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u~~, _ ~u11 i~ ~ . . ~ 1~~ I' ~ UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, IIjp~~ Pu~l G
, ~ 1 ~rn ~ ~ ; ~ r..~ ; ' ~ INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO PUDL 1 ~ ) 1 BE CON5IRUCTED ON ALL STREETS AS SPECIFIED BY S~ GOLLELTION ~ EXTEMTION SYT~1 WATER DI5TRI8UTION/EXTENTION SYTEM
~A t ~ _ ~ ) 1~~ ' (~j~ ' h~1,1 ~ ...~I ~ ~ LLill~?. J ` I ~ I_L j' CITY CCI~F. THESE FACILITIES HAVE BEEN APPROVED 1HE CITY OF RALEIGH CONSENTS i0 THE CONNECTION AND EXTENSION OF THE -1---~-' 8Y THE i I TT OF RALEIGH AND SHALL ~ SO INSTALLED THE CITY OF RALEIGH CONSBtTS T01HE CONNECTION ANO EXTENSION CF THE
. ~ ~ 1 ~ ;tea ~ l \ UNLESS n CHANGE IS AUTHORIZED 8Y WRITTEN APPROVAL. LITYS RIELIC HATER SYSTEM AS 5hi0rN ON THIS PLAN. THE MATERIAL MID
l~ ~ _ ~ ~ PUE~IC `+ANI TARY SEI~R EASEMENTS ARE TO BE RECORDED CITY 5 PUBLIO SEH62 SYSTB~1 AS SHOYN ON THIS PLAN, THE hNTERIAL AND CONSTRUCTION hfTHODS USED FOR THIS PROJECT SHALL CONFORM TO THE CONSTRUCTION METHODS USED FOR THIS P~JECT SHALL CONFORM TO THE PRIOR T~~ FINAL ACCEPTANCE STUIOARDS AND SPECIFICATIONS Gf iliE CITt" 5 PUELIC UTILITIES HANDB~K. STANDhADS kID SPECIFICATIONS OF THE CITY' S PUELIC UTILITIES HANDBOOK.
~ ~ ~ a / ~i ~ ~ SIGNATURE: _ I C11Y CT RALEIGH
~ ~ ~ ENGINEERING CITY Cf RkE 6H PUBLIC uTIUTIES DEPARTh@!T PERMIT N PURL I C UT I C 111 ES GEPARTM@IT PERMIT N
y ~~y _ - ~ ~ ~ , . i ~ 't ~ 1,C~,.vr ~ PUBLIC UTILITIES:
~ • r V~'~ I 11 ~ ~ ~I AUTHORIZATION TO CONSTRUCT NJTHORiiATICN TO CONSTRUCT
~ r---- TRAFFIC TNGINEER: U1TE DATE
g. t~ T ~ Z-~ ' fANSERYAiION ENGINEER
~ _ r..\ GOND I T I ONS OF !4~'i'ROVl~L
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J - ~ _ r Y--' ~ T I OF A 6RMI N6 PERIyI T FOR THE 51 TE PRIOR 0 SSUMICF
II, THAT THE CITY ATTORNEY APPROVES A RESTRICTIVE COVENNNTS TO BE PLACED ON THE ~ - \ I, THAT A TREE PROTECTION PLAN IS ADD BY THE SITE REVIEW SPECIALIST 1N 'HE REMAINING 30,58 ACRES OF T1~ CLUSTER DEVEI.OPMBIT AND PREPARED IN ~j ~ INSPECTIONS DEPARTMENT FOR TREES LOCATED IN NEUSE RIPER RIPARIAN BUFFERS PHASE IN THIS pEVEi,OPMENT
HERN WAJ~E 1V000RD/VJGE WITH 10-301 I l ~ (9) B. 51 NCE THE FIRST
AND IN THE 5d WIDE UNDISTURB~ SMIOD~I YARD ADJACENT TO NORT IS L..55 THAN TWENTY ACRES lIT I5 15.90 ACRESt. A RECORDED DOPY OF THE E)(PRE55WAY 11-54A AND TH/1T TREE PROTTECTION MEASURES ARE IN PLACE ON SIT[ APPROVED RESTRICTIVE COVENANT SHALL BE PROVIDED TO THE PLAWViNG
r' - PRIOR TO 6RMINC>r DEPARTMENT NI THIN 14-DAYS OF AUTHORI UTION TO RECORD LOTS, IF A RECORDED
2, THAT THE CONSERVATION ENGINEER IN THE CBJTRAL EN6IN~RING DEPARTh@IT COPY OF THE APPROVED RESTRICTIVE COVENANT IS NOT PROVID® TO THE PLANNING APPROVES A STORMWATER MANAb~ENT CONTROL PLAN, INCLUDING A STORMWATER DEPARTMENT WITHIN THIS 14-DRAY PERIOD, FURTHER PLAT REGORDIN66 AND BUILDING
J ~ ~ OPERATIONS AND MAINTENANCE MMIUAL, MID BUDGET, THAT CONFORMS TO PART 10 PERMIT ISSUANCE MAY BE WITHHELQ
- ~1 CHAPTER 9 OF THE CITY GOOE FOR STORMdATER NITROGEN REDUCTION MID I2. THAT RIPARIAN BUFFERS, IN ACCORDANCE WITH THE PRELIMINARY PLAN AND THE STATE S74RhWATEit RUNOFF CONTROL; OF NORTH CAROLINA REGULATIONS, ARE SHOWd ON ANY PLAT FOR RECORDING, AND THAT
~ ~ ~I /`o - ~`o - 3. THAT AS THE DEVELOPER HAS CHOSEN TO OFFSET A PORT I ON OF NITROGEN EXPORT LOAD A NOTE BE PEALED ON ALL RECORDED PLATS STAYING AT THE R I P11R1 AR BUFFERS
. - LIMITATION BT PAYING MONIES TO THE NORTH LAFdOLINA W=TLAND RESTORATION SHOWN ON THIS PLAT ARE SUBJECT TO GRADING AND VEGETATION REMOVAL FUND (NCbRF1 IN ACCORDANCE WITH NITROGEN REDUCTION REQUIREMEidTS OF I IN ACCORDANCE WITH STATE LAW AND THE NORTH CAROLINA DIVISION OF
TION 10-9022. THIS PAYMENT SHALL BE MADE TO NLMRF AND VERIFICATION OF RESTRICT ONS ~ WATER pJALITY,AND MAY BE SUBJECT TD RALEIGH ORDINANCE N0. (2003)445 TG
VI GI NI TY MAP THE AMOUIJT OF PAYMENT SHALL BE PROVICED TO THE CITY OF RALEIGlI 237tTG-4.,03),' CONSERVATION ENGINEER; I3. THAT ALL STORMWATER CONTROL MJ5URE5 AND MEANS OF TRANSPORTI~
4, THAT A HYDROLOGIC ANALYSIS OF UPSTREAM IMPACTS BE SUBMITTED MID APPROVED STORMW+ITER RUNOFF TO AND FROM ANT NITROGEN AND STORRNWATER RUNOFF CONTROL
BY THE CITY OF RALEIGH CONSERVATION ENGINEER AND DWQ FOR THE GROSSING OF SHOWJ AND NOTED ON THE PRELIMINARY PLAN, BE SHOW) CN PLATS FOR THE NEUSE RIVER BUFFER WITH A PUBLIC STREET RIGHT OF WAY; RECORDING AS DRAINAGE EASEMENTS;
PRIOR TO ~PPROWIIL OF GCNSTRUGTI ON DR/WI N66 FOR PURL i G I hPRONEh6~IT5~ 14, THAT ALL P~JMNENTLY PROTECTED UNDI STURB® OPEN SPACE AREAS USED TO MEET
ITARY R EASEM~IT DEED THE NITROGEN REDUCTION RE(~11REMENTS SHALL BE LABEL® ON RECORDED PLA15 AS
5, THAT THE CITY ATTORNEY APPROVE AN OFF-SITE 5NN SEWS PERMANENTLY p~~~p UNDISTURBED OPEN SPACE AREAS, MID THAT A NOTE 8E A1JD MAP FOR THE CITY OF RALEIGH SEWER EXTENSION FROM THE MARCOM PLACED ON ALL RECORDED PLATS STATING THAT WITHIN PERWWENUY PROTECTED
ALL CONSTRUCTION MID MATERIALS TO 8E IN STRICT ACCORDANCE WI .58 @ 2.5 PER 3 BEDR00~1 GI TY OF RALEI ~H MID NGDOT STANbhRDS SPEGI FI GATI ONS t DETAI L 11000RDANGE WITH DEVELOPMENT (PIN 0178.02-85-15321 AND JOSH AND MIN TALTON 1 PIN
T H BDIVISION AND THAT THE UNDISTURBED OPEN SPACE AREAS NO LAND•DISTURBIN6 ACTIVITY,PLACEMENT OF IONS t DETAILS, 0778,02-85-6958) PROPERTIES LOCATED SOU H OF T E SU IMP~VIOUS SURFACE, REMOVAL OF VEGETATION,ENGROACHMENT,OR CONSTRUCTION EASEMENT DEED AND MAP ARE RECORDED WITH THE COUNTY REGISTER OF DEEDS, OR ERECTION OF ANY STRUCTURE SHALL OLGUR EXCEPT IN ACCORDANCE WITH A
4 PER UNIT (2-DRI VEWAY ~ 2-GARAGE) A RECORDED DOPY OF THESE DOCUMENTS MUST BE PROVIDED TO THE PLANNING BUFFER PERMIT FIRST BEING ISSUED BY THE CITY OF RALEIGH;
DEPARTMENT WITHIN 14 DAYS FROM AUTHORI UTION OF LOT RECORDING, IF A RECORDED Y T T ARE NOT PROVIDED TO THE PLANNING DEPARTMENT WITHIN THIS 15. THAT ALL 2d E 3O PERIMETER PROTECTIVE YARDS A5 SHOMI ON THE PRELIMINARY COP OF HE DOU1M~1 S
14 DAY PERIOD. FURTHER RECORDINGS AND BUILDING PERMIT ISSUANCE MAY BE WITHHELR PLANS ~ SHOW~1 ~ PLATS FOR REGARDING Ib. THAT THE FLOOD PRONE AREAS AS APPROVED BY THE CITY fANSERVA110N ENGINEER
I. OVERALL SITE LAYOUT PLAN PRIOR TO PLMININ6 DEPIIR'ihENT NJTHORIUTIgJ TO RECORD LOTS As SHOW) oN THE PRELIMINARY PLAN, SHALL BE SHOwN ON N.L RECORDED PLATS;
2. PRELIMINARY SITE LA~'OUT PLAN 11. THAT THE APPLICANT SUBMIT A CUMULATIVE MAP,SHOWIN6 ALL AGREAGE,LOTS, b, THAT A PETITION FOR ANNEXATION INTO THE GI TT LIMITS BE SUBMITTED IN OPEN SPADE, AND PUBLIC RIGHTS-OF-WAY THAT HAVE BEEN RECORDED TO DATE, MID
ACCORDMILE WITH CITY COUNCIL POLICY FOR EXTENSION OF UTILITY SERVICE TO A TABLE SNOWING THE TOTAL UNITS AND LOTS A9PRiOVED IN EACH PHASE, TOTAL AND
3. PRELIMINARY SITE LAYOUT PLAN PROPERTIES CURRENTLY OUTSIDE OF THE CITY LIMITS. THIS VOLUNTARY ANEXATION IN /K,IB=/uGE IN EACH PHASE, ZONING AND OPEN SPADE ALLOCATED FOR EACH
4. PRELIMINARY SITE DEVELOPhENT PLAN NO WAY OBLIGATES THE CITY TO EXTEND UTILITY SERVICES TO THE PROPERTY; PHASE AND TOTALS OF ALL UNITS,LOiS,DEN5ITY TRANSFER ACRES AND OPEN SPADE 7. THAT A NOTE BE PLACED ON ALL MAPS FOR RECORDING STATING 'ALL TREE5 AND FOR ENTIRE CLUSTER UNIT DEV~OPMENT AND THE RECORDED BOOK MID PAGE OF
5. PRELIMINARY SITE DEVELOPhENT PLAN N T UNDISTURBED ShIOD-I YARD ALONG TFE REQIIRED LEGAL DOU1hENTS,ING.UDING SUCCESSIVE ANNEXATIONS; VEGETATION COLA ED WITHIN THE 50
6. BLACKSBURG DR AND h1~DEVON DR PLAN AND PRO N MID PROFILES NORTHERN WAKE EXPRESS wAY 11-540) AID TO BE PROTECTED IN ACCORDANCE 18, THAT STRffT NAMES FOR THIS DEVELOPMQIT BE APPROVED IN THE PLANNING KITH THE GI TT LODE, AND THAT THE REMOVAL OF SUCH VEGETATION WITHOUT FIRST DEPARTMENT AND BY WAKE COUNTY,
7. Q GONNER ST MID CHARLES DR PLAN AND PLAN MID PROFILES OBTAI NI NG A FERMI T FROM THE GI TY OF RACE I f H I S A VI OLAT I ON OF THE GI TY CODE /~HM9~IT INTO THE PUBI.I G RIGHT OF WAT FOR
GENERN. NOTES; 8. UTILITY OUTFACE PLAN AND PROFILES FINANCIAL 19. THAT AN APPLICATION FOR ENGIiO 11TED TD THE S SUBJECTING THE VIOLATOR AND THE LANCOWJER TO SIGNIFICMIT L/~,IpSLAPE 15LANGS,A$ INDICATED ON THE PRELIMINARY PLAN,IS SUBM
I, BOUNDARY INFORMATION IS TAKEN FROM A SURVEY THIS OFFICE, 9. UTILITY OUTFACE PLAN AND PROFILES CONSEGUENGES'; CITY 5 ENGROFCNhENT COORDINATOR IN THE INSPECTIONS DEPARTMENT FOR REVIEW S FI TAI D LANDSCAPE PLAN SHOWING STREET YARDS AND V611CULAR TTY COUNCIL APPROVE,AS A SEPARATE AGTION,THE ENCROAGHhENTS 8. THAT A NAL DE LE THAT THE G
GOR PUEI. I G I MPROVEhENT QUANTITIES 2. TOPOGRAPHIC INFORMATION I S FROM A F I ELD SURVEY BY THIS OFF I GE. 10. UTILITY OUTFACE 8 LEESV I LEE ROAD PLAN AND 1 PLAN MID PROF I LFS SURFACE PLANT I N65 I N ACGORDNrCE l o-2082, 5 BE SUBMITTED/STMIPED AND REQUEST, AND 1HAT ENLROACHMBJT A6RffhENTS, I N ACCORDANCE WITH RALEIGH
THI ITTAL 3. ALL MATERIALS AND GON5TRUGTION SHALL BE IN STRICT iI. EROSION CONTROL PLAN PHASE ONE ONLY FOR 5 SUBM APPROVED BY THE SITE REVIEW SPECIALIST IN THE INSPECTION DEPARTMENT MID CITY (.ODE SECTION 12-1001 MID 12-1021 l N ARE FILED WITH 1HE INSPECTIONS PLACED ON FILE IN THE PLANNING DEPARTMENT; DEPARTMENT AS f~R NORMAL CITY POLIU ES,AND THAT THE ENCROACHMENT
ACCORDANCE WITH NGDENR, THE CITY OF RALEIGH E NGDOT I2. EROSION CONTROL DETAIL SHEET 9, THAT THIS PLAN CONTAINS SIil~tED STORMWATER DRAINAGE FACILITIES, THAT THE GITYFORMI A(~REEhEIJT BE REGORDE~D WITH THE COUNTY ~61STER OF DEEDS. IF MAINTENANCE
PHASE I~JMBER I STANDARDS AND SPEGIFIGATIONS, 13. EXTENDED DETENTION I~ETLAND POND #3 STORMWATER REPLACEMENTS PROTECTION EASEMENT ACCESS MAINTENANCE Lf THE ENCROALlihENT IS THE RESPONSIBILITY OF A HOMEOWrERS ASSOCIATION OR 3 T PROPERTY S 1 MI LAR ORGIW I ZAT I ON A551 GNED SUCH RESPON51 B I L I TY;
NUMBER OF LOTS 5a 4, CONTRACTOR TO GRADE ALL LOTS SO STORM-RUNOFF IS DIRECTED I BI ORETENTI ON AREA #~4 AGREEMENT PER 10-90271 G! BETWEEN THE DEVELOPER HE ITY COMPLETED, THAT THE SIGNED U TY 20. THAT THE HOMEONEER DECLARATION CONTAIN A PROVISION STATING THE EXISTING 2- ASSOCIATION, MID THE G SHALL BE
I-32 AWAY FROM ALL BUILDING PADS. LOT NUMBER BY PHASE 15. B I ORETENT I ON AREA # 5 T H BE RECORDED WITH THE LOCJtiL COUNTY REGISTRY OF DEEDS, AND GAR GARAGES MNT NOT BE ENCLOSED FOR LIVING SPACE BUT WILL REMAIN AS AGREEMEN S ALL
241-266 5, NO INFRASTRUCTURE TO BE CONSTRUCTED PRIOR TO CONSTRUCTION 16. OVERALL LANDSCAPE PLAN THAT A (APP OF THE RECORDS CITY AGREEMENT SHALL BE PROVIDED TO THE REQIIRED PARKING PLANNINb DEPARTMENT WITHIN 14 DAYS FRAM AUTHORI UTION OF LOT RECORDING, IF 21, THAT 15 FEET IN WIDTH OF RIGHT OF WAY ON LEESVILLE ROAD IS DEDICATED PRIOR TO
NUMBER OF UNITS NSA PLAN APPROVAL AND UTILITY PERMIT ISSUANCE BY THE CITY OF 17. OVERALL LANDSCAPE PLAN J REGORGED A DOPY OF THE U TY AGREEMENT IS N07 PROVIDED TO THE PLANNING OR IN CONJUNCTION WITH LOT RECORDING, THAT THE ADDITIONAL RIGHT IS WAY IS
LIVABLE BUILDINGS 58 RALEIGH ENGINEERING DEPARTMENT, IS. OVERALL LANDSCAPE PLAN DEPARTMENT WITHIN THIS 14-DAY PERIOD, FURTHER RECORDINGS AND BUILDING ELIGIBLE FOR FACILITY FEE REIh18l1R5EMENT WHICH SHALL BE BASED ON R-4 RATES; SHOWI ON THE RECORDED PERMIT ISSUANCE MAY BE WITHHELD 22. THAT ALL SIGHT TRIANGLES ON THE PRELIMINARY PLAN BE
OPEN SPADE 3.7 AG (PRIVATE) 6, WETLAND AND NEUSE RIVER BUFFER DELINEATION BY SOIL AND 19. SITE DETAIL SHEET THAT HOMEOWJ AL DOCUMENTS ARE PREPARED IN ACCORDANCE WITH PLAT AND THAT A NOTE BE PLACED ON ALL PLATS FOR RECORDING STATING THAT 'WIT N 10, ERS LE6
