC TiON `A-A" AND UCHT CONCRETE CRAY FOR CONTRAST WITH DARK PATHWAY COLORS ANp j H
~PA4EMENT CURB e...-~',!.a,~,~' . • x ~ i --1~---s~"~"'~--_-••~~ s' ~ d r I. ~ a_ ° ' a• ' ~ ' ~ ' ' ~ SECTION B~8 , `ra - T~ ~ GrauT FOR All FLBUC STREET TiF-WS ~ SHAH BE AN IN1EGr'tAAL PART ~ THE WNS1RJC110N MATERIAL. tRDN OXIDE v' ' PIGMENT SHALL BE tlSED AT THE RATE OF ZS tBS. OF FteMENT R4'R E.U.
I I O , T e .Q ;A : B.'e~'x ~ ~ I TOP VIEW ,:1 A-- e --r . . L ~ d aura AOTII)tf YARD OF CONCRETE. I F-1WHL a eoTtak I' 4. NO SLOPE CN THE 5OEWAt1( ACCESS RAMP SHALL 'e%CEEp 1'/1` /l2i) iir'
~(..f ••NOTh, ~ a ' I >.--4-. o0L 000 ~ ~1. . ~ o~ THE FULL LENGTH OF THE SEP.VICE DITCH SHALL • ~ ~ I ~ I ~ I2' SLGPE PT, iMAX (5'-4' Ipla.) pp~ ~p • ~ RELAlI0N5HIP TO THE GRADE OF THE SiREF?. ~ V 1 V L
- BE COMPACTED IN 6° LIFTS WiTH MECHANICAL TAMP. I fS~ 'r rrr~cs~•~ - 3_L5 ~1 a A-' gD Q~ I. mi T 1 D/Y 1 ~aXC dt R 7 L PL,{,N ELEVATION ~ p RAIDNC 7 Y s. !N NO CASE SHAiI. THE WibTH DF THE SIDEWALK .ACCESS RAMP BE LESS ~I i yp A, p,~7, THAN AO" (3"-4") HONkUtR, RAMP MAY EXCEED RD". ~ QI
~ ALL TAPS PALL BE MADE USING MECHANICAL APPING Li s.wr -,r aicw o N MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND 3/a ~ iOP~~' C' . as ~s,^.an..c eIANISAx AdIT o q' S 9OFTUl1( w E. USE CLASS A (3S"iDD P~") CONCRETE WITH A SIDEIYAuE ^iiISH. IN Ll4aER TC I 7 } y7pgW~. OBTAN A RWGH NONSKID SURFACE n^ f--i
z r -t MUST BE BEDDED IN ~t47 STONE. BEDDING AND HAULING • • -+~`N~•- ,n° ~ r ~ iii ~ I n~ - ~ I n'" "E" ~ '-,1A ~ ~ to j N ~ ~ o MUST COMPLY MATH REQUIREMENTS OF STANDARD DEiAIL a/a°_,aXC 1 ~ ~ ; - -i ~ i ~ r'~ ~ Awe H R%!'AW]!IN ,pw,T 7. A t/2" EAPANSION JOUI7 Wli ~ REWWED WHERE 'HE CDNCR~ 9.DEWUY w n
f?T - -ma 5-4. . 4„ D,i. OR +.,°--5°--+'{ aa.rom r- twoo ~ ! ;~Y b I it wxv~ ~ z - i ' p' aAR7 I ~ Y ~ " 10' OR 12" TAPPING I PVC PIPE DETAIL OF HANDLE ~ i r ~,a a as r ACCESS RnMP JOINS THE CURB 1Uq A$ SHpW Cti STAIf.A'~ 1RA+Ak0 1~"'I i 1~1 CTIDN n6~8" i 1 B. ANGLE OR DIACONAL. RAMPS ARE NOT PFAMSSIBLE FOR NEIY CONSTRUCTION, 7
I ~ ~ r- $ + 1 PIECE OF PIPE ~.,~-,.K ~ ~ ElE'uA01 ~cooi MA •'^v r m o I SADDLE OR iN-LINE W1'E ' ~ ~ r s + I ~ a SIDE ELEVATION ~ ~r FUR ,RAMPS Ai ASPHALT i0 ASPYAL'f S7REfT PYPF DRIVEWAYS j ! EXCEPT A.S SHOWN ~I 5!EET 1 OF d. I I~ x i r,R PRIVATE S7REfT 7f fN.
L I ('7 i _s ~ ' h'~f oerAaonm s ~rn C' ~ C p j 1J16" OR 1/S" C.i. BEND MIN. GR,4DE 1%- sY stia~a~r~n~ I
~ ~ ' F ' CITY Qf RALEIGH ~ TY ~ ( ~ ~ . CITY OF RALEIGH I, ~'x ~ I~~ ~ ~ ! ,r ~ CENTRAL ENCtNEERhNG DEPARTMENT ~ CFNTRIt EM . i CITY OF RALEIGH i CirY OF RALEIGH I E..,.1 CrTY OF RA1t.Grl CFN7RAC ENf,7N"rERAVG DEPARTMENT ~ I CENTRAL ENpNEERfNC DEPARTMENT _ CENTRAL ENCINLcRM'C DEPARTMENT ~
In mI fTT ~ C, Y j i I 1 CENTRAL ENCMEEPoNO DEPARINENT {z o srrnai a-s W' r _ ~ - - REYISONS brt£~ i/ale opgxN er. ,rre RE!fl5TINJ5 wrE il3fi? eX~..xa er. ,iB RFM9ar15' ane RFN9Gri5 ane ~/~A» aw~r ar. ne REY~SKAVS wre T/aNo oAxsl R a REVlSIaNS nArE T(3,rno ¢ro.H er. Jye I ~•I••)
m o~- r'I i ~ 1.G' EXTEN90N _ o^a,~,,;4aeY - e O ~ ~ - 'BARREL OF PiPE TO CATCH " ; No "'"g CTai<° 5' O.M. '45° SEWER IMTH PERMANENT e~`-° `u`; Z i I BASiN ~ CATCH r s+awE a+.> a, R+a~ aarEZm~ u,wnaixES os - T SIDEWALK ACCESS - 5;DEVPALK - CULVERT ~ n I , T RANDS A.,CESS I v OLTLE~ TYPICAL LOCA710N RAMPS I
I ~ m ~I ,SADDLE REST ON UNDISTURBED S01_ PLUG CAP 8 r~ TIC 9 Scan P9 CGNCfleIE 9A51N ~ O ~ ~ EXISTING CAS N z5 _ cwx.) w`~ me eFm~NC d~ PROTEC710N ~ ~ _ _ _ -1 - srD. r 2a.T7 -1 ~--i sTD, ~ 2a.t : r
j I ~ m MAIN ,c'OR SADDLE INSTALLATION END ELEVA?10N -t 5TD.# 30.Of Si 7J ~ COMBINATION LONG _ ORAwNG NOT TO SCAtE - ~ STD,# 30.49 I -DRAWING NOi 'f4 5GALE - u + DETAILS, SEE STANDARD _._._-.~.....______-__J m a TURN PATTERN
u~a n ~ pETAIL 5-31 & 5-32. Y AND 1/8' BEND OiN fn I
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I hereby certify that i am a civil engineer, registered
in the State of North
Carolina, and that this plat is in all respects
correct and was prepared
by me or under my direction,
T
ALL CONSTRU~TON SNA+ L ~E IN ACC~RJANCE~ ~~~11NIIIH11l/~~
Q i- UVi T H CITY ~)F RAEEiGt I A~!D NC[)C~ i S T A~d~~AithS, ~ OgRO~~i~i
W SPEI..IF! ~A I!~JNS, AND ui= -H11`; 20 ~~ESS/ ~y Q y.
N UTILi1`r' if~SI~LL=~~i^NS AF~~ GTHER ~'ii~~lG SEA '
U II T c c "Pi' il[ y j , ~ I~ :agrt~nJr~ ~ ~,~C, i ~lE~, iNGL',r~,ING .SiL ~:A~;C.~ A~,+ ~ ,~,L,~~-~i''
C~ ?~tMPS ARE TO BE CJ!vSTRIiGTED ~?~I ALA STREETS
A~ SPECiFIE!1 E7`i' CITY CI~i~E, THESE ir~C;I_IIL~, i~F ~'If~ HAJ,_ 3tt~~ ?~r P!~~1VE0 BY THE ~,ITY GF RF,L~IUI , g~
R t~ldu SH~.L.L .,E- SCi „JSiAtL~_u J11L.~a.J A C?-IA.IGL H1111111t1~~
O 1 IS AU?:HOR'ZECI B'f V11Ri1TE~! APPROVAL. PUBLIC DAt>: scAlE
N W SAi)iT~i~;i 5E11/r'~~ LAJEI','Irt;T~> AI~I~ iL+ ~t REGil~C!±~CL J -rj r~ I"I 5 ~,ryh 1/13/02 NTS
G7 j R~OR J ; I,S~,._PTAhh,E, `IGHATI.IRE: DRAWN 8Y CHECKED BY
I O DCR edk
CO
C7 CHi4F ENGIf~EECt_____._________---_----___.___ REVISIONS
O N BIR. OF PUDLIC UIII_!TIES_._-~___-__.-_...
I-
~nrn~~• -r,IrvRlr~
v W 1r<HFFI1, C1NU11NCL!`i_._ r
D O CONSERVATION vGl"JE'r_R PROJECT NUMBER
01.1982.60.111
J c SHEET
NC OENR SCE Uhmi ttu

----------Jt~_ i
- NEW MANHOLES USE AN APPROVED BITUMINWS i(~ ~ I~ I~~ } !i ~ ~ ~ If I
i { I I ! BASE ~,kIAHT THAT SHALL BE APPLIED TO I ~ I ~ T I ( ` T ! I I I I I SFL C.O.B. S'fP.tJDf~O 5-25 1 niE 76P t~ AiE CANE 'ACTON TD Po?f1wDE I! ~ s ~ 1 7i 1 i ~ ~ I ~1 ^ I ' I ' ° ~a, I 1 ~1 L~IM~.h.,>~CJ~.S C_C ~ I
FOR MANNOL ~RL±E ANO (~4FR 1 .5 ~ . f 1 ~ / ~ ' ~ i ( ~ ~ , ! , , " ~rC~ . E i ~~A WATER ?.?i7 SF,AL a.p,Il I ,(-~,~~J~ B-l~~C\~NJ ~~,~,4. ~'."•,ael i ~Ui~.~. 1. C(}NTRACTOR TO DEWATER THE AREA AND REMOVE ORGANIC SOILS, MINIMUM E~~ERGENCY SPILLWAY 10" LONG 28E.0
9. , ~ _ a ~ m :.d I DEPTH 01= 1? INCHES. TOP OF DA,fwh WIDTH 3' _ 286.0 I ~ ~
a I d.X .Q p 1: e1. 3~ .n•. 2,_~°_._e. d; 6 ~ 1 0 •'fi' .4 ::4 P ::4 :4 ~5 BEND ~ ~ - _ I I _ ANTI-SEEP COLLAR AS REQU'D _ ~ ~ 112 _ i
a ~I t , r^"- _ ~ ; I Vti'ASHLLI ,,r S(pNC SHALL COVER ALL SECTft}NS QF t iPE A MINIMUM OF 12 <a^ uex ~ c ! zl ° ; ~ ~ I ` 11 INCHES. NONWOVEN FILTER FABRIC TO COVER ALL STONE. } ~r r i; ~ ~I ~ . ~ r RiP RAP DISSiPATOR PAD PER DRAWING I H ~
I I TEE INTERSECTION ~ ~ ~ a ANT! , LOATATION DEVICE AS REQU D ( ~ t'~ - - I ~
I ~ 3. ALL BURIEC rNO~ OF PiPE ARE TO BE CP,f PCC. PROVIDE TEN 3/8" N DIAI>ricTER HOLES IN ALL END CAPS. I TOP OF PISER 48"~ _ 284. ~ ~
•ECC:NTRIC M,H. CONE MAV O I ~'t ~ 'ti A'.o~ ~ HE USED ON , 70` AND ~ G o ~--,.o ~ a o $ II ' OUTLET PIPE IN\~RT 1N y 24" 279.02 I _ _ - OJ
I v `~"'a'"s' Icy ~ 8"~ ('IPE 10 HAbE A.ASHTO CLASS 1 PERFORATION. PROVIDE 3 ADD4TIONAL n~ +awecrE c~aE P.ND BARREL _ ~ j ~ 1 I Ii ~ ~ I ~ T/'&"2 HOLES AT EACH PERFORA (ION. OUTSET PIPE fNVERT OUT _ 24~ I 273.0 ~ ~ ~ I j W ~i ~ s
- ~cnaNS sHnu ~ As PER C ~ ! ~ ~ ! m ~ . , d "~a nsru. sTANDarsos If ~ ~ ~ I 6
~ s I _ THRUST aLDCK e~ ~:A,:.a.: , s, I - TR T } FIE4 D LOCATE IMPERMEABLE S01L LAYER AND INSTALL ~'-6' DIA. As _ u•, ~ ~ ~ AREA 1 I, ' I . ~ 5, GiJN ACHOR SNAL_ _ 1 ~ ! . l r + ~ ---5-3.3" ORIFICES 278.2 ~ ~ I TRASH RACY - ,
p 9 I t"!~S>~ 'S7 S-fDNE TO THAT LAYER. ~ REQUIRED ~ ~ z o ~ ~ D~.~,.~.y""~~Ii i i ~ ~ ~ f~ WATER LEVEL 100-YEAR STDRM ~ ~ I WATER LEVEL. 10-YEAR STORM ~ ` ~
"G" RING SEAL ~ ~ .i I I ~ I T ~ i CtJNTRACTGR SHALL GET APPROVAL FROM ENGINEER PRIOR T© THE I , 4 ~-r > "....i OR RAM-NECK ~ ~ --6a s; \ INSIA-LAIiON OF THE DRAINAGC DETAIL. J~TOP OF BERM ELEV. 286.0 i WATER LEVEI. 2-YEAR STORM t 48" RCF RISE / '184.32 ' ~ R-~
! 4 A. d ~ fR n ~ I ~ I j ~ 41 S7_._ ~ \ _ EMERGENCY SPILLWAY ELEV. 285.0 U I 28.6 - y --_.P _-233$4 ~ -i ~ _ r H
o. .m ! h I I~ ` `SI i ! I j I ' i ROAD ~O b I ,a ~ , ~ - ~ EARTH nAM ~ ?-I ,,FORESLOPE 2 ? j
sE ~ . •ta'..,. > . I.ATEItAL INUERT SHALT NOT ~ NOtES: I Q ~ _ ~ s • ;m 6 ~ 3E LONER 11iAN MAIN SpRIN6- I Sl [D I ~ b 1. CtAJCREIE SHALL EE ]WD P9 . , ~ C, . ' . ~ { _--L ...~-_..S-~ -r MIi~ BACK5LOPE U ; 1 1 ~ - rsaa - ~ W
CG~•4., . ~'•d~;~Q• ~ E --~'~LINE. MANHO[£ NEE6S YO & ~ r ~ m rl 2, C6.uaEtE BALL NOT fAN7ACi 0 r ~ s'~V~ 'p.' . q.'.° ~ i ~ ~ e, :+;o ~ AB(riE t6 YEAR FLOOD PLAIN ~ o r m suLTS ~ EHDS of MEG9ANICAL 2 45 BENDS r OR ~ I ; ~ a . ~ . v ' • AND !r£Nr To aE ~ ' ABO~ ~ ~ ~ n ~ ,tQIyT FlTaNUS. ~ ya' p.a .e >y I J ~it~-^C , ~ FLPREO END SECTION AidC ?lSSIPATOk' PAD Rif'-RA,P ~ r-r ~ / 6'W X 18'L x 12°L
q. ~ ' ' . . ; 6" iDD YEAR FLODU PLAIN. S Q ~ ~ - S - ~ C I ~ w++EN MANHOLE T~s ARE IN N z - a. rRENn+ES sHAU OaVFa7M TD EXCESS C< 3' ABOVE OBR~9E. t~ - ST.gNDARp DETA0. W-3. I- i ~ CLASS 'RIP RAP' (
4. SEE SShNDAR6 TFAiUST P1OOS ~ k I._~.-_. -1 R" ROV~EOS SEENSiAMO D { ~ 4TI FARiES W-f6 711AU '.9-91, GOR t~FEA i J 1 ~i f 1~. ~1 m~ ,-I ~ ~ ~ ~ rl . -
I SECTION A-A ~ 5-29 FIXt SYEP DETAIL IN ~ of OF C9NCRk7E RE~IR£0. 4~ ! NoH 1RAFflO ACAS, TOP or I s. atit oExos AND ANTER~cnIXJS ~ I j FRAtAE AND COYER SHALL BE I ~ ~ SHAL4 NAVE CGNCRE'ff 'THRUST i
INSrnum A !SIN. or I' AsaY~C ~ { ~.DCrwc. I I ,j FINfSHEO GROURO S,IRF'A.CE, ~ TTI i ( i I $OTTOM 9NSi[)E @dAr!NOLE ELEV, 279.0 - ? ~ I ANTI-FLGATAi10N DEVICES - j ~ I
SEE SEWER DESIGN SECTION _ ( ( • " • -"-I ~ / COMPACTED Ffll AtJTI-SEEP COLLAR / I Q REVISIONS - ~ , Q+' COMPACTED €flL ~ 24" RCP OU1LE i PIPE I
s ~ a b.. . I A D' m, A ~ MIN. 3 CQIIPACTi6 ~7 STCNE DATE DESCRIPTION ~ ~r
i I i i BASE TO BE 4NSTAlLED ~ i jl t a UN6fPt NE141laNN6lF:, ~i,-~__,,, i i 7 - LmDCAP (TYP} I CR(,aS ~FCTION j 1.______ ¢ I ~ ~
LL_______. I -TRAP C 5 TOP OF ' I I N NON Fl AREA , I - I®I ~
~ FRAFIE Arm coffin sNw- BE I I { ~ ADS N-12 PERFORATED ~ Y,, +,usTauED A MIN` ar i° nern~ [ I i2°a ADS N-12 DRAINAGE PIPE DRAINAGE PIPE, 15' BRANCH y V ~~~aA~ J\~ FIN19iED GROUti6 SJRfACE. - T 1 ~ ~ ~ ~ l1, I I
„ ~ I ~ EACH DIRECTION (TYP} ~ ~ ~ " 'c: p MH STRUCTURE ~ CORE DRILL O f-IOLE ! ,t I " PERM AC~~~~ ~ ~ ~~,G ~~2~.~ I 220 I~.~RL_ I ~l~D
a, ~ ~ ` - CITY OF RALEIGH ~ ~ , j ~ 12 MIN - ~ ~ . i ~ 1 r ~4 ~/r. ! ! ~ ~ ~ _ . __I w
DEPARTMENT OF . UBLIG UTlLI IE. ~ i BOLT THROUGH fv1ANNOLE ° -GROUT WATERTIGHT i FES fNV _ / ~ ~ - _ _ W f W
I STANDARD PRECAST SANITARY , I O;1T=28;9.5 ~ t SEWER MANHOLE I WALL 1N?TN SST NUTS & - j i I 1 ~ ~ ~ 12" MIN i i -~I I j~' ~ j F--I C7
1 DWG. ND. REVISIONS _ DATE _ REVISIONS DATE BDLTS TO MATCH FLG ~ EC0. CONE, EMT BASE @-t7-8S KC,A. - 12-31-92 9 pIp ~ 1 -t 5-20 &d-87 ARH 3-;SO-DO i 1 ( I f I ~,M~~ ~S~Qf~..~ L__~ v ! I
I ~ EMERGENCY SPILLWAY 10' LONG 2.78.0 ~ I 0 IIlI ! TOP OF DAM WIDTH 279,01 ( N
~ ii 1 ~.-a._-- } I NTANHOLE FRAME AND COVER T ~ ~ ~ 1 I ANT{-SEEP COLLAR AS REOU'D , f
i ~ 1 ~ e ~ ~ ~ Gs~ it t15' (TYP) - ;TYP) - I ~ RIP RAP DiSSIPATOR PAD ~ PER DRAWING I
I _1 7f8" CODER i2U LBS. MINIMUM I ~ T I 1 l; t t 1" ~ I ~ - ~ ~ i - ~ - - - - I
1/4" h_ ~ 0 I~ 5., D!P T1 INV=284.0 INV=2a4.e ! ANTI--FLOATATION DEVICE AS REQU'D I ~ TOP "RISER 2"6.5 { ~ - OF 48 ~
I ,-5/R ~ ~ 12" MiN ~ NONWOVEN FILTER FABRIC "f-""1-1 I~ 4 ~ , ( , MIRAFI i6DN OR cc".QUIVALENT _ ~ -OUTLET PIPE !NVERT !N 24" - 2.74,0 i I
I ~ I ~ Ii 7 WASHED STONE XST ~ ~ ~L AROUND PIPES E i I I ~ ~ p i PROVIDE TRANSITION I EXISTING cR/;DE OUTLET PIPE INVERT OUT 2 24°- 273,3 ~ I ~ i
4 I ~1 / ~ I NEtM1' RfP RAP ~ FIELD VE`RiFY DEPTM f GROUT FROM CHANNEL i DissIPATOR (sEE NOTES) I 1,
I 4° TO 1ES 3 I -
! I I T ~ s~4 i1 TRASH RAC9( --w -1-3.5" ORIFICES G9 276.E - I~ WATER LEVEL 100-YEAR STORM ---i ~
{ l ~ AWE I ~ 1 4 WATER LEVtL f0-YEAR STORM ~ ~ / WATER LEVEI 2-YEAR STORM t ` / STOP OF' BERM ELEk 279.0 I 48° RCP RISE ' I
I i~ I P I I ! I _t CASE D,~IL_ DETAIL. ! ~ ~ 277.91 P ~ - I 7 ! 1Z-_ - _1~ --EMERGENCY SPILLWAY ELEV, 278.0 ~-•'1
I ~ ~ ~ o , a ~ _ .._276.91 _ / ~ i - i ~ ~ FBI _ ~ - _-.C7 ---7.78.55 - - _ ~ ~Z ~ - F '--EARTH DAt7 j
~ ~ REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS i~~ _ ~ _ ~l SEE STD. ~ 838.45 FOR GENERAL. NQIES i ~ I~ BASfD ON TEST PRESSURt OF 26O P.S,I, ,r - - - ti i 2 GENERAL. NODES. ~ ,FCRESLOPF, 2 I
I _ ~ ~ . ~ _ ' . ~ 1 ~ .W1 PREAS GSYEN IN S9'JARE FEEL Ji'-D" THEE Plr? .J , „ fp".~ I Mlrs BACKSLGPE 3: 1 ~ ~ Q oo = ' 1 i~ ~ r?.ABED END SECTION FlvD O!SSIPRIGR PAD RIP-FLAP ~ ~.,I
f ._.r w 1 " c~ _ _ 2- G _ ~ ~ p ¢ _ ~-V1 C~ b _ r 2 G2 OR G3 2" 2r8 E / ~ O /Q- ~ ~ STR. FF,C i 2 si~'11~~.x,, c., I r I ~ ( ~Nx12'_Xt2'u I
I I i ~ / ~ " O r 6 I ~ 1 ~ -2" A 2-V1 C~ 9" FILL FACE ~ ~ l f he z`~ Q~ ~ ~ I cn ~ m -2 -a1 ~ I ~ FILL F CE~ FILL FACE ~ r - ~ ~ ~ ~ ~ E cLASS t3 RIP RAr k ~ Q I II ~ i ~ ~ ~ ,1 -,1~r, _ i ~ I
~i J wr / e ~ ~ j L ~ FILL FACE V ~ ~ i , e ~ >n1 A, _..__'L.-_. 1~-V1 5TR. FACE b' ~ g„ k- - 25 ,/4 ~ / , ti / ~ oe~ ~ ~ e ~ e r 4s ~ k _ ~ ~ ~ - SEE ~ i- , I „V, ~ g„~ I ~ ` H w~~..~ „ I ~ I ~ ~i F~--I
_ / o E , ~ r F e 4 w ~ o yr I ---g- ~ I ~i~ ! ~-I Cc? W,NG WALL 23 3/4 ~ ,Z• ~,",A , ~ ~ \ ~ \ v \ a a ¢ ~ ~ ~ ~ ~ , . ~ rn DETAIL % ~ ~ ~ / e ~ o co z ~ m / ~ . I ~ T / . -2-82 I PIPE NOT L, -"-~'~l II e~ G~~O m e~ G0 tm re 0, ~ ~ i! ~~iI~ ~ ~-N1~9"c i J
i I f I I, e~ V Q /Q~ v v v~ ~.I v v v ~~i C) I dfr If'+~ I' a, n ..HD'~IIN n 1 ~:?J~OI~U ~O 0 0~ C ~0 ° N7, ( v I 'E NOT I BCTTOM INSIDE MANHOLE ELEV. 274.0 J a Zj x Q'~ i ANTI-ROATATICN DEVICE/ H I ! ANTI-CEP COLLAR ~
j ~ ~ ~e o~ o°o° ~ o° ~ero° 2• o d' ~/o ~ 0 0 0. "r I i~ p ( I m, 1 ! 1 ~ rn. ~ V1 C~ i, 8„ 1'-6" ~Z _ " T ~ Q / ~ N i s 0 0 ~7` a Gr ~i Q-~ ! ~I ~ v T ~ r g. 0d` ~ 0 i nor i ~ n, ~ ' ' I Z _ Tq ~ ~n REVISIONS 24' RCP OUTLET PIPE /
~ i I 1 /2 I ~ c r . 1 i r, /II ~t, r ~ ~ I -4- .3 D,A. DRAINS '~IiP!G WAL ~ ; r I ~ ~ I d~- I f ~I I , r ! Ii~ i ~ V I 6" ABOVE -22 1/4" 6 r11 , II k I ~~._L~/t . ~ ~ ~ ~ FLOW LINE r I ! V` F~ DATE DESCRIPTION i CROSS SECTION Q
_I _a i__~~. - _ - io r". t 11 1/4 t,1DB ~ 1 i 1 7 1 1 2 1 ~ j_ _ ,a_ L_ to I W I I ~
I _ , , ~ 2 207 1 2 2 1 1 1 3 1 I ` ~ ~ \ ~ ~d'~ .~I ~ y ~ ~ I ~F~fR I Ji N -~I ! T4 T I I I: ,t I " T4 iv Z I - - a
45° 4,326 2, 3 3 1~ 9 2 5 1 I (b ~ ~ 6-"T f i io~ i 4„ I - 1 1 ~ I 24 3/ ~ 90° 7,99fi~ Z_ 4 5 1 2 8 9" ~1~5 ~ I ~ _ , - ~ ~ - Q
I ~ - i , CONST. JL L2-93 2-61 ~ N „ _ 33" ~ ~ ~ ~ PLUG 5,655 2 I 3 4 1 1 2 6 1 Tp ~ ~ "O . I JE~~ TI I ~o P~I~Mki~~f~I ~ ! ~1~1~~ I~L~ ~i ! v STRUCTURE -POND 2 , - ~ ~ r i I , n. I H ~-I
/FRAME 162 LBS. 5RL ED INTG~CIONE ORHO~ I g" I ~FiL~ ~CE D ~4-N1 SECTION - BB I -
i i OR RING WITH ANCHOR SUNK TO I- . o ~ 1 1 1 1 1 1-~ 12 1 I _AGSIiIELDS ONLY MAY BE USED I 1 { 1 /4 ,970 T 2 (n ! Ih; ROADWAY APP!1CAllONS. DESIGN DEPTH, AND ~f8"X3° I i H
HOT DIPPED GALVANIZED 22 i/~ 3,922 ~ 2 3 1 1 1 4 1 r l r BILL OF MATERIAL LAG 80LT AND WASHER. 0 7 4 4 5 1 1 2 8 1 ~~EVATION ~,~r I T 45 ,69 2 i I ~I ~ REINF. STEEL BILL OF MATERIAL FOR ENDWALL ` W o~ DfMENSIONS ELEV }NF. STEEL 2 ~ t~ ES 3 P PES I
I CITY OF RALEIGH o I I I 9G 14,215 ~ 4 8 4 2 2 4 95 2 T2 OR f3 T'OP c'~ 9UTT'OM 4" ' SIZE LENGTH N0. WEIC+IT N0.'~IGNT EMERGENCY SPILLWAY '0' LONG 287.0 j
DEPARTMENT OF PUBLIC UTILITIES 3 f0 i ~ ~ I , t3AR SIZE LENGTH I PLUG 10,053 3 5 16 2 2 ~ p, ~ „ B1 ti THREE ~ IP~S 15 - 5 ~ 6 TOP & BOTTOM i ~ 6 ~4 ti _6^ 8 29 12 44 TOP OF DAM WIDTH 3 288.0 ~ ~..I ~y
STANDARI3 h4ANHOLE COVER 12" I 2'_~~-~'' ~ I 82 #4 - I ~ 4 6 I _ 11 1/4°I 4,433 2 3 1 3 1 1 t 2 5 1 11 ~/r~ ~ i, ~ T ~~r 8 SPA. ~19 9" w v B3 #4 T-0" I 4 z ~ I W # 4'-6" ~ 2--I ANTI-SEEP COLLAR AS REQU'D
5 - - a DWG. N0. REVISIONS DATE RENSIDNS DATf I ! I w rv r~4 T-0" i 4 i9 8 T37 I P j -r- -f-- ~ RIP RA CISSIPATOR PAD PER DRAWING {
-t 3-1-87 3-1-87 22 i/~ 8,826 3 0~ 6 2 2 3 9 1 I ; 1 , °Z" BARS IN N~ PIPE NGT I 5-25 0 17312 5 1 9 91 3 3 5 I i8 2 ~ i TDP OF FOOTING + ~ SHOWN _ _ RRH 3-30-0 45 ~ f ~ ( r / ~ v2 J 19' tO" 7 19'-10" ? 81 _ _ ANTI-FLOATATION DEVICE AS REOU'D - ~ - -
gp° 37,983 8 16 ig 4 4 B 32 4 ~ s T _ _ 0 1 1/2 : i a d o i~ i I SLOPE I # I #7 30'-0" - - 2 i23 TOP OF RISER 48" - 281.0 _ i
22619 6 12 14 3 3 6 23 3 I / P,.4G - I - ~ _ I _ ~ Z2 ~r.____ H1 4 T- 2"_ I l -GATE 'CAPPING VALVE 16~ I ~ ~ ~ ' = - ~ ~ ~ I 4 - 4 7'- 2"_ 10 ~8 10 48 OUTLET PIPE INVERT IN - 24" 278.0 i 3 ~
I- ! I ~ _ - - ~ ~ I fit # 5, 6„ o I 1 1 I (0 - - 111/4 7,68i 2 4 5 1 2 ~ 8 ~ ~ ~ ~ ~ H3 #4 3'-5>, OUTt.ET i IPE INVERT UU, 7.4 227 5 5 - #4 3'-5" 4 9~ 4 4 ! W W w
7.2 i/9 15,691 4 8 , 10 2 2 4 16 2 ~ "P~ ! ' Ir ~ 4 ~ , ~ I ~ ~ ~ O _ = W
° 7p1 8 -to 19 4 4 8 ! 31 4 ! I ~ i 45 30, 7., C } 5 b..°.'\, ~ I ~-',I;J 5„ TAPER C~L_TAI~_ ~_r~t , # __3~tt'u-~ I #5 3'-11" 18 74 22 90 ~ ~ t? ~ "I-'--"-`~`!'_.'"'~-t".-'r I --4-3.3" ORiE:CES ~ 278.5 ~ til W ~
! TtiR~ N7~ 4 3'_~~, p b I 90° i 56,861 15 29 35 8 8 15 57 6 ~ - I 7' l! . h ~ 1 n' 4~ _F . L II _ ---J--_-~- _ 5 ~y •8~/ r /I „ s 14~ " o'~ o ~ ~ I Z3 ~`,l~•' Y~ o_a o PLUG 40,213 10 21 25 b 5 10 41 I IFE~ T4- / 4 3 -F' & l i 8 8 18 TRASH RACK WATER LEVEL 100-YEAR STORM j C _ _ i WATER LEVEL 1G YEAR STORM J 11 O ~ ~ Q
~ - ~ REAC'BON BEARING AFEAS ARE iN SWARE FEET / ~g SPA. l14 9" "N" BARS ~ SPA. ~ 9" FILL FACE ~ 4 - _ 1'2 24' 8 , I - I o T. ~ ~ CITY OF RALEI(4i 1p, / I r-y ~ ~ - r c .q°.' Msasu~D m A t~R cA~ PwvE 1N E IN BOTTOM OF FOOTING 3-V2, 2--V3, 2-V4 2 Va 4 ~ _ WATER LEVEL 2-YEAR STORM J' TGP OF 9EkM ELEV. 288.0 ~ 3 24; 8 0 gg I I j 231.21 1 4a' RcP RISE r o o~
I d :q. • • a o TRENCJi sDE AT AN fiNGIE of Qo °TQ 1HE THRUST DEPARTMENT OF PUBLIC UTILITIES ~ - --N2-~ T3 #4 18'--1,'~ _ _ k '-5 7%16 ' ~4 18 --1 12 145 _781.13_ ~ ~ - ~~--EMERGENCY SFILUNAY ELEV. 207.0 U
I ~ ~ , ' o 0 o VECTOR. - ~ y^e 2 SPA, 2'-6" STR.~ ~ 4 ( ~ ~ ~rss s - B~ BENDvuuEt~a HYDRAI57s FOR ~ THRUST BLOCKING DESIGN I 3'-3' FA^E 2-tti, 1-H3 TIT S'-9~~ ~ o , :a ~ AnomoNAL saFErr FACTOR. 1 ~ r~ I~ H 3 [ #4 6'-g" ~ S 22 : o ! 27 -~--280.87 _ r....__ ~ w ~ ~ F' -1--+ ~ EARTH DAM
I ~ QUANTITY TABLE 4 SP~1. ~''-3" FILL SPA. ~ i' 6" i I i 6 DWG. N0. REVISIONS DATE REVISIONS DATE FACE 3-Hl, 1-HZ, t-H 'd2 STR, FACE #4 2'-6' ~ 80 134 126 ~ 211 / FaRESLOPE 2 : ? ° ~ ~ ~ - / - - i I MIN BAC'KSLOPE v ; 1 I I _ _ _ ~I
1 - - i TOt~ AEY~ i _t ~._1 .W.C. 23 9 ~ H2 H2 _1 I I ,W .0 , I~ z N ~ J2, 1-V3, t-Vh, 9-V Vt #4 T 3" - - - - ` N 1' a7 I 1 44 c cr ~ r _ N N 4 T-3" ~ 1~i ,LA.R ~ N SE TIOV A~~P T' °p O 2 58 , , r - ~ ~ D C ~ N~ UIS5iPA UF3 . A~ RIP ~t,.P i O O
4 5'-10" 70 ' 39 9(J 39 ~ _ / s'w x 3'L x 9°'D ' / ~ ~ _ I - r CLASS a. RIP RA I ~ ao
I { ~ I I V3 # 5 -0 I #4 5'-0" 6 2c~2 6 (2p ~ I~ ~ ~ ~ ~ ~I~ ~ I~ ! - ! ,1 ` y ;E j o N ~
i ,,ODD PSI SOLID CONCRETE I ~ ' ''I 3 ~ V SHALL BE USED AS FOOTING FOR I ri~ R I #4 ~,_2" #4 4'-i" 6 ~ 16 6 1 1& -I ~ `-1 I ti" N N o 4 ~ 6 1;~ 6~rtt3 I,-_ ~T. ~ ~ ' ~ 0 0 2 _ I
_ - 1 ~ 2`-10" ~ ~J~- I H1 DUCTILt. IRON PiPE. ~ I ~ti N 21 #5 4'-8" I I~. _ ~'~6 4'-8" 6 q.2 u 42 BOTTOM 9NSIDE M1+NHULE ELEV. 276.0 I
l I H1 6'-7" ~ - VALVE I I y--~- i ~ ~ I i ~5 4'-0„ I ~5 4'-0" 6 25 , 6 25 I ANT!-FLOATATION UEVICE'~ . - , ~ , ~ _ _ AN fI sEEr u7~LAR- _~~4 3'-4" 6 , L3 6 13 ~ e ~
4 FLANGE H2 4'-17" 1'_.1_-.i L- ! ~ ,j T4 i ~ I "Z" Z3 3'_q R~Vi,.IONS 24" RCP OUTLET P•,PE
~ M.J. FITTING H3 2'-10" ,v „ - - 1 ~-Nt 4-N2 . ~ ! r., N BARS „ „ is sPA. ~ s° REINF. STEEL L9S. i DATE DESCRIPTION I IF. STEEL Les. 7a~ _ 1e1~ ~ CRt~SS SECTfO~~ ~
° ~ ~ ~ r ~ ~ H BAR. 7 ~Ar~S , a° I - ~ ~~hriNG ELEVATION cod./c.s. Cu. YDs C.S. CU. YDS ~ 13,6 r~-} ~ !hereby certify that i am / __G I - a civil engineer, registered
I A .a•.... ~ . ~ ~S~HG ' 16 i I - ~ I ~ } T-- J - _ _ , in the State of North
~ ~ ~ T 1 j I I , , _ t, ~ 'I Carolina, and that this I ~ » ~ERMAf~E~dT POf2 C~LJTL.~ T STRuC i IJRE! - P;~I`~D ~3 ~ I plat is in au respects
~.`.`~.~~p~ ~ C GENERAL NOTES, , ~ , b. , ~ _ I -1 ~ I correct and was prepared
I ? I ~.6',Q b•~• i I_JS~ LLASS ~.lJ~l i~I~L.TC. I ~ N, ' 4 ~ _ - __J - by me or under my I direction.
TAPPING SLEEVE ~ ~ i CHAMFER ALL EXPOSED CO~;NERS ~1".
i SIDE V{ENi Q i i 1 I r•rT n-r nr • r r'
~ ~ j ALL DIMENSI{DNS Kt~t,ilVE Tv PLA~~MENT` Or r~EINFORCING STtEL ARE TO (ENTERS OF BARS, ALf_ coNS1'RUCTION SHAL'~ ,A.cc~~~~ar'~UE ~~,~~iulu~,,,,~
~ NOTES: i I F I IN CONSISTIN ~F ONE 1~ CUBIC FOOT OF NUMBER 7t3M STONE CONTAINED I PLAC- A .ONE DRA, G C ( 1 WITH CIT'>' OF RAi_E!SN Ai~l~ fVCil1~;~~'i 2r,N~AI?C'S, ~ CARp~~ii ~ ~i
~ i. coNCRE-rE sHA,L1 NOT coNTACr ' IN A POROUS FABRIC A,T EA.CH WEEP HOLE. PLACE SUBDRAIN FINE AGGREGATE BENEATH, AROUND BOLTS OR ENDS OF MECHANICAL I j SPECIFiCA LIONS, A~aD Dr_T/S~.ILS ~~~0~ ESS/ /~~i
I I J1nNT FITTINGS. clrY GF RALEIGH ~ , i AND OVER THE STOP~E DRAIi~ SO ?FIE STONE DRAIN IS COf•~PLETE LY COVERED BY A LAYER OF~ SIJBDRAiN 2, sEE sTANDr,RD REAG-noN BLDCK -----DEPARTMENT DF PueuG uT~.ITIES _ I FINE AGGREGATE AT LEAST ONE ~ : ~ FCOT -I NICK. INHERE THERE IS MORE THAN ONE WEEP HOLE IN A 1JE3DRAiN ~ Q ~
U TABLES, W-iD ANO W-11 FOR ` ~ _ IN A ;,'TiLi?Y INSTALLArICNS ANii O~H~R PG~~i; SEA Q i I I n; I,i- a ~I~~Ii1 / {i II i f-; I~I'~I(" ~ ~~T S UARE ~ A,i Jslt. ~ 1~,~ Luliv ; ~h~~_,~1LK f ~ , _A .r.„A, 67
AREA of CONCRETE REQUIRED. 4" - 24~" STANDARD TAPPING i f WI~~G 4NALL, PLACE A HORIEONTAL DRAIN OF SUBDRAIN FINE AGGREGATE Al LEAST ONE (1) FOOT SQUARE ~ I ] SL EEVE AND VALVE ASSEMBL'f I ~ IN CROSS SECTION TO CONNECT ALL STCNF DRAINS. PLACE A VERTICAL DRAIN OF SIJBDRAfN FINE - RAMPS ARC TO GON$TRIIGTEG Oiv A!'L SI Rt "c, INS= r ~~r, ~ ~,,v r.I I c
o ! Dw r~o.Rw_iSIaNS DAr~ ~wslt~NS~ Tam ~ ! AGGREGATt AI LAST ONE 1=001 SQUARE IN CROSS SECTfON ,^,T EACH'NEEP HOLE TO AN ELEVATION -t 3-1-87 D.W.C. -7- 1 ~ ~ T I /aS 5r'u I. ItD SY , ~ Gt,~Jt. ThEJE f~ftCltillt~, I ~'v LEVATIOfti HA,11E BE:~N APPRG'v'~D IHr CITY 0'. RAC E!U!~ ~~i'~9
~r ( W-1a v R -31-D i F TWO /?1 FEET BEI~OV~:' ~IHt SURFACE OF IHE EwiBANKMENT, ~ G~w____-- ~2-319 _ RH _ ~ 1.-, n i R P~` ~ A~II~ ~HA' 5~ 'I;~+°Tai~~'rn ~~~II~- '=t L.-'a,h,r 7/77 D.K '<~AA ..4 J pu71U.. i~7-hCU_._~. '~lpeE-~~/~.) ILJr~..+'~~~.. sl~~~i~i~~~~~
I j AI f ~~Ui51LCiJ ~ir 'r~~ld.i! ~LIV AP~Il~'VAL. P{JJLh.
N cr, CF11 ~ ~ ~t,d~ Tc ~c rT ~ DATE SCALE 1 ~~~ilTAR'~ ~~~,P'F~ r;15_Idi~N AtTL, TV RL ~+LL.(,iy'vl_u
~ ~ -t HEADWALL DETAIL I ~ PR!OR TC~ FINAL A~GEPTAN;[:. 1/16/01 NTS ~{GN~TI~RF: DRANRd BY CHECKED BY
a DCR edk
0 0 CIiIEF ENGINEEb_____.------______-____,.___ REVISIONS
cv DIR. CAF P UBi_IC 1.11:.~iTl~`T~_~._-__.__._
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a_ ONStRVADON '-N";N -FR PROJECT NUMBER
0 01.1982.60.II SHEET
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NOTI=S:
1. ASPHALT INSTALLATION IN TWO APPLICATIONS: 1 1/2" & 1".
GENERAL CONSTRUCTION NOTES: 2. USE WHEN STONE/ASPHALT COMBWED DEPTH IS GREATER THAN
OR EQUAL TO 10"
1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING 3, A BERM WIDTH OF 9.5' IS REQUIRED ON LOCAL ACCESS SYSTEM ROADWAYS WITHIN 50 FEET OF ANY INTERSECTION AND WITHIN SEE DRIVEWAY DETAIL di
THE LOCATION OF ALL EXISTING UTILITIES PRIOR 100 FEET OF ANY INTERSECTION ON COLLECTOR STREET SYSTEM WITH sIDEwALK Z
TRUCTION. THE CONTRACTOR IS RESPONSIB?_E TO CONS T SIDEWALKS AND DRIVEWAY ACCESS HAND STD, N0. 20.01 ~i H ROADWAYS. SEE STREE S,
THE RELOCATION AND/OR REPLACEMENT OF q?L FOR ESIGN CRITERIA , ~ BOOK (D )
EXISTING UTILITIES. 1HE PAVEMENT DESIGN FOR MINOR THOROUGHFARES SHALL BE A p,,,l Q 4. „
INIMUM OF 8" ABC, 3" BCBC TYPE H AND 2 1/2 OF BCSC M T OROUGHFARES
2. ALL CONSTRUCTION SHALL CONFORM TO THE TYPE I-1 OR I-2. THE PAVEMENT DESIGN FOR MAJOR H [-i ~ Q'
CURRENT "CITY OF RALEIGH SPECIFICATIONS AND ND ARTERIALS SHALL BE A MINIMUM OF 8" ABC, 4 1 /2" BCBC TYPE H W ~ ~ A Y H
CONSTRUCTION DETAILS". AND 2 1 2 OF BCSC TYPE I-1 OR I-2. THESE PAVEMENT DESIGNS MA w H w / ~
BI= INCREASED BY THE ENGINEERING DEPARTMENT BASED ON TRAFFIC
OGRAPHIC DATA PROVIDED BY 3. ALL EXISTING TOP VOLUMES, SUBGRADE SOIL STRENGTHS AND/OR TRUCK VOLUMES. ~ W C-~ U1
WAKE COUNTY GIS, SUPPLEMENTED BY TITAN- R w R/w t-~
IT IS THE CONTRACTOR'S ~ ATLANTIC GROUP, INC. W 0 I~ w
RESPONSIBILITY TO VERIFY EXISTING TOPOGRAPHY C C
FOR ANY DISCREPANCIES. Q Q
NTRACTOR'S RESPONSIBILITY TO 4. IT IS THE CO
ALL PROPOSED EROSION CONTROL MAINTAIN R/W r~,
DEVICES AND TO ADD ADDITIONAL EROSION R/W G W ® ~
CONTROL DEVICES AS NECESSARY TO PREVENT Q
ANY OFF-SITE SEDIMENTATION. 2. qk 3.5' C&G .1
5. ALL STREETS WITHIN THIS DEVELOPMENT ARE 1/4" FT, C L FT' }/4"/FT. 2•
PUBLIC. SLOPE 1 4' ~ 1 4' FT, T1 M
P$• ~ ~hr~ar<.e.~~.?.. rise ~r :rer.v. ° .r...'~~~~.ti. . ~ 9DE~- qk
ALL STREETSCAPING SHALL BE IN ACCORDANCE 6.
WITH CITY OF RALEIGH STANDARDS. SECTION C-C OO BITUMINOUS CONCRETE SEE NOTE 2
1 EQ AGGREGATE BASE CIXIRSE 5 ~ W
7. CONSTRUCTION DRAWING APPROVAL IS REQUIRED ~ FQ COMPACTED SUB GRADE ~
BEFORE CONSTRUCTION ON THIS PROJECT MAY RESIDENTIAL STREETS ~ ~
BEGIN. A B C D E w 41' 20.5' 18.0' 2 1/2" I-2 8" ABC 9.5' z Q 60 0 ~0
a ~ ~
8. ALL DEVELOPMENT FEES ARE DUE BEFORE ~ ~ o vti
CONSTRUCTION DRAWING APPROVAL. ~ T CROSS SECTION ~ ~ ~
REQUIRED BEFORE ~ TYPICAL STREE TREETS • ~
9. ADDITIONAL PERMITS MAY BE AND COMMERCIAL LOCAL ACCESS S , FOR COMMERCIAL COLLECTOR v N.T.S. o ~
CONSTRUCTION CAN BEGIN FROM THE FOLLOWING v
AGENCIES -THIS IS ONLY A PARTIAL LISTING, OTHER PERMITS MAY BE REQUIRED FROM OTHER 0 N
ENCIES IT IS THE CONTRACTOR'S RESPONSIBILITY AG , O
TO VERIFY AND OBTAIN ALL NEEDED PERMITS !
PRIOR TO CONSTRUCTION.
CITY OF RALEIGH: ¦ ¦
1, GRADING PERMIT scri ion I hereby certify that i am
2. FLOOD PLAIN PERMIT C_1 a civil engineer, registered
3. STUB PERMIT COVER SHEET in the Stote of Narth Carolina, and that this
ECTION PERMIT NT 4. UTILITY CONN PERSON AGE LY RESPONSIBLE FINANCIAL C_2 plat is in all respects
5. RIGHT-OF-WAY PERMIT BDIVISION PHASING PLAN correct and was re ared SU p p
UT PERMIT t control issues arise during land-disturbing activity. 6. STREET C 1. Person to contact should sedimen by me or under my N C-3 direction.
7. BLASTING PERMIT Telephone: [phone] UTILITY OVERALL PLA
„ „ Name: Bill Rowland C-4
10. PHASE II IS LOCATED WITHIN ZONE X LAIN IN financial) res onsible for this land disturbing activity. LOT LAYOUT PLAN ~uuufu, C ~~~~i
OUTSIDE THE 100-YEAR FLOODP 2. Person(s) i:trm(s) Y P N 15 STREAM 26) '~0 ~~i
~ PERRY CREEK WATERSHED (BASI i ess Park Inc. Bdl Rowland T nd Bus n MEN awls VE R PRO C IM UBLI 1992 P ING & STORMWATER PLAN , IES. RAD , TIT G UAN NT ME , VE ,
~ S SHOWN ON FEMA MAP ~ 37183C0351E, MARCH 3 A Name of Person s) Firm(s) ( O I• BER > UM .5 OTS OF L PLAN 1BER NTROL C-6
LN TOTA EROSION & SEDIMENT CO
1 0 CHANGES TO ANY ASPECT OF THIS SITE 2730 Rowland Road, Suite 106 Same 1 . N TH ~ 215 T NOS. ss LO ~ 219 UGH , THRO _15
PLAN, INCLUDING BUT NOT LIMITED T0, Address Street Addre ATIONS Mailing LANDSCAPING, GRADING, BUILDING ELEV OF ITY PLAN/PROFILE C-7 o~„,~? ROAD & UTIL , i V % ES. AS , PH OF
ER B NUM TAL TO BE MADE Ralei h NC 27615 Same ER , _8 qih D. K C ~~1f t+~~ ~ti~
~ COLORS), LIGHTING, OR UTILITIES WILL 9 ~ Zi ( State p z. cat ASE P EIGH Y I S P H Y OF RAL State P TH ~ ROAD & UTILITY PLAN nn+ N0. II H ASE DATE SCALE
WITHOUT THE APPROVAL OF THE CIT City Q PLANNING DEPARTMENT. D CROSS SECTIONS C-9 i/is/oz rtTs
~ notice rocess, or pleading in any action of legal 3. Appointed agent to receive any ~ P de Cha ter 5 Part 10. ROUNDROCK ROA » DRAWN BY CHECKED BY
arisin out of an matters relating to Raleigh City Co p ~ STABILIZED AND SEEDED processing g Y ALL BE 108 LF• .THE SITE SH T R. 6 12 WA E = 0 LF 12 9 6 ear OS LF C-1 o ncR
TO FINAL APPROVAL BY THE CITY OF RALEIGH Signature Notarized on Application PRIOR Bill Rowland ROCK ROAD CROSS SECTIONS ROUND • 8 g 5 REVISIONS
nt SEWER: ure of A e ITARY Si nat SAN { Name of Individual g g 1 LF EWER. C-11
~ 13. THERE ARE NO KNOWN WETLANDS PRESENT _ TREET. ALT S 76 6722 ASPH DETAILS 5 LF T. 105 TREE S
owland Road, Suite 106 (919 8 ~ ON THIS SITE. 2730 R . C-12
:3 Inside Cit of Ralei h Business Telephone K. 11 Business g I D EWAL lace of Y S N P F DETAILS 1175 L ELK.
14. CUT AND FILL SLOPES WILL BE STABILIZED C-13 PRa~ECT NUMBER DETAILS
,enTUini 3n naY4 ~F ANY PHASE OF GRADING. Raleigh, NC 27615.
Address
DETAILS C-14 ~ U1.1C~ 1bU.11
J 15. THIS PROJECT WILL REQUIRE A PRE- r CONSTRUCTION CONFERENCE BEFORE A
GRADING PERMIT IS ISSUED.
f

