20081328 Ver 1_Site Plan_20080828

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The City of Raleigh cansents to the eannectian and extension of the
City's public sewer system as shown on this plan. The material and Canstruction methods used far this project shall oanform to the t
standards ands ecificatians of the City's Public EJtiiities Handbook. 3;~- F p
City of Raleigh ~
Public Utilities Department Permit # r I T UR T TL
Authorization to Canstruct
Date - - - SITE

~'QR A TT 1 C V L
The Construction Cantractar responsible farthe extension of -
nsible for e fans is res , d in khes a rove water and sewer, as pp p po
ntr~! tr ineerrn a arfm~n~t 6318 sta~aTUi~ °4 ~ 'T. cantactrngkhe Ge p 6 - ~ .
and the Pub/fC tiiFftes artmen~t ~sP°3444 at , 6814, r,~
least twenty four hears prier to beginning any of their construction.
L
F ~ittt°eto noti both Cit De arfinentsin advanoe of beginning cmF of sal.stoH pua~e uTtCtrt~s aP fY y P ,
construction, will result in the issuance of manetary fines, and require reinstallation of any water or sewer facilities net inspec tad
as a result of this notification failure.
ai;!ure to call for lnspeetian, install a Downstream Plug have
Fermitted Ptansan the Jabsite, ar any ether t/iotation of City of
Raleigh Standardswili result in a Fine and Possible Exctusian from future wank in fhe City of Raleigh, r~ r ~ _
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DEVELOP A E: oast FeNowshi Church - as 1 P _
Y STREET SS: 5120 nar Road N
rner, Nert Caroljn -
C- I I ' . TI N
~4 `r
T P C L OPETY IDE TIFIC TIO (PIN): 173 23 361 i t r
i rict X -1 ~ . ~ ~ ZONING DISTRICTS . axed Use D st ( ) I ~ IA

OVERLAY I I : ane ~ r _ -7 G I C QL PLA

EXISTING SIT AREAS 15.0 AC (653,388 S) C-8 ILI Imo"
T- F- Y EI TT : .1 AC C- R I
T T SIT 1 ~9 C
N ID TORN LIMITS: Na Annexation ~vill e required) IS E -l0 ~ I I
- I S I
EXISTING USE: Vac nt - aodedJGrass
P OPOSE IL ING USE: eii leas Facility - I ~ R I ETAILS
fi
® C-~3 r ~ DETAILS
IF X SIO safg rasa : 1 R P SE T TAL BUIL I G A EA R EXISTIN AR { ) PO
M o BUIL I (~EIGNT: ane i ,
. I C-l4 C
UIL IN S T C : ~ ~ ~ ~d ~
FRONT: 75 FT (Rayner Raad)
SIDE: 75 (~NaterFieid Drive) - ! IL
SIDE: ~ ~ ~ ~ o - IT . ~ A L
REAR: ~ _
-
BUFFERS:
FRONT: 25 (aynar Roe )
SIDE: 15 FT i~aterfield Drive) (
SIDE; 25 Fi" (North) - - _ ~ - - - a
5 R: P r.
FF-ST P G:
E DIRE : 75 300 seats _ i ( ) Q
12 PROVIDE .
STNDA A LIE : 1 s ace for eve 4 seats er 1 ace far eve 0 sf in the pa ion of the church ( P rY 6
use far se ies)
7 j11 j08 REVISED PER TOWN {}E GARNER -STORM NAGE AND SANITARY SEINER
CESSI LE ACES: ~
E IRE : 5 7/2/08 REVISED PER TOWN {}F GARNER & RALEIGH UTILITY DEPT. REVIEW COMMENTS
P VIDE : 5 bjlb/08 REVISED PER TOWN OF GARNER ~ LEIGH UTILTI'Y DEPT. REVIEW COMMENTS
REVISED PHASE 1 PARKING, DRIVEWAY ACCESS, STORM WATER MANAGEMENT ~
GRADING
I PER OUS A C L TIN 1 5/16/08 REVISED PER TOWN (}F G ER RALEIGH UTILITY DEPT. REVIEW COMMENTS
BUILIN 14 5 .33 C 2.21 °1a F ITE NO. DATE DESCRIPTION 8Y
PAVEMENT: 7 525 F 1x55 AC 1 , °fo I
This document, together with the eo pt< and designs ~r~4rrr'6r'ra$:®®
PEN SPACE: 567151 F 13.05 C 7. °la FIT r ~,~,..q„~~~,. presented herein, as an instrument of services, is intended only ,~~4°~N CA~4~~~,~'~®®d
~ ~ for the specific purpose and efisnt for whieh it was prepared. ~ ~ °~~5~~~
IMPERVIOUS AREA: 1085 AC „ ~ ~ ~a ~ l PROPOSED Reuss of and improper rsliancs on this da:umsnt without written ~ ~ y~. ~
authorization and adaptation iay Triangle Site Design, PLLC shall ~ ~ BEAL ~
o~ ~ ~ bs without liability to Triangle Sits Design, PLLC. ~ ~ ~ 3 ~ p~~~~-~, ~ (a 0~ s
PRO OSE ( ) ~ u P D 1NATER LINE PRIVATE : 6 DI 663 LF R~ ~,Gltv~;.,, Q~ fir. ~A~~o` ~~ra p 44°~°~~~
2" P 75 LF ®~~m~~ ~
PROPOSED SANITARY SEWER LINE (PUBLIC): 8" Di 461.11 U-
DRAWING; SEAL;
811 PVC 480.06 LF PRELIMINARY
NOT FOR C~NSTRUCTIC DATE; JOB NU BER; 4-J
L g U T
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ENE 1. S® ING STRUCTURES UNLESS OTHERWISE NOTED TO REMAIN. FENCING, TREES, I~ ETC., WITHIN CON UCTTON AREA SHALL BE ALL NAGE STRUCTURES SHALL BE PRE- ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH CITY OF RALEIGH STANDARD DRAWINGS AND SPECIFICATIONS,
CON OR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE POWER AND TELEPHONE COMPANIES FOR THE LOCATION AND HEIGHT OF REM1IOV~E B DISPOSED OF ®FF SITE. ANY BURNING ON SITE SHALL BE SUBJECT TO L ORDINANCES AND SPECIFICATIONS. N
THE SITE SIGNAGE BEFORE CONDUIT AND WIRING IS INSTALLED, ALL DRAINAGE STR RES AND STORMS R PIPES SHALL MEET HEAVY DUTY TR, GENE CON OR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHTaOF-WAY PRIOR TO :ET HEAVY DUTY T FIC {H20) LOADING AND BE INSTALLED ACCORDINGLY. IN THE EVENT THAT A UTILITY ITEM IS NOT COVERED BY THESE PLANS, THEN THE STANDARDS AND SPECIFICATIONS CONTAINED IN THE CITY h OF RALEIGH PUBLIC UTILITIES DEPARTMENT HANDBOOK COVERING SUCH ITEMS SHALL APRLY. cy d!
CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS, AND EXCAVATION, CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND L TE ALL UTILITIES PRIOR 70 GRADING START. ALL WORK MUST BE DONE IN STRICT ACCORDANCE WITH THE TOWN OF GARNER ANI )WN OF GARNER AND NCDOT STANDARDS AND SPECIFICATIONS. WATER SERVICES 3/4-INCH TO 2-INCH SHALL BE TYPE "K" SOFT COPPER. ALL OTHER WATER MAINS, SERVICES, AND FITTINGS SHALL BE ~
EXACT LOCATIONS AND DIMENSIONS OF PLANTERS IN SIDEWALKS, VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, DOWNSPOUTS, GRAVEL AREAS ADJACENT TO BUILDING WRLLS, UTILITY ENTRANCE L TIONS AND BOLLARDS IN BUILDING SIDEWALKS, SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. CATCH BASINS, MANHOLES, FRAMES, GRA ,ETC, SHALL MEET THE REQUIREMENTS CEMENT-LINED DUCTILE IRON "'"P "°'t CITY OF RALEIGH STANDARDS AND SPECIFICATIONS., ~ THE REQUIREMENTS OF THE LATEST EDITION OF THE NORTH CAROLINA ~a
ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES, DEPARTMENT OF TRANSPORTATION STANRARD DETAILS AND SPECIFICATIONS. 'CIFICATIONS. GRA SAIVTTARY SEWEF .L 6E DUCTILE IRON PIPE OR PVC PIPE, AS SPECIFIED- IN THESE P SAND CTIY OF EIGH ~ 6~°~ ~ O ~ STANDARDS AND SPECIFICA I Il TT, ,.tY SEWER SERVICES SHALL BE SCHEDULE 40 PVC. "`°U 2 -.b ~ ~
ACCESSIBLE SIGNS WITH A "VAN" MARKING SHALL HAVE ADDITI L SIGN MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY SIGN DENOTING VAN ACCESSIBILITY, ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL CO CTOR PRIOR TO GROUND STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: P ~ ~
BREAKING. TYPE 1; RCP, C III PER ASTM C-76,WITH FLE%I PLASTIC BITUMEN M STIC BITUMEN GASKETS AT JOINTS, CLEANOUT SYMBOLS SHOWN C PLANS REPRESENT LOCATION OF SURFACE ACCESS POINT. CONTRACTC4t SHALL LOCATE WYE ~ ~ 1 APPROPRIATELY $ASED ON PIP: I .'H, ~ ~ ~ ~ r~
REFER TO DETAIL SHE FOR DETAILS OF ON-SITE SIGNAGE, STRIPING, AND PAVEMENT MARKING, CTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND THE CONTRA ITO DESIGNATION M2S2 TYPE 5, M294 TYPE S AND MP7-97 TYPE S, SMOOTH ALL MANHOLES SHALL BE COP'' ""DIN ACCORDANCE WTTN CITY OF RALEIGH STANDARDS. MANHOLE DIAMETER SHALL VARY DEPENDING ~ ~ ~ ~ ~
CONTRR ION DOCUMENTS AND SHALL WAIT FOR INSTRUC"tTON PRIOR TO PROCEEDING. TYPE 2: NIGH DENSITY POLYETHYLENE I HDPE HTO DESIGNATION N DIMENSIONAL INFORMATION, ~ n ~ _ } ~ REFER TO SITE PLAN FOR ADDITIONAL ,PECIFICALLY INDICATED ON THE CONSTRUCTION DRAWINGS, PIPE SHALL BE ON PIPE DIAMETER AND DLE . _ , . . _ ~lTY OF RALEIGH STANDARDS. 1 ~ Y
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND Sh_ ILL R ALL DAMAGE TO EXISTING INTERIORJANNULAREXIERIOR. ON_Y, P '_'D WHEN SPECIFICALLY INDICT L EET THE M NIMUM STANDARDS SET FORTH IN THE TOWN OF GARNER CODE. UTILITIES THAT OCCUR DURING CONSTRUCTION. INSTALLED IN ACCORDANCE WITH F PE CTURER'S INSTALLATION GUIL INSTALLATION GUIDELINES. PIPE JOINTS AND FITTINGS SHALL CONFORM TO LOCATIONS AND SIZES OF EXIS ~;;.G UTILITIES SHOWN ON THESE PLANS WERE TAKEN FROM MAPS PREPARED BY OTHERS. THE CONTRACTOR IS ` r'~' ~ ~ ~
ALt HEIGHTS AND SETBACKS SNAL M I AASHTO M252 AND M294. SOLELY RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO S0.
H t COMPLY WITH ALL CITY AND COUNTY REGULATIONS AND CODES AND O.S.N.A, STANDARDS. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. ALL WORK AND MATERIALS S AL STIC BITUMEN GASKETS AT JOINTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING RECORD DRAWINGS TO THE ENGINEER SHOWING THE LOCATION OF WATER AND ~ 1 ~ ~
Akt FILL TO BE COMPACTED PER THE RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER. TYPE 3: RCP, CLASS IV PER ASTM C 76,WITN FLEXIBLE PLASTIC BITUMEN GASX ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE CURB & GUTTER AS SHOWN ON THE CONSTRUCTION SEWER SERVICES AND ANY DEVIATIONS FROM PLANS MADE DURING CONSTRUCTION, THE ENGINEER WILL PROVIDE THESE RECORD DRAWINGS . ~t} Q ~ JBLIC EMENTS SHALL BE CLASS III REINFORCED CONCRETE PIPE PER ASTM TO TIRE OWNER. ~ ~ ~
LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON TH£ APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING ALL STORM DRAINAGE WITHIN THE PUBLIC RIGHT-OF-WAY OR PUBLIC EASEMENTS S DRAWINGS. ALL REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN, REQUIREMENTS. G-76, WITH FL~QBLE PLASTIC BITUMEN GASKETS AT JOINTS. WATER MAINS SHALL HAVE A MINIMUM COVER OF 36" BELOW PROPOSED GRADE.
ALL CURBED RADII ARE TO BE SO` UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE S`. THE AROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER A MINIMUM GRADE OF 0.50ak SHALL BE MAINTAINED ON ALL PIPES, UNLESS OTHERV mS, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITIES AND FIRE HYDRANTS MUST BE FUNCTIONALLY APPROVED PRIOR TO STRUCTURAL STRU ON.
TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER
SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY SURVEYING SOLUTIONS, PC DATED DEC. 9, 240?, THIS GONT , ALL PIPE LENGTHS AND SLOPES ARE APPROXIMATE. LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR WITH THE PROPER UTILITY COMPANY PROVIDING SERVICE,
REFER TO ARCH, P(JaNS FOR SITE LIGHTING AND ELECTRICAL PLANS. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW ORE NG WAGE INLETS OR SHEET OVERLAND, ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PI GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE-ON FEES REQUIRED, A:i WELL AS COST OF UNDERGROUND SERVICE ~ CONNECTIONS TO THE BUILDING,
THE CONTRACTOR SHALL EMPLOY ALt NECESSARY BARRICRDES, SIGNS, FENCES, FLASHING LIGHTS, T FiC MEN, ETC. FOR MAINTENANCE AND TOPOG HIC INFORMATION TAKEN FROM A TO RAPHIC SURVEY BY SURVEYING SOLUTIONS, PC. IF CONTRACTOR DOES NOT ACCEPT tED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL ELECTRICAL SERVICE TO PAD MOUNTED IRAN RMER SHALL BE RUN UNDERGROUND, FRO'~I ROAD RIGHT-OFpWAY TO TRANSFORMER
T FIC AS RE UIRED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT). EXISTING TO RAPHY AS SHOWN ON THE PLANS, OUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY EXISTING DRAINAGE UCTURE5 TO BE INSPECTED AND REPAIRED AS NEEDED, ANI PRO ION OF Q A REGISTERED D SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW, CONTRACTOR SHALL SATISFY HIMSELF OR HERSELF OF THE SILT AND DEBRIS. L TION, ASSOCIATED C SHALL BE THE RESPONSIBILITY OF THE GENERAL CON CTOR.
THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. ACCURACY OF THE INFORMATION SHOWN AT NO EXPENSE TO OWNER OR TRIANGLE SITE DESIGN, PLLC.
UNDERGROUND UTILITY LANES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOL ONCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS, TEES, AND FIRE HYDRA
NCE WITH THE STANDARDS OF THE NCDOT. THE CON CTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N,P.D.E.S, PERMIT FOR STORMWATER CRITERIA. CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDA DISCHARGE ASS ATED WITH CONSTRUCTION ACTIVITIES. A, NO MORE THAN SOp LF OF TRENCH MAY BE OPENED AT ONE TIME, DNE TIME, DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.
T A UAL FIELD CONDITIONS AND ALL UN5URFACED AR DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL„ CONTRACTOR SHALL APPLY B, EXCAVATED MATERIAL SHALL BE - a :ED ON THE UPHILL SIDE OF TRENCHE! THE CO CTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND B EEN HE Ci - SIDE OF TRENCHES, ALL WATER AND SANITARY ' "''S TO BUILDING SHALL ENDS' OUTSIDE THE BUILDING LIMI"!"S AS SHOWN ON KLAN AND SHALL BE PROVIDED ~ ILTERED OR P ED OUCH AN RPPROVED SEDIMENT TRAPPING DEVICE, OR A TEMPORARY PLU ~`ID,
OCUMENTS AND SHAH WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. STABILIZATION FABRIC TO ALL SLOPES 3H: SV OR STEEPER. CONTRACTOR SHALL G S DISTURBED AREAS UNTIL A HEALTHY STANK OF G 5 C, EFFLUENT FROM DEWATERING OPi ATIONS SHALL BE FILTERED OR PASSEL THE CONSTRUCTION D I5 OBTAINED. BOTH, AND DISCHARGED IN R THAT DOES NOT ADVERSELY AFFEC 'ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY, ALL FIRE HYDRANTS SHALL PROVIDED H AN APPROVED GATE VALVE A MAXIMUM OF I'-0" PROM HYDRANT, ~ ~
N REFERENCED TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME, D, MATERIAL USED FOR BACK-FILLIN rsivCHED SHALL BE PROPERLY GOMPAe ALL SITE DIMENSIO 5 STABILIZATION. PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE 8., ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDE OSMA REGULATIONS. MINIMUM NCH WIDTH ~ t4
ANCE WITH THE EROSION AND SEDIMENT CONTROL REGULATIONS. SHALL BE 2 FEET.
SIGNS ARE REFERENCED TO THE OUTSIDE FACE OF THE STRUCTURE, THE CON CTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACIN , F ;AL EXCAVATION E DESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE ERA ALL BUILDING DIMEN MEASURES REQUIRED TO MEET 05HA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION ~ THE WORK INDICATED F, APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH, WITH, GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURI`.IDICTION OVER THIS SY M PRIOR TO
R P ED CURB ELEVATIONS AS NECESSARY TO ENSURE PROPER LONGITUDINAL GRADE FOR ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGNS} TO INSTALL SAID ITT°dS. THE CONTRACTOR SHALL 5ET AND ADJUST P O OS ANY STING STRUCTURES TO REMAIN ARE DAMAGED DURING GONSTRUGTION I' INSTALLATION. G CONSTRUCTION IT SHALL BE THE CONTRACT RESPONSIBILITY TO REPAIR U.I --I
DRAINAGE, THE CONTRACTOR SHALL INCLUDE 1N THE CONTRACT` PRICE ANY DEWATERING NE SARY TO CONSTRUCT THE PROJECT AS SHOWN DN THE A .;PLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXIST PLANS. tETURN IT TO EXISTING CONDITIONS OR B R, ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.
THE CONTRACTOR SHALL RETAIN EXISTING PAVEMENT, UNLESS OTHERWISE NOTED. THE CON" T_R SHALL REFER TO THE ARCHITECTU PLANS FOR EXACT LOCATION, ELEVATION, AND DIMENSIONS OF VESTIBULE, SLOPED ALL STORM PIPES ENTERING STRUCTURES SHALL BE GROUTED OR SEALED TO MANUI R SEALED TO MANUFACTURE'S SPECIFICATIONS TO ASSURE CONNECTION AT CONTRACTOR SHALL NOTIFY THE WATER AUTNORITY INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. C~
PAVING, _ 'DOORS, RAMPS, TRUCK DOCKS, BUILDING DIMENSIONS, AND E BUILDING UTILITY ENTRANCE LOCATIONS, STRUCTURE IS WATERTIGHT. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. II„1 ALL UTILITIES SHOULD BE KEPT TEN (10'} APART (PARALLEL} OR WHEN CROSSING 24" VERT CAL CLEA CE {OUTSIDE EDGE C1F PIPE TO
ALL FILL M% 'ERIALS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND UTILITY( UCTURES, TOPSOIL AND ANY OTHER DELETERIOLfS ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INUERI LED MORTAR INVERT FROM INVERT IN TO INVERT OUT, OUTSIDE EDGE OF PIPE), ~
REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LA EDITION} FOR DETAILS OF STANRARD TRAFFIC CONTROL DEVAGES, MATERIALS SHALL BE COMPLETELY REMOVED FROM WITHIN THE BEARING ZONE BELOW THE STRUCTURE. FLUSHING AND PRESSURE TESTING OF ALL NEW MAINS IN ACCORDANCE WITH AWWA STANDARD C600 IS REQUIRED, DISINFECTION AND ~
ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNIAL REPRESENTATIVE TO D RHINE WHETHER UNSUITABLE ROOF L ERS SHALL BE TIED INTO THE PR07ECT STORM DRAINAGE SYSTEM AS SH( ALL WORK SHALL CONFORM TO THE APPLICABLE CODES AND ORDINANCES. MATERIAL MUST BE REMOVED, ALL UNDESIRABLE MA1TER SHALL BE REMOVED, BACKFILLED AND COMPACTED AS REQUIRED BY THE STORM DRAIN SYSTEM SHALL BE A WATERTIGHT CONNECTION. CONTRACTOR TO C( AGE SYSTEM AS SHOWN. CONNECTION OF THE ROOF DRAIN LEADERS TO THE BACTERIA SAMPLING OF ALL NEW WATER MAINS IN ACCORDANCE WITH AWWA STANDARD C65T IS REQUIRED. NEW MAINS SHALL NOT BE CONTRACTOR TO COORDINATE ROOF DRAIN GRADES AND LOCATIONS WITH PLACED IN SERVICE UNTIL WRITTEN ACCEPTANCE FROM THE CITY OF RALEIGH IS RECEIVED. ~ f"°
PRESSURE REDUCING VALVES WILL BE REQUIRED ON THE 1~1MESTIC WATER MAINS IF THE STATIC PRESSURE AT THE BUILDING EXCEEDS 130PSI. ~
FAMILIARIZE HIM OR HERSELF ALL CONDITIONS AFFECTING THE PR SED WORK AND SHALL GEOTE IGAL REPRESENTA THE ARCHITECTURAL P S. CONTRACTOR SHALL VISIT THE SITE AND MAKE PROVISIONS AS TO THE COST THEREOF. CONTRACTOR SHALL SE RESPONSIBLE FOR FAMILIARIZING HIM OR H ELF HALL GRADES, ELEVATIONS AND L TIONS SHOWN ARE APPROXIMATE, AS DIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO REFER TO DRAWINGS BY OTHERS FOR BUILDING CONNECTIONS. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES SANITARY LINES, STORM L;:NES A~~ ~ - ~ r~
CUMENTS FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR ACCOMMO"'nrc UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND THIS FLAN DETAILS PIPES UP TO SFT FROM THE BUILDING FACE. REFER TO DRRWIN CONTRACT DO JUNCTION ° r~,._a, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. ALL CUT OR FILL SLOPES SHALL BE 3:I OR FLATTER UNLESS OTHERWISE CONTRACTOR SHALL SUPPLY AND INSTALL PIPE ADA RS AS NECESSARY. CESSARY. ES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCI"ILE IRON PIPE WYTH MECHANICAL JOINTS AT 10 FEET C i i SIDES OF CR LNG, THE
TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER PRIOR TO THE NOTED. COMMENCEMENT OF WORK. ALL STORM SEWER MANHOLES IN PAVED AS SHALL BE FLUSH WITH PAVEMENT, A WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS Rf QUIRLJ'~~ ,JVxDE A MINIMUM OF 24" WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS, CL NCE, MEETING REQUIREMENTS OF ANSI A22,10 OR ANSI 2L I1 (AWWA C-151j (CLAS;, 50~.
CONTRACTOk SHALL ADJUST ANDjOR CUT EXISTING PAVEMENT A5 NECESSARY T4 ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE L~ E. LIDS SHALL BE LABELED "STORM SEWER".
~ INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND OWNER'S REQUIREMENTS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. CONT OR SHAM ASSURE POS E DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFTLLING, ~
STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE. CON CTOR SNAL SPOT ELEVATIONS AT EDGE OF HALT PAVEMENT OR AT CURB IF CONC PAVEMENT, CONTRACTOR SHALL ADJUST AS NECESSARY, TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ? °!VE FINISHED GROUND ELEVATIONS WITH WATERTIGHT LIDS IN UNPAVED AR
CONTRACTOR SHALLCL AND REMOVE DEBRIS AND SEDIMENT DEPOSITED ON PUBLIC STREETS, SIDEWALKS, ADJACENT AS, OR OTHER RIM ELEVATIONS AS NOTED ARE TO THE GUTTER FLOW LINE.
PUBLIC WAYS DUE TO CONSTRUCTION. EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT ' LL CONCRETE FOR EN EMENT5 SHALL NAVE A MINIMUM 2B DAY COMPRESSION ENGTN AT 4000 P.S.I,
TO PROTECT EXISTING STRUCTURES PHYSICAL FEATURES, CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE CONTRACTOR SHALL INCORPORATE PROVISIONS AS NECESSARY IN CONSTRUCTION , ON, CON OR SHALL RESTORE ALL AREAS TO ORIGINAL CONDITION AND AS DIRECTER STRUCTURE, PER APPLICABLE GO NG CODES. UTILITIES ARE T4 BE REMOVED TO THE RIGHT-OF-WAY. DRAWINGS DO NOT ` f0 SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES LL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES,
AND MAINTAIN SIIE STABILITY DURING CONSTRUCTI BY CONTRACT DRAWINGS. THE CONTRACTOR IS SPECAFI LY CAUTIONED THAT THE LOCATION ANDIOR ELEVF"7N OF EXISTING UTILITIES AND UTILITIES BY OTHERS AS CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE STANDARDS AND SPECIFICATIONS t7F THE CITY OF EIGH WITH REGARDS TO
SHOWN f'N ~ S IS BASED ON RECORDS OF THE VARIOUS UTILITY COMI AND WHERE POSSIBLE, M !F~'"NTS TAKEN IN THE MATE AND INSTALLATION OF THE WATER AND SEWER LINES.
EMENT JOINTS SHALt BE SAWCUT PRIOR TO PAVING TO PRO E A DURABLE AND UNIT JOINT, FIELD, THE I UF,I IATION IS NOT TO BE RELIED ON AS BEING CT OR COMPLETE. , ~c CONTRACTOR MUST CALL TH- tOPRIATE UTILITY ALL PAV COMPANIES Hf LEAST 72 HQURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIEL CATION OF UTILITIES. IT SHALL BE THE THE CON OR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/flR ELEVATION OF EXISTING UTILITIES OR UTILITES BY OTHERS AS
TE AtL EXISTING UTILITIES WNICh e.JNFLICT WTTH THE PROPO5EC Ih..>ROVEMENTS SHOWN NO HOLES, TRENCHES OR UCTURES SHALL BE LEFT OPEN OVERNIGHT IN ANY EXCAVATION ACCESSIBLE TO THE PUBLIC OR IN PUBLIC RESPONSIBILITY OF THE CONT OR TO RELOCA ON THE FLANS. SHOWN 0 ~ 5 IS ED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, M UREMENTS TAKEN IN THE FIELD. THE IN. 0. N IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CC>N CTOR MUST CALL THE APPROPRIATE UTILITY
RIGHTS-OF-WAY. SLOPES N 'THIN THE LIMITS OF THE HANDICAPPED PRRKING SHALL NOT EXCEED 2°/a IN ANY DIRECTION, SLOPES IN ACCESSIBLE RO SHALL COMPANIES AT LEAS ~ 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. TT S L BE THE
NTRA OR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR THE REMOVAL, REPLACEMENT AND RECTIFICATION OF ALL DAMAGED AND NOT EXCk '%a CROSS SLOPE AND NO MORE THAN 5°fa IN LONGITUDINAL SLOPE, THE EXCEPTION OF RAMPS WHICH SHALL BE BUILT IN THE CO GT RESPONSIBILITY OF THE CONTRACTOR TO REL TE ALL EXISTING UTILITIES WHICH CONE-ICI WITH THE PROPOSED IMPROVEMENTS SHOWN ~ ON THE PLANS,
WORKMANSHIP IN CONNECTION WITH THE CONTRACT WORK, THE CONTRACTOR SHALL REPLACE OR REPAIR AS CONFOf°' CC WITH ADA CRITERIA AND LOCAL DESIGN STANDARDS. . DEFECTIVE MATERIAL AND ALL NECESSARY INSPECTIONS AND(OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTIE7TY SE -COMPANIES SHALL BE PE RMED
DIRECTED BY OWNER ALL SUCH DAMAGED OR DEFECTIVE MATERIALS WHICH APPEAR WITHIN THE CONTRACT PERIOD, PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE, C~)NT,v G,. SHALL COORDINATE ALL UTI
ALL W RK PERFORMED BY THE CONTRACTOR ANDjOR T E SUBCONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF LOGAt, STATE AND 0 COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
FEDERAL LAWS AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS. F ALL UTILITY MAIN LENGTHS SHOWN APPROXIMATE.