NUMBER OF OPEN SPADE LOTS b ENVIRONhENTAL CONSULTANTS, ING, RALEIGH CITY COCE SECTIONS 10.3O11AND 10-3013, THAT THE HOMEOWNER SIGHT TRIANGLE EASEMENTS NO OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT ~~pp~~ COVENANTS CONTAIN THE F0.LOWING I N A PROVISION STATING THAT WITHIN ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR PART,OBSTRUGTIONS
PueLIG WATER 4777 LF 7. STRUCTURAL DESIGN OF ALL RETAINING WALLS TO BE PERFORMED A T ATTENTION GONTR G ORS JIW I T NOT LIMITED TO ANY BERM FOL I ACoE, FENCE, WALL, 51 GN, OR PARKED PERMMIENTLY PROTECTED UNDISTURBED OPEN SPACE AREAS NO LAND-DISTURB NG INCLUDE BU ARE
PUBLIC SEWER 2691 LF BY OTHERS, RETAINING WALLS SHOWN ON THESE PLANS ARE FOR ALTIVI n,PLACEMENT OF IMPERVIOUS SURFACE, REMOVAL OF VEGETATION, VEHICLE,'
PUBLIC STREET 2965 LF LOGATI ON AND ELEVATION PURPOSES ONLY. The GONSTRUGTION GONTR~OTOR responsible for the extension of cten5ian of ENGROAGHMENT,OR CONSTRUCTION OR ERECTION OF MIY STRUCTURE SHALL OCU1R 23. THAT A RECOMBINATION MAP BE RECORDED PRIOR TO OR IN CONJUNCTION WITH THE
PUBLIC SIDEWALK 3123 LF 8. EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR water and sewer, as approved in these pions, is responsible for se ansible for EXCEPT IN ACCORDANCE WITH A WATERGWRSE BUFFER PERMIT FIRST BEING ISSUED BY RECORDING OF LOTS, RECOMBINING THE EXISTING LOTS INTO A SINGLE TRACT; P THE CITY t)F RACE I GH, I B! THE MIOhEOWJERS ASSOCIATION BE RESPONSIBLE FOR
RESPONSIBLE fOR LOCATION OF ALL EXISTING ABOVE AND BELOW Gontactina the GENTRAI. ENGIN~ERIN6 DEPl~RTt~NT at 831-6810, 33_ I-68101 COMPLYING WITH THE TERMS OF ANY ENGROALHMENT AGREEMENT tSEE,-LONDLTION
GROUND UTILITY FIELD LOGAT I ON PRIOR TO ANY CONSTRUCT I ON. and the pueul c ur I u I rl Es oEPnRrr>ENr of 8qo-3aao at I east rwENTr h least TWENTY NUMBER 19 88.OW1, I U TMIE WARNING STATEMENTS OF CONDITION NUMBERS 1 ~pp111N/
FOUR HOURS prior to beginnlnq any of their construction. ut i on. AND 12 ! W THE RESTRI GTI ONS ABOUT REUSE OF 61J21ecE SPACE (SEE, CONDITION ,pN A ~Ny NUMBER 20 BLOW . THE LIMITATIONS GONLERNI N6 SITE TRI MIGLES I SEE 4 FRONT 20 FT
. CONDITION NUMBER 22 BELOW , THAT THESE DOCUMENTS SHALL BE RECORDED ~ ~0
FAILURE to notify both GI TT DEPl~RrhENTS in advance of beginning construction, will result in the issuonce of t10NETART FINES, and I DEECS AND THAT A RECORDED DOPY OF THESE ~ CORNER SIDE 15 FT . of beglnnlnq WITH THE LOCAL COUNTY RE6 STER OF Q ~ TARY FINES and COCUMENTS MJST 8E PROVIDED TO THE PLANNING DEPARTMENT WITHIN 14 DAYS MIN. SIDE 5 ~T
AL t i e5 not FRGM AUTHORI ZATI GN OF LOT REGORDI NG, I P RECORDED COPIES OF HChEOWJER S (BAR 20 FT
HVI_IL. require reinstallation of any water or sewer focillties not Mrl It.CWTS ARF AIt1'T P(MV I T~ Tn TNIF PI ANN I N6 fJFPARI7~ENT WITHIN TH 15 14-DAY . ~ ~ _ _ _ _
inspected as a result of this notification failure. PRIEST k-RAVEN Olt,1ASSOUTA ES,1NU. 230 PERIOD, 111RTFffR RELORDI N65 AND BUILDING PERMIT 155UANLE MAY 8E WITHHELD f REV 15 ON S•
I SUGAR BUSH ROAD 5U I TE 400 ~y0~
PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS FAILURE to ca I for INSPECTION, INSTALL A DOWNSTREAM PLUG, have 7-AM PLUG, have nr i as of a rr aMgN F nRN~` ~ REVISION #1 CITY 5T1~FF REVIEW 03-25-04
3803 - B Computer Drive, Suite 104,1Zalelgh N.C. 27609 BALE I GH NG 27612 PERMITTED PLANS an the JOB51TE, or any other VIOLATION OF CITY 5sieLe REVISION N2 CITY STAFF REVIEW 04-20-04
Phone [phone] Fax [phone] '782-1951 OFFI GE 5"71-8546 FAX OF RALEIGH STANDARDS Hill result in a FINE AND POSSIBLE Email [e-mail] ExCLU51ON from future work in the CITY OF RALEIGH. REVISION N3 GIN STAFF REVIEW 05-19-04
F ALANO PPOJECT5VCENTEX HOME5\2003-004,001 CENTEX - HARRINGTON POINT RALEIGH\DH6\L0N5TRUGTI0NVPHA5E 1\3RD 5lJBMITTAL\ CON-2003004-00-COVR D,6 , Mby 19, 2004 - 10 11 AM , BEN
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-D ~ ~ _ ~ ELEV- - F . . ~ PE 5 s. v ~ ~ ~ ~ ~ ~ ~ ~ 4'9a, o ~ V ~ - ~ , VAT I ON 500, 00 ~ PRINCIPAL SPILLWAY ELE \F....~... _ _ nl :p ~ WATER SURFACE ELEVATION 499, OI
A ~ ~ ~ ~ A\ ~ FFE-51 I.7 33 ~ 2 YEAR 99.90 \ ~ - ~ 10 PEAR WATER SURFACE ELEVATION 4 _ ,
~ , 35 _ PE - \ \ _ e~' ~ ~ - - \ B'ER6ENGY SPILLWAY WIDTH 25 FEET
_ FFE=515, 7 ~ / ~ ~r A ~ \ l~ APE=515.0 - \ ~ \ 501,00 s~~ a B~ER6ENGY SPILLMUY ELEVATION
~ _ - . A s , - - 100 YEAR WATER SURFACE ELEVATION 500,60
A v T~ V - LAND POND # 3 502, ~ D DETENTION ITT T aF BERM ELEVATION EXTENDS oP
C ~ 27 ~ FF 'Si ~ E: I' =40' AN SEAL 494, 00 PLANTING PL I
S ~ E ~ ~ n ~ ~ N '1 PE 516.0 I 7 FOREBAY ELEVAT ON
(j ~ ~ , FFE=5 2. ~ ALL L ~ ~ ~ ~i ~ - ~ PE=512 0 T I ON AND MATERIALS TO BE I N HIGH MARSH ELEVATION 496. ~ ALL GONSTRUG
L~ \ 33 ~ ~ ~ ~ a{ STR I GT _ ~ ~ ~ ~ DANCE WITH THE GI T'f OF RALEIGH, LOW MARSH ~EVATI ON 495' ~ STRICT AGGOR NGDOT, AND NGDENR STANDARDS - MI GRO POOL t3.EVAT I ON 494.00
SPEGIFIGATIONS l DETAILS.
~ - ~ ' ~ _ ~ _ ~ P BLIC FACILITIES , WATER QUALITY POOL DRAWDOWN ORIFICE DIAMETER I INCH UTILITY INSTALLATIONS AND OTHER U MP ARE TO
~ ~ ~ s FFE=511.7 - ~ ~ ~ Q ~PE°517.0 ~ INCLUDING SIDEWALKS AND HANDICAP RA S DRAWDOWJ TIhE FROM FALLING HEAD ORIFICE EpJAT10N 3.2 DAYS
- I, BE CONSTRUCTED ON ALL STREETS AS SPECIFlED BY CITY CODE. THESE FACILmES HAVE BEEN APPROVED
I ~ ~ BY THE CITY OF RALEIGH ANO SHALL BE SO INSTALLED RANGE IS AUTHORIZED BY WRITTEN APPROVAL,
- - - UNLESS A C ~ PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED
I _ _ _ i - _ ~ ~ ~ ~ ~ 'I i PRIOR TO FINAL ACCEPTANCE, 4 SIGNATURE;
~ ~ _ _ _ _ ~ _ff . _ _ _ _ . _ _ I - I, ~
I i0 _ . _ _ _ _ `---j~- ~ ~ ~ ENGINEERING - HANCI~iffL M4 REBAR
I , W W W t - _ PUBLIC UTILITIES:
J - J J - _ TRASH RACK
I I - - TTtAFFlC ENGINEER;
~~I ~ i, CONSERVATION ENGINEER,
I ~ - - - - - - - - - - - f - - - - - - - - - ~ _ _ ~ I I
t- - . _ - - - - - - - - - 9' X2' NGDOT PRECAST
~ ~ I i I ' . _ _ a CONCRETE DROP INLET
I I - - ..r i _ - _ l I I a STANDARD DETAIL N ,I
I 1 ~ ~ T1 l~. ~ 6'DIAMETER ORIFICE ~ _ _ _ b PER RISER
l5_ - - - - - _ - - _ _ - _ _ _ _ - - - - I
I ADE ~ ~ I I i___.___.._ _ - ~i a
i 10' INIMUM OP WID H _ _ WATER GIIALITY ORIFICE a
. I, _ _ I _ - _ _ _ ; _ _ _ _ ~ _ _ I - - _ _ _ I LF I' DIP a
_L. _ _ _ XI _ . NG
_ ; _ - r-_ _ _ _ _ . _ - - - I ~ GRA
I ~ ~ 3 TOP (DF BERM LEV-502. D ~ ~ b• 4
_ _ I i
~ ~ I E RGENGY SPILLWAY ' i ~ _ _ _ - _ _ _ \ d
_.-'4 - ' ~ - i I 1 _ _ E EV=501, ~ I 1; i 1
. _ ~ I - ~ 1 _ _ _ _ . T OF R I S R - - l
i I 3 ' _ _ a
_ _ _ _ - 1 - - ~ - - i
I 1 _ 4' PLUG VALVE 4 a
I ~ _ I _ - _ _ _ _ - - _ i --L___ _ . _ I
1 I I N MAL P I I
_ i LEV=497.10 I _ a a
-i _ - _ _ _ _ - - - - _ _ _ - d - - ~ a a OUTLET PIPE
I I ~ ~ I ~ 8 E 24 I
i I ~ --C. _____t~______ I PROP ED ~ 2 LF OF 4'DIP A INVERT
@0, ~I b3~, I I ~ ~ - _ _ _ . _ _ RISER DETAI L
~ PRO!' -D- _ - - PES-ITV I I ? LEV-49 FOR INVERTS AND ELEVATIONS SEE PROFILE THIS SHEET ~I
GRADE NOT TO SCALE
INV OU = 494. ~ I _ I RISER ~ _ _ ' _ t
_ LidV._.f d. ...493:.. _ _ _ ; _ O - _ - ~ _ - _ I- ~ I 'v
~ I I VEL ITY DI SIPATOR PAD _ i - t-- _ _ ,,,Illllllllgl!!!//
I I ~ _ _ - - 1 _ _ , L- i hk5,
I ~P =22'_ _ NOAJC SMNI TAKE PLACE ON THE D+W NITHOUi COORDINA11H6 THE OBSERVATION AND TESTING OF THE PROJECT 6EOTEGHT GAL ~ ~~rx~,r~ ~4 I. NO ALL SOIL INTERIMS PRE TO EE: APPROVED' BY THE GEOTELINILAL ENGINEER PRIOR i0 INGUtPORATICN INTO THE EMBANKPEII , ~ ~F~ i
CLA 5 " B' S1fONE i ~ " i ~ _ 2, INSTALL 8tO51CN GCNIROL DEVICES PER THE PLM1 CJ'I.L FOR INSPECTION AND OBTAIN (J3tiIFiC11TE Gf GQfLIANCE, ~ ' ~ REM7,k ~ EXISTING VEGETATION FROM THE @EIAAKMENT SITE, l
_ _ _ _ - - _ p~_ ~ _ _ _ - _ _ _ _ _ _ _ f _ _ . _ _ _ _ - _ I i 3. CUT ALL 1Rff5 ICS POCKETS OF LOCBE SAND, GRAVEL AID AHY UNSUITABLE MATERIAL FQ1ID ~ L
V~o 8.7 F/ I 4, 6RJB ALL TR}E SIUFPS, REMOVE All ROOF HAT, TOFS01 L, OfEaAH • - - _ ALpK+ 11E 8'BANATENT SIIE.
I _ I - - - - I I ~z 5. THE GGNTRAGTOR SMAU. TAKE THE APPROPRIATE MEASURES AS NELESSMtY TO PROTECT THE AREA CF GONSTRJGTIOH FRCH STREAM FLOW A?D • _ ~ ~ l' N ~ 510R11NTER RUNOFF, _ _
- -I- I _ _ _ _ , T THE CU1 OFF TR81LH PER THE PLk1S IWD DIRECTION OF THE 6EOTEG1111ChL 8161 + ~~i ~ ~ N rif ~ b. EXCAVh,E, BAGKFILL NDCOIPAC na1 4~0,1~ P
- - _ _ _ _ _1___ : . _ . _ _ I 1 INSTALL OUTLET STRUCTURE 1 AS INDICATED ON THE PLM15 THE DRAIN VALVE SHAH REMAIN IN THE OP81 :QS` C~,,~r _ _ _ _ _ _ MAS BEEN APPR01'EU Br TIE CITT, h111111111
I _ _ _ _ I _ - _ _ d. R81DVE ANY L005E oR SOFT. 1St 501 LS FROM THE AREA AND I I I N 6 TO 9 I NGH LOOSE ll fT5 AND COMPACt TO h OE1151 TY OF Al LEAS1 951 STNDARD PROCTOR, Cp'PhGT I OH
I I~ - - 9. PLACE 8HNIOENT MAT811 AL _ I TESTING SHALL BE PHIFCRIED 6Y 111E 6BOTEGMNIGH. ENGI11~ AT LOGhTlOllS AND FRI:QIENGT TO BEIDETETd11~BYIFHE ~ILALIFT
F_. _ _ 1 j ENGINEER BASED CN 1HEIR JUD99dT AND EXPERIENCE. SCARLET EAG1 LIFT TO FOIM h 6GY1D BOND INTO THE EXi5TIN6 SLOPE. pMN
1 ~ I I _ . 1 I ~ , _ _ - - SLIGHTLY SLOPED TRNRD DON151REAM TO PR0110TE 1ME DRAINAGE OF SURFACE NA1ER DURING fANSTRJGTICN. ~MN qly// . _ . _ _ _ 10. THE g10At10'ENT Flll SHALL BE L BE SEALED OFT` NI TH A SMOOTH DRUM ROU.81 PRIOR TO NIY PROLONGED DELAY 5JC11 A5 AT THE END Gf ~ ~ ~ R0~ ~ I I, THE SURFACE CF TEE EMBNIQ491T SIV'L H ACE BEFORE PLACING THE NDfT LIFT. a $ ~
- _ _ THE MEEK OR BE3dRE A FORECASTS) STORM. SClRIFY THE SHOOT SURF ? Q , p,ND Cq N _ _ ~ BY SURFACE NATE1t OR ICE SHALL ~ RBIOVED PRIOR TO THE pLACBENT a ~y` ~ '0F~'.'9~$ 12, ANY EIe111O~iT FILL MAIERIN. THAT IS FR0181 OR SOFTSED
1 _ _ _ a ;~o 'I OF ilE NEXT LIFT, BY A PORTMiE CONPhG1ER ~ ; ~ 9~
I 1 - I I 15. ANY ClMAC110N NI THIN THIS PffT FROM THE CCNCREIE NH.LS AITDIOTFHt STI~ ~ COMPACTION SHALL ff TO 951 ~ _r _ . i _ _ - _ _ TO AVOID DAhY1GE TO THE 9TRJCTURE, rHE wUCIHM LooSE LIFT N GxHESS ~ ;U1 1158 ~y:
I STNDARD PROCTOR. CA1'hGTlpl TES11N6 FREOIJENCY SHH.L BE A5 STATED IN 1181 I I I SNN.L EE KEPT DRY AT ALL TIMES BY FEPNS OF Lam, 9UH' PUMPS, TR81CHE5, PIPES ND ANT OTHER MEASURES i7~ ~M` 14. THE CONSTRJCTION 5 TE
t - _ _ , OR EOM PMENT THAT I S REC<I I RID. ~ Q _ __--..___I- . _ _ _ _ 15. FDISTURE CCNT8IT CF THE EMBNKlfNT FILL DURING PLA(.fItTIT SHALL BE NO ICPE THAN II BS.I)i TO 5 1 ABOVE OPTIMJM HJ15TURE CON181T,
j _ I _ _ _ ~ _ I i i ~i4J- r`~ ON CdDiTid15, DRYING OR SPRINKLING MAY BE REOUIR~ CURING Cdt5TW1CTION, •j Q DEPENDI HG
I _ - - AND Cd'PAGTED I N h UNI FORM CGIIT I NUA15 FASIII GH, f F,P+? Ib. TFE EIEN1K1EiIT FILL slNU PE PLhLEl7 AL HAS BEEN 155UED BT THE CITY, ry/ggY M ~ TO THE DRAT N SHhLI NOT BE CLOSED NOR ANY Nh1ER I IPOUN[fD B81I HD ilE DAIt LN11 L THE APPRON ~gNnnrlN~
I _ - - - r, n n ~ I- nn I1 THE GATE
+UU LT VV
i 0+00 I+00 2+00 3+00 +
REV15101 NI GITY STAFF REVIEW 09-25-04
A T E K u H ~ E ~ ~ E H - S( ,~E ~~T~~u 'I°~ STORM WATER MANAi
ANAGEMENT REVISION N2 CITY STAFF REVIEW 04-20-04 TAFF REVIEW 05-19-04 REVISION M3 CITY 5 PFJEST,C-R-A-VEN ETLMD POND # 5 LANll USE CONSUL l AN 1 S PLANNERS/ LANDSCAPE DESIGNERS/ SURVEYORS / ENGINEERS
HARR I NGTON O I NT DATE: FEBRUARY 20, z~4 EXTENDED DETENTION WETLA~ Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email PriestCraven(~ncxr.com 3803 - B Computer Dave, Swte 104 PRELIMINARY NOT-RELEASED FOR CONSTRUCTION
GENTEX HOMES PHASE ONE RALEIGH, NORTH CAROLINA PROJECT: 2003-004. 001

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LARRY PH~,L~ I P SRI D6E5 DDB 642 ~ AGE ._0 I I
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T / _ L ~ I NWOOD C. BARL~?l~
I X78 PACE ~5 - X015 SPIKES BERRY ~1 B - RE D; I ~'V
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ZON I NG• R
N07ES:
1, ASPHALT INSTALLATION IN TWO APPLICATIONS: 1 1/2" & 1'~.