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~ ~ ~ ~ -y r ~ ~ 1 ` 1 a i , ~ 1 , t , F - l - - ~ / ~ l r " ~ ~ n ~4 / / ~ O /y~
, J i / ~ 4 ! f ~ i f 1 , ~ t , i
1 i ~ r ~ ~ f ! NEW RI 'AP ISSIP'ATOR ~ , ~ 3- iR i ~ ~ i t ~ _ ~ ~ ~ , t ! : V i ' ~ p ~ ~ ~ N r~
~r t EX1ST~~lG ~ `OFIC• ' I ~ ~ ~ . ~ ~ ( i 1 ~ ~ ~ ~ _ ' ~ (SEE k9LE) ~ r ` ~ i , ; r' ; - ^ V
1t~iENT I ~ ~ R~'.~A!IOI~t. i ~ a '~._._v. -.4.,_m ~ I r ~ z h., ~ ~ OD- _,r , \ fi
` F4~b0<~ H ZAR~ S~I~.S ~ r s ~ ~ ~ i r XIf~~A~E) _ ~ pp~0 I ~ ~ v., ,.r / - ~ 't 1 v., /
' ' ! - _ ` rn ~ i ~ 218 ~ ~ ~ ~ ~ H ,
~ a , ~ ~ R0~'E ~Of~N~R ~6 ~HMARK a ~ _ w ~ _ ` , ti ~ , ~ , ~ ~ ~ ~ ~ E = 719.26 (FT 1 C~ ~ ~ ~ ~ 21~ ~ w ~,x ~ ~ ~ ~ _ - zs~. ; a 3 lgy
y t ~ ~ STATI N~ 5~11.8i . _ 4 ~ A ~
't ~ ar ~ OFFSET; L I~TH 41.~ i' ~ ~ ~ , ~ ' r ~ ~ ~i f NEW L ` SPREADER '`w, ~ 3 / r 0 ~ Q
~ I~ ~ i ~ ' ~0' ~ ~ ~ ~i ti 0. ~ / a
_ ~ ~ r r° r ` 1 RIP RAP DISSIPATOR ~i ~ ~ r r , i ; r -6 - SIP P ~ ~ f I~ 4 279, 2 FES INV OUT-27:7.5 F RIP RAP SIP TOR,~;4; . ~ ~ H
FES INV`QU, 9 I' r~ R+ w _,z~a` ~ I t .N
~ ~ ~ ~~W {:E L!SP,READER; - ` r Q ~ ~ H - . ~ r~•.. h W
~ ~ ~ 1 , TOPE AT 2~O,b ~ L ~ N ~ ~ PR6GOSED 20 ~ OF -1 ~ " .°~I~ALEIGH DRAT AOE EASEMENT 1'IR~ LE ~ J~ 2 ~ W
N ~ U ~ w ? n - ~ ~ .r ~ ~ - o 0
I r i , ~ ~ ( / ~ + EXISTING CUIjB` INLET C ~ f i ~ - T.O, EX-305.30 f ~ a
1 ~ ~ i ~ ~ ~ ~ T.O. NEW-305.45 ~ ~ , I ~ ; ry ~ x ° ~ AGE 9 ~ - A
~ ~ JNV.~OI~,T='27 ~ ; ~ P ~ ~ + Q _ EXISTING HC RAM 1 ~ ~ , _ i SYSTEM 1 ~ r~ p-+ ~ ~ ~ ~ ~ ~ Q
~ s ~ ~1 ~ ~ 27 "z ~ cn ~ 1 ~ ,o t ~ ~ ~ ~ _ ~ ~ ~ ~j Fri ~ ,N ' ~ ~ ~ F4
~ 9'S LF 4 RCP ~ S88 54-.~~-~1--° - ~ - - C4 1 _ N ~ 2 g b °j
I ~ ~ • ~ J ' a~ ~ L 2 ~ ~ ~ S88 54 28 _ _ ' ` 47$.35 ~ _ _ 1 ~ i` ~
I ~ 24~. 30~~ . • r ~ S8` 49 45 i w 216
$ T P 6 _ C ~ " p OQ t i 7 1 V~I~ cP ©i ~.~oo t ~ Q
~I , ..__a__._ w ~ ~ m _ ' ,~F+C~ , 4 bb ,a, , . - ~ - a ~ Q ~ X ~ ~
o-I-Gv 0 n ~t ~ ~ i ~ e~ ~
,
~U . ? N ~ u, N ! ` i -J~~JH~~~nA~,E . 0 ~ ~ ~ ~ o r c r ` O m c? ~ r M , ~T ~~""`DQUBLE YELiiOW fD CENTERLINE ~p~. f
1 ° 52 1 _~Q. > ; Q M_ , , ~ r. 2 , - - ~ V ~ , , ~yQ "LL`~ (NCbQT STAI~QAR 920.01) ~ a 1 N~ ~ ~ _
_ - 2 ~ ' 2 ~ 4 . ~ _ D'' C7
~ ' ,r t a ^ ~ ~ ~ .r / • ~ ~ ~ 278-~,, W
y ~ ~ 'OVE;34" RCP l , ~ Q
~ -,.P ST RT QF'PHA~ II ~ ~ ~ ' ; Z 0 O
CO,f~STR19CTl~l. SA~VCUT ' r / ~ L ~ J ~ ~ ~ 1 ~ i „'r ~''tpp ° X 11 'RO "AT ST : F a . ~ _
350 AN'D RE ~ ~ ° _.__~-t ~ ° - ~ / ~ ~ _ ~ U U
• , ~ REM EXISTIN CUR6~ INLET Q Q ~ f' 'f ; EXISTING. CURS INLET A ' T..C. EX=297.00`' w ` o
LXIS7{~dG 5~ RMV~'AT R OMAN OlE ~l I T.~~C. E -304:,79 INV EX=~l,8t.95 4 N , - O 0
i r ~4,2~ ~ T.O.Q. NE =305:49 I , ,~s ~ l~ f V M= i t 1 r_ ~ ~ ~ I d OU , 3° ~ ~ i ~ NEW CH ~ EL ALIGNMENT . ~ ~ a d . a 47 p ; ~ ~ o
~ f ; ,r `C-1 1 NEW CU INLET~J3 ~ N pl ' . n_.,
~ T} .C. NE -298.4T°. ~ , , ~~~I, , '1 ~ Q ;ti I; NE RIPi AP~~~A'`TOR ~3 v ,
~ ; 'INV OUT 81,95 s I~~ SE TABLE) ~ / ~ ~~CS _ ~ p
/ .1 r REMOVE LEVEI. SPREA ER l , ~ f Z 4
30' RIPARIAN BUFFF~R 1 ~y~' ~ ~ , ~ ~ ` 20 ONE 2 i i r ~ ~ f i r
81, i ~ ~ ~ ~ ~ i i ' HEADWATi~. TIP ~ ~ s i > . ~ ~ ~ ~ ' f~l ARI BUFFiER ~ ~ ,i I hereby certify that i am
-1 ~ P Ai~ / ~ ,NEW CI~~VERT ' 't 1 $ONE 1 ; l ~ 1 ~ o civil engineer, registered ~ ~
~ ~ ~ 3-72"``t~MP ~ 1 ~ ~ ' ~ ° ~ , "ti in the State of North ~ ' ~ Carolina, and that this
INit, IN=275.'6 ~ ~`s 4-~. ' ,f ~ _ • ~ 't INV 0 T-274,8$ ' r~ fNTERMITTENTI S AMt~1 % ! . ~ ~ ~ 1 1 , } t, ^ ~ ~ plat is in all respects
~ ~ ~ ~ ~'~°STATION=~+49.60 > > . A ~ , ; , r , qj correct and was prepared N ~ by me or under my
~ PIPE' KEW=18'00'00" ~ ~1 r~~ ' ~ B~DINO DETAIL r ` ' N direction.
, i / ~ ~ . / ~ t j ~ \
/ ~ , r r ' I ti ~ V`° ~ , ~ ~ J t ~ r3 ~IItiIlrlNallA///
i . • r ~ ' 4 ' ! i r
STORM BRAIN. STRU T RE T L ~ ~ ~ ~ i~ O ~ 0 ESSI i
i ; ~ r s i • ~ , ~
~ t STRUCT. TbP INV. IN INV. IN INV. IN INV. IN INV. ~ 1 N ~ ~ ~ ~ ~ =
< N0, EI;EV * NORTH 50UTH EAST T -0UT a. ~ 6
1 CI X96.04 291.5 289.3 i
c~.~ 96.04 289.0 288.8 2 CI 2 UTILITY INSTALLATIONS AND OTHER PUBLIC
FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ~~~i/ D. K e~ //lllil 111111Y .P I
c~ 3 CI 293.79 286.9 283.1 RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS :ETS STRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
4 C? 291.54 284.5 282.5 AS SPECIFIED BY CITY CODE. 1HESE FACILITIES NOTE: ALL CON DACE sc'u.E T TANDARDS SPECFICATIONS AND DETAILS 1/16/02 1"=50'
D SSIPATORS HAVE BEEN APPROVED BY 1HE CITY OF RALEIGH ~ RIP RAP I UNLESS A CHANGE H RALEIGH AND NCDO S , DRAWN BY CHECKED BY ~E
5 CI 291.54 282.3 282.2 282.0 AND SHALL BE SO INSTALLED i SEE DETAIL 7 C-12 IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC ~ DCR edk
0 6 CI 288.72 281.5 281.3 STONE SANITARY SEWER EASEMENTS ARE TO BE RECORDED NO ado La W t AVE. STONE ~ RDED VE DATA REVISIONS HORIZONTAL CUR
PRIOR TO FINAL ACCEPTANCE. ~ 7 CI 288.27 280.5 AIURE:
L-~-GE.~VD, 1 6 12 14 22 I 6 SIGN Curve Radius ~ Length Tangent D.O.C
~ 8 CI 286.27 280.3 280.7 280.0 NEW STORMWATER PIPE & STRUCTURES 4 ' 54' 30" I 24"
2 32 8 s cl 2es.75 279.8 27x.4 ENGINEER REMOVE STORMWATER PIPE & STRUCTURES 1 398.08' 36'25'40" 452.90' 234.40' 8'2'36"
. ,,,,n
292 .6 3 JL L4 JL LL I LL PUBLIC UTILITIES
cc 10 CI 297.32 C.I. CURB INLET _t y 4 3 4 5 9 A 3 01.1982.60.11
11 cl 293.18 288.4 T.O.C. TOP OF CURB TRAFFIC ENGINEER SHEET
/ 12 CI 294.68 287.0 286.8 C-5
CONSERVATION ENGINEER
• REFERS TO TOP OF CURB FOR CURB INLETS
1