WHERE THE TERMS "APPROVED E UAL" "OTHER APPROVED" "EQUAL TO" "ACCEPTABLE", OR OTHER GENERAL QUALIFYING TERMS ARE USED IN Q ALL EXISTING UTILITIES PROPOSED TO BE RELOCATED ON THESE PLANS IF ANY, SHALL BE PLACED UNDERGROUND. ~ Q
SE NOTES IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE RULING AND JUDGMENT OF TRIANGLE SITE DESIGN, PLLC. THE , ALL CONSTRUCTION METHODS & MATERIALS SHALL CONFORM WITH THE CURRENT SPECIFICATIONS AHD STANDARDS OF THE AMERi
THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL PH OF WATER WORKS ASSOCIATION (AWWA). THE AWWA CONSTRUCTION STANDARDS SET F~JRTH IN THEIR CONSTRUCTION SPECIFICATIONS ~ Z AND STANDARD FOR WATER AND SANITARY SEWERAGE FACILITIES, A COPY OF WHICH MUSE BE PURCHASED FROM THE AWWA BY THE
CONSTRUCTION FOR USE OF ALL TRADES. CONTRACTOR AND KEPI RT THE JOB SITE AT ALL TIMES, REFERENCE TO NCDOT SHALL MEAN THE CURRENT STANDARDS AND/OR SPECIFICATIONS OF THE NORTH OLINA DEPARTMENT OF TRANS TATION, ~ ~
THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ANY CHANGES AND DEVIATION OF APPROVED PLANS NOT AUTHORIZED BY THE
o ARCHITECT'JENGINEERRHD{OR CLIENTJOWNER. THIS PLAN DQES NOT GU TEE THE EXISTENCE, NON-EXISTENCE, SIZE, TYPE, L TION, ALIGNMENT OR DEPTH OF ANY OR ALL J 0. ~ UNDERGROUND UTI ES OR OTHER FACILITIES. WHERE SURFACE FEATURES (MANHOLES, CATCH INS, VALVES, ETC.J ARE UNAVAI
E D RESULT OF DESIGN, ANY MODIFICATION TO SUIT FIELD DIMENSION AND CONDITION SHALL BE DETAILS ARE INTENDED TO SHOW N OR INCONCLUSIVE, INFORMATION SHOWN MAY BE FROM UTILITY OWNERS RECORDS AND/OR ELECTRONIC LINE TRACING, THE RELIABILITY OF ~ C7 ~ WHICH IS UNCERTAIN, THE CONTRACTOR SHALL PERFORM WHATEVER TEST, EXCAVATION {3R OTHER INVESTIGATION IS NECESSARY TO c'e1
E N WEER FOR REVIEW AND APPROVAL PRIOR TO ANY WORK. LEGEND SUBMITTED TO TH E G VERIFYTIE-IN INVERTS, L TIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY JtNY DISCREPANCIES TO KIMLEY- HORN AND C.
THE FINAL ACCEPTANCE OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALt EQUIPMENT AND MATERIALS, REPAIR OR REPLACE EXISTING DE PTION PROP D EXISTING DESCRIPTION BEFORE INC. AT {919} 6?'1-2000. UTILITY COMPANIES SHALL BE NOTIFIED 49 HOURS IN ADVANCE 0=ANY EXCAVATION IN THE PROXIMITY OF THF~R PROP05E6 UTILITIES, THE CON CTOR SHALL BE RESPONSIBLE FOR REPAIRING AT NIS ENSE ANY EXISTING UTI ES DAMAGED DURING
PRIVATE OR PUBLIC PROPERTY WHICH MAY HAVE BEEN DAMAGED OR DESTROYED DURING CONSTRUCTION, C N THE AS HIN AND CONSTRUCTION,
ADIACENT TO THE PROJECT WHICH HAVE BEEN OBSTRUCTED BY HISIHER OPERATIONS, AND LEAVE THE PROJECT AREA NEAT AND PRESENTABLE, PROPERTYIROW ~ "DfLEC THE CONTRACTORS" 4LL BE REQUIRED TO EXCAVATE BELOW PLAN G ANY MATERIALS vUHICN ARE UNSUITABLE FOR FOUNDATIONS, SUB ~ , _ GRADES, PIPE ®DTTOMS OR OTHER PURPOSES AND BACKFILL THESE A WITH AN APPROVED MATERIAL, THE ENT OF
UNDERCUTTIP' : ~ "KFILLING SHALL BE D RMTNED BY THE CITY OF RALEIGH AS TO AREAS WITHIN STREET RIGF4T-OF-WAY AND THE 7s~ ~d ~
ROADWAYS AND BUILDINGS MUST BE CAPABLE OF SUPPORTING FIRE APPARATUS DURING CONSTRUCTION. _ I UND TEL SETBACK _ ENGINEER IN OTHErt AREAS. COMPENSATION SHALL BE AS SET FORTH IN THE CONTRACT ~DCUMENTS, ~ ~
R 5S NUMERALS SHALL BE DISPLAYED ON TTiE OUTERMOST SURFACE OF THE BUILDING OR ON A SIGN. NUME TO BE AT LE 12 r, ADD E 5U8-SURFACE UTI WARNIP a `APE AS MANUf RER BY THE GRIFFOLYN COMPANY, Olt EQUAL, SHALL BE PLACED AT AN ELEVATION NOT ~m~ ~ . LESS THAN 6wINCHES NOR ML?~' " ~dN 12-INCHES BELOW THE PROP05ED FINISHED GRADE n.90VEHON-CONDUCTIVE SEWER AND WATER
INCHES IN SIZE, IN A COLOR CONT TING WITH IT`S BACKGROUND, AND VISIBLE FROM THE ROAD. _ _ _ EASEMENT TRAivoa ORDER PAD MAINS IN PUBLIC RIGHTS-OF-. EASEMENTS. THE TAPE SHALL BE OF A DURABLE, MET' ° LINED, PLASTIC FILM SIMILAR TO "TERRA~TAPE D" a
_ _ CENT INE GATE VALVE FOR IDENTIFICATION BY E~EC~ ~ dIC FIRE LOCATING DEVICE AS WELL A5 VISUAL IDENTI° ~"'?N. THE TAPE FOR SEWER FORCE MAIN FB1E L' ; SHALL BE BRIGHT GREEN WITH TI E FOLLOWING IMPRINTED LEGEND "CAUTIONpSEW :R L ~ LOW". THE TAPE FOR WATERLINES SHA` IE
° ~ MONUMENT ° LIGHT POLE BRIGHT BLUE WITH THE FOLLOvvsrJG IMPRINTED LEGEND "CAUTION- WATERLINE BELOW.' ADDITION TO THE DETECTABLE TAPE,12 i _ COPPER WIRE SHALL BE INSTALLED ALONG THE PIPE FOR PUR ES OF POSITNE IDENTI'la,ATION AND LOCATION, A5 REQUIRED BY THd ~ ~y ~~~~®A _
' DEPARTM OF PUBLIC UTILIT~-- ~p ~ v,,
L T TRAFFIC C~NTRO NQ ES ° ~ ~ ° ~ IRON PIPE(ROD UTILITY POLE ' A MINIMUM VERTICAL SEP ~ 18"' SHALL BE MAINTAINED EEN SANITARY 5~' R ..'~/ATER LINES AND A FULL JOINT OF WATER ®~r~ ~Yi f~
THE DISTRICT OFFICE OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT} MUST" BE NOTIFIED AT LEAST 24 HOURS PRIOR LINE PIPE SMALL BE CENTE- eD CATER LINE CR05SE5 OVER SANITARY SEWER. ~i, " C`.EARANCE IS LESS THAN IB" BUT GREATER g~ THAN 12", SANITARY SEWER SI 8-PRESSURE TESTED DUCTILE IRON PIPE IO' FROM WA~IERMAIN, WHEN WATER LINE CROSSES UNDER ~ ~ i {Itf~1 r}R
TO GONSTRUGTION. BUILDING HYD T SANITARY SEWER, I$" MINIMU CL ~F1NCE MUST BE MAINTAINED, AND SANITARY SEWER SHAH BE PRE55URE TESTED DUCTILE IRON PIPE 10' ~ VVV , FROM WATERLAIN.
TRAFFIC MUST BE MAINTAINED AT ALL TIMES AND TRAFFIC CONTROL MUST COMPLY WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL
D WITH THE CURRENT EDITION OF THE NCDOT STANDARDS RND SPECIFICATIONS, - • WET DS CATCH SASIN DEVICES (MUTCD} AN ALL PVC WATERLINES SHALL HAVE BURIED WITH THE PIPE # I2 COATED ELECTRIC WIRE 7 BROUGHT UP INTO THE METER BOXES. ~
MANHOLE ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF 6:00 AM TO 9.40 AM AND FROM 4;40 PM TO 6;40 PM, A MINIMUM OF ONE EDGE WE D THE CONTRACTOR SHALL PROVIDE A SURVEY AS-BUILT RECORD DRAWING OF THE SANITa: ° "SEWER SYSTEM AND THE WATER DISTRIBUTION ,9I ~ ~ ~ ~ SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF RALEIGH UTLITY DE4 ' TI~IINT AND TOWN OF GARNER. su ~ "
t2-FOOT LANE SHALL BE MAINTAINED AT ALL TIMES. - SIGN POTABLE WELL ~E~
ALL ROADWAY SIGNS WHICH ARE TO BE REMOVED DURING GON UCTION ARE TO BE REINSTALLED AS SOON AS POSSIBLE, _ STR
DURING NON-W NG HOURS, EQUIPMENT IS TO BE PARKED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE AND BE PROPERLY 2 ® a 2S"REF ~ ~
LADED IN ORDER TO PREVENT ANY EQUIPMENT 46STRUCT70N WITHIN THE TRAVEL LANE. ° CULVERT _ - - GRAVEL ROAD
~.,2a ~ ~ I T
LL CONTRACTORS DOING WORK WITHIN STATE RIGHT OF WAY ARE TO HAVE A COPY OF THESE PLANS ON THE LOB SITE, , A SPOT GRADE , _ - EDGE PAVEMENT ~ 0 THERE SHALL BE NO TAPS, P_'3 BRANCHES, U PROVED BYPASS P[PING, HYD S, FIRE DEPARTMENT CONNECTION POINTS OR OTHER ~ ~ ~ ~ ~ ~ ~ WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETIVEEN ANY WATER METER AND ITS UTILITY DEPARTMENT REQUIRED F ~ ~ ~ ~ ~ ~ ~
WHEN PERSONNEL ANDIOR EQUIPMENT ARE HIN 5' OF AN OPEN TRAVEL LANE, THE CONTRACTOR SHALL CLOSE THE OPEN TRAVEL LANE CHAIN LINK FENCE +~m--°--~°-~°°-~-~°~ BACKFLOWPREVENTER. ~ ~ Qa q~ 4~~
ADIACENT TO THE WORK AREA USING APPROPRIATE TRAFFIC CONTROL MEANS AND METHODS UNLESS WORK IN THAT AREA IS PROTECTED BY , GURBLINE ~ BARRIER OR GUARDRAIL BARB WIRE FENCE x' x x EACH UTI DEPARTMENT REQUIRED BACKFLOW PREVENTER ASSEMBLY IS REQUIRED TO 3E TESTED BY AN APPROVED CERTIFIED TESTER o n ~ ~
PRIOR TO PLACING THE WATER SYSTEM INTO SERVICE. ~ ~ ~ ~ ~ . > W
THE CONTRACTOR SHALL NOT WORK SIMULTANEOUSLY ON BOTH SLOES OF AN OPEN TRAVEL WAY WITHIN THE SAME LOCATION ON A TWO-LANE, TWO-WAY ROAD. _ _ _ - STO E FENCE ~ ® a', a~i a'a ~i v e~ ~ FIRE PROTECTION AND DOMESTIC BACKFLOW PREVENTION DEVICES TO BE LOCATED INSIDI'. THE BUILDING MECHANICAL ROOM, REFER TO ~
ARCHITECTURAL DRAWINGS FOR L TION AND CONSTRUCTION DETAILS. ~ ~ ~ P
h THE MAXIMUM LENGTH OF A LANE CLOSURE ON THE PROJECT SHALL BE ONE MILE, MEASURED FROM THE BEGINNING OF THE MERGE TAPER TREEtINE I s TO THE END OF THE LANE CLOSURE. c a ~ ~
_ CONTOURS (MAIOR) 250 ~ ~ r`' ~ n
THE C TRACTOR SHALL BACKFILL AT 6:I SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AR ADJACENT TO AN OPENED DECIDUOUS T ON X
TRAVEL LANE THAT HAS ADROP-OFF OF MORE THAN 3", _ CONTOURS (MINOR}
WHEN BACKFILL IS REQUIRED, IT SHALL BE AT NO EXPENSE TO THE OWNER, GAS G CONIFEROUS TREE ~ ~~o~
THE MAXIMUM DIFFERENCE IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC SHALL BE 2u. WATER
WHEN LANE CLOSURES ARE NQT IN EFFECT, CHANNELIZING DEVICES IN WORK AREAS SHALL BE SPACED NO GREATER THAN TWICE THE POSTED SEWER SPEED LIMIT, EXCEPT 30' ON-CENTER IN RADII, AND $HALt BESET 3` OFF THE EDGE OF AN OPEN TRAVELWAY,
STORM DRAIN ~ - - , _ . o u~
DURING INST TION, PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. BE INSTALLED TO ENS PUBLIC SA IN ACCORDANCE WITH THE GUF °tE_L ° NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS w ~
~ ~
ALL DISTURBED AREAS ARE TO BE FULLY RESTORED TO NCDOT MINIMUM ROADWAY STANDARDS. LIMITS OF LROAD DISTURBANCE rrFtt V
MATERIALS AND WO ASHIP SHALL CONFORM TO THE NCDOT ROADWAY STANDARDS AND SPECIFICATIONS (LATEST EDITION}. SILT FENCEjTREE PROT ON SF/TR r•
BENCHMARK ~ n ~
TEMPORARY DIVERSION >TB >TD DITCH ~ ~ ~
STORMWATER AREA
CONSTRUCTION SIGNATURE SHEET '_j
ENTRANCE WCEb PRELIMINARY hum, DO NOT USE FOR CONSTRUCTION
FOR PERMITTING ONLY D
CITY OF RALEIGH PUBLIC UTILITIES
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T I tJTES ® E C ~E UENCEe EED~E~ ' ~ _ I rJN;
S I E I C fiED AND APPROVED BY THE TOWN OF GARNER. FORWARD APPROVAL TO I, CHISEL COMPAC:;:~ .,,.t; S ,„9J SPREAD TOPSOIL THREE INCHES DEEF OVER ADVERSE SOIL CONDITIONS, IF AVAI LE.
DIMENTATION CONTROL MEASURES BMPS WERE DESIGNED USING THE NORTH CAROLINA NCDENR I. TOTAL AREA DISTURBED = 4.9 ACRES, lA. INSTALL TREE PROTECTION FENCING AND HAVE IT INSPECTED AND APPROVE THE EROSION AND SE ~ ) 72j ~
IREMENT5 AND SHALL BE INSTALLED ACCORDINGLY< CONTRACTOR SHALL PERFORM ALL ACTIVITIES IN STRICT COMPLIANCE WITH TOTAL SITE AREA =14.9 ACRES. JENNIFER SJAARDEMA AT WAKE COUNTY (FAX # (9I9) 743 4772) REQU THE NORTH CAROLINA NPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES Z. RIP THE ENTIRE AREA TO SIX INCHES DEEP, ~ ENVIRONMENTAL ENGINEER, (JENNIFER SJAARDEMA AT (919j 856-6145j,
RMif . 2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE 1B, SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL EI (GENERAL PE ) CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE WAKE COUNTY OBTAIN ALAND-DISTURBING PERMIT, 3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE RSA' ~C Y SI DOTH AND UNIFORM, Q
REFER TO THE EROSION AND SEDIMENT CONTROL DETAIL SHE FOR EROSION CONTROL AILS AND DESIGN TABLES FOR SEDIMENT EROSION AND SEDIMENT CONTROL HANDBOOK, SIGNS, SILT FENCE, SKIMMER BASINS, WAKE COUNTY CUSTOM BASIN OR 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNiFORMtY AND MI { WIfI "'I', .5 MIXTUREj,
N DITCHES AND CULVERTS SLOPED NS AND RIP-RAP APRONS. 2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, BASINS, DIVERSIO P 3~ THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CON UCTION ALL EROSION CONTROL MEASURES OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSA R ONLY AS NECESSARY TO INSTALL THESE DEVICES. PREPARE A SEEDBED, C~ ~
G BOUNDARIES T RAPHY 100-YR FLOODPLAIN, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY SURVEYING SHOWN WITHIN THESE PLANS TN ACCORDANCE WITH APPLICABLE WAKE COUNTY AND NORTH CAROLINA EROSION AND SEDIMENT FERTILIZE, LIME, SEER, MULCH AND Aa~~N".LT TACK TEMPORARY DIVERSIONS, BE', TIN RY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION, S. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBl~D IS PREPARED FO.,.. TO SIX INCHES DEEF. G~°f ~ , ~ ~„.I Ik~ ~ ~ U VS
` CONTROL REGULATIONS, SOLUTIONS, PC. ALL EXISTING INFORMATION IS TO BE FIELD VERIFIED BY THE CO CTOR. 3. CALL 7ENNIFER SJAARDEMA {91! L FOR AN ONSITE INSPECTION BY TI E TNSpECTiON BY THE ENVIRONMENTAL ENGINEER TO OBTAIN A 6, SEED ON A FRESHLY PREPARED SEEDBED AND DOVER SEED LIGHTLY WITH SEEDING E QUIPMENT OR t~iLTIPACK R SEEDING, ` ~ ~
SEE THE LANDSCAPE PLAN FOR LOCATIONS OF PROPOSED PLANTINGS AND FINAL STABILIZATION. 4. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTA[!rT DISCHARGE ELIMINATION CERTIFICATE OF COMPLIANCE. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. , ~ ~
SYSTEM (NPDES} STORM WATER GENERAL PERMIT, NEEDED, ALL DEVICES SHALL BE MAINTAINED AT LE ONCE A WEEK AND ; ~ ~ ~
FER T THE DETAIL SHEETS FOR TYPICAL CROSS-SECTIONS OF THE SEDIMENT BASINS RND OTHER STORMWATER FACILITIES. THE 4, "GIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED, ALL DEVIC€ RE 0 SEDIMENT BASINS SHALL INq_UDE THE FOLLOWING: POND FILL SLOPE CONSTRUCTION, PERMANENT SLOPE STABILIZATION, PERMANENT 5. ALL EROSION AND SEDIMENT COMROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING ANDIOR LAND DISTURBANCE. E t EVERY RAIN. ROUGH GRADE SITE. 8. INSPECT AlL SEEDER AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLA NG SE N, IF POSSIBLE, iF STRND Lam.
SPILLWAY STRUCTURE, OUTFACE PIPE, TEMPO Y RISER AND BARREL, TRASH RACK, CLEAN-OUT STAKE, AND SILT FENCE BAFFLES. SHOULD BE MORE THAN 6Q°/a DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL L3 ME, FERTILIZER AND SEEDING RATES. t ~ ~ URB INLETS H BLOCK AND GRAVEL INLET CONTROLS, PROTECT AREA ; ~ ~ 4,t
6. A COPY OF THE APPROVED EROSION AND SEDIMENT C ROL PLAN AND PERMIT SHALL BE MAINTAINED ON ThE SITE AT ALL TIMES. 5..,dSTALL STORM DRAINAGE, AND PROTECT CATCH BASIN CURB INLETS H f 1IMENT PS OR OTHER APPROVED MEASURES AS SHOWN ON THE P , 9, CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FEF:TILIZATION AFTER PERMANENT COVER IS ~ ~
UPON FINAL STABILIZATION OF EACH UPSLOPE AREA FOR EACH SEDIMENT BASIN, REMOVE THE SEDIMENT FROM BOTTOM OF THE BASIN N/YARD INLETS WITH ST RD INLET PROTECTEC N, SEDIMENT PS OR 0 AND DISPOSE OF IN A LEGAL MANNER, REMOVE THE TEMPO Y RISER AND BARREL STRUCTURE PRIOR TO FINAL STABILIZATION. 7, THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND UCTURES TO BEGIN CONSTRUCTION, BUILDING, ETC. SEDIN NT ~ ARE TO REMAIN UNTI RE TO REMAIN UNTIL NUMBER 8., BELOW. STORM DRAINAGE TO BE ABLISHED. iNUING UPSTREAM UNTIL THE DIFFERENT RUNS INTERCEPT OFF•SITE
MINIMIZE EROSION. THE CO CTOR SHALL MAINTAIN CLOSE CONTACT WITH THE WAKE COUNTY EROSION CONTROL INSPECTOR INSTALLED BEGINNING AT THE DISCHARGE POI T ~ CONTINUING UPSTREAM i a INLET AT THE END OF EACH DAY OF CONSTRUCTION. IF CONSTRUCTION
ROCK CHECK DAMS SHALL BE PLACED IN ALL TEMPORARY DIVERSION DITCHES. REFER TO THE DESIGN TABLES ON THE DETAIL SHEETS SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES Of CONSTRUCTION. FLOWS. PROVIDE TEMPORARY INLET PROTECTION d~ THE PIPE INLET AT THE Efl ACTIVITY CREATES A SITUATION WHERE CERTAIN CAoUH BASINS ARE BEING BRC FOR HEIGHT OF THE ROCK CHECK DAMS, NS ARE BEING BROUGHT UP TO GRADE GRADUALLY, PLEASE REFERENCE TY TO BE DISTRIBUTED AT THE PRE-CONSTRUCTION MEETING.