2. USE WHEN STONE/ASPHALT COMBINED DEPTH IS GREATER THAN GENERAL NOTES
oR EQUAL ro 1a' DS140~ ~Rgi~l~ 3. A BERM WIDTH Of 9.5' IS REQUIRED ON LOCAL ACCESS SYSTEM R/W
ROADWAYS WITHIN 50 FEET OF ANY INTERSECTION AND WITHIN 45' R16HT OF WAY R16HT of WAY cL A, ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN E. VERTICAL RELATION OF SANITARY SEWER MAINS TO STORM SEWER ACCORDANCE WITH AN APPROVED EROSION CONTROL PLAN,
100 FEET OF ANY INTERSECTION ON COLLECTOR STREET SYSTEM ~a~ ROADWAYS. SEE STREETS, SIDEWALKS AND DRIVEWAY ACCESS HAND $ P 2 2 2004 „ WHEN A SANITARY SEVER IS GROSSING OVER OR UNDER A STORM
BOOK (DESIGN CRITERIA. ~ ° 4 SLOPE=1"~ FT. o B, ALL GONSTRUGTION AND MATERIALS TO BE IN S"rRIGT ACCORDANCE SEWER, A VERTICAL SEPARATION OF 18 INCHES SHALL BE 21.5' Exisr. WITH CITY OF RALEIGH STANDARDS, MAINTAINED UNLESS BOTH LINES ARE OF A FERROUS MATERIAL,
4. THE PAVEMENT DESIGN FOR MINOR THOROUGHFARES SHALL BE A ~ ~ .,~I - 3~ 5 „ a ° ~ o ~ 12, 5' 21.5' MINIMUM OF 8" ABC, 3" BCBC TYPE H AND 2 1 /2" Of BCSC I ~~r~~.~ ~ ' i ~V;~ ~ ~ a ~ a ° ii.o'+/- C, HORIZONTAL RELATIGN OF WATER MAINS TO SEWERS F, GENERAL VERTICAL CLEARANCE
TYPE I-1 OR I-2. THE PAVEMENT DESIGN FOR MAJOR THOROUGHFARES ° , 2.5'
AND ARTERIALS SHALL 8E A MINIMUM OF 8" ABC, 4 1~2" BCBC TYPE H _ 2' S -1 R I-2. THESE PAVEMENT DESIGNS MAY ~ ,o AND 2 1/2" OF BCSC TYPE I 0 ° a o ~ ~ a ~ / ~ LATERAL SEPARATION OF SEWERS AND WATER MAINS, WATER MAINS WHEN OTHER UNDERGROUND UTILITIES ARE ENCOUNTERED, 12 INCHES
BE INCREASED BY THE ENGINEERING DEPARTMENT BASED ON TRAFFIC ~r, ExTEND AT Ex. SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR OF SEPARATION SHALL BE MAINTAINED. CROSS SLDPE PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT
VOLUMES, SUBGRADE SOIL STRENGTHS AND/OR TRUCK VOLUMES. STnNDnRD I/d/FT R/w sIN6LEHn~DICnA R/w ~8"- 12 ~F~~ 5 SW A 10 FOOT LATERAL SEPARATION - - IN WHICH CASE G, SEWER SERVICES
SEE DRIVEWAY DETAIL ~ SEE S>~DARD ~
WITH SIDEWALK ND. 20. I I 3O• STANDARD Cf G \ STD. N0. 20.01 ~ I, THE WATER MAIN IS LAID IN A SEPARATE T NGH I TYPICAL SEVER SERVICE TO EACH LOT IS TO BE A' PVC, SEE C 20.31 ON THIS PAGE ~ W TH THE 1.2 ELEVATI~! OF THE BOTTOM OF THE WATER MAIN AT LEAST 18
2" TYPE I -2 AGGREGATE BASE cou~sE INCHES ABOVE THE TOP OF THE SEWER. OR H~ WATER SERVICE 'E H USE WHEN STDNE/ASPHALT COMBINED
~ 3. 30" VALLEY TYPE GUTTER 3• TYPE H 10" C, A. 8. C. B. c. DEPTH is GREATER THAN oR EQUAL To is°. 2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEDER TYPICAL WATER SERVICE TO EACH LOT IS TO BE 3/4' COPPER
SEE DRIVEWAY DETAIL W1 P1 SIDEWALK WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF WITH DUAL CHECK VALVES ! FORD ANGLE CHECK VALVES;.
SEE NOTE 1 SID. N0. 20.01 V I LL L- UNDISTURBED EARTH, AND WITH THE ELEVATION GF THE BOTTOM I, EXISTING UTILITIES ING W N OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP ~
E E aN sTO No zoo-~ ' THE SEWER,
- 65 OW 12 2 90 NT CONTRACTOR SHALL VERIFY EXACT LOCATION AND GRADE OF ALL PAV 65 12 D. VERTICAL RELATION OF WATER MAINS TO SEWERS EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION,
Rw lW NO SCALE NO SCALE
c c GROSSING A WATER MAIN OVER A SEWER, WHENEVER IT IS J, ALL SANITARY SEWER LINES ARE 8' UNLESS OTHERWISE NOTED,
C C R/W R/W R/W O A/W NECESSARY FOR A WATER MAIN TO GROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION 1HAT THE BOTTOM OF
o © ! ° THE WATER MAIN 15 AT LEAST 18 INCHES ABOVE THE TOP OF THE K. LANDSCAPED 15LANC5 WILL BE MAINTAINED BY THE HARRINGTDN
~ SYh~OL. LEGEND z, ap as' ~ ® as' s.e' S' ~r• "qk as, ® ~ z.A' as s' x >r c~c ~ SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 POINT'S HOME OWNERS ASSOCIATION AND NOT THE CITY OF RALEIGH, INCH VERTICAL SEPARATION IN WHICH CASE BOTH THE WATER
~/4" fL CBtD ,/pr-Fi. i/y~'T, ry~l SLOPE i/4A EL L 1/~ ~/p•~T b. MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS
SLOPE 1 4' FT, C L ® 14"/FT, z'~ ~ 4 pT . ® ~l4" fT, • ~7 M DRAINAGE WATER f SEWER bqA, r~. ,,J•...;....., SIDEwAIx pX M~'~ ° r ~ ~ ~ SIDEWALK K ~ AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF
M1,~ ~ END SECTION FIRE HTDR/JJT FLARED ® BITUMINOUS CONCRETE SEE NOTE Z SECTION C-C BITUMINOUS CONCRETC ~ Illllll/~,l GROSSING. CA
SEE NOTE 2 SECTION C-C O aca+ECaTE BASE cauasE ~ GATGH BA51 N H GATE VALVE RD o ~i
® AOOREGAIE BASE COURSE COMPACTED SUB IRaDE ~o VAwE CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS p
RESIDENTIAL STREETS RESIDENTIAL STREETS FO COMPACTED SUB GRADE STORM MANHOLE BLOW OFF AND GhTE VALVE R/W a B c D E c CI tY OF RALHGH A/w a e c D E c CI7Y OF RALEIGH ~ NECESSARY FOR A WATER MAIN TO GROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE 5EWER SHALL BE CONSTRUCTED OF A
sD' 4r 20.5' ~e.o' z I/2° i-2 e" Aec 9.~ eD' 4r 2a s' ie.o' 2 i/2" I-2 a" aec 9.5 ~ YARD INLET Q WATER SERVICE FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN
55~ 36' 18.0' 15.5' 2 1/2' I-2 B° ABC 9,5~ GENIRAL ENGINEERING DEPARTMENT 55' J6' 18,0' 15.5' 2 1/2" I-2 8° ABC 9.5' CENTRAL ENGINEERING DEPARTMENT CTAI11'1Al~l'1C c/1U A f11 CTAAI/G /1C I/1 GAT (lAl FLr'U SI f1G (1F T4JF D/111JT i. ~hl//~9 mow:
50' 31' 15,5' 110' 2 1/2" 1-2 6" ABC 9.5' PArE 7/5/00 CRAW er: JTe 50' 31' 15.5' 13.0' 2 1/2" 1-2 6° ABC 9.5' - flare 7/5/W cRUAN ar: JTa GRATED INLET • J1 rVVVrIMVJ I VI, I\ VI JIf%I`IVL VI Iv I L-L v1A t-1 V~lI ~ I V" W1 II1V I vI II ; OF CRO55ING, A 5ECTION OF WATER MAIN PIPE: SHALL BE CENTERED AT
45 26' 13.0 0.5' 2 1/2" 1-2 6" ABC 9.5' 45' 26' 13.0' 10.5' 2 112" I-2 6° ABC 9.5' SEWER MANHOLE RESIDENTIAL NOTES: STANDARD THE POINT OF CRO551 NG, '~yG
STREET 1, ASPHALT INSTALLATION IN Two APPLICATIONS:, 1 1/2" & 1 RESIDENTIAL No SWALE / DITCH • SEWER SERVICE DETAIL 2. USE WHEN STONE/ASPHALT COMBINED DEPTH iS GREATER THAN CUL-DE-SAC
STD. 20 31 OR EQUAL TO 10 STD. $ 20,32
REV. #I CI TY CafENTS 10.08.03
A CLUSTER UNIT DEVELOPMENT OF ATTACHED AND DETACHED TOWNHOMES SCALE: I°=60' PRELIMI NARY SITE 03 REV, N2 CITY U"ENTS 10.23.
51 TE P.D.I.EST.CRAVEN &AsSOCIATESINC. 5 OF
HARRIN6TON POINT F DATES SEPTEMBER II, 2003 DEVELOPMENT PLA~ PLAN LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 l 781-0300 Fax [phone] _ Email [e-mail]
ISPONSEf;MD 8Y: CENTEX RALEIGH, NORTH CAROL I NA PROJECT: 2003-004.001 PRELIMINARY NOT-RELEASED FOR COt4STRUCTI ON
F VBEN\LAIJD PROJECTS R2\20173-004.001 CENTEX LEESVILLE ROAD\DWaAPRELII'll NARY\2ND-SUBMITTAL\ PRE-2003004-5DEV-04 q-Ci, (kt 24, 2003 - 1 1.29 AM ADIaNISTRATGR

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REV. #1 CITY COMhENT5 10.06.03
A CLUSTER UNIT DEVELOPMENT OF ATTACHED AND DETACHED TOWNHOMES SCALE, IDREL I M I NAR'~ 5 1 TE I TE REV, 42 CITY COMENTS 10.23.03 PFJEST,CRAvEN '
HARR I NGTON PO I NT F DATE: SEPTEMBER II, 2003 PLAN LAND USE CONSUL'1 AN 1 S PLANNERS I LANDSCAPE DESIGNERS / SURVEYORS/ ENGINEERS 3803 - B Computer Drive, Suite 104 Raleigh, N.C, 27609 . Phone 919 / 781-0300. Fax 919 l 782-1288. Email PriestCraven(~ncrr.com
PRELIMINARY NOT-RELEASED FOR 7777771 ON
ISPONSERED BY: GENTEX RALEIGH, NORTH CAROLINA PROJECT: 2003-004.001
F:\BEN\LAND PROJECTS R2\2003-004.001 GENTEX LEESVILLE ROAM Dl-*\PRELIMlNART\2ND-5UBMITTAL\ PRE- 2003604-SDEV-05 Dk6 , Oct 24, 2005 - 11 30 AM Aa9 N15TRATGR

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REV. I CITY CONMENT5 0.51 TE REV, Y2 GI TY GCMENTS IddCRAvEN •
I " =60' PRIEST
A CLUSTER UNIT DE_VELO
HARR I NOTION PO I NT DATE SEPTEMBER II, 2003 DEVELOPMENT PL~ PLAN LAND USE CONSULTANTS PLANNERS / LANDSCAI'E DESIGNERS / SURVEYORS /ENGINEERS 3803 - B Computer Drive Suite 104 Raleigh, N.C. 27609. Phone [phone]. Fax [phone] . Email PriestCraven(a)nc,rr.com ,
PROD EDT: 2003-004.00 I PRELIMINARY NOT-RELEASED FOR CONSTRUCTION
F I - - PMENT OF ATTACHED AND DETACHED TOWNHOMES SGALE SPONSERED BY: GENTEX RALEIGH, NORTH CAROLINA
F \BEN\LAND PROJECT 5 R2\2003-004 001 GENTEX LEE5VILLE ROADVD'6\PRELIMINARY\?ND-5UBMITTAL\ PRE-2003004-5DEV-06.Db16 . (k+ 24, 2003 - 11: 31 AM , ADMINISTRATOR

~ ~ y- ~ ~ ~
, ' \ 3
~ ~ PRI VATf
' • DRkVE
~ ~~e • _ _ _ _ _ . _ _ ~9 " I , ALL WORK SHALL BE CONDUCTED I N STRICT ACCORDANCE WITH THE PLANS AND SPED I F I GAT I DNS. THE , RK SHALL BE TIRE
/ \ _ - ~ CONTRACTOR SHALL G CTOR SHALL CAREFULLY READ AND THOROUGHLY UNDERSTAND THE PLANS AND EN
a a I GEOTEGHN I GAL REPOR .HN I GAL REPORT PRIOR TO BEGINNING CONSTRUCT I ON.
~Ut~' m . • ~ ~~Q r, _ 2, NO WORK SHALL TAKE ON THE EMBANKMENTS WITHOUT COORDINATING THE OBSERVATION AND K SHALL TAKE PLACE HE
TESTING OF THE PRO T GEOTEGHNICAL ENGINEER, ALL SOIL MATERIALS ARE TO BE APPROVED BY T ~ IG OF THE PROJEG a. TION INTO THE EMBANKMENT, `
~`7 ~ • GEOTEGHN I GAL E~IGI N ,HNIGAL ENGINEER PRIOR TO INGORPORA TE PEGTION AND OBTAIN GERTIFIGA VI GES PER THE PLAN, GALL FOR INS .L EROSION CONTROL DE ~l -Z
s I 3, INSTALL EROSION CO • • G I # 87 ~ OF GONI'L I ANGE. ~'l.l ANGE. ~ ',ti
252 ~ ~ ~ _ ~ ' 253 ~ I 4, GUT ALL TREES AND I TING VEGETATION FROM THE AREA OF THE BIORETENTION E _ _ _ .L TREES AND REMOVE ALL EX S ~ ,
~ ' BASIN. - z 005E SAND, / a~
u., ~ 5. GRUB ALL TREE STUN FFE=518, 7 ~ ~ . . ~ ~ I65- ~ +LL TREE STUMPS, REMOVE ALL ROOT MAT, TOPSOIL, ORGANICS, POCKETS OF L WITHIN THE LIMITS OF THE BI ORETENT I ON BAS I N. / ~ ~ ~
GRAVEL, AND ANY UN / PE=518.0 2 ~ AND ANY UNSUITABLE MATERIAL FOUND o , SSARY TO PROTECT THE AREA / ~ I - ~ ~~~V
FFE=519.7 Q • ~ ~ b, THE GCNTRAGTOR SHA ~ITRAGTOR SHALL TAKE THE APPROPRIATE MEASURES AS NEGE F OW. ISTRUGTION FROM STREAM L T
PE=S i 9.0 256 W V ~ ~ ` aF GONSTRUGTI ON FR a FFE=520.7 ~ ~ + ~ 7, PLACE EMBANKMENT N ~ _ ~ AGT TO A DENSITY OF AT LEAS ' -1 EMBANKMENT MATERIAL IN b TO 9 INCH LIFTS AND GOt"~' ,o
PE-520,0 FFE=520.7 u, Q + STANDARD PROCTOR. AGT I ON TESTING SHALL BE PREFORMED BY THE GEOTEGHN I GAL ENGINEER AT i _ ~RD PROCTOR. COMP ` ,
PE=520. o z / + LOCATIONS AND FRED FRE(~JJENGY TO BE DETERMINED BY THE GEOTEGHNIGAL ENGINEER BASED GN THEIR ~ . ONS AND ~ ` ~ FT. BENCH _
_ ~ ~ 257 XPE - FFE=520.7 ~ JUDGEMENT AND E A GOOD BOND WITH THE NEXT LI / 'ENT AND EXPERIENCE. SCARIFY EACH LIFT TO FORM _ ,
258 EACH LIFT INTO THE PE=520.0 `2,59 ~ KMCNT F I L I TING SLOPE, .I FT INTO THE EX 5 ~ AM TO PROMOTE THE KMENT FILL SHALL BE SLIGHTLY SLOPED TOWARD DOWNSTRE 1BAN - ~ i____~ "
,i~ ~ & THE EMBAN lGE OF SURFACE WATER DURING GONSTRUGTION, ~~-3 --1---~'/
~ FFE=521,7 DRAINAGE OF SURFA( ~ _ 260 9, THE SURFACE OF THE ~ ~ ~ PE-521.0 D OFF WITH A SMOOTH DRUM ROLLER PRIOR TO _ ~ ~I 1RFAGE OF THE EMBANKMENT SHALL BE SEALE
, ~ FFE=52i 7 261 ANY PRaONGED DEL,a LASTED STORM. ' - - ZOLONGED DELAY SUCH AS AT THE END OF THE WEEK OR BEFORE A FORE ~Y_4
~ Q PE=521.0 FFE=522.7 SCARIFY THE SMOOTf 1 262 =Y THE SMOOTH SURFACE BEFORE PLACING THE NEXT LIFT, , - ~ " BER-3 ~
AO' L I DE in PE=522.0 10, ANY EMBANKMENT F i L RI P RAP L I N ~FE-522.7 ED PRIOR 1 1BIWKMENT FILL MATERIAL THAT IS FROZEN OR 50FTENED BY SURFACE WATER OR ICE SHALL % 'LOVED PRIOR TO THE PLACEMENT OF THE NEXT LIFT, , ' % I "
ES# 90 ' ~ ~ REr10V EADE / "M~ PE-522.0 FFF=52z~7 II. ANY COMPACTION W11 ~AGTION WITHIN THREE FEET FROM THE CONCRETE WALLS AND OTHER STRUCTURES SHALL BE ~ " i
o ~ ; ~ ~ ~ 11.0 PE=522.0 FFE=523.7 PREFORMED BY A POF T E C,OhPAGTER TO AVOID DAMAGE TO THE STRUCTURE, THE MAXIMUM LIFT ~"ED BY A POR ABL
- ~ THICKNESS SHALL BE 16.0 PE=523.0 _ BE 4 INCHES AND MINIMUM COMPACTION SHALL BE TO 95~ STANDARD PROCTOR. lE55 SHALL ~ -
/ COMPACTION TESTING FREQUENGY SHALL BE AS STATED IN ITEM 1. ,TION TESTING ANS OF COFFERDAMS, SUMP
/ ~ STRUGTION ~ ~ ~ ~ 12, THE GON i , ~ ~ ~ ~ ; ~ PUMPS, TRENCHES, f ~JSTRUGTION SITE SHALL BE KEPT DRY AT ALL TIMES BY ME I S REQUIRED. NT I ~N AREA # TH R MEASURES OR EQUIPMENT THAT B I ORETE TRENCHES, PIPES AND ANY 0 E T x
5 0~ / - 15 RCP ~ / ~ . - - - ; ~ - _ 13. M01 STORE CANT N ~ - / i~ JRE CONTENT OF THE EMBANKMENT FILL DURING PLACEMENT SHALL BE NO MORE THAN I~ ABOVE 0 3 I -3a SCALE.