~ r-.
~ ~ I /
-

o ~ V / SEEDING NOTES ~ ~ ~ ~ /
. ~ N 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL ~ ~ N / ~
V 69~'', ~ CONDITIONS, IF AVAILABLE. H ~ ~3 f / ~ NT1R T -I C T I ~ ~ 2. RIP THEE E SITE 0 fi N H DEP H. ~ ~
Q' 2JS ~ / 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE ~
s'. 6 S REASONALBLY SMOOTH AND UNIFORM. ~ Dp j' / 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX ^
~ ~ WITH SOIL SEE BELOW* . ~ ( )
~ t`---"'' 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONALBY UNIFORM SEEDBED IS ~
PREPARED 4 TO 6 INCHES DEEP. a ~ A 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT ~ m
i' / OR CULTiPACK AFTER SEEDING. / r+
,W 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. m l / ~ 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE ~
3 N ~ PLANTING SEASON IF POSSIBLE. IF STANO SHOULD BE OVER 60X DAMAGED RE-ESTABLISHED 3 . L7 50 CO STRUCTIO ENTRANCE / ~ U
c-~ C_1 . FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. Z nr~ 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER I„-I Z
r ' rte, PERMANENT COVER IS ESTABLISHED.
r APPLY: AGRICULTURAL LIMESTONE 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) W
! ~ / ~ / / ~ + ' f FERTILIZER - 1,000 LB/ACRE - 10-10-10
i ~ SUPERPHOSPHATE 500 LB ACRE 20~ ANALYSIS - - r / /
; o ~ I d' MULCH - 2 TONS ACRE -SMALL GRAIN STRAW ~ ~ / _ / ! ANCHOR -ASPHALT EMULSION ®300 GALS/ACRE ~ ~
O i \ o V t
~ 1~I I ~ ~ ~ ~ ' 1 A i ~ t\ ~
f ~ ~ ~ ~ ~ ' rn o / ~ ~ ~
\ ; ~ , ~ f ~ , , ~ ~ I i ~ ~ r . : M ~ it SEEDING SCHEDULE f~ ~r ! ~ ~ ~r ,l
~ I ~ I ~ ? N'"` ~ SEEDING AND MULCHING SHALL BE CARRIED OUT IMMEDIATELY BEHIND CONSTRUCTION IN ACCORDANgE ~ ~ i,~ , Z WITH THE FOLLOWpIG SPEgnCAlIONS: i ~ ~J r-~
r ~ - ~ ' ~ H
v I / ,t % ~~°1 l` ~ ~ j` 1 SHOULDERS, SIDE DITCHES, SLOPES (Max. 3:1) I--I A ~ ~ 2 CON~'OUR ; r Ns , N
~ ~ ~ ~ i~ l I t r r~ 9 ~8' DATE TYPE PLANi1NG RATE W U1 4 CONI`OUR ~ 00'
1 ~ - ~ ~ l 45 JS (per t,ooo aq.~.) W Z ' ~ ~ O 3 J8' Aug 15 -Nov 1 Tall Fescue 120 lbs./acre 2.8 lbs. W
~ Q, ~ ~ ~ f ~ o n. _ ~ Nov 1 Mar 1 Tall Fescue 120 lbs./aae 2.8 lbs. W
I ~ r~ ~ { +N85'~13~ E _ _ , . t, ~ ~ N 9 21 - -T-,~- - - - ,1 / / =n; & Abruzzi R 25 lbs. aae 0.8 lbs. ~ ~ P ~ ~ / t' 1! % / i Mar 1 -Apr 15 Tall Fescue 120 Iba./acre 2.8 lbs. H ~
&9 2'~ ~0 E ` _ ~ ~ _ - - ~ _ - - ; -i-~ t- -~--r~---" - - f X59.;19 N~~', , ' Apr 15 -Jun 30 Hulled Common Bermudagrass 12 lbs./acre 0.3 lbs. O
!3~7,". ~5 i ~ 3 r , 2, p ~ I ~ ~ ' RlP IAN ~ ~ER POR RY SE MENT ASIN ~ 2~0' /,P` ~ Jul 1 -Aug 15 Tall Fescue and BO lbs./acre 1.4 lbs. 11i1 I!V ~j ~ ~~s, ***Brownt Mille# Ib . acre 0.8 lbs. ~ H
~ ~ I - r ~ 20 ! ~0 E ,1 DRA AGE A EA-1. ACRE ! r 3 r 5 . i i' ~ ~ ` oP s / L~ ,K ***a Sorghum-Sudan Hybrids 30 lbs./acre OJ lbs. ~ ,3 ~ w , ~ ;
_ j ~ ~ t ~'RI ARI N' Btj1=FER ; , C_~ BASI DEPTH 4.5~ f 20 NE TOP= 6X48 T EL~4 ~ i , w ~ i
+ ~ ( { i ~ ~ ~ ` 1~ `~tEQIl~RED SED ENT TORAG 1800 f r ~ A ~ ~ ; r r SLOPES (3; 9 TO 2:1)
~ ~ ~ ~ I T, i ~ ' 30' I ~ i RR01+lpED SEDIM S RAGE= 957 CF ~ ; i r ~ s ; ~ / (per 1,000 sq.ft.) I r ^ " ~ ~ Mar 1 - Jun i Sericea Les edezo scarified 50 lbs. acre 1.2 lbs.
r I ~ LOPES 2H~1V ' ' ~ ~ T~R~IITTENT~STR M #3j ,a / T ~ l ~ i i i v ~'W D r I ` , ' ~ , ' ,
, i ~ ~ ~ tr, VA~I ~ % cp f/ Mar 1 -Apr 15) Add Tail Fescue 60 lbs./acre 1.4 lbs. 2 ~ Mar 1 -Jun 30 Or Add Weeping Lovegrass 5 lbs./acre 0.1 lbs. / I
C, ~ t ! r~ ~ \ Mor 1 -Apr 30 Or Add Hulled Common Bermudagrass 8 lbs./acre 0.2 Iba. f } I
~ j i i ~ ~ % . r I ~ , s ~ r' f x-: ° r ~ Jun 1 -Sep 1 ***Tall Fescue and 60 lbs./acre 1.4 lbs. % _ *~"Browntop Millet 35 lbs./acre 0.8 lbs.
i ~ ~ f j ~ ~ I ~ ~ ~ f r , t ~ t ~ i 1 \ ***or Sorghum-Sudan Hybrids 30 lbs./acre 0.7 lbs.
f „ , ~ t 1 - art erica Le a za unhulled-unscarified 70 I re 1.8 lbs. ~ / Sep M S sp de ( ) bs /ac and Toll Fe~ue 50 Iba./acre 1.2 lbs.
' r - ~ r 1 r. 'f 1 _ ~ J ; ~ ~ r - ~ ~ N v 1 -Mar 1 Ad Abruzzi R 25 Ib cr 0.6 lbs. ~ { o ) d ye s./a e E..~
it : F I ~ F ~ / e / ~ , i ~ s ~ r ~ H Consult Conservation Engineer or Soil Conservation Service for additional in-
f i : ~ / 1 ! i P~ f y t I _ J ~e LIMITS OF ~ / " fJ ~ / ,O {rS formation concerning other alternatives for vegetation of denuded oreaa, The above
~ r ~ i y. } ~ ~ J ~ m 290 CONTOUR j EXISTII~G~TRE S rp W vegetation rates are those which do well under local conditions; other seeding Q / j I a / ^ rate combinations ore possible.
1 ~ 1 Nl N. ~ r_ . / , ~ ~ ***TEMPORARY -Reseed according to optimum season for desired permanent vegetation. ~ Q
. ~M M 1 ~ r ~ I ~0 ~ , I ~ ~ _ ~}RAt ~E~, f7E~t=0:8~ACRES.._ r 288 CONTOUR Do not allow tern orar cover to row over 12" in hei ht before mowin otherwise ~ / P Y 9 9 9• ~j
t ~ i FLbOgH ZARq SODS ' ~ ~ ~ / 1 ~ ' t ~ _ ---r l / ~ - BA~SiN 4.5 ; ` r i i` • - < `1-~ fescue ma be shaded out. ~ U / w... Y H ~ 4 H W
, - , ~ ~ ` : TOP=2 X40, AT EL' 4 ~ ~ ~ ~ , / t. ~ I H
~Ir..- ; ~ ~ ~ ~ ~ ~ .S~DiM ~ ST AGE=1575 CF` REQWJR~D a ~ , T, _ 1, v ~ ~ ~ ~ ~ ~ ~ . , ~ - ~ '~~wRO ~ N ,OR E=~93 CF ~ ~ ~ VIDE ~ - F-t 6 t~ 3' , ti ~ H i~.. 43 W N
` ~ / f~(PQRI~R ~ ©IM~NT A IN 3.' _ . ~ S-,2kI:1V J6 ~ ~ ~~yy ~
~ ~ ' ~ ~ DRAINA AREA`3.i AC S ~ T I ~ _ ; ' BA N D P~'H ~.5' 3 0 / r~ di
~ , ~ / ~ C 1 ' b ~ , ~ ~ t ~ r ~ ~ !TOPa Xt;8 • AA'f ~ 4 28b.00 ` ~ ~ j •0 ~ ~ o W F+--i
276 CONTOk'1R ~ ` _ ~ ~ EQUI Ep S~D~M~ STO~A~ = 8 CF ~ ` . - ~ ~ , , + ~ ~ Q M' a
~D~ta' ~ ~ '~PROVI EO ~EDiM1N~ 9T~t~G~56~ ~ ~ ~ ~ ~ - 278 CONTOUR `SL~P~S 'VV~ A tt~ a ~ ry Q
~ ~ l I ` ti ~ I ~ ~1cr~ ' ~ 280 CONTOUR ?s~"~ J . i ti ~ ry ~ ' ry ~
- i - 11 \ ,,:~qh' f ~ o L3
` - TEMPORIkRY:RIPr RAP;'DISSI T,ORI 282 CONTOUR , ~ ~ U ~ ~ - r- a !Cli4S~` 1l RI :'yf~AR ~ ~ o - - ~ ~ry W
F , ~ 7> ~ ~ , ~ ~ _ _ ; VERAt}`E $ NE ~2 ~ ~ - x, r ~ ~
i , 1 THIC NE S~30 j ~ , ~ , ~ _ ~ ~ i ~ ~ j APR0~1 ~N x'40' E - ~ CONSTRUCTION SEQUENCE Q
! n~, ~ t n l ~ ~_~e_.~ ~ i i :--i ~ ~ ; ~ ~ / 1. Obtain grad ng perm t.
i ~ ~ `~72~ ~~2'~, -Y ~ , ~t ~ . / ~a 1 1 ~ i l A ~.0. I v Q ~ / ~ ,ry /h 2. Remove existin road from station 3+50 to station t4+55,
~ ~ 9 W i •ry ~
~ ~ ~ ~ _ ==--r- - W ~ - f S88 ~4 2$ ~ . 4 - Q h °j ~ f ry `O 3. Install gravel construction entrance, temporary diversions, silt fencing, sediment basins
I ~ ~ » 24'0.30, , L 5 _ j ~ ~ + S8 ~ 49 45 IM,, ~ _ _ _ 182.57 a _ ~ - 8 , ~ or other measures as shown on the a roved Ian. Clear onl as necessar to install PP P Y Y
, e i 2 ~ 3.6~ ~ these devices. 3 w
t~ ~ . r ~ 1 ~ , 5 w
~ ~ i ~ ~ i r n~ _ ~ ~ ~ l ~ - _ i ( ~ u ~ , ~ f ~ 4. Call Environmental Inspector and obtain Certificate of Compliance. ~ x
~ i 6 ~ ~ ~ .t ~ , ~ ~ Mi ~ l / / 5. Be in clearin and rubbin . Maintain devices as needed, per specifications. Rough ~
~ i n ~ ~ , 1 / (ti7 } , 9 9 9 9 za grade site. Begin construction of new stream channel alignment (5a). o ~
4 ~ S _ _ ~ ~ ~ . ~ ---v.. 1 ~ `,--r---.; - - , ` 1, t t ~ ~ ~ ~ _ ~ i ; ' a ~ -o
_E _ 9.78 ' ~ _ ~ , , • ~ 5a. Construction se uence of new stream channel all nment: ~
r ; , , - : ; s ; 1 , f - : _ ~ I C' _ _ a) Begin construction of stream channel from west to east. Do not allow water flow o ~
~ ; x -i ~ ~ ~ ` ~ ~ TEI~dPORAR't' RIP RAP ~ERd~ ~ ~ 1 into or throw h new all nment. 1 i 9 9 3 i
, ~cortSTRUC~oN . ~ , SE RIP RAP', FOR PERMA~JENT ~ _ ' , ~ ` C-t i'' ENTRANCE ! RIP RAP DISSIPATERS. - ~ , ' r CL`E~RING MIT - = ` / b) Place filter fabric and rip rap per detail. -1 cv
~ 1 ~ ~ ~ a\ r ' ~ ~ ~ ~ RIP RAP WILL EXTENDiTO 4 ~ ~ ~ ~ c Make connections to streams from west to east, installn filter fabric and ri ra
~ ~ ~ OF 72; CMP ~IEIGHT ( ` ~ r ~ ~ ~ 1 ti ~ ~ ~ er detoil at connections. ° N
t 4 . i ~ ~ ~ \ d) Remove silt fence and divert water to new channel alignment and fill in existing o ~ channel er s eci0cations.
~ ~ I ` \ I r 1 ~ ~ ~ y _ - r 4 ~ I ~ I _ 09w ~
T STR 2 / ~ ~ ~ , , IP~TE~TTEN EAM # ~ ~ .,'a, ~ - .--r 6, Install two 72" CMP 72" CMP 1 and 72" CMP 2 tern orar channel b ass ri ra
I ~ 1~ ; ~ _ ~ ~ ~ I ~ / ~ , ; NEW`~,STREA CHANNE~.ALIGNMENT r` i ~ s ~ C ~ _ , r y ~ i disslpator, and berm.
; ~ ~ ~ ~ r- ~ r ! ~ I hereby certify that i am
~ ~ ~ ~ 'v ~ ~ ! C ~ ~ ~ / ' RIP,~IAN BUFEEf~ ,r` _e_~~ _ . ~ ~ . ~ , l ~ ~ _ ~ ~ ti ` ~ 7. Install headwall/tailwall structure and CMP pipe #3. a civil engineer, registered ~,)r
30' ~ ~ ` . ' ~ 1 ~ ~ ~ `20' ZONE 2 r / i..~. : -_-u_, ~ PA~IAN BUFFER , -r ~ ! \ in the State of North
r 3 ~ 5. i ` , ` I ZONE 1 _ ~ ~ ~ ~ I ( ~ / ` f' ~ 1 ~ 8. Move 72 CMP#2 to headwall structure. Carolina, and that this ? plat is in all respects
3 ~ 1 ~ i INTERMITTENT STR ~ AM 1 ~ ~ - ~ . correct and was prepared ~ - ~ 9. Move 72 CMP 1 to culvert structure. At all times a minimum of two 72 CMPs shall by me or under my
~ ~ ~e. ~ 1 ~ ~ ~ be operational. direction.
: ~ ~ ~ ~ j ~ ~ O ~ ~ ~ ' ~ ~ - ~
~ e ~ ~ : , d ~ . . / \ `O 10. Be in backfill around culvert structure. ~ g III
~ ~ ~ 4 . ~ 1 _ ~ .M ~ ~ ~ ~ N .M~ ~ X11111 Iqb~ ~ ry CAR ~~i~
f ~ ~ ;ti ~ E ry , 11. Install storm sewer and protect inlets with silt fencing, sediment traps or other 4~ 0 ~i, ~ ! ~
- ~ , ,j / i I i 1 ( approved measures as shown on the plan/detoil. Provide rip rap disslpator (see sheet ~ ~ ~ / J „
~,C7 ~ ~ ~ ~ ° , / . ~ ; ~ ~ i f ~ ~ t ~ ~ ~ ~ ~ ~ '~l 1 C-5 in sediment basin 3 for dischar a of 24 RCP storm sewer. Be In construction of # 9 9 pavement, etc..
~a ~ 1 / ~ ~ I / i / I .3/ 6 ~
12. Silt fence and diversion ditches within new road all nment are to remain in lace 9 P .,F ~11~ ~
~ UTILITY INSTALLATIONS AND OTHER PUBLIC durin construction to the maximum extent ossible. Silt fence and Diversion Ditches are ~i~ 9 P ii'~9 ~
FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ~i~ R D K ~e1 to be removed only when construction Is required In the area. p~~l f,~ti~~y~~ Illtl ~
° DISTURBED AREA RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
2.95 ACRES AS SPECIFIED BY CITY CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH _ LEGEND 13. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch DATE scALE 1/16/02 1"=50~
si 1 INTERMITTENT STREAM 1 DISTURBANCE AND SHALL BE SO INSTALLED UNLESS A CHANGE Q: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH linings, etc. DRAWN BY CIiECKED BY
SF $F TEMPORARY SILT FENCE c_~ 10 939 SF ZONE 1 IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC CIT' CITY OF RALEIGH AND NCDOT STANDARDS, SPECIFICATION, DCR edk
4 720 SF ZONE 2 SANITARY SEWER EASEMENTS ARE TO BE RECORDED ANL 8 PRIOR TO FINAL ACCEPTANCE. AND DETAILS, 14. When construction is complete and all areas are stabilized completely, call for inspection by Environmental Inspector. REVISIONS
Tp-Tp TREE PROTECTION FENCE C_~ LINEAR FEET OF STREAM = 185 SIGNATURE:
8 T TTE T STREAM 2 DISTURBANCE 15. If site is approved, remove temporary diversions, silt fencing, sediment basins, etc.,
TEMPORARY CHECK DAM C_' IN ERMI N v LINEAR FEET OF STREAM = 100 and seed out or pave any remaining bare areas. All remaining permanent erosion control
ENGINEER devices (such as velocity dissipators and level spreaders) should be installed at this time.
ARY DIVERSION DITCH 4
Y Nl<y IN I tKMI I I tN I J I KtAM J UIJ I UKt5ANL t PUBLIC UTILITIES 16. When vegetation has become established, call for final site inspection by Environmental PROJECT NUMBER
L, LINEAR FEET OF STREAM = 118 c~ TRAFFIC ENGINEER Inspector. 01.1982.60.11
SHEET
CONSERVATION ENGINEER 17. Obtain a Certificate of Completion.

TOP OF CURB APPROVED METHOD FOR EXTENSION OF VALVE BOX NOTES: 2'x2'xfi" CONCRETE "
6" SLOPE SHAH BEGIN FROM CITY OF RALEIGH 11"-9 1/2" PAD REQUIRED ON is ~ 7 3/4"-8 3/4" ALL VALVES. , _ ~ ° a"`" xd .
'..-0 •e 12 3/4" 5' TO 70' FEET FROM C,B. 7" " AS DIRECTED " J„..- (SEE NOTE) SIDEWALK ACCESS RAMPS 7 i/2" -7 1/6"
• GENERAL NOTES .a: 12° TER - - 2'
~L 2-2 G.I. PIPE NOTES: 1. NORTH CAROLINA GENERAL STATUTE 136-44,14 REQUIRES THAT ALL FINISHED RADE ~ v ~ • 4 ~ .
i- THE SLOPE OF THE GUTTER TO STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE - © TO THE CATCHBASIN ON THE UPHILL PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTIONS OF UTILITIES OR 6" ~ H ~ 6 3/4"-6 6/B" COVER `.•4 I
SIDE SHALL BEGIN 10' FROM THE ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL PROVIDE SIDEWALK CATCHBASIN. THE SLOPE OF 7HE GUTTER ACCESS RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE 2' _ H ~
6" CONCRETE HEADER TO THE CATCHBASIN ON THE DOWNHILL BOTH CURB AND GUTTER AND SIDEWALKS ARE PROVIDED AND AT OTHER POINTS SIDE, SHALL BEGIN 5' FROM THE CATCH OF PEDESTRIANS FLOW. 5/16"-7 3 8 I ~ r / ~ ~ METALLIC LOCATOR TAPE ^
BASIN IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT 6' 2'-0° 2- CAST IRON MANHOLE STEPS SHALL BE REQUIRES PROVISION OF DEPRESSED CURBS ON ANY CURB CONSTRUCTED AFTER FINAL BACKFILL SHALL BE INSTALLED FOR " T ~ ~ ~ ALL PVC WATER MAINS 18" 4 -3 1 2 ~...1
t/2" R INSTALLED IN ALL CATCHBASINS OVER JULY 1, 1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR 5" 4' IN DEPTH. DEPTH SHALL BE MEASURED, A FUTURE DATE. BELOW FINISHED GRADE. 3/6"-7/16" ~ L•i••I
- FROM THE TOP OF GUTTER TO THE THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS ~ ~ INVERT OF THE CATCHBASIN. WITH DISABILITIES COMPREHENSIVE CML RIGHTS PROTECTION SIMILAR TO THOSE STANDARD VALVE BOX 3/4"-4 5/B" , ~
3- DEPTH MEASURED FROM THE TOP OF BRICK PROVDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND •d0 ' < t/a" R RELIGON UNDER THE THE CIVIL RIGHTS ACT OF 1964, THE ADOPTED SIDEWALK 6" .-•.a 3" R 12" t5" WORK TO INVERT OF EFFLUENT LINE. ACCESS RAMPS HAVE BEEN DESIGNED TO COMPLY WITH TITLE III OF THE ADA, TOP SECTION ' ~
f THAT BECAME EFFECTIVE ON JANUARY 26, 1992 ANO AS AMENDED, - PAVEMENT PAVEMENT ~F~ ~
THE ADA REQUIREMENTS FOR DETECTABLE WARNINGS WERE SUSPENDED EFFECTIVf a a., ' " ° v ; . MAY 12, 1994. V . ,
n '•'a ' ° ~ m' • • Y ' ~ ''.o . 2, SIDEWALK ACCESS RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE g' .r d .r.° J.~ . _ - USE: : " ~ H UNDISTURBED SOIL Z
a., ~ '0'1 e'a a ? ra ~ ~ 'D ! t < a PLANS OR AS DIRECTED BY 7HE ENGINEER. SIDEWALK ACCESS RAMPS SHALL BE ' : - ~ ~ ~ ° 1 2" D LOCATED AS INDICATED IN THE DETAIL HOWEVER, THE LOCATIGV MAY BE ADJUSTED 5" HEAVY WEIGHT : e I--i INITIAL BACKFILL - CAST IRON SOIL ~
? ! ' • P 2'' D / Y TH GINE R X I T POLES FIRE HYDRANTS . a ~ f. ° ~ AS DIRECTED B E EN ER WHE E E ISTNG LIGH ' : " y.. • , ~ DROP INLETS, ETC, AFFECT PLACEMENT. AT ALL LOCATIONS, NOT LESS THAN 2 FEET xi PIPE FOR EXTENSIONS ~ _ ~
• a ; ' _ OF FULL HEIGHT CURB SHALL BE PLACED BETWEEN DOUBLE RAMPS. 2'-6" ~ a . • ~ VALVE - owe W BOX - z a ~
CU81C YARDS PER FT=0.0585 DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLlC 6 T w° - - - x 3 Ir 7 S ONE (SEE NOTE 5) _ o m SPRING INE ~ mho ~ ~ - z
SECTION A-A I " 6'-4" + STREET INTERSECTIONS WHERE SIDEWALK IS REQUIRED. WHEN SIDEWALK IS NOT CLASS B CONC. I ~..-1 1/2 1" REQUIRED, CURB 4S TO BE DEPRESSED AT ALL RAMP LOCATIONS AS SHOWN I - - ~ W ~ a _ JZZ
A CLASS "C" CONC. ON SHEET Of `---15""~ " ~ 3. THE WALKING SURFACE SHALL BE SLIP RESISTANT. COLORS FOR THE RAMP HAUNCHING PIPE GRADE _ j V
O SHALL BE DARK CHARCOAL GRAY FOR CONTRAST WITH LIGHT PATHWAY COLORS 1/8"MAX. 3 NO 3 REBARS 8' LONG 3" AND LIGHT CONCRETE GRAY FDR CONTRAST WITH DARK PATHWAY COLORS AND ~ - ~ A
SHALL BE AN INTEGRAL PART OF THE CONSTRUCTION MATERIAL. IRON OXIDE 5" 6" 6" 6" 6' ~ 2 1/2"-? ~~~j~ PIGMENT SHALL BE USED AT THE RATE OF 25 LBS. OF PIGMENT PER CU. 4" BEDDING - _ - o
6 " I1" 9 YARD OF CONCRETE, ° Q O .•.a9 2 -i 1 2 WORK WELL UNDER BOTTOM - - _ - = - _ - -
~ I 4, NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED i"/1' (12:1) IN -x-21 1 4`~?I / RELAl10NSHIP TO THE GRADE OF THE STREET, - - ` OF PIPE 6° - - - - r'} O.D. OF PIPE 6" M INIMUM SIDE CLEARANCE ~ k - - V
1" 2" 4d _ 1" 12" O.D. OF PIPE 12° MAXIMUM SIDE CLEARANCE -
I'~ S. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS 2" G,I. PIPE 22" LONG THAN 40" (3'-4") HOWEVER, RAMP MAY EXCEED 40". -a? STAB-IN SOIL L--i A PIPE CASKET W XUVN VALVE N
ON 3' SLOPE -18" BELOW 6. USE CLASS A (300D PSI) CONCRETE WITH A SIDEWALK FINISH IN ORDER TO TOP OF C.B. OBTAIN A ROUGH NONSKID SURFACE. W ~ 5° r , Z
A STANDARD C.B. STEP 5 1/2"-5 5/6" - r W
7. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE SIDEWALK NQTES• W MAIN {S~ W
BETWEEN JOINTS ACCESS RAMP JOINS THE CURB AND AS SHOWN ON THE STANDARD DRAWING. 8" 2'-6"MIN. 8° - - - H i. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE "'•:-::::>~::=:_::;:~:~=;•;_:tt~::-•.:-:~~;::=°=::~:~=t:-~;;:=;:•••::;:•=:::t=~~' T~
NOTES: s WHEN A DRIVEWAY IS TD BE CONSTRUCTED WHERE CURB AND GUTTER EXISTS: THE CURB MAY BE REMOVED, AFTER TAKEN FROM THE INSIDE FACE Of THE SHORING AND THE BRACING. - = - - - - = - V - - - 0
SAWING WITH A CONCRETE SAW TO A MINIMUM DEPTHS OF 1 i/2" IN THE GUTTER AT THE END OF THE 3° RADIUS -1 AS PER THE STANDARD CURB & GUTTER SECTION: AND SAVED PERPENDICULAR TO THE CURB AT THE ENDS OF THE RADII. - - !I(I III! F~ 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. STANDARD VALVE BOX - - 1~ i ~
PROVIDED THE GUTTER IS IN GOOD CONDITION, AND CUTTING THE CURB IN SUCH A MANNER IS PERMITTED BY THE KFiLL MATERIAL SHALL BE SUITABLE NATIVE M BOTTOM SECTION ~ Cd 3. ALL BAC ATERIAL. TAMPED BACKFLL I ^ ~
INSPECTOR DF PUBLIC WORKS. TYPE A WHERE THE SAWED JOINT WILL LEAVE A SECTION OF CURB & GUTTER LESS THAN FIVE (5') LINEAR FEET -E- PIPE OUTLET TO FLAT AREA lMl)i NO DEFINED CHANNEL 4. BACKFILL SHALL BE TAMPED IN fi" LAYERS IN TRAFFIC AREAS, 12" IN
THE ENTIRE SECTION OF CURB MUST BE REMOVED TO THE NEAREST JOINT. - NON-TRAFFIC AREAS.
CONCRETE FOR CURB AND GUTTER 1/2D CLASS "C" CONC. SHALL CONTAIN NOT MORE THAN J 7 5. TD BE USED wITH PVC AND ABS.
_L ~ ° CLASS "B" CONC. 6.6 GALLONS OF WATER PER BAG • _ ~ A A 6 7/6"-6" 1 O 7 5/B"-B 1/2'
NOT LESS 1.5 B.B.I.S PER CUBIC YARD. c 6" ~ ~ ~ ° d FORM MUST BE ACCEPTABLE TO - E _ a ~ o t0 1/4" - 11'
ENGINEER. ~ W TYPICAL TRENCH BOTTOM DIMENSIONS AND BACKFILLING REQUIREMENTS FOR VALVE BOX INSTALLATION AND EXTENSION DETAIL
2 3 $ ABS COMPOSITE, C900-PVC, AND PVC GRAVITY PIPE -t
-1 STANDARD CURB AND GUTTER SECTION PLAN NOTES: STANDARD 5 O.M. CURB INLET (1) d - 1.5 TIMES THE MAXIMUM STONE MUM STONE
Lo DIAMETER BUT NOT LESS THAN 6 4'-3" - 5'-3" INCHES. i THAN 6 ~,~I SfDEWALK ACCESS RAMP A SEE NOTE ~3 ON I~~I ~4
(2) d t' ABOVE MAXIMUM TAILWATER OR TOP OF CHANNEL BANK (WFIICH- PROPERTY I-'Lj A TAILWATER LINE Z/2" EXPANSION JOfNT 3'a' MIN. SHEET 4 of 4 ANK (WHICH-
EVER IS LESS), MINIMUM 24" HORIZONTAL CLEARANCE FROM ANY OBJECT, HI
SIDE ELEVATION FOR SIZE OF J B F~nNC -SEE NaTE (3) La =LENGTH OF RIPRAP APRON. o APRON. o \ , O
(4) W=do + La N `a a 5' St DEWALK F+i
" ~ SECTION A-A 1 ~~J//'~" TREAD SURFACE ~ o ~j FIRE HYDRANT, PUMPER NOZZLE TO BE N ~n PERPENDICULAR TO STREET. V 1
FINISHED GRADE ~ 1" ~ i" x Q
AF STONE DIA> 8", PRONDE GEOTEx7p.E UNDERLWER OR ~ ~ 3 4" HOLES FOR HANDLES A 4" (MIN.) ,{67 WASHED STONE BEDDING MATERIAL A / t5^ nnQ ~ D .o• M cRass srRiP p ~'-'•"I W
/ - NOTES: FOOTING SIZE - SEE DETAIL 1E U N
PIPE SIZE YADTH DEPTH DEPTH H W H ° °Fa ? ? e ` ° 15.33' ? ? ? ? a ? a ?
1" 15' - 24' B" 12" 24" ? e ? a ? ? a ? a ? a ~ ? a ° ° a ? a
TYPE B 36' - 5a' tfi" 36" FlNAL BACKFILL PIPE OUTLET TO WELL- DEFINED CHANNEL ~e" FLANGE MUST BE ABOVE GRADE. A E..I
• PLAN OF COVER e CURB & DEPRESSED CURB O INSIDE PEDESTRAIN W h+i GUTTER CRDSSWALK LINE O O PEDESTRIAN CROSSWALK
6° SCALE 1 1/2" = i' 6" o I---I ~ o~ L 10 MINIMUM MAX 6" SIDEWALK p„i .:r
" ~ UNDISTURBED SOIL ~-Z 1" 1 r~ 3" 8 ~0O Q ~ d : PAVEMENT I-~ F~•1
_ o ~ o • • 1 F-I I-LI r'~--~~ - - ~ ~ SIDEWALK ACCESS RAMP
2'-1° 2'-7" 1'-10 1 2" 2'-4 1 2" , ~ B ' e ° ~ B 0 • 6" GATE vALVE Q VALVE BOX H
4'-3° 5"-3' CHANNEL BOTiCY 2'-0" v 3'-6" MIN. CONC. THRUST ~ 1
SECTION A-A COMPACTED BACKFILL BLOCK W (TAMPED IN 6" LIFT5)
0 : , 3 INITIAL BACKFILL 21 1 4" 04 0
1 1/2" 7 1 1 1/4" PLAN HEW 4° 5° 4" 6" 5° 2" W
15' ~ 6" MIN. BRANCH PIPE d5'(UNLESS OTHERWISE SPECIFlED) DEPRESSED CURB ~ MAIN
SECTION 8 - 8 - i/2" EXPANSION JOINT sru1DMD 2' s'
SCALE t 1/2` = 1' S" 6" ;p67 STONE r r ~ r ~r r r Y.1~ ~ a1R6 a g1T1ER 4" 12:1 MApyOy SLOPE 1'-0 T
WHEN ROCK IS 6" O,D, OF PIPE 6" MINIMUM SIDE CLEARANCE 4 1/2 ROUND TOP VIEW ENCOUNTERED 3/4" BRIDLE ROD MAY BE ~ T COUPLED ONE TIME
2 i/2" 12" O.D. OF PIPE 12" MAXIMUM SIDE CLEARANCE 3/8" CONC. SETTING SLAB slDEwnLK gccESS RIdW ~ ~ e 3 1'-3"xt'-3"x4" THICK 7 CU.FT. CRUSHED STONE MIN. CONC. FOOTING, INSTALL W
II WHEN USING PVC PIPE. W CONC. THRUST BLOCKING UNDISTURBED SOIL SECTION "A-A" D:
® 3 4" 1 1 /2° 12 1 2" 1 1 /4" SECTION a-e FOR AIL PUBLIC STREET ilE-INS =
2" 4 1 2" 2" IF STONE DIA.> 8", PR0V10E CEOTEXTILE UNDERLINER CR O ~
DETAIL OF HANDLE a" (MIN.) y57 WASHED STONE BmDING MATERIAL NQTES; i2" SLOPE 12: iMAX (5'-4° MIN.) DEPRESSED CURB a ~
SCALE 3`=1' NOTES: ~ FIRE HYDRANT- SHALL BE: MUELLER SUPER CENTURIAN 200, AMERICAN DARLING MARK 73, ~ ~ THE KENNEDY GUARDIAN OR WATEROUS TRENDS 100. ~ sT,wogeD z' s'
1 1/2" i 1/2" ~ _1 i, TRENCHES REQUIRING SHORNG AND BRACING, DIMENSIONS SHALL BE TAKEN "j ~ 4 1/2 BRANCH PIPE- SHALL BE DUCTILE IRON AWWA C150-76 OR CLASS 200 PVC AWWA C900-89 cuRB & OUTIER w _ 6" GATE VALVE -SHALL BE AWWA C500-86 OPEN LEFT, 4" 5' SIDEWALK ExPnrmoH daHT o U
FROM THE INSIDE fA(~ OF THE SHORING AND BRAGNG. 3/4" CONCRETE- SHALL ALL BE 3000 PSI MINIMUM AND TRANSIT MIXED FORS PVC PIPE BEDDING I SHALL CONFORM TO STANDARD DETAIL U-4, ~ ~OEwq~
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL 2 t/4" 21 1 /4" STEEL RODS AND BOLTS- ONCE INSTALLED AND TIGHT, SHALL BE COATED WITH TWO COATS OF ACS RgMp o' ' NO BITUMINOUS BASE PAINT. EspAHSa1 ~oiHr
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 3/4" 3 4" FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITIONS AS DETECTED BY THE d- "NAKED" EYE. SECTION "B-B" ~
12" SIDE ELEVATION 4, BACKFILL SHALL BE TAMPED IN 6" LAYERS iN TRAFFIC AREAS, 12" IN NON-TRAFFIC AREAS. 9 3/4"
FOR RAMPS AT ASPHALT TO ASPHALT STREET TYPE DRIVEWAYS OR PRIVATE STREET TIE IN.
9 13 -t STANDARD FIRE HYDRANT INSTALLATION DETAIL SIDEWALK ACCESS RAMPS TYPICAL LOCATION
I~ 5 4 END ELEVATION
TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS TA ATCH BASIN CASTINGS FOR DUCTILE IRON VITRIFIED CLAY & REINFORCED CONCRETE PIPE. S NDARD C I hereby certify that i am
a~ a civil engineer, registered
PRCPERtt LINE in the State of North Carolina, and that this
plat is in ail respects
correct and was prepared by me or under my
direction.
C: CAST IRON OR BRONZE CLEAN FMISHED GRADE OUT PLUG 45' PVC SADDLE
LT P,VC. TO D.1. PIPE ADAPTER - j USE 'FERNCO COUPLING 445-40T
p; OR APPROVED EQUAL TO SEAL I- CURB - A PIPE CROWN ~~plllllllp///~ DAR
PAVEMENT ~ /ie OQ` ~ ,
r._ r
~ THE FULL LENGTH OF THE SERVICE DITCH SHALL BE r 9 ~
4" D.I. OR COMPACTED IN 6" DFTS WTTH MECHANICAL TAMP. 1 PIECE OF PIPE P C PIPE C~ ALL TAPS WILL BE MADE USING MECHANICAL V STAINLESS
/ TAPPING MACHINE. FOR PVC INSTAlLAl10NS, 5' TO 6' STEEL rk SADDLE AND BEND MUST BE BEDDED IN X67 STONE. CLAMPS
BEDDING AND HAULING MUST COMPLY WTH j REQUIREMENTS OF STANDARD DETAIL 8/C-10. ~//ii D. K /4 1~~~ JJJ It Inl ti
Cti~ MIN. GRADE 1 % DATE SCALE
~ •.r. t. ' x7ENSI0N PIPE CROWN 0 E BACKFILL UNDER PVC SADDLE, ~ 8"X8"X6` TEE g' pVC WTH PERMANENT 45 45' ADAPTER AND CAST IRON BEND IWTH " PLUG CAP X67 STONE AS SHOWN ON 8/C-1D 1/16/02 NTS
O DRAWN BY CHECKED BY
~ SADDLE DCR edk
V NEW REVISIONS
N MAIN BARREL OF PIPE TO REST ON COMBINATION LONG NRN PATTERN CL PIPE SPRINGLINE ~ 45' ELBOW UNDISTURBED SOIL Y AND t/6" BEND
~
NOTES: T T L~f THE FULL LENGTH OF HE SERVCE Df CH CL
BE COMPACTED IN 6" LAYERS WITH MECHANICAL TAMP, ~
4 L 8" 10" OR 12" TAPPING SADDLE OR IN-LINE WYE SADDLE INSTALLATION LIMITS
01.1rKtNtt;l 982~60.II
11 12 -1 TYPICAL SANITARY SEWER LATERAL CONNECTION -1 LATERAL SADDLE INSTALLATION DETAIL FOR PVC PIPE SHEET
C-12