APPROVAL OF THIS PLAN iS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CON [ONS W NT THE CATCH IN RISERJFILTER DETAIL PROVIDED BY WAKE COUNTY TO BE DTS
TEMPORARY DIVERSION DITCHES AND BERMS SHALL BE MAINTAINED AS THE SITE IS BROUGHT TO GRADE, C •SITE G LNG, PERMISSION MUST BE OBTAINED FROM THE AFFE D PROPERTY OWNERS. A REV, SHOWING OFF-ST'"r IMPACTS SHOULD BE SUBM D AND APPROVED PRIOR TO ANY OFF-SITE GRADING. CONT~,,:~ .~..U'f ENGINEER AND 6, STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETA7 _ .DE WITH VEGETATION, PAVING, DITCH LININGS, ETC. PREPARE A ;ALL DENUDED AREAS WITHIN FIFTEEN (I5j DAYS OF COMPLETION OF ANY '
DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE 'T EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL MEASURES ARE IN-- _LED PRIOR TO SEEDBED, FERTILIZE, LIME, SEED, MULCH AND ASPHALT TACK ALL DENUDED ARE. HASE OF CONSTRUCTION. ~
CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE ER05ION CONTROL INSPECTORS SO THAT PERIODIC INSPECTIONS CAN BE CSITE GRADING. PHASE OF CONSTRUCTION OR STOPPAGE OF WORK ON ANY PHASE OF CONSTRUC PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. STABILIZED COMPLETELY, CALLJENNIFER SJ EMA (914j BSFa-8I95 FOR
9. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AR OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT 7. WHEN CONSTRUCTION IS COMPLETE AND ALL AR ARE STABILIZED COMPL€
SEE THE GENE NOTES SHEET AND THE GRADING AND DRAINAGE PLAN FOR OTHER NOTES REG ING G LNG ACTIVITIES. LIMITED TO CtFF-SITE BORROW OR W AREAS, STAGING OR STORAGE AREAS), THE CON CTOR SHALL PREPARE AND SUBMIT AN INSPECTION BY THE ENVIRONMENTAL ENGINEER, A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TOWAKE COUNTY FOR APPROVAL CONTRACTOR -a
SEE SITE PLAN, GRADING AND DRAINAGE PLAN, UTILITY P ,PLANTING PLAN AND OFF-SITE ROADWAY PLANS FOR DETAILED DESIGN SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL 8. IF SITE IS APPROVED, REMOVE Ti 1RY DIVERSIONS, SILT FENCE, SEDIM€ SILT FENCE, SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY • ~ 7N CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE e~) ~
IN NATION OF PERMANENT SITE APPURTENANCES SHOWN ON THIS SHEET. PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT. RESULTING BARE AREAS. ALL REM,~NI';;a ~ 4.:I (ANENT EROSION CONTROL DEVICI INSTALLED, W ~ ~
WHERE THE LIMITS OF DISTURBANCE AND TEMPORARY FENCE (SF, SF-PF, OR PF) LIMITS ADJACENT, THE TEMPORARY FENCE LINE IS I0. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, REL TED WHEN AND AS NECESSARY, AND A FINAL SITE INSPECTION BY THE ENVIRONMENTAL ENGINEER (JENNIFER ~ ~ ~
THE LIMITS OF DISTURBANCE, THE LINE TYPES ARE SHOWN SEPARATED FOR ILLUSTRATIVE PURPOSES ONLY. SHALL BE CHECKED AFTER EVERY RAINFALL, SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTIU2ED, 9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPE EEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS• SJAARDEMR 919-856-6195). OBTAIN A CERTIFICATE OF COMPLETION. LETION. LL° ~ +
CONTRACTOR SHALL NOT DISTURB ANY EXISTING NEGATIVE GROUND COVER OR TREES OUTSIDE OF THE LIMITS OF DISTURBANCE OR 6fD
WITHIN ANY REQUIRED BUFFER LIMITS UNLESS OTHERWISE NOTED OR ILLUSTRATED. lI. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WHICH NOT OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY IN ACCORDANCE WITH THE WAKE COUNTY SEDIMENT CONTROL
DO NOT CONSTRUCT TEMPORARY FENCE (SF, SF-PF, OR PF} ACROSS A RIP RAP OUTFACE PAD LOCATION. REGULATIONS, PERMANENT SEEDING AND G S ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND
ACCEPTANCE. ~ ° ' m.. .r em f 'a V,..a a ~,,..e~
PROVIDE CONTROLS OF POLLUTANTS, INCLUDING, BUT NOT LIMITED TO DUST CONTROL, DEWATERING, SOLID WASTE DISPOSAL, AND 12. ALE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 15 DAYS AFTER FINAL SITE I. TFr~ CON, RACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICA' HAZARDOUS MATERIALS. ;TIONS, CERTIFICATIONS, EQUIPMEN+T, ETC, THAT MAY BE REQUIRED, fY4
STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. TRAPPED SEDIMENT AND THE DISTURBED SOIL SCHEMATIC IN NATURE AND DO NOT SNOW EVERY OFFSET, TRANSITION, ~~tt
I ED TO INSTALL EROSION AND SEDIMENTATION CONTROL MEASU OUTLINED IN THE PHASE 1 CONSTRUCTION AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER 2. THE CONTRACTOR SMALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NAT( I" CLEAR ONLY AS REQU R FITTING, ETC. THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING TEM I SEQUENCE. MASS CLEARING AND GRUBBING CAN BEGIN ONLY AFTER ALL DOWNSTREAM MEASURES HAVE BEEN INSTALLED. EROSTniV AND SEDIMENTATION, ~ WORKING TEM, IY a ;ATE 4
- T A PAVED OR PUBLIC ROAD SURFACE THE ROAD SURFACE SHALL BE CLEANED 3. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION P E CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT THE CONTRACTOR SHALL PROTECT ~ _L FREES AND SHRUBS OUTSIDE OF CUT(FILL LINE=, IN ADDITION TO THOSE THAT RECEIVE
USE ROCK OR WASHED STONE TO BRING CONSTRUCTION EXIT TO GRADE. IMPLEMENT WHEEL WASHES AS NECESSARY THROUGHOUT 13. WF )IMENT IS TRANSPORTED ON 0 , OF CONSTRUCTION. TH !GREY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND AS SET FORTH IN THESE PLAidS. ALL PHASES TREE/SHRUB PROTECTION BARRIERS. THE CONT OR IS ALSO REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS
TRA V' DRIED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS WHERE POSSIBLE. .F.+ C,~ WINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO T-
FF THE FACE OF THE SEDIMENT BASIN SLOPES USING DIVERSION DITCHES AND SLOPED NS, REM~IVcD IN THIS MANNER. 4, CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD DIVERT STORMWATER RUNOFF 0 CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETI ER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER AND IMMEDIATELY COVER ALL ROOT CUT L j
CONTRACTOR SHALL MAINTAIN AND RELOCATE DIVERSION DITCHES AND SLOPES DRAINS TO ENSURE STORMWATER RUNOFF DOES NOT D THE FACE OF FINAL SLOPES, 14. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY TRANSMITTAL R TO THE OWNER ERO E SURFACES LARGER THAN TWO INCHES IN DIAMETER WITH TREE WOUND DRESSING, USE. PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER pR SIDEWALK,
CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL Tp THAT OF THE ORIGINAL APPLICATION, a ARE DEEMED NECESSARY BY THE CONTRACTOR, AILS OF SUCH
F W THE SEDIMENT INS THROUGHOUT ALL PHASES OF CON UCTION. PLACE EXCAVATED SOILS ALONG S. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NEC( MAINTAIN POSITIVE LO TO DIVERSION DITCHES TO PROVIDE ADDITIONAL CAPACITY, IS. T~MI --I-Y GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND ALL DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE ENGINEER F DOWNSTREAM fDGE OF THE f0 THE ENGINEER FOR REVIEW, NO DEPARTURES FROM THE CON NO SOIL DISTURBANCE OR COMPACTTONr CONSTRUCTION MATERIALS, T FTC, BU L PITS, TRENCHING OR OTHER LAND DISTURBING SSION OF THE OWNER. ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLPI'ION, GRADING OR
C _ "ZION ACCESS LOCATIONS INTO NON-PAVED AREA, TWO TO THREE INCHES OF STONE SHALL BE USED FOR THE DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWN' CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION, ~
PLAN FOR FINAL SITE AND PAVEMENT G ES AND ELEVATIONS OF THE PROPOSED STORM TEM ~-ARY GRAVEL CONSTRUCTION ENTRANCE. REFER TO THE GR G AND DRAINAGE 6. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCL SEWER SYSTEMS, FFE TVE PROTECTION DEVICES SHALL BE IMMEDIATELY BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM TI ES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED ~ REMOVED FROM THE PROJECT SITE ON A DAILY BASIS, NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTIiRBED. SUPPLEMENT WITH IeZ INCHES OF
i6. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SITUATION INE CT MULCH. RE-SEED WITH G 5 ONLY IN DI RBED/GRADED AREAS.
REING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES• REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING. LAND DISTU THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED NPDES SWPPP DRAWINGS DURING CONSTRUCTION TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMO ON, CLEARING, GRADING OR CONSTRUCTION BEGINS AND IS NOT TO BE
OPERATIONS. 17. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTE D SEDIMENT TRAPPING MEASURES, THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION 4F AlL SOIL REMOVED UNTIL AFTER CON U ON. J
CONTROL MEASURES HAVE BEEN INSTALLED. STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE, NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION
TREE PROTECTION FENCE IS TO BE L TED 1 TOOT PER TREE DIAMETER INCH AWAY F'~OM THE TREES
HALL COMPLY HALL STATE RND L L C~tDINANCES THAT APPLY. 18. SEDIMENT BASINS AND T S, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO SEDIMENT SHALL GENERAL CONTRACTOR S BE CCNV UCTED AS A FI STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND
ALL WORK SHALL BE CONFINED TO PERMIT LIMITS SHOWN ON PLANS, UNLESS OTHERWISE NOTED, THE SITE PLAN PROPERTY LIMITS DISTURBANCE TAKES PLACE,
SHALL BE CONSIDERED THE PERMIT LIMITS. 19. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR CONSENT OF THE OWNER, HIS REPRESENTATIVE, OR THE ENGINEER ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION LS COMPLETED, REFER TO THE SWPPP FOR ADDITIONAL INFORMATION REGARDING INSPECTIONS AND SC WATER MONITORING, ~
MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. 20, DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTD AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO F°
SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLER AND MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF RECEIVING OUTLET. ALL M URES SHOWN ON THE EROSION AND SEDIMENTATION CONTROL PLANS AND IN THE SWPPP SHALL BE MAINTAINED ITV FULLY
THE SITE, 21. THE CONTRACTOR 5HAEL INSPECT ALL EROSION CONTROL M URES PERIODICALLY AND AFTER EACH RUC F DDUCING EV'ENTa FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK = t FINAL STABILIZATION 4f THE SITE, ALL EROSION AND S-'' 4~ "i TON CONTROL MEASURES SHALL BE CHECKED BY A QUALIFI[ I 'N IN ACCORDANCE WITH THE SWPPP
IND THE SILT FENCING WHEN IT BECOMES 10-INCHES DEEP AT THE FENCE. THE FENCING WILL ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DL~IC {RLL BE MADE SEDIMENT WILL BE REMOVED FROM BEH AND REPAIRED TN JANCE WITH THE FOLLOWING;
BE REPAIRED AS NECESSARY TO MAINTAIN SUFFICIENT BARRIER. IMMEDIATELY. I. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACER IF THEY SHOW SIGNS OF UNDERMINING ~
- ARE IRED TO CONTROL EROSION. RIP-RAP WILL 22. ALl TEMPORARY EROSION CONTROL MEASURES SHALL SE REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT ALL DRAINAGE SWALES MUST BE GRASSED AND RIF RAP MUST BE REPLACED S QU OR DETERIORATION, ~ Q
HERE NOTED ON CONSTRUCTION DRAWINGS, GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE ENGINEER. W COUNTY FINAL APPROVAL IS REQUIRED, CONSIST OF 50 T012S POUND STONES PLACED AT ALL HEADWALLS, AND W 2. INSPECT SEEDED AREr~S FREQUENTLY. IF SEEDED AREAS FAIL TO GERMINATE, OR TO PROVIDE ADEQUATE GROUND ~ ~ COVERAGE, THE SEEDBER AREA SHALL BE RECONDITIONED, RE-SEEDED, AND tNATERED UNTIL FINAL STABILIZATION IS air ~
ACHIEVED. LU
ADDITIONAL EROSION CONTROL MEASURES OR SILT BARRIERS TO BE PLACED AS SHOWN ANDJOR DIRECTED BY THE PROJECT ENGINEER AND/OR LOCAL JURISDICTIONAL INSPECTOR. 3. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS BEFORE THE DE"SIGN CAPACITY IS REDUCED BY 25°k FULL. ~ ~ ~ DEWATER SEDIMENT BASINS BY PUMPING OUT WATER AND SEDIMENT AND DISPOSE OF PROPERLY AS A WASTE ~
MATERIAL OR iF THE PROPERTIES OF THE SEDIMENT APPROVED BY CHE ON•SIfE GEOTECHNICAL ENGINEER, SPREAD
WHEN ANY CONSTRUCTION BORDERS A DRAINAGE COURSE: A. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY BUILDING OR OTHER EXCAVATION SPOIL DIRT, CONSTRUCTION TRASH AND DRY SEDIMENT ON-SITE AND WORK INTO UCTURAL FILL. OUTLfT UCTURES IN THE SEDTMEN'TATION BASINS ~ Q
OR DEBRIS, ETC., FROM THE DRAINAGE AREA SHOWN HEREON TN A E DITIOUS MANNER AS CONSTRUCTION PROGRESSES. SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES, ~ ~ U+ 4. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED, SEDIMENT SHALL BE REMOVED FROM ~ ~
B. THE CON CTOR HEREBY AGREES TO STOP ALL WORK AND RESTORE THESE AREAS IMMEDIATELY UPON NOTIFICATION BY THE a LOCAt JURISDICTIONAL INSPECTOR ANDJOR PROFESSIONAL ENGINEER. @p~ @~@g~~~* _ THE SILT FENCES WHEN TT REACHES ONE THIRD OF THE HEIGHT OF THE SILT FENCE, ~ u p
~i.. i.,.~a~~'A.n ~~f i~8d 4./s~~ 5. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ~ ONTO PUBLIC RIGHTS-OF-WAY, THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS
FOR ALL CONSTRUCTION ALONG ANDfOR ACROSS WATERWAYS, BANK PROTECTION AND STABILIZATION SHALL BE REQUIRED AS PER LOCAL JURISDICTIONAL EROSION CONTROL LAWS, i CONDITIONS DEMAND.
6. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGEj. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND.
ALL TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE IN P PRIOR TO COMMENCING CONSTRUCTION RND SHALL BE AL :(CULTURE LIMESTONE: 2 TONSf ACRE (3 TONSIACRE IN CLAY SOILS) MAINTAINED IN PROPER WORKING ORDER UNTIL ALL DISTURBED AREAS ARE STABILIZED AND GROUND COVERTS ABLISHED~ FERTILIZER: 1,000 LBS/ACRE -10-SO-Ifl 4' Z' s .
CONSTRUCTION ENT CE PADS SHALL BE INSTALLED BY THE CON CTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND SUPERPHOSPHATE: 500 LBSIA - 20o/a ANALYSIS MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE TO MAINTAIN THE CONTINUED EFFECTIVENESS OF STORM WATER CONTROLS.
DISTURBANCE, MULCH: 2 TONS/ACRE -SMALL GRAINS W
AND PERMIT ON SITE WHENEVER LAND DISTURBING ANCHOR` ASPHALT EMULSION AT 300 G /A THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED LAND DISTURBANCE PLAN IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO +:OMPLY WITH THE REQUIREMENTS OF THE
ACTIVITY IS IN PROGRESS, CIF( I , STATE'S GENERAL PERMIT, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTI , IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS IMPRACTICAL, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ~ ~ ~ s
THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE APPROVED PLANS ALTERNATIVE BMPS MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE. as +
IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE A ~a qt~ t t
' N R I N CONTROL FOR ALL DRAINAGE PA RNS CREATED AT VARIOUS STAGES ~ . ~ IJ E , I ITC I f ~ ' 4 _ ~a ~ } CONTRACTORS RESPONSIBILITY TO ACCOMPLIS E OS 0 DURING CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED T4 pU,' 1
THE OWNER IMMEDIATELY. AL 3 95-NOii 1 TALL FESCUE $~p ~ ~A , ad9 t ~'J
CONTRACTOR SHALL CLEAN OUT ALL CATCH BASINS WHEN SEDIMENT ACCUMULATES TO A DEPTH OF I2 INCHES. NGV 1-MAR / TALL FESCUE ABU RYE 3Q _
nr~AR 1-APR 15 TALL FESCUE r ' ~
RLL EASEMENTS DISTURBED MUST BE DRESSED AND G SED TO CONTROL EROSION IN ACCORDANCE WITH EASEMENfi PLATS PRIOR TO
ACCEPTANCE. [ ;5-JUN 30 HULLED COMMN BERMUDAG SS 25 LBSlAG~,~ m IF +r ; SRUATION ARISES WHERE DRAINAGE CATCH BASIN :ARE G UALLY ED DUE TO AN
A TEMPORARY DIVERSION SWALE MAY BE USED IN LIEU OF SILT FENCE WHERE RUNOFF CRN BE DIRECTED TO A TEMPORARY SEDIMENT 125 LE " F ~ :LL FESCUE; 35 G o T~4~ ' ~ ~ ~ ~TORa s ON' FILL CONDI~ ~ bEnSE REF THE WAKE COUNTY CATCH BASIN jFILTER u~T' TO BE DISTRIBUTED AT THE ~ ~
TRAP OR BASIN. TALL FESCUE ~ BROVVNTOP MILLET LBPlA" °'TCP MILLET); 30 JUL 1-AUG 15 OR SORGHUM-SUDAN HYBRIDS LBSI,~e SC„ ~ .t~~vl-SUDAN P ONSTUCTION P ;t~TING. ~ * ~
dEROS10N CONTROL PERMIT SHALL BE REVISED IF THE DISTURBED LIMITS AREA IS EXCEEDED, CONSTRUCTION LIMITS SHALL NOT BE ~
EXCEEDED WITHOUT THE APPROVAL OF THE TOWN OF GARNER AND WAKE COUNTY, HYBID4 } o~-~``~'o
p ~ } a Q ~ ~ ~ a
- ~ _ F°~F~~F
SEIGEA LESPEDE7A (SG~eRIFIED) & 0
MA,~ 1-JUN 1 USE THE FOLLQVVING 50 LBSIAGRE {SERICEA LESPEDEZAj 09~
G BINAl1ONS: ~ .a Q.~
MAR 1-APR 15 ADD TALL FESCUE 120 LBSIAGRE a~
NEAR 1~lUN 30 ORA V+lEEPING LOVE GRASS 10 LBS/ACRE
AR 1 UN 30 GR ADD JULLED COMMON 25 LBSIAGRE ~ BE UDAG SS ~ ~
120 LBS/ACRE ~°`~LL FESCUE}; 35 i ~
TALL FESCUE ~ BRONTOP MILLET LBSIAGRE (EI .-JP MILLET?; 30 ~ ~
JUN 1-SEPT 1 O SORGHUM-SUDAN HYBRIDS LBSIAGRE (SOT 'UM-SUDAN ~~an
HYE3RIDS)
SERIGEA LESPEDEZA (UNHULLED- 70 LBSlACR (SERIGEA LESPEDE7A);
SEPT 1-MAR 1 UNSGARAFIED) TALL FESCUE 120 LBS1At'' €E (FALL FESCUE) v
NOV 1 R 1 ADDABRU RYE 25 LBSi'iI' a
CONSULT S8;EC ENVIRONMENTAL ENGINEERS FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES VEGETATION OF DENUDED AS. THE VE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LfXrAI CONDITIONS, OTHER SEEDING RATE w
COMBINATIONS ARE POSSIBLE. ~ ~ ~ ~ '
TEMPORARY; RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. tY'1 PLOT ALLOW TEMPORARY ~ ~ ~
COVER TO GROW MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED O1 ~ n
~ 47 CJ
~ ~ ~ ~ P,
SIGNATURE r, T® SHEET {a u"
DO NOT USE FOR TI JCTION
uu 'o- 1 FOR RM1T' Y u3 17 :D
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LIFE ~ _ .~o~ ~ URVEY TEo ~u. d~ ~ > en ao ~ ~
5 ~ - ~ 4 v ~ - ALL EXISTING EOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND SURVEY PREPARED 4~ ~1 ~ JRVEY PREPARED BY:SURVEYING SOLUTIONS, PC DATED ~ ~ ~ ~ ~ ~
. m ~ .wa - ~ ~ ~ r~ DECEMEER 5, 2047, s n o r~ a
,ab m...., ~..w . ~ ~ ,.r m-, ~ _ ~ :r rn ~n.f ~ 1'i ~ ~ ~E, ~ s ' CC ELEVATIONS EASED ON NAVD &E3 AND WERE ESTA9LISNED BY GPS O6SERVATTONS. ~ ,-a ev m ~ a ~
~i .~i`t y..I~} c ~ V i~I ;i - hIJ ~ ~ > ~r ~ ~ k ATI N TAKEN FROM 4M 2047 PG 2732 OF THE WAKE COUNTY REGISTRY.
17.,., aJ t_, f`It _ 9 ALL BOUNDARY INFORM 0 Y ISTRY. 7' ~ ~ ~ s THE UNDERGROUND UTILITIES SHOWN HAVE SEEN LOCATED FROM FIELD
t.. r__~____._._. - a~ . j SURVEY INFORMATION ~ 1" ®""STI~dG DRAWINGS. THE SURVEYOR M N{l
FAO GUA fES THAT THE UNG ;C' IUND UTILITIES COMPRISE ALL SUCH ETERMINTED BY THE DEPARTMENT OF HOUSING AND UTILITIES IN THE AREA, EITh t IN®SERVICE OR ABANDONED. THE SUR OR ~
T v THIS PROPERTY IS NOT L~ :ATED WITHIN A SPECIAU FLOOD WAZARDOU& AREA k,S DETERMINTED 4Y TM 1~ URE~AN D LOPMENT, . FURTHER DOES NOT WARRni•+T THAT THE UNDERGROUND UTILITIES SHOWN
54 p ; 5 ti r, t~ ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES ~ CERTIFY THAT THEY ARE LOG~TED AS ACCURATELY AS POSSIBLE FROM ~ ~ ~
i ~ o INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY IQCATED ~ ~ ~ ~
THE UNDERGROUND UTILITIES. ~ ~ ~ ~ ~ ~ ~ ~ r
{ ~,h~~x t rv e 6~J
~ ~ ~
~ ~ ~ ~ c~
B a ~ ~ ~ ~ ~ a~
CURVE TABLE u Ulu u (L
SIGNATURE SHEET
994.93' 539,35' 31003'36" 532.77 S80°40'03"1N PRELIMINARY bu.
924.93' 113,20' 7000'44" 113,13` N7°30'43"E 924.93` 145.09' Be59'I6" 144,94' N85°30'43"E DO NOT USE FOR CONSTRUCTION uj
EC4 IUS ARC DELTA CHORD CHORD BEARING FOR PERMITTING ONLY
CITY OF RALEIGH PUBLIC UTILITIES Q°

~i
L©f~l+ft~ C. A~J~L~ ~~rj~t ~Rp! J. ?~C;C7tF N
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,w~ r.
s j, ~ ~ ~ END CONCRETE SIDEWALK
-c~- ~ ~ J ~ AT PROPERTY LINE
! n'"""`^~ END ROAD ,w.~.~ ~ , _ .n_.........._,,.,_ ~20FT PUBLIC ~ ~ ~ ~JV~
s ~ ~ SANITARY SEWER ! ~ J j ~ U
EASEMENT ~ 1 I Z
PROPOSED 5FT CONCRETE SIDEWALK k"' ~ END CURB !
~ ~ r `o ~ ~ / / AND GUTTER SIDEWALK E ~ ~ ~ ~ ~
yy Y' ` ~ ACCESSIBLE m + ~ ! J J ~ t ~ 0
,o:a` Vic,. ~~+'~l'^d'? ~ ! t ~ RAMP(TYP) H ~ M INCRETE ~ a ~ ° ~ r d ~ ~ ~
CONCRETE +y 3 ~ PAD PAD ~ ' r c ~ UN'1 J 1 3 1t j /rh~~
} W ' ~ f ~l'~.,. S ~ f f
j .ty ~ ~ . ~ . ~ ;fir^` ~ ACCESSIBLE RAMP ~ m V
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4 ~ 4-- 0~~5~~ v~r15~3 ~ ~ ~ f ~ ~
. END ROAD , 1 ~ ~ ~ ~ ' , ? 9' " 10FT CURB TRANSITION ~ ~j ~ ~ ~ 3 ` ~ TYP. EACH SIDE LW ~ W ~
ray w~ r r r ~ ~ r,.Lk ~ t STOP SIGN ~ n Q
~ 4 PUBLIC SANITARY ~ j > ~ ! AND STOP BAR MAC
,,ti 25FT BUF `i SEWER EASEMENT 6, CON ~ ~ r' t J Z o
~ `~„f (ZOFT RADIUS TYP) ~ „ ~ SIDEWALK 3 " ~ J MATCH EXISTING W M
5' CONCRETE ! ~ ~ ~ ~ ( CURB AND GUTTER ~ SIDEWALK ~ , I ~
i.~. • o ACCESSIBLE ~ PARKING ! ~ , ~ ~ ~ ~
& RAMPS ' J.s~,` ! ~ s ~ c F' a ~ ~ cu
~ ~ ~ ® DUMPSTERs ~ ~ ~ ~
~ / . ® WITH BRICK ~ ~ ~ / ENCLOSURE ~J 1
~ ' ^~"`ti ~ I 6'CONCRETE ~ ~ SIDEWALK AT ~ f f+ j
~ r PROPOSED / `-r~;,~ F"-"` ~ TREELIKE ~ PARKING ~ ~ !
~ r ~ ~ a SIDI 5' CONCRETE ~ ' i ~ ii ~ ! ~ ~ ! ~ P SIDEWALK ~ J ~ ~ ~ ~
~ r• / f '
5' ~ ~ ~ 1 ~ ~ ~ I ~~'s~~~r~~~~r~
. uy, ~ , ~ ~ FENCE GATE k~ '"18' 28'•..,24, ~ ~ 3C%l EA,~F(~E~VI' W
f . p~ ~ ~ 'r
,y-"°~. WETLAND ~ ~ STORM WATER \ ~ ~ MANAGEMENT AREA \ ~ ~ ~ ' i2 ~ ( $ $p~ S ~'~'w, iJl~i ;~51~3 rt.3 `~57 ~4 d f' ACS RAMP ''':4~Y~- 6 1 S
`~'~i BOUNDARY ~ ``t } k ACCE. ~
e.o
ft.~ ,mot ~ , k k ~ RIVER BUFFER
L~z~ . `~~p, ° d /VY'1 FROM TOP OF BAN
Y , h ~ ~ s ~ J ~ I.C~ 5. kJk4~o LS F
~ I ~p~ ''',w., ~ + 5' CONCRE l'E ~g r ~ 1 ~ ~.t1i" I
~ ` ~ i SIDEWALK ~ ~ ~ ~ i ~ ~ ( ~ I ! ~xEf~t~t :~~rt~titYlS.(~ P1' wCR
w. `ti. ~ x J S I L('~ki~l'E ,~~~C3LF' ,~n~ ~~fa <rACdOI 7,
• v at'.~ y tC~1I.} ~ i PARKIN , rte. ~ ~ ACCESSIBLE i2 ~ ~ PARKING & RAMPS P~ d ~ ~ t ~ r~1Clt ~ ~ Q
~ F ~ P d AC U
6 CONCRETE + ! ! r1 ~ SIOEWAUC AT ti ' ~ ~ , ~ ~ Arr
~ I PARIQNG ~ ~ ~~~,t; ~ ~ N O W s y`, ~ ~ ~ 7 ! _~qq~
' FENCE (j ! ~ AC
. ° 20FT PUBLIC P ,~1 ~ j ~ ~ j~
ate'" ~ ~ ~ti~'. ~ ~ ~°t , s ° t , , ~ y, ~ SANITARY SEWER . ~ . ' , "`c~F , l q~~_r° EASEMENT a ! ~
1 m.,...... , } , ~ 111
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~ ~ ~ / ~ I
END CURB ~ ` is ! f Y PROPOSED 5FT CONCRETE SIDEWALK AND GUTTER ~ J ~ r~
oN \ J ~ / ~ e nom' ` ~ p/~' . 1`"-'' 20F78UFFER J 1 ! ®®~saea~aa~oaaooo
END CURB 25Ff PROPOSED 70FT 1 f 1 c~R® oo®A0®
-u--... ~ AND GUTTER UTILITY FgSEME T ~ ®~,~~/®~@,~~,»
Gr~w'~i ate, if4 itQ~d , n~ A., , ..."7 A
• • ~ e e • • • • ~ • • 'tee.. • + ~ ~\`y ~ w+.r'• l,~_ ~e.w i~^w.amf~ ~9h e...-.-....«t~b....~....,.. ~a`^+..+. n....yf..