~ OPTIMUM M01` PRI NKL I NG MAY BE PLANTING AREAS OPTIMUM M015TURE CONTENT, DEPENDING ON CONDITIONS, DRYING OR S
~ ~ / ~ i9 o ABOVE ' / ~ ~ ~ - - ~ REQU i RED DURING G( a) / ~ ~ ° 0 20 tED DURING CONSTRUCTION,
~ ~ ~ i ~ KMENT F I l / ~ , 21 14. THE EMBAN 1BANKMENT FILL SHALL BE PLACED AND COhPAGTED IN A UNIFORi~ CONTINUOUS FASHION. .L CURB INLETS AND IGSOGIATED STORM SEWER. BAGKFILL MID GOhPAGTION OF THIS SEWER
~ / r j ~ - ~ 15, INSTALL CURB INLE1 - ~ . , ' _ _ - , SHALL BE CANRJGTE[ D TESTING OF THE PROJECT GEOTEGHNIGAL ENGINEER ~ BE GONRJGTED UNDER THE SUPERVISION AN
~ E 15' W I DEiR I P RAP - A ,i TO THE CONI'AGTION i,== / --SF~CLWAY WITH ~ ~ GONPACTION REQUIREMENTS GUTLINED IN ITEMS 7 AND II ABOVE.
_ - , - - ' ~ GEOTEXT I LE UNDERL I NER I b, DO NOT BEGIN I NST ~ Y f BEGI N INSTALLATION OF SAND FILTER, DRAIN LINES, PLANTING 501 L PLANT MATERIAL, 110 ~ ~ 3,2p0y,F. (0.07 AG)
_ f-- AND HARllWWD MULGF _ - ~ , " - 1by ~R1~,IOOD MULCH, UNTIL THE ENTIRE SITE 15 COMPLETELY STABILIZED, :400 (yT~y/p,GR~ PLANTING DENSITY . . . . .
I7. INSTALL 12 THICK NUMBER OF PLANTINGS . , , , . , . , , = 28 _L 12 THICK SAND BED AND 4 PERFORATED DRAIN LINES. : 3:1
' ~ i' - - ' HEADWAL ~ I NV', ~FO#4 . - - - - . - _ _ _ _ ~ r 18, INSTALL 4' THICK f ' HI PLANTING SOIL BED, PLANTING SOIL SHALL BE A SANDY LOAM , WITH A CLAY SHRUB /TREE RATIO _L 4 T GK P R HOUR, PLANTING NUMBER OF TREES
- ~ ; " ELEV= I I.O~ ~ CONTENT OF LESS TI " TION RATE IN EXCESS OF 0,52 INCHES E - 7 VT OF LESS THAN 25 AND AN INFILTRA
~ 1 _ . ~ SOIL SHALL BE IN I - - SHALL NOT E7(GEED ' ,F1"PVC WITH 3/8' PERFORATIONS -ON _ - SHALL BE IN A PH RANGE OF 5.5 TO b. 5, ORGANIC MATTER FROM 1,5 % TO 3,0 AND SOLUBLE SALTS NUMBER OF SFIRllB9 21 00 PPM, PLANTING SOIL SHALL BE TESTED PRIOR TO PLACEMENT TO CONFIRM NOT EXCEED 5
_ b' CENTERS WITH 4 HOLES PER" ROW ; ' , ` - - - PROPERTIES, ~T I ES.
- - MIN, IN FILTER FABRIC SOCK. _ 19, PLACE PLANTING 501 PLANTING SOIL IN 12 INCH LIFTS AND GOhPAGT LIGHTLY,
20. INSTALL PLANT IMTf ~ _L PLANT MMTERIAL PER PLAN,
- - - - 2I, INSTALL A 2 IN ' _L A 2 I NGH THI GK LAYER OF 12 MONTH OLD SHREDDED HARDWOOD MULCH, (ant j5t - Bjoretention Area #4 T ical P L yP
,y ~iA.lal Nape po. IEool
I N N I [iRll 2 w. R.e Oak [iNr'cub rub'vm 2.B' aallP.r Be. Plan rw' MAX) B!B - Ilsx 5nanrock' b-24" Bee Plat conldna(9 Eau
. _ - - ~---a - - ~ ~ ~ ~ ~ ' ~ 165 a - - _ - RB kve RNer Brch Bewb nlga, flsMtage' Z5' caliper' gee Plan (w' MAXI B~B__
15' I _ - - ROD 3 tilrvb RedDeW Doghood Game ?tonNera 74^Db' Bse Plan GontcNnerf5 6d)
_ . ~ _ _ - - - -ir i ~ _ RM 4 free OcWber' 61ory Psd McpN Ater nRxtrn 'OCkbsr bkxy' 4.5'<,al Bee Plat (w' MAXI BIB
I ~ i _ 1 _ ~ ~ I ~ TOP OF EMBANKMENT EA 4 throb ~~yt~ a~ 18-14" See Plan Gantd 6a -
i I i ~ _ _ IKMENT _ wBY 4 elrvb Wrderben~y Ikx wrtwiWta 1a-74' gee Pkrt Gontdner(B GaU 5 18, 50 GontalrrA3 6aU
_ _ _ i _ l2__.._ S4 ' ~ f _t- - i BHt 9 ~frub BerUa'k ~'"9a''9N IE-Z4' Bee Plat LINE SPILLWAY
; I I i - T I T yRpNp coves . o~P ~ Haa» ata s+~ wiar+~ov rurM oval eaxr~ Rrvrtlw.,¦s, _ I WITH RIP RAP I
~ I ~ - ~ _ I ~ , ~ ~ I~ II -I I I- - 3 517.75
3
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EXISTI G _ - - N, T, S,
GRADE ; ~ I i
I _ - _ _ - j----- - t- r -
i RIP APRON I - - - r- - - _ _ _ . j-------____-- _ - tfVEL ~PREi~ER-
i l SEE DETAIL) I,
I 1- - _ f , I N
~ I F 90 WITH ~ ~
~ - - - T ~ BERNk 18,50 i - - OP ~ OF ~ PROPOS D ~ _ _ _ . _ _ _ 24' ~
I _ _ _ _ _ _ - a _ _ _ _ _ _ I- - - - _ i -SPI,LLWI~'( ELE 517.7 ; GRADE ~ FOR LBrG 4 MIN,
i ~ i
2' -4' HA DWOOD MJL H ~
- - I ~ _ . _ _ _ - - 2 @ 2 X 2 FEET RISER SIZE
- - I i ; j ~ - - 15 INCH
. I - - _ I- _ - - i BARREL DIAMETER
~ ~ ANTI - - PLANTING 501 L 5 I b. 50 ELEVATION AT TOP OF
NOib USE NGDOT U.A55 ' B' RIP-RIP; ~ PLANS OF SOIL 5 I I.50
I - ~ - - _ _ _ _ _ - - -----___E____ _ - - i-- - _ N57 STONE TO H ELEVATION OF BOTTOM SPREAD ALON6 TOP ~ 51 ZE MD DST
t I ~ I j ' Lam. NEAP ~ ~ RISER 5 17 , 25 IP_RAP RETAINING ELEVATION OF TOP OF
arr~iERr~ w~LL at FES 511, 18 ~ 511.5 INVERT ELEVATION AT RISER
, . , . ~ ~ y i i ~ z Ir RfP
_ _ _ - _ _ _ _ - b PERFORATE 1 , BIOA l H ADWALL FES 511,00 RT ELEVATION AT E / INVE BIORETBlTION AREA 15 FEET
~ I ~ I i IN IN MI I I _ EMERGENCY SPILLWAY WIDTH
~ F I T R WRAP; 38 LF 15' I 3 LF 15 RUNOFF FROn RIP RAP To I I,o rN.T>~ FABRIC 5 I ~ . ~ 5
I Ate' I~ EMERGENCY SPILLWAY ELEVAT i ON DISGFNflGE AS SHB:T RON 6' D&~ NGDOT N515T4~E TO BIORETBITIAI AREAS, FILTER EB.ANKET T I ON 5 18.50
r ~ ~ i TOP OF BERM ELEVA
I i j-- - _ - I - - - _ _ _ _ _ _ _ _ . _ _ j - _
~ ~ j ~ i _
~ I _ ..-.._.1_ --b'i~D ~ ~ 1.----- - ! _ _ - _ I - - -
i ° I ~ L=5 ,
r - -1~5'
i ~ ; ~ i, -
' ~ I I T = GLA S A I , , SON
; - _ _ - - - - . - - _ _ - ----t - - - _ _ -
f , I D - i ~ 50 I ! ~ ~ _
urn ~ `~9--~~-`~--- - _ . _ _ _ _ - - 1-- - - - _ - - , - ~ r---- - ~ _ _
~ ~ ; j ,o ~
_ _ , _ i._..-- - - ~ I ~ ~ O
I t - _ _ _ - _ - W r------- - UTILITY INSTALLATIONS AND OTHER PUBLIC FACIIJTIES , INCLUDMG SIDEWALKS ANO HANDICAP RAMPS ARE TO
I ~ ~ I ~ I hw- > ~ BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY Cf1Y CODE. THESE FACILITIES HAVE BEEN APPROVED
. _ _ _ W - I-- _ ~ ~ - w l BY THE CITY OF RALEIGH AND SHALL BE SO INSTALLED
I j ~ J V E- it N J v H ~ UNLESS A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL PUBLK: SANITARY SEWER EASEMENTS ARE TO BE RECORDED `,Ip1111111111//j~
f I - -f~ ~ PRK)R TO FlNAL ACCEPTANCE, ~ CA RQ N CARQ /b, SIGNATURE; ~ t~~ ~ ~j
i ~ > - ~ ~ j j NI I ~ _ j--__- _ i_ - - _ _ ___~n _ -4_.- _ - f'1DSC '~,ti 0 ~i
I I _ _ r-- I? ENGINEERING ; Q - t _ 4~ 9
l ~ ~ - :W Al PUBLIC U1IUTIES: :N ~ . 1158
I _ I m - m JlL JLL _ _ ' - I
- _ _ a i-- J J I ALL CONSTRUCT I ON AND MATERIALS TO BE I N TRAFFIC ENGINEER; ~ ~ ; F I ~ p .,,y GI NE ~
I W- OI 2 Z W O ~I N tl 1- - _ t/1 lL I- b0 30 I D STRI GT ACCORDANCE WITH THE GI TY OF RACE GH, J-'~,,, ~ , 0 ~ NGDOT, AND NGDENR STANDARDS CONSERVATION ENGINEER: R EPA' ~q S F. ~ 1~~
_ A~_A Y M
SPEC I F I GAT I ON5 E UETA I L5
0+00 1+00 2+00
REVISION MI CITY STAFF REVIEW 03-25-04
=3d A CLUSTER UN 1 T DEVELORh EN T WRI ZONT& I'
SGALE' a3' VERTIGN. I STORM NATER MANAGEME 05EMENT REVISION N2 CITY STAFF REVIEW 04-24-04 REVISION N3 CITY STAFF REVIEW 05-19-04 PRIEST CRAVEN & ' AsSOCIATES,INC. or-
HARR I NGTON PO I NIT DATE. FEBRUARY 20, 2004 1 BIORETETION ARA #4 USE CONSULTANTS PLANNERS /LANDSCAPE DESIGNERS/ SURVEYORS /ENGINEERS LAND
H CAROLINA PROJECT: 2003-004, 001 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email PrlestCravenc~nC.rr.COm 19
HOMES PHASE ONE RALEIGH, NORTH ICENTEX PRELIMINARY NOT-RELEASED FOR CONSTRUCTION
Nr' r'N, il' li ;L'4TF "qlf '1,33-Ck'l,X,I ±FNIE, - HA.PFINGT(fl P0 I1if - BALL ,,+I 1L-&LON5TRUUIGN\PHA5F I\3RD 5JBMITTAL\ LON-2003004-1 4-B104 DUG , hby i4. 2004 - 3: 12 PM BEN

4
~ i. ~ ~ ,
f y ~V i ~I7.0 FFE=SI
/ ~ ~ i - ~ CI #82 ~ ~ 24 ~ ~ - PE=51~
- ~ - -r--- ~ ~ ~ ~ i + _ ~ ~ ~ WORK SH, WITH THE PLANS AND SPEGIFIGATIONS. THE ~
- ~ / I ; ALL V~ - ~ i GCNTRAGTOR ' ALL WORK SHALL BE CONDUCTED IN STRICT ACCORDANCE TIRE D THORGUGHL'f UNDERSTAND THE PLANS AND EN RB-I / GCNTRAGTOR SHALL CAREFULLY READ AN
A ~ ' ~ ~ i ~ ~ I ~ ~ ~ - ~ rl - ~ GEOTEGHN I G T GHNIGAL REPORT PRIOR TO BEGINNING GONSTRUGTIGN, AND GEO E T COORDINATING 1HE OBSERVATION FFE 58.7
~ ~ _ ~ ~ I 2. NO WORK SHN ~~I - ~ EMBANKMENTS WI THOU RB-I NO WORK SHALL TAKE PLACE ON THE S ARE TO BE APPROVED BY THE PE=518.0
I ~ N of ~ ~ ~ TESTI G _ ~ ~ I ~ TECHNICAL ENGINEER, ALL SOIL MATERIAL TESTING OF THE PROJECT GEO KMENT,
_ 45 ~ GEOTEGHN I cA - ~ 2 PRIOR TO INCORPORATION INTO THE EMBAN ~ ~ IGS~-'5_- GEOTEGHNIGAL ENGINEER IN pEGTION AND OBTAIN CERTIFICATE ~ 1 GES PER THE PLAN, GALL FOR S 242 - FFE =5 i 5. ~ i
~8 - ~ ~ 24~ II ~ ~ ~ INSTALL ERO ~ 5° RcP ~ ;24b 248 3 ~ INSTALL EROSION CONTROL DEV ' PE=~15, 0
~ _ _ , ~ OF GOMPLIAN ~ ~ II , - 1 _ ~ ~ , VA~I ABLE WI DTFi~~ ~ 4; GUT ALL THE OF COMPLIANCE. THE AREA OF THE BIORETENTION EA_~ TREES AND REMOVE ALL EXISTING VEGETATION FROM GUT ALL ~
FFE•515.7 ~ I ~ PRIVATE DRAT NAME BASIN. I FFE 515, 7 FFE~514, 7 I , ~ SAND - - - F{=E`519.7 ' BASIN. AT TOPSOIL, ORGANICS, POCKETS OF LOOSE ~ ,
PE~515, o Pf•5I5. o ~ FFf~51b. ~ I ~ I AND AGGfS~ EASEMENT 5, GRUB ALL TR ' 2,~ lB ~ ! P~51 A, 0 ~ PE•51 0 ~ ~ ALL TREE STUMPS, REMOVE ALL ROOT M ON BASIN. PE=59,0 ' GRUB ND WITHIN THE LIMITS OF THE BIORETENTI ~
~ p! i ~ ~ I , / GRAVEL, ANC GRAVEL, AND ANY UNSUITABLE MATERIAL. FOU OTEGT THE AREA ~ Z THE APPROPRIATE MEASURES AS NECESSARY TO PR G1RU
~ W I , ~ ~ ~ ~ ~ l b. THE (ANT THE CONTRACTOR SHALL TAKE ~I r- - FROM STREAM FLOW. 95% , ~ 8ER-
> ~ II ~ OF GONSTRUC aL _ ~ ~ II 7, PLACE EMBM OF CONSTRUCTION ANp COMPACT TO A DENSITY OF AT LEAST KMENT MATERIAL IN b TO 9 INCH LIFTS PLACE EMBAN NIGAL ENGINEER AT ,',~h FFE=Sin ~
, ~ i V I ~ / ~ ~ ~ ~ , ~ STANDARD PF I TESTING SHALL BE PREFORMED BY THE GEOTECH _ ~ PE_51n o STANDARD PROCTOR, COMPACT ON ENGINEER BASED ON THEIR _
_ I ~ ~ i t 1 i ' _ - ~ , ao LoN~,_-~._~,~ _ ~ LocnTl oNS ~ FRE(~JENGY TO BE DETERMINED BY THE GEOTEGHNIGN. ~ FE-5i9.~ LOCATIONS AND FORM A GOOD BOND WITH THE NEXT LIFT. BEN
la` JUDGEMENT I i ~ i T AND EXPERT ENGE, SGARI FY EACH LIFT TO 'E=519. o ~ ~ JUDGEMEN RB- I
' , ` I I ~ ~ - FES 80 18 I I EACH LIFT I r EACH LIFT INTO THE EXISTING SLOPE, 7E THE ~ ~ SLIGHTLY SLOPED TOWARD DOWJSTREAM TO PROMO ROD-3
3O I ~ ~ 8. THE ENBANKP I ~ z ~ _ ~ z DRAT NAGE a THE EMBANKMENT FILL SHALL BE DRAINAGE OF SURFACE WATER DURING CONSTRUCTION. R PRIOR TO l /
~ ~ > - ~ II i _____r__ , _ 9. THE SURFACE NT SHALL BE SEALED OFF WITH A SMOOTH DRUM ROLLE War-3 THE SURFA,GE OF THE ENBANKME A FORECASTED STORM. /
~ I ~ - P 1 ~ ~ ~ ( ~o l ~ ANY PROLONG T THE END OF THE WEEK OR BEFORE ~ ANY PROLONGED DELAY SUCH AS A 7 - ,
, , - , ~ SCARIFY THI ~ ~ i ~ ~ i i ~ ~ ! ~ ( ~ ~ PLAGIN6 THE NEXT LIFT, E o - , SCARIFY THE SMOOTH SURFACE BEFORE WATER OR ICE SHALL RINAG
I ~ ~ ~ ~ ~ ~ ~ KI ~ ~ z 10. ANY EMBIVV TERIAL THAT IS FROZEN OR SOFTENED BY SURFACE MEIJT ~ ANY EMBANKMENT FILL MA SE PRIOR TO THE PLACEMENT OF THE NEXT LIFT, FFE=5,fn.1
~ I I ~ ~ ~ ~ Rcp I , I I , BE REMCNED ` ~ / \ ~ ~ ~ ~ ~ I (,P ~ ANY GOMPAG' BE REMOVED CRETE WAILS AND OTHER STRUCTURES SHALL BE ,ANY COMPACTION WITHIN THREE FEET FROM THE GON IMUM LIFT \ ~ PE=51n 0
I ~ ~ 15~~, ~ I ~ I I . - I \ ~ , ~ ' PREFORMED I 3 I i ~ BI 5 TER TO AVOID DAMAGE TO THE STRUCTURE, THE MAX _ PREFORMED BY A PORTABLE GOhPAG TO 95% STANDARD PROCTOR, \ _
I ~ A ~ A HEADWP~LL I NV, ~ I I THICKNESS . r v ~ . ~ _ i ~ ~ E~.EV 503, 5 BE 4 I NGHES, AND MINIMUM GOhI'AGT I ON SHALL BE - _ THICKNESS SHALL T p IN ITEM 7,
~ ~ ~ 1 ~ GOMPAG110N _ A ~ AG110N 1ESTING FREQUENCY SHALL BE AS STA E _ . _ GOf'f' TAT ALL TIMES BY MEANS OF COFFERDAMS, SU -
- ~ ~ ~ 12. THE GONSTPo 1 1 , THE (ANSTRIJGTION SITE SHALL BE KEPT DR ~ - RES OR E{~11 PMENT THAT I S REQUIRED, Rg- I I PUMPS, TRENCHES, PIPES AND ANY OTHER MEASU RM-3
~ ~ ~ I ,1 ~ ~ PUMPS, TREI FFE 5 ~ ~ ' ~ / ~ ~ \ ~ ~ ~ 13, MOISTURE G MORE THAN I ~ ABOVE TO 3% ~ _ EA-4 l-~---_-_ EMBANKMENT FILL DURING PLACEMENT SHALL BE NO - - IOy_4 8ER-.- MpiSTURE CONTENT OF THE PING OR SPRINKLING MAY BE -
hl PE 517,b ~ , . _ ~ i - ~ ~ b PVC, WITH 3/8, PERFORATIONS ON M MOISTURE CONTENT, DEPENDING ON CONDITIONS, DR - ABOVE OPTIMU
~ ' ~ ~ ~ ~ ~ ~ \ ~ ' H 4 HOLES PER ROW ~ ABOVE OPTI ~ I I , 6 CENTERS WIT' - ~ i ~ REQUIRED D ~ ,MIN, ~ I N F I LT FABRI G SOCK. ~ REQUIRED DURING GONSTRUGTION~ _ IN A UNIFORM, CONTINUOUS FASHION,
/ I ~ ~ ' ~ ~ 14, THE EMBANK 32 ~ ~ I FFE=518,1 ~ ~ ~ ~ 1 15. INSTALL GU SHALL BE PLACED AND COMPACTED - ~ THE EMBANKMENT FILL SEWER " " ' BAGKF I LL RND COMPACTION OF TH 15 500° 3 3 22 W 194.