` I ~ I SEE C. OF R. STANDARD U-45 I ` l FOR MANHOLE FRAME AND COVER ` V NOTES: I `I ~ I
II I HOLE FRAME AND COVER I III ~ MAN ID COVER NOTES: 1. CONTRACTOR TO DEWATER THE AREA AND REMOVE ORGANIC SOILS, MINIMUM
I I 1. CONCRETE SHALL BE 2500 PSI. ~ ~ I I I I ~ 2. CONCRETE SHALL NOT CONTACT DEPTH OF 12 INCHES. ~ ~
I BOLTS OR ENDS OF MECHANICAL I 2'-0" ~ I ~ I I o 'e JOINT FITTINGS. z ~j ~ 2. WASHED 57 STONE SHALL COVER ALL SECTIONS OF PIPE A MINIMUM OF 12 H ~ # F--I ~
3. TRENCHES SHALL CONFORM TO - 1 7/8 STANDARD DETAIL U-3 & U-4 a ' INCHES. NONWOVEN FILTER FABRIC TO COVER ALL STONE. I
w;'-; ;a 4, SEE STANDARD THRUST BLOCK 1o COVER 120 I _ - TABLES, U-12-U-14, FOR AREA OF COVER 120 lbs. MINIMUM _ ~y ~ 3. ALL BURIED ENOS OF PIPE ARE TO BE CAPPED. PROVIDE TEN 3/8" ~ I ~
~ N Q NEW MANHOLES USE AN APPROVED BITUMINOUS 1 CONCRETE REQUIRED. 5. ALL BENDS AND INTERSECTIONS SHALL HAVE BASE SEALANT THAT SHALL BE APPLIED TO DIAMETER HOLES IN ALL END CAPS. ~
CONCRETE THRUST BLOCKING THE TOP OF THE CONE. SECTION TO PROwDE 1/4 - A WATER TIGHT SEAL. 5/8 01 4. 8"0 PIPE TO HAVE AASHTO CLASS 1 PERFORATION. PROVIDE 3 ADDITIONAL '~1
' ~ MANHOLE CONE AND BARREL nn QJ 3/8"0 HOLES AT EACH PERFORATION. W v
TEE INTERSECTION •a NEC.DONT, STANDARDA840.6J -
5, CONTRACTOR SHALL FIELD LOCATE IMPERMEABLE SOIL LAYER AND INSTALL ' ~ WASH 57 STONE TO THAT LAYER. ~ CO
4'TO 6'DlA AS REQ'D ~ ~ # r`
I SEE PART II, D,5 ECCENTRIC M.H. CONE MAY II ~ "0" RING SEAL BE USED ON 8" AND 4 l ~ m c~ - 10" SEWER MAINS 6. CONTRACTOR SHALL GET APPROVAL FROM ENGINEER PRIOR TO THE T ~ ~ V I T,9 INSTALLATION OF THE DRAINAGE DETAIL. V
f ` < OR RAM NECK ` I 4^ .I ~ ~ U I I~ I I ~ ~ ~ , ~ z
I I I I ~I I I~ I ~ v~ o RUBBER BOOT 26 3/4 11 I ~ - ~ ROAD ~"i CL ~ "
JJ ~ ' ~ x WE`D W
i f I V •
/ I ' LATERAL INVERT SHALL , f . . s•: ~ ~ I ~ NOT BE LOWER THAN •
'`'i-"~' I ~ I MAIN SPRINGLIKE. ..i .y ~ '~••t l~~.w •''I' I
U1 A
i ~ n ^ ^ . WHEN MANHOLE TOPS ARE IN - I EXCESS OF 3' ABOVE GRADE
•'i~"• OUTSIDE STEPS MUST 8E PROVIDED. 2 7/8 `,r - - ~ SEE STANDARD, U-49, FOR 1 O COMPACTED FILL
.>.i~,r SECTION A-A B' STEP DETAIL THRUST BLOCK AREA ' ENDCAP (TYP) ~
/ ~ a'
~ ~ Qi i ~ 8"0 ADS N-12 PERFORATED ~ / ~..1 A
SEE SEWER DESIGN, SEC. D, ~------28 1/4" 4" DRAINAGE PIPE. 15' BRANCH % \ / 12"0 ADS N-12 DRAINAGE PIPE / / fj ~j ~ ~j /
45° BEND PARAGRAPH 5. 26 3/4" EACH DIRECTION (TYP) ~ ~ ~ F~-I ~ i/4" " ~ \ X 12 MIN W
•~ae' FRAME 182 Tbs. 90° BEND ~ d a ~i.. W w
FES INN y W 71 2" OUT=283.5 H a
MIN. 6" COMPACTED X67 STONE 1 A A BASE TO BE INSTALLED 24"---'_ / H I" 12" MIN TT
STANDARD THRUST BLOCKING VIEWS UNDER NEw MANHOLE. -t L.J IIII Iii( ~
IN NON-TRAFFIC AREAS, 70P OF REACTION BEARING AREAS FOR FRAME AND covER SHALL BE W ~ i"
INSTALLED A MIN. OF 1' ABOVE 1" 28" I MEASUREMENTS IN INCHES Its' (Trn)
HORIZONTAL WAT€ R PIPE BENDS FINISHED GROUND SURFACE. :o INV=284.0
33" 3" 12" MIN NONWOVEN FILTER FABRIC
BASED ON TEST PRESSURE OF 200 P.S.I. (ALL AREA IN SQUARE FEET) _4 -•a. LAGSHIELDS ONLY MAY BE USED MIRAfI 160N OR EQUIVALENT 5/8"X3" LAGSHIELD IN HOLE GRILLED ~i7 WASHED STONE EXISTING GRADE
e IN ROADWAY APPLICATIONS INTO CONE OR RING WITH ANCHOR ALL AROUND PIPES SUNK TO DESIGN DEPTH, AND NEW RIP RAP FIELD VERIFY DEPTH
5/B"X3" HOT DIPPED GALVANIZED DISSIPATOR (SEE NOTES)
~ ~ QO 6 LAG BOLT AND WASHER. 9
~ ~ 4 ~ ~ o: 4 STANDARD MANHOLE FRAME ANI ~ ~ a o. w ~ Q 4 STANDARD PRECAST SANITARY SEWER MANHOLE E FRAME AND COVER -t DRAINAGE DETAIL
BLIND FLANGE y
'~0 J~ ~ ~ OP " Q 0 Q F Q- F v ~ ~1 SEE STD. # 838,45 FOR GENERAL NOTES. 0 ,Z¢ U' V 00 00 0~ ~ v0 ~ ~0 00 00 v0 " ~0 Q 0 0 v0 Pv0 ~0 ~ ~ G `0 ~ vQ ~P ~0 iQ 0 31'-D" THREE PIPES 1 iNERAL NOTES, ~y ~ i _ W F--1
P ~ ~~G ~0 ~ 0 O SO 0 ~G -V~ 0, 00 0, 00 V~ V ~ 00 10 10" FLANGED COUPLING ADAPTER PIPE DIA. + 2' 0"
`3 P OJ ~ O F 00 F ~ ~ Q- Pa 0 O J~ 0 OG 0, iv 2-V1 ®1'-6" N -2-G2 OR G3 2-.,G" 2„ 2" ~ti OF 4 P ~0 y ti Off' r7~` 0 0 ~ ~ ~ ~ p ~ Q- ~ STR. FACE ;.T 2" FILL FACE 2 4 4" n 'ILL FACE 2 W
2-81 2-V1 0 9" FILL FACE 6" m FILL FACE ° - CORE DRILL & GROUT, SEE ~ 1 ~y - ~ -1 W
11 1 4' 1108 1 1 1 1 1 1 2 1 V1 ® 9" "V"® 1'-6" FINISHED
z2 1 2' z2 7 i 2 2 1 1 t 3 t 1-V1 STR. FACE _ SEE ®WIN WALL „V" ~ 9„ ~ ~ DETAIL m / ~ 2-B2 I N1 ®9"PIPE NOT GRADE !OT - = D.f. PIPE SECTION
I r~ SHOWN I „ " "H ~ - = T TER c INVERT SHALL BE t-i Z - - = I ~ III I I=I I ~ PIPE MAY NO EN o o ~ ~ W T4 -III-III I ~ - - - HOLE CONE 1 2 THE WIDTH &
M o , r ~ m ' V1 ~ 1'-6 8„ 1-6 I _I ~ _ I '1`~ ~ 3" OlA. DRAINS ®WING WAL ~ 1 - - I=I -I I r THROUGH MAN w I / I I I.I I I-III-III • . - ~ o_ a ~ HEIGHT OF TN E F-~ ~I !!~~--~~II T JOINT I-~1 ° ~ SECTION OR I S _
O = i.~ I ~ 6FlOW ~INE = a 4 • t7 c ~ I ~ ~ o_ + " EFFLUENT PIPE. H W H
_ I I T4 N I T4 N D.I. TEE ~ ~ ' ~ I~j
_ 6" 6' 6"-"T" ~ ONE JOINT OF D ~I • - . '~4 COMING IN WITH A • • - . m I ~ r ,
t 8" T5 ®6" I - t~a-iI W I --n • W CO COU LING e F+-1 FERN P - . v -
1 T T, 2-81 2-Nt ` 4. CONS . J i 2-83 3-0" SECTION ao' I 1 t 4 m 4-V1 ~ 9" a•-. NCRETE - ~ a Q SECTION - AA • ENCASED IN CO a„1
4-N1 FILL FACE PLUG , t4 ' SECTION - BB • + "';.a'' `..:r. AT THE PIPE TRANSITION - Q %n' d
is' 1 1 m .-1 - 11 1 4' 7 1 4 t ' LL OF MATERIAL FOR ENDWALL ~ - Th • • :::fir D.I. PIPE ' ' - q
22 , 2' 15691 4 B ,a 2 2 a 1 2 ELEVATION BILL OF Ma1ERIAl F° 45' 30 77 8 16 19 4 4 8 31 4 REINF. STEEL 2 f S . a ti w I V STEEL 2 PIPES 3 PIPE SECTION
90' 56861 f5 29 35 8 5 10 41 5 T2 OR T3 TOP & BOTTOM 4„ BAR SIZE LENGTH NC PLUG 40,213 10 21 25 5 ZE LENGTH N0. t40GNT N0. NtIGHT Ki.
THREE PIPES 15'- " 5 ®6" TOP & BOTTOM B1 #4 5'-6" 8 4 4'_6" 4 12 4 12 90' D.I. BEND ~-4
NOTE5: 2'-6" 82 #4 4'-6" 4 REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A E THRUST VECTOR. 11 9/16- 8 SPA. ®9" iv w w 63 #4 7'-p" 4 , " - ° ~I a , ° - e
VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90' TO TW "Z" BARS IN ~ N PIPE NOT
USE 6"-90' BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY FACTOR TOP OF FOOTING + ~ w SHOWN G2 7 19'-10" 2 = Z1 d 1 1/2 :1 ~ a - ` CONCRETE 2 123 7 30'-0" - - ~ .w•.;.'•:-~:.,;:,,.:.,.: • NCASEMENT
SLOPE G3 #7 30'-O" a ~ H1 4 7'-2" 10 7-2 -.-a` '•!':;i,„ (3000 P.S.I.}
2 - - Z2 H2 #4 5'-6" 2 4 g'-6" 2 7 2 7
_1 THRUST BLOCKING DESIGN QUANTITY TABLE _ - ~ H3 #4 3' 5" 4 `4 3'-5" 4 9 4 9 _ : _ . Mt Y. s:
q I - W 15 3'-11" 18 74 22 90 5
5" TAPER DETAIL N1 #5 3;-11" 1e I 7~ ~ ~ 5-N1 N2 4 3-5" 8 4 3'-5" 8 18 8 18 ~
10'-6" THREE Z3 8" PIPES T4 SECTION PLAN =
7 " 8 SPA. ®9" "N" BARS e SPA. ®9" FILL FACE T2 Y4'_g" 6 0 IN BOTTOM OF FOOTING 3 V2, 2 V3, 2-V4 2-V5 24'-8" 6 99 NnTF m TRACTOR: _ 14 18'-1" 12 145 i. TO BE CONSTRUCTED FOR ALL DROPS OVER 30". J
5-N2 T3 #4 18'-1" '-5 7/16 " 2 SPA. ~ 2'-6" STR. T4 #4 _ 6 O ~ 4 _ 6 22 6 27 2. P.Y.C. OR A.B.S. FlTTINGS WY BE USED FOR THE d
~ 9' 3'-3' FACE 2-H1, 1-H3 ' 3~ , PLAN H3 T5 #4 2'-6" 8( 14 2'-6" 80 134 126 211 DROP i 1FE MAIN LINE IS A9.S OR P.V.C. tY
• . 4 SPA.-~ 1'-3" FILL V2 SPA. ®1'-6" FACE 3 Ht, 1-H2, 1-H STR. FACE 3. APPROVED PRECAST DROP MANHOLES MAY BE USED. W
.a ~ e - ^ ~ N H2 H2 -V2, 1-V3, 1-V4, 1-V V1 #4 T-3" 1; . . - a• • z z 8„ V2 #4 5'-10" 1( !4 7'-3" 12 58 18 87 o U 14 5'-10" 10 39 10 39
a o 0 3 1/2 " Z1 4'-0" V3 I ~ 5'-0" 6 20 6 20
a < V3 #4 5'-0" fi " ® V4 E4 6 16 6 16 10 STANDARD OUTSIDE DROP MANHOLE o 4 -1
• 0 0 ~ o ~ Z2 3'-5" V5 V5 4 3'-2" 6 '4 3'-2" 6 13 6 13 -1 0
. ~4.4 e 0 0 N N Z3 2'-10" Z1 #6 4'-8" 6 6 4'-8" 6 42 6 42 !5 4'-0" 6 25 6 25 0
' ~ H1 6'-7" - ~ 'i4 3'-4" 6 13 6 13
'-11" r1T4 „Z" Z3 #4 3'-4" fi a• H2 4 1'_i:..I ~ d ~ - H3 2'-10" „ „ 5-Nt 4-N2
- N BARS SPA. ®9" REINF. STEEL LBS. STEEL LBS, 783 1019 •
- H BARS Z BARS coN./c.s. cu. ms WING ELEVATION .S. CU. YDS 10.5 13.6 - MH STRUCTURE c CORE DRILL 9" HOLE
PLAN . f hereby certify that i am
BOLT THROUGH MANHOLE GROUT WATERTIGHT a civil engineer, registered
GENERAL NOTES: WALL WITH SST NUTS & in the State of North BOLTS TO MATCH FLG Carolina, and that this
SOLID CONCRETE OR BRICK USE CLASS "A" CONCRETE. BLOCKING SHALL BE USED plat is in aii respects correct and was prepared
AS FOOTING FOR DUCTILE CHAMFER ALL EXPOSED CORNERS 1". by me or under my
IRON PIPE. P.V.C. PIPE SHALL REQUIRE A 2500 c . - direction.
P.s.l. coNCRETE FaorlNC. ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING STEEL ARE TO CENTERS OF BARS. Q.•
a PLACE A STONE DRAIN CONSISTING OF ONE (1) CUBIC FOOT OF NUMBER 78M STONE CONTAINED D - ~ Ilillllb
SLEEVE IN A POROUS FABRIC AT EACH WEEP HOLE. PLACE SUBDRAIN FINE AGGREGATE BENEATH, AROUN ~ TAPPING VALVE 8" DIP ``1111 I/~~,~ 3DRAIN N C~0 ~/i
ND OVER THE STONE DRAIN SO THE STONE DRAIN IS COMPLETELY COVERED BY A LAYER OF SUBDRAIN A FLANGE M.J. FTTINGS FINE AGGREGATE AT LEAST ONE (1) FOOT THICK. WHERE THERE IS MORE THAN ONE WEEP HOLE IN A Q?~ ! ~i IN A ~ ESS~ /
ING WALL PLACE A HORIZONTAL DRAIN OF SUBDRAIN FINE AGGREGATE AT LEAST ONE 1 FOOT SQUARE w SQUARE PROVIDE TRANSITION
~ ° W , . IN CROSS SECTION TO CONNECT ALL STONE DRAINS. PLACE A VERTICAL DRAIN OF SUBDRAIN FINE I E GROUT FROM CHANNEL
r~) t. A4 e AGGREGATE AT LEAST ONE (1) FOOT SQUARE IN CROSS SECTION AT EACH WEEP HOLE TO AN ELEVA I N :NATION TOIES
• ~ ~ ~ae'~- T BELOW THE SURFACE OF THE EMBANKMENT. ~ - EXISTING OF TWO (2) FEE i ~~t~ ~bllE~ ,Q~~ ? ~ '~i ~
•e 0 0 CASE DRILL DETAIL i~~~ D, 11~
c~ ...a $ .a.~. • -1 ~llilllllill ti~`1
MAIN HEADWALL DETAIL a DATE SCALE
1/16/01 NTS
~ e, A DRAWN 8Y CHECKED BY
I DCR edk
U c0 ELEVATION REVISIONS
~ NOTES:
1. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS
f OR MECHANICAL JOINT FITTINGS. Ul
_ F` 2. SEE STANDARD REACTION BLOCK TABLES, DETAIL
2/C-11 FOR AREA OF CONCRETE REQUIRED PRO,ECT NUMBER
101.1982.60.Il
4"-12" STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY SNEET L
i C-13

~ ~ ~ a
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• ^ , I
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F~ J _ l ~
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flo 0 o p ~
0 ° 0 0 / co o~ ?
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e 48/ x
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P t° ~
a a'
9
NORTH U~ 6 ~
PHASE it
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~ a H
a ~ ~ a ~ ?-I A
~ • P 1~1
~°1 n
o ~ Z W Zi f r, W ° ,'l
° G'. hy4 W D° ~ ~ Ix
H rr~p w ~ / , a i V
Iill , I!II ~
» > N
w ~
NOTES:
1, ASPHALT INSTALLATION IN TWO APPLICATIONS: 1 1/~" & 1".
2. USE WHEN STONE/ASPHALT COMBINED DEPTH IS GREATER THAN OR EQUAL TO 10"
3. A BERM WIDTH OF 9.5' IS REQUIRED ON LOCAL ACCESS SYSTEM I
n ROnDWAYS GJITHIN 50 FEET OF ANY INTER5~CTION AND WITHIN
100 FEET OF ANY i T SEE DRIVEV~AY DETAIL ~i ,a N ERSECTlON ON COLLECTOR STREET SYSTEM ~ ~ )
ROAD?~lAYS. SEE STREETS SIDE~+IALKS AND DR11! b'~AY A F ~ H 1I^ I I ( WITH SIDEWALK ~ E CC-S.. Ai ,u I STD, NC. 20,01 ' f...I x,
BOOK {DESIGN CRITERIA), ~
IH~ P;,Vi=h~ENT DESIGN FGR MINOR THOROUGHFARES SHALL BE A n a n r n
MINIP+~UM OF 8 ABC, 3 BuBC TYPE H AND Z 1/2 OF BCSC I
n I ~ I - - f , I YPE ~ ~ OR i 2. THE PAVtR,1ENT DESIGN ~ OR MA~GR ThOROI >>NFARES C~ ~ Qii
AND ARTERIALS SHALL BE A MINIMUM OF 8 ABC, 4 1 J2 BC~'~ TYPE H ' ~ ~ ~
AND 2 1/2" OF BCSC TYPE i-1 OR I-2. THESE PAVEMENT DESIGNS MAY ~ ~ B IN~REA Y T F I - ! i w H W E SED B, HE ~NGfNEERING DEPARTMENT BASED ON ,RAFFIC a p Fp ,
GENERAL CONSTRUCTION NOTES UTILITY INSTALLATIONS AND OTHER PUBLIC tl VOLUMES SU R ~ BG ADE SOIL STRENGTHS AND OR TRUCK VOLUM,,S, ~
FACILITIES, INCLUDING SIDEWALKS AND HANDICAP i. / ~ B: ~ ~
1 T ESPONSiBLE FOR VERIFYING THE RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~ . THE CONTRAC OR IS R AS SPE~'IFlED BY CIIY CODE. THESE FACILffIES fi- ~ U~ ~ U~ R W R YJ ~ r' F+i
LOCATION OF ALL EXISTING UTILITIES PRIOR TO HAVE BEEN APPROVED BY THE CITY OF RALEIGH f ';r, mV
CON5TRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE AND SHALL BE SO INSTALLED UNLESS A CHANGE N"~L'`'~~1'S ; „ W G', ~ t-4
RELOCATION AND/OR REPLACEMENT OF ALL EXISTING IS AUTHORIZED BY WRl1TEN APPROVAL. PUBLIC ~ C , ;~~~P ~ i i ~tTr'4ECTION
U11LI11ES. SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR TO FlNAL ACCEPTANCE. - ~ ~I Q
2. ALL CONSTRUCITON SHALL CONFORM TO THE CURRENT SK~VATURE:
CDOT AND "CITY OF RALEIGH SPECIFICATIONS, STANDARDS, V
AND ZON;3Ti~TTON DETAILS". R/W R/W F~
ENGINEER ~ V
3. ALL EXISTING TOPOGRAPHIC DATA PROVIDED BY WAKE PUBLIC UTlLmES F-1 I z 7 ~ Q
COUNTY GIS, SUPPLEMENTED BY TITAN-ATLANTIC GROUP, M ~ 1 ~ ~k 3.5' - 2.5" 3.5' -5' t~P~,
INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY TRAFFIC ENGINEER EXISTING 70POGRAPHY FOR ANY DISCREPANCIES. SLGPE FT~ 1 C I 114 ~ T. t~4",lF T. y~4"AFT, ~ 1~4° PT. ~ 27
CONSERVATION ENGINEER . ~P~ ~ ~ a. < < a , < y' L nr~~r D.l~d aDIDa ,•/ab a7y an .P,4j~~:,p r o aP <r~r iy"Q~I b i
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN 2~ A r~,r r,~~'+ Yar r rw~<r n e SIDEWALK J / ,r ra r•raa a~ ~/r~~
ALL PROPOSED EROSION CONTROL DEVICES AND TO ADD 9 / / 9 G~ /'V SEE NOTE C JECTJilN C°-'C v 94TUMIPIOUS CONCRETE
ADDITIONAL EROSION CONTROL DEVICES AS NECESSARY TO y E AGGREGATE BASE COURSE W W Z
PREVENT ANY OFF-SITE SEDIMENTATION. ( ~ 5 5 O ~ ~ w ~
(7F COMPACTED SUB GRADE 0 Z ~ RESIDENTIAL STREETS I ~ ~ _ ~ _
5. ALL STREETS WITHIN THIS DEVELOPMENT ARE PUBLIC. R W A B C D E G_ w w_ ~ U
6. ALL STREET5GAPING SHALL BE IN ACCORDANCE WITH 7 60' 41' 20.5' 18,0' Z 1/2" I-2 8" ABC 9, 5' z 4 Q J ~ ~
CITY OF RALEIGH STANDARDS. F ~ ~ 3 a tL ~ ~
~ O O ~ O
7. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE I N } F- O U TYPICAL STREET CROSS SECT~Oi~ o f-- - - i
CONSTRUCTION ON THIS PROJECT MAY BEGIN. FOR CCMNi R T ~ ~ i r~ T " " E CIAI_ ~OL~EC OR A,ND Cv~~ERCIA~ LCCA_ ~CCt~S S I RE~.TS I , , O
8. ALL DEVELOPMENT FEES ARE DUE BEFORE CONSTRUCTION N, I.S, N N N p Q
DRAWING APPROVAL.
~ O N ~ O
9. ADDITIONAL PERMITS MAY BE REQUIRED BEFORE O d ~ O
CONSTRUCIT6FI ~i*~f~E~1N-~ROM THE FOLLOWING AGENCIES
- THIS IS ONLY A PARTIAL LISTING, OTHER PERMITS MAY
BE REQUIRED FROM OTHER AGENCIES, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY AND OBTAIN ALL NEEDED PERMITS PRIOR TO CONSTRUCTION. • ~
FINANCIALLY RESPONSIBLE PERSON AGENT CITY OF RALEIGH: I hereby certify that i am escri ion ee a civil engineer, registered
1. GRADING PERMIT 1. Person to contact should sediment control issues arise durin land-disturbin activit . in the Stote of North
2. FLOOD PLAIN PERMIT g g Y Carolina, and that this COVER SHEET C-1 plot is in ali respects
3. STUB PERMIT _ Name: Bill Rowland Telephone: [phone] correct and was prepared
4. U1ILITY CONNECTION PERMIT by me or under my SUBDIVISION PHASING PLAN C-2 direction.
~ 5. RIGHT-OF-WAY PERMIT 2. Person(s) firm(s) financially responsible for this land disturbing activity. 6. STREET CUT PERMIT
° 7. BLASTING PERMIT UTILITY OVERALL PLAN C-3
~ Rowland Business Park, Inc. Bill Rowland `~~HIII1111111~~
~ » Name of Persons Firms PUBLIC I M P R 0 VE a TSIDE THE ( } 10. PHASE II IS LOCATED WITHIN ZONE X OU MPROVEMENT UANTITIES: BAR'%, LOT LAYOUT PLAN C-4
~i 100-YEAR FLOODPLAIN IN PERRY CREEK WATERSHED BASIN ame ( 2730 Rowland Road, Suite 106 s TOTAL NUM B 'ti _ NUMBER OF LOTS: 5 Q
0 15, STREAM 26) AS SHOWN ON FEMA MAP # 37183C0351E, Mailin Address Street Address GRADING- & STORMWATER PLAN C-5 -
~ MARCH 3 1992. g LOT NOS: 21. i OS: 215 THROUGH 219 = `'~is~ss
~ Raleigh, NC 27615 Same TOTAL NUMBEF NUMBER OF PHASES: IV EROSION & SEDIMENT CONTROL PLAN C-6 ,F
0 11. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, Cit State Zip City State Zip ~ INCLUDING BUT NOT LIMITED TO LANDSCAPING, GRADING, Y ~
~ THIS PH ° BUILDING ELEVATIONS COLORS , LIGHTING, OR UTILITIES WILL PHIS PHASE N0. II ~ R ROAD & UTILITY PLAN/PROFILE _ iii C 7 1,n I*,~ ~o~
i ( ) 3. A ointed a ent to receive an notice, rocess, or pleading in any action of le al N PP 9 Y P 9 ~ BE MADE WITHOUT THE APPROVAL OF THE CITY OF RALEIGH processing arising out of any matters relating to Raleigh City Code Chapter 5 Part 14. nnl?
~ PLANNING DEPARTMENT. r WATER: 6 =108 LF• 12 ROAD & UTILITY PLAN DAZE » C-8 , 1/16/02 NTS
Bill Rowland Signature Notarized on Application , LF• 12 =960 LF TOTAL=1068 LF > > DRAWN BY CHECKED 8Y
~ 12. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO Name of Individual Si nature of Agent i g ROUNDROCK ROAD CROSS SECTIONS C-9 DCR edk
FINAL APPROVAL BY THE CITY OF RALEIGH SANITARY SEVI ,RY SEWER: 8 - 951 LF
° 2730 Rowland Road, Suite 106 (919} 876-6722 ° ASPHALT ST N 13. THERE ARE NO KNOWN WETLANDS PRESENT ON THIS Place of Business Inside City of Raleigh Business Telephone R NDR _ REVISIONS IALT STREET. 1055 LF Ou OCK ROAD CROSS SECTIONS C 10
SITE SIDEWALI SIDEWALK: 7175 LF ~ DETAILS C-ii
Raleigh, NC 27615 w
Address
14. CUT AND FILL SLOPES WILL BE STABILIZED WITHIN 30 DETAILS C-12 PROXCT N,MS„
DAYS OF ANY PHASE OF GRADING. 0
i 15. THIS PROJECT WILL REQUIRE A PRE,-CONSTRUCTION DETAILS C-13 01.1982.60.11 SHEET
CONFERENCE BEFORE A GRADING PERMIT IS ISSUED.
C-1