• • • • a ? ? • ? • • ~ mw=.r Wl"°'.,,r~. ! ~ ~ I~' ~ ,.'H" ..e......aw .....,.waww PPP ~ riY II, w.+M°rv ..,.,.,n.w..~,a.+~°...«."....^......'u.'..'^ sw,gy~. xacrmmxsw "~`°'.^ww ae„ otJ+~... I DIY 3 f P / °4 ~
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[3f( Qa
7 ~ ~ ~ ~ , ~ _ ~ u~
0 .,tQ~P~( ~ ~ RiV PUBLTCi~fILIIY ~ ~ ~ ~ ~ ~
fi ~ ~ +A, FIE EASEME(~T (25Ff F~,tOM ~`bv ~ ~ ' e a ~ iz' wAT~r~O~FN?Xt~TING 4UF~lil GU~~E~~R ~ ~ ~
~ ~ YyA LIC Rl ~ h, ~ °'T ~ VARIABLE PUB 0
ri 1947, ~ . ~ TRAIL . , ~ ~
~ ',,,mow- t ~ ~ ~
v
t # i t ~ ai ~ c'~ O ~T~' E ~ ~ ~j O! Aa 3 yy x.a 8 RI
j ( ~ ° E F-,5 H H ro EAR
x,~v . 'z~Ra~ r-~ ~ PUBLIC UTILITY GENERAL SITE NOTES: C4 EASEMENT (15FT FROM ! 1 ~ ~ . d ~g
w„~~"" ~ CENTERLINE OF E%I5TING M~~.~ ~ REFER TOSHEET C-1 FOR SITE DEVELOPMENT DATA SUMMARY. ( ! I m
12 WATER MAIN) ~ o ~ ! f~ ~ ~ ~ ~ ~ ~
REFER TOSHEET C-2 AND C3 FOR SITE DEVELOPMENT NOTES, IAA ~ r' r ~ ~ 0 9"~
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT MAYBE REQUIRED. H
~ ~ N M ~ z ~~aP. ~»'""a
THE CONTRACTOR MALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET, TRANSITION, ~ ~ _ _ _„N~~_ -~~--W~- ' Fi1TING, ETC, THAT MAYBE REQUIRED FOR A COMPLETE AND WORKING SYSTEM, ~t^r
R(W
THE ENGINEER AND~OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PIANS,
1~ CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO GRAPHIC SCA CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL J ~ ~ W~ ~ '-e
50 0 26 SO tU0 ~ LETTER TO THE OWNER. N S
IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH tV O
DEPARTURES AND REASONS THEREOF SHALE BE SUBMITTED TO THE ENGINEER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT A
~ ~ DOCUMENTS SHALL BE MADE WITHOUT THE WRTf TEN PERMISSION OF THE OWNER, .off U
1 inch = 54 1t. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY
~.ma urn ceen~ nvr_et nn ure u~nnv f~C6R#G• CllAl I ne neearn~en ennnn Tue nentie!`T eTre nni n nan v eAMC ei ~ r m C Z
nuvI n3z) crtrw r ccJ Wm niJ vvvnn. nu uconiJ JI MLL vc rccrwvcv rnvrl I nc rnwck, I Jl 14 W" m -I N NLJ CURVE TABLE no°uaa ~
CURVE RADIUS ARC DELTA CHORD CHORD BEARING TREE PROTECTION FENCING MUST BE INSTALLED AND INSPECTED BY THE TOWN OF GARNER PLANNING STAFF PRIOR TO GRADING AND 0
C2 994.93' 539.35' 3100316' 532.77' S80040'03"W ISSUANCE OF A BUILDING PERMIT, SIGNATURE SHE J
Ci 924.93' 113.20' 7°00'44° 113.13' N77030'43"E RELIT R U-
C4 924.93' 145.09' 8059"16" 144,94' N85030'43"E MOM- DO NOT USE fOR CONSTRUCTION FOR PERMITTING ONLY d'
CITY OF RALEIGH PUBLIC UTILT TES

~ ~ ~ W N
CiP ~~57Q ~ ~~2~~ r, ~ ~ j?, ~
P d ~ s ~ ~ ! ~ ~ E9C ; ~"l, ~ ~ 6 MIN. FREEBOARD ~
J ( IP~~. I; , H EROSION CONTROL ~ : ~ # ~ .MAT SHALL ~ NORT+I ~ " C)
z ~ 1 ~ "t ~ ~ ~ ! ~ ~ P ~ $ f AMERICAN GREEN H.%;~ ~ ~k ~U
1 ~ ~ J t , 1----- B -~----~I C-350 OR APPROVED ~ ~C ~
~ I i ~ ~ ~ ~ (zi• EQUAL. ~ U (O
',~w;.; ~
I z ~ ~ ~ ~ ~ , ~ t ~ ) i t ~ 1 ~ ~ I~~ ~ r= a o ~ FLOW LONG. } ~ 1~ ~ ~ ~ ~ 1) ~~~~.w._,,...y' ,....~.CJHGc...^°W.~......... w.. ..m, ~,~.w.».....,...., o S$ CHANNEL LINING p , k~''~ Y''. M.. O)
~ 1~kr~ } ~ ~ ~ k DTfCH 0(25) SLOPE(/o) H B W z ~ ~
~ ~ ~ ~ ~J""h ~ OUTPACE 8.65CF9 14;34 2.0' 2.0' 14,0' 3:1 NAG-C35p ~ z
FTW I ) ~ ~ f ~ ~ 589°40'38'+ 1079,.4' ~ / , r s ~ ~ l ) ~ r(~ e ~ ~ 9i ~ f C,
~ ` 1~ KING ARTHUR TRAIL ~ Q ° ~ C°~a. ~
~ ~
~ ~ ! J ~ '.w+' ~ £ X I 1 ~ 4 f ,w. wF ,r .r' -R w« ,.w w.~++ \ { I O Y ' { ~ ~ ~ s ~..w._
1 ~ ~ ~tl t w,.b F" ~ ~ 30 ~ q
,,r ~ !p f ~ ~S ~ s m, ,•r'`{ ~ ~ , ~ ~ ~ 6 ~ ~ ~ GRADIN irRADIN~ # r ' ~ i` ~ REFERTOEROSIONCONTROL U
E° .a< / l ~ •"'v f 1 • S d r„ ° HW ~ ~ 1 IIMIT8 w -t ) Y F J PLAN FOR RIP•RAPAPRON Z ,l / j ~ !
' r ATPIPEOUTFAll F" ~ ~ / }f ! k _ J ' ~
MATCH EXI5TIN0 ~ ~ b„ 2 ~ Q
+ CURBIPAVEMENT ~ O Q ~ ~ I ELEVATIONS b ,
~ ~ ,
~ N r
~r' f f ~ ( i ~ .r •'fr~ t, e~'' r ~ .F'` t t ~ 1 I
g 4 ~ "t'`._.r °`ti r` TREF,~OTECTI ~ E M ( 1 i 'a, , ,,.r s` FENCE ~ I g d~ C&14 ~ ~ } f ~ ~ ~ , ~ ;tip ~ ~ ~ O ~ m t"f ri
i ~i ~ ~ ( r° ~f r ; 1 ~ ~ ° ~ l0
P yy ~ ~ 1.~,,, ,r m~ w .1,. ~ • 1 ff yam" fi J to f
b`', r" r / ? %',..rr.,.' ~STINGf GI• j i i "t ~ ~p•,,~ ~ ..r 1 d' r'd.•° •d, ,w,• t> 1NETLAdD ~ f ~ ! l i' ~ J u n ~ H ~
( ~ ~ 1 2 -5 LLI ~ LU p1.
p ~ & yip'. ~ 1 ^,~'~.1 C (~.~j{ ~~y
q } ` `'2 '``r r ..s/ . q":"•.,,... E" 50FT . USE ' ~ 3 J `y ""a t ,,r v" ~°r' ~ •„,M«a°"' ~ j' RI, RSUFFE~? .'f ~ ~ 4 t d f~' 7 I I VO V/ V J "f 9 ' ~ ~ " J'~' t ~~t~n • W M
u
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~ y ~,~?"C~., / r'"CLASS B I'~RAP a` ~~rp F'" 1 An~ . r' A P "`r / ,F~~IREBAY WITS ~J / ,r f a ® REFER 70 PLAN FOR
"w wti ``"a` "[:ILTERFABRIC r"d 1, ~ ,f.'` sV" ~ ~J ~ ~ ? RIP-RAP ON EXISTING ~ O + ~ ~ 1 ~ ` ~ ~~..4~ STREAM BANK 0t I "
~ ! ~ ~ ? 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION ~
~ ~ ~ OF iTME, I~RTILIZER, AND SEED. # f ~ ~
' #?r;°' n ~ r°' d TOP OF ~S aF ,r 1 ,i ~ J I 2. BEGIN AT THE TOP OF THE CHANNEL 8Y ANCHORING THE BLANKET IN A b" (15cBt) DEEP X
ti ~ f f .0 GRADING ~ F` 1 b.,h,, , a., 6 ~,.J,~ ~N ,I ~ ~ r' MITS f j 31 S} / ~ M of ~ I ~ ~ ~ b" {i5cm) WIDE TRENCH WITH APPROXIMATELY 12" {3flcm) OF BLANKET EXTENDED M / ~ 1 ; ~ ~ BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE ~.ANKET WITH A ROW OF
caa ) 1 ~ . ~ ~ BA(~FILL THE 7RENCH0AFTER STAPLING3 APPI~S'EED TO SOIL~F~VD FOLD~REMAINING 12" ® Z
w.~ b. • ~ ~ J J f 9~ / ~ 312.5(GR~ P I 1 J rf, , ~ ~ 1 r 4k4'~SER w, M~ / .f J ~ ( /
/ 1'° ~ ! I ! (30cm) PORTION OF BLANKET BACTC OVER SEED AND SOIL. 5ENRE BLANKET OVER 501E ~ ~ ( WITH A ROW OF STAPLESJSTAKES SPACED APPROXIMATELY 12" (30an}ACROSS THE WIDTH d.
~ t ~ o FFE 313. # ~ d ~q~ J ~ ~ ww ~ e 4~ OpTLET ~ ~ r°- o~,,, ` 'f ,0 / ~ ~ ~ OF THE BLANKET. ~ W
Gaa , ' ~ ~ ~~?-?T'~FR~~' 3. ROLL CENTER BLANKET IN DIRECTION OF WATEit FLOW IN BOTTOM OF CHANNEL. ~
w `'w, -297.3 t 6 I ~ CIF?-I FA-~FMv ?4`7 BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST TWE SOIL SURFACE. ALL k-1 +Q
. ``"w,, a`"''. LE IrSP E yy ~ 7 J ~ r to ~ / J ~ ) ~ I ~ ~ t ~ ~Q 4~~~x ~ a53 BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESJSTAKES D ' ~ # sr I ' ~B `?6~?~ ~G IN APPROPRIATE LOCATIONS LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. E"~
~ , i ~ `"""c.-..... w„.„..,,. REFER TO EROSION GOpp88 • ~ g ~ ~ I / ~ { ~ ; ~ ~ WHEN USING THE I~(1T SYSTEM, STAPLESJ5TAKES SHOULD BE PLACED THROUGH EACH OF
O '4 PLAN FOR RIP• AP is ~ 8 f „-,E' .m,~~°° r } , ""'"""»^A'F~II~E ou,~FAL ' ° ' a~ I ,l / , ~ ~ ~ ' ~ THE COLORS DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
.,C . ~`.w w,, "w ,~"J r ~ t ~ ` ~ 312,5 ~ /
~ w, 8"CLASS 8 RIP-RAP d"~ J~~ '~G •S3 ( ~ ~ „ OVEC ICON ? . • F^`° J, 1 a f,~y2 'Tf~LEA95 1 ~J c l . ~ ~ 4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH. A 4"-b" 1I ~ (14cm-15cm) OVERLAP. USE A DOUBlf ROW OF STAPLES STAGGERED 4" (lOcm) APART
y~"`", ,~~~'(p y, f!<.„.,, »,~."`"z.w. fin., ~i~EAM BANK. DO f~'I°'` ",3~ 1 / ~ 'r' 2.9(TS} "ph C8,9 r "•,,,ces Y ,t~al~` ti- ~ "~(SI~RB FJCISTING,,,,> M'°'.~ r rp ~ ~ / / ,5(T~} ~M,~ r ~ ~ M,. G~; ` ~ STREAM cTi'AroNE~ , ' • $ ) ` l ~ / ~ ~ ~ w" ~ ce~s~ r l,J~~ j ( ~ AND 4" (lOcm) ON CI=NTER TO SECURE BLANKETS.
~ ~ ~4 ^'w ~ ,,,,-„r ~ d~ J~ ~ dd ~ 11.6 P / / ~q t + ~ ~ ~,C)T 5"'f4~[~~?k>f LS 5. FULL LENGTH E[lGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ~
~ Gc„ , •i w 7. J ~ ~ / 4"t ."312,8(TP) )d 1 ROW OF STAPLESJSTAKES APPROXIMATELY 12" (30cm) APART IN A 6" (15cm) DEEP X b" ' } ~ ~ ? ( r ~ bf;9 .~tJt~7J FC ~1s2 (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING, ~
4 ~ w , `bx„„ ~ ~`"4E7, ~ ly,,. J` ) / GRADI~NG*,.a, r,r M E) ~ CA`ENf~'T 5ti73~JttiT~.t(7f~ P.GA7" z''C~~
I I k C~NeJ.?~' C.'~~Jt,~ any` c~r~~ ~.r~e`~~'rt. J, 6. AD.IACENT BLANKETS MUST ~ OUERLAPPED PROXIMATELY 2"-S° QC 1 ti~ t I a # l~CJ~3k,1` (5cm-12.Scm)(DEPENDING ON BLANKET SIZE) AND STAPLED. = Q
t ~ » ~ (TY€'IC ,L) R T e ? ~ f I ~ 311. P ) ~ f by 5'•1 RCP ) ~ ~ 2:1 SLOPE WITH U
~ ep,~ f DETA{I. f ~ I ! 3 to ! f ) `h,y H ~ / 1r t f Hl$`S E f ~ J 3 ; 1 ? ~ ~ ~ ~ EROSION CONTROL IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30' a ~ ~ ~ 1} ~ FABRIC TO 44' {9M-12M) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (lOcm) ra r„I Z
. r t'~ P f t ~ ' ~ b ~ i r . ~ ~ r ~ ~ 5'x5'~ISE ^w
s R f r F S , E ~ `7 RISER CRE T - 3.5 ~ ,f ,r 2"~ (TP) 3 r ~ , r APART AND 4" (lOcm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. ~ W 0
t ~ ' ~ f ~ ~ . '3,,4 . ~ "``z ""a,s/,~c;,, ~ J ~ f ~ DIV. T 295. / ? / 1 ! ~ ~ ~N THE TERMINAL END OF BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLESJSTAKES ~ Q~Z„ ~ • ~ k ~ ~~W APPROXIMATELY 12" (30an) APART IN A b" (15crn) DEEP X b" (15cm) WIDE TRENCH. ~ ~ ~
• • ~n " h^'...r"~ ap s 1 f ~ 3 r ~ 1 w, v ~ o~ T,~iEE P OTE(~I r ! ~ ~ (1 ~ . r ~ BACKFII.L AND COMPACT THE TRENCH AFTER STAPLING. W ~ ~
~ ' \ • N.~-~ %"°~,,f ~ ) ~ p f ~FENC iTYP) f s STORM WA7f'R f ~ ~ • ~ P" ~ ! ~ f fl ~ 7 F to .r«""m ~ , , ° ~ ~ f ~ MANAGEMENT POND ) r ` 1 . ~ tit ~ } ( (y
r'' ~ ~ ~ ~ ~ , ~ ~ ~ I REFER TOSHEET G-13 q M `"~•«..M, „ ~ a» . } ~ T 1 d ~ 1 F C ~ FOR DETAILS) s~ 1 ` i A W
q s'` • ~ ti T ~ ~ ,9 ~ ~ ~yit"',,p ~ ~ j'w„~ GF~ADI 1~ wl ~ f •d.,,.. f, .r ® 1F ACV ~ ~ I } ~ B
~ ,,.,~..w^.~, • ii t eel ~ ! ~ ~ LI iTS / ' f f 0 1,,,. f ` I
. ° . i i a° ~ P"`• J ~.i , ' l I c•,, 11 ~ ~ ; ! ~ w ~ r~ c~ncA~ ~oINTs
et•": ' : Y 2 F ~ 6 ~ ~ ~ ~ ~e ~ ~ \ ~~„"`J . f."' .r ,513 ~ , I ~ ~ ~ • A) OVERLAPS AND SEAMS i j ~ B)PRO]ECTEDWATERLINE 1~111,s1r»aa®
y~ . ~ . .~,.l,.~,. p` ) p ~ ~ ~ ~ p I ~ yam. ) .A ~ , et 1 ~ ~ C) CHANNELBOTTOM/SIDE SLOPE VERTICES ®®a®®°,~~ °fs®o'
• . y • • f p 3 ~i^~` + ' ~g~am®®o~ge ode
. . ~ . . . . . ~ f / 1 ~ I J~ € I ~ py { 3 a 5:~,~t~F?~r;~rr~a~u _ 1~°' s.'Rna ~~,h ~,%yy ~ NOTE: ' ~~~~~~.~SJa~°~~
'f~ p' w~""" E rd E 8 p d ,,•g j d 8 i S. " ~ o3ra ~ ® ® . `t S a° 0}.U ~3 Ag. ~ * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF ~ 2 4 4 3 4
,m»-.; -,a-.^." .e' • • ' r' 1' y"' THE P~ROTE 14N ~ 1~ t ~ ~t I a i`^p~ ~4.... i, ' } .-"1y,~""""~-•^- °--Y-....°^-• -.^-~.M„°-•~.,,.,,,,w„„, ~ "'-^f;,,,,,..,. 3~?r~°° m"°°~`~ < r i" ~ FENC P) ~ ~ C~ ' bu»a. r ~m (=t~ L ~ ' . 1. t~ ,?F~~~ Y f P na ~ ~ {f ~ d i ,ea'*.. ~ --,,,~a~•,M ,~,Q~, ~1 ~ .q ~ ~ NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ;~a9 ~ • o®
a • • ~ ~ ~~`r'""• m" f ~ A ~ t ~1 t ~ / ~ °'w. 4r^""M~"~....~M "'h.. y~4~ ..:1 ..,'p~.° .v~ ~ ALONG THE CHANNEL SURFACE. ~ °°°qC~~~' (
a • ! ~ t° ,f~ ~ t` ~ f I ~ ~ p* y :'~.v. ~ ~ 'My -»^~.~.w w .".,"„~,*,we,,,,'*~.~ww,.p~ , f ~ a, °~T ~ ~ ~ ~IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE ®°~eod~~`"~'~°m~m4 00
s~"j A+ ~ /~r^' .Y'~ ~ ~ 1~ 'F 1' 1~ ' fj e `"''l `,fir`' ~ `°ti ~,.o- ":".....~"`L<. :Y-~.", , jc 4~ LENGTHS GREATER THAN b" (15cm) MAY ~ NECESSARY TO << ee a
~ ~ r° 1 TI~?FF t` PROPERLY ANCHOR THE BLANKETS. ,
~ r rp I ~ ~ ~ i r ~ ~ ~ f j / ~ ~.M.. GRASS CHANNEL ~ ~ ~ , p ~ ~ NOT TO SCALE ~ ~ ~
1 f r N' NF .W It { 4x` l ~ ~Yr n..
w ~ ~ ~ 12 i~ G g03 , r ? ~ ~ ~ ~ ~ ~ ~ ~ ~p,,~- ~ @M 1997, P _ ~ ° , ~ ~ ~
~ ~ ~ ~ ,y, E ~7 ~ oar ~E
J ~ {t~41 I AF, ~!$3,~J ,gyp qq 1~~, ~ - ~ _ ti. 11~ ; ~ ~ ~ u ~ ~ ~Cp ~ ~~p
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~ ~ rn D ~ ~ Vl 5
d` E`"~~ I r;~C+l ~ cs^" .v ~U,,, 2~O.1,S zN'/,
. i 1. ~ 4 ~ c IrV(S)=231.t~ ZNV. , - ~ ~ A ~ GRADING NOTE :.,.Y'om'' rb
y ~.p- ~ , y. -;'~'"(t"~~~ p~~ •f , CONTRACTOR TO COMACT THE TOWN OF GARNER PLANNING k'' g~c ~ ~1 ~ ~ ~
k ~ 43 ~ V 1 DRAINAGE SUMMARY. DEPARTMENT FOR TREE PROTECTION FENCING INSPECTION PRIOR 1 ;
~,r rx TO GRADING r' ' ` STRUCTURE # RIM INV, IN iNU.OUT PIPE TO STRUCTURE f:. ~ I ~ ~ ~a~ a~
. ~ ^ , ~ :~""w ~F~1Mw«yfi4,b~4 ~a"~~• CB•14 314:80 310.05 12b' -15" RCP fQ15,91% GI-6 ~ # ~ ~ ~ N
"t'. Iii(,"#)-r~.7f,~,~{:5`"i#1Fi ~7If~?.T~1~~-' GL13 310.50 305,85 80' -15" RCP @ 2,00% CB-9 ?'~11 "£;'~~7r,.1F I~t' ~ ~ 306.25 68' • 15" RCP ~ 0.51% CB-il ~ ~ ~ ~ ~ ~ GI.12 308,50 ~ ~ J ~ ~ GRADING WAGE N®TES: ~ ~ h n ~
IN ~}M.~2~', i~ CB•11 309,80 305,90 305.45 58 -18 RCP ~ 0 LEGEND. ~,a ei N M eP Z ~
CB-10 309.50 305,05 304,85 115' • 18" RCP @ 0,52% CB-9 r . C&9 309,50 304.25 303J5 40' - 24" RCP @ 0.50°!o Gt-8 HW...........HEADWpJ.t REFER TO SHEET' C-2 AND C-3 FOR GRADING, DRAINAGE AND ~ ~D EROSION CONTROL NOTES,
GI.B 309.30 30$,55 303,30 40' - 24" RCP @ 0.75% CB-7 _ , ~ _
CB-7 309,50 303.00 302,70 130' - 24" RCP @ 0,54% GI-6 TC,,.,.,....,TOP OFCURB GI.6 309,00 302,00(7) 30L80 58' - Z4" RCP @ 0,52°Jo CB•5 REFER TOSHEET C-13 FOR STORM WATER MANAGEMENT POND DETAILS AND MAINTENANCE REQUIREMENTS.
302,60(14) GT,.....,.,..GUTTERFZOW LINE
CB-5 307.10 301,30 4 300.80 56' - 24" RCP @ O31Mn GI-2 TP,.,..,,....TOP OF PAVEMENT STORM U1IATER BMP NOTE. O ALL ON SITE DRAINAGE SYSTEMS TO BE PRIVATELY OPERATED AND ~ ~ MAINTAINED. J J ~
GRAPHIC SCALE 301.50) f ~ "'I a. o TW,.,,,,,.,,TOP OF WALL C@-4 306,20 301,83 30133 82' -18 RCP @ 0.52 /a C@-5 AT THE CONCLUSION OF THE PROJECT ALL @MP'S INSTALLED ~
I 50 0 ~ ~ 1~ ~ HW-3 302.00 34' -1$" RCP @ 0.50°/a CB•4 BW.,.,.,,,.,BOTTOM OFWALL ON-5ITE MUST @E CERTIFIED BY A DESIGN PROFESSIONAL AND CONTRACTOR SHALL INSURE A MINIMUM OF 1' OF COVER OVER ~ ~ ~ ~ ta7 PIPES ENTERING STORM WATER POND. N p '
GI.2 306,30 300,40 300,40 155' • 24" RCP @ 0,71% FES-1 THE TOWN OF GARNER ENGINEERING DEPARTMENT MU5T RECEIVE f CB,...,...,.,,CATCH @ASiN i FES-1 299,30 ALL A5-@UItT RECORD DRAWINGS PRIOR TO RECEIVING THE ~ ~
CERTIFICATE OF OCCUPANCY GL.,.,.,...,.GRATE INLET ~ CONSTRUCTION OF STORM SEWER SYSTEM SHALL COMPLY WITH ~ a TOWN OF GARNER STANDARD SPECIFICATIONS. ~ ~ n ~ r; ~
Ild FEET FES,.,.,....,fLAREDELAD SECTION I'; ~ ~ ~ it U
1 inch = 50 f~. YL.,.,...,.,.YARDILALET ~ ~
~~:c ~ Q III, ~ Z
{ CURVE TABLE GD.......... GROUND ??U?c.
CURVE RADIUS ARC DELTA CHORD CHORD BEARING .FLOW DIRECTION ARROW
C2 994.93' 539.35' 31°03'36" 532.77' S80°40'03"W SIGNATURE SHEET w
C3 924.93' 113.20' 7°00'44" 113.13' N77°30'43"E PRELIMINARY U... DO NOT USE FOR CONSTRUCTION W
C4 924.93' 145.09' 8°59'16" 144.94' N85°30'43"E FOR PERMITTING ONLY
CITY OF RALEIGH PUBLIC UTILITIES

i„C1.+~~~lac C, ~t?t3E tend r. N
CdP~Ji. 7. #'~t~t.~ f {
~U S~~e~l P ~ ~a~3 t7z~f ;?0!10, ia~" 7F~rx / r f {
{ 0 8 ~ ~ i ~ O
~ 1
d
_..,t . ~ ~ r
r ~ ~ ? ,,d d`' f ~ i}LT FENCE ~ { ~ ~ ~ q ~ ~ ` ~''~3f7f~- ~ + ~ ~ ~ r p Ca
~ r~ ~ ~ ~ / I ~ ~ 'A HORSESHOEINLETPRdTECTfQN { / r' ~ / ~
~ ~ # ~ s ~
~m .o.....L~.. m. m .ems
~ 1 ~ ~ s - ~ ~
I~ p f ~ ! t ~ ! /
LODIgAND4RAVV~~L ~ EMPORARY ~ ~ { ~ B _ a"+.~Il~ ' INLETF4R07ECTIO1dON ~ILTFEN E ~a 1} ~ ~ ~ ~
CURB I~tlLETS jTYP~ i ~ ~ ~ ~ ~ V `~l1,cn o c RANG ~ { ~ {
? r j ~ e'""., f ° ~ t ~ r,y.'°' gyp,, ` ~ ~ ~ ~ ~ ~ ~y.. ~ ~ ° ~ ~ ~ ~ LIMIT ~ ~ ~ H
~ ~ ~
~ ~ ~ ! r~'"` . . , ~ a~i; ~ ~ ~i t ~ ~ ~ - { ONSTRUCTION J 1t,1 ~ a { ~ ~ ENTRANCE ~
f f ~ , ~ ~ ,p,_,,~ ~ r ~ ! ' PO t ,am,;y;, ,tj { H
E ! { r' ~ , DI cN ~
!a 3 ; -h•''R y'• .,,n r' ,r°r v' ,,v` « .,Yan.'° . k., ~qq f ~ ,
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! art d~ _ t i C7 ® . ~o J
C3!l6Si),61<,.5.3 ~ ~ ,a°" ~ .r• f ,,,r'' --•„7,9~ ~ .^r ~j 5P~ 2131);,', Pl3 ~J ~ ~ ~ ~ ~,5 'i S`" a s ,~°`..,,.0 d' ' '~r / ~
~ c ~ }w `.a" r / s p. , ~ .r""".,., f ~F<~DING ~ 5 f t. d v` ar ~j~" „1 f LIMfT~,.