~ - it 244 ~ ~ ~ ~ _ - / ~ / PE 518; o \ SHALL BE C INSTALL CURB INLETS AND ASSOCIATED STORM SEWER, TING OF THE PROJECT GEOTEGHNIGAL ENGINEER - . SHALL BE CONDUCTED UNDER THE SUPERVISION AND TES
II ~ i ~ ~ TO THE CON REQUIREMENTS OUTLINED IN ITEMS 7 AND II ABOVE. VARIi TO THE COMPACTION INES PLANTING SOIL PLANT MATERIAL,
' / ~ ~ ~ ` 16; DO NOT BEC 24 SAND FILTER DRAIN L DO NOT BEGIN INSTALLATION OF ABILIZED.
I W I C~ RIP RAP ~ AND HARDWC - ' i ~ II FFE;519.7 ~ , } ~ : SCI LLWAY WITH ARDI"K)OD MULCH, UNTIL THE ENTIRE SITE IS COMPLETELY ST AND H
- ~ ~ PE• 19. a ~ ~ ~ NC?ERLI R ~ GEOT~XTILE, U ~ ~ I1. INSTALL I~ 12" TH I GK SAND BED AND 4' PERFORATED DRAIN LINES. ARE~t # 5 I, INSTALL i TH A CLAY TENT I ON
~ , ~ ~ ~ 18. INSTALL 4 f \ DY LOAM , W B I ORE PLANTING SOIL BED, PLANTING SOIL SHALL BE A SAN LNG ~ 5, INSTALL 4 THICK TE IN EXCESS OF 0,52 INCHES PER HOUR, PLANT ~ O
, - 242 ~ T of ~ , ~ ~ , ( (ANTEN ~ > / ~Q ~ ~ ~ ~ ~ I ~ HALL i NF I LTRAT I ON RA E: I 3 5 % AND AN SGAL CONTENT OF LESS THAN 2 % AND SOLUBLE SALTS I NG PLAN I , 5 ~ To o , PLANT
~ % ~ \ ~ ~ ~ ~ SOIL S ~ % / ~ FFE=514,1 ~ ~ , A PH RANGE OF 5.5 TO 6, 5, ORGANIC MATTER FROM SOIL SHALL BE IN T D PRIOR TO PLACEMENT TO CONFIRM
y ~ ~ ~ ` SHALL NOT ~y ~ / ~ ~ ~ ,PE•5I9, 0 , ~ ~ PROPERTI E`. GEED 500 PPM, PLANTING SOIL SHALL BE TES E SHALL NOT EX ERT I ES. ~
~ ~ ~ ~ I , ~ i ~~<a ~ ~ i ~ ~ POND ~ ~ ~ ~ ~ 19. PLACE PLAT ND GCMPAGT LIGHTLY. a. PLACE PLANTING SOIL IN 12 INCH LIFTS A t~;
~~a~f ~ ~ ~ ~ i ~ ~t ~ s F ~ ~ ASEMENT ~ ~ ~ INSTALL Pi INSTALL PLANT MATERIAL. PER PLAN, H
~y d\ ~ ~ I ~ ~ v ~ ~ ~ ~ ~ `J ~ / 21, INSTALL A y/ , ~ I H THICK LATER OF 12 MONTH OLD SHREDDED HARaJ00D MULL , .10 AG) I , I NSTALL A 2 I NC N AR A . . . . 4b00 5•F. (0 BIORETENTIO - STEMS/ACRE)
~ i > > ~ TING DENSITY - 4`~ ~ PLAN _ ^ 44
j; - ~ i ~ 4 ~ , ~ l~r ~ ~ ~ ~ NUMBER OF PLANTINGS
' SHRUB /TREE RATIO = 3:1
NUMBER OF TREES II
~l(1 N I_..__ N - _ N NUMBER OF SHRllBS . . ° 33
g I _ - - _ - _ _ 15'
_ - _ _ a i
I ~ EXISTIN TOP OF EMBAN - ntlon Area ~ of ErsANKMENr 510.50 nt List $iorete T Ical Pia
- cRnoE , yP
_ ~ _ - , - _ ~ LINE SPILLWAY 2,~' 6aMPM' 7N F'Im (W' WNV D16 , - T WITH RIP RAP I ~ ~ e.,s nea oar
_ I lax 9~'"a k' le-r~• ew vlm Gadd,+rMJ 6oU i,~l I i- 3 -509.75 165 a rowr~ ww - ~ ~s wMp~r s.. Fkn ~'+'_n''~_,_e~e~---
- I ~ d Mara ++Kieo~• _ _ 3 ~ 1 erc++- .tarlera 7+-96 se.1~m ~ Gcntc+tir(9 c~ou
~ I _ - - _ - ROD ~ ~ - -
_ . a~oa~r gory wa ?~w Ac.r n,a,~+~ ~atowr sary_' ~.~•-cal s.. Pla+ ca~ r+A~ e,e RM 4 kv~ la-1d' SM PIOi GOntGMMr1~J 6pV
. _ _ - - N, T, S, ~ e ,hb ~ cuay~ah euarynow alaan Pkn conwrw'fs eoo
T Nr+b w-trerny lax wrtwiota le-s~' Ter se. Plm ca~tainxC~ 500
- - _ r _ _ - _ - _ - ~ Nrub DabN~r Dub~'b dtytl_ ID-24' - EER b O~OIAm . py IZ MoNn1 q.D ~1eoDeD MLtM OvlR l1rtM1e Mlrttle
i ` FLOWS IN EXCESS _ -i3ES+bN- E~9 - ~
- _ _
BYPASSED THROUGH
- _
- RIP APRON P S#80 WIT 2K ~ FOR I,B~STH ~ MIN,
_ _LEVEL _ - __t .
i SEE TAI U ~ _ -1O' _ _ _ _
- - MIN;
I ~ - _ - _ _
_ _ _ _ _ - - TOP OF BERhk 5 10; 50 - ~ ~ -

j _ _ _ - _ - _ - _
_ . _ _ _ ~ I _ _ _ _ - _ _ - ~ _ 1NS 9TQk T~ CLA95'9' RIP-RFP; 9EE PLNIS FEET ~ SI ZE ~x 2 @ 2 X 2 PhD MF110VIM.U ; , , ; RISER SIZE
2' -4' HARDWOOD LGH- - - ~ I I _ _ ~ - . _ _ "1D ~ ~ RIP-w~ RtrnlNlrw ~ 15 I NGH an I~ ~ ~5 REL DIAMETER
i 1 - ~ _ ate. BAR
~ _ _ 4; ~ 11~ RLP 508.50 ~ OF PLANTING SOIL ELEVATION AT TOP
- - i ~ PL T I NG - - _ I _ _ _ _ _ _ _ _ - - - 503, 50 TI AREA T I ON OF BOTTOM OF 501 L
~ _ --_-f_ - _ _.50t -BEG- - - - ~ - - - ~ BIORET6I on ELEVA 509.25
- _ - - ~ •ramoFF FROM RIP wu' I I~OFILTBRFABRIG OF TOP OF RISER ELEVATION
- - - ~ ~N ~ TO T 503. ?3 ~ 504, 13 olsclu~E As sH~T FLau 4 0~ ~r ~T e ~ LEVAT I ON AT RISER ,~~,T,a,,,,,~,5, FILTERBLANCFT i NVERT E To s 503.50
ATION AT HEADWALL/FES INVERT ELEV
_ _ _ - SAND- M • 15 FEET
i - _ . _ _ _ _ _ _ - - _ _ _ I -a RGENCY SPILLWAY WIDTH EME
I 6 PERF TED 5q F 15 45 LF 15' 509. ~5 Y SPILLWAY ELEVATION EMERGENC
I N I N I RAF I _ _ 1/~~----_ _ - RGP 5O~ - RGP @ 0, 50~ _ L=5' >=1 L ~ 5 10.50 T OF BERM ELEVATION OP
_
_ _ _ -I_ __~~5
'i ST E = GL 5 A I
_ ~ - - - - ; _ _ ---1- - - -
1°n _ - _ - _ v~ - 9..5Q__~ _5-- _ i _ _ - - _ . a
- - -
_ UTILITY INSTALLATIONS ANO OTHER PUBLIC FACILITIET ,
INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE 0 BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY
_ _ _ _ _a. _ - - - _ F----__-- CITY CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL BE SO INSTALLED
_ _ I i _ - I - UNLESS A CHANGE IS AUTHORIZED BY WRITTEN APPROV D ' 1111~~~~~~~~',
~ - W PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDE BAR Ij~~/ TO FlNAL ACCEPTANCE, CaRp PRIOR R ; '`;;,,,iiu,,,,(~ ~ / 4
_ - ~ _ . - _ _ - m SIGNATU E NOSC ? Q ~i
_ I_ - J - _ F, - ~ J j ENGINEERING : W~ 9~
~ ~ W OC ~ W ~ _ ~ _F_.. H < X I .W L x' -N 1158 -
_ _ _ i B Q = Z _ _ _ _ _ Pueuc uTILmES; ~ ~ sG~
_ _ u - --_LU . _ _ . _ - _ _ - ~ _ - _ i- _ a 3 ?a D MATERIALS TO BE I N TRAFFIC ENGINEER: 'A ~ ~,~y I N~~ ~~?Q
ALL CONSTRUCT I ON AN ~ ~ , 0 P TY OF RALEIGH, ~i~'~q ~ ~ STRI GT ACCORDANCE WITH THE GI ~ P S F• C
- - _ - _ 5 _ _ _ - - - - _ z H J ~ i Z Z ~ ~ hC~ 30 ~I _ _ _ _ _ i iW - . ~ ~ u ( L_ ~o R: q Y ME y,~ a~~ 3Q CINEE ~ 1 1 3o i 5 o NGDOT, AND NGDENR STANDARDS CONSERVATION EN nnn NNMIII~
L ~nrii[[i/'ATINIC a P1FTA11 S
i ~ Nor I ~ L Jrr-L, l,n t -a v 6ne R

I 15 EVISION #1 GITY 5TAFF REVIEW 03-25-04 PRIEST CRAVEN
HORIZONTAL I' .3d ¦ 1 c~EVE~_u~ ^~Er~? GALE: I I'=3' ~NtA%GEMENT REVISION #2 CITY STAFF REVIEW 04-20 04 ASSOCIATES~INC- or. REVISION #3 CITY 5TAFF REVIEW 05-19°~ E DESIGNERS / SURVEYORS l ENGINEERS
T E R U N 5 VERT CAL A.
DATE: FEBRUARY 20, 2004 LAND USE CONSULTANTS PLANNERS /LANDSCAP 3803 -
REA # 5 B Computer Drive, 5wte 104 Raleigh, N.C. 27609. Phone 919 l 781-0300. Fax 919 / 782-1288. Email PriestCraven TRUGTION PRELIMINARY NOT-RELEASED FOR DONS
PROJECT: 2003-004.
RALEIGH, NORTH CAROLINA GENTEX HOMES
A P~W.Lt, f- iV' r~Cir ~lXJ6~L0N~~&Ui,1~01'_PHnSF ~ ~'-iJ)riIITAL CON 2003~a 'S _ JyS by 10 1~~a - 3 ~i c~ BEN

TWO YEAR DESIGN 5T0RM -
INLET LOCAT I ONS AND GUTTER
SPREAD
0.00
0.69
0.82
5.7b
3.26
0 00
3.26
CI
2
5.0
6.53
DATE MARCH 16, 2004
OK
4.48
3.26
5T0RM DRAINAGE CALCULATI0N5 - HARRINGTON POINT SUBDIVISION
0. 00
MtYy � 2004 - f' 02 AM BEN
SKIRT .
FILE NAME
NARPTSTDR52.123
0.04
0.00
0. 17
TWO YEAR DESIGN 5rOPM­ INLET LOCATIONS AND GUTTER SPREAD
5, 7b
0. 79
0.00
0.79
C 1
2
1 . 0
5. 20
DISCHARGES ARE BASED ON RATIONAL FORMULA METHODOLOGT
HEADWATER CALCULATIONS ARE BASED ON THE ORIFICE EQUATION CUTTER SPREAD 15 BASED ONMANNINGS EQUATION.
INLET CAPACITY
0.79
0.00
0.00
0, 00
15 TAKEN FROM THE EQUATION GUTLINED ON PAGE 116 OF 'MODERN SEbER DF51CN' .
---------- PIPE CAPACITY 15 BASED ON MANNINGS EQUATION.
98
OFFS! TE 0. 2b
0.21
0.00
0.47
0.68
STRUCTURE 5TPA55 AREA TOTAL
t-EIGHTEO RAINFALL
RUNOFF FROM TOTAL INLET
STREET GUTTER
ALLOWABLE
CHECK
INLET TO
TO NEXT
16.3
OK
NUMBER INLET IMPER LANDSCP UNOIST AREA
C INTENSITY
PREVIOUS TO TYPE
SLOPE SPREAD
GUTTER
5.7b
CAPACITY PIPE
INLET
0.20
0.00
0,95 0.35 0. 2
0.35
INLET INLET I =SLOPE
0.40
SPREAD
0.40
CI
1
2.2
4.51
ACRES
IN/HR
GFS CFS CFS 2 SAG
% FT
FT
3.51
CFS
0.00
32
MIN. 10 GA.
LINE NI RES
q2 OFFSITE 0.14 0.01 0.00 0 15
0.91 5.7b
0.79 0.00 0,79 CI 1
2.0 5.90
Ib.3
OK
1.30 0.79
0.00
61
2
90 0.00 0.00 0.00 0.00
0.00 5.76
0.00 0.00 0.00 FES 1
1.0
3.21
NA
0.00 0.00
0.00
7.8
7.8
OK
OK
40 18 0.25 0. 10 0.00 0.35
0.78 5.7b
1.57 0.00 1.57 C 1 1
5.0 6.44
b.5
OK
1.48 1.48
0.08
0.00
1.28
38 20 0.08 0.01 0.00 0.09
0.88 5.76
0.46 0.00 0.46 CI 1
5.0 4.0b
b.5
OK
0.74 0.46
0.00
0.00
5. b5
6 MAX
VARIABLE AS DIRECTED BY THE ENGINEER
36
20 0.54
0.15
0.00
0.69
0.82
5.7b
3.26
0 00
3.26
CI
2
5.0
6.53
PRKG LOT
OK
4.48
3.26
0.00
0. 00
MtYy � 2004 - f' 02 AM BEN
SKIRT .
34
28 0. 13
0.04
0.00
0. 17
0.81
5, 7b
0. 79
0.00
0.79
C 1
2
1 . 0
5. 20
PRKG LOT
OK
3. 18
0.79
0.00
0.00
0, 00
1 2.0
REV(SI QNS
DATE DESCRIPTION
98
OFFS! TE 0. 2b
0.21
0.00
0.47
0.68
5.76
1.85
0.00
1.85
CI
1
1 . 3
8.81
16.3
OK
2. 38
1.85
0.00
1 . 81
0, 00
5.7b
96
OFFSITE 0.00
0.20
0.00
0.20
0.35
5.76
0.40
0.00
0.40
CI
1
2.2
4.51
GI
NA
0.87
0.40
0.00
3.51
1.33
0.00
32
26 0. 09
0,32
0.00
0. 41
0.48
5. 7b
1. 14
0 00
1.14
61
2
10
5.23
GI
NA
3.21
I . 1 4
0.00
7.44
b. 26
7.8
7.8
OK
OK
30
24 0.20
0.09
0.00
0.29
0.76
5.7b
1.28
0.00
1.28
CI
1
3.7
6.30
b.5
OK
1.44
1.28
0.00
5. b5
b. 5
28
22 0.15
0. Ob
0.00
0.21
0. 78
5. 7b
0.94
0.00
0,94
CI
1
3.7
5. b3
b.5
OK
1.21
O.94
0.00
5. 7b
1.43
0 00
26
16 0,09
0.43
0.00
0.52
0 45
5. 7b
I . 36
0,00
1.36
61
2
2.0
5.59
61
NA
3.54
1.36
0.00
64
0. 14
-U5E SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 114 ACRE AND NEVER IN
24
18 0, 15
0. 13
0.00
0.28
0.67
5. 76
I . 08
000
1.08
C 1
1
3.5
5. 99
6.5
OK
1. 33
1.08
0.00
AREAS OF CONCENTRATED FLOW
22
20 0. 19
0.07
0.00
0. 2b
0.79
5. 7b
1. 18
0 00
1. 18
CI
1
3.5
6. 19
b.5
OK
1.40
1 . 18
0.00
10.3
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL
20
Saq 0. 21
0. 20
0. 00
0. 41
0. b6
5. 7b
I . 55
0, 00
1 . 55
CI
2
1 . 5
5. 80
b.5
OK
4. 14
1 . 55
0, 00
0. 10
0.00
0.10
FRONT VIEW -
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE 6E0TE(TILE FABRIC
D FILL SLOPE
V
r'0v
ADE
GER
18
Saq
0. 41
0. 27
0. 00
0. 68
0. 71
5. 7b
2. 79
0. 06
2. 87
CI
2
1 . 5
6. 45
b. 5
OK
5. 86
2. 87
0. 00
MtYy � 2004 - f' 02 AM BEN
SKIRT .