_
~ ',r + ~-'r ~ ~ ~0 d ~ a ~ t ~ I fir' /Q..t ro , 1
s t ~ o b 4j0i 0 ~ , ~ r r ! ~ + I 4 ,1 ~ o
1 ~ ~ ,r.. ~ y''1 - • 3 I ~ e' s F
9 + e'+ r GOBS ~ 'f,-''~ t01
~ ~ \ ! lld /C .f° tiP • m ~ \ 8 fi w r'
{ PHASE I (LOTS 31-34) ~ ~ e ~ r-f° i 1. a ~ o r $ ~
FINAL CONSTRUCTION DRAWINGS , . ` ~ ~ a f , m ~ r - "4 ~ ~ 1 + +V
MYLARS SUBMITTED 1 ~17~02 a~~\ \ ~v~ ~ r ~ J r ~ \ \ vA a 9 4 11' 1 / + 3g 4~ 0 0 i 'lea . ~i 4, F-s C')
/ ~ qq ~ + Q ~t= ? C J i a `
{ . _ . 4 ) ) t t , I 1 \a~~_4 , / t ~ t~ ` ring Y 8 I ~ i , b a i M ~ ~ + + t \ r& R ~ ~ Q~ • r Q ~ ~ fir. +Ur n '6 ~S 4 ~ \ x ~1 + `1~--~ \ ~ ~
PHASE II LOTS 215-219 ' ,~9 e ~ f t r- v' l ~ ; ~ ~ ~ 1y ~ ~ \ tiC ~ ' r /r v0 , ~ ~ ~ ~ r ~ ~ ~ I ~\~y0
s ~ 1 \ ~ ~ ~ ~ o F - - ~ ~ . 1 , /r ~o~ + t~ r, ~ ~ ,v ,4 ~ r a ~ . I, l~ 1 ~ r ye \ ~
~ , ll l t f ' ,V ~ % ~ ~f ~ ~~l NE ry o~ d' 6 9 S © r ` f C~ ~ ~ ii TT~k
_ 1 rv~ ~ ~ ~ , F 1 LANE - 9 ~ u ~ 11 +Tij ~ i ~ ~ U ~ Ya 0$ ~ t a c3Ro , 1 rt ~ ! I ' , Z
its b I \ Q, b ~ ! ~ ~ ~~1~ ~ u V ~ ! i 'l'
i~ ~ ~ 1 \ 1~\ I! cd' r Y? a /4 1~' 1 I ~ 1 ~ r~i
PHASE III (LOTS 13-21, 23-30) + ~ ~ r ~ • , ~v ~ , i , ~ ti ~ ~ ! + , 1 \r Nis 1 l . . ~ / , ~ , , , ~ \ ~ ~/„Y.,1.-r`..`.` ~C ` i r ~ - ~ lr' ~i ~ ~ ~1r 1~ / -d~! , ~ 1. ~-1 + ~ / ~ \ . yy r I j y ~ i ~ , ^ Imo'
i `i .?b G~ ~Pa~,,,,,_? LANE ~ 4 ~ ~ ` ! @ ~ ~ ~ ~ I 1 lA~~~, j
f ~ ~ R A ~ + k r ~3 ~ ~
` ~ 0 ~ ~ ,
~ ~ ~ ~ \ mi a A
PHASE IV (LOTS 200-214, 220,; ~r ' a, i ~ ~ ~,t o~v, ~ ~i ~ ~ 1/ o>. ~ / Y~ - ~ ,
+ 1j~ ~ - i 1 ~ ~
r-- / ~ r,,, ~ - , '7" , I A I j ~ i v F 1
~i t" ~ 1 ~ 1 + , t ~ m ~ 1 v _~i ~ . / ~ ~ 1 v, ~ a
~ ~ a r V r, r 1~ i ~ r-r ~ a , , ~ A,,- ~ + i
+ - - ~ 4~ ~ „ a s t, J ~ ~ l ~ ~ T \
(r / . + sty ~ • \ r - t ~ / l r,~ - s
P ff ~ ~ ~ ~ ~ ~ ~ I ~ + ( ~ j w, A ..v I ~ ~ ~ - ,r--- ~ ~ . l~ / ~ J/ ~y T ~j
I i ~ Y I. J J 1 ~ i ~ t ISJ O , ~ 'r ~ f,1 ~ 1 v - ~ ~ / ti ~ , i d4 , _ Ilil 8111 t ~l 1 + \ , - ~ t / ~ ~ \ ~ ~ ~ / ~ r ,II _ ~ 9 v...,._ M - ~ , ~
r ~ ~ ~ ~i)~1 k ~ \ , L _ Q~ ! i
d~ ~ r t ~ ¦ ~ ~ A 0 >r t ,,rr ~ t ~ 1 ti t , ",~11 e / \ - r'~ ~ ~ (4 / _r•`1 \ t ~1 1 / eta
0 t ~ {rl \ ~ \ ~ ! ~ yr--_ ~ + I ~ ~ ~ ~ ~ ~ 1
~ ~ g ,r'~ ~ \ ~ ~ r ` ~ z -tea ~ ! __1 ~ ~ ~ • i ~ ~ ~ a
f / .r \ f 1~~ ~ i/ ~ \ ~ ~ 1 /I / e i ~ ~ , ~ .k ~ / ~ ~
/i / ~ / j,~' / ~ ~ k ; is / ~1, , k. ~ ' ~ ~ ~ t~' _
~ , ~ l) ( I ~ ,I ~ ~ ~ {fir a ~ z ,A~~~ / ' ~ ~ t n ail ~ ' 1 ~ \ ~ + ' '
/'~1/ ~ 1 ~ is ` ~ /r'Hjr f 1 ~ ~s ~ ~ ~A~ \ j ~~r ~ I \ A ! `~1, d~ '`l ~ s , ~`v _ ~
~ I r ~ ,,i t ~ ,,sir . ~ A ~ „ ~ \ ~ 1
l ~ ~ i ,~,r - r i `4
~ a b I ~ l U ~ i ~ , 1 i t~,,~,.. 1, ~ \ ~w_ ,'~_..-~J~~ ~1 ~ ; ~ ~ . ~~'v `~'9 ~ eA l ° ~ ~j
/ ~ `f,,; (I 1 ~ \ A ~ ~ i ~ H
r y, r ~ + ~ V~ + \ '--'1
~ w ~ l 1 1 ,I rtil _ Vii/ ~ ? ~ r AV , ,I t r / ~ ' ~ ~ - ~ f
~ ~ ~ l r ~ ~ ~ _ ~ ~ + t \
V L y F a~AND R~ ~1,-b".A r. ~ 1~ , ~ I `'~!I ~ro < i \ t 1 ~ ~ ~ r ~9 TT!~1
g r~ ~ ~ ~
~ ~ ~ ~r ~ , t f ~ g ~ d a r / ~ i H F~ ~ _ ? a~ ° ~ '1~ erg , ~ ' -.i%~ f i rr ~ . ~ ~ a k
~M`i b V ~ r t~. `.%v ~ > ``~~r-:..~+ _ f , ~k „ ~ _ r- l ~ ~ / ~ / 1 RoP V ! w H
t? Z. / / 1 \ / ~ ti - 1 ~ i / / ~ :u k J r`~ ' ~
+ ~ ~ ~ _ 1 v + ~ k ~ / ; ~ rim,/ r ~ ~ I \I
1 ~ . , , ~ 3,, ~ / a,___~...~~__~ ~ ~ ~ 1 r i ~ I ~ _ / i^- r. . ~ J u. \
~ 1 . t r ~ / 1 Iii ~ , ' ; , ~ ~ ~ / / l - ~.i ~ ~ ~tiv. / / , ~i~ ~ ~ 4 ~ H
I ~ ~i ~ ~4 V r ~ V _ / ~
~ ~ JI,t I 4-, ~ ,r: '-z ~t
. ~ / ~ ) ~ t , 1 ~1\ , . ~ <
/ ! ,r'r-- ~ r 1( Ali . V~ t / ~ ? ~ 2 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + % ~ 1. ~ ~ 4 L.
/ / r1 'll s /,r~ ~ ~ ~ , ~ ~ r i ) s / t ~ . , , . ' 1 ~l~
, \ ( +my lei ` r ! t~ i W Q
/ ~ r_ 1l iii ,v r.~ ~ _.F= ~
/ - - V l~ i ~ ~ `S ~ ~ ~ '1 ~ jf' ~ ! \ J 1 ~ + I~ ~ J J J W F-
_ I ~ ~ ~ ~L , , k ~ ~ /i Ai ~ , I I 4 ~ I ~ , 1+ ~ `~-1 ~ ~ ~I(~ I r ~ ~ ~ a~ ` ` \ \D ~ a w v. 3 + ~ ~ f/~ e ~ y.. I ~ 1 1 ! / ~ / ~ J
~ I ~ ? ~ I 'l ~ , -
~ ~ ~ ~ ~ ~ , ~ ~ ' • ,a ~ ! ~ ~ 1 ! ~ I- F- F- F-
,a ,
~ ~ ,
~ + ~ r ~ - " ~-.~V` 1°l ~ V ~ .~^~e~e) /j h ( ~ ,1~, f~ ~ t tvl,,, y \A(~ ~~~"s O O O / - _ ~ . - f v v
1 ~ r c ,
l
!4 ~ ~ ~ .r / +i o ~ \ -.r ~ , 1 ~ v ~ ~ r - ~ ~
1 ) ,I ~
, ~ i ~ ~ t / \ I hereb certif that i am
~ b r ~ ~ / / ~ / ! 1 / ~ ~ ! ( - ~ ~ ` k f ~ a ciwl engineer, r g ~ - / ~ r , ~ 1 1' / ! ~ . f ,1 k , ~)1~. ~ ~ ~ in the Stote of North
~ ~ _ J ~ / (i i ~ ~ ` ~ ! ~ ~ \ t ~ r \ ~ Carolina, and that this / ~ 1 ~ A I ~ + ! lat is in all res ects
! ~ ~ ~ -1~ r 1 - ~ ~ ~ ~ ~ A r ~ ~ P P i 'v \ A ~ r~, ~ / J' V ~ ~ i, ~ ~ r , `V~ correct and was prepared / , r _ ~ i + f ~ 1 ~ , , 1 ~ \ , ~ b me or under m
/ f ~ } 1 ~ P + ~ '`ate ~ r .r / I , n 1 I - ~ \ v!~ i ~ 1 ~ ) , .t` \ ~ direction.
+ ~ ~ ~ 1 1 i ~ + I ,~~~s r1.- - t ~ ~ ~ ~ I ~ , l ~ 1~
in ~ ~ Ate' ' / / / i ~ A
7 ~ L ~ ~ ~ +v / / ~ v ~ \ ~ t, ! i i ` a k I ~ ~ ~ ~ ~ ``yA V ~ `~~.'t`~~, i ~ ~ ~ X1111 I I I!!/ //f i I l.ti~ ~ ~ i,
~ r r r k~ , 1 + \ ~ c ~ ~ 1 t a r t, L ~ ~m t . _ ~ / + ~ ~ t ~ l .
~ ~ .1 ti ~ i ss / l k l ~ , o e ~ ~ / ~ ~ ~ ~ , , Ufi i PU I ~ . ? ti
N l ~ , ~ 1 y
r ~ ~ f ~ 1 ~ ~ _ i / ~ i / ! ~ i ~ ~ ~`T E S i ~ ~ ~ ~ 7 ~ - ' / i ~ ~ ~ l~ S i I I I ~ F
~ ~ 7 \ / ~ 1 HAVE B ~ ,c lr/ , ! ~ , ~ o ~ / ,~_r k ~
~ ~ r"~--_ ti -.~e~ ~ y, I l 1 y+ l ~ j ~ r ~ ~ ~ \ / ,f AND H ' E ! E .,F ~~N~ ! 1, P ~ ~ ~ ~ I / ~ e !
N ~ ~ ~g.~-...r I ~ i s ~ ~ i I ~+b a I A T O I E B BLIC '~ii'k9 / f ~ ' ~ ` d / iii R D. K f , J \ l , S T / RECORDED ~h~~~
z ~ , ~ ~ . 1 ~/'r r , ~ / / .r / ~ ul ~ 'I tai'' f 1 / 0 }
N + ~ 1 1 / / ~ / / _ f ~ J DATE SCALE ~ + I ~ , 1--~----j / r~_- ~ N2T.ES: 1 16 02 1 =200
r ~ _ _ ~ . ` , r r (~tj_ ~ ~ I ~ ~ \ 1. THIS PRELIMINARY MAP IS NOT A CERTIFIED SURVEY ( . ,,f" } 5 \,~_~~,.-J/~/ f , DRAWN BY CHECKED BY
+ ~ ~ i 1 t ~\~t ~ ~ , - AND DOES NOT MEET THE REQUIREMENTS OF NCGS
~ \ ~ ~ 47-30. THIS PRELIMINARY MAP IS NOT FOR RECORDING
Q ~bJ ~--'f 'p+ ~ ~ ~ t tel. ///~~b r`~+ y"_ ``\..r b ~ 1, v// K+ 1 ~ ~ \ \ ~ OR TITLE TRANSFER. ITS PURPOSE IS FOR REVIEW AND REVISIONS ~ A ~ ~ t t ~ ~.`~.~a,~ /rte- APPROVAL BY THE CITY OF RALEIGH, NC.
~ + + ~ ~ + i ~ ~ ~ 1/ l ~ 4r L~ 'r ~ -.r~-~_, r ~ , ,
l~ ~ l , ~ w-.~-.~~ ~ FIC ENGINEER t ~ ~)i ,i ~ ~ , 2. ALL TOPOGRAPHIC AND BOUNDARY INFORMATION
CONSERVATION ENGINEER JHUWN WA5 UFi IAIIVtU f KUM WAKt I:UUN I Y IiIJ
INFORMATION AVALIABLE ON-LINE. PROJECT NUMBER
GRAPHIC SCALE IN FEET 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 1.1982.601
THE CITY OF RALEIGH AND NCDOT SPECIFICATIONS, SHEET
200 100 0 200 400 STANDARDS, AND DETAILS.

41 ~r~
X I O
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~ x a 7 t. N ~i ~ N ~ . c0
! H I 43,443.58 SF. 214 / Z
t~ /If Nf~ ~;xl~ ~ V )w l 4. 1.00 AC. / ya ~ 3 ~ 38,226.96 SF. , c~
,it b ca ~ 0.88 AC. ,o ~ U'
d' tV / b~, ~ U o M' ~ z
;~5a p_, y~~v. N O ,~O H O / ~
I ~ ~il ~ r 1 ' 3j ~ I ~ o xw x Z~ W " / END OF PHASE II W ~
~ :°'S w r y i4 1 , ~ / k ~ ww ~ ~ CONSTRUCTION ~
m}}~~ k,:, I ~y t j Y' a h M STATION 14+04 ~ ~
1 F~: ~~~o ..l , _ W N fY,
1 I 1 1 14 } ...4 2 ~ r ~ A ~ ^ ~
~ ~ n~~ l ~
I I POND ;~1 PROPOSED ` ~ " EXISTING 20FT CITY OF RALEIGH ~ ~ ' i Ns a i h o I ~ 9y . .N M' 1 P~ ,8yppn o~
I DRAINAGE EASEMENT x ~ ~ 4 'N 4=;_~,, SANITARY SEWER EASEMENT I is W N
I ~ BM 1999 PAGE 641 I a • 8 U tx
! { Q r t, r \ co ^ H ' ~ ~a EIP '
„ ~ " 89'21'30"E • ,.-L f N; 9'21 0 E L8 N I I ~ _ N89 2130E r ~ _ I-I A /
a ~ K ~s s ; 86,5 259.19 357.55 r~, a ~
~ • - . / J - ps~ ~ W w z
J I ~ ~ ~ ' , -POND ~3 PROPOSED J ~ ~ DRAINAGE EASEMENT FOSED ~2. W W ~ , S W , EMENT (
~ ~ ~ ~ . \ (k " H ~
~ ! / ,P ' ` z ,f o~,~ I ~ ~ i C~
2 / l ~ , 215 0 III I!II o
(RAW DTH I ~ ~ , ~ 217 217 o ro ~ / . ^ ~ a ~ ~ 43 867.95 SF. N W
VAR } ~s f S ~ ,ld'~d;~ fs h ;r~i : ,x ~ e 1 2 ~ 1.01 AC. N
~ ~ 78 522.88 SF. o - w \ , 1.80 AC , 1,522.88 SF. ~ ~ 1.80 AC 1 '
N ~ STREAM CENTER LINE , ~ ~ ~ ~ ~ 20 A 20 ACCESS EASEMENT I r ~ 217
i,< u ~ . ~ ~ , Im
A `S i~
I Z ~~ti~ ~ ~ ~ ~ ' ~ PROPOSED ti / PROPOSED 10' DRAINAGE EASEM NT ~ ~ 60' RIGHT OF WAY
s 'I +c a/f~ 51 to wry r'~ Q1~ ,
r ti,,~ t. .n1M 4 ~;p~ ~:,N' ~ C PR .O ~h
~ : ~ . EXISTING CONC. 100' DRAINAGE EASEMENT. ~ ~ ~ r Y • ' W o OPOSED RIPARIAN BUFFER rO~ N I (AS APPROVED BY DWQ) O ~P n
,p R W MONUMENT i ~ ~ J, ~ ~ ~ ~ ~ .F., o / ry ~ ~
S i' a L29 FLOOD HAZARD SOILS ~ ~ NIA / ~ . oo / EXISTING RIPARIAN BUFFER f-•I o H
~ ~ 1 (APPROXIMATE) ~ ~ m '`i a 0
r v ,
~ a ~ ~ . n 219 Ns . . c8 3 ~ ~ ~ . ~ 3r
~ \ ~ Pilo 8 , L31 L31 ~ x 6 U1 di x ~ ~
a 106,464.10 SF. ~ 218 PROPOSED / ~ ~ ~ . 30 ~ ~ H L32 / . pp, ,^M H W
2.44 AC. DRAINAGE ~ ~2 ~ ~ 7. 943.75 SF. ' ~ ~ ~ I o a F' ~
~ ~ ~ ' CITY OF RALEIGH EASEMENT ~ N f ~ EXISTING 20 1.63 AC. ~ ~
j SANITARY SEWER EASEMENT ~1tP ~ (PROPOSED ACCESS EASEMENT) < ~ ,err„ , • ro ~ W C .3 n ~ ~ry ~
U? ? x. q . ~ 3 DRAINAGE EASEMENT N L1~> i N h O ~ A' \ ,N L a Q
" FORESTED WETLANDS I . 1 r- h ~ . - _~6.4 , ry ,o
~ ~ ~ J ~ 2 . ~ _ W N ~ o a ~ . i ~ o 0
' OLD TRACT LINE ~ /C3 1 :T~~~ ' ~ 2.1 • I / ~ oe ~ Q
Q PROPOSED 20' CITY OF RAIEKIH ~ N PROPOSED 5 SIDEWALK r iC6 ~m
OJ 1 I SA~MTARY SEWER EASEMENT ' ° ~ ~ ~ + c`` ~ f PROPOSED SINGLE / ~ Q a E~ ~i ~ v w• O L7
f !tii V HANDCAP RAMP TYP ( ) ~p ,ry/• H
f i S88'54 28 W ° _ - - - 6 L5 ~ • 4' 8"yy L - ~ ' gk L10 ~o ~ - .~-----1 - v N ~ W
`a - _ S88 5 2 _ _ ~g~ C2 ` 88 2 01 w ~ Q ~ ~ . ~ ~ O
„ 240.30 S • S88 49 45 W _ _ ~ ~ ~ i ~ 216 ~o ~
0 00 e+ Q~ ~ I om
- - _ 7+00 - ~ _ f,- w- w - ~ 39,147.49 SF. ~
, Q ~ 2+00 _ ~ I + I C4 ~ T ~ ; ~ C4 I 0.90 AC. i
~~t`?S~A?.E R~, ~ R9.5 R011NDROCK ROAD O ~ e r5'.. ~r n .,.x~ (nP) ~ u.,
Q ~ -r i ~ ~ 1rW_i ; -v-- _ o, ROAD HORIZONTAL CURVE DATA 3 3 3 2
/ _ _ a~~ ~ a A , 9 CURB S 5 5 O Curve Radius Q Length Tan ent D.O.C w w w ~
' * RCP ~ ~ g o: a: o: W z ~ ~ e . i a ~ ~ . e ~i 2 2 2 W Q
1 ~ . , r , 1 ~ ~ XISTING ~ ~Y~"~~ STRE CENTER LINE ~ 1 398.08 36 25 40 452.90 234.40 8 2 36 ~ ~
ST MWATER `"r P , ~ Yr i di1 J ~ J ~ z a a a ......1 o o: o: cc a o:
START OF PHASE II ~ r s', , ~ k , ~ ,ti / MANHOL't EXISTING STORMWATER ~ ROAD CONSTRUCTION F ~ ~xti} ~ ~ ~ x ~ , . \ \ F 3
~ SYSTEM ~ SYA 3+50 t , . - ~ w u • / ~ ~ ~ ~ s ~s \ g O O O ~ a _ U ~ U
~p~ n , J' i~ ,~~+3,,, ~ ~ . r ~ 5;,p ~ ~ n , ~4:. z~ l ~ er ' ~ O U U U ~
~ x f 0~ f l kiY ? ~x A S'Rx.. a,1 ~ ~ F ~ I N
' PROPOSED 20' CITY OF RALEIGH J~a~, _ ~ . ~ ~ ' N N N o p o ~ ' 0 0 0 M
SANITARY SEWER EASEMENT ~ 2~NE Z r. x / ~
/ i'` r c.r~=r r tit t"Y ~ ,M Y - IA CtI
/ REGENT LITCHFORD, INC. ~ ~ ~ gip: r r ' t N N d' O
PIN N0. 1717.70-92-8155 - ~ ~ .x,~- . USE: APARTMENTS (UNDER CONSTRUCTION) oy ~.+y J 5 F'~ Ff11 ',ii y; ~ y.~
ZONE. R-15 4y 100 DRAINAGE EASEMENT Z i
• F ~ ~n~.
U. ~ ~ ~ 1
I P _ I hereby certify that i am y~ ROPER UNE LINE TABLE o civil engineer, registered
• x ~ S SnJ g ~ l p q~ ~ , LINE LENGiN BEARING in the State of North
n: O ~ " Carolina, and that this O L5 33.81 N8854 28 E i i
~ ~ ~ # ~ ~ ~ STREAM CENTER LINE 4i 16 20.56 N88'S4'28"E plat s n all respects correct and was prepared N O L7 17.22 S20"11'576"W b me or under m
o Uiry L8 19.79 Y Y 589130 W direction.
~ ~ • 3 \ I L9 14.00 N295T51 "E
Q 3 L10 6. i 7 N00 40'48"W
( a 4~, I r L11 20.51 N55'24'11"W 111111
, 04~ U2 6.74 S55~6 58 W CARS /~j L13 7.94. NO6 59'57"E ~
J I . M " : 0 ppF
Q L14 16.12 N223824 W ~ ~ Q ~ LJ~ L15 26.77 S193f'31"E _ S
U Lt6 54.29 N2052'56"W '
L17 41.03 N06 51'21 "E ~ 26769
i UTILITY INSTALLATIONS AND OTHER PUBLIC L18 40.08 N0848'26"W ~ ~1Nf~ . i~ ~ UBLIC L19 38.23 N5T4923 E ~~j
FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ID HANDICAP Leo 38.42 ' " iii R D. K ~0 a1 N137911 W JJJIII 111~1~ ~o\
~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~V ALL STREETS IIII ~t\ L21 47.15 N79~9 27"E DATE
~ AS SPECIFIED BY CITY CODE. THESE FACILITIES ~ HAVE BEEN APPROVED BY THE CITY OF RALEIGH E FACILITIES 122 19.52 N4470 09 E SCALE OF RALEIGH _ L23 10.83 S1525'20"W 1/18/02 1"=50'
AND SHALL BE SO INSTALLED UNLESS A CHANGE .S A CHANGE PROPERTY LINE CURVE TABLE L24 6 .23 " DRAWN BY CNEq(ED BY 6 N00'f519 E
° IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC 4L. PUBLIC CURVE RADIUS LENGIN TANGENT CHORD BEARING L25 80.16 N6759'06"W DCR edk
i SANITARY SEWER EASEMENTS ARE TO BE RECORDE[ o PRIOR TO FlNAL ACCEPTANCE. BE RECORDED C1 1185.92 127.71 63.92 127.65 " L26 59.79 " 12'06 51 W N37'06 40 W REVISIONS
° SIGNATURE: C2 365,00 91,38 45.93 91.14 N8141'40"E L27 29.91 S53~8'42"E
NOTF• AI I CONSTRUCTION SHAT I AF iN ACCORDANCE WITH CITY OF C3 365.00 155.15 78.76 1.5.? 9R ua~•~n'a~"c f 9A 1757 c~ax~'an•c
RALEIGH AND NCDOT STANDARDS, SPECFICATIONS, AND DETAILS C4 425.00 250.26 128.87 246.66 S72 04'15"W L29 38.19 N76 52'29"W
C5 365.00 22.34 11.17 22.34 548*24'S1"W L30 69.50 56243'39"E
w ENGINEER 0 C6 425.00 75.12 37.66 75.02 S4840'02"W L31 49.22 N74'41'54"W
n PUBLIC UTILITIES C7 365.00 177.50 90.54 175.76 S32'43'45»W L32 14.30 N41'19'120W PROJECT NUMBER
C8 425.00 184.00 93.47 182.57 N31*12'02"E L33 43.16 S5976'05"E L34 7.61 ' » 01.1982.60.11
° TRAFFIC ENGINEER N86'10 76 W L35 20.55 N8851'05"E LSHEET
CONSERVATION ENGINEER L36 23.88 N88'49'45"W

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GRAPHIC SCALE IN FEET / N I J ~ ~ ~ vrlll 1 / ~ 1 ~ I I 1 L S~ DAR ~ I / , l / / i I / ~ / i \ / / / / / ~
1( ( / ~ I I I I 50 25 0 50 100 \ ~ ~ 1 / / / I E 217 .5! 1 1 I ! .1, ! ' \ / i / w O J / / / ) \ / ~
ti 1 ~ I1 I l / I illy / 1 1~ ~ ~ 1 _ 1 / / / I I I 1 ~ ~ ~ J"13 LEVEL SPREADER 14 / / ~ J ~ / / / / / 1 / W SPREADER _f r J / / / ~ / / / l
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~ ~ \ ~ ~ 1 ~ l t / ~ i , I I I ' I ` ; ' ( I NcTION eox ~ 1 9 D/ I I I I 1 / / / / ,L PROPOSED 2Q' / / ~ d , f I r / r 4NC110N BOX / - ^ - ~ J / i ~ ~ 'l ~ l ..f / - ~ / / ACCESS EA ,T ~ ~ 1 ~ / / / / 7R \ l ~ l i ~
A ~~ND' OPO f I _ 1 1 ~ / 1 i I I I I I I / / I IN 270.9 \ I l- 1~ AjNAGE SE NT I C I 1 I i IN=270.9 / ! I _ ~ / \ \ J A / ,POND ~3 BROP~ ~ ~ ~ ~ ~ ~ ~ f / / /
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1 ~ / / ( Ilil l! / ' . r ~ I I 1~ I I! 1 / ~ f 1 1 1 1 1 / ~ I ~ I ~ / / ) ~ / , ~ 1l ~ I v / / I/
~ I / ~ ~ / / I I t f I / ~ . _ 1 t / - ~ / ~ ____1-1 L ~ -i-----~- / - ~ I 1 / / / / / I /•I i v / ~
t 1 / "3 i 1 1 1 ~ 1 / ~ ~ i/ f/ \ v ~ / _ I L / ~r / i i~ / / / l ~
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~ 1 / , / / f ~ Zo 1 \ J f W; \ v / V v / / / i 1~1 v r w 1 \ \ / / \ ( 215 / / J 1 l w
/ / ~ / / / / ~ ~ Ix X17 ~ / \ V I / / / O
I, / 1 / ~ ` ~ l 11 p / 0 ~ ! / / /
~ I L. i ;1 ~ ~ 1 ( / / / 1 1 ~ /I / U IP RAP PA #5 / / / 1 ~ / I ( / I l ( r III) IIII ~ f /
~ L 1 1 / I• I , FES INY T 83.5 ~ _ / / I / ~ ,7-i ~ i / J ~ 1 I I I I N
1 1 ~ I 1 \ ~ / I ~ ~ ~ r.-. ~ 1" I / ~ NEw ~EVa\ ~ ~ / 217 / I ~ 1 _ I I i
~ 1 ~ / / / 1 ~ j. ~ ~ ~A v ~ ~ ~ ~ v ~ -t SPREADER \ I ~ l / Fp I ~ l /
~ I ~ I / / 1/f~ ~.::x ~ 1, A ~ 1/ I~ CTI 0 ( I ~ F \ l I l I I
~ V / / / ~ JIE I =273 1 r , ~ t , ~S D TLANi7 \ _ _ \ ~ I ~ / / r \ ~ R INE9 BYE ~ \ , ~ , / ~ ~ ~ • I ~ i / / /
\ / I I oU - 1 1 U ~S. AR sbh ~ , ~ / ~ h 1 ~ l ~ r l
~ r / / / ti 1 1 _ ~ ~ i i ~ ~ (A~PRb>u ) 1 I ~ : , R, ~ r ~ ~ F ~ ' . ~ l~ ~ ~
1 ( 1 J r ~ l 2 1 _ ~ / / I / l l 1 f \ ~ / /
~ ~ ~ ~ \ V I OPERTY CON f~IA~K 1 I I , \ ~ ~ ~ i ~ ~ I 1 ~ ~ _ 1 , . 1 A / / EL z .z~? FT . / \ \ ' ti I' ~ / /
~ ~ I 1 / SrTAI~ 1 .8~ 1 " o''. 1 i ; ~ - ` _ / / s9 . / ~ / a~ l / l J I i i
i ! .e(' I _ ~ \ ~ \ ~ ~ \ / / ( / / / i l i I /
1 ~ I ~ - ~ \ ~ / 290 ' / / / ~
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\ I / i l 1 ( ~r 218 I / / / / l ( ~ i I I ~ ~ / / l ~ / r 1f~ t ~ r Q
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~ ~ I 6 S6rREgAE . / ~ DRAINAGE EASE~EN1 ~ 1 / , / / TO AT 28 .0 l G l 1 1 ~=r F " * k NAGE EASEIrENT \ i i i V~ \ I I \ l ~ l I ~ w ~ ~ / ::r• I / l I I / 1 Q'i
\ 1 ~ ~ t ~ , x:~ IwS RAP ass~ATOR I i c-, 9 ~ ~ / ~N E EN Tl f / 1 C FES INV OUT=274.0 sAP ass~ATOR ~ ~ ~ I ~ ~ ~ I / , I , l ~ ENV T=z~4.o ~ti~ ~ - ~ ~ ~ l ,l ~ l ~ ~ I C~ ~
- r i ~ I / ~ / i / / / / / ( J RIP RAPS PATOR - 7`._ / / / i I I l , [-i ~ ~ r - ~x ~ ~ / / l I U1
~ CURB I~ET C " / / I DES NV OU 3~ / _1- / _ / / / ~ / _ / i ~ a / / / ~
y.QC. 305. / / / r L, ~ ~ \ I 0 ~ ~ / ! a / r ~ a I / / ~ a p i/ / CDR NA 3 i l l i / J
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1 ~i 1 ~ \ 1 I ~ ~ 1 \ 1 N DRAINAGE ~ ~ i I , l / / / ~ I ~ ~ ~ i / / / I Q
1 LF 4" \ I EASEirENT _ oY . , Ge ~ ~ / / i / J f . _ - / ~ - / / / ~ / r 1 ( ~ ~
\ - ~ _ - ~~a 4 l i t l I ~ ~ I U~
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p W W N p ~ M ~ ppy N 01 ) e 1 a M ~ ~ 1 i ~ / 7 ~ / I/ / \ _ YEL40111 / / J r \
4 - _ ~ N ' ~ N T ST 920.01 / I l \ / \
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~ i / / 350 A~ RE / / \ 1 ~ ' r . I . / / E)bSTIN CUR INLET ~ I '
1 I ~ 1 EX CURB A / T..C. EX~297.00 A~ ZONE 1 / r \ V 1 v o ~ ZONE 1 a x~ ~ I / / p / _ ~ N F
. 1 = 79 I \ ~ x ~ ~ EXISTING S RIGWA R MAN OLE 1 T. C. E ( INy p(=$81.95 \ 1 ~ v k ~ ww,~ ~ / / / / / / ~ ~ A \ w 1 I ~ I is * I / / l / l / " / / ~ ` ~ ~ ~ ~ A ~ ~ V ~ N N
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i ~ - \ , ' / CHANNEL ALIONkI£NT ° ~ ~ / 1 I 1 1 1 1 \ \ \ ..C. 298.4 1 ~ ~ . 4 .1•
~ \ ~ ~ \ V OUT 81.95 \ r+ ~ i i / 5;. ~ ~ I I I / III \ A \ o
' / \ 1 \ \ ~ ( ~ / i l t . 1 A 1 . : / ~ \ ~ 1 VE LEVEL 1 ; - -
I J ~ , \ \ \ ~ \ a INEW Rl~ RAP iDISSIP R / STf ~ ~ \ ~ ~ r ~ \ \ \ 5 ~ ~ 5 (SEE SABLE) I / / STREAM ~2 _ _ ~ \ / / / / / I ! E\ _ - ~ \ ~ \ _ - \ \ ' /
r \ ~ \ ~ ~ ~ / / 1 \ ~ . ~ \ \ \ \ \ HEAD \ l /
/ 1 1 \ \ \ NEW CULVERT ~ ~,,ar., J / / ~ ` ~ i _ / f ~ l / / I - ~ 1 _ w ~ \ a ~ ~ \ ~ \ I hereby certify that i am
\ 1 \ \1\ ~ f i 1 / / / - ~ _ - ~ ~ - - ` ~ a civil en ineer, re lstered / ~ ~ / / I ~ \ \ / ~ ~ ~ ~ ~ ~ in the State of North
/ / / . / / ~ 1 1 \ ~lV IN=275,3 \ i 1 \ % _ I 1 l / / ~ \ qVV DUT=274. " , 1 / \ / / _ J \ ~ ~ / I ` \ ~ ~ / Carolina, and that this
\ ~ ~STAl10N~5+49.60 ~ .r ti; , j / / ~ i 1 ~ / I / / , .r. ~ , \ / / lat is in all res ects / i l / v , J v~ / P P / ~ ~ / / / / / - ~ ° / ' ~ correct and was r ared
/ / / f \ \ ~ P~E~SI(EIN~13'14 00 \ ~ . - , I ~ ' ~ l / / ~ w\~~-.~\~_ / ~ P~ l r ~ / - - / < \ b me or under m
1 ~ ~ / / / / / / - ~ ~ ~ \ I L \ direction.
/ / / ' / / ~ \ ~ \ 1 r / TORM D AI RUC E / ~ ~ ~ \ ~ ~ I I
~ / ! I ~ 1 1~ 1 3 TO IN . I IN . / / i ~ : 1; TM;F f 1 / I \ J ~ 1 ) , - \ C iii
STRUCT. INV IN IN I INV. IN / / r I 1 ~ ~ ~ i l f ~ ~ ~ ~ - ~ I I ° N0. TYPE ELE N TH' S EAST ST / 0 T / / 5 \ 1 ` r f I I I
~ \ ~ \ 1 I ! 1 I ° 1 CI 2 .04 291.5 289.6 289.0 I I ( 1 / / / \
d I 1 1 l 1 1 1 I ~ ~ I ? ~ ~ 1
~ 2 G X96.04 288.7 288.6 I 76
0 3 CI 293.79 287.9 287.7
~ UTILITY INSTALLATIONS AND OTHER PUBLIC )THER PUBLIC
4 CI 291.54 284.5 282.5 FACILITIE5, fNCLUDING SIDEWALKS AND HAI ~LKS AND HANDICAP ~~i~i D. Kp`,~~~ TED ON ALL STREETS ~~»illll?~~~
~ RIP RAP DISSIPATORS RAMPS ARE TO BE CONSTRUCTED ON ALL ° 5 CI 291.54 282.3 282.0 ~ AS SPECIFIED BY CITY CODE. THESE FAC THESE FACILITIES ~ ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF pA~
SEE DETAIL 10 C-12 HAVE BEEN APPROVED BY THE CITY OF R IE CITY OF RALEIGH RALEIGH AND NCDOT STANDARDS, SPECFICATIONS, AND DETAILS 1/16/02 1"=50'
° 6 CI 289.72 281.5 281.3 I NO ado Lo W t SSE AVE. STONE 0 AND SHALL BE SO INSTALLED UNLESS A ~ ~ UNLESS A CHANGE oRAwN aY CHEd(ED BY APPROVAL. PUBLIC DCR edk
~ CLASS IS AUTHORIZED BY WRITTEN APPROVAL. I ~ 7 CI 288.27 280.5 ARE TO BE RECORDED
1 6' 12' 14' 22" I g" SANITARY SEWER EASEMENTS ARE TO BE I a cl 266.27 280.3 260.7 260.o PRIOR TO FINAL ACCEPTANCE. „ HORIZONTAL CURVE DATA REVISIONS
° LE~dQ 2 18' 40' 4 ' 30" I 24" SIGNATURE: ° 8 ' Curve Radius Q Len th Tan ent D.O.C
o ri oan 97o R 979.4 9 5
NEW STORMWATER PIPE & STRUCIUK 3 18' 12' 18' 22M I 22"
w 10 CI 297.32 292.6 ENGINEER REMOVE STORMWATER PIPE & STRUCTURES 1 398.48' 36-25-40-1452.901 234.40' 8.2'36"
0 11 CI 293.16 290.4 290.2 9 4 3' 4' 5' 9- A 3"
cl CURB INLET PUBLIC UTILITIES a -1 5 5.25' 11' 14' 22" B 6" P OJECT NUMBER
0 12 CI 294.68 2~ 9 T.O.C. TOP OF CURB TRAFFIC ENGINEER 01.1 982.60.11
13 cl 293.13 287.5 284.6 SHEET
CONSERVATION ENGINEER
• REFERS TO TOP OF CURB FOR CURB INLETS