5 ,r v'" ~ a ' _ ~ P°1 4
d 7 ~ ,f' rr v / 3 ` r. ~ . e,., ,'d' r/ f gyp` ,A` ~',ar ,~l ~ ~ H !Z
r ! ~ ~ y„ ~ ~
~ " "^^•.^.,r^ / r" t r .,~°•"~,c. (VERSION v,'°~ ? t I ~ ~ ; f"^ ,r •.E ~ f/ ,r°'`" f~ ~ r^ y DITCI+i° / '`a. of .r ..f ~ ~ t! ~ ~ W M
I v s ~ _ Y~ n
Y ` ,y ~"i,, °w ~ ~`1. ` ~ ,a ,r e ~r~ ~J,ai~? . / r? , r~'` ° o~" , yr' ~ ~ J / . ~ ~ ~ / TM°., ~ ~ cry ~ ~df 7 '.0 s f { 1 ~ Q~? r
~ ~ "ti 4 . ? '•e~ ,lf ~ ~ . • /.v,... ~ a d~s~ w,dA AF ,rte s~~ `y ~+~n
w; 4. "'`b ~ / _ ~ ` ,J~ • ~ r'' / SI FENCE f ~ r° ,r' V ~ ~ ~ it~y f ~ w f (j{ ~ fd ,+j ~ f~ i U
s..«. y} '^n.,,,w ,r•"'~ 1 YP er' ® l ~ •~.+o `r ~ .0'~ /p' r' J'd"' ,a~ O' 'S , ~ i y err A , ~
°°'a, ti.. ° 4 ' ~ ~ " sr t > f . f . L . ? pt 'r '0r / ~y d w„ ~,,,,"ryy`,'re roa 4 ,r° ~ ~vz~+. • ~ f J~.~^WeP~` / f ~ A" J ,r f u° V M. ' p? ^ w•` ,.e« to '+r. 'ice q ~ p f ,,'~~'^¢,'~n ~ ~ ~ f'yr S ff ~ ~ F ! pd f ~ ~r: P` F I . y d ~ LIMRADING ~ p ~ `Tat f "yC.`^,,..'" ~ r ) ~
• -u ~ 'w. "'e, ~ ~,r ( ~ I f RIP ON ' f'r b ~ ~ RIP•f~AP FORAY `"•~,,r , 1 j°9 . ,~Ai~ ~erd•~, ~ REFERT TORM ATER f r ? "°iP ~ ~ y ~ t ~
~FartW, 9'S ~ ~ > ,~/f` f r ~ r t 3:.Z;~,GR}~ ~ ^ ~ MANAGEMENT ETAIL ~ f r' ~ t r' rv ~ ,rn ^,,r?, , ti. ~ ""^•`^W ^w ~ ~ ~ ~ 9' q l J ! .r 9 T PO RY k ~~y ~ , + ' ~ Iy~
"w, f.~~t r ",fie .'1'r~1, `'""r^. M« ` "'w, ~ tia e ~ d v S .r " ' ~ i ~ ° ,Jqr ',>p3, fiY,r ~ RIP-RAP RON f ~ ~ a MPGRARY j' G "^w. , , d . ~ I d 5~,,,eFENCE 6'
~`w`k, "S"~f'e, w, R.,~ . '^w,~ ,y^,, ",r ~K r,{ 1... 9~r~. ~y ~,b ~,w? r _
`"e,. " 1 h" w'` f d~ F t ° ~ I ~ ~ ~ ~ ~7 1 `mom' 3 ,yM~, ~ + ~ P 31t),3(1'P) ~ ~ t { ~)S~~i'$.1rtsS•53
''U,c ~ ~ ° ' .@(P•RAP • REF rj ' • I l f j ~ „ r'' daP° 4 r''"""" ~ w,,4 "ti„ ^`'ro" TO GRADlt1f"P1.AN ~ ~ f r ,1 ~ f i On v'°- r~
} ~~ti 'tea..`,,,. ~ °A ,r °'~'7 ~ 1 , r ..,,v'
r~ ! ~ ~ i e° . ~ to f ~ a ~ ~ tU
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~ t4 ~ ~ _ 1 1f.~3'?
O ry r' w,. use yq,ti ..,,3' fif a! {{)t ~ f 9 '.,w «'"4 x , l p
~ ~ ~ e;' t ~ ~ f'Y~~4F'T,~rflt~titUiS;~~SN is#~k7 f~ft ~.1
"l„^ v° \ r`i ~~1"~~#1:~~i .y w ;f i'f' 6 F l f~ f. ~ `v~ y ~ .mow„ p
ti ~r 1 f ..w STAN RtS INLET { ~ ~'°°F' ~ { t ~ ~ i ~ ~ 's7.1.3Tfi) • ~ BLOCK AND GRAVEL U
PROTECTION ON ~ f ~ ! INLET PROTECTION ON Z ~TE INLETS (TYP) ~yt ~ { CURB INLETS (TYP) t.{ ~
l~ j + ~ • ~y a v„'''' `*,,,4 .,,may Wq, j r ~ ~ I ' ? A / " p''` ; y ~ ~ ~ dq x. .''w ~ ^v,~ 'ti..,».,d' ~ T M Y~ ~ ~ ~ ( t! / ING' f t p 4 "a
A flM, r ! S t r ! ~ ; ti . ~ l! ! S14'? F NG~ 1 t, t ITS ~ "'tr•
" 1 , y, ~ ~ ~ RE R6 CTiOf~ M STORMWATER MANAGEMENT ~ ~ o ~ ~
v ~ I 1 ) f f ~ FE E ) / 1"` PON@TQ BE USED AS °n d" . . 1.``^,A~z,! f`~, ~ I s' ~ r ~ ~ ~ > ~ ~,r ~~r ` rj r` j~ p j ACUSTOM'BAC~IN r° ~ • . • mp„.r• ~f 1 ~ ~ f ~ ~ t' r ~ DURINGCONST~GTlON. { ~ ~ , ~ ~ , ~ GRADING MOTE; ~ o
~ . e~: ~ i ' " t , ~ J M BASIN SiDE SLOPE: 2;1 v"" .°P` a ~ Y7. I ~J) t< ~ STORAGE DEPTH:2.OFT N
P^~ p /Js../ ~ oa . `"'^~V~ ~ ~ e.ww mrmrn+ PW°"'°. . . Dy, , . • . . . • . A ~ rU. / ` ~ S~ ! Y r' } r~ °+y ,„a t r! j ~ f z ! r 6OTTOM DIMENSION: 142'x47' , ~ ~ ~ ~ t ~ ~ ~ 1 WNTRACTOR TO CONTACT THE TOWN OF GRRNER PLANNING ~ ~ ~ { ~ ~ ~ DEPARTMENT FOR TREE PROTECTION FENCING INSPECTION PRIOR LLI ~ c ~ ~ ~ j 1 BLOCKANDGRAVEL ~~a ~~y
g V"" .'`ri. ~ / ~ ~ i ' ' j p ,,rr BOTiOM ELEVATION: 30y5 a • . , • . M" C,< f7 ~ ~ r ~'H. ~ ~ ~ ~ ~ ~ ~ t' t " TOP Of OAM DIMENSION: 158'x61' "°"':~.,~e. w-^A, d ,~,~,`9 ~ ~j\,4 ~ r } q f ~ cr ~ 1 ~ ~ g T~P`OFDQ~,A.FkE~TI0N:305 TO GRADING
« 7„u,.. ' ~ ~ j ~ . G~ ~ d~ r p f 1 r! j dSPiLLWAYEI:EVATfON; 303,5 ~ ~ t3 { { ? , j INLET PROTECTION ON k;;~ V i t CURB INLETS (TYPy . ~
~ ° ' ' a I z ~ Y ~ P--^' SPILLWAY LENGTH; 16' ~ ~ 11 d d ~ t,•f i REQUIRED STORAGE: 8,370CF
• , t , ~ ~ j >i/; , I ) f~.,.«/ STORAGE PROVIDED: 14,820CF d ~ ~ € P ~ ~ ~ + I r ) .,,,,g,•( / ,,t ! ~EQUIREDSURFACEAREA; 7,58 ~ _ ~ ~ ~ f ~ ~ ~ ~ { s^' ~ f ~ ; s { ~ ~a6atttlltra~~~~
x' ' 7 $ a V p d ~ _ ry, ~ SURFACE AREA PROVIDED: 8,2 OSF
i e~ ~ @~ x~ae m~r ~
rv ~ >r'"~°.w` / ! g l 1 tr f E 4 ~ t ~ ~1~~#i4~~~,d a~"",""„~ b~ . v, •w'' . ,R . ~ 1 .,ee:°r , , r,, F f ~ { t ~ r ~`„a ¢ I ~ ; .0 t I ~ ~'e .~d'°~°~°° a.
. ~ fi ~ j' l r ~ t ~ b~ 1 l ~ Y ~ ~,,,r w-~.w~ ~ ~ ° ~ ~ GENERAL EROSION CONTROL NOTES ~ ~ ~ 4 4 s ~o
' • ~sv" v G~WDIN t ~,T j ~ # ~ J ~ ~ .mtt.•-^ ......,w w. l ~ u, t x ~ ~ , . . ,sa i / r LIMITS p ~ ~ 1 { } fi , ~ ~°"pi " d 4•,,,..v-~ r pJ ,v~ { 1 G~ 1 , r1"`~,., °ew""°." °g., w "r. -^~w`""""-W...`""^~w~,+.w.~ d"w.. «o..,..„.....~h+. b 1 { B 8 A®@`9~( RR'C' „'per
~ -~„m, REFER TO SHEEP C-2 AND C-3 FOR GRADING, DRAINAGE ANO EROSION CONTROL NOTES. ~m®V C~~~~f-e
f t'"'r""~-.~,,.~«. ,r t °j ~,eMPO~ a" I r ~r"'"'~„„~-_ `,~1' "~`J--~^ e., "m ~ mmT ~ ~ '~~i ~ ~ REFER TOSHEET C-3 FOR WAKE COUNTY CONSTRUCTION SEQUENCE. ~f B~®B ~ D t ~ q
d '~7 / rr ,Ys RACY l ~ J ~.ci~ T'~Rff'I~ is1 ~~NC7 ~w~.~. ~ _ t REFER TO DETAIL SHEETS FOR STANDARD EROSION CONTROL DETAILS AND
°l r'j o'' „r°~' SILT FENCE r~ ,r ~ p/ DING ~Rffl~~sl,xcNC7 ~ ~ f ~ f ,d r" J rr ~ LIMITS
f i / ,a°° a 4, ~ f .c o, SC ~ ~ ~ ~ ~ • AND SPECIFIC MEASURE SIZIfdG REQUIREMENTS,
~ ~ / ,rd ,.x' jjy 4~ ~ r
. br ~ ( 1 ~ i ` ~
~ ~
a+"
r~ , ~ , f ~ rc f i ~ # ~ ~ ,j, ~ f ,i~l(.~~.)_.253.~£~ g per,..-•~"
d, """r' . ri 1." `"a ~ t ~a ~~#~Y. ~1~1"'.~C#..},~.3 `.,1'a~ ~~If• \
d ~ FS~ ~~'d~ ~ ~ „v„ wa^' ~ " ~ - - r apFV.ryLE ps od~r~u ur TtlC tvai,e[p N I S~ i { 4~ ~f U,I ~ ~ m C ~ ~ C 61 k a
~ ,,,~,;32~ ~~.~,f~§; a~ ~ ~ NC?C1[3~;,2~~15~~w.«, " R~Mpw r+
~'!C ~"`w f1 ~Et~'fY~) r~EE r~~cTECrw~ raga ,r' ~ c 'fl ~,,,,r xr is w. r DC ro'•7 ENTB!' m4 G ~ O c
"„„,aye" f , ~ ~ yf~#C. ~ ~ t~ xpbs wrm ~,M1 ~r~ ~ s7~, , 4 ~~s y un,u•va ce. P 1 d`i` 1 ' ~ ~ EROSION CONTROL LEGEND ~ ~ ~
_......~Y ~V_ ~ «ws~., ~aao w~M ~eN k.t7,~ ~w., ~ V ,,,r 5. /f ~"u,,,,.,.`"' ~ ,,,,,,r""'~ t to ~ ~ S c {s~ yy eats { ~ ~ ~ ~ ~ 6 ~ a
w... r i~'pE~t~IfE Pa~G' a
,.r « ,w,SS ..,w,,---M'''" a~i#t~-~ ~~M.J4 I;~II : r,--''n. - S ~t e T u i ~ m , c aa~,,.w^S3»`-..,.,.,« .L. 7 Yr' T M~^'" w~+izs /yS^~L...,w«~ MaN = TH6tlE TfATfl ~ ~ ~ { 1 { ~ ~ ~ ~ ~ ~ { CONSTRUCTION ENTRANCE ~ ~ n n
9.,~~~,.F~ i rryry~~ p~~tt ORaM61N aESiSTasT dfYr~=~/'~7,AJ JI4{j +71.1 tYia'<b".F',E Fdik'Jf, ttYPY.dL) Nh,N • iFASIE xTAEfWiN ~ ~ atlLY W,kAI`;d;£ faPN9 Q'bICOL, CE I~ rv m a Z~ u~
1 ~#''i ~,..s~~ e n) 1 ~tl . $ I~ ~ 4:i' ~~a8
rc y~~ r ,Oy pvy #`372,.~i~1 i.F hxEt.#~} ~ S~M1 • ~66...,iC~Fi~' , J
i~tS) ( ~ ) TTEE a~otrcn±aa yhe; ~ f }
M 4 4 UO h'bT EuTOt ~ L 7 ~
RIP RAP APPRON
GRAPHIC SCALE Ei:,E ~IE~' - r;ores~ w J J
N~ks' SGM1S ~1 HABG tr U"flx~i, i~EA7",N.N'dY.+ Ud?y+)UpL '1EITEaS ,b ~ S'+1"li MVi,4:V, lif'E+"! Y 1E~ Lhta '~'SCLJ ds' @eFare:
~ 0 2$ !fa i~~ sxategcac>ku,£GcTaa•wntudnix+~rrvx,s• rage a :;av ar FpfN eap ro !ru~x TaeE raa~~eTrru amr [~"rM Ifn~£ ~'~atTEA, b tpr ibEe 6,i7TE.:'SM ahK dE'>5 i~av Y04' ~k AFR4ETffa rP6'YN6' hG tes8 ?oak CkP 'JSN' P:8 a?„76C7r^~! aa~q, !n }Tfa(N f>ti' NS .u'*Pti t t0 ?QM.F ?5.ii AiA FI'J9iC '~"'f', ROTECTION~~ ~ ~ ~ ~ o t
w y0a9Tkh TREE N95i€TTYa Ffh",E ~1@ (.j,'4;(i D!a`fR4,Lf Yg vNGUE,,S, a;AMtpYdl ^~GwS ,qY aFJ1.0Y'rv 8r Mr Of ua!:E~CF Yff,SK4F9f~ UEVeN7pgNt defiP.Y~ 4u 0.;P.fd6 c,Ea)7 POwa177u N O = r a+sa: au unut. c~a,i rowatmus ~
?lAl,£ Y .'FFI Al f.AyF fa` ^d fA£A7 ?AcF PNP7£UTn1" df~, f,r7GN Cx'Ninf Id£;i£aG7ER, fh ~~yt~ TEMPORARY SILT FENCE .o ~ ~ d ~
Ild FEET) - b ~ S) L^ .r ~i>~•~ nZ U
1 inch = 50 ft. ~ ~ •K ~ ~ ~ ~ N9TEt FpR TREE >TD >TD .TEMP, DIVERSION DITCH ~ ~ Y ~ a. N9TEt FpR TREE PA{1TECTIDN t)NLY ~ ~ ~j •n t""
n ,t n ~ V1
CURVE TABLE ° ) u u v ar }
CURVE RADIUS ARC DELTA CHORD CHORD BEARING a > x r° '110n,J DETAIL SIGNATURE PRELIMINARY S EET
° ' ' °4a' 3°w y STANDARD TREE EIR."'TELT11.~N DETAIL C2 994.93' 539.35 3103 36 532.77 S80 *40'
C3 924.93' 113.20' 7°00'44" 113.13' N77030'43"E C4 924.93' 145.09' 8°59'16" 144.94' N85°30'43"E r• m ° r IO NOT USE FOR CONSTRUCTION G
FOR PERMITTING ONLY
CITY OF RALEIGH PUBLIC UTILITIES CY

f ~
f GREASE INTERSEPTOR NOTE: N
CAP,OG 1. P{?~?t.f ~ ! i~ f , BASED ON A REVIEW OF THE PROPOSED DEUELOPMENT BY MR. TIM ~ ~ ~ BEASLEY, PRETREATMENT COORDINATOR FORTHE C17Y OF RALEIGH N
UO 057x, T'G 151W i PUBLIC UTILTfIES DEPARTMENT, ON MAY 19, 2008 A STANDARD 1,000
Titfi ?000, P(; 7~0 ~ ~a fi ~ GALLON GREASE INTERSEPTOR WOULD NOT BE APPROPRIATE FOR ~
f MCL ~ THIS FACILITY WITH LIMITED FOOD PREPARATION. MR, BEFISELEY 2 _ , INS 13. ' DID RECOMMEND A 300 GALLON EXTERIOR GREASE INTERSEPTOR AS ~ ~
o 0 ~ ~ ( SHOWN IN THE CONSTRUCTION DRAWINGS. ti.; ~ ~ ~
wry.
,~„M("N
~ xr 4~
~ RELOCATE ~ rE~' ~r 3.7 ~ f ~ ; ^ M , 4 Q l'U t L'~. _ ~ ,...M, ~ ~ ~ ~
f_r FJ(ISTING ~ n ~ ;t-.---~.....:~ ~=rff~ ; Z
_ S,S. MANHOLE#5 FIRE HYDRANT 4 ~ ~ ~ O FOR SIDEWALK } ~ °a~, ~ ti„ W
~ S&9°0'38"E 1079,08' + CONSTRUGTION ~ ) } I" Z . .a . r U 4
~ P~ ~ ~ E f KING ARTHUR TRAIL ° ' ~ r
~ ~ ~ ~r ~ ~
° f~ g Y 1 fi# ~ ! ~ , I
~ - p 1 d 1j ~ #
~ fir.,, 2" TAPAND CURB STOP ~ ) ~ I ) ~ 12'~WATER MAIN 'c.
/ / 6"FIRE LINE RP ) (CONTRACTOR TO
~ ~ / ro / KFLOW PREVENTER } ~ ~ FIELD VERIFY LOCATION BAC t' & ELEVATION PRIOR
/ IN CITY OF RALEIGH 1 ~ ~ ~ ~ TO CONSTRUCTION) Z ~ APPROVED ENCLOSURE ~ ( ~ ~ ~
a ~ ~ to
K` s. s 45° BEND r ~ W = ~ ~
~ I d ~,r' LL.~NM
i,f~tVPd.IE't ; d''C1fi.r'r3r~cr C,Rd~f3d .1. ~ ° ~ . `i / ! / 6" DI FIRE LINE t f , j NOTE. ~ THE SEATING CAPACITY FOR THE PHASE 1 ~ U
t r,~t.~' ~ ~ . / (PRIVATE} ) j ~ f ~ • BUILDING IS 300 SEATS. a° Z Z ~
hNr,?.'Y1(1, /r,(y 1 FIRE HYDRANT / 6" DI FIRE LINE ~ ~ r ~ ~ ~ ~ ~ /
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~"1). i ~ • P,tP E U ' ~ 1'N(5 -?b'.i,t~ I(+i4"': . ~ ' REFER TO SHEEt C-2 FOR UTILITY AND BACKFLOW PREVENTION NOTES. 7 ~ 1 ~ 1 ~ WATERLINES, 12" AND SMALLER, SHALL BE DUCTILE IRON PIPE MEETING TF~REQUIREMENTS OF ANSI-AWWA ~ E ~ ~ L ~ f 0 y b ~ 9
~ ~ ~ UTILITY CONTRACTORS SHALL COORDINATE UTILITY SERVICES W1TH THE BUILDING MECHAP BUILDING MECHANICAL PLANS. UTILITY CONTRACTORS SHALL BE ~ ~ } ~ Ci51 PRESSURE CLASS 350. ~ ~ a ~ ~ ~ ~
~=d ~ ftpn , 1^~"~°~ , .,~1`#,~"- & ~ ~ EXIST S,S. MANHOLE RESPONSIBLE FOR INSTALLING SERVICES TO WITHIN 5 FEET OF THE BUILDING CONNECTION RING CONNECTION POINT. 1 I ~ ~ a~i ~ s ~ ~ ~ ~ S c s g f WATER SERVICE PIPE FOR TO 2 CONNECTIONS SHALL BE TYRE K SOFT COPPER WITH NO JOINTS OR ~ ~ ~ ~ ~ o x
y F' TRAFFIC CONTROLS FOR ANY UTILITY WORK WITHIN THE PUBLIC RIGHT•OF-WAY SHALL BE I OF-WAY SHALL BE IN COMPLIANCE WITH STANDARDS OF THE NORTH ~ I COUPLINGS INTHE RlGlil'-OF-WAY, ON THESE WATER SERVICES, THE FITTINGS SHALL BE FLARED COPPER TYPE ,Q3 ~
_ tim ~ Mw as Oy~p, °2b4,5~ r~ fit/ CAROLINA DEPARTMENT OF TRANSPORTATION AND THE MANUAL ON UNffORM TRAFFIC CON' FORM TRAFFIC CONTROL DEVICES. ~ 1 BRASS FITTINGS OR COMPRESSION TYPE FITTINGS, ~ ~ ~ o ~ a
_w -..........~...~,.~ss ~ ~ 0;P ~C,,,. ii~h>~P)~~~27n.k~(5T(J,0 t~dxT;} ~ s i~•_ - , ° ALL CONSTRUCTION SHALL CONFORM TO LATEST TOWN OF GARNER AND CITY OF RALEIGH l ~ UTILITY CONTACT LIST CITY OF RALEIGH UTILITY STANDARDS. j ? ONLY N.S.T. THREADS SHAU. BE INSTALLED ON FIRE HYDRANTS ALL WATERLINES SHALL HAVE A MINIMUM OF ~ ~ ~ ~ ~
~dl -:~~i r,?S 5 f"it& Ut~'7" Irt`~l, ~ ~ ~l ~~'~'~`I~ BUILDING DEPARTMENT CrfY OF RALEIGH WATER AND SEWER PERMITS ARE RE IRED. THE TOWN OF GARNER ENGII IF ,~tJ ~ ) r, ~ ~ ; , T@.EPHONE ~ ~ 3,5 FEET OF COVER FROM FUTURE GRADES. M 2 ~ ~ ~ ~ 'N OF GARNER ENGINEERING DEPARTMENT SHALL REVIEW AND APPROVE THE ~ ~ E
z~~F}w j5~,~y5~~A,CF~ d.~,aV ;,7~ ~r! ~ , ra~d.f~) t BELLSOUTH WAKE COUNTY iNSPECnONS AND PERMITS DEPT, CONSTRUCTION DRAWINGS PRIOR TO SUSMIiTING THEM TO THE CITY OF RALEIGH FOR APP F RALEIGH FOR APPROVAL. ~r MINIMUM 24" SEPARATION BETWEEN STORM SEWER AND WATERLINES.
JN(5}K-J.~i~1.~d3(:~ (f.)8 FAN; ~ A w.. - CUSTQMER SERVICE 336 FAYETTEVILLE STR£ET P j~ :FOR SHAt.L 8E RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION, ~ J
' ~ , . )~~t3~1:,~# °`"""W""u' p~i~j 1-888-757-6500 FIRST FLOOR LOCATIONS OF EXISTING SHOWN UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL BE REST RALEIGH, NC 27601 ORIENTATION, AND ELEVATION OF EXISTING UTILITIES PRIOR TO EXCAVATION FOR ALL UTII ATION FOR ALL UTILTIIFS. SANITARY SEWER NOTES: z
ELECTRIC 919-856~b060 ANY FIELD CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION PVC GRAVITY SANITARY SEWER PIPE AND RELATED FITTINGS SHALL Bf MANUFACTURED IN ACCORDANCE WITH
PROGRESS ENERGY THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIi All THE REQUIREMENTS OF ASTM D-3034.98 SDR 35 TYPE PSM POLYVINYL CHLORIDE SEWER.InPE AND w FITTINGS. ~ ~ z
GRAPHIC SCALE CUSTOMER SERVICE [phone] WATER DISTRIBUTION PROVIDED IN THE CONTRACT DOCUMENTS, CITY OF RALEIGH
54 Q ~ gp 'pp yqp SANITARY SEWER PUBLIC UTILITIES DEPARTMENT CONTRACTOR SHAII PROVIDE A MEANS TO KEEP ALL NEW PIPING ISOLATED FROM EXISTING CITY OF RALEIGH ONE EXCHANGE PLAZA ACCEPTED FOR SERVICE. "ED FROM EXISTING PIPING UNTIL ALt NEW PIPING HAS BEEN TESTED, AND ~ ~ O ~ t7 DUCTILE IRON PIPE AND FITTINGS USED FOR SANITARY SEWERS SHALL BE MANUFACTURED iN ACCORDANCE o
PUBLIC UTILITIES DEPARTMENT SUI'T'E 624 WITH AWWA STANDARDS C•150 AND G110 RESPECTIVELY. THE MINIMUM PRESSURE CLASS PIPE SHt~.I BE N o CLASS 250. ~ ~ ~ ~
ONE EXCHANGE PLAZA RALEIGH, NC 27602 EXISTING UTILITIES SHALL BE PROTECTED DURING ALL CONSTRUCTION. ~ SUITE 620 (919j 857-4544 .Q ~ o ~
{ ~ RALEIGH, NC 27602 ALL WATER AND SANITARY SEWER SERVICE LINES TO BE INSTALLED PER NORTH CAROLINA F SPACE CLEAN OUTS AT 75 FEET MAXIMUM. LOCATE CLEAN Olf TS AT ALL VERTICAL AND }•KIRFZONTAL CHANGES NORTH CAROLINA PLUMBING CODE AND CONSTRUCTION SPECIFICATI{#VS. ~ $y ~ Z U OF DIRECTION. MINIMUM SLOPE: 6"PVC SEWER SERVICE =1.00 °fo; 4" SANITARYSERVICE = 2.0°W MIN. ~ ~ ~ , , ~
1 Erich = 50 it. [phone] THE CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES AND RELOCATE A5 NE UD RELOCATE A5 NECESSARY IF NEW GRADING SHOWN CAUSES UTILITY [>EPTHS y ~ ~ `0 2
. _ SANITARY SEWER CIFAN-t]ttTS I OCATEb TN PAVEMENT AREAS SN91 I RF HEAVY-~IITY TR6FFTC RFIlQiNG ~
CURVE TABLE NATURAL GAS BELOW MINIMUM COVER REQUIREMENTS. MINIMUM COVER FOR WATER AND SEWER UNES AND SEWER LINESStIALLBE 3FEET. _o_.._ ? ? V ? 0. CASTINGS.(MUTCD). 3:
CURVE RADIUS ARC DELTA CHORD CHORD BEARING PUBLIC SERVICE GAS COMPANY BUILDING MECHANICAL ROOM. REFER TO ARCHITECTURAL DRAWINGS FOR SIGNATURE SHEET W
C2 994.93' 32 77 S80040'03"W CUSTOMER SERVICE DOMESTIC BACKFLOW PREVENTION DEVICE TO BE LOCATED INSIDE THE BUILDING MECHAND 539.35 31003'36" 1.877.776.2427 LOCATION AND CONSTRUCTION DETAILS. PRELIM
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C4 924.93' 145.09' 8059'18" 144.94' N85030'43"E FOR PERMrMNG ONLY
CITY OF RALEIGH PUBLIC UTILITIES CY

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SIGNATURE Q SHEET
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FOR PERMITTING ONLY
CITY OF RALEIGH PUBLIC UTILITIES CY

NOTES: ~
1, CONTRACTION JOINTS SHALL BE SPACED AT 10•FOOT INTERVALS. JOINT SPACING ~
- PAVEMENT GENERAL NOTESd MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACIONG. BACKFILL TO TOP OF CURB ~
2. CONTRACTION JOINTS MAYBE INSTALLED BY THE USE Of TEMPLATES OR FORMFA 12° 6" BY OTHER APPROVED. METHODS. WHERE 5lx;H JOINTS ARE NOT FORMFA BY
I. PAVEMENT SECTION MUST MEET THE CRITERIA GIVEN IN THE SITE GEOTECHNICAL REPORT. ALL PAVEMENT MATERIALS SHALT BE IN ACCORDANCE WITH THE STANDARD AND SPECIFICATIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. TEMPLATES, A MINIMUM DEPTH OF 1 i/2" SHALL BE 08TAINED, JOINT SEALER 1/8" RADIUS {TYPICAL) PARKING LOT W Z
3. ALL EXPANSION JOINTS SHALL BE SPACED AT ~ FOOT INTERVALS, AND ADJACENT { m r ""L
2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO PLACEMENT OF BASE MATERIAL. WHERE EXISITNG SUBGRADE MATERIALS ARE UNSUITABLE, THEY SHALL BE REMOVED AND TO ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINi51N ' ~ ' i° ~ ~ ~ O ABUTTING SIDEWALK. SURFACE Of~GUiTER 1/8° t ~ , ' , ~ ~U-r~y Q v ~
- REPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. i2'-s° iz'-s°
3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BY THE 4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P,S,1. TN 28 DAYS, a r a. " , ~ ~ < f ' . ° ~ z ~ , ~ .,wy,# , 1 ~ {{1 . e~•~ ,'y •da„ i J r ~kfS ' ~ ri 11Sd '~l L'~ n ~'+I
GEOTECHNICAL REPORT) SHALL BE STEEL REINFC~t~D. 3'~" i'-6" li'-0" 11'-4" 1'-6" 3'-0" {MIN) (MIN) 5. CURB SHALL BE DEPRESSED AT INTERSECTIONS 70 PROVIDE FOR EURIRE 4' ~ t sY r j a ' ~ s i,r zi ~ ~ k' " ' ' L " ; ~ ACCESSIBLERAMpS. ~ ~ ~ ' { z i(_ ~ i x r € it rtt; ~ ~ ` Q ~ ~ i, ~ {
4. ALL CONCRETE PAVEMENT JOINTS SHAlL BE SEALED WITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BE USED AT JOINTS. JOINT FILLER art ~ d i a ~r ~ ui~~,.Y a ..fi ~ ~ s d, q ~ ~ u Z
REFER TO ACI 330R (GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS) FDR JOINT DESIGN AND LAYOUT. l BUT i j4" FT SLOPE 1 J4" JrT SLOPE 1/4"/FT i/4" FT M~. -----d- 6. TOP 6° OF 5UBGRADE BENEATH THE CtiRB AND GUTTER SHALL BE CAMPACTED TO " ` M . ' ? ~ ~ 100 PROCTOR DENSTTY, TRANSVERSE EXPANSION JOINT CUR~TTER <C ~ ~
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1 ~ ~ I ~ I W Q BRICK WITH Ll. ~ U 1 4" BLOCK r'+ ,-I . ~
W r ~ ' r- BACK N W ~
"~~'"ap 3" ~~~a ~uP~,. H.4''~Y , ~ ~~',h 4v t 6" 4,000 PSI REINFORCED CONCRETE t!I
} N ~ ~ } ~ r - 4
.w~ a ' r;~;,,~ REGATE SASE #5S AT 32 ~ p ~
~ r ~ ,n ~ ~ 6 COMPACTED AGG io" W ~ ~ ' . . ON CENTER N
w 5,I o , VERTICALLY, ~ Ll'I
Z COMPACTED SUB GRADE , SEE PLAN W , s ,
V i C1'
` ELEVATION REFER ®~~g~~beBra~~p;~~~~
BETE DETAIL HEAVY DUTY CC NOTE: 1, WORDS AND ARROWS FOR DRIVEWAYS SHALL CONCRETE 51A6 TD GRADING PLAN ,m' ~~t~m ~'~~a
SCALE NOT TO SCALE BE APPLIED ACCORDING TO REQUIREMENTS C°3 A¢Qaa raoaaa~a bi
AS OUTLINED IN SECTION 3BOf THE NOTE; '-~'I"'{,.- ~~q~~~~~~~~fg~°~"~ I L I °i ~®yg'S_ '6~i ® s FOOTING TO FL'°,Jt `6
STOP ~A MANUAL ON UNIFORM TRAFFIC COMROL S flEVlCES FOR STREETS AND HIGHWAYS PAVEMENT DETAILS 1 2. THESE WORDS AND BAR AR£ TO BE MATCH BUILDING ~ ~~~;L
c_ 1(t NOT TO SCALE PAINTED REFLECTIVE WHITE. SEE STRUCTURAL DWGS. (TYP. FTG.} ~ ~ ~ ~ ~ ~
C- ~ ~ NOT TO SCALE 1 V ~~w~ °
®ep~,+ ~ q ~ ®0®
dgPpB it °~4 i
a~_3~~ T g~_3~~ ~
.ti,~;a 1.. 1..