I b
14
G'
0.09
0. 04
0.47
0. 18
0.00
0. 00
0. 5b
0. 22
0 45
0. 46
5. 76
5. 76
1. 44
0.58
0.00
0. 00
1.44
0. 58
61
61
2
2
2.0
2. 0
5. 71
4. Ob
61
GI
NA
NA
3.6b
2. 20
1. 44
0. 58
0.00
0, 00
1 2.0
REV(SI QNS
DATE DESCRIPTION
D WIRE 6' MIN. INTO T14EICH
NCJHOR SKIRT AS
ED BY 13NGiNBR .
12
10
0. 18
0. 41
0 00
0. 59
0 53
5. 76
I . 81
0. 00
1 . 81
61
2
2. 0
6. 22
61
NA
4, 17
1 . 81
0, 00
5.7b
12-5-00 SI CE VIEW uIRE TM2ENCH SIDE VIEW
0.00
10
8
0. 10
0.39
0.00
0.49
0.47
5.7b
1.33
0.00
1.33
61
2
2.0
5.55
61
NA
3.51
1.33
0.00
0.00
0.00
0.00
0.00
0.00
9
7
B
b
0. 25
0 14
0.08
0 10
0.00
0 00
0. 33
0 24
0.80
0 70
5. 76
5 76
1.53
0 97
O. 00
0. UO
1.53
0. 97
CI
CI
I
I
2.2
2.2
7.44
b. 26
7.8
7.8
OK
OK
1.84
I . 42
1.53
0.97
0.00
0.00
STANDARD TEMPORARY
SILT FENCE
8
Of f 5 i t e 0.21
0. 09
0.00
0.30
0.77
HARR I
ICENTEX
5. 76
1.33
0.00
1.33
HULLED C0MMON BERMUDAGRASS
C 1
1 2.0
7. 19
PHASE ONE
7,8
OK 1.75
1.
33 0.00
MtYy � 2004 - f' 02 AM BEN
30 LBS/ACRE (SORGHUM -SUDAN
MULLET OR SORGHUM -SUDAN
35 LB5/ACRE l'BR"TOP MULLET)
HYBRIDS)
30 LB5/ACRE (SORGHUM -SUDAN
b
Offsite
0.1b
0.06
0.00
0.22
0.79
LE5PEDEZA):.120 LBS/ACRE
5.7b
1.00
0 00
1.00
AND ABRUZZI RYE
CI
1 2.0
6.45
7.8
OK 1.49
1.00
0.00
4
2
0. II
0.14
0.00
0.25
0.61
5.7b
0.88
0.00
0.88
61
2 2.0
4.75
GI
NA 2.78
0.88
0.00
2
0.00
0.00
0.00
0.00
0.00
5.7b 0.00
0.00
0.00
FES
NA
70
PH 2
0. 11
0,04
0,00
0. 15
0.79
5. 7b
0.68
0 DO
0 68
C I
1 1 . 9
5. b5
b. 5
OK 1.22
0.
68 0.00
b8
66
0. 21
0, 14
0,00
0.35
0.71
5. 7b
1.43
0 00
1.43
C I
1 1. 9
6.43
b. 5
OK 1.85
1.43
0.00
66
64
0. 14
0. 19
0,00
0.33
0. bO
5. 7b
1. 15
0 00
1. 15
C 1
2 1 . 0
5.97
10.3
OK 3.92
1.
15 0.00
64
52
0, 3b
0. 13
0.00
0.49
0.79
5.76
2.23
0.00
2. 23
CI
2 1 . 0
7. 66
10.3
OK 5.69
2.23
0.00
54
52
O. 00
0.05
0.00
0.05
0.35
5, 7b
0. 10
0.00
0.10
61
2 2.0
2, 11
GI
NA 0,82
0,10
0.00
,��ggpbqh
52
50
2 2.0
4.95
GI
NA 2.96
0.98
0.00
CA/?
ROI��w
50
0. 00
0. DO
000
0. 00
0. 00
5. 76
0. 00
0. 00
0. 00
FES
102
30
0. 12
0.03
0.00
0. 15
0.83
5. 7b
0.72
0.00
0. 72
61
2 1 . 5
4. b2
61
NA 2.
6b O.
72 0.00
Q`
i
100
87
0.28
0,08
0.00
0.3b
0.82
5.3b
1.69
0.00
I .69
61
2 1 . 5
6.33
61
NA 4.32
I .
b9 0.00
A
88
86
0. 19
0.02
0.00
0.21
0.89
5. 7b
I , A9
0,00
1.08
C I
1 1 . 0
7.57
10,
3
OK 1.89
1.08
0.00
87
85
0.31
0.17
0.00
0.48
0.74
5.7b
2.04
0.00
2.04
CI
1 1.0
9.60
10
3
OK 2.11
2.04
0.00
101,I�O�^l
89
83
0. 18
0.93
0.00
I. II
0.45
5.7b
2.86
0.00
2.8b
61
2 1.5
7.79
61
NA 5.84
2.86
0.00
86
8
0. 13
0.01
0.00
0. 14
0.91
5.36
0.73
0.00
0.73
C I
1 2.0
5.74
10.3
OK 1.25
0.73
0.00
y�I��N4fl
85
84
0.29
0. 1 1
0.00
0.40
0. "19
5.7b
1.81
0'00
1.81
C 1
1 2.0
8. 06
10.3
OK 2.08
81 0,00
84
83
0.11
0,17
0.00
0.28
0.59
5.7b
0.94
000
0 94
CI
1 2.0
6.32
7.8
OK 1.44
0.94
0.00
83
Of f s i
to 0. 18
0.04
0,00
0.22
0.84
5.7b
1.07
l> 00
1.07
CI
1 1 . 5
7. 02
7,8
OK 1.69
1.07
0.00
82
Of f s i t e 0.25
0.07
0,00
0.30
0.81
5.7b
1.40
o.00
1.40
CI
1 1 . 5
7.73
7,8
OK 1.95
1.40
0.00
81
80
0,00
0. Ob
0.00
0. Ob
0.35
5.7b
0. 1 2
0, 00
0.12
61
2 0.7
2.75
61
NA I
. 22 O.
12 0.00
80
0.00
0.00
0.00
0.00
0.00
5. 7b
0.00
) 00
0.00
STORM
DRA11 NAr6E C&CULATl
ONS -
t.&MI
WTON POINT SUSI VI SI ON
TEN YEAR
DESIGN STORM
DISCHARGES ARE BASED ON RATIONAL FORMULA METHODOLOGY.
------------
PIPE
CAPACITY 15 BASED ON MANNING EQJATION.
HEADWATER CALCULATIONS
ARE
BASED ON THE ORIFICE
EQUATION.
CUTTER SPREAD 15 BASED GNMANNINGS
EQUATION.
INLET CAPACITY 15
TAKEN FROM THE EQJATION OUTLINED ON PAGE I
1 OF "
MODERN 5E4ER DESIGN"
STRUCTURE
AREA
TOTAL WEIGHTED RAINFALL
RUNOFF
FROM
TOTAL
INLET
STREET
INLET
TO TO
NEYT
PIPE
INVERT
INVERT
PIPE
FROM
FROM
TOTAL
DIA.
MINIMUM
ACTUAL
Cd
HW
NUMBER
IMPER LANDSCP
UND15T
AREA
C` INTENSITY
PREVI0U5
TO
TYPE
5L0PE
CAPACITY
PIPE
INLET
NUMBER
OJT
IN
LENGTH
INLET
PREVIOUS
TO
SLOPE
SLOPE
0.95
0.35
0.2
INLET
INLET
I=SLOPE
PIPE
PIPE
BYPASS
ACRES
IN/HR
CF5
CF5
CFS
2 - SAG
%
CFS
FT
FT
FT
CF5
CF5
CF5
IN
X
%
FT
INLET
92
0FF51 TE
0.14
0.01
0.00
0. 15
0.91
7.22
0.99
0.00
0 99
CI
1
2.0
1.48
0.99
0.00
92 - 91
516. 50
5 I b. 00
30 00
0. 99
0.00
0.99
15
0.50
1. 67%
0. 65
0. b5
9!
0.00
0.00
0.00
0.00
0. 00
7. 22
000
0.00
0.00
FES
I
I.0
0.00
0.00
0.00
40
1 B
0.25
0.10
0.00
0.35
0.78
7.22
1 97
0.00
I . 97
CI
1
5.0
I .69
1.69
0 28
40 - 3b
50O 19
508.90
58.04
1.69
0.00
1.69
15
0.50
0.50%
0.65
0. b9
38
20
0.08
0.01
0.00
0.09
0.88
7.22
0.57
0.00
0.57
CI
I
5.0
0.84
0.57
0.00
38 - 3b
51:!, 16
510.59
81.12
0.57
0.00
0.57
15
0.50
1.94%
0.65
0.63
36
20
0.54
0. 15
0.00
0. 69
O. 82
7. 22
4.08
0.00
1 08
CI
2
5.0
5.09
4.08
0.00
36 20
506, 80
507.28
98.35
4.08
2.26
6.34
15
0.96
1.55%
0.65
1.61
34
28
0.13
0.04
0.00
0, 17
0.81
7.22
0.99
0.00
o 99
CI
2
1.0
3.61
0.99
0.00
34 - 28
517. 82
511,35
81.21
0.99
0.00
0 99
15
0,50
b. 74%
0. b5
0.65
98
0FF51 TE
0.26
0.21
0.00
0.47
0. 68
1, 22
2.31
0.00
2.31
CI
1
1.3
2.70
2.31
0.00
98 - 96
51.x.97
514.72
25.43
2.31
0.00
2.31
15
0.50
098%
0, 65
O. 76
96
0FF51 TE
O. OO
0.20
0.00
0.20
0.35
7.22
0.51
0.00
0.51
CI
I
2.2
0. 99
0.51
0.00
% - 32
514.62
514.00
52.03
0.51
2.31
2.82
15
0.50
1.19%
0. 65
0.82
32
26
0.09
0.32
0.00
0.41
0 48
7.22
.45
0.00
1.43
GI
2
2.0
3.64
1.43
0.00
32 - 30
513.40
512.78
124.55
I , 43
2.82
4.25
15
0.50
0.90%
0, 65
1.07
30
24
0.20
0.09
0.00
0.29
0,7b
7.22
1.60
0.00
I , bO
CI
1
3 7
1 b3
1.60
0. 00
30 - 28
512 68
512.35
26.00
L bO
4.25
5.84
15
0.81
1.27%
0.65
1.46
28
22
0.15
O.Ob
0.00
0.21
0 78
7.22
1.18
0.00
1.18
CI
1
3 7
1.38
1.18
0.00
28 - 22
51.25
508.70
107.60
I,113
6.84
8.02
15
1.53
3.30%
0.65
2.20
26
Ib
0.09
0.43
0.00
0.52
0.45
7.22
1.10
0.00
1.70
GI
2
2.0
4.02
1.70
0.00
26 - 24
509. 86
508.96
127.90
1.70
0.00
1.70
15
0.50
0,70%
0, 65
O.70
24
18
0 15
0. 13
0.00
0.28
0.67
7 22
1.36
0.00
1.3b
CI
1
3 5
1.51
1. 36
0.00
24 - 22
508.86
506.70
26. CO
I . 36
I . 70
3. Ob
15
0.50
O. 62X
0. 65
0.85
22
20
0. 19
0.07
0.00
0.26
0.79
7.22
1.48
0.00
1.48
CI
1
3 5
1.59
1.48
0.00
22 - 20
503.45
506.53
127.80
1.48
11.08
12.56
18
1.42
1.50%
0.65
2.61
20
5uq
0.21
0 20
0.00
0.41
0 bb
7.22
1.95
0.07
1.95
CI
2
1.5
4.70
1.95
O OO
20 - 18
50;.03
505.77
26.00
1.95
18.90
20.85
24
0.84
1.00%
0.65
2.62
18
Saq
0.41
0.27
0.00
0.68
0.71
7.22
3.52
0.28
3.80
U
2
1.5
6.86
3.80
0.00
1
18 - Ib
505.67
503.83
131.38
3.80
20.85
24.65
24
1.18
1.40X
0.65
3.27
Ib
4
0.09
0.47
C.00
0.56
0.45
7.22
1.81
0.00
1.81
61
2
2.0
4.16
1.81
0.00
Ib - 14
503.73
501.90
114.31
1.81
24.65
26. 4b
24
1.36
1.60%
0.65
3.61
14
10
0.04
0, 18
0.00
0.22
0. 4b
7.22
0,73
0, 00
0.73
61
2
2.0
2.50
0. 73
0.00
14 - 10
501.80
501.26
91.16
0.73
26.46
27.19
30
0.50
0.59X
0.65
2.38
12
10
0.18
0.41
0.00
0.59
0.53
7.22
2.27
0.00
2.27
GI
2
2.0
4.73
2.27
0.00
12 - 10
50'5.41
502.51
132,34
2.27
0.00
2.27
15
0.50
2. 19%
0.65
0.75
10
8
0,10
0.39
0.00
0.49
0.47
7.22
1.67
0.00
b7
GI
2
2.0
3.98
I.67
0.00
ID - 8
SOI Ib
50.38
103.36
1.67
29.46
31.13
30
0 57
0 75%
0.65
2.73
9
8
0 25
0 08
0.00
0 33
0.80
7.22
1 92
0.00
1.92
CI
1
2.2
2.09
1.92
0 00
9 - 7
504 26
504.02
31.00
1.92
0.00
1.92
15
0.50
0.77%
0.65
0.71
7
6
0. 14
0 10
000
0 24
0.70
7.22
1 21
0.00
1.21
CI
1
2 2
I . 62
1.21
0 00
7 - 6
503, 92
501.29
12q, 92
1.21
1.92
3, 13
15
0.50
2.02%
0,65
0.86
8
Offsite
0.21
0.09
0.00
0.30
0 77
7.22
1.b7
0.00
1.67
CI
1
2.0
1.99
1.67
0.00
8 - 6
500.28
500.04
31.00
1.67
31. 13
32.80
30
0.64
0.77%
0.65
2.90
6
Of f) i to
0. 16
0.06
0.00
0.22
0, 79
7. 22
1.25
0.00
1. 25
CI
1
2.0
1. 69
1.25
0.00
6 - 4
49q 94
499.04
94.84
1.25
35.93
37.17
30
0.82
0.90%
0.65
3.36
4
2
0.11
0.14
0.00
0.25
0.61
7.22
ILII
0.00
1.11
61
2
2.0
3.Ib
1.11
O.OC
a - 2
499 94
497.00
44.31
ILII
37.17
38.28
30
0.87
4.38X
0.65
3.49
2
0 00
0 00
0.00
0.00
0.00
7.22
000
0.00
0.00
FES
70
PH 2
0. 11
0.04
0.00
0. 15
0. 79
7, 22
0.86
0.00
0, 86
CI
1
1.9
1. 39
0.86
O. 00
70 - 68
512.86
512.60
26,00
0.86
0.00
0.86
15
0.50
1.00%
0.65
0.64
68
66
0.21
0.14
0.00
0.35
0.71
1.22
1.79
0.00
1.79
CI
1
1.9
2.10
1.79
0.00
68 - bb
512. 50
509.82
173.50
I . 79
0, 86
2. 65
15
0, 50
1.54%
0. 65
0. 80
66
64
0. 14
0. 19
0.00
0 33
0.60
7. 22
1, 44
0.00
1.44
CI
2
1 0
4.45
1.44
0.00
66 - 64
5019. 72
509. 41
41 00
1.44
2.65
4. 09
15
0 50
O. 76X
0. 65
I . 03
64
52
0,36
0. 13
0.00
0.49
0 79
7. 22
2 80
0.00
2.80
CI
2
1.0
6. 47
2.80
0.00
64 - 54
509.31
509.75
43.67
2.80
4.09
6.89
15
1.13
1.28%
0.b5
1.79
54
52
0.00
0.05
0.00
0.05
0.35
7.22
0.13
0.00
0.13
GI
2
2.0
0.93
0.13
0.00
54 - 52
509. 50
507.45
52. 32
0. 13
b. 89
7.01
18
0.50
2.01%
0. 65
1. 33
52
50
0.11
0.19
0.00
0.30
0.57
7.22
1.23
0.00
1.23
GI
2
2.0
3.36
1.23
0.00
52 - 50
505. 67
497.00
100.67
1.23
7.01
8.25
18
0 61
8. bOX
0.65
1.55
50
0.00
0.00
0.00
0.00
0.00
7.22
000
0.00
0.00
FES
102
30
0 12
0.03
0.00
0.15
0 83
7.22
0 90
0.00
0.90
GI
2
1.5
3.02
0,90
0.00
C2 - 100 519.52
518.82
138.98
0.90
0,00
0.90
15
0.50
0.50%
0.65
0.64
100
87
0.28
0.08
0.00
0.36
0.82
7.22
2.12
0.00
2, 12
61
2
1.5
4.90
2. 12
0.00
100 - 87
518- 72
516. 10
257. 14
2. 12
0.90
3.02
15
0.50
1.02%
D. 65
0.85
88
8h
0. 19
0. 02
0.00
0.21
0.89
7, 22
1.35
0.00
1.35
CI
1
1 . 0
2. 15
1.35
0.00
88 - 87
51b 40
516. 10
58. 60
1.35
0.00
1.35
15
0.50
0.51%
0,65
0.67
87
85
0. 31
0. 1 7
0.00
0.48
0.74
7, 22
2.56
0.00
2. 56
CI
I
I . 0
3.07
2. 56
0. OC
87 - 90
51 b 00
515.47
106.09
2.56
4.38
b, 93
18
0.50
0,50%
0.65
I . 32
90
0.00
0.00
0.00
0.00
0.00
7. 22
0 00
0.00
0.00
FES
89
83
0.18
0.93
0.00
1.11
0.45
7.22
3.58
0.00
3.58
61
2
1.5
6.58
3.58
0.00
89 - 63
509. 42
509, 17
48.05
3.58
0.00
3.58
15
0.50
0.52%
0, b5
0.94
86
8
0. 13
0.01
0.00
0 14
0.91
7.22
0.92
0.00
0.92
CI
1
2.0
1.42
0.92
0.00
86 - 85
512,88
512.64
41 00
0.92
0.00
0.92
15
0.50
0, 59%
0, 65
0.65
85
84
0.29
0.11
0.00
0.40
0.79
7,22 2 27
0.00
2.27
CI
1
2.0
2.36
2.27
0.00
85 - 84
512. 54
510.31
120.13
2. 27
0.92
3. 18
I S
0. 50
1.86%
0. 65
G. 87
84
83
0.11
0.17
O 000.28
0.59
7.22 118
0.00
I. IB
CI
I
2.0
1.64
I. IB
0.00
84 - 83
510.21
509, 17
140.52
I. 18
3. 18
4.37
15
0.50
0.74%
0. 65
I 09
83
Offa;re
0.18
0.04
000
0.22
0.84
7.22 1 34
0.00
1.34
CI
I
1.5
1.92
1.34
0.00
83 - 82
508. 92
SOB. 67
31 . CO
I . 34
7. 95
9, 29
f 8
0. 7B
0.81%
0. 65
I . 7 7
82
OfMsite
0 23
0.07
0.00
0.30
0.81
7.22 75
0.00
1.75
GI
1.5
2.22
1.75
0.00
82 - 81
508.17
507.64
41 05
1.75
9.29
11.04
24
0.50
0.58%
0.65
1 ab
81
80
0.00
0.%
0.00
0.06
0.35
1. 22 0. 15
0.00
0. 15
61
2
0.7
1. 39
0, 15
0.00
82 - 80
507.54
507.32
39.66
0.15
11.04
11.19
24
0.50
0.55%
0.65
1.47
80
0.00
0.00
0.00
0.00
0.00
7.22 0.00
0.00
0.00
A C L U S T
E R U N I T D E
V E L 0 P M E
N T
SCALE:
TALL FESCUE f ABRUZZI RYE
HARR I
ICENTEX
NGTON
P
I
NT
]NAPROJECT:
HULLED C0MMON BERMUDAGRASS
DATE:
OR ADD WEEPING LOVE GRASS
HOMES
PHASE ONE
RALE I OR NORTH CAROL i
MILLET OR SORGHUM -SUDAN
35 LBS/ACRE (BROI hITOP MILLET)
I ALAN[' P�'r'IFI ' EMI'FNC'1E_c703-�r�T ;'CFN'f-1 HARPINGTON PCIyT RALEIGHVCWC(\CONSTRUCTION\PHASE I9RC Sl1EfMITTAL\ C0N-2003LY:4-i2-DETL "uN6 .