_ _ _ _ _ -
~ ( ~ 1 \ JJ l i~
Q ~I Q ~ \ J
Ali / / ?I / i ~ \ ~ i (i
/ I i i l ~ / ~o ~ / / i ! - - - - ~ 'h~ / l I ~ fir- r ~k /DO / / / (
\(r ! / ~ ` / i \ / / / / , SEEDING NOTES r.,
l lJ1 / / ~ r, / / ~ 1 / / / / / 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL ~ / /
/ ilt / / / ~ / ~ t J I / \ / / / / m+ ~ / CONDITIONS, IF AVAILABLE. H ~
~ 1 I / 1 \ / / / / / ~ 2. RIP THE ENURE SITE TO 8-INCH DEP1H. I I I / / I \ ~ / / / / 3. REMOVE ALL LOOSE ROCI(, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
1 a ~ r I / / 1 ( / / REASONALBLY SMOOTH AND UNIFORM. ~i
/ 1( i' ` l / / / / 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX ^ J / / / / ~ rn
/ i / ~ / / i I V ! ( 1 / i / / WITH solL (sEE eELOw*). I / / / / 5. CONTINUE TiLLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONALBY UNIFORM SEEDBED IS Q~ / 1 ( i / / I ~ / ~
/ i I i i ~ PREPARED 4 TO 8 INCHES DEEP.
l I I I I ~ / 8. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT ~ ~ / / ~ ~ J / OR CULTIPACK AFTER SEEDING.
/ / / ~ I I / W ~ c0 / { 2 STR T10NiENTt~ANCE / ~ a 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ~
/ / / l _1 ~ ry ~ 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE ~ / I J ry" PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 8010 DA A / I J ~ ~ , M GED, RE-ESTABLISHED
/ / / / / ~ I 22 $ o~.~ FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. U 1 / ~ i I ~ R7
1 ! ~ { / I _ _ry~ 9. CONSULT CONSERVATION INSPECT~t ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER F,,,{ Z I / 43 X43.$8 / - - 1 PERMANENT COVER IS ESTABLISHED.
1 ~ I r / ~ I _ ~ ll~~ / ~ ~ ~ ~ - / ~ / / 11.00 ac. / / x
( ( 1 / /1 * APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS ~ / 38,2 ) W ~ I i J i 1 / I / FERT~JZER - 1,000 LB/ACRE - 10-10-10
/ 1 X11, 1 / ~ } I t ~ / ~ ~ ~ . \ 1 ~o / / / ~ I~ I 1 1 { / a ~ i I i ( / ~ / J / SUPERPHOSPHATE -500 LB/ACRE - 20X ANALYSIS
\ v 1' v 1 1 1 1 I I 1 v .~I{~/ / / 1! ~ 1 I / / / / / MULCH - 2 TONS ACRE -SMALL GR/UN STRAW Q'i ~ / / I / / /
\ v ~ / \ I I, I i t ~ v li+ , l~ ~ / I II i G I ~ I 1 / / / i ANCHOR -ASPHALT EMULSION ®300 GALS ACRE / / / / 1 / / /
\ V 1 ~ 11 11 f l l 1 f v Ili 1/ / / °I I~ 1 I 1 1 I f i / ,,ECU 1 / i ( / / ~ A
v ~ vv j~/ ~ / J I^~ ( ! II lil 11 I v y ~ Ill t ~ / I l Ij ~0 1 ~ I v v_-- i / / J Id l lm to I 1 1 ~ i I ~ ^rn / p
v / I ~ 1 I \ \ r ! 1 / ~ I I ! I ~ N I ~ ! ~ V l 1 I ' / I t I N I ~ I I I I i r' / ~ ~ ~ I i / ~ C ~ / ~ SEEDING SCHEDULI: a+ i / / / / ^b I /
~ \ ~ ~ l i ! I I ~ r \ ~(l I l ! I II I I I c o \ A v ~~ti ~ I I l / / I, I 11 I 1 1~ ~ I( , 1 \ N.~ ~ f J / 'r / / / _ / ~ SEEDNO ANA SHALL. ~ CARPoED OUT IMEDIA7EI.Y BEHMD CONSiRUC110N IN MxORDANCE r h
\ \ ~ 1 / f l I I I I / t 1 ~ N f, ~ 1 1 / I I ~ I l l ~ 1 1 1 I I 11 / I, r ~ / / / ' w SPEdflCAlIONS
v \ vll l~ J / f l II I it ) / - ~ l \ \ 1 / 1 1 / I 1 1 l l / ~ 1/ I ~ i / r H ~ / ~ I , / ~ J / ~ / / / ~ ~ SHOULDERS, SIDE DITCHES, SLOPES (Max. 3:1) i-.i A
\ l I l / i I II ! i / Y I, l _ 1 / / / / J oATE ~ / TYPE PLANTING RATE w ~
1 II I / I I II ~ / ~ 1 / / \ \ \ Ij l / / f I .I11 I1 ~ l 1 I /J ! , ~-fir= ~J / / / 4 CON R I i a`W I / I / ro 47 \ J ~ Per 1,000 aq.R.) W
~ / / J / / ~ I ~ _ Zi / / o I O ~ Aug 15 Nov 1 Tall Fescue 120 Iba/acre 2.8 lbs. w W - , / / / / ~ ~ tps d, ~ Nov 1 -Mar 1 Tali fescue 120 Iba/acre 2.8 Iba. W
~ ~ \ ~ 11, i I / / I I I I I ~ l ~ ~ ~ I / / j I I I ~ III I I ( _~1~1 l r / i r ~ ~ P I d< Abruzzi R 25 Iba aae 0.6 Iba ~ a ~ t / / / ~ i N _ Ye / H
I I ! i l j~// I I I I Illf I l ~ ~ I I 7 - i l ~ I f, / ~ I I / _ J - _ / / / ~ Mar 1 Apr 15 Tall Fescue 120 Iba/aae 2.8 lbs. ~ ~ / / / / / / ~ Apr 15 -Jun 30 Hulled Common Bermudagrass 12 Iba/acre 0.3 Iba.
1 r ,f~ I 111 I( ( I l l/ ~ J~ J \ O \ \ / - - - - ~ / / Jul 1 -Aug 15 Tall Fescue and 80 Iba/acre 1.4 lbs. IIiI IIII
1 / I I R IAN ~ ER TE PORkRY SEDIMENT ASIN ~ \ ~ / 1 ~ I ) ~ / I I i I I / / 20`' E ~ ORAt~IAGE AREA~t. ACRE th1ENT ASIN ~ / \ ***Brownt Millet 35 lbs. acre .8 Iba. ~ ~ ~ / / / / oP / 0 ~ AREA~t.f~ ACRE \ / - _ / / ~ or Sorghum-Sudan Hybrids 30 Iba./acre 0.7 Iba. w ~
1 1 1 , ,1 ~ / I 1 1 I J ~ l 1 I J / } 14 ~ 1 / ,l / I I I I (I f ~ / '~I ~I N'B FFER 1 \ BASIMDEPTN 4.5 1 ~ I J , I I I 1, ! SI DEPTH 4.5' ° I / / / / 1 / / M
1 1 1 u . ~ I( I I j Y I _ / ~ 1 / i I / j j % 1 ~ 1 I TOP-$8X48 1~T EL 2$4 1 ~ 1 1, / / III! III - 1 ' ' ~ ' / , w / ~ ,48 1~T EL 2$4 / a ~ /
~ ~ ~ / ~ ~ ) I I ( I / l / / ~ I / l ~ ~tEOt~RED ENT ORAGE~1800 C~ I 1 1 1 ! ~ / / I I I I I ~ ~ 30 / / I RO ED S RAGE 957 CF NZAGE 1800 C I / / / ~b \ SLOPES (3:1 TO 2:1) RAGE 957 CF ~ / / / / \ ^ / 215 / (va? aq.ft.)
1 ~ I ~ I I l i / I l i l l l 1\ ~ / ~ ~ LOPE 2H:1 v 1 1 I I 11 ~ ~ l v LOPE 2H:1V ~F ~ ~ J / \ Mor 1 -Jun 1 Sericea Le~edeza (scarified) 50 Iba/acre 1.2 Iba / / / / h ~ I do
1 i/ / / i i ! I I I I A ~ III j ~ J ~7 1 I ~ (1 I 11 1 - ~ I / ~ 1 I i v ~ ~ / / 11 ~t / I l I { ~ ~ J ~ ~ ` I ~ - / / / / pr ~0 43,867.95 $F.~ Ma 1 Apr 15 Add Tall Fescue 60 lbs./acre 1.4 lbs.
1 L ~ I I I II II 1 / 1 i ~ l I r / / ( fl I I 0 i. l I v 1 / v / / ~ • 2 ~ ~ I 1.01 AC. ~ / Ma 1 -Jun 30 Or Add Weeping Lovegrass 5 Iba/acre 0.1 Iba ~ / ~ ~ ~ I ~ / Mar 1 -Apr 30 Or Add Hulled Common Bermudagrass 8 Iba/acre 0.2 lbs.
X 1 1 I II I it I / I j ~ v~ ! ~ 1 ~ ~ - ~ / / ~ / / ~ / I 1 ,I/1 ~ ~ ~ 1 1.80 AGe ~ j / / I j I I I I , A i ~ ~ 111 v I / I Jun Sep "*Tail Fescue and 60 lbs./acre 1.4 lbs.
~ ~ ~ ~l I / ~ Ij 1 1 F ~ v v i \ 1 ~ / + I Il ! \ v v v / / / / / *~'Browntop M41et 35 lbs./acre 0.8 lbs. a ~ / 1 ~ / I ~ ***or Sorghum-Sudan H rids 30 ibs. acre 0.7 Iba
/ I ~ ` / / Sep 1 -Mar 1 Serica leepedeza (unhulled-unscarified) 70 ibs. acre 1.6 ibs.
~ 1 I I l II / ~ ~ 1 J 1 1 1 ( f 1 - ~ ~ , / \ \ \ \ P ARIA IMENT ~ ~ Y1SIN #2 / / I I / and Tall fescue 50 lbs./acre 1.2 lbs. N~y W 3 ES / / f \ 8 I ~ i Nov 1 -Mor 1 Add Abruzzi R 25 lbs. aae 0. Iba w
1 t \ ( ~ Il - "J I , ~ ~ + I I ( I (l I j ~ ~ i / _ / \ \ ' \ DRAINAG EA-0.8\ACRES _ J ~ \ / / l ( i 1 ~ , l ) i r / ~ i ~ \ \ B N DEPTIis4:5 \A~ r. r ~ I ~ ( ) Ye / 8 J ) ~ H
/ ~ / '~I 1 / I j (l J c i ~ - ~ \ ~ \ ~ ~ -T;QP=26 X4O~ ,~T.ELf19~ . . ~ ~ / Consult Conservation En sneer a Soil Conaervotion SeMce fa additional in- ~ 9 / t J LIMITS OF / /i formation concemin other alternatives fa i f
I ( \ \ 1 / / / I J 1 I I ( I I I ~ ~ I I I - ~ ~ .r~RE~l1 S~DIMEaT $TASAGE=1~,75~.~ ~ 1 1 / 1 ~ I I J I I I( 1 1 I I / ) I I _ PZto1ADE6~~aIMEI~T~RA~E']593' F i~~-~ j / EXISTI TREES / g vegetat on o denuded seas Tha above / / Q Fem. 290 CON UR / i vegetation rates are those which do well under local conditions; other seeding i.5 / i
1 _ v / / / l l (l I I I / , t I \ - _ ~ ~ _ ~ v ~ v v ~ ~ ...mss- H:w- _ _ 3= H:1V i ~ / ~ / rote combinations are pass~le. _ - - / 4, ~ - I / Q'i
~ v \ v I, / / 1 I 1 ! III ~ ~ / 1 v v ~ v v v _ v v _r' 1 I l I i 1 I I\ / 1 v ~ - \ ~ \ ~ l J l I J ( I / l 1 \ \\a~ ~ l / ~ / TEMPORARY Reseed accardb to optknum season far decked anent attn. ti / g I~ w~ ~ Qi
ARd \ - / \ \ ~ 288 CO TOUR / f / ,N , / / Do not allow temporary aver to grow aver 12 in height before mowfnq, otherwtae / fescue ma be shaded out. ~ U / / / ' - / / y F..i
~ / / ~ / ~ / W
. / / / ~ - i~ _Z ~ I z ~ / / / \ U~ ~
\ / 21 I 1 ~ I \ 1 I , , / I, ; , I J III r I I / ~4 / / p N
/ ~ \~v~
I / 106, 4.1b J 1 1 I ! I 1 I 218 \ ~ , / ~ ~ ~ \ ~ / f~ / ~ ~ / O I W
\ I / ~ ~ / / ! ` 1 I I I 1 27s coN 43.75 S6 \ ~ ~ ~ ~ ) ~ _i ~ l / 1 / ter,. I ~ \ \ p4 i ~ / \ / / ~
I, / / ~ j ~ < ~ 278 CONTOUR / ~ ~ / ~ \ / Ivq / \ ~ ~ \ iJ \ l Q
~ I / ~ / / / ~ ! I \ 1 , 2~0'coNTOUR / \ ~9Q . . .__.29Q ~ l r /
\ I ~ / , L 28fS. I \ 282 CONT'Ok~R ~ / / / ~
I - G - dF I I I / ~ ~ / ~ _ d` _ --z~-- / . / ~ ~ / / / l
/ / 1 ~ SL P~$.~ 1V 1 r ~ N 10/ ~ i ~ / / / 1 ~ I / ~ / 1 ~ ~ ~ I x / I_ _ / / l ~ / / / ~
1 I 0 / / ~ ~ < l \ / 4 / ~ _ _ ~ / / / ~ i / CONSTRUCTION SEQUENCE Q r / / E-1 ~
_ ~ ~ / / / / 1. Obtain grading permit. ~ l l l I/ Q Q-i'
\ ~ \ ~ t ~ \ \ \ \ ~ ! / ~ ~ \ \ I \ \ I 1_ ---rt- ,r ~ / ~ / / / / t_ _ ~ / / 2. Remove existing road from station 3+50 to station f4+55. W
~ \ i ~ \ \ \ _ ~ \ s_ _ T _ I 1 I l l I l / J / / / U~
a _ ~ --~--t - I / _ / i i / l l / r ~ / / / / 3. install gravel construction entrance, temporary diversions, silt fencing, sediment basins
/ ~ \ \ 1 ~ I I I l 1 216 / / or other measures as shown on the a roved Ian. Clear onl as necessar to install / 1 / / 1 PP P Y Y
l' ~ I ~ m ry I ' 7+OU l ~ ~ these devices. w w z / I / 139147.49 SF. 1 i 1 / / s s - W
\ ~ w w w w ~ ~ ~ I ~ I~ - j I 1 ~ 0.90 AC. 1 ~ ~ 4. Call Environmental Inspector and obtain Certificate of Compliance. o Z
~ 2+00 I I _ t I ~ i 1 ~ \ f \ t N 1 ~ N~ Ifl I 1 I 1 / / / ~ _ _ ~ i
0 ~ m ~ a t l l~ I v ~ i ~ o~ ~ J 1 ~ I I _ ~ ~i N n r'1 ~f ~ ~ \ ` 1 J I \ 1 V r r7 I I ~ ~ I l l / i 5 e in cle nn nil I W W ~ / / . B g a g a grubbing. Ma ntain devices as needed, per State and City of Raleigh Z ~ ~ ~
\ / i ~ standards. Rough grade site. Begin construction of temporary stream channels (5a). F ~ a
\ - - ~ \ ~ / \ f ~ - \ ~ / / / / a u. 3
/ ~ ~ \ .jam \ \ ~ / / ~ 5a. Constructions uence of tern orar stre m c ann o ~ o I / / ~ ~ ~ eq p y a h el alignment: o ~ I w~ ~ i
~ / ~ ~ ~ \ m ~ / / _ a) Begin construction of stream channel from downstream to upstream. Do not allow o v v
- ~ ~ f / ~ / ?a ~ 1 / / ~ , / 2 5A'~CX]N81RUC'~i 1 l t t \ e 4~ \ \ \ \ ~ \ ~ / / / 1 ~ _ \ water flow into or throw h new ali nment. i o ~ \ / / / \ 18 N N p O
! i ~ ' / / / 1 j ~ 111 ~ \ ~ \ CLEARING MIT I u \ \ \ I 1/ l / l O O ~ M \ I / / b) Place rip rap per detail -1
i / I v ao ~ r ~ ~ / / / / ~ / / ~ c Make connections to streams from downstream to u stream installin ri ra r o N , o / ~ _ ) P ~ 9 P P Pe ~
\ ~ ~ / / / / ~ N N p \ \ ~ / / ? ~ - ~ ~ detail at connections. o O
h ~ ~ / / / _ / / 6. Install headwall tailwall structure. \ ~ J I - / l _ ~ J / l l l /l / _ _
I I~ A 1 1 ~ V A ~ ~ I I ~ 1 / ~ ~ / A 1 1v / / ~ / ~ / ~ I l ! 18 I / / / / ~ ~
~ 1 I \ \ POR Y CF~ANN~ / r r / / / _ _ ~ ~v 1 - ~ ~ 1 I J 7. Install 60" rc i es r tandar s. 1 _ l ( J / / / / PPP Pe s d ~ r' ~ I! II r
/ I 1 ~ t t ! \ \ l I f ~ T ~ 1 I \ ~ I RIP - - / ~ / \ ~ I i / / / / i 1 - ~ _ I hereby certify that i am
/ ~ - \ 1 \ \ ~ I ~ I 1 1 IAN Bu~ea / ~ ~ - - ~ - - \ I I I ( 1 ~ 8. Install ri ra dissi aters 1 and 2. 1 ) / / / / ~ ~ ~ P P P # # a civil engineer, registered / ~ ~ } / / / / 1 ~ C = ~ ~ in the State of North
~ \ t ~ 1 ~ \ ! 1V1 ~ 1 / / / _ ~ ~ ~ I I RIP IAN B<]FFER / - e 1 ~ / / - ~ / / ~ - - ~ 9. Realign stream #1 and #2 per detail to headwall. begin backflll around culvert. Carolina, and that this
, v \ v v v \ ~ v i J zoN t I / , v ! ! v v v 1 1.. 1 ~ / ~ / / / / ~ f ~ i,~ ~ _ ~ C-1 plat is in all respects / / i , \ ~ correct and a ~ - - / / / ~ - ~ w s prepared
v v ~ ~ v 1 ~ , I ! / / / r~~-~ / / _ j / 1 1 ~ V A A \ 1 \VA \ I , ~ ~ ~ ~ - ~ / / - ~ _ - 10. Remove temporary stream channel. by me or under my
. 1 A V A 11 I f I I / / v ~ ~ A V ~ I / ~ . - _ _ 1 direction. r t / / / / ~ ~ ~ -
\ / / / ~ _ _ 11. Install storm sewer and protect inlets with silt fencing, sediment traps or other / / I ~
~ ~ / o A \ \ v \ ~ 1 I ~ ~ ) _ _ ~ / / ~ approved measures as shown on the plan/detail. Provide rip rap dissipater (see sheet ~ l J l _v r~
cn \ ~ \ \ \ 1 \ l ~ i 1 / / o / ~ / / ~ \ \ \ ~ \ ~ 1 1 1 \ 1 . / J I J / / ~ / / ! / _ - C-5) in sediment basin #3 for discharge of 24 RCP storm sewer. Be in construction of ``~N?Illlii~f~~7 ~ ~ l l l ~ _ g CA ~~i r / l / , - - pavement, etc.. RO ~i
~ / / / ~ ' v ~ y v \ 1 ~ \ \ ~ ~ v ~ A 1 1 1 v v / ~ / / ~ ~ ~ _ ~ _ 12. Sitt fence and diversion ditches within new road alignment are to remain in place
U ~ ~ / i I i I ~ ~ ~ ~ ~ + ~ ~ ~ _ - during construction to the maximum extent possible. Silt fence and Diversion Ditches are -
to be removed onl when construction is re wired in the area. 6 ` Y 4
° UTILffY INSTALLATIONS AND OTHER PUBLIC ~ FACILTfIES INCLUDING SIDEWALKS AND HANDICA :R PUBLIC 13. Seed and mulch denuded areas within 14 days after finished grades are established ~i~ ~
° RAMPS ARE TO BE CONSTRUCTED ON ALL STR4 i AND HANDICAP in s r ~i~ R D. KP d` ( elude stormwate ponds) ~p D ON ALL STREETS ?NI?IUt
cv AS SPECIFIED BY CITY CODE. THESE FACIUTIE! THESE FACILITIES 14. Stabilize site as areas ore brow ht u to finish rode with ve etation, avin ,ditch DA~~ ,
o HAVE BEEN APPROVED BY THE CITY OF RALEIG LEGEND DISTURBED AREA CITY OF RALEIGH g P g g P g 1 16 02 1 =50 linin etc. / /
~ 1 AND SHALL BE SO INSTALLED UNLESS A CHAN{ NLESS A CHANGE ~lQSE: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH gs' DRAWN 8Y CHEq(ED BY 'ROYAL. PUBLIC CITY OF RALEIGH AND NCDOT STANDARDS, SPECIFICATIONS,
° SF TEMPORARY SILT FENCE 3.31 ACRES IS AUTHORIZED BY WRTITEN APPROVAL. PUBLI{ ° SF ~ SANITARY SEWER EASEMENTS ARE TO BE REC01 AND DETAILS. 15. When construction is complete and all areas are stabilized completely, call for DCR edk E TO BE RECORDED
11 STREAM 1 DISTURBANCE PRIOR TO FINAL ACCEPTANCE. ° ~ Tp TREE PROTECTION FENCE C_~ inspection by Environmental Inspector. REVISIONS
° UNEAR FEET OF STREAM = 167 SIGNATURE: N ® ~n
16. If site is approved, remove temporary diversions, silt fencina, sediment basins, etc.,
TEMPORARY CHECK DAM o and seed out or pave any remaining bare areas. All remaining permanent erosion control
STREAM 2 DISTURBANCE W UNEAR FEET OF STREAM = 46 ENGINEER
5 p -)'"0-T)j'0-~ TEMPORARY DIVERSION DITCH GRAPHIC SCALE _ IN FEET devices (such as velocity dissipators and level spreaders) should be installed at this time. hommodT
PUBLIC UTILITIES 50 25 0 50 100 17. When vegetation has become established, call for final site inspection by Environmental PROJECT NUMBM
i o TRAFFIC ENGINEER Inspector. 01.1982.60.11
i SHEET
CONSERVATION ENGINEER 18. Obtain a Certificate of Completion. C-6