~~3 ;fb~rs~~~~~ STEEL HINGE 21J4" ~ 21J4" (TYP) STEEL HINGE ~ 1~4 ~
;r'
,r s~ ~ ai ~a~~cn ~ ~
w~ f • ' r~ Y~ ..~~s . FXRAMING BRACTN~R dS ~ ~ ~ $ &
2x4 CROSS BRACE (TYP) SHOWN , ~ ~ , ~ ~ v , E $ o ~ ~a
i-1 REFLECTIVEALUNINIUM 6" DIA. STI. CONC, FILL ~ v ~ c ~
FATE POST ~ ~i ~ w ~ ~
~ 0 q~j. O 4 C p
~ h- ~
_0 ON C7 ~ t tiJ ~
0 w ALVANIZED"U"CHANNEL POST a GATE HINGES ANClif]itED W p ~ ~ a TO POST AND FASTENED cn a ~ ;N
ov TO DOOR BRACE, ~ ~ >y y> ~ n ~ ~
m~
~ y AINT CONCRETE BLACK 4' 3 AFTER CURING
~ AT ASPHALT LOCATIONS J 3" 1(2" STEEL 3" 1(Z" STEEL ~ ~ ~ HANDLE HANDLE ~ ~ N ~ m~ DROP BARS ~ DROP BARS r+ ~ ~ p ~
1" DIA, PVC i" DIA, PVC ~ ~ ~ ~ a~
4000 PSI CONCRETE SLEEVES 6" LONG SLEEVES 6" LONG CONC., N M O ~ ~ ~
SEALANT 6" DIA 511. CONC. FILLED GATE ~
$ ~ ^c' ~hcr w FILLS GATE POST POST ~ ° a s
~~'r ~ ~ ~ r f l t- ~ r"i i ~ SEALANT t r" s + i`r ~ , r' SECTION B-B -DOUBLE GATE L 2" x 2" x 1~4" FRAINE
i 4 OF STAB THPCKNE55 • ; ~ . • ~ RIGID ¢ ~ t a f , h r•*' 7'r t ~ M O / y.N.• «r• "'y y!', r, h, e~.41~ Rlr, y,r r{f: r;, a'~,~'~. s, ~i~ •~^'.."e+.v« •'p r,sf~F'+-.;••~~.~;~1..~..(• '.STRUCTURE =;-{+q-~±~-.,Ft?~r;-=:-J:`r'a-'.. « r;`;"'y"72"".~..,;:.,:;;'""-hdj-~.1`; q AND CROSS BRACE
~ (MIN I") r P~r.,;i'<,'~: r ~ • : y; ; ••~r" i • a~ .~t ~ ,~f: , :.1: ; j,••F.. ,v::J1.;• '~•{i;r•n•a;~~'f:+a.i^r ;d~'.~rir _w;!` ~i•i z i f "~~,E:: N ~ "'1 r 3 i ~ ~ , ~
{~i r~ tit ~ ,s .1: .d 4
,d ..p L. L
• SAW JOIhTf ° cr , g SAW JOINTS AT 8`-D" TO is-B" O.C , ~ -'~~-~-~-j- ; ~ N
SAW JOINTS SAME DAY AS POUR SEALANT " ~ ~ ; iJ2 PREMOLDEDJ03NTFIIIER 1x6 REATED WOOD FENCING
PIAN VIEW , . ' , ' ~ DOUBLE DUMPSTER DETAILS ~ ~ ~ ~ a
CONCRET£PAVEMENT ~s, ,e^• r , . • • .y~" '~';,`•;~`:''I;;~rry. ~ i°,`'• y"•'~ r•' PROVIDE ISOLATION JOINT WHERE CONCRETE I,~ L'~.
'''~"•:`•~r:; 9;~•:r4.~ Jrr• i-:: ' iX.:;+"+" PAVEMENTABUTSARIGIDSTRUCTURE C' 1 O NOT TO SCALE GATE HINGE ~ ~ ~ , . GATE POST DETAIL ~ ~ ~ ~ ,o

\ / W W V W ti
INTS I L16"LONG3/4"DIX ISOLATION30INT 6 STOP SIGN UtIAIL 2 CONCRETE JQ SIGNATURE PRELIMINARY SHEET
f NOT TO SCALE DEFORMED BAR @ 24" O.C. 1 i o NOT TO SCALE ~c- 104 V
CONSTRUCTION JOINT OR DOWEL JOINT DO NOT USE FOR CONSTRUCTION a
FOR PERMITTING ONLY
CITY OF RALEIGH PUBLIC UTILITIES

4
90' MAX, CONCRETE WASH DOME • PROVIDE SMOOTH, ROUND SURFAf.E ti
4' 4 4' 4 4' 4' g NOTE; - N z
WHEN FRONT EDGE OF WALK IS POURED ADJACENT NOTE5; ~
TO CURB OR BACK OF WALK IS POURED ADJACENT TO 4" P1:PE - CONCPETE FRIED, F.EFER TO PLANS FOR • A BUILDING OR EXISTING CONCRETE, A 1/2" SIZE AND LOCATIUN, PAINT OSHA SAFF.TYYELLOW, --w~• t7 RGSIDENTikI° C~EV'wwAY Td1 pE hlAkltEUM t2' tN ~ W7prH UNtHSS WhPITl~EN 'VAn1ANCE IS 'F(
EXPANSION JOINT SHALL BE PLACED BETWEEN NEW EXP; JOIN ~ EXP, JOINT 1J2 ~ iJ2" t„ ~ GRAN7EQ EiY 'fpWW ENGINEER ~ ~
WALK AND EXISTING STRUCTURES; WHERE A > SLOPE SURFACE AWAY FROM PIPE TO 1/2" PRE-MOLDED ~ ~ CDMMERgAf_ .4hlD INpU5CRIAL CIRNEWAYS 70 J v a ~ 8E A MAXIiaUM OI° 30' IN WIDI'N PRlDPpSEp pR14~E64'Al' Q ~
DRIVEWAY CR05SES A WALK, THE SIDEWALK SHALL HAVE A DEPTH OF 6" WITH i/2" EXPANSION JOINT EXPANSION JOINT (TYP,) ~ ~ PRC~P~asep ~ ~ r, IF D9.,"TAN'CI; t3EPA'EEN Di~IVEWA'N CUT & CflNCftEfE 51pEWrN.K {iF ARPLIGA©LE~ "+J ~
EACH SIDE OF WALK, REFE TO SITE PLAN ASHPHALT (OR} CONC. PAVING--•.~ ~ ~ j £XISTING GUfitB J.SINT IS LESS THrkN :r' ~1NEWAY ~ ~q~ ~ r,J f0 ~ m REMOVE GIJR6 TCI EXISTING JQIPdT & rxEPIACE {30+JGI P,S.L) 5' MIN fi' MIN ~
CONCRETE SIDEWALKt °`f°~ ~ ~ wlTtt ra4NCrLlrNlc PUUR. iN ols7nwGF: IS ~ t~ i ~ ~ GftE6tTER TNAh! 5'„ THE !:#I31'4NG Gt1TfER ~ ~ ~ ~
TYPICAL PLAN , 'r: nl = SHALL. BE 'sA6MCLI'I'. _ ' ~
"i~ CLOF STREET
5' PRL'lPOaEG QRN'EWAY Ek15TING GUTTER r"- GG+MPACTEp r'1 ~ ~ « ~ / aaG~nLL iJ2" ;;xPh~sloN +ipIN7 ° ~ Q t,~
STEEL PIPE EMBEDDED IN CONCRETE FOOTING, ~
e, e, e, o, e, s, 4" ,a•,a>.a•,a~•.a•.a•.a•,a 90' MAX m ~ ~ TYPIOAL S~CT~hE p U
1J4" TO 1"SLOPE TOWARD CURB 1(8" OPEN DIVISION
JOINTS OR DUMMY GROSS-SECTION JOINTS TOOLED •,ar•.wal.x
1. J2" EXP. 10' 2" DEEP `0 JOINT 1/2" EXP, JOINT ~ L 1.'-4" ` a j(IF APPLICABLE}
I~ ~ TYPICAL ~CLLARD DE AI CURB &
24" GUTTER NOT TO SCALE C"~.~ ~ ~
VARIES PLANTING STRIP-? d ~ d
5' ~ ti a a ~ _ ~ Q ~
1 CONCRETE SIDEWALK WALK gfl'NGN 1J2" EXPMISIUN JQ1NT ~ GL~
~ 1 NOT TO SCALE LOCATION UFJOINT5
m RAp. {dAX ~ r''~ PkOPiDSED ~ CtYt,l{2RETE pfttaEEfAY ~ ~.I U{D r-I
a ~~pQp ¢~.5.1,~ EXITING CURB & GiJTTER ,101N1" ~ ~ ~
s'-a° MAX. '•Q" MAX. ~ - ~ ~ ~Ur 11t~C ~ , _ ~ ~ ~ ~
~,.~.___._.~_____d ~ C~..,...__,_.. E:RISTGdG CUR6 M1U GUTTER''' EI' ~ a' ~ ~
1'q BE SA'N CIDI` i idlN I (7 ~ * UC3
ACCESSIBLE PARKING SIGNAGE NOTES; -STANDARD STATE APPROVED 1, ALL LETTERS ARE TO BE PER THE LATEST EDITION OF THE MUTCD. - HANDICAPPED SIGNAGE INSTALLED ~
ON A METAL COLUh9N AT THE v 1 i I ~ t ~ ~ PROPER HEIGHT' REQUIRED, I I ~ ~ ,r ',i ~ i "
2, TOP PORTION ()F SIGN SHALL HAVE A REFLECTORiZED (ENGINEERING I v ` ~ j '>i GRADE\BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND ~~yy ~ ,ro ~ ~ LK.
BORDER, a ~ i t;^' 1 ~ E°Y `r , I ~
3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING q z 1 %''j DE WHITE BACKGROUND WITH BLACK OPA UE LEGEND AND 1~.0~~ PROVIDE ADDITIONAL SIGNAGE ~ I ~ `7 ' GRA ) Q BELOW THE HANDICAPPED SIGN, z I t~ , ~
I BORDER, REQUIRED PER REGULATIONS. = t~ i ~ ~ ` ~ ' . i . ~ ..a . . u..-,..-_- m., _
i u ~ , f < , 4, FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING I I I y ~ f
GRADE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND 6" DIAMETER BOLLARD 1 { t " t ' ~ I ~ ~ " ~ I I ,t, U
2 ~ I t BORDER. CONTRACTOR SHALL VERIFY FINE AMOUNT AND ORDINANCE I I NUMBER, ~ _ ,~.,r~ - r,~ ! ~ ~ ~
BOLT SIGNS TO GALVANIZED MFTAL _ o PIPE COLUMN, ` ` 1 `
5.ONE (i) SIGN REQUIRED FOR EACH ACCESSIBLE PARKING SPACE. ^ 3• Q,~ ~ ' ;.:1 pawaNS er "v~• CONCRETE BOLLARD LINE PQ5TS ~ j `.3 T ' [ ..~u ~JM.~., ~..,..~..~.,....~a~., „»~,N».....m..~,.wl a,~,w,LL_; rw.,,_.,.,~..,,.~..,~,.,.~,.e.~»w~.~i
ALLED HEIGHT OF SIGN SHAH BE IN ACCORDANCE WITH SECTION o~tEO PAINTED YELLOW " : "(TYP,) - 6. INST ~
24.23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, ~Rrorr ~ 3'-6" MIN ONLY h uiE ~ ~ I t~ [l~ 'i 39{Da PSI PC t ` 6~ t ~ a
(MUTCD) CONCRETE SURROUND GATE OR AROUND PIPE COLUMN, CORNER POSTS CONCRE'CE (TYP,j ~ { ~ ,t i ~.J
7. SIGN MAY BE MOUNTED ON BUILDINGjWAII, AT PROPER HEIGHT, IF uvrog2sa TINE TIMES POST DIA. l ~ ~ a y ( „ k ~ ~ t ~a ! ~ p t ~ ~ ' ~ a l~L ~ ~ "K~ RIt7 `
ALIGNED WITHIN 12" OF CENTER OF PARKING SPACE, Fs, sis. i9ss u ~ ~ , a f i.
~ i R ~ 9 7TE ~ 9 y mt = ~ (4 { f'~d: h ? ~ ~ ~ f( 4; ~ ~ ~ h-
AND LATE DETAIL 4 CHAIN LINK FENCE ~ ~f 1' ~a ~I4`~r1 aVpA~-7G ~A ~9 y4. ~ ( VI ~ N~ a 4 ^I „ 43PI ~tr~',~ ~ ~ ~
N ; 1 NOT TO SCALE § Q "~ACk ins; ~ d TM~~ r~ '~CfDs4ihf h ~ ~ ~ "'b»
HANDICAP SIGN ' , ; _11 l _„,.~..„°°"„M-.,r P "dEB aY. ~ ~f'~a'M, ~u117~4#il~F,, ~r b~ I''r n T y d A~ aSGIE~_1k,7 ' idi7T 93.. ~ 6 .,,.wtA~ m ~ t _ ~ .~a v _ ~ r~'
COLORED TOOLEDjSERRATED SLIP RESISTANT SURFACING . ~~i. w ~ .mot 4 (T!r•f ~ i ~~v,_.,., d,. fd,, ~ ° 4444.'//°
. - : ; " AND/OR TACTILE WARNING j';J '3'!CP tNE ~ 1 "E ~ ~ ~ S'E'E 6dt33E r ~ E~1 ,,f{[~i~$~~
- DEVICE A5 REQUIRED BY 1'-6" AMERICAN WITH DISABILITIES _ _ ~ ! ~ yoPs;~ 9~ nrrc ` ~ 'Y~ 111 ~ t 4 v k
MIN, ACT ACCESSIBILITY GUIDELINES AND CODE REQUIREMENTS 4 i'A ~4t R
SIGN C t U1 k' YC B 4 ~ d+~y~ '~L!:iSWk.~{~ ~~A ~~dw te'UfJ~T d~ ~ .E'EN! E114~'l yjgRl~"~, ~ ~ ~ydy`~° ~ S
SIDEWALKI fg` SIDEWALK (5' STD.) yG, {~`~~x' ~(~pyy ry ~
SITE ACCESSIBILITY DETAIL NOTES, 12" MAX. 6" A B UTILITY STRIP B~ ~Et?~;!#.~,,;S;std "~~',.~~9~x'~d7 ~;fiCiP„lTf~ ~f3tt, ~L, Di;~3~yT"yh~ ~ ~ ~ 4 ` ~
1, REFER TO SITE PLAN FOR EXACT LOCATION OF HANDICAP UP UP s1 3"R 2' DETECTABLE 0,0: t~~ A~~. ~[9zR.ga IT~,ia~ ~'~~irlK,t~iM1`_ D! ~t`~~4~&ITI £ ~
PARKING, WALKWAYS AND RAMPS, ~ ~ 0,02 (MI ) ©`f"4~~~ DROP CURB ARNING DOM 0,08 (M ,r 0.0~ {MI ~ a,ol {MZN,~ ~ ~~~~~~,.~{l~~.n~T~.~.G"lA r~~ ~~ld~ ~ ~
2. ALL WALKWAYS, RAMPS, AND HANDICAP PARKING SIGNAGE, ~ a`~i ©1 STD 2,•6„ ("URB p 0,0~
ETC, SHALL MEET APPROVED AMERICANS WITH DISABILITIES ~ ` ( ACT ADA STANDARDS AND LOCAL ACCESSIBILITY CODE. & GUTTER SHOWN}
( ) ~ ~-1Z:I Mt"J(, RAMP ~ .w,~ ~ ~ ~ ~ ~ ,4~~. ~
0 EVERY EIGHT 8 ACCESSIBLE PARKING SPACES, tij ~ ~O,r 9 12:1 MA 3. ONE OUT F O 4 I~ ' S X C7~
BUT NOT LESS THAN ONE, IS REQUIRED TO BE VAN ~ IO~~ ~ ACCESSIBLE, n. ` / '~k' ~ ~ ~ ~ IJ d. ~ ~ u~ ~ I ~ LL
0 ~'4~~ O'~4p N yyy,/y~ ~y yy~ 1~ - ~ ~ I ~ ~~AiF"~MPI:U '145f~i`kA.PiP~{1 r'itYM~ ~ t~.L.bAOF~SSAt.I' d.fdW Id"~5w~ ~ 7~'I
4, ALL CONCRETE ACCESSIBLE RAMPS (3000 PSI) SURFACES x fN SHALL HAVE COLORED TOOLEDJSERRATED SLIP RESISTAND w ~ 'a : 9 T~I~k'-0QNC Q l~k 1 'E 5 p~~`~ 1~ ~ ,pMa s 1N U7 4~C~lI, P ~'ykD7 t .~,...t,~,,,. _...,~.....~..v,_......,._.._.,_.. I
SURFACING AND OR TACTILE WARNING DEVICE PER ADA ~ ~~l j
ST NDARDS AND LOCAL ACCESSIBILITY CODE, N 6'-0" 3'-4" 6'-0" A SIDEWALK CURB CURB ELEVATION TRANarITION TRANSITION CURB 'TOP OF CURD ~ a ~
5. ALL CONCRETE ACCESSIBLE RAMPS SHALL BE COLOR TRANSIl'ION _ P. ' CUB ~ c~~
NTRAST DARK TO SINGLE MIN. OP CU B IMPREGNATED TO PROVIDE VISUAL CO ( LIGHT) WITH ADJOINING CONCRETE SURFACES (MINIMUM WHITE 4" . _.._...I ti~aital¢ssa ,a,
70% COLOR CONTRAST), STRIPE ~ V~b ~ ~~~kA x~ a GLITTER ~ ~
TO P OVIDE COLOR CONTRAST IN ISOMETRIC VIEW VARIABLE SLOPES NOT 6. THE MATERIAL USED R
CONCRETE ACCESSIBILE RAMPS SMALL BE AN INTEGRAL TO EXCEED 12;1(833°/a}
(PERMANENT} PART OF THE CONCRETE AND SHALL NO7 BE a. Trf!' ~nAt~,t+n''iNG SUI°FrsG;F e~P~'#tcL f~F ~i ~ °tEvf,$AND' AP76D i d'~1'N7Gd~S,fld'fa Lf3t~t,$R T,'~'IU~`ArAd,bf: ~ ION OP4NEORBDTHRAI'9PS CROS,kl,t ~fYf,Tli~ dtN':~ ~T.~1~1~tl3vA',f'~ V11Rx'+' ~B#:T NYC=."€ f:fl~i„i1Ed~6 ~i!'f8 T~t~q !U'dk:;r~tf aiea~tQ,l4*tC~, ~ ~44~4
PAINTED ON OR CAPABLE OF FADING OR WEARING OFF; NOTE: A PURTION OF ONE OR B01 MAY EXTEND OUTSIDE THE RC ND OUTSIDE THE RETURN, ;~~~"fE~€ ~I~~ci@~A ,.,,1~I"DI~k. ~t~~!'4~i1~ 8~+3 ~i9 6~~ Rrt~~~sR(:~ tl~~A~' ~:t ~~IR~f~I ~~a ll~i~lh ~ tA~;i~~€ht[~1 ~,Q Ilhl~ ~
7, FINISHED GRADES OF PAVEMENT IN HC PARKING AND REFER TO PLAN 9'-0" 8'-0° h~G44~Tiu~1d~SI'C4 6#~R M~~&Fd11PY>"tldCt E~ya11b:~11ry>w~, Bt"~ak4l; a}"^I~hEkRrtk~"~, RF> Akl~, 4;,t}Y;k~LtSd,9N d1F r31Tlt f~ JIiR 'a~~~°C3hti~~ ~ ~ ~"(R~Q ~~~rRr Whh 9'#"~~'rfN ~4T ifs Sd.~Tt9A~l.R 1w y~F~ `~W14fu ~~+.v~7r~ ~9~~6.wh4~,t~'^ '~th!„d~a ~'gf~2'FN+dr 3~T~'I{'~i.f«Y' ~~®~®~a>ae®~
ACESSIBILTTY AISLE SHALL NOT EXCEED 1;50 SLOPE IN ANY WHITE HANDICAP DIRECTION. SYMBOt (3' UR 5' 6„ 6~~ 66 ° HIGH} AS SIDEWALK SIDEWALK ~ PDYrDI Ikl' A'{ € EM11 FJ`zE$i;Tot~Pt,. ="YF!l.Pir. l3t:1'I~1 '~;~14l76;„ oM1ME# u~T t~' A~(J i.If M'rAt,RL~ ~~lz, d h'~iVar~a°i.G A~td kT ~~'FR °~ip q
SIDEWALK ~ ~ PCs1PITS I+9 ~ 4~~~ahzrTf'i}A1"t t;„add ,~saoi ata 0 p~ IN >aC7PIIT'd71r~ .~TCT1S)N ?Zfi D~ ThIT E9T~ Y'FYDG:f!k6 AiG ,NC>'rtA~R' S,~F~~"Y A~'T REQ~ It'U ~ P iCaT~1(~:~ QM GkJY'~ ~9' P°
~ EXPANSION JOINT REQUIRED. 2 °h. ~"Y GIJ1d~ ~YJlV~ai~;;~r~T1~ ~t~}~ JtR„Y 3~Q RNI11"aGF? ~a ' b£D"~'Y1111t I a W~F'~';,)~~p TP~t,t ~d 4f3 F'P.!'t~N$(Q. ET F7Y` fiUiltfTF i30.ik:;.