MtYy � 2004 - f' 02 AM BEN
VAR I ES
FEBRUARY 20, 2004
2003-004.001
12-1/2 6A.
MEDIATE
MIN. 10 GA.
LINE WIRES
POST
N RE FABRIC
""N5 51ON
51LT FENCE 6E0TEXTILE FABRICFSOPE
D' MAX.
vARI ABLE AS DIRECTED BY THE ENGINEER
FRONT VIEW
12-1/2 GA.
MEDIATE
FOR REPAIR OF SILT
FENCE FAILURES. USE
Na. 57 WASHED STONE.FOR ANCHOR AMEN SILT
FENCE 15 PROTECTING 1800 CU FT/ACRE
CATCH BASIN. NOTES:
IUSE FORDRAINAGE AREAS 12' MIN, y aq$;
NOT EXCEED I NG 5 t F I VE) ACRES.2. EARTH BERM SHALL BE STABILIZED W/ SEEDING
ACCORDING TO TRIANGLE SPECIFICATIaJS.
3. USE CLEAN (,OhPACTOR FILL MATERIAL FOR EARTH BERM.
DE51GN
SETTLED 21'
TOP MINAF5 FT
40' MAX FILL
ERACf
b' HI N. (PIER TREE PROTECTICN AREAb 11
OVER SKI RTm IB'
rFOR REPAIR OF SILT EXTEND WIRE b' MIN. INTO TREN(H nDONOT ENTER
FENCE FAILURES, U5E IND ANCHOR SKIRT AS
No. 57 WASHED STONE. , n DIRECTED BY ENGINEER .FOR ANCHOR WHEN 51 LT N0TE5:WARN I N6S16N DETAIL
FENCE 15 PROTECTING SIDE VIEWkARNING SIMS TO BE HAVE OF DURABLE. WATHHUWOOF MATERIAL.
CATCH BA51 N. LETTERS TO BE 3' HIM MINI" CLEARLY LEGIBLE AND SPACED AS CUTAILEV.
516N5 SHALL EE PLACED AT 50 MAXIM7H INTERVALSNOTE. PLACE A SIM AT EACH END OF LINEAR TREE PROTECTION AND 50 CN CENTER THEREAFTER
FOR T12EEPROTECTION AR615 LE35THAN 20T IN PERIMETER PROVIDE NO LE55 7HAN OE Saw PER PROTECTIOV AREA
-U5E SILT FENCE ONLY WHEN DRAI NAGE AREA ATTACH 516N5SECl/RELY TO FENCE RESTS ANO FAB21O.
DOES NOT EXCEED 1/4 ACRE AND NEVER IN MAINTAIN TREE PRGTECTIQJFEACE TMM$HOVT WRAPM O`PROJECT
AREAS OF CONCENTRATED FLOW AWITIOVAL SIGNS MAT BE REQUIRED BY CITT O' RALEIGH INSPECTIONS DEPARTMENT BASED OV ACTUAL FIELD CONDITIONS.RACE A 516N AT EACH END O' LINEAR TREE PROTECTION MND 50 OI CENTERTHEREAFTER.
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
STANDARD TEMPORARY SILT / TREE PROTECTION FENCE IA
SEED I NO SCHEDULE
FOR SHOULDERS. S 1 DE DITCHES, SLOPES ( MAX 3: 1)
DATE TYPE PLANTING RATE
AUG 15 - NOV I
TALL FESCUE
300 LBS/ACRE
NOV I - MAR I
TALL FESCUE f ABRUZZI RYE
300 LB5/ACRE
MAR I - APR 15
TALL FESCUE
300 LBS/ACRE
APR 15 - JUN 30
HULLED C0MMON BERMUDAGRASS
25 LBS/ACRE
OR ADD WEEPING LOVE GRASS
TALL FESCUE AND BROWNTOP
125 LB5/ACRE (TALL FESCUE)
JUL I - AUG 15
MILLET OR SORGHUM -SUDAN
35 LBS/ACRE (BROI hITOP MILLET)
TALL FESCUE AND BROWNTOP
HYBRIDS* ••
30 LBS/ACRE (SORGHUM -SUDAN
MULLET OR SORGHUM -SUDAN
35 LB5/ACRE l'BR"TOP MULLET)
HYBRIDS)
FOR SHOULDERS. SIDE DI TGHES, SLOPES SLOPES ( 3: 1 TO 2: 1)
CONSULT EF5 ENVIRONMENTAL ENGINEER FOR ADDITIONAL INFORMATION CONCERNING OTHER
ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VE�7ETATION RATES ARE
TH05E WHICH DO WELL UNDER LOCAL CONDITIONS: OTHER SEEDING RATE COMBINATIONS
ARE P0551 BILE.
*** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12' IN HEIGHT
BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
SEEDBED PREPARATION:
I. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE
INCHES DEEP OVER ADVERSE SOIL CONDITIONS,
IF AVAILABLE,
2, RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AN
DSUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL
( SEE M I XTURE) .
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM
REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO
SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED
LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AF-rR
SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS
OR RESEEDINGS WITHIN THE PLANTING SEASON, IF P055113L
IF STAND SHOULD BE OVER 60% DAMAGED, RE-ESTABLI`}H
FOLLOWI PIG THE ORIGINAL LIME, FERTILIZER AND
SEEDING RATES.
9. CONSULT EFS ENVIRONMENTAL ENGINEERS ON MAINTENANCE
TRATEMENT AND FERTILIZATION AFTER PERMANENT CO`FPr'
IS ESTABLISHED.
APPLY:
AGRICULTURAL LIMESTONE: 2 TONS/ACRE (3 TONS/ ACRE IN CLAT `_�Cf L
FERT I L I ZER: 1, 000 LB5/ ACRE - 10- 1 0-1
SUPERPHOSPHATE: 500 LBS/ACRE - 20 k AIvAL151
MULCH 2 TONS/ ACRE - SMALL GRAM r) '�T RA
ANCHOR: ASPHALT EMULS I OFJ AT 300 GALL` ->r' ACR
'TANDARD FETAL POSTS 2'-0 IN GROUND
GALVINIZED
HAJRDWARD WIRE
EXTENDS TO
TOP OF BOX
HE I BHT OFA t 2' - 18' MI N. ABOVE
TOP OF BOX
STANDARD CATCH BASIN/YARD INLET PROTECTION
50 MI N
BUT SUFFICIENT TO KEEP
SEDIMENT ON 51 TE
2' -3' STCNF TO BE L'SED 25' OR WI DTH OF
EXISTING (SURGE 51(NE OR RAILROAD PROPOSED 5 E
ROADWAY BALLAST) WHICHEVER 15
GREATER,
PLAN
EXISTING ROADWAY -�
6" MIN
STEEP CUT OR FILL SL
35' MIN.
14 1
i
NOTES.
I. RAT SILT FENCE OR TREE PROTECTION FENCE UP
TO EWAM CONSTRUCTION ENTRANCE 15 USED.
2. IF CONSTRUCTION ON THE 51 TE5 ARE SUCH THAT
THE IUD 15 NOT REMOVED BY THE VEHICLE TRAVEL-
ING OVER THE STONE, THEN THE TIRES OF THE
VEHICLES MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO FULL MUD AND DEBRIS I
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RE5P0N51B-F PFR50N AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
FABRIC UNDER STONE
GR055 SECTION
CONSTRUCT I ON ENTRANCE
7 MIN ]' MIN
C,0MPAC7ED
15MIN. NEW CONSTRUCTION -�
CR0SS SECTION
12' MIN.
DI VER` I ON DITCH
WITH TEPORART SEEDING
AND EROSION C.RNTIRCL
NETTING
UP5L0PE TOE POSITIVE GRADE 1.0% MAX.
j
SIDE SLOPES - --�
2 1 1 MAX. )
STEEP CUT OR FILL SLOPE
ION PLAN VIEW
DIVERSION DITCH
7
1471
S,
hih
'Ms
5 FT
MIN-
I 5_F1 }
pO c� 5 FT
MAX
FILTER
GROSS SECTION FABRIC
OVERFILL h'
FOR SETTLEMENT
\ I' FREEBOARD -
° -1I 1=1I1= I I I=1I I.. -_II I: I I--
'� 00 10 FT MIN _-
o - 2: 1 51 DE
�o eo° 0 0 0 _jj, SLOPE MAX
- �q� o o -�
I ° 00°70 °0oG �I
FILTE g 0<:!p�� 1151 LE SLOPE
FABR I G ' I , Imo vO I-_ - IMO NATURAL
- GROUND
3 FT
MIN
MAINTENANCE
INSPECT TEHPRAP
ORNRY SEDIMENT TS AFTER EACH PERIOD OF 516NIFICANT RAINFALL. REMOVE SEDIM NT AND RESTORE, TRAP TO 1T5 161GINA.
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO CNE -HALF THE 0E516N DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT 15 REM'T/ED IN
A DE516NATED DI SPOSA_ AREA AND REPLACE THE CONTAMINATED PART IV THE GRAVEL FACIN6.
CHECK THE STRKTURE FDAMAGE FROM ER05ICN OR PIPING. PERIODICALLY CHECK THE CPTH OF THE SPILLWAY TO ENSURE IT IS A MI NI MIM
OR
OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO 5L16HTLY ABOVE DESIGN
GRADE. ANY RIP RAP DISPLACED HUI THE SPILLWAY MJST BE REPLACED IMMEDI AT13.r.
STABILIZE THE EMSA40"T AID ABM DISTURBED AREAS ABTHE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER
C 145TRUCTI0N HITH 5EEDIN6.
GRAVEL RIP RAP BAS I N/ OUTLET
3A
`EXTRA POST IN MDCLE
'NOB WNW ATTACHED OF OPENING
TO P05T5 NIT" LENGTHS --SEDIMENT PIT
CF WIRE HORIZONTAL METH. POST
NI RED SEOJWLY TO VERTICAL
POSTS
BAFFLE INSTALLATION - STEP I
(1A55 11 RIP RM
y( FABRIC F0.CED
FABRIC CUT AND FOLD OVER HORIZONTAL
FENCEI. ORIVE STEEL FEP05T AT LEAST IB' INTO OVER THE HORIZONTAL P05T
50.1 D ORO.IdD FENCE POST
2. WXD P05T5 ARE NOT ACCEPTABLE HORIZONTAL POST
3, USE 5TA'LE-5 I' APART TO ATTACH FABRIC PERSPECT I VE V I EW
FENCE AND FABRIC
TO 'HOS WIRE' E/RIED IN TRENCH
•. BAFFLE SPA ED A5 PER APPROVED RAN. TNF OF BALE SHOULD BE b'
\ H16WR THAN THE BOTTOM OF
THE SPI LLW.r
BOTTOH OF BAFFLE IN 6'.b iRtfNCH, -
TMlQNOH AND TIM.HCN B•{NCFILLED MID
CM'K TED
FILLED WITH SOIL AND
COPACTED
_ REV151 ars SECTION -ATOPEN-1N0
)ATE DESCRIPTION
BAFFLE INSTALLATION - STEP.2
GRAVEL t RIP RAP FILTER BASIN
R(XK
ABUTMEN
TIF TO
S I DE SL
8' MAX I MUM
1, STRIPES ON BARRICADE RAILS SLOPE AT AN AN6LE OF 45 DFGREES IN THE
DIRECTION TRAFFIC 15 TO PASS.
2. BARRICADE RAIL STRIPE SHALL BE 6 INCHES.
3. THE SIDES OFTHE BARRICADE FACING TRAFFIC SHALL HAVE RETROREFLECTIVE RAIL FACES.
STANDARD TEMPORARY BARB I CADE ( NOT TO SCALE)
AT 0% SLOPE
SEDIMENT BA51N 43
ROCK DAM
SPILLWAY CALCULATION:
DRA I NAGE AREA= 12.25 AC.
010 = 49.83 CF5
Q= Cw X L X H
0= 3.0 X L X I
37.7 GFS = 3L
WEIR LENGTH = 15 FT,
HJ I YW\JI ALV J I VIVO
12" DEEP
ROCK DAM DETAIL
MAINTENANCE: INSPECT REGULARLY TO ENSURE DEVICE 15 FUNCTIONING PROPERLY.
REMOVE SEDIMENT BEFORE SEDIMENT ACCUMULATION SURPASSES ONE-HALF OF DESIGN DEPTH.
REVISION NI CITY STAFF REVIEW 03-25-04 I
RE�5�ON #3 CITY STAFF REVIEW 05=2904 RIEST RAVEN SSOCIATES, NCEjos IoN CONTROL �=
LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS I
DETA I L• SHEET 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email PriestCraven(c�nc.rr.com
PRELIMINARY NOT -RELEASED FOR CONSTRUCTION
SERI CEA LESPEDEZA (SCARI FI ED)
50 LBS/ACRE
MAR I - JUN I
AND USE THE FOLLOWING
(SERI GEA LESPEDEZA)
COMBINATIONS:
MAR I - APR 15
ADD TALL FESCUE
120 LBS/ACRE
MAR I - JUN 30
OR ADD WEEPING LOVE GRASS
10 LBS/ACRE
MAR I - JUN 30
OR ADD JULLED COMMON BERMJDA6RA55
25 LB5/ACRE
TALL FESCUE AND BROWNTOP
120 LBS/ACRE (TALL FESCUE)
JUN I - SEPT I
MULLET OR SORGHUM -SUDAN
35 LB5/ACRE l'BR"TOP MULLET)
30 LB5/ACRE (SORGHUM -SUDAN
HYBRIDS**•
HYBRIDS)
70 LB5/A(,RE;I5ERIECEA
SEPT I - MAR I
SERICEA LESPEDEZA (UNHULLED-
LE5PEDEZA):.120 LBS/ACRE
UNSCJARI FI ED) AND TALL FESCUE
(TALL FESCUE)
NOV I - MAR I
AND ABRUZZI RYE
25 LBS/ACRE
CONSULT EF5 ENVIRONMENTAL ENGINEER FOR ADDITIONAL INFORMATION CONCERNING OTHER
ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VE�7ETATION RATES ARE
TH05E WHICH DO WELL UNDER LOCAL CONDITIONS: OTHER SEEDING RATE COMBINATIONS
ARE P0551 BILE.
*** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12' IN HEIGHT
BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
SEEDBED PREPARATION:
I. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE
INCHES DEEP OVER ADVERSE SOIL CONDITIONS,
IF AVAILABLE,
2, RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AN
DSUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL
( SEE M I XTURE) .
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM
REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO
SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED
LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AF-rR
SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS
OR RESEEDINGS WITHIN THE PLANTING SEASON, IF P055113L
IF STAND SHOULD BE OVER 60% DAMAGED, RE-ESTABLI`}H
FOLLOWI PIG THE ORIGINAL LIME, FERTILIZER AND
SEEDING RATES.
9. CONSULT EFS ENVIRONMENTAL ENGINEERS ON MAINTENANCE
TRATEMENT AND FERTILIZATION AFTER PERMANENT CO`FPr'
IS ESTABLISHED.
APPLY:
AGRICULTURAL LIMESTONE: 2 TONS/ACRE (3 TONS/ ACRE IN CLAT `_�Cf L
FERT I L I ZER: 1, 000 LB5/ ACRE - 10- 1 0-1
SUPERPHOSPHATE: 500 LBS/ACRE - 20 k AIvAL151
MULCH 2 TONS/ ACRE - SMALL GRAM r) '�T RA
ANCHOR: ASPHALT EMULS I OFJ AT 300 GALL` ->r' ACR
'TANDARD FETAL POSTS 2'-0 IN GROUND
GALVINIZED
HAJRDWARD WIRE
EXTENDS TO
TOP OF BOX
HE I BHT OFA t 2' - 18' MI N. ABOVE
TOP OF BOX
STANDARD CATCH BASIN/YARD INLET PROTECTION
50 MI N
BUT SUFFICIENT TO KEEP
SEDIMENT ON 51 TE
2' -3' STCNF TO BE L'SED 25' OR WI DTH OF
EXISTING (SURGE 51(NE OR RAILROAD PROPOSED 5 E
ROADWAY BALLAST) WHICHEVER 15
GREATER,
PLAN
EXISTING ROADWAY -�
6" MIN
STEEP CUT OR FILL SL
35' MIN.
14 1
i
NOTES.
I. RAT SILT FENCE OR TREE PROTECTION FENCE UP
TO EWAM CONSTRUCTION ENTRANCE 15 USED.
2. IF CONSTRUCTION ON THE 51 TE5 ARE SUCH THAT
THE IUD 15 NOT REMOVED BY THE VEHICLE TRAVEL-
ING OVER THE STONE, THEN THE TIRES OF THE
VEHICLES MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO FULL MUD AND DEBRIS I
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RE5P0N51B-F PFR50N AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
FABRIC UNDER STONE
GR055 SECTION
CONSTRUCT I ON ENTRANCE
7 MIN ]' MIN
C,0MPAC7ED
15MIN. NEW CONSTRUCTION -�
CR0SS SECTION
12' MIN.
DI VER` I ON DITCH
WITH TEPORART SEEDING
AND EROSION C.RNTIRCL
NETTING
UP5L0PE TOE POSITIVE GRADE 1.0% MAX.
j
SIDE SLOPES - --�
2 1 1 MAX. )
STEEP CUT OR FILL SLOPE
ION PLAN VIEW
DIVERSION DITCH
7
1471
S,
hih
'Ms
5 FT
MIN-
I 5_F1 }
pO c� 5 FT
MAX
FILTER
GROSS SECTION FABRIC
OVERFILL h'
FOR SETTLEMENT
\ I' FREEBOARD -
° -1I 1=1I1= I I I=1I I.. -_II I: I I--
'� 00 10 FT MIN _-
o - 2: 1 51 DE
�o eo° 0 0 0 _jj, SLOPE MAX
- �q� o o -�
I ° 00°70 °0oG �I
FILTE g 0<:!p�� 1151 LE SLOPE
FABR I G ' I , Imo vO I-_ - IMO NATURAL
- GROUND
3 FT
MIN
MAINTENANCE
INSPECT TEHPRAP
ORNRY SEDIMENT TS AFTER EACH PERIOD OF 516NIFICANT RAINFALL. REMOVE SEDIM NT AND RESTORE, TRAP TO 1T5 161GINA.