_ ~ r r____
I - a° aA ware
~ EXISTING OR PROPOSED GRADE ual. ~ ~ IYS2YE5: g,.a " .,0• .~'-A.•er; e, q..e. A•, FROM PIPE FLOW I iAA1N h.~NER I ! BEIND Fi.ANGE I I
( 5. PUT SILT FDICE OR TREE PROTECTION FENCE UP ~ / / ~ ~ , ~ TRANSITION ~ x~,H rwa Bous ~ ~ ~~''f ~ - s-FLANGE x FLwvcE I
r uAw I SfORIDIT ONgi giE TO ENSJRE CdISTRUCTION ENTRANCE IS USED. / a 2 V4a1AEIE /S CISCIED BY Trr ENQNetA ~ I +,r,z-._ /y ''';,:t_.~i::..~3^'w~~.,°+~~;; 2. IF C~ ON 'ME SITES ARE SUCH THAT t,: TOOGRADE I . . ElBDWS BOLT TUGEn~ER FL04'!
ye.'r,EitT"'• p. THE AMID IS NOT REMOVED BY THE VEHICLE 7RANEL- 1 ~ ~^~''"'=`-~-1"~ T R THE ~ VEGETATED v.:2'-S S1T7NE TO BE I~t-'c ~y' OR YADTH CF ING OVER THE STOtff, THEN HE TI ES OF . S"%8k6' CONCRETE VEGETATED • • • • - - _ ann cIB crto To ~ ~j I
EXISTING 5LM16E STONE OR RAUtOAD~'- VEtRCIES ANST ~ WASHED BEFORE ENTERRtC THE T 4 ~ DIVERSION wi.tt-tR u ~ `:i.`+rr( PROPOSED STREEy PUBLIC ROAD. °„~„m,,,,s i RoADwnY ~.~BALUSn~a::.~t~,-~.;,u,' wNalErfR,s ~ a L~ (REQUIRED ON DIVERSION ' NAnJRA INEAINAGE ~-I ~ . I I - AREA ( E NOTE $5) tO.
475 I +:~~<L:~S`~y~.,'n~"/'^'•=-' ~1ER' 3. IF A PROJECT CONTNUES TO PULL MUD AND DEBRIS g 12 ~ ` ~T,-.t,.:?~~•: i-•~-"'„'y~l'' oN TO THE PUBLIC ROAD, THE GOVERNING AUTHOMTY EACH SIDE OF (REQUIRED ON • • • - • - ' I o0 of ! EACH SIDE - - STABILIZED y I
r c r~5c';':'A~a;%i^: WILL CLEAN THE AREA AND INVOICE 1HE FBlANCIALLY m ~ . ~ ~ti .c r-..ai~;f,.._ • RIP RAP11 t't''':: ° RESPONSIBLE PERSON AS INaCATEC ON THE FlNANCIAL I ,a 5 ~ J . • ~ ° 16' cONpiETE PAD AROUND I` ° RIP RAP ~ ° . SLOPE ~ ~ ~ ~ VP11E AT FIi11511E0 CRALIE FLANGE X FLANGE 1'FRIICAL ( ~ ~ ~ ~ ~ l Pi
RESPONSIBWTY FORM. ~ 2 \ . , ; ~L DIAMETER . . . N I ~:::.-t~. I ~,....-~-=.r A . ~ o. , ~ ~ ~
~ z ~iNIMUM SLOPE ~ 1% 1 Q < MANHOLE { ~ C 1 9 , PLAN 1 'a a . i~ I I I m e~T wA~+ sTauE i ~
S 12" COMPACTED N0. 67 STONE-- e0a I Ip ~ FLANGE x FLANCF. ELaoeJ ~ (sEE NGr~ Ajy ~ ~ . l ~p I ~ ~ ~
N ~"Pr.' I o ( MAN STABLE ( FRONT VIEW ~ ;n o ~ 5'-0" MIN, ~ UNDISTURBED STABLE - rti ° ~ I p' r-M~• --t Uki-FLANGE CONNECTION - I- ~ m ~t SO.U' BEFCRE CONCPEiE TOP OF CDi1GRETEI
I 35' ABN. 15' Mw. NEW CONSTRUCTION ~ ~ ( ~j OU ILET ~DISTURSED 2 ' MiN w ~ ~ ~ ~t~ ~ OU ILET ~ ~ ~ . - O D ~ ~ Blow OFF 6"- ~ ~ U
I 57FS7, r~ E%ISTING ROADWAY ~ I D D i BILL OF MATERIALS NOTE: } ~ xn~M waE I , rn p ~ i 1 PRECAST' MANHOLE, SEE STANDARD DETAIL S-2D 1. AIR VALVE TQ BE P-20 W17H ~ , ~I . I ti ¢ 7 rn o vntvE ~ ~j
stT TENQ GEOTERPLE FaWac I a _ _ ' 12" NM. W J o frT1 D m ~ _ m T~~ I y z ~ 2 TRASH HgOp VACUUM CHECK BY CRiSPIN N n O m~{ coNCRe~~ I ~ Iw z ~ \ DLOrrtlnc " ~ EL 260.0 m ~ ~ 0 0 o seE DErnas w-B ~
+ H m S" m"'J- ~ D ~ 3 2° AIR RELEASE VALVE OR VAL MATIC UM 45. -u~ 4LT fFA1CE anv wrtN oa:wACE AREA R nu sa'E I o z I ° m N G o o 2. THE AIR RELEASE MANHOLE L~ ~ , ~ ~ stT z / Lo m rn I 4 2" CURB STOP BALL VALVE DtBS MOT E11GfiO 1/A MAE AND NEVER YI \ L NOTES: LEVEL AT - A ~ ~ ~ w-9 FOR THRUST 1, pR4LL T~?" WEEP HOLE FOR STACK DRAINAGE fMTO STONE.
AarAS GT WNCENiRATED Fl9W h ~ I , EFfl1¢ FAAMAEA llY y D ~ ~ xc s, rAaan smrE ~ ~ / ~ < D ml m~ .5 AUP,PTER SHALL BE INSTALLED IN THE ELE -alo w sxT r~ucE rAms m eL nMr+so urbtL p alwt r~,E~9LT m ABRIC UNDER STONE I c D - ~ ELEV 260.0 ' rn ~ D m r BLOCx INFORMAnON 2 DOUBLE 3j4" BRIDLE RODS UN BD~iH SIDES. J 3 T 5 Uf -1 r rn
y z ~ D -I m r 6 MECHANICAL JOINT BRASS PIPE AN!a FITTINGS SHCJLDER OR AS DIRECTED I utta e~sa. o ~ z o I ~ ~ ~ rn ~ 17 2 71'PE "K", SOFT COPPER WiTH FL4RLD ELBON BY T;iE ENGINEEP., a ~ n ~ CROSS SECTION r o FIB-, ~ i C 3. FOR MAINS LOCATED OUTSIDE OF CROSS SEC ION m m ~ ~ 3. A RIP-RAP SWALE FROM FROM CONCRETE SPLASH PAD TO I ~ ~ Z ~ ~7 ~ = POSITIVE DRAINAGE ARE;4 IS REQUIRED FOR PO3ITI~/E I Ln w ~ DRAINAGE. I
( s' wN coven rnZ a A z I c 8 ORPOP,ATION COCK _ o'AS saYT ° I ~N n r N D r 9 6" DIAMETER GRAIN STREET RIGHT-Of-WAYS THE ~ r ~ 4. BOTTOM 90° ELBOW SHALL HAVE BLIND FLANGE i a ••L D =a Z rn ATTACHED WITH TWO BOLTS.
ANG+oaslimu $ A~ cm ~ ~ h"AXIMUM DISTANCE HET1hEEN THE MATERIAL ~E~~.a,,~, Dc no ~ ~ 10 GROUT, 1 6" TO 1'-0" MIN, SLOPE DRAIN MATERIAL I ~ 5. INSTALL WATER MAIN MARKER A;f RAW OR P/L TO - 16 FT MAIN.
N ~ a T ~ 11 PIPE CAP MANHOLE AND THE VALVE BOX STAPLED SIDE VIEW rn~ ~ ~ ~ ~N n I 12 2"-GATE VALVE ~ _ SHOULD 8E THREE (3} FEET. IN PLACE STAPLED VAE2IES .i ! T TIO ~ g LaDATE _ r U1 N PLACE 6. 3J4° RODS AND BOUS IO BE H,,T DIPPED GAiVAN,ZEu. I Q
M ~ I ~ ~ 4. MAIN SHALL BE DEEP ENOUGH TO ( ~ ~ I°o j SEE STANDARD DETAIL W-3 TO INSURE PROPER BACKFlLL. ACCOMODATE INSTALLATION AS SHCWN I r~ C-t 7. END PIPE SIZE SHALL BE SAME AS MAIN SIZE. I r~r~ ~ o
~ I \ i / / ri r ri ri ~i~ - a 0.5 FT \ A --12"DIP'WATER~
TRENCH LEVEL L•IP OF ~ ~ ~ UPSTREAM END /\r/ i r~i\r\ry~r~ r r~r~r~i\r~ EL UP OF r//~rjrr•~'1/rj /r/rr/r/rrr/\r/. _ l TT~~ ti.J a
DF sroRM DRAIN SPREADER SPREADER \ ~r\\r~\r\~' 12 DIP ~!A T ER ~ ~rrrrrrrrrrrrrrr,!riri 'rririrr~r~ ~ ~ ~
( ! r Ir s IN CITY OF RALF_IGH 0°MiO~ ~ i ~ 1 3 PIPi
CENTRAL ENCiNEERhVG DEPARTMENT / I m ~ f DIAME:TF.R
REVISIONS nA>E 7/a/oo aeaaN Br..Ia STEEP CUT OR FILL SLOPE / ~ _ TEMPORARY ,/i r ~ BURIED Y°`;• . - w Z ,I I W
1 FENCE I I. ` r~IIN ~ I SECTION A^-A a~: ~ _ w
2:1 SLOPE {MAX} C-~ STD. # 40,04 ~ a
` NOTE: - Sp9H3 WYE7m9N 611PA1 ~ ( . ` NOTE: ' ~ Rr,P 2' -~-I C7 FL.O'N=1S CFS DESIGN I IIII IIII
eR TIN ~~a ~ DESIGN EL.O'd ENTRANCE WIDTH=96 Fi 3' '
i ~ i - - \ I DEPTH 0 5 ~ ~ DEPTH=0.5 FT 1 I ~ W
(j ; L 3/4" ExTERInE END N11DTN- END N11DTN=5 r=T A '
I BURY BOTTOM _f PLYWOOD ( UPSLOPE TOE POSITIVE GRADE 1,OX MAx. z LENGTH=ZQ I ~ - i OT PLYWOOD LENGTH=20 FT Rc~ I i
I 4" ~ I i "
I SIDE SLOPES ~ I PLYWOOD INLET PRQTECTIOPi 2 : 1 (MA%.} 9 CONCRETE Pr1D DET,~IL
i ~ ~ ; ~ TRENCH C-t I I -
m ~ ~ ~ ~ , STEEL ~ UPSTREAM END _ 3 z ~ ~ FENCE ` ~ OF STORM DP.AIN \
I h ~ POST ! r q STEEP WT OR FlLL SLOPE r c
5" ~ ~ ~ ~ I ~ 1 ~3 PIPE a n p l LEVEL SPREADER ~ I ~ NOT TO SCALE
~ I , DIAMETER C-t F(Ni5HED i GRADE ~ ~ - ICI
I ~ °-R za PALNVIEW ~ i n o~ ~ ~ I I ~ _ _ \ /
A. ° n a ~ it ~ I ~ ' u y b ~ ~ 3 Z H ~ ~ FH-I I \ ~
oocoooc aaooooa x ; 5 S'::~>::~'-:. I i
~ c-~ A Y I
SlLE PLAN ELEVATION I f FINAL BACKFILL.
- SLIP RESISTANT CLEATS ~I WASHEp STONE ~ u ~ HARDWARE CLO IJ \ 1 I V 1 ~j ( I I
F.LTER ACROSS TOP ELEVATION OF SIORNWATER PIPE INLET -~QS~_1, I 1 ~ ~ I ~ ~
I ~-•Lr-~--U"1, jyST WASHED I ~ H W ~ , ~ f / - BACKFILL salt.
STONE ~1 I~ { 6 ;TONE FILTER INLET PROTECTION 0 0 gESIGN OF SPIL WAYS I~ 24' ~ ~j
_ ~L ~ C'~ I .__....__..i EXISTING SLOPE ' 12" - DRAMAGE AREA WEIR LENGTH i , I-- - - ' ~ H H i I 44 .::................~................:a ;6 ~ ~ NN
i (ACRES} (Fi} ~ CLASS 1 RIP-RAP FILTER FABRIC I { 1 4.D VARIES I ~ I ' W I 2-0
ELEVATION i ' 3 s,o ~r MA><. 4 10.D VARIABLE AS D~FECTEO BY THE ENGNfEft 1 /2 OF 24" RCP ( - W m Fri F~
' S 12.D I E WARNING SfCN I DIMENSIONS SHOWN ARE MINIMUM _ I _ F11 II~~ TOP EL-280.0 F.~I ~ ~ i, ~ INIgAL BACKFILL
I - _ _ q3 OR ~4 REBAR HSl?B'. v 38" I-i
L L EE r^R ECT N REA L L EXISTBNG SLOPES HEIGHT & WIDTH QE'~ERMlNEG BY ~ MW. 12-1 J2 GA, CORROSION RESISTANT MATERIAL ExISrINC roPOgtAPHr AND ~ INTERMEDIATE
SEDIMENT STORAGE REWIRED. I MiN. 10 CA L L L _L YNtEs RUBBER, PLASTIC I uNE xtREs
NEY RIP RAP BiTO THE OAM L L_ L L VARES FOR sTA84lZATN)N. I 6" 7 STONE
CITY OF RALEIGH ; L L L L. L _ DEPARTMENT OF PUBLIC UP,LiTIES I GRaDE CONCRETE FACE ! nr~ROacls ~ w TO TOP OF LEVEL - ENCOUNTERED
S IP RESISTANT B•-r ~ 1 ~ SECTION A- A STANDARD L I I SPREADER 12" O.D. OF PIPE 12" MAXIMUM SIDE CLEARANCE O
MANHOLE STEP DETAIL , - S T5 W .ti:.;d= . WEIR• e;t1~ t -KEYED RR RAP ORANGE. UY RESISTANT, 4 DWG. 0. REVISIONS DATE REVISIONS DATE ~ ~ ` ~~'~i.-r.~}: s:~'.a;c. HIGH - lENS4E STRENGTH, N~y W
S_ 28 RRH 3-30-0 z ~ ~ ,::.t--"~ I Pa r BARRrcAOE FAernc (TrPLCaL) W 48"
~ ~ I T wAaED STONE ~`-1 y ~ ~ ~ j FRONT VIEW { NOTES:
NOTES: I R m o FRONT VI W STEEL Posy 4C" 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN I I FROM THE INSIDE FACE OF THE SHORING AND BRACING.
~ NOVEN PARE FABRIC ~ i7 $ 2 A I WARNNG SIGN t. METER AS MANt,fACTUREO 8Y SENSUS OR SCHLUMBERGER, a o= O m `a 2. NO ROCKS OR BOULDERS 4" OR LARGER TO 8E USED IN INl11AL BACKFILL.
o Dm d - ORANGE, UV RESISTANT, 2. TEES ShlALL BE MAlLE.4BlE BRASS, FLARED FITTINGS. o m cT TREE PROI'ECT10N AREA u ; a = ~ HIGH - TETNSIE STRENGTH, a 1B" 1 ~ ~ ~ z I 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE LATIVE MATERIAL. W W
3, BACKFlLL TAMPED IN 6" LIFTS. ~ A EXI5DNG SLOpp o o POLY BARRICADE FA~GC {1YPICAL) 4. 4" MIN. ANC 92" MAX. VERTICAL CLEARANCE FROM TOP OF METER TO I i ~ 1Q STEP SE UENCE ~ ~s DO NO? ENTER I 5 5 ~ 4, BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAfFiC AREAS I ~ ~ W CW7
T OTTOM OF METER BOX. z 0 z BOTTOM OF METER BOX COVER 4" OF 67 S DNE IN B I ~ I ~ i ~ 2
5. FOR 1 1/2" AND 2" WATER METER BOX INSTALLATIONS, USE M crane WARNING SiGN DETAIL NOTE: PLUG Uh GB-SO-4 FRAME AND COVER. NOTE: PLUG UNUSED ( ~ ~ ~ _
S. OPENING SIZES: 1 1 2" TO HAVE 13 f/4" FLANGE, I ~ NOTES: CONNECTIONS V / ~ WARNING SICN5 70 BE MADE Df DU!7ABLE, WEAiHERFlR00F MATERIAL CONNECTIONS WITH CONCRETE 12 E W w ~ U FORMED 3" THICK 24" RCP BACKFILL RE'~UIREMENTS R.C.P. CULVERT z a ¢ ~ ~
I 2" SERVICE TO HAVE 17 1 /4" FLANGE. , ~ 1£TTERS iD 9E Y HIGH MINIMUM, C'.EARCY LEGIBLE AND SPAfd'O AS DETAILED. FORMED 3 TH 7, COMPARABLE YOKES WiTH HIGH RISE BYPASS AS MANUFACTURED BY FORD, ~ F° NI SIGNS SHALL 8E PLACED A7 SO' 81AYIMMM INTERVALS S MIN M IYACE A SIGN A7 EACH END OE LN'EAR TREE PROTECTION AND 50' ON CENTER THEREAFTER ( ) C-1 0 ~ o: a - -------U a ~ 3 ~
MUELLER, AND A.Y. MCDONALD MUST HE U ED. ~ 5 FT -L- f~ TREE PROffCRON AREAS LESS 7HP.N 200' !N PERBIETER, PROVIDE NO LESS THAN CNE SIGN PER PROTECRG4 AREA 8. METER 90x FOR 1 1/2" ANU 2" METER TO BE C8S05 FRAME AND LID. ~ j anaa+ scNS sEru~Lr to ~cNCr Posts AND faBRic. - ~ O O ~ ~ / i U O U
TfgO CU FTJAC,RE 5 Fi MA!N7A7N TREE PR07EC7i0M fEV^E ;HRWGHW7 WRATION OF PR0.1EC7. ASPN;AL T PAVEMENT PATCH w ~ ~ ~ I
IJO1E5. \ ryh ~J MAX J D[ v E ~j AD017i0NAl SIGNS MAY BE REOUIREiI BY C11Y Of RALEHH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDIACNS. \ I C PiACE A SfGd AT EACH fN0 ~ fJA'EAR TREE PROTFCT1011 AND 56' QV CENTER YHEREAF/ER, i i. USE FOR IXtAk1AGE AREAS I T NLY ~ U U VIEW A-A I I t o
TGP of GROUND NoT ExcEEmNC s (FIVE) ACRES. NOTE: FOR TP.EE PP,OTEC iflN 0 I N ~ I NO NO ~ ~
2. EARTH BERM SHALL BE STABiUZEO w/ SEEDING ~FlITER ACCORDING TO TRIANGLE SPECIFICATIONS. CRASS SECTION FABRIC 11 .:.......'NEkP.'n@C.t3°.NINJANIFA'Dt??H::.......':r-....°..^•.°°..,.. ~p N/ O
3. USE CLEAN COMPACTOR FlLL MATERIRL FOR EARTH BERM. DVERFlLL 6' STANDARD TREE PROTECTION DETAIL A MINED 9" FREEBOARD Fat sETTLEMENr
I ~-METER STOPS, z1' I Fi f7W > ~ MIN I I O D 1 I,
? 2 REQUIRED FORD 1.5" CLASS 1 RIP RAP
~ - 1 s ~ TD FT MW ~ AVERAGE ~ 13° X22° I( _
DIM. A ~ 5 FT ~ °'°,P Qc ~StOPE AUX ~ ~ X F ° "dfl 1 1/2" - 13 1/4" ~ MA ILL ~p I f : ~COyiPACTED,FILL t E%1511NG SIIBGRADE
2" - 17 1/4° FILTER is SIDE SLOPE ~ ( FABklC ~ MAX ~ NATUfLAL I
- FL.. Q'tOUND ~ / I if that i am I I hereby cert y
2'-0"~ + MIN ~ J 1 ~ ~ - m 3 A I A ~ a civil engineer, registered I in the Stote of North
~ h m 3' o ~ ~1AINTENANCE i CONCRE z 3" THICK . Carolina, and that this CONCRETE BOX --~--'Y- ~ 38~~ I plat is in all respects
~ ~ MSFECT TENP<~ARY sTrnart tEVS AFlEa EWI roam of 9pJ51GNT auNTxL asy5ec ¢~¢IT Alp RbsOAE TMP m Irs awaiw , auExenNS vAUM n¢ sonelr Nds ACCIA9N0®m QYE-NNr THE t~~cN DEPTH or ns TRdr, t>u¢ AE mnn AUT a anwTV a I ~ ~ correct and was prepared
I ~ m ray, i '~t a oESadAtm wssrosu NFA A,o aaa.ozE M COILVMATEt7 rAaT sa ME r,NAVtL rM81C. I \ \ / ` I O A 8 ~ tlIEC% ME 51Rv1CTAH f'~ G°IIM~ PROLE EfN701 Q APING. f vPo6(Y,CAS.LY %IEp( 81E OFfM Or 9G SAli1Y 10 WlIRE R 6 A IdINW - - - - ~ by me or under my NorES: direction.
~ m ~ p 7.5 Ff ScI.OW THE L0~ TOR Q 1FK EAiBN1001L aMEOIATELY 11dE ANY ~TIIEMENT CF A4 FIBMMI@IE m 914HCY AB04 OF907 -15535 SOLID COPPER DISCS ° m> 2 REQUIRED, MUELLER OR EQUAL ~ y ~AOE aNr rrP Rw uw>® waa me eawY rsr ~ REFSACFA A1biE61AiIIC ~ 1, TrIE PA4EMENT SHALL BE DEFSNEO 9Y A STRAIGHT EDGE, PREFERABt.Y A MACHINED SA'w CUE. 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACiCFTLLED tflTN SUITABLE MATERIAL AND COMPACTED TO A DENSI
CD a ~ ° rtri cpYSmucna+~ s[Tat NL asTUa~o Mus Aeox RTE r~rvT ~ Nm oowsaur Irta ac T+rAP ~xfcnuTar AF>~ \ ~ ANCHOR RING R• o ~ ~ 2" CURB STOP TYP v ~ A ~ v i OF AT LEAST 95R OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL Ifr ACCCRDANCE 'A7TN AASH70 T-99 AS MODIFlED BY NCDOT.
o 'BRASS" COPPER SETTEE' ~ ~ ~ / ALl COPPER PiPE, m / / / ~ ~ , / 3. THt" FlNAL S' OF FILL SHALL CONSIST OF ABC MATERIAL COMPAC'FEp 70 A DEN97Y EQUAL. TD SOO% DF P1AT i OBTAIPFED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE W1111 ASSHTO T-80 HS MODIFI"~ BY \\`,~t~llii~~~~~/ N000T. BINMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPR04ED BY THE ENGINEER. c~ t^ f~ ~ Cr f' CA
J TYPE K-IN LENGTHS -ND ~ 2 14 I T BRIO R F L ER FA O i INLET INVERT=278,0 - 4. iliE EN17RE THICKNES5~4ERTICRL EDOE OF THE E%STS cHALLTBEKREINSTALLEO BUi IN NO CASE SHAt.L TsIE ALL ~.~N JTIIU\~TI1J Pv SHALL tJE IN F~Cv~IiDA~~C~L,. V~~ ~~'71~0 O 5. THE SAME DLP1}i DF PAVFs1EN MATERIAL VMI ~ ~ /
~ CETY OF RALEIGH m ~ " W DEPARTMENT OF PUBLIC UTILITIES GRAVEL BEDDING 0 15 I ASPHALT BE LESS THAN 2" Sr1ICK. r~ 7V r I 1 "`!l('1T ?~F7(~C^ Q~ ESS/ ~ 24 RCP d, THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY f0 ACHIEhff A SMOOTH 'FVI I H VI ' I I-l~ I~ALCIGI~ AIVL' IV `-i~v I ~TANDP .RJ•3, \ ~ Q,~ 1j
~ t 1~2" THRU 2" WATER C_~ TRAPEZOIDAL RIP RAP LINED CHANNEL LEVEL PATCH. I SPA CINt,A11ONS AND DETAILS ~ Q ~ A
SERVICE INSTALLATION - ~ 16 6 r ~ - LEVER SPRtADER S~VALE DETAIL ' UTIL'lY INSIALLATIGNS AND OTE-fER PUBLIC ~ 2 9
U 13 DWG. N0. REVISIONS DATE REVISIONS DATE C-1 ~ C-1 W-27 3-1_87 'Y.G.A. 2-31-91 I - FACILITIES, INCLUDING SIDEWALKS AND HANDICAP
Y.C.A. - - RRH 3-31- EXISTING GRADE ~ 2' , - , T> ~ I I , -w-T~ ;F gGIN~ RAMPS ARh_ TO BE CGNSIRJC.~D Qlv A_L ~,h~>=~~~ v~~
f ~ ~ r~i I . ~ /i~iq ~ A~ SPt~IFIED B( i,ITY CODE. T, ~t~F F,~GIL.TIES ~i~~ R D. KP
I BERM p . ~ i-1AVE BEEN APPROVED BY THE CIT'f OE RALEIGH ~~N111111111~,~~~e~e CIiY OF RALEIGH
I ~ c~Nm~ EroaaEERINC DEPARiMEYT AND SHALL BE SO INSTALLED UNLESS A CHP,NGE DAZE SCALE
~ I 2 , ~ I aT I RE415IDN5 a~>F: y~„~ 64AWil9Y ~ IS ALITHORf7_ED B~' WRITTEN APPROVAL, PUBLIC 1~16~02 NTS ASPHALT SANITARY SEVER EASEMENTS ARE TO BE RECORDED osAV~ BY CHECKED eY
t? I r-- ~ ~ APPROX 17 PAVEMENT PRIOR TO FINAL ACCEPT,ANC;E.
o ~ ~ ~o C-t PATr"H DCR edk sr©.x 7G.4~1 SIGNATURE:
/ EXISTING ~ 1 STREAM i ~ ,A p 18 CLASS ! RiP P P , REVISIONS
o I PRCFILE N I CNIE~ ENGINEER
~ I N I, IN\IFRT FI F`Jr]TIf1N14 nF INI FT ~ c' -~I
I~I~ nF ~nRl ir. I ITII ITI~~
U AND OUTLET OF TEMPORARY
Li STREAM CHANNEL SHALL MATCH J TRAFFIC ENGINEER _ PROJECT NUMBER
EXISTING,
d. / 18 p TEMPORARY STREAM DIVERSION (NTS) 01.1982.60.11 CONSERVATION ENGINEER SHEET
C-- 1

~ ~o APPROVED METNW FOR EXTENSION VALVE BOX NOTE: 2'x 2'z e' CONCRETE
n 9L,r ! PAD REWIRED 0.N All VALVES .~~"-$//~22a, COVER NO PRECAST CONCRETE DOUGHNUT A1LON44. 1 4 FINISHED GRADE
FINISHED GRADE PVC iU D.I. PIPE ADAPTER -USE 'FERNCO PROPERTY MINIMUM 36" HORIZONTAL CLE w COUPLING 445-4C1' OR LINE y FROM AN CBJECT. 36" HORIZONTAL CLEARANCE ~'^7Y4 + 6" ~ D.•d: >.'A,',p ~ ~~Y OBJECT. 17~„ ~ .y ..•.p fl f
I ' ' / APPROVED EOUAL TO SEAL.
~ .d: 12° ' I i i FIRE HYDRANT; PUMPER NOZZ 57 ' ° ` TER 2' V t / (RANT; PUMPER NOZZLE Td i .d ~,'I
' e~'4. l 45° PVC SADDLE BE POINTED PERPENDICULAR 1 . i 6" v, H "ED PERPENDICULAR Td STREET. , ~ H I N` . D.'Y 'A FINAL
I - PIPE CROWN TRAFFIC FLANGE BETWEEN i B~. STANDARD VALVE BOX BACKFILL / ~ ~ FLANGE BETWEEN TOP 5ECT10N TO BE 2'
6" CONCPETE HEADER FINAL UNDISTURBED 501:. 2" - 6" ABOVE GRADE ABOVE GRADE ~ ~ 80 LBS, HEAVY WEIGHT Z{ ~
BACKFILL ~ ~ ~ I 5' 3`-6" CL SIDEWALK K 3'-6" CURB AND GUTTER ENT DOMESTIC UNDISTURBED 501E O~
B' 2 -0 MO U . PAVEM ~p~-~y OASTfNG ~ ~
~ STAINLESS STEEL g VA PAVEMENT ~ ~
CLAMPS I ~ VALVE BOX 6" GATE VALVE CdMPACTEO BACKFILL CONC, THRUST •'~a'; ~ VALVE BOX i'<'°" d'1'r":ait:~ \
.e< ` ^ A. t/a• R ~ I COMPACTED BACK e" i-3° R (TAMPED IN 6 UI Ol I (TAMPED IN 6" LIFTS) BLOCK . J:4< COVER r}: x;' 2.-0,.,•: ' ~ ' INITIAL
.~`L; . _ ~ BACKFILL UNDER PVC SADDLE, r•. I USE 5" DUC71lE IRON BACKFILL ~ ' MIN. BRANCH PIPE t. PIPE FOR EXTENSIONS VALVE
'i J' c - ~ ~ " _ INITIAL ADAPTOR, ANO CAST IRON BEND 8" MIN. BRANCH PIPET - " "a T• BACKFILL Vr1TH#6i STONE AS SHOWSN ON MAIN 8CX SPRING LINE >5~0:` /~67 STONE l 1 ~ a~~° 's ~J' U
Y 4.~ Q e ~d, ~ ~ NAUNCHING H ,~Z ' PIPE GRADE F--I TAMPED ~ f g.=°
I "d 1 ~ + CONC. SETTING SLAB `3/4" NOT Dlf 3/4" NOT DIPPED BACKFILL ; ~ 4" BEDDING I ~-I
`GALVANIZED I 1'-3"x 1'-3"x 4" THICK RCO MAY BE `GALVANIZED BRIDLE 1 - ~ RCD MAY BE COUPLED. r+
~ -6 ~ : MINfMUM SIDE I-3000 P.S,L CONCRETE CU81C YARCS PER FT=0.0585 ~ STONE 7 CU, FT. CF ` TAMP WELL UNDER ~ MINIMUM SIDE ~ 6" O.D. OF PIPE 6" 7 CU, FT. CRUSHED BOTTOM HALF CLEARANCE /y~
~ .0. OF PIPE 6" CLEARANCE THRUST BLOCKING SECTfON A-A WHEN ROCK IS PIPE CROWN STONE MIN. STONE MIN. Y r A TH. OF PIPE IJ-{ NDI$.URB~D E R
1 ENCOUNTERED 12" O.D. OF PIPE 12" `CLEARANCEIDE 45° 45° NOTES: A NOTES: 1. FIRE HYDRANT SHALL BE AS MANUFACTURED: Mi E AS MANUFACTURED: MU0.LER, AMERICAN DARLING, KENNEDY, M & H, ~4 ~P,PJE I
i. Trenches requiring shoring and bracing, dimensions shall be taken fram the WAffRCUS, GLOW, OR AVK. inside face of the shoring and braaing. SADDLE 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA Ct VK. STAB-IN CJ. OR warE,. TYPICAL TRENCH BOT70N GIMENSiOP~iS fGR DUCTILE IRON AWWA 0750-96. DJ. PIPE GASKET 0
1/S"MAX. ~ 3, 6" GATE VALVE SHALL DE AWWA C500-86 OPET BE AWWA C500-86 OPEN LEFT, MAIN SDR 35 PVC GRAVITY PIPE O
5" 2. No racks or boulders 4" or ;anger to bs used in initial boekfll' I 4, STEEL RODS AND BOL75 SHALL BE 3/4° HD7 I% 6" i SHALL BE 3/4° H07IXPPED GALVANIZED. S TAMPED ~T~....,'.'•:::.:'.:'•.i..':'~'~ NOTES: ® i INSTALLED IN TRUE VERTICAL POSTION. 5 1/2"-5 5/8' BACKFILL • • 9. For trenches requiring sharing and bracing, dimensions shot{
I 3. All backfill material shop be suitable native material. ~ PIPE SPRINGLINE S. F;RE HYDRANTS WILL BE INSTALLED IN TRUE VEF - ~ S. MEGALUGS MAY BE USED DN FIRE HYDRANT 8W -~-7 4. Backfll shall be tamped in 6" lifts in traffic areas, 12" in R00 COUPLING 1S EXCEEDED. T) ON FlRE HYDRANT BRANCH LEGS FOR RODDING IF MORE THAN ONE . , be taken from the inside face of the shoring and bracing. .OED. NOTE; VALVE BOX NOT TO
non-traffic areas. 7. FIRE HYDRANTS TO 8E LOCATED IN ROW OR 7 F 1" LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW, coNTACT wAT1Di MMN 2. No rocks or boulders 4" ar larger to be Used in initial backfill. ~ (Yj xaR vuVE, 3. All backfiil material shall be suitable native material. H
5. Achieve 80% compaction in non-traffic areas, and 95% compaction in ALL TRAFFlO CASONGS MUST I STANDARD VALVE BOX ~ aASS 3s oR a1EATER. 4. Backfiil shall be tamped in 6" lifts in traffic areas, 12" in ~ H Q
traffic areas. 607TOM SECTION norrtroffic areas. . ~ Cn
6. ii in easemeni 4" topsail, and 12" dean select fill is required. CITY OF RALEIGH SADDLE INSTALLATION LIMITS CITY OF RALEIGH ANY1tME SITE WORN, CoNSTRUDnaN, ROAD woRK, v, ROAD WORK, CITY OF RALEIGH ~ CITY OF RALEIGH CITY OF RALEIGH W
A DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES *~Hp~Flpf RroRab~T, n+E~~RS~ITMRESP°~ONSIBfE 7, No boulders 8" in diameter ar TRENCH BOTTUM DIMENSIONS 8 BACKFlLLING LATERAL SADDLE INSTALLATION THE FlRE HYDRANTRTOPSatAY~THIN~COMPL$ANCE, ~s p ~B~ DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT dF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES z 1t AD,NJS7ING F'~i W
- greater allowed. REOUIREMEN75 FOR DUCTILE IRON BETWEEN JOINTS DETAIL FOR PVC PIPE A AND REINFORCEp CONCRETE PIPE• 3 4 r D4MPLIANCE STANDARD FIRE HYDRANT s 7 A•-B' VALVE BOX INSTALLATION rRENCH BdrroM DIMeNSIONS AND BACKFiLUNC ~j W ~ 5 6'-B 1 fv 1 REQUIREMENTS FOR PVC GRAVITY SEWER MAIN H R+ INSTALLATION DETAIL AND EXTE,lS,ON DETAIL
I L WG. NO REVISIONS DATE REVISIONS DATE D G, N0. REVISIONS DATE REVISIONS DATE D . N REVISF NOTES, ~ 3-1-8 RRH -30-00 3-1-8 -1 D . N REVISIONS DATE REVISIONS DATE 5 iD I °'-1T` DWG. N ftENS10NS DATE REVISIONS DATE 6 DWG. ND. REVISIONS DATE REVISIONS DATE ~
WHEN A DRIVEWAY IS TO BE CONSTRUCTED WHERE CURB ANO GUTTER EXISTS: THE CURB MAY BE REMOVED, AFTER S_e} _ _ S-31 _ 12-31-91 -1 _,17 _ _ _ ~_5 Td NOTES 3-1-87 D.W.C. -3-99 W 4 7-7-8 W ~ RRH 3-39-QO 7-2-82 P.RH -3Q-00 {III ~II~ ~'7 0
SAWING WITH A CDNCREFE SAW i0 A MINIMUM DEPTHS OF i 1 2" IN THE. GUTTER AT THE ENU OF THE 3° RADPJS RRH 3-30- W-4 AS PER THE STANDARD CURB & OUITER SECTION: AND SAVED PERPENDICULAR TO THE CURB AT THE ENDS OF THE RADII. TYPE A H ~ I:~
PROVIDED THE DUTTER IS IN GOOD CONDITION, ANO CUTTING THE CURB IN SUCH A MANNER !S PERMITTED BY THE 5,_3. ! roP,oF cuRB NOTES PIPE aunET To FLAT AREA WTH No DEFNED cHaNNEL INSPECTOR OF PUBLIC W'DRKJ. v,_.-____.__,___..-__...__..__,-_...__ 1} 1HE S{~E aF THf. GUTTER Ta ITH NO DEFINED CHANNEL CITY OF RALfEGH W SIDDEwALx ACCESS RAMP --A 5'EE NOTE ;!3 ara SIDEWALK ACCESS RAMPS 1 f2' EXPANS+DN JaNT s4" wuN. sNEEr 4 of 4 GENERAL NOTES
c ~ _E_ 3' rpB sla€ 0 SHLL eE~H 0 FRGM THE WHERE THE SAWED JOINT WILL LEAVE A SECTION OF CURB & GUTTER L~5S THAN FNE (5'J LINEAR FE~ aN E
THE ENTIRE. SECTION Of CURB MUST BE REMOVED TO THE NEAREST JOINT. j +2 3/a° - 5~ THE CAtCN BAS~t. THE SLDPE OF SIDE ELEVATION I r THE GYITIER TO 7NE cATCN BASM A & 1. NORTH CAROLINA GENERAL SPATUIE i36-44.14 REQUIRES THAT ALL 5' SIDEWALK STREET CUR85 @EING CONSTRUCTED OR RECONSIRUCIE6 FOR MAINTENANCE
CONCRETE FOR CURB AND GUTTER g rHE DoxMSTRtiaM 51DE, a " " w SHALL CDNTAIN t•!OT MORE THAN ~ rnuR n~iNCAT~tz~i ensu~ore PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTIONS CF UINTIES OR Iw M ALTERED FOR ANY REASON AFTER SEPTE;d@ER 1, 1973 SHALL PROVIDE $iDE'NALK
6.6 GALLONS OF WATER PER BAG NOT LESS 1.5 B.B.L.S PER CUBIC YARD. _ _ t^ TREAD suRFACE t• °A °P` 01 Pe` a} STEPS s+AU eE INSrAL~O IN y yYypgp ts• Dap ly yH, AU CATCH BASDYS O4ER 3 IN DEPTH. ACCESS RAMP5 FGR THE PHYSICALLY HANDICAPPED AY ALL MTERSECfl4N5 WHERE NOTES: BO7N CURB AND GUTTER AND S!DEWAU(S ARE PROlIOED ANU AT OTHER POINTS p ~ d- GRASS STRIP D DF PEDESTRIANS FLOW.
FORM MUST SE ACCEPTABLE TO ~ A -f--ur ro r rxd w ar asa DEPTH stAtt BE MEASURED FROM Tt~ ENGfNEER. ' A - ~ ToP of THE g1T7ER ro THE wuERr L 3/4 HOLES FCR ° (1) d m 1.5 TIMES THE MAXIMUM STONE IN ADDITON, SECTION 226 CF THE 1973 FEDERAL AID HIGHWAY SAFETY AC? i Le DIAMETER BUT NOT LESS THAN 8 REWIRES PROM90N OF DEPRE55E0 CURBS 414 ANY CURB CCNSTRUC1EO AFTER
HANDLES 15 5' GF THE CATCH BA9N. 1 -SEE OETNL- 3) SOLID CONCRETE BRICKS MAY BE RJCHES. , o'~~a~' JULY 1, 1976 W~iE1HER A SIDEVIACK IS PROPOSED INIt1ALLY INi IS PLANNED FOR 2 d = 1' ABOVE MAXIMUM TAILWATER A FUNRE DATE.
-1 STANDARD CURB ANU GU~fTER 5~CT10fV ~ ~ Dstnw4zazeoR4zBZts~zES. _ 1• it?¢ F" z?"H 5. 4) NfAOT APPROVEp PRECAST FOP ~ a ~ ~ TW OF CHANNEL BANK (WHICH- I A THE AMERICANS VATH DISABIUTES RCT (RDA) OF 7990 EXTENDS TO INDMOUALS EVER IS LESS). I sTR aRe WITH DISABIUTES COIJPREHEN94E G41L RIGHTS PROTEC7IGV SIMILAR i0 THOSE PROVIDED TO PERSONS W THE BA515 ~ RACE, SEX, NATIONAL ORIgN AND
CONCRETE BOXES ACCEPTABLE rwnsic - wore ~ DSING STANDARD 5' CASTINGS. ~ RELIGION UNDER THE THE CiNt RIGHTS ACT aF 1964. THE AWPIED ~bEWALK (3) La =LENGTH OF RIPRAP APRON. ACCESS RAMP5 HAVE BEEN DESIGNED T4 COMPLY WITH TIT E III OF THE RDA,
PLAN OF COVER B $EL1KN A-A THAT BECAME EFFECTIVE ON JANUARY 26, 1992 AND A5 AMENDED, n SIDEWALK ACCESS RAMP THE ADA REQUIREMENTS FOR DETECTABLE WARNINGS WERE SUSPENDED EFFECTIVE PIAY i2, 1944. 111"~~~111 ~J
PAVEMENT OP110N I 5. 3000 ~ T " BE OW GRADE 1 " MUS BE 2 L u STORE DU> e•, wrowre QotBZmc urmtTKxsra ow 1 2. SNEWALN ACCESS RAMPS SMALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE ~ HH Itzzntc arEN ~ ~ PLANS OR A5 DIRECTEA BY THE ENGINEER. SIDEWALK ACCESS RAMPS SHALL BE
P.S4 3' CONC. IJY D 4" f~•)>~ WA9Ha) $fWE BEING MAIa%AL Etmxw NATZGx. LOCATED AS INDICATED IN TH£ DETAII HOWEVER, THE LOCA110N MAY BE ADJJSTED ~ a NOTES: FOOTING SIZE„~ 6,5'(UNLESS DINERWiSE SPECYFIEb) i DEPRESSED CURB A5 DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FlRE HYDRANTS, I
N OUT IS Ild PAVL-MENT PROPERTY ~ n' B . , . WHEN SEWER CLEA D LINE l4 t~° ---?-ll'~-.~----2'-all ~ -+?~'I th' e'~rottDav d'Js!)~IIIT MUST BE INSTALLfO INSIDE A VALVE z'-a z ' 6' -ttowstrDEty ~ sa ~aTP I -..1 DROP INLETS, ETC. AFFECT PLACEMENT. AT ALL LOCATIONS, NOT LESS THAN 2 FEET
BOX WITH COVER LAHELLEO SEWER. I CAST IRON OR BRONZE s-s° I ~ CLEAN OUT PLUG SECTION A-A TYPE 8 I 1/2" EXPANSION JOINT OF FULL HEIGHT CURB SHALL BE PLACED BETWEEN DOUBLE RAHIPS 15" - 2a' A' r7 SiAIAIARA 2' 8" /V a4' _ ,+A• ,Y 2a° 4. i21 N d>f>g a ~ DOUBLE WNEELCHAVR RAMPS ARE TO 8E INSTALLED AT ALL PUBLIC II~F 1.
FINISHED ~ PIPE OUTLET TO WELL- DEFINED CHANNEL Se' - s!' ,8' 79` STREET INTERSECTIONS WHERE SIDEWALK IS REWIRED. WHEN SIDEWALK IS NOT :D CHANNEL I REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP LOCATIONS AS SHOWN ON SHEET 1 OF 4. ~~11
GRADE , zt t/4 7 ?s~°._6_ =¢J - sy'~7~_-~;$~°?r'=~'H S S7MIDaRD Ck S1EP sT='4.'4='4•= 6c~-'ba - i e" 4 5 71/7 31kWA[X i~(EaS RNMP 3. THE WALKING SURFACE SHALL BE SLIP RE~STANT. COLORS FOR THE RAMP I
-1 R' G~b'6'S~'/iG~bT'~ '~b///b'4'y~i,T b~'~ - 3 ® LO~NO~S F"'r-?I o l a PAVEMENT CURB f 'o SHALL @£ DARK CHARCOAL CRAY FOR CONTRAST WITH llfAiT PATHWAY COLORS T~ H b SECTION "A-A" AND LIGHT CONCRETE GRAY FOR CONTRAST PATH DARK PATHWAY CWgRS AND U 1 IJ..( FOR ALL RU@t!C STREET TiE-INS 41ALL BE AN INTEGRAL FART DF THE CONSTRUCTION MATERIAL. IRON OXIDE v 1
Ul ~ N °.d• ..P..4. SECTIOW B-B e r ~T PIGrAENT SHAll BE USED AT THE RATE OF 25 LBS, OF PIpXENT PER W. 1 7 YARD OF CONCRETE. I-~{ F-I
W •'NOTE: o a TOP NEW ~ p e a Z n c T•° I. I b I O Ci THE FULL LENGTH 0, THE SER7liCE DI,CH SNA? L ~ ~ ~ s~. ~o s, , ooooGOD wNGfL BDTfOM H w 4. NO SCOPE ON TFff 90EWALK ACCESS RAMF SHALL EXCEED i'/1' (i2;1} IN I ~ L, '
~ BE COMPACTED 1N 6" LIFTS WITH MECHANICAL TAIv1P. . ~ ' • ~ -'~'~}--"'M ~Q- m 7-9• HPFS 77' -t i A, fY 10PE 121WX -1' 1/i) a~ RELATIONSHIP TO THE GRADE OF THE STREET. T/1 5, iN NO CASE SHALL TH WIDTH OF THE b I K A C V 1
~ ALL TAPS WILL 8E MADE US1NG MECHANICAL TAPPING sl/P 1 tnmaA.x I _ I 3 4` ~`~"-~1 19E -tY G1Cw PLW EIEWAIIab ~ MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND _ ~ ! goers ~ V-- ~ o 77~~NN~~~~ tt ff E Sr EWA_ C ES5 RAMP eE CE55 q~~qp~ THAN 40" (3'-4°) HOWEVER, RAMP MAY EXCEED 40". ,a 4' S sceGru csreax O _ 6. USE CLAS5 A (3000 P~) CONCRETE WITH A SIDEWALK FlNISH IN ORDER TO W
~ i- -i MUST BE BEDDED IN 7 STONE BEDDING AND HAULING ; . ° t z" sa, T sr arA psASS trcw N D ~ o MUST CQMPLY WITH REQUIREMENTS OF STANDARD DETAL r~_N w -Let/r ! r pit osaBO°ax u t° F~'I T F ~ gDflq~ OR AIN A RWCN NONSKID SUR ACE.
I~TI ~ D S-4. • . 4" D.I. OR ~5°--m-~ s r . trz a~ ti arp ~ a w~'w~x. ~1 n ~ PVC PIPE u' weuAl w m >s Q IXPAf~CN JaxT ~ 7. A 1/2' EXPANSION JOINT MMl @E REWIRfD WHERE THE CONCRETE SIDEWALK n . F"~ " " ACCESS RAMP JOMS THE CURB AIR) AS SHOWN ON THE STANDARD DRAWING. n
D ~ 8",10" OR 12" TAPPING 1 PI PIPE DETAIL OF HANDLE e'rBasstaaoxa w~, rD' r' m ~ ~ SADDLE OR !N-LINE WYE ECE OF ~f-„,re 15•x. ErEVpnau sECnaeA-A ~ ~'~'7 ^ I SECTION B-B 6. S;NGLE OR OIAGOFIAL RA11P5 ARE NOT PERMISS,&E FOR NEW CONSTRUCTION,
I ~ D ~ ~ ? { b . r •I SIDE ELEVATION ,r,,epSROC""~ sz I ate O Z o 0 1/16" OR 1/.8" C.I. BEND MIN. GRADE 19 ~ T'T I FOR RAMPS AT ASPHALT TO ASPHALT STREET TYPE DRIVEWAYS EXCEPT A5 SIIONII a 91EET 1 aF 4. OR PRIVATE S17tfE7 TIE M. f~i !!F""""111
w Z_~,~ ~I lA Z v A ~ CfTY OF RALEIGH C11Y OF RALEIGH GY1Y OF RALFIGk CITY pF RAIEIGN CITY OF RALEIGH
n m ITT D~ m ~ ,r CENTRAL LNGTNEERINO DEPARTMENT ~ D " CENTRAL ENCINEERlNC DEPARTMENT ~ a-e D 5 n r- m ! 6' gCll :D' Ui ~ REW5CN5 DAIS 7/aA>o GRANT 6Y. d(B ,"4f' REW$rGiNS DAiF 7J5/CO ORAIBr BY: +tB CENTRAL ENGINEERING DEPARTMENT CENTRAL ENGINEERNG DEPARTMENT CENTRAL ENGINEERING DEPAR1RfENT r~'1
xt o = 1.77' EXTENSION-' c'"" 2 z O U) ~ •'45° SEWER BARREL 4F PIPE TO WITH PERMANENT CATCH ~ 5' O.M. REYI51ON5 oAS T/D7>N saaw ar. aTa RE'TiSIQNS sAr: TJ3/OJ CRAPb sr: ne REVTSlONS oar- Tls/w owaw; s. ms CULVERT SIDEWALK ACCESS SIDEWALK
N Z ~ EXISTING • SADDLE REST ON UNDISTURBED SOIL PLUG CAF 8 I^~ - ~ BASIN 9 • " ~ Fy el CATCH s sense mA> e', aROwDE amssme wmrrnaa.N os ~ ~ CASTINGS BASIN 10 (uN.) o3Y wASSBB sIeNE aFDDlp6 NAtaw:. EmESme wmonaa~ ~ OUTLET RAMPS ~ 2 ACCESS O uamaa. PROTECrON ~ ~ - TYPICAL LOCATION _ RAMPS I ~I
' ~ ~ MAIN : ,FOR SADDLE INSTALLATION END ELEVA110N - $ ~ _1 W m ~ DETAILS, SEE STANDARD C,GMB(NATION LONG - DRAYANG NOT TO SCALE - ST1T. q 30.11 - DRAMBNG NOT TO SCALE TD, 30.01 STC1, # 40.27 STD, # 20.11 sTC, # 20.11
I I D I DETAIL S-31 & 5-32. TURN PATTERN ont0im ~ Y AND 1/$" BEND
I O
273.0 273.0 . 273.0 3 z
EMERGENCY SPILLWAY X 2 2.5 Lil ~
273.0 • 273.0 w ~ N ~ o z
27 ~ NEW 41e LEVEL SPREADER ~ ~ s
C-1 ..:.:273,0 ~ 7 NEW 6 LEVEL READER _ 'J ~ U
I IE-270.5 0 ~ ~ ~
IE=272.5 1 F 3 o ~ ~
273.0 N ~ U w ~ ~ I
I I o U 271. I N
273.0 271.0 I
E - 271.0 0 0
~ ~ r .274 °
f 271,0 N O O
73,0
I 272.5.
EMERGENCY SPILLWAY 273.0 _ f ,
I hereby certify that i am
a civil engineer, registered
I 271.0 ~ 270.5 i ~ in the State of North
271.0 l.5 "'2710 Carolina, and that this plat is in alt respects
273.0 i , correct and was prepared by `rrse or under my
273.0 ~ direction.
c~ NEW 23' LEVEL SPREADER C_1
o J
Q I ALL CONSTRUCTION SHALL BE IN ACCORDANCE ~~~11111111t11/// WITH CITY OF RALEIGH AND NCDOT STANDARDS, ~ CAR /~~i
f- W D I'-I rl n u ~~i SPEC,r,CA„DNS; A,JD DETAILS ~ 0 ~ESSr ~,Li
~ IE=272.5 . ~ Q~
N U EMERGENCY UTILITY INSTAL>.~TIONS AND OTHER PUBLIC ~ -
SPILLWAY FACILITIES INCLUDING SIDEWALKS A D A I AP - N H ND C - 6
RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY CITY CODE. THESE FACILITIES %F` gt?~NE~
' 0 14 15 ~ 13 v ~ I I F I ~i~ 3 EVEL SPREAD R HA.E B~Eh APPROVED BY THE C,TY O. RA~ElGH ii~9 ~ POND L E R p" KP ~
~ POND 1 LEVEL SPREADER POND 2 LEVEL SPREADER _ ~ AND SHALL BE SO INSTALLED UNLESS ACHANGE //~/f ~~~~^~30~~
N iS AUTHORIZED BY WRITTEN APP OV P I r. f1Unn R AL UB_I_ DATE SCALE
Cn SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL ACCEPTANCE. 1~16~02 NTS
I O SIGNATURE; DRAWN BY CHECKED BY
DCR edk
0
0 N CHiEF ENGINEER REVISIONS
ui Ur HUUM u i U i r
U W
0 TRAFFIC ENGINEER
r~l n CONSERVATION ENGINEER PROJECT NUMBER
J 0 01.1982.60.11,
SHEET