~'i W W u 6., W m ~ ~ EXPANSION JOINTS 2,-0~, Trlf N#'lk"€#ieA?'d~ D44Ti~Y ~115>`AIRICl4l~ i ,A~C'T rAi~~ ~f' '14 ~'u?i"'I~NG"r It} !,#'OtVI`JJr9i.s'tYli*Y QI~IsFZTlE;S O~DP~~YIi1V,",ENE
~ ~ EXPANSION JOINTS ~T i C11NYx ~tlt>t~!"`~ PRCT~CTI~,Ida S4D~Nd~,R T!~{: aF~ €~iw,Dt ~4£fD ~:3 l~~fd;~~gua TSN ~ lD~~lq>I ;kl t~t:4:,, .~t P MA[Jit~!~A{, ~ ~ q~~1 i9 tORICIN lSdd~ F'~LYI=I~JN 4,"~r~~~ rl~ .trtli, 4## th3ti t1E3 Q I~~+r, Y'~9P~~ CURS ~d~', ~r1Yd^ uC~"dY t7~iGN~,T).+I4b % U1 ~ ~ + r i
~ SOT 6 6 °ae, ~F 'f„ ~dPUY YBIT+t ~Tt k° 111 ~i TEdf k6.+~A. tDEt t7~'~Lt"i CtY t d T4''~e t4tdU tld~ ~~5. sy'#~ y3 it p1]A TI QIJII~'~ Mf P~65 fT't? ~ ~ ~ ~ ~ ~p 'y ~ arWtt t TFt~LY 1~'faPtllt~tra aRI 511,h~L~dl~>: J Cr ~`E >„.TA+' h~1~ ! ~ 1 G~ ~ ~ ~ Crs w Cy~ C} ~ ~ s
o~ Da S'`I, 2 „a ~C n~pa~`SS . ~ V1hlf ~1.£~~7lktti~.ItAbfl";? iti@p""?J.4 U( F'{~'{3~"f1! B` ~~f ~t1't~'iilt~3~b i"vxr~Fxf#t4P{ t,N ~R,E "l.kU A ~„t ~i~'Y.~:T~Ldr' f$w TNT. ~ t ~ ~ G p~ x. / 4°~ Iy EE~dts`NE'£i~, 1Nf3£CIQFIAiR ~d',hRAtr SH41.Yrv~E tOCATE,D r~S lt1R(47~RI3"N'!ldI„,Cv'i~"IN#f`~~+t~>dwFM y~'flh~' 9kG~iI ICi,~i„ i 41 a u~ "i3 a,, ~ ~,~p
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I 11 1 II i a b°° d,,\ '11-nll r~ 10-0 8-0 e ° e , L V H '~9i, (l~~`7~'R9 //J~~ `9~j~~(C~'~ j i PG;fth~ Malftl4kR a7 T&E" D('~h'~hr Et~AIIi~C3i~Nr. E;fidIJ!;~i#~ lix~F'J;x°~143E1 u.. ~ ~ F~~~
S J u`im kk~~. B" t'C~dF:~F'T hs~{f. F'L3~ G"l,iva~'~'?lt,F@~;N f}F' Pdhlf~lj,k'w~Ed yA$JF`S'tt"CG t9£` ~~ID t"f}ld Ma' F:(DIN(°Rg71: 1~I ua:4:~C1' Ci " ~i RS (7 ~~s~
4' ~ R ACCESSIBLE STRIPING PLAN / u~ . R{s~E~a~ {if,~ YI'`5~ ~ U ~S tip ~ \ SIDEWALK ~ ~ a a~~ f~PRrry,€~ ~,IfRla ~T ;eu°ti>f~t~~~ 'Cory! I~REf3~ F~~ I'r~ `;>rI~Y +~d~tu~t~ ~ '~s~p ~I~~ a a o ~i ~ ~ TI;S (l! 3(2z ~~LF,~ ' kh~3 a 1T+e S x~.. ~ ~ ~ ~ R ~
) C I h i I7 ~ ~ ~ b ~ ~ ~m , ~ ~ r(~ 1, ~rr~U~~f rl ?Ah,113''n,1.11~Ar~1~,$z''}~TM~"y~tyPn,LaY1~3E$Vs¢+y~~ ~'I~~L~y.iY:~. GpUs~y~y,CLQCfyt../C~ ufy'Iv#.f. ~~yMld3L€ryaw4ltT,pt,,~dy~~rNt1gN a1,! ld,Ti.kldiL'S, 1A1'.fi!#~ @:f7Lfll^".:4Nlgy v ~U7 ,nG y ~ a;
BACK OF WALK Il~ [ TWQI S.1 C~I'Hal 11\Gl~Yb'f!¢iC9LC hY~0i4~~wv~IW„, F17 ~31'kll.y~k~~W~'! A61 ~iJYrfl'hi.,Tl„ 11'd G'. YYI~~"ti~l. ~D I•J• (a ~ v
FACE OF CURB FLOWLIIVE FLAN VIEW ~ «;o ' a~ S, .N~ ~.GI~F DN Ti E tlNf :IDrlhlR Iii., bt1~~C £~r Ep ! (I~ i, I~I~ ~`L+~IlCSTd~~dl= 1`D i.~E i;3Rd^OG ~ Tl~r,~ aTRE~:". as qD iU a1 ' ~.y \ ~ ~ $
EXPANSIUN THIS PORTION OF RAMP MUST FALL WITHIN CROSSW ` ~~.a~~ EXPANSION .JOINT N~ &I•[E ~IQTk ak~ 7rz~ YdFfEI°.M.iTlt}f f~` ~i•u~t[ E3~'. ~ I {;q LL~"'j t'1Ik GI;'d:~ESE.n wl:hfl. hl~i ,~'d6l ~af+ B J a"DE2 j fl > ~ >7 r ~ ~ a ~ N N~ AF 9} ~ a ~ ~i~~ ~YT¢t ~~k G[3Rd "it'' ,hEtMk s t~ ~ IY Ce ~ A: ~ ~ 5 °
LIINITS r JOINT (TYP,) ' ; ° ',a • a • a , A• ~„a , • ; ~ DIAGONAL RAMP r x ~ d ~ r~ ~i , c -r ~e,~ USF wGig ~ N oNGFf F~ ~ ( ~ 1dR dtTl iT T1wi'~N Ie 2r9~CJ4?R iC} 1,„fl:fkjN ih R4YlJ T~ YvgtJ. ~;'IiC~ Cfl F ~iGI~t~AME ~ it '4f~ E`SrAIVSlFrN J~I{iY dllE! Tt'F,,f}III~' T ~„9•iF~"}. Tlil {.i)Y~:~I;7C'LiNhYE.i=~'ir'dIR R,~l~ib' k}[°dR S6k, ~tYYdk`l ~A1,7 A[a ~ ~
MAXIMUM 25 RADII W A W+A+9" X B FLAN VIEW t ~iY~sz Qldi ~;STG~ J'PVG R. !1 ~ ' , ( ~ ~ ~ ¢
---6'-0" -----4'-0" 6'-0" (60" MINIMUM FLOOR WIDTH) [NOT PERMISSIBLE FOR 5' 0,0' S,8' 5.8' 5.0'* ~ 1~, fNE 3~SI~4f .PE~7E Y~I64Pi aTd~~NnRY(£ ~:(,ttdE~a °s IA~,'C, FtL 5di y0 C'~11'IN TVi I~riEY'saES.fYS9PI ~~IkN WCIW.I} Glfy~ ~ Q~~maFB C"rs?1€~I,I~E~~ ~1 ~'Y ~^a~f ft'N~ #u~~ 1~f'IL<#~,v"Y1kN'l ~.~~il, ~ AftQI9+'~~E t, k a4 .Ei~'# ~Ev#"4~t 3'!Ti„ s,~ttillC4l;~Fi ~N. ~ B'~~~f
ELEVATION 6' 0,0' 6,8' S,8' 6,0'** DUAL RAMPS NEW CONSTRUCTION) ANY RADII TPNJ.id.I>NN,~ 9RhIEYd TDP"~" F'u'dfi~i~ s~ kikSTA:Y , ~.t#~TR !7N ~~~~R;
7' OA' 7,8' 7.3' 6,5'** (40" MINIMUM FLOOR WTD 0,0' 8,8' 73' 6,S'** I Tf9k L~l ~uU'f '~d`~ 96'~:iar,~i"'yr~lklF,~~`~k ~ t~~'7 ~9 Tai* u~;4~f~t~r`~G~ are; iMf FUR ED6" fT9F.' ~ rw Cry ~ ~~b," AIID I~ ~ 'dvH! t Cd~a1~h T~ATIq}7 1Nffi [ 1Yt `Cllr ;TDif" "E,E``ESTr'~f.AyN C Rtis'k1lY !S dJFCd;~r ~P>~t ~ YnA[. `rA~l' i 'd~dT't: ftlStl'c!1 f ~'•5 ~1°IAtL. ~ $ r~
EXISTING WALK i/4" PER FOOT 5' 2,0' T.8` 7.8' SA' !I iSE Pltt,f..nD .°i0 & tF fi;~,Y" E~iz.,l°~':Glldtinf' F;i`' ~lTi'!~~ i~ E,R~s"1t1A1.Rt tR~uR'K,>aQC ~iV C"~Ct+ St~x.:tG't~ik ~SvRt
m m ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1 5' 2,S' 8,3' $,1' 4.B' RAMP WIDTH AREA NP WIDTH AREA ~i-,~w. F(kti5, v %4. ?NT DrlfidSlt€Jn~ WM°!~"[Ei OF Tk~ 3~#"a~ald'~~4~v {`~t~*+~$`trrki.~C SN+a~! rt, 6 ~ t'T A Ee~l~" iPlD'i,X ~IRTTt ~E TFET <~R'
~ " FOOT N 5' 3,0' 8,8' $3' 4.4' 1S VARIABLE 1 J4 PER dARIABLE ~ G'. 3~, 'Tit~l' e1P+EE'i, NQfNU, I~`R~1PriDlT.U3»~'4~ TL TEE ~~thE' t,.IINE~ {ytiACL U5.I3 iFU't~1F1° 17 ~`i 1#rfF'GR1`t~Nz ~G NJQM„~'tIl:
S' 3,5' 93' S,4' 4.1' - ~"~yy D'4!F 1rQAf1 ~IS~~IPiQ WHII E~ t~Fh~td#,~"~ k~f, Cri4tsl&?~,D-~~ ~1t36~ td ~,GM~;.IC &Mt~ N to "?nJiAFG ~#G~tkL„ Si~CI~' ~It;~l ~i CJ p 0 0 0 Q ~ '~i I ( S l y A T d 1 J. © Q O 045„R ~ G,Th9(~ C:L,tat; ~k~ISR~6i~:~lT >~Pti UP~.'~~t+R„ +~fi't~t,i~N rP# hkRY ~~~(d~.BRE 'Ili:; ~L~Cs:ML~hi 1}T '~~CNG. al"Of !,lfiR fC ~C
. ',~a. •.t ---11 5' 4.0' 9,$' B,6' 3,8' z ~ ~ ~ ~ • ,.•.x~.~. ~ . b, ' : a', ` 5' 4.5' 103` 8.P 3.4' ca Pkd'f>U l ~.t, Tfj TIC I IdTF"~ f :E CT#t ~ hY3AdD~IkP ~ ~ ~ o I sW PPsYF~"hw ~f'kl,I. t3F L !Tf}NA'cC A ~lp~trflJ9ft >Ci' i4. F€~Y'.SA~d^ +33' pwliE~TRfd^R t-?»~"s,"~~iAl.~. ~
4. , d...' ~ 5' SA' 10.8' 8.9' 3,P W a'° J ~ ry ~ 6,. ~ Cb 1J V O,Q2"R ~ ~ 17 riw, Nr'at+ERrrNli NltsRfiNG~ ~i+1~! fr.F 3h~ 41 t,;1P'sC1a~ICS iyNTH TNf i.nT45~f' EGYTICN YJI TTiE Ydk1vUF1(:.d,F W~?I`QY~fia 7:~rAFr'~sM CpvTf'#G;. U'IJ LL'~I ~ ,M
B = X- A+9" o rl G ~ d ~~"~r ~ ~~I~uT~r~'M i~~,~IJ~wt ~ T~ ~FE~Ci~I ~yL~Y~ r~{7t~6i>l,bd~l"11t:}A# ~,~,r ril,; Ni~,t~sal ~AlRQL~lA S~,PPi.S~ly~Fr~~ ~T,"D `I'NlE ~ ~ o ~
i n.. a u, ( ) 4 -0 ORS -0 WALK 4'-0 B =DISTANCE FROM FRONT EDGE OF N U U Q 0 ~ ~ ~ltr~~r. raf, r~A~~C~EU~T M~~x~rr~ ~~":d E -GG~aI ~ l,r~la~~.. ~ ~m U U Q 0 I~ ~ ~ ~
CURB GUTTER SIDEWALK TO BAf:K POINT OF 7.2;1($33°la) SLOPE, cr ~r ~ V J
* BACK OF SIDEWALK DROP REQUIRED ~9° pp~4° - ~--~5„~ _ ~ ~ ~
FOR ALL SIDEWALK SLOPES, SS ~ L BACK OF SIDEWALK DROP REQUIRED N ° . • ; _r'+.~..r, 1-r~~• ~~~,Za" ~ by ~ a4'• y~, ,
~".,aa;.~~ ~ > {7 SU r-i ni ~ ~ m Q
ACCESSIBLE PARKING STANDARDS 5 ACCESSIBLE RAMPS FOR 51DEWtILR SLUNE U U4 -17 PRECAST G1 L5 U 6 6.. t TECTABLE CLASS "B"
NOT TO SCALE ALTERNATE MATERIAL MAY BE SUBSTITUTED, PROVIDED THE DETECTABLE ii NOT TO SCALE C-11 PRODUCT IS ON THE TOWN'S APPROVED MANUFACTURER LIST AND WARNING DOMES C° 11 11 CONCRETE SIGNATURE! uj ~RNING DOMES H
THE MANUFACTURER'S PRODUCT AND INSTALLATION SPECIFICATIONS ARE FOLLOWED. PRELIMINARY U. Vii
DO NOT USE FOR CONSTRUCTION FOR PERIlITTIPdG ONLY
CITY OF RALEIGH PUBLIC UTILITIES CY

~ 12"
UNDISTURBED EARTH UNDISTURBED 12° 12"
' ~ ORCOMPACTEI EARTH ~ MIN MIN ~ OR COMPACTED t LL 18" Ig" ~ ~
u u a ~ M MAX ? ~ ~ T.W. m ~ T.W. T.W. m
q~; ~T; a UNDISTURBED (V t I F Y EARTH ~ --~1-
. ~ - 'rt _ Z O.D 1. a Q QR COMPACTED ~ ~ ~ u . ~ ~ t~', ,1 ~
fi 2 ;!rte . 00 FILL ~ ~ 0 D' - t O.D. ~ d
I,, t ro U 1P ~ ~ Q ,,t ~ g 1 ~ LINE ~ .,I: ~ Q ~
~ y iitt~ti:. LL ~ ~ ~ ~ a ua a,. ~
~ w t ° o ~ a m~ o ,Y ' ~~,,'Ce7J~,'~„~+ '1§"'o1t
:r d, ~ CULVERT m ~ z I ~ I ~ , t Z ~ F" ~ 'r -e- y ~ 2 ° ~sC.~nr~ ~ i • ~ Ir --.?.r~`sf<.i''~a~z ~ ~ fl ~ h"c,'11 Q L~
n ~1r , ~ 44~ fir.;'... ~ ' t
SPRING . ut~ SPRING 3 y ' . , ; s ~ ~.x~ ~ , , ~ ~ ~ LINE ~ ~ ~ ~ m p Z UNDISTURBED ~ ~ ~ ~ ~ ~
fla - . - WATER R SANITARY SEWER llNES z 0 g EARTH a p g L>r Q W N,T,S, O CONCRETE BOX CULVERT Lu
w r_ I m ~ N.T.S PE OR COMPACTED FLEXI ~ ~
~ ate: " ; ~ {RCP) OR (CMP & SPIRAL RIB 5 48"0) FILL (HOPE) OR (PVC) OR (CMP > 48°P1) ~ U ~
- ~ • ~ NOTE: MINIMUM TRENCH WIDTH (T.W,) SMALL BE THE GREATER OF {1,25 O,D, + i2") OR {O,O. + 18") GENERAL NOTE'S
" „ 1. BEODSNG SHALL 5 1. BEODSNG SHALL 8E DUMPED CLASS I-A WORKED BY 7, ALL MATERIALS SHALL BE INSTALLED IN M+WMUM 8" li. REPLACE WET OR UNSUITABLE 501E AS NECESSARY
HAND, OR L1A55 _ , _ PROCTOR,IOCAI HAND, OR CLASS 1-B COMPACTED TO 85°k STANDARD LOOSE LIFTS 1N ACCORDANCE WITH ASiM D fi98, CLASS TO PROVIDE A SUITABLE BASE, AS DIRECTED BY PROCTOR, IOCAI CODE PERMITTING WITH III AND IV-A MATERIALS SHALL BE COMPACTED NEAR GEOTECHNICAL ENGINEER OROWNER,
ar ~~-fE, GEOTE HNI AC " ~ ~ NATIVE SOIL MA' GEOTECHNICAC ENGINEER AND OWNER APPROVAL, OPTIMUM MOISTURE CONTENL NATIVE SOIL MAYBE USED FOA BEDDII~ PROVIDED FT 12. WHERE GROUND WATER IS PRESENT CLASS 1-A MATERIAL
MEETS THE EMBEDMENT AND BACKFILL MATERIALS IN 8, FILL SALVAGED FROM EXCAVATION SHAI1 BE FREE ~ SHALL BEWRAPPEDWITH A NDN-WOVEN GEO•TEXTILE, Z
USE DOZER TRACKS TO CREATE GROOVES PERPENDICULAR TO THE SLOPE GROOVES WILL CATCH MEETS THE EMBI TABLE i EXCLUD ETAIL SEED, FERTILIZER, MULCH, RAINFALL AND DECREASE SEDIMENT IN RUNOFF. ~ TRACKING D TABLE i EXCLUDING CLASS IV-A, DEBRIS, ORGANICS AND ROCKS LARGER THAN 3'l EXCLUDING BEDDING MATERIAL BETWEEN 4" & 6"THICK. ~
2. HAUNCHIN H~ ii NOT TO SCALE HAND TO EtIMIN 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY 9. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, 13, CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT J HAND TO ELIM]NATE VOIDS AND SHALL BE CLA55I-p SHEETED, BRACED, OR OTHERWISE SUPPORTED IN FOR SOIL TYPE AND CLASSIFICATIONSFOR THIS PROJECT, ~ Q
C- i 2 OR CLASS I•B OF PREPARE SOIL BEFORE INSTALllNG BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED, NOTE: WHEN USING CEII.O•SEED D0 NOT OR CLASS I•B OR CLASS I] COMPACTED TO 95°l9 COMPLIANCE WITH OSHA REGULATIONS AND LOCAL ~
SEED PREPARED AREA. CELL•0-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. STANDARD PROt AS A HAUNCHINI STANDARD PROCTOR, PEA GRAVEL SHALL NOT BE USED ORDINANCES, 14. CONTRACTOR SHALL REFER TO THE LATEST VERSION ® Q AS A HAUNCHING MATERIAL, CLA55 III MATERIAL SHALL OF ASTM STANDARDS PRIOR TO CONSTRUCTION, ~ M
OEGIN AT THE TOP DF THE SLOPE BY ANCHORING THE BLANKET iN A 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE BE ALLOWED F01 BE ALLOWED FOR R]GID PIPE COMPACTED AT 95% 10. DESIGN ENGINEER SHALL DES]GNATE ON THE PLANS LU CO STANDARD PROCTOR, WHERE WATERTIGHT JOINTS ARE TO BE REQUIREb. W ~ ~ ~
UP-SLOPE PORTION OF THE TRENCH, ANCHOR THE BLANKET WTTH AROW OFSTAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. STANDARD PROt BACK FILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO PREPARED SOIL AND FOLD REMAINING i2" (30cm) PORTION OF THE BLANKET BACK OVER 3. INITIAL BACKFII 3. INITIAL BACKFILL SHALL BE CLASS I-A WORKED BY O ®N ~
SEED AND SOIL. SECURE BLANKET OVER SOIL WITH A ROW OF STAPLES~STAKES SPACED APPROXIMATELY i2" {30cm) APART ACROSS THE WIDTH OF THE BLANKET, HAND, OR CLASS STANDARD PROt HAND, OR CLASS I-B OR CLA55 II COMPACTED TO 90% TABLE 1: CLASSES OF EMBEDMENT AND BACKFILL MATERIALS ~ ~ U I STANDARD PROCTOR, OR CLASS III COMPACTED 95°!0 Z ~ ~
ROLL THE BIANKEi'S DOWN ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH THE APPROPRIATE SIDE AGATNSi THE SOILSURFALf. ALL. BLANKETS M115T 8E STANDARD PROCTOR,. CLASS I &II MATERAILSHAILBE
Y ACING STAPLES TAKES 1N APPROPRIATE LOCATIONS A5 SHOWN iN THE STAPLE PATTERN STANDARD pROt SECURELY FASTENED TO SOYL SURFACE 8 PL JS USED FOR FLEXII GUIDE, WHEN USING OPTIONAL DOT SYSTEM, STAPLESr5TAKE5 SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE 8`. USED FOR FLEXIBLE PIPE WHEN FILL HEIGHTS EXCEED ASTM D 2321 ASTM D 2487 % PASSING ATTERBERG LIMITS ~ ® ' ~ 8' MATERIAL USES MATERIALTYPE ~ ~ ~ ~
STAPLE PATTERN. CLASS SOIL GROUP 1 1(2 IN. NO, 4 N0.200 LL PY rq y„]
LED WITH APPROXIMATELY 2"-5" 5cm•12,5cm OVERLAP DEPENDING INd BLANKET TYPE TO ENSURE PROPER SEAM 4, FINAL BACKFiLL THE EDGES OF PARALLE! BLANKETS MUST BE STAP ( ) OR CLASS I-BOP 4, FINAL BACKFiLLSHALL BECLASS I-A WORKED BY HAND, IA NONE MANUFACTURED OPEN GRADED AGGREGATES 100°Io <,30% <5°k NON PLASTIC W Z .W.I ~ OR CLASS I-B OR CLASS II COMPACTED TO 90% W =
STANDARD PROt ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH TLS COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANI~f, STANDARD PROC STANDARD PROCTOR, OR CLASS III COMPACTED T095Mo IB N01~ MANUFACTURED DENSE GRADED AGGREGATES 100°k 550°k <5% NON PLASTIC Z ~ STANDARD PROCTOR, GVJ. <50°k OF ~ Q
CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WTTH AN APPROX[MATE 3" (7.5Em) OVERLAP. STAPLE 5. FINAL BACKFILL THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH. Cl A55 IV-A COMI 5. FINAL BACKFILL NOT UNDER PAVED ARIAS CAN 8E "COARSE W M CLASS IV-A COMPACTED TO 95°(o STANDARD PROCTOR, GP o FRACTION" ° D COARSE•GRAINED SOILS, CLEAN 100 h <5/o NON PLASTIC ae
6. ALL MATERIALS EROSION CONTROLBIANKETS SHALL BE INSTALLED FOLLOWING MANUFACTURERSSPEGB3CATIONS. 6. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE WITH SW >50% OF W ' COARSE
ASTM D 2321. ASTM D 2321. {Sff TABLE i) SP FRACTION"
GM <50°k OF <4 OR <"A" tINE C "COARSE ~
GC FRACTION" 12% 70 <7 OR >"A'"LINE U IA COARSE-GRAINED SOILS WJ FINES 100°k 50%
NOTE: IN LOOSE SOIL tXX•lDITIONS, THE USE OF STAPLE ~ STAKE LENGTHS GREATER THAN fi" (i5cm) MAY BE NECESSARYTO PROPERLY ANCHORTHE BLANKETS, 5M >50% OF >40R <"A" LINE "COARSE
SC FRACTION" >7 OR >"A'"LINE
3 TRENCH ~ BEDDING DETAILS ML z4 DR <"A" L1PIE 3 IV-A CL flNE-GRAINEDSOIIS 100% 100°k >Sb% <50
ER®SI®N C®NTROL BLANKET DETAIL
-12 C 1 FOR SLOPE INSTALLATION C' 1 ~ NOT TO SCALE >7 OR >"A" LINE ® Q
NOT TO SCALE z
C-12
Q
~ NQrC5: '
~ ~ a N z BACK Or C.uRB } ~ aLL IaORTAR a01N'r5 ARE TO pC 7/2"t 7/8" THICK 4 OLASS "6" CONCRETE YO BE USED
t~-S~. I~-E. N4tES'.' ~ _ 1 a' "'L ~ ` CL4SS "C'irlPo]UGFWttiE , a ~ ~ i ~ it FORMS RRE Tq RE JSEO FOR THE gON$TRUCTIpN OF THE BgTTOM $LAB
~ % of USED ~ ~ I ,jZ• r- ! x 4PDDNAL CCNMISI~ION- e) ~.~L'-6' Y A --N~ ~ E B ~ S' MASONRYFOR PIPE DtT PIPES PROM TpTAI CU.YO, OF' BRIOK ~ '
- ~ ~ 7'- E~Y%A~ YI~4R 4 9~AR [a ~ F: I~IMBp BR K WILL 8E PRF~IDTE6. CONCRETE BRLCK OR 4 50LI0 C~CRETE BLOCKS NIAY BEL~SED IN LIEU
04Wt'U,9 ATFO SY CNGNEER ~ ,Sj31' ~ A 6" A5 41AED CI A m OF CLAV 9RICK.
- Two T PIPE NEFP HDI.ES 2'-J tj4' ' ~ a io®E PLACEb AS ~ C=~'3 ~ a DIRECTED 9Y ENDOltEtt ~ ~ ~ 0 aLL CATCH BASIN OVER 3'^,8' iN DEPTH ,t BE C1 PRONpED WITH STEPS 1'_2' ON CENTER, STEPS SHALL V
XI Y PiAt; FOR C4N5T?bJC1IN uF B ~1'~ T' I£ ~ SECTION NY, BF 1N ACCURDANCE WITI'I $TD. NO. 1.02
SNCWI PDS410N OF ®DLY5 Tt£ 6OtTCad 51A6 a~-4 a •..a t PLAN g 15j32' p Of {~L A ST~IE ORWU CON91ST6VC. ~q°,f DEWEY BROS, CH-BN-20O0 FqR OVER B' IN HEICHT, ll5E 12" WALL TO 6' FROM TOP OF ~7 ~ OR APPROVED EAUAL WALL =
k9M ORATE & FRAME RENCNED 4F I C11E~ Pdoi ~ 7'-7 t'-7 5.4'; , ~ NO. 7BM S1ONE x g" _..I^ ~ ~ v
a,~j ~ 4P~USEFA~ STI~W.1~ " d oR~,aPPR4aED EW~-.q 9 6E PLACED AT EACH ~ 4, ; jd" % 9" I.C. weEP HOLE. C Gl 6" 2 8" A e" H ,-I ~ ~
IREI.oF.O PMrD1'- AIL DROP INLETS OVER !"1'1. -i PLAN OF GRATLNG ya ,!g
r-6' IN DEPTH W ~ ' is DEwflr u~iS. cH-eN-a Da s J 5/4 3' 3" ~ 4 D9R P7un+NEO W?TH 57EP$ ~ APFRt11~0 EDCAI, a" B" E _E pQ~9Z°Z H T ~ J°-~aQ
- _ ~ SHALL. ~ N tER STEPS I. 6 _ - - ~ ACC4ROwICE kgTN Sro. OUTLET ~ Hl +G' Hi - ~ H1+8"Hi ~ ~
a /y~ _.t_ C
i ~ i N Y' N 8 I.^
I . • ~ 6 I, n'•, Sj<. I { I ? 2 1 2 1/S fi E~vn ~LEVart1gN W ~ ~ ~
5 DOWfl i' DIPRESSIa4 ~ S'GCTION-AA 3y®• WHERE 30" TO 38" PipF IS USED ~ ~p "E VATfON V
- o4REL - { 9, SEOTtON JJ 8° WHERE 42" TO 54" PIPE i$ USED t ~ SECTbN-MM
SEE NOTE 1'-3 1jC - ID _ SEGIIDN -Yr SEDFIaN-%X
~ p ~ - ~ ~ z•-J i1T I " ~ E aN6 ~ ~~dD~ '~°`E
n NSION3 , 1~' FCR INLET .~il~IAADS i C 0' -+j 1' Di 8 F _E43.. E PI ~ 9~ 1~-p'
o H.~. wmi r Ploox ~ cu iNrnrtuS ' Jj+$" A H--"'~'-~~1 FI).LH . ---~5-" 0.C15 0.626 o t2" J, 2, Z'~6 0.283 4.222 x824 4,d3J D.4J6
15. 3'-6' LO2t D~4JJ aIMS 4 18, ~'-5 Ltsv a45o ane3 O _ r-, Jh- I VIEW WHEN s" x g" F ~ a I SEAL W ;r. CURB IS USED IN PLACED 1 L ~ ~
0 2a° s' a~:~ o.2s, a222 I.z4a .Dos al Ti~.~i N 9B OINiENSI0N5 cOR C}~ANNELS X4434 OF hbOO ~ ~ ~ ~ I ~ ~
CIIANNELS~._ NO,~ 512E LENGTH TpTALiLIN E I ~ t; ° "6'~ Fo
a FT:E t ~ o ',2 2 3"X4.9" q'..q„ 5,_~~ PLC PLAN a®~~®A~o+sa®~ol~~®o® a°~ F
o ~ P 7 3"}(4.9,' 2~,.-6" 5''c" P ®8776 3191 94 a7
n~~
Ot ~ i 8 N
~ ~ E >,g
s~
NOTES: o ~ ~ CLASS CONCRETE TQ 6E iHR4UGHWT.