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO CNE -HALF THE 0E516N DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT 15 REM'T/ED IN
A DE516NATED DI SPOSA_ AREA AND REPLACE THE CONTAMINATED PART IV THE GRAVEL FACIN6.
CHECK THE STRKTURE FDAMAGE FROM ER05ICN OR PIPING. PERIODICALLY CHECK THE CPTH OF THE SPILLWAY TO ENSURE IT IS A MI NI MIM
OR
OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO 5L16HTLY ABOVE DESIGN
GRADE. ANY RIP RAP DISPLACED HUI THE SPILLWAY MJST BE REPLACED IMMEDI AT13.r.
STABILIZE THE EMSA40"T AID ABM DISTURBED AREAS ABTHE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER
C 145TRUCTI0N HITH 5EEDIN6.
GRAVEL RIP RAP BAS I N/ OUTLET
3A
`EXTRA POST IN MDCLE
'NOB WNW ATTACHED OF OPENING
TO P05T5 NIT" LENGTHS --SEDIMENT PIT
CF WIRE HORIZONTAL METH. POST
NI RED SEOJWLY TO VERTICAL
POSTS
BAFFLE INSTALLATION - STEP I
(1A55 11 RIP RM
y( FABRIC F0.CED
FABRIC CUT AND FOLD OVER HORIZONTAL
FENCEI. ORIVE STEEL FEP05T AT LEAST IB' INTO OVER THE HORIZONTAL P05T
50.1 D ORO.IdD FENCE POST
2. WXD P05T5 ARE NOT ACCEPTABLE HORIZONTAL POST
3, USE 5TA'LE-5 I' APART TO ATTACH FABRIC PERSPECT I VE V I EW
FENCE AND FABRIC
TO 'HOS WIRE' E/RIED IN TRENCH
•. BAFFLE SPA ED A5 PER APPROVED RAN. TNF OF BALE SHOULD BE b'
\ H16WR THAN THE BOTTOM OF
THE SPI LLW.r
BOTTOH OF BAFFLE IN 6'.b iRtfNCH, -
TMlQNOH AND TIM.HCN B•{NCFILLED MID
CM'K TED
FILLED WITH SOIL AND
COPACTED
_ REV151 ars SECTION -ATOPEN-1N0
)ATE DESCRIPTION
BAFFLE INSTALLATION - STEP.2
GRAVEL t RIP RAP FILTER BASIN
R(XK
ABUTMEN
TIF TO
S I DE SL
8' MAX I MUM
1, STRIPES ON BARRICADE RAILS SLOPE AT AN AN6LE OF 45 DFGREES IN THE
DIRECTION TRAFFIC 15 TO PASS.
2. BARRICADE RAIL STRIPE SHALL BE 6 INCHES.
3. THE SIDES OFTHE BARRICADE FACING TRAFFIC SHALL HAVE RETROREFLECTIVE RAIL FACES.
STANDARD TEMPORARY BARB I CADE ( NOT TO SCALE)
AT 0% SLOPE
SEDIMENT BA51N 43
ROCK DAM
SPILLWAY CALCULATION:
DRA I NAGE AREA= 12.25 AC.
010 = 49.83 CF5
Q= Cw X L X H
0= 3.0 X L X I
37.7 GFS = 3L
WEIR LENGTH = 15 FT,
HJ I YW\JI ALV J I VIVO
12" DEEP
ROCK DAM DETAIL
MAINTENANCE: INSPECT REGULARLY TO ENSURE DEVICE 15 FUNCTIONING PROPERLY.
REMOVE SEDIMENT BEFORE SEDIMENT ACCUMULATION SURPASSES ONE-HALF OF DESIGN DEPTH.
REVISION NI CITY STAFF REVIEW 03-25-04 I
RE�5�ON #3 CITY STAFF REVIEW 05=2904 RIEST RAVEN SSOCIATES, NCEjos IoN CONTROL �=
LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS I
DETA I L• SHEET 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email PriestCraven(c�nc.rr.com
PRELIMINARY NOT -RELEASED FOR CONSTRUCTION

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f310d4 , ~ o ~ ~ a TEMPS TEMPORARY CLEAR I N6 \ / , ~ E Ali 9 i ~ , , - - I
TEMPORARY ' SEDIMENT , _ L1MlT_TYP.- _ _ ~ ~ , L.
- - - - - - - - ~ ~ ~ ORARY DIVERSIbN ~ END DOUBLE SILT, BAS 1 ~ BASIN _ SEDIMENT.- ~ ~ , i ,i ; 'i I I._: - , 1 BASIN I _
SWAI.E~~ TION TO HERE AS FENCE HERE ~ , _ ~ BAMN _ _ - , PAD Af~E bET• - _ _ _ - ~ 1 81.52 ' ' ~ _ _ _ , - - - _ - /
~ _ ROW OF 51 LT fENGE DOUBLE - • _ 1 I 1 _ _
WITH 18' OF.EURSHED STONE , _ ~ _ - _ _ fem.. ~ , ~I II ~ ~ II ~
AT .THE BASS, - _ ~ \ ' \ - - `
, ~ ~
GN.GULIIT I ON5 S~DiNENT ~1~51N DESIGN
----J-- BA51N DIMENSIONS
BA51 N TOTAL RAINFALL GOMP051 TE DI SGHAR6E REQUIRED WIDTH LENGTH DEPTH SURFACE 5PI LLWIY DISTURBED SEDIMENT SERI MENT N0. OF BAFFLE FINANCIALLY RESPONSIBLE PERSONIAGENT i. OBTAIN GRADING PERMIT,
ID DRAINAGE INTENSITY RUNOFF 10 YR SURFADE AREA WIDTH AREA VOLUME VOLUME BAFFLES SPADING REQUIRED PROVIDED RY DIVERSIONS,SILT FENGING,SEDIMENT BASINS OR OTHER NEASU . INSTALL GRAVEL ENTRANGE,TEMPORA 2
AREA I0 YR, GGEFfIGENT AREA PROVI~ GF GF 1. Person to contact should sediment control issues arise doting land-disqulring activity. AG IN/HR G GJ=S SQ FT FT FT FT SQ FT FT HD P AN, CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES, SHOWN ON THE APPROVED L
00 FOR ONSITE INSPECTION BY CONSERVATION INSPECTOR. 3, GALL 890-35 ITE (SEE
3755 10 1.99 3611 7510 6 15 Name: Gray Methuen Telephone: [phone] I NDARIf I NFORh 41 I , 99 7, 22 0, 60 8, 62 3755 43, 3 86, 7 2, 0 BOU INFORMATION IS TAKEN FROM A SURVEY THIS OFFICE. D GRUBBING, MAINTAIN DEVICES A5 NEEDED, ROUGH GRADE 5 UNDARY 4, I F APPROVED, BEGIN GLEARI NG AN
42 0.65 22 0, 60 2.82 1227 24, 8 49.5 2.0 1227 10 0, 65 1180 2453 3 15 TOPOGRIIPHI G I NF 49, 83 21707 VARIES VARIES 2, 0 2 t 701 10 I I , 45 20782 43415 27 15 2. Person(s) firm(s) financially responsibie for this land-d>ISturbmg achv<ty. ~ 'OC~RAPHI G INFORMATION I S FRAM A F I ELD SURVEY BY THIS OFF I GE. EROSION CONTROL NOTES) . MATERIALS AND CONSTRUCT I ON SHALL BE I N STRICT ACCORDANCE WITH NGGENR, D PROTECT INLETS WITH 51 LT FENDING, SEDIMENT TRAPS, OR OTHER
3 • 12, 25 6,18 0, 60 ALL MATERIALS 5 2.15 7,22 0.60 9.31 4057 VARIES VARIES 2.0 4057 10 2.15 3902 8114 6 15 THE CITY OF RAL 5. INSTALL STORM SERER (I F 5HOWN) AN SEE E CITY OF RALEIGH t NGDOT STANDARDS AND S~GIFIGATIONS, AN. INSTALL RETAINING / HEADWALLS. BEGIN CONSTRUCTION,
Cerrtex Homes APPROVED MEASURES AS SHOW) ON THE PL JTRAGTOR TO GRADE ALL LOTS SO STORM-RUNOFF IS DIRECTED I CONTROL NOTES), EROS ON 51BLE DURING CONSTRUCTION,
11111 Name of Person(s) or Firm(s) CONTRACTOR TO 0 1cRd510N C~NTf80L LEGENQ SHEET 3 FOR GN.GULATIONS NaNN N~p~~ AWAY FROM ALL E AY FROM ALL BUILDING PADS, TRA TOR TO MAINTAIN ALL TEMPORARY SEDIMENT BASIN5 AS LONG AS POS
TREE PRDTEGT I ON • THESE BA51 NS REQUIRE ROCK DAMS, SEE ROCK DAM DETAIL ON ~a ~A RQ y, . ~ - ~ _ sTArroARD ~ 2301 S Bush Road Suite 400 5, NO I NFRASTRUGTU (SEE DETAIL SHEET? IN SEDIMENT BASINS AT I/2 DESIGN DEPTH, GLEAN BASIN NIE?l SEDIMENT - TO BE CONSTRUCTED PRIOR TO CONSTRUCTION PLAN APPROVAL b• ~ G D, ONCE STORM SEWER HAS BEEN INFRASTRUCTURE GRADING OPERATION,RUNOFF INTO BASINS SHOULD BE MAXIMIZE
SHON STAKES ~ ~ $ Mailing Address Street Address AND UTILITY PER -'-s°i7P- T~PROTEC710NSISLEE OE~TAIL SNEETi AGGIMJLATION REAGiES I/2 DESIGN DEPTH UT I L I T'( PERMIT I SSUANGE B'f THE G I T'f OF R/~LE I GH ENGINEERING DEPARTMENT. DURING THE APPROVAL OF THE THE SITE HAS BEEN STABILIZED,THE CONTRACTOR MAY, WITH THE DELINEATION BY S01 L AND ENVIRONMENTAL CONSULTANTS, I NG, INSTALLED AND TH FILL SLOPES
b. WETLAND AND NEU (LAND AND NEUSE RIVER BUFFER T SEDIMENT BASINS TO COMPLETE GRADING OF FILL SLOPES. E WALLS TO BE PERFORhfD BY OTHERS, RETAINING INSPECTOR, REMOVE EMP ~1GNRN. CESI GN aF ALL RETAINING AS FINISHED GRADE HAS BEEN ESTABLISHED, ONCE I NSPEGTOR ALLOWS
TEMPORARY FILTER 8151N -SEE Raleigh, NC 27612 7. STRUGIURAL DESI SEDIMENT BASIN SCHEDULE FOR SIZE ~ 1 ~ City State Zip City State Zip WALLS SHOW) GNV ARE FOR LOCd1Tl ON AND ELEVATION PURPOSE5 ONLY, SHOULD BE STABILIZED AS SOON _LS SHOWN ON THESE PLANS TO ENSURE SILT FENCE, DIVERSIONS, AND ROCK CHECK DAMS PREVIOUSLY
I sEE DErAI L SHEETI ; • B. EXISTING UT I L I T ~_.p.._+?,.. DI VER.91 ON SWALE -INSTALL AT I~ y I SHOWN ARE APPROXIMATE. CONTRACTOR RESPCN518LE FOR LOCATION OF ALL REMOVAL OF BASINS, CONTRACTOR ISTING UTILIT ES
GLEARI N6 L I MI T5 1 SEE DETAIL 5t1EET1 UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES , ~ P 3. Appourted Agent to receive any notice, process, of pleading in any acction or legal EXISTING ABOVE TIgV, IN THE LOW AREAS ARE IN PROPER WORKING CONDITION AND PERFORM ANY REQUI ISTING ABOVE AND BELOW 6RCUND UTILITY FIELD LOCATION PRIOR TO ANY CONSTRUG INSTALLED ANp AREA UPST ~ OF ROCK MAINTENANCE. ALL SEDIMENT BUILD-UP BEHIND ROCK DAMS TO BE REMOVED
HANDICAP RAMPS ARE TO ~hqS F. eris' out of an matter rel ' to Raleigh City Code Chapter S Part l0. ~ DISTURBED LIMITS INCLUDING SIDEWALKS ANO proceeding mB y Ong ALL STREETS AS SPECIFlED BY h~~M11111N~Nd BE CONSTRUCTED ON MUCH AS POSSIBLE (WITHOUT COMPROMISING PAD GRADI '€TO MAXIMIZE GHEGK DAMS TO BE EXCAVATED AS
CITY CODE. THESE FACILITIES HAVE BEEN APPROVED ENTRANCE I ALt~EO Gra Methuen ~ I , ALL LAND DI STUR91 STAB GOIt5TRI1GTiCNI BY THE CRY OF RALQGH ANO SHALL 8E SO NST y I TH I TY OF RALEIGH STANDARDS, LD BE STABILIZED AS SOON AS PGSS I B TRACTOR TO LAND DISTUR9ING ACTIVITITES SHALL BE CONDUCTED IN ACCORDANCE W G SEDIMENT STORAGE, ALL DISTURBED AREAS SHOU
• " I ~ L UNLESS A CHANGE IS AUTHORIZED BY WRITTEN AP ROYAL, V~.,OCiI T1( I~GT I ON Name of Individual Si of Agent 2. THE ON-SITE DI STUI AREA IS 16, a ACRES. INSPECTOR DURING THI 5 PROCESS AND SHOULD INSTALL 'ADDITIONAL ON-SITE DISTURB® WORK WITH EROSION CONTROL
PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~ T E C50 VIO PRIOR TO RNAL ACCEPTANCE, V, R. P. LE'N6TH WIDTH DEPTH 5 ON 3, ALL TEM'ORARY ERO O 9TONE/WI RP INLET PR.OtEGT I ON pAD l FT. l l FT, l l l N, l i I N,) (F, P, 5, ) TEMPORARY EROSION CONTROL MEA5U~5 SHALL BE MAINTAINED I N PROPER WORKING CONDi T I ON E55ARY TO PREVENT SEDIMENTATION OUT51 DE OF DI ST D L I M I TS. EROSION CONTROL DEVICES NEG
15EE DETAIL SHEER SIGNATURE: 919-781-1952 DURING THE PERIOD NG THE PERT oD aF CONSTRUCT 1 oN. OUGHT U P TO FINISHED GRADE WITH VEGETAT I V I NG, ETD, I TAI NED To ALL 7. STABILIZE SITE AS AREAS ARE BR TRACTOR TO GRADE ALL DIVERSION SWALES So P051 TI VE DRAINAGE I S MAN TE AND ALL AREAS ARE STABILIZED COMPLETELY, GAL FOR INSPECTION
Place of Business inside the Clty of Raleigh Business Telephone 4, CAJTRAGTOR TO bRN A ROGUCNEGK DAM ENGINEERING 2 25 10 27 GLA55 2 23 17, 90 TEI'PoRARY SEDIMEN' T INS, 8, WHEN CONSTRUCTION 15 GOMPLE roRARr SEDIMEN BAs
I SEE DETAIL SHEETI 50 12 6 22 GLASS B 13 15.00 7, I9 2301 S Bush Road Suite 400 Ralei NC 27612 5. CONTRACTOR TO ENS TRACTOR TO ENSURE THAT ALL STONE/WI ~ t NLET PROTEZTI ON DEV I GES ARE INSTALLED AS 500N A5 BY GONSERVAT I ON I NSPEGTOR,
p,~ PUBLIC UTILmES; 80 12 8 22 GLASS B b STORM BASIN5 ARE F. E. S, WI1H RIP RAP 91 5 5 9 CLASS A 3 4.57 Addtess THAT THESE DEVI GES ARE CHECKED AND MAINTAINED i N PROPER WORKING I NSPEGT I F SITE I S APPROVEp, REMOVE REMAINDER OF TEMPORARY tM BAS I N5 ARE BUILT AND 9. WITH THE APPROVAL OF THE OR )I TI ON UNTIL 51 TE I S STABILIZED TO AV01 D DOWJSTREAM SEDIMENTATION. DI MENT BA51 N5, ETD. ,AND SEED OUT OR PAVE ANY BARE AREAS. ALL
A 3 5,65 CONDITION UNTIL 5 NGINEER; 90 5 5 9 GLA55 DIVERSIONS,SILT FENDING, SE TROL DEVICES (LEVEL SPREADER APRONS, TINDER LEVEL SPREADERS,
? EOWI3 I 1 5 22 GLASS B b 8.10 Complete the shore sad sdkro to corer sheet of eroeae rnstrol pbos. This don sot take tie phce ots .III PERM. DIVERSION SWALE TRAFFIC E REMAINING PERMANENT EROSION GON ioo 50 25 0 50 loo ETG.1 SHOULD BE INSTALLED NOW,
BI q4 5 5 9 CLASS A 3 4,50 eompkte fhaschl respoaeiblllty tone. A completed form mast be 6kd w•Itb tie Wle[gi Impectloes I aj Ir- ~ ~ • • • • SOD-LINED GRASS SWALE CONSERVATION ENGINEER: 810115 5 5 9 GLASS A 3 4,50 Dkpsrterest prbr to russsce of permit. I5HED GALL FOR FINAL SITE INSPECTION BY CONSERVATION INSPECTOR.
10. WHEN VEGETATION HAS BEGONE ESTABL ~ . ir.~riTM
V-- 6W5 5WALE ' -s ' 11.N0 DEV I GE 1 5 TO BE REMOVED WITHOUT THE APPROVAL cfi II-It I Nv rtu I m
gam STREAK GR0551 N6 *WIDTH ¦ t (5.5) X PIPE DI METER FAMEA
REV1510N NI CITY 5TAFF REVIEW 03-25-04
A C L U 5 T E R UN I T DEVELOPMENT SCALE: I"=50 REVISION N2 CITY STAFF REVIEW 04-20-04
REVISION N3 CITY STAFF REVIEW 05-19-04 PRIEST,CRAVEN & AsSOCIATESINC. I lop
HA~RR I NGTON F0 I NT DATE: FEBRUARY 20, 2004 EROS ION CONTROL F LANll USh CONSULIANTS PLANNERS /LANDSCAPE DESIGNERS/ SURVEYORS /ENGINEERS )L PLAN 3803•B Computer Drive, Suite 104 Raleibh N.C. 27609. Phone 919 ! 781-0300. Fax 919 / 782-1288. Email [e-mail]
PROJECT: 2003-004,001
CENTEX HOMES PHASE ONE RALEIGH, NORTH CAROLINA PRELIMINARY NOT-RELEASED FOR CONSTRUCTION
E I - - I_MMD Pp"; 1' . Fi IF, rIIF5,_ is mi FN !f HMRR~N1-if14 E~s1ir b:di,a~ AC4GACONSTPUiTION', PHASE !',3RD 5 FPUTIAL, CON-1G119004-II-EROS DIiG hby 10 2004 - 3:12 PM EEN