li I ' DIMENSIONS ELEV
Nf-W MANHOIFS USE AN APPROVED BIIUMMOUS II II I `I III I I ~I ro III III ' BASE SEALANT THAT SNAIL 6E PPfJEO I i.,. a I I 1HE TOP OF THE CONE SECTION TO PROVOE ~I .~'e. I , T BLOCKING d. e < NOTES:
~EC.O.R,STANDA~S-xs ~ I .x.'..•'. II THRUS \ e F F PD REMOVE ORtoANIC SOILS, ~INIMUM FOR MANHOLE FRAME AABt C01£R a WATER ra+T sEa_ s . a ~ • ~...l,L I 1. CONTRACTOR TO DEWA7ER Tri_ AR_A A.d lIMUM EMERGENCY SPILLWAY 10' LONG ~ 285.C ~ TOP OF DAM WIDTH 3' 288.0
.a.~..A ~..e , DEPTH OF 12 INCHES.
A~.D... 45 BEND iD. z'- " 2. WASHED 57 STONE SHALL COVER ALL SECTIONS OF PIPE A MINIMUM OF 12 I• ~ OVER ALL STONE, OF 12 ANTI-SEEP COLLAR ENG. SUBMITTAL REG'D f,.."I ~ R DlSSIPATOR PAD PER DRAWING ~ RIP AP I~ ~
INCHES. NONWOVEN FILTER FABRIC TO C an' MAZ e.lf c n. , ~.i 2 a:G. va ~'A. ANTI-FLOATATION DEVICE ENG. SUBMITTAL REO'D ~ ~
~ I TEN 3 8" YA INTERSECTION 3. ALL BURIED ENDS GF PIPE ARE TO BE CAPPED. PROV DE / ':a TEE TOP OF RISER 48" 284.43 ^
DIAMETER HOLES IN ALL END CAPS. I '~a iv 4'a 01 OUTLET PIPE INVERT IN 24" 279,0 ~
ECCENTRIC M.H. iAFiE MAY a ~ °o ~ a 'a' RE usm aN B• , to• u~o ~ ° ~ ~ ~ 4. 8"0 PIPE TO HAVE AASHTO CLASS 1 PERFORATION, PROVIDE 3 ADDITIONAL W OVAL OUTILET PIPE INVERT OUT 24" 272,5 TOF OF R15ER 284.43 n
" A 'p 17 SEMfR MAINS t~ Z i e ~I ~ I III 3/8"~ HOLES AT EACH PERFORATION.
I NANHOL£ CONE AND BARREL ( ! ~ I d, SEC110N5 SHALL BE AS PER A ~ I 9 1 ~ TRASH RACK 8-3.5" ORIFCES ®282.45 e ~ r-I BALL WATER LEVEL 100-YEAR STORM , CO
ASTM. STANDARDS THRUST BtAtlt o~ ':%::a".` I a S, CONTRACTOR SHALL FIELD LOCATE IMPERMEABLE SOIL LAYER AND INSTALL ~ v, ~~:~a~.•'.> I ~ WASH X57 STONE TO THAT LAYER. WATER LEVEL 10-YEAR STORM i-0.7" ORIFICE ®279.20 ~ TOP OF BERM ELEV. 286.0 ~
4'-6' DfL AS O 1 ~ ~o REQUIR© m a ° I I .fie,?. ;r' I ~ 6, CONTRACTOR SHALL GET APPROVAL FROM ENGINEER PRIOR TO THE WATER LEVEL 2-YEAR STORM 4$" RCP RISER i EMERGENCE SPILLWAY ELEV. 286.0 ~ 284.91 _
a a,": ^o" RING sEaL A A I " 'o` I INSTALLATION OF THE DRAWAGE DETAIL, -284.69 - - - - EARTH DAM ~j V u - H `z
4" ; ^ CR RAM-NECK o m ~ "tT "~S c I I I --I ! 14 I l y x z I ROAD ~I ~ ~ I - FORESLOPE 3:1 I--i 283.99 I I- -o------ M - _ --1
, BACKSLOPE 3:1 W I- FLARED END SEGfION AND W
e. p' k e LIBBER BOOT 7`~$ " NOTES• ~ - ,p•< LATERAL INVFRT SHALL NO ~ ~1 1. CONLRETE SNAIL BE 7000 PSI G'~ >~L -L I 4" PVC DRAIN ~ ~ I D!SSLpA?OR PAD P.!P-RP,? ,~j # 6''W X 16'L X 22"D r
~ ~A' • ~ DE LOWER 1HAN MAIN SPRING- 07 C y G d: e: •p' ~ , . o !;e AI.• x~ ----------_.~,LINE. MANHOLE NEEDS TO 8E Q m m 2 CONOEIE 91ALL NO! CONTACT rL q.,Cj BENDS FOR ' ' ~ I D''Dp.•:- •a ~I~ .@ ABOVE 10 `EAR RCOD PWN A- ~ n 1~1 BOLTS CR EW1S aF I&CHAR!CAf. •~Q~ r,A,; 4 I' I f STORAGE l.' l-r'! -'"I I SEDMEN Ii ~ I CLADD B RIP RAP
~ , 111 AND 1raNT TD BE 1 ' AaovE x x JONT TfTFWCS. 90° ANGLE ~'P',! ~ ' e' .L P•' • > 'Q 6" 100 YEAR FLOOD PLAIN. IN =Z Z ~ 3 TRDW£S SHALL OOtfUdt TO -~_II_ - -I- .I I ~ ~ m I I T~iil_u -1 ~ ~ ~
q• ,o.. D': N' s 1. A.. o a ~ E%CESS OFHO3'CABOVf CRADE N ~ - STANDNO DECAL w-a 9" CJ?SOE STEPS MUST BE ~ e. SR ST/JONO THRUST DLOCC S TABIES W-10 TNRU W-11. Fdi AREA -I ~ 1' ~ 1 ` ~ 11 ~ x%11 1~,-1 .,,~1 - 11 , ;r ~ ~ ,!i ~ , ,1 ~ ~ ,~SCL,,-,t~ ~ ~ ~ POND VEGETATION i -II _ ~.r~ i A
PflOhDED. SEE STANDARD C, ~ ~ CONE • SECTION A-A T S-26 FOR STEP DETAIL IN NON 1RAFFlC AREAS. TOP ~ ~ 5. ALL RHOS AND WixilEC110N5 (PER SEEDING SCHEDULE) 2'X2'Xt' I I -I ~ 'Q PERMANENT p00L li
FRAME ANO COVER SHAil BL j ~ I SHALL HANE CMCAETE MPJST INSTAllED A MIN. OF 1' ABOVE BEDDING FlNISHED GROUND SURFACE. I ''I I___ BOTTOM INSIDE MANHOLE ELEV. 279,0 24" RCP OUTLET PIPE
O ~'p SEE SEWER DE~SGf+ SEC1i0N COMPACTED FILL 4" GATE VALVE
J AN?I-SEEP COLLAR I r-- ENDCAP (TYP} ANTI••FLOATATIDN OEVICE ~ Q'y ~ REVISIONS H r.,
A n.e• <>•QV A MiN. R° COMPACIFA {67 STONE 1 I BAS< i0 BE IN51AiLED DATE DESCRIPTION - ~ ~
'0 UNDER NEW MANHOLE I. 6"A ADS N-12 PERFORATED IN NON-1R0.FFlC AREAS TOP a` ~ -
12"0 ARS N-12 DRAINAGE PIPE DRAINAGE PIPE. 15' BRANCH I 1 fRAME AHD COVER SHN.L BC - INSTALLED A WN. t>F 1' A80VE r ~ \ \ \ CROSS SECTION I ~ ~ / / / . /
Y~ FlNISHED GROUND SURFACE. EACH DiRECTICN (T,P_ •'a•. ~ ~ MH STRUCTURE CORE DRILL 9" HOLE 12" MIN W z y\, 1 i r ~ t W W
=a^. .a- fl . • CITY OF RALEIGH 4 f s T POND OUTSET STRUCTORc~ -FOND 1 w PERMANEN , Z a
DEPARTMENT of PUBLIC UTILITIES G. GROUT WATERTIGHT FES INv I BOLT THROUGH MANHOLE
~ 'TANDARD PRECAST SANITARY OUT=283.5 ~ WALL WITH SST NUTS & _ SEWER MANHOLE BOLTS TO MATCH FL^v ~mai---- 12" MIN IIII I~I~ ~
DWG. N0. REVISIONS DATE REVISIONS DATE i ~ ~
ECG. COIF. EXT BASE 8-17-81 Y.C.A. 1Y-J1-92 5-2D J-i-87 ARN 3'JO-40 I LEV ~ DIMENSIONS E W Ln
- t7 J ___.9.- EMERGENCY" SPILLWAY 10' LONG 278.0
MANHOLE FRAME AND COVER - ' t15' t15' (TYp} TOP OF DAM WIDTH 3' 279.0
L COVER 120 LBS. MINIMUM _ . ` I 1 7/8° ` INV=284.0 ANTI-SEEP COLLAR ENG. SUBMITTAL REO'D
t' I 8" DIP I , EN FlLTER FABRIC RIP RAP DIS5IPATOR PA.D PER DRAWING
1/4" C 12" MIN MRAWFI016NWJ OR EOU~ALENT 1 r5/S 7 I ' #57 WASHED STONE 180N OR EQUIVALENT EXISTING GRADE ANTI-FLOATATION DEVICE ENG. SUBMITTAL REO'D
- ALL AROUND PIPES FIELD VERIFY DEPTH PROVIDE TRAPJSITIDN NEW RIP RAP (SEE NOTES) H TOP OF RISER 48" 276,84
~ o ANNEL a~PAroR ~ o GROUT FROM CH OUTLET PIPE INVERT IN 24" 274,0
TG TES 3 T 4" 272.5 TOP OF RISER 276.84 OUTU.ET PIPE INVERT OU 2
a" DRAINAGE DETAIL 23 1/2" 2-2.5" ORIFICES ~ 275.09 t~I ~"4 TRASH RACK H.Lj
~ O@ WATER LEVEt 100-YEAR STORM /'y Zj
--T r'1 ~ ~W~ ~ 4 DETAIL I CASE DRILL AT R ~1~EL 10-YEP,R S?ORM ?-1.0" ORIFICE ~ 274.2D TOF OF BERM ELEV. 279.0 w H W. E L. WATER LEVEL 2-YEAR STORM 48" RCP RISER EMERGENCE SPILLWAY ELEV. 286.0 G~
~ ' 0 0 ~ _ _ T2 OF T3 TOP 8 BOTTOM ?NERAL NOTES. 27737 n ~ - - - EARTH DAM h~+~ Q
o F-~ REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS TWO plpES 6'-9" SEE STD. # 838.45 FOA GENERAL NOTES, BASED ON TEST PRESSURE OF 200 P.S.S. 2'-1~„ F` ' T5 @ 8" TOP & BOTTOM 10" 10" 0 - - --277.08 - ~ I I=) - ~ F P • t „ h -276.44 , I ~ FOR SLO. E 3.. ~..I
t'-' THREE PIPES 13'-0"i ~ 2- ~ 2„ uL Axes drd IN souAxE TEE7. 11~ye- I _ I 5 SPA. @ t 1" 2°~ 2 r' ~ - ~ - ~ oa -
v ~ ' FILL FACE 2 ~ ~ I f' Z" BARS IN III I~ C ~ ~ i I I ~I I II 1 / TOP OF FOOTING FILL FACE I- it BACKSLOPE 3:1 „ „ ~ 4" PVr, DRAIN ~ FLARED END SECTION AND ~ U
7/B I e ~ ~ Q ~ ~I it II II 1 vi @ 9° I „v~,@ 1'-6„ v~ 0 ~ @ y a ro - m Z „V„@11 F V @ 1'•6" , --I _ I DISSIPATOR PAD RIP-RAP ~ F
2 ~ y~ 3~ R ~ Fh c j I II I ~ ~ ~ NG WALL I A1v ~ ~ h 0 ~ \ ~ ~ Z2 °IPE NOT I "H" h Q- G h I O P e try ~ HOWN SEDIMENT STORAGE ~T c+' ~1~''i ~ 6'W X 12'L X 22"D ~ H I ..H.. _ I CLADD B RiP RAF -
- fi e' ~ A 0 S q" Ca ~ ~ / I OI" 4 v G' \ \ W \ aDh 1 @ 1'-4" 8n T4 33'4" ~ r ti\ \ \ xy day c;y ~ N I 2 ~ A. ~ Q h ~i ,f~ I ~ E - ~ H W H T4 I ~ ~ I E L I l I~ ~ r"'~
! ~ ----•r- / a h y Q y, v 0 v 0 ~ 0 ~ ~ ~v , 4 I 4, 3„ ~ I: @ WING MIALL : 1~- , / > V v v ? I TWO m ~ , ~ IE 1 , 1ti' ~ t~ o POtO VEGETATION ~I ~ ~j
. 04i h a w p h p z 0 ~T v d' n~,?: I PIPE8 I 5 ~p o I r/ 4k . h4 e cP/~ o ° ~~'o°o o° 08 c4~ ~,,a ,o° h 9 I " I 3-N `D w o y Q -Fla ti o ~ ~'ro 0 a y, / q h I 8.8 THREE I ~ z3 a~ T4 S1r•EDNG SCHEDUE) 2')(2'%1' E-I iv pERYANENT POOL I !I~~ 0
7 1/2" ~e" ~ I PIPE9 I T4 - - w " ~ ~'7 B 11'OM INSIDE MANHOLE ELEV. 274.0 24 RCP OUTLET PIPE 0 n
7i/ ~ -5 SPA. @ 11 N' BARS " T5 @ 8 - l ~----'22 1%4"-- I ~ ~ b~ / . 4u I n n , 8" uT° B n ~ " 1^ ! ° 1 108 1 1 1' 1 t f 2 1 0 I ~ IN BOTTOM OF FOOTING 1i 1/4 3 N2 3'-0" '-11~'iB" SECTION - AA 4" GATE VALVE h~i A I ~ LION - AA NT{-FLOATA110N DEVICE N SEEP COLLAR
I 221 ?.207 1 2 2 t -k- 1 3 i ~ y,, ~ 1 I ~ 2.7~ PLAN ON - BB REVISIONS Q
45• 4.318 2 J 3 1 i 2 5 1 SECTI 7 1 2 8 1 PATE DESCRIPTION (~j~ SECTION ~I Iii 4TEAtAI FOA ENDWALL CR V
24 3/4 90° 7,996 2 4 5 BILL OF MATEAtAI FOA ENDWALL I REINF. STEEL PIPES 3 P 33" PLUG 5,655 2 3 4 1 1 2 6 1 17` 6" TWO PIPE8 2 :L 2 PIPES 3 PIPES
5/8"X3" LAGSHIEL IN H ~ 28'-0" THREE PIPES BAR SIZE LENGTH H0. E181f N0. FRAME 182 LBS. DRILLED INTO CONE OR ' VOTH N0. E191I N0. VEfMi H •6" 8 29 12 44 r ,
0 1 1 1 - 2 1 a 2-V1 @ 1'-B" a - 2•G2 OA G3 B1 #4 5'•6" 8 29 12 LAGSHIELDS ONLY MAY BE USED OR RING W!TH ANCHOR SUNK TO 11 1/4 1,970 1 i 2 - STA. FACE DESIGN DEPTH, AND 5/8'X3" 1 1 4 1 ~ ~ 2-V1 @ 9" FILL FACE B2 #4 q'-g" 4 12 4 .g" 4 12 4 12 F~+-I
IN ROADWAY APPLICATIONS. 22 1/ 3,922 1 2 3 1 ! m ` - 2•B1 ~ ~ 83 #4 6'-B" 4 17 8 HOT DIPPED GALVANIZED I L.AG BOLT AND WASHER. 45° 7,694 2 4 5 1 1 2 8 1 I ' 1-V1 STR. FACE •s° a 17 8 35 T RE -POND 2 ~o PERMANENT POND OUTLET STRUC U O
CITY OF RALEIGH g0° 14,215 4 8 9 2 2 4 15 2 I I I G2 #7 17`-2" 2 70 - „ <C -2 2 70 - - F~ '.g" 2 105 F+i
S I r 1C 1 ~ 2-82 G3 #7 25'•8" 2 DEPARTMENT OF PUBLJC UTILITIE PLUG 10,055 3 ~ 6 2 2 3 ~ I I ~ I_ I a ~ I ti. Hi #4 6' 0-' 10 40 10 •0" 10 40 10 40
I LE COVER 12„ - TANDARD MANHO ~ I o~ It I ' ' a - - 3",O DRAINS H2 #a a'-o" a 11 a S - •0" 4 11 4 ii ~
11 i%4° 4,x33 2 1 3 3 1 1 2 5 1 ~ c ~ a b i I ~ I I 8" ABOVE ATE 1 ~ I ~ I I FLOW LINE '-11" 14 57 18 i , N1 #4 3 5 DWG. N0. REVSIONS DATE REVISIONS _ D 22 t/~ 8826 3 5 6 2 2 3 9 - DIMENSIONS ELEV 11 " 14 57 1 B 74 , -
5-25 3-1-87 3-f-67 - - _ - RRH 3-3C~0 a5° 17,312 5 9 11 3 3 5 18 2 I 5 SPA, @ it" FILL N2 #4 3'-5" 8 14 -5" s 1a s is EMERGENCY SPILLWAY 10' LONG 2820
t__._____-_---.--------------I------ - _ 16 19 4 4 8 32 4 I r FACE 2-V2, 2-V3, 2-V4 9O° 31,983 8 81, I 6° 2 PA. @ 1 -10 STR, FACE 2-H1, 1•H2~ I 2 ~ i- 4-N1 H2- T1 #4 21'-2" 6 85 TOP OF DAM WIDTH 3' 283.0 w w Z
PLUG 22,619 6 12 14 3 3 6 23 3 ~ CONST. JT , 2.81 - '•2" s es - - ANTI-SEEP COLLAR ENG. 5UBMITTAL REQ D 5 w o '.g" 6 119 W " ~ ~ a: W (9
ATE TAPPING VALVE 16" 4•Ni 3 SPA. @ 1'-3" FILLS 2 SPA. @ 1'-10' T2 #4 2g'-8" 6 G / 1 1 2 9 1 ~ m ~J FACE 3-H1, 1-N2 V2 STA. FACE tl 1/4° 7,881 2 4 s ELEVATION 1-v2, 1-V3, 1•va RIP RAP DISSIPATOR PAD PER DRAWII G _ = w
4 i6 2 T4 #4 5'-6" 6 22 8 22 1 15.691 4 8 10 2 2 " s 22 s 22 BMITTAL REO'D ~ ~ _ •s ANTI-FLOATATION DEVICE ENG. SU o c? o -s 70 117 1Da 17a TOP OF RISER 48" 281.54
45° 30,779 8 18 19 4 4 8 31 4 z z 7" ' I Uq T5 #4 2'-6" 7O 117 10~ J J ~ -3" 12 50 18 75 O Q 4 ~ ~
v. p' I ° 56881 15 29 35 8 8 t5 57 6 Z1 3'-9" U4 U1 #4 6 -3 12 50 16 ~ Sl~° r" " 7" i N1 V2 #4 5'-1" 6 20 6 •a • ~ v PLUG 40,213 10 21 25 5 5 10 4t 5 ~ 3 -3 U3 #4 3'-11" 8 18 6 -1" s 20 s 20 OUTLET PIPE INVERT IN 24°' 277.0 ~ ~ a W TOP OF RISER 281.54 a 3 J •11" 6 18 6 1s _
v REACfON BEARNG AREAS ARE N SDWIRE FEET CITY OF RAZE?GH ^ Z3 2'-8" 6n - N - r n -s' s 11 s 11 OU11..ET PIPE INVERT OUT 24" 270.5 ~ o a U
I . 0 rcASRED N A MEm1cu PLANE N TXE ` / N 'tl' - o TRENCH 9xE AT AN ANCIE DF ~ aD THE TIRIIST DEPARTIB]!T OF PUBLIC UTILITIES I I N iv "p' z1 #5 4 -4 4 18 4 _ ~ ' Z2 #4 3'-10 4 1 4 '-4" 4 18 4 18 5-4.0" ORIFICES ~ 280.34 N ~ ~ O -10" 4 10 4 10 WATER LEVEL 100-YEAR STORM TRASH RAgC O U t) N I
~ ' ° • " ~ V a ~ a USE- Bd eon YPLUE FOR HYDRANTS FOR THRUST BLOCKING DESIGN fp 3'-5" 1' 1=! 4.~ 3•N1 3-N2 Z3 #4 3'-2" 4 8 4 •2 4 8 4 8 WAT<R LEVEL i0-YEAR STORM 1-0.6" ORIFICE ~ 2Ti.20 I I 0 TOP OF BERM ELEV. 283.0 I
i. 9 e ' ADpR011AL SAFETY FAOTDR. QUANTITY TABLE n n n 5 SPA. @ 11 ° ~ _ _ a - ' g s rE REVISIONS DATE H BARS N BARS "Z" BARS a//.- WATER LEVEL 2-YEAR STORM 48" RCP RISER EMERGENCE SPILLWAY ELEV. 282.0 N N d O
3"9 $ WING ELEVATION REINF. STEEL LBS. 807 TOP VIEW -t W-10 "H", "N", & "Z" BAR DIMENSIONS 808 i 281.73 O O / •gg, 807 - ~ EARTH DAM d' -281.63 - S-- - - O N % D
ARE our ro our. HEADWALL DETAIL coN.rA,c, a. YDS 7.9 'NS 7.9 9.9 ~ -281.16 FORESLOPE 3.? N O
- -0 - o 0 as BACKSLOPE 3:1 FLARED END SECTION A.AlD
3000 PSI SOLID CONCRETE ~ ~I 4" PVC DRAIN • , T j - - ~ DISSIPATOR PAD RIP-RAP
SHALL BE USED A5 FOOTING FOR DUC?ILE IROPl PIPE. ~ SEDIMENT STORAGE ~ ~ 6'W X 12'L X 22"D ~ I 1~ ' 1' CLADD B RIP RAP i
~-VALVE ~ - - ~kiF'~: ~ ui ~~'i n I; Ti .I i-I I
~ ' I FLANGE ~
M.J. FITTING D ~ ~ ~ vEGETA71oN _ ~Z ~ 1 ~ ^ 1 "~~t~"""~~r~~ i hereby certrfy that I am POND PER SEEDING SCHEDULE} 2'X2'X1' 'I , I I~ I o civil engineer, registered
C.. . a' ro. ( PERMANENT POOL i~~~ in the State of North
D•.~'4'.D'•' Ew Nc "4 " • o o II v 277.a 4" RGP Du71~T PIPE Carolina, and that this g07TOM INSIDE MANHOLE ELE . 2 a" GATE VALVE ! plat is in oil respects
A .0-.•~'~. MN • ro ' ° o TI-FLOATATION DEVICE ANTI-SEEP COLLAR correct and was prepared
tQ. '...Q REVISIONS by me or under my DATE DESCRIPTION ROSS SECTION direction.
,.v 4' i.'. I y' . O. ' t C
TAPPING SLEEVE
~ I ~ SIDE VIEW `~IIII111IUlll~i
0 ~ DARO~~~~i » TURF -POND 3 ~
4 NorES: PERMANENT POND OUTSET STRUC Ems, Q
~ 1, CONCRETE SHALL NOT CONTACT W D I BOLTS OR ENDS OF MECHANICAL
I I JOINT FITTINGS. CITY Of RALEIGH
~ 2. SEE STANDARD REACTION BLOCK DEPARTMENT OF PUBLIC UTILITIES U TABLES, W-10 AND W-11 FOR A' ON5TRUCTiON SHALL BE IN ACCORDANCE WITH B g LL C ~ CITY OF RALEIGH AND NCDOT STANDARGS, ~
~ AREA OF CONCRETE REQUIRED. 4" - 24" STANDARD TAPPING SFECIFICATIONS, AND DETAILS i~ ~
~ SLEEVE AND VALVE ASSEMBLY ~ 7 p DWG. N0. REVISIONS DATE REVISIONS DATE q~l D. K TI SAND OTHER PUBLIC /IIII IIII \3 UTILITY INSTALLA ON II
W-14 -t- 7 D.W.c. - - d- ` Y A. 2-3i-9 RRH -31-Q FACILITIES, INCLUDING SIDEWALKS APlD HANDICAP DATE SCALE
O I RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS 1 16 O1 NTS
N AS SPECIFIED BY CITY CODE. THESE FACILlT1ES NAVE BEEN APPROVED 8Y THE CITY OF RALEIGH DRAWN BY CHECKED BY
AND SHALL BE SO INSTALLED UNLESS A CHANGE DCR edk
I O IS AUTHORIZED BY WRITTEN APPRO'JAi, PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED REVISIONS
PRIOR TO FINAL ACCEPTANCE.
O SIGNATURE;
O
CHIEF ENGINEER
U W DIR. OF PUBLIC UTILITIES _ PROJECT NUMBER
3 ON 01.1982.60.11
LL n TRAFFIC ENGINEER _ - SHEET
0
CONSERVATION ENGINEER

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