1 - p1 ~ q N,I. CATCH Basui OVER J'-S' M DEPTH iO BE PNOADED $ / 2 6" A „ ACCORDANCE 91RH Sfb, N4. IA2 s_
~ E ,M/ ~ A" 5 - 4NOLmIIC PWR, 2' SC6Y~VAY ~~y~ ~ ^F;QUAL~LY SPACED ~ S $8 BA:cS °W' EQUALLY SPACE6 II p y y ~ p q~ ~
Q 1 OPTH1NAl CONSTRUCi~V M ~4 BARS ~ I OR 4 RAR DOWELS AT 12 CENTERS AS bWECTEa 8Y ENGINEERS. ~ ERUAU.Y SPACED ~8 BARS "W EQUALLY 5PAOFC ~ E ~ 0 ~ ~ ARgLLTD4 BE USED PCfl 711E CQNSiRUC114N OF INE ~ 3" z/2 k'--- 5' S ~ ~ G1 ~ Q ~
4 2" - ~ ('y FOR B' 0d FiEICIR OR L~3 JSE 8' LE33 USE wAUS AND EttiTC4Af 51ABS W ~ R J~ ~ ~~M ~ ~
'i t OVER AND UP t9 IS' '•N' HEIDHT USE R' WALLS AYD ~ ~ R r" R a O © f SOTTdfd SNB. gtktfllRES i0 BC A0.1lr3TE4 ACCDRDINOLY o.~sa~av,~°4
~ ~ 4 BARS F 5' - a D - r 8~ x ~ ~QL}ALLY I 1 ~ l F r-- 5' $PACEO I 3' PLAN ~ 'O °O ~ ~ p 5
~ Z "Lr~E~uALLY F iI{ " SPACED I 111 3 ~ " , ~ CURB ANO GUTTER y N y N ,N'~" ~ ~ D } r ~ $ Wi'Iti OATCkI BASIA' ON STEEP CRAOE ~ ~ ~ ~ ~ ~ ~ ~
~;,i CURB AND GUTTER ~ UI A' X 5' EW 4YHCN (7 WITH CATCH BASIN CN STEEF GRADES 7 ~ ~ CURB IS USED fN PLACED y7D, STEPS tO2 ~ 6,~ ~ ~ ~ ~ ~ ~ ~'d
• ~ -0F HOOb ~ ~ T ' DE ATtON_ PL4N OF TOP SLAB g" 8~. QI g , USE ON FIAT GRADES 2R & UNDER ~ ~ ~ g
~ S 6~• SECTION NLd 17' s. BACK oP euRa
~ USE ON FlA GRACES 2X & UNDER DENtE1' EROS, CH-BN-2DD0 x OR APPRtIVEC EQUAL 2" 41 BARS "U° t 11 ~ 3 EPRES5E0 3 ~ ~ ~ ~ ~ ~
uA. ~ ~ - Z .E. Z 6" 6 B 6" _ 4 BAR58 SARS "YF t 3 • ° GUTTER FINE ~~5~ SECTION-RR ~ LEA VATION 8" .-i N M ~ 8 8# E
gr Y ~f 4 BARS "U" , 91 7' 3' CEPRE55E0 } f: r A q _ NORMAL OURS & GUTTER qN LtGHT QRPOES ~ 8'2 ~
~u - CLfTfER LINF, i • " M I . A T.~ M ~ 4 d ~~daE ° ~4 8AR$' NORMAL GUTTER LINE
SECTION-RR f I B H'+N' ' A d 6 ,-,ELE~YA71©N ~ I ht F I p % U EOUAILY SPACEDI
NDRNAI, CURB & GUTTER ON LIGHT GRACES NOR.AIAL GUTTER LINE fir, BARS , Pl$N USE CN GRADES 2% & (NER
EQUALLY SPACED ~ pN GRADES 2~ ~ OVER PLAN ~ END ELEVATION Z i ~ F ` f - y ~ B" fIEPRE$SED ~
3 ~ _ USE ' 6" " ~-F~- WiIERE 30" TD 36" PIPE IS USEC ~ SECTION-SS 10" L+ CUTTER UNE ~ 1 l,,_ MAX B. J J Z
x § ~ g' SECTION JJ y F _....E 91/2" 10° DEPRESSED 9 6" _ ELEVATION • . ~ ~ O ~Q
AJAX CUTTER LINE NORMAL GURI~ & GUTTER ON STEEP T;HAOFS ~ ~
~ ~ ELEVATKN A B" r--- LI rI NIN.OINEHSIQ!6i~+-~N NkM9 C6Tf flA^p~ - NDNIA OP 111°t'AND PipE CQdER R INFO C - N7 Ilt !LO ~ N ~
3 8 ~ - ~ are: wsrtNae smr oewls B~ } ~ HM1 ~ U i B J F++i i i 3'- .a'„ - ~ 4 _ _ _ _ ^ 0.261 0. A8 1 0,321. - OA 0, n z
U p F ~ A t- yF u _ "I F ' i6' 3'-0" P-2` ' 2'$ - - 0.26: °z6t AAQ2 pQAt'E 0.321 - °.0.`AB 9A47 'C 1` ' 16' ' - - 2'-Ifi - , ` - - - 0.'81 0.~t 0.909 NIN.ht 0.321 00647 0,860 N .O '~1 3,_4. ^ _ - - 0261 6,284 1,0.Tp 03}s O.D764 0.113 ~ G ~
c_ r ~ • I ' - - _ aTie ~ a o. ~ SEGT90N Xx ¢ n ~ 11114 tI IIII1 vA P-t0 4'-C 4 f•-C lf~~p 4 3 t'•t' 45 4.19'7 9.3'td .OS71 1.309 0.378 D.t88 Ot22d °,170 ~ ^ ~ op' 6-b' i, d" AD 2'~i' S'-6' 6 1` 6' 3 3 3" ~ 3 .4'-S te. ! D.13.5 0,375 OSQ°~ 1:8+1 H1 0~J9f 0117 0.'M001 Qa}a y( ~ ~ ,~j '~°'S "'t
~ r. r. • I i i ~ q°mtJ„a SCI ~ ~.,~a. ~ e°~'~I _ T B ~ I - I ~ ipi., .,.13_~ 0. -dr 4 c d 2 ~1.n I s 2 S P.S 40 Ot~ , 0.<t0 0507 2~ p.3}t 6.+20 0117 0.31J~' O.A22 ~
"a y } j G 5a3i s~3 pp:i am aatt art 2f Y-tlfC 6~f 7 i 11 3 .Y-Y ) j Y p~Sl 9'])68 16 9H),~ 0 8 AIM 0.1iA A O SECTION-Y( A 'pN~' I+" ..p 2 1f ~ i-:f DfM 8 I9 ,1i5 N Gpp aY,6~WY Asa',) PLAN L54" 3-C 2'-7.i - V " ~;-T Qa;a o~ ess ~.za, l y :I ~E Ll Q fJ G1 C.
~.iT l~f Wtt qq:6 l 6~ 1.-f ) y.~l~ 5 Y.It' Y' 4.IN ' A166' Ip 34Nt , 0124 0.015 0.i1~ GRI $ p m ~ ~ ~ ~ 9•f 5,:1 3-W 6 t-If ) n+r A' Afp - )'•C C-F i•-I 9'- L J. 0
SHEET
r'. PRELIMINARY W DO NOT USE FOR CONSTRUCTION 1
A FOR PERMITTING ONLY -1 ~
I CITY OF RALEIGH PUBLIC UTILITIES CY

lOp~ FOR CL4R1'TY NOT SHD'NN SPECIES SPACING SIZE ~
CONSTRUCTION SEQUENCE NOTE: RISFRFt N SOFl RUSH 2' I GAL
RISING STEM TO BE PROVIDED WITH iCCKTNG ~A~OIy„ FOR WET DETENTION POND: 10' MIN ~'~3,„~ "3p3~ VIRGINIAIW5 6' IGAL N
TALL EROSION CONTROLS, pAM WIDTH SYSTEM TO PREVENT LAKE DRAINAGE IXCEPT 1, INS I~TF -RICE CUTGRASS 3' I GAL ~
BY AUTHORIZED PEASONEL OV T H RACK W 6"OPENINGS FROM 1 "ALUM. BARS, ANCHOR TO RMFD~ REMR A$LE RAS / 12 Tp~~rR PICERELWEED 3.S ~ ,~7~ ARROW ARUM Z.5 I GAL F"" ~ ~
2, CONSTRUCT DAM BASE AND AREAS BELOW THE RISE g ~~gTdO AEON. SOFT-STEM BULRUSH 4' I GAL M "'~:i ~ ~
NORMAL PODL CONSTRUCTION T08E PERFORMED `'~2•~ CATTAIL I GAL 8 U Cp
UNDER THE INSPECTION OF THE GEOTECHNTCAL ENGINEER. SEED UPON COMPLETION. *~i ' ~ ~
ANCHOR RIS]NG STEM AND AT MIDDLE & TOP PER ~ ~ ri „r? ~ ~ gn LITTOAALSHELF ~ t,~~~ ~ 0: ~
3. INSTALL OUTLET PIPE,
STONE FILTER RING, i/2"ALUM, ANTI MANUF. RECOMMENDATIONS VORTEX PLATE TOP OF DAM ELEVATION=305.00 +6" TO.6" -6" TO d8" 18" TO'24" ~ FESCUE RICECUTGRASS ~ ~ Q ~ ~
4. CONSTRUCT OUTLET STRUCTURE, SOFT RUSH ~ Q ~
IDO YEAR STORM ELEVATION=303.77 PKERELWEED CATTAIL Z VIRGINIA IRIS ARROWARUM ~
5. REMOVE ACCUMULATED SEDIMENT AND SEED UPON COMPIfTiOId, 3 FREEBOARD=5.7 if TOP OF RISER ELEVATION=303.50 SOFT-STEM BULRUSH ~ ~ ~
5,0'x5,0' SffPAGE 25 YEAR STORM ELEVATION=3D3.44
3 COLLAR, SEE DETIAL 1 ]NTERMEDIATE WEIR ELEVATION = 301.D0
10 1 YEAR STORM €tEVATION =301AD
~L PO NORMAL POOL}
1H" RCP WITH WATER TIGHT SEAL NORMAL POND ELEVATION = 299.30 1 10 ~
PIPE TO BE BEDDED IUFf Qn~- PER DIRECTION OF GEOTECHNICAL SHELF (~a
ENGINEEiR 5'x5' PRECAST TYPICAL LITTORAL SHELF VEGETATION DETAIL .1
CONCRETE EK1X FLARED ETdD SCALE: N3.5.
SECTION 3 TEMP, STONE FILTETZ Ri1dG FILTETt Ri1dG Q ~ OPERATION AND MAINTENANCE ~ 'Q~.e" ~M
5' ANGLE PLATE -1 1 t'r, •-;e,r:..i, ; - PONDBOTTOMELEV.=~ PONDBOTTOMELEV.=29536 North Carolina stormwater rules require annual inspections by t1le regulating agentyof wet detazNion parxfs ass minimum, More W (j~, ~ ~
~ ' frequent inspections by the land owner or pond operator are strongly encouragazl to enure the proper opedalion ~ a wct d~entian ®N m
INV=2953 : ' INV=291.85 - pond, The Town of Gamaz can require mare frequent inspections. ~VI Town of Gamer and North Carolina Departmart of Erwironment ® l0 and Natural Resources code4 shalt be consulted, ~ ~ E.7 ~
ELEV.=293,5 °
3'x3`x6"DRAIN `i'' SUPPORT CONC, BASE The Town of Garner wip inspect BMP's on an annua! basis and forward a list of any required deficiendes ar repairs to the propazty f;~ Q Z ~ awner(responstbleporty. The property ownerJrespansible party will have 96 days to correct alt deficierrtcies and make all repairs to the Z =
RIP RAP APRON 3' NBN • 3(4" DIA, A307 satisfaction of the Town Engineer. Failure to satisfactorily complete the repairs within the 90 days vdil cause the bmp to be dedazed a ~ ~ X71 2.1/2" 2-1(4" 2'1/2" 2-i(4" 2-1r2" BOLTS (4 PER PLATE REQ'D) nuisar~e as provided for in Section 6-I7 of the Garner Town Cade. Abatement of the nuisance will proceed a5 provided for in Chaptaz fi, ~ ~ r-1
5EE DETAIL 6" DIP POND I POND DRAIN TRASH RACK DRAIN PIPE WJWASHER & LOCKBVG NUT Article II of the Garner Town Code. Z ~ ~ ~
1 ASTM C-9235EAI. n A. Rainfall Event ~ M
BETWEEK BARREt& (xNdCRETE SHALL BE PLACED IN R15ER AFTER ANGLES ARE 4' N. RiSER,RISERBASETO 12°x12"x3/4" 12°x12 x3(4 1, inspect the basin after every runa6-pradudng rainfall event, Z p
BE FILLED WITH CONC. SECURED TO BASE AND RISER. ~y PLATE PLATE 2" 2, Remove debris from the trash rack, inlet pipes and outict pipes. LU ~
CUTOFF TRENCH TO INVERT OF BARREL , 3, Check and dear the orifice of any oketruc4ons, W
APPROXIMATE SIZE B, Monthly Irspection 6"
EXCAVATE AND BACKFILL 1, Inspect the 1>a~n monthly ~
WITH COMPACTED 8"X8"Xl"X12" LONG ANGLE 6 TOT: REQUIRED) TO ANCHOR RISER STRUCTURAL FILL AS 2, Remove debris from the trash rack, inlet pipes and outlet pipes,
TO BASE. PROVIDE 2.3/4" A307 BDLTS FROM ANGLE TO RISER R15ER JOINT DIRECTED 8Y GEOTECHNICAL AND 2-A307 "J" HOOKS 3/4" DIA. X 12 LONG FROM ANGLE TO 7'x7'x1.5' CONC. BASE REINFORCE WITH #4 BARS AT 12" O.C. TOP R15ER JOINT 3, Check and cl~r the orifice of arty obstructions. ~ 4, Check the pond side slopes, remove trash and repair eroded areas before the next rai~alf event.
BASE, ANGLE TO BE FIELD COATED WITH ZINC RICH PAINT AFTER AND BOTTOM OF EACH DIRECTION PROVIDE 3" MIN. CLEARANCE ENGINEER CONSTRUCTION. "J" HOOKS TO BE PLACED UNDER LOWER BETWEEN EDGE OF CONC. AND STEEL REINFORCING, 5. Check the vegetative and rock filters for sediment accumulation, er~ion and proper opNation ct the flow spr~der 8~~ mechanism and repair as necessary.
REINFORCING STEEL 6,~ C. Quarterly Ir~p~tion
115'-18"RCP @ 3.0%
1. Inspect the collection system (i.e. catch bin, pipes and grass swalas}far properfurwt(oning. Cl~r accumrd~ttrash 2" from basin grates and basin bottoms, gredc piping fa• ob~uttion5. W
2. Check pond inlet pipes far undercutting, replace riprap and repair broken pipes
PROFILE OF WET POND DETEMION SYSTEM SCALE: N.T,S, 3. Reset grassed swale~, including the vegetated filter if applicable, twice a y~r as nary. Aepair eroded areas immediately. Q
12° 5.0'
12" D, Six Month inspaztlon ~ W Q
2.5' HOLE LOCATION 1. Remove accumulated sediment from the bottom of the outlet structure or other az~s where accumulated sedment is ncted,
AN OR PLATE FOR ANCHOR BOLTS 2. Check the pond depth at various points in the ports. if the det~tit is reduced to 75°k of the origir~l design depth, sediment is to be removed to at lei the odginel desi~ depts.
• ~ s J #4 REBAR @ 12" OC .R @ 12" oC 3, Operate any valves or mechanical components tq verify they are in mooring order. ;Q,
CONCRETE BOX ` a `t IN FRONT & REAR FACE 18" RCP ~ T & REAR FACE 4. Inspect the embankment taWng note of arty wet arms where water rr~y be seeping through the ail. Contact the Town Engineering Departmerrt if sage is notazi.
" ~ ~ ~ ~ ~ - ~ ~ OF COLLAR, ~REBARTO i(2 ALUM. BAR AR. REBAR TO 5, Rerrwve deposited sediment along v~Jetated filter strip and concr~e level spreader, espedally from the upstr~m edge,
HAVE 3" MIN. CONC COVER ON 3" X 3"GRID CONCRETE E]0 ' MIN. CONC CODER to maintain original contours and grading. Repair channels that form and re~ade thefllter strip to enure that the runoff Vi flows evenly in a thin sheet over the concrete level spreader. Repair concrete level spreader as necessary and reed and
- • ~ , _ FROM EDGE OR FACE OF COLLAI , ICE OR FACE OF COLLAR regrade the filter strip to maintain a dense growth of vegelation, F'
E, General Inspection is
. NOTES: b" DIP WET POND 1. Mow the side slopes, not including normally submerge vegetated shelf, according to the season. Ma>amum grass height CONCRETE TO BE 3060 PSI is to be bin,
FILL BANK DRAIN i, ALL CONCRETE TO $E 300E NON-FLY ASH I-FLY ASH 2, Cattails and other indigenous wetland plants era encaurag~ along the perimeter, however, they must be removed when
I' 1' 2. APPLY 1(2" THICK WRAP OI SLY 1(2" THICK WRAP OF they rover the entire surface area of the pond. ~
ASPHALTIC CEMENTAROUn 3. No woody vegetation shall be ailow~ to grow on the emb~bnerft wfthaut spedal t~sign prov~ons. U HALTIC CEMENT AROUND 4. Debris shall to removed from blacking the inlet and outlet structures and from areas of paierrtial dogging, p, ~ U
18" RCP ~ DISCHARGE PIPE 6" BEYIXVI CHARGE PIPE 6" BEYOND 5, Periodic removal of dead vegetation shall be aaam~istujd. H ~ Z 6, The orifice is designazl to draw down the pond in 2.5 days, If draw dawn N not aaomplished'm that time, the system = ~
AWWA 5,0~ PLANNED SEPPAGE COLLAA ALUM, 90° ELBOW GATE VALVE ON gOTy ~p~, SVNED SEPPAGE COLLAR W p+' must be clogged. The source of the dogging mgt be found and eliminated.
ANGLE BAR BOTH SIDES. 7. A0 components of the detention pond system mud be kept in good working orc~•,
3, APPLY ADDITIONAL ASPHF W14"x4'hCl(4" CEMENT AT PIPEJSEEPAGE PLY ADDITIONAL ASPHAiTIC 0 d ~ ~ 4ENT AT PIPEJSEEPAGE W
f ANCHOR B~.TS ~ ~ COLLAR INTERFACE ON .LARIPlTERFACEON u- GN7
~ . - UPSTREAM FACES, e-t STREAM FACES, 1.75" DIA. ~ ~
' ,r 2.5' " 4 4, TO BE FIELD INSPECED BY „ s ,.n. , BE FIELD INSPECED BY pVC EL$~+ W
" ~CO(~CRETE ~3LL, BY GEOTECHNICAL ENGINE 6 GEOTECHNICAL ENGINEtTt WALL'V"""^-~-
ASPHALTIC CEMENT TO ME CONC~ETE.PAD 'HALTICCEMENT TO MEET'
' ' ' OR EXCEED F~ER,41. 3'x3'xd" CONC. PAD EXCEED F~ER41. L75" PVC TEE JOINT
SPECIRCATION SS-153 TYPE 1: ASTM-D-2822-75 :CIRCATION SS-153 ®®i~~ B B ~'rt 8 dt t#yar °E 1: ASTM-D-2822-75 ~®e` ~pqq,~~ ~~~~,J® f~f~
3' CONCRETE PAD TYPE 1. .,~°a W, ~°gpR00Pq° d9 'PE 1. 10' MIN ~~~~.~~,d~~~ ~
Facxlr VIEW
TRASH RACK ON WET DETENTION POND DRAIN CONCRETE SEEPAGE COLLAR DAM WIDTH PERM, POND ELEV.= 29930 ~ ~ ~ g . ;
SCALE: NT.S, TOP OF CURB SCALE: N.T,S, $ 24340$ ~
TO BE LEVEL /g~gp @p+(~j
MAINTENANCE SPREADER UP 0~ V
INSPECT THE LEVEL SPREADER AFTER EVERY RAINFALL UNTIL VEGETATION 1S ESTABLISHED AND PRE~ERLY MAKE ANY NEEDED ,pl . .4 .,,td
REPAIRS, AFTER THE AREA HAS BEEN STABILIZED, MAKE PE3LTODIC 3" LAYER dF 12"MIN.
INSPECTIONS AND KEEP VEGETATION ]N A HEALTHY; VIGOROUS FLOW #57 STONE CONDiTiCPf, DIRECTION RIPARIAN
SPREADER lIP-CONSTRUCT THE LEVEL L]P ON UNDISTURBED SOIL BUFFER
TO UNIFQRM HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE " SPREADER, PROTECT Ti WITH AN EROSION RESISTANT MATERU1t. ~ ` ` '
SUCW AS SURGE STONE TO PREVENT ER~ION, TO BECOME , SOLid TOP WITH FLOW ~ ~ S
ESTABLISHED. ~ ~ ~s MANHOLE RING & COVER PVC DRAIN OUTLET Ct ~ ,a
OUTLETAREA- THE OUTLET DISPOSAL AREA MUST ~ GENERALLY SMOOTH AND WELL VEGETATED WITH A MAXIMUM SLOPE OF i0%, GRASS LINED 3 SCALE: N.T,S, ~ r ~ ~
' CHANNELS" 3 ' 3' WIDE STRIP 3 1 ~ ~ ~a
ET TE ALL DISTURBEDARFAS GRASS 't""'°~~? DEEP, 1' WIDE, VEG A H NE3. • 5EE PLANS FOR OF FILTE32 ~ . CAN OUTLET PIPE , , LENGTH AND FABRI 1'-6"CURB ~ ~ 10 TOP OF RISER = 299.86 ~ E ~ 5 ~ ~ ~ .y
CONSTRUCTION SPECIFIGAT]~VS ELEVATION AND GUTTER ~L ffi ~
1. THE MATTING SHOULD BE A MINIMUM OF 4 FEET WIDE f " . U,~y, 12" PVC 1 12" PVC WITH WATERTIGHT SEAL ~ NORMAL POItlD ELEVATION = 29936 ~ ~ € ~ E
EXTENDING b INCHES OVER THE LIP AND BURIED 6 BVCHE5 PIPE TO E DEEP ]N A VERTICAL TRENCH ON THE LOW€R EDGE, ,~'°'%''}"a,~"''~~"'°~f~ i~ ' a CROSS SECTION PER DIRE PIPE TO BE BEADED 16FT LITiORa. ° ~ ~ ~ 9 ~ w ep` °B PER DIRECTION OF GEOTECHNICAL SHELF 1,75" DIP t38OW _ ~ o o o a ~ °
THE UPPF32 EDGE SHOULD BUTT AGAINST SMOOTHLYCUT ;.,.,,z:`~., ~;?'ti^°r,'"'~'~; ~ ~ ENGINEEF SOD AND BE SECURELY HELD IN PLACEWAHCL~ELY a',.-^~~--.=~,t+. -~°`'~::~,:~rrr•- ~ SEE DETAIL ~ w ~ ENGINEER 4'x4' PRECAST a o a ~ ~ ~ ~ ~ ~ 6
SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12 B9tkiE5 L(XVG, ..s CONCRETE CURB r,,;;-, ' CONCRETE BOX ~j o 6'
2. ENSURE THAT THE SPREADER iS LEVEL, FOR UNIFORM SPREADING AND GUTTER ~ t ~ ~ ~'o m~'6
OF STORM RUNOFF, OUTFALt ,,.;,.,,y`,, #575TONEON PIPE
3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL. FILTER FAJ;A]C ,
(NOT DN FLU.) 5 LONG x 5 WIDE ptAN y~y GRA55 INV=297,32 INV=z97.a6 ~ o ^ r ci ~
4, CONSTRUCT A 20 FOOT TRANSITION SEL'370N FROM THE CHANNEL D]VERSION CHANNEL TO BLEND SMOOTHLY WITH THE WIDTH
AND DEPTH OF THE LEVEL SPREADER,
5, DISPERSE RUNOFF FROM THE SPREADER AQt(ffiS A PROPERLY
STABILIZED SLOPE, NOT TO EXCEED 1D%, MAKE SIME THAT ~ ~ THE SLOPE IS SUFFICIENTLY SMOOTH TO KEEP THE FLOW FROM ;r ? ' ~ t ~ ~ ` ~ ~ t ~ ;
3, CONCENTRATING, v~ ; - ~`,`:~,;F J OUTFAtLTOLEVELSPREADER
6. IMMEDIATELY AFTER IT'S CONSTRUCTION, APPRQPRIATELY SEES) ° ~ l'.,. ~e.My~, CONCRETE SHALL BE PLACED 1N RISER TO ~ W
AND MULCH THE ENTIRE DISTUREIED AREA ~ THE LEVEL STAND LEVEL SPREADER SPREADER, 8 CLASS B RIP-Rl~ EIEV,=295.80 THE ELEVATIONS SHOWN J ..I ~
SCALE: N.TS, OVER FILTER F RTC AB O ~
FOREBAY 96'-12"PVC @ O,SD°k N ~ ' 0,50°k n! ~ T
.O ~ rY
TORMINATER MANAGEMENT SYSTEM #1 DETAILS 1 S ~ ^ Z v PROFILE OF WET POND DETENTION SYSTEM (1" STORM CONTROL) ~ ~
C' ~ 3 NOT TO SCALE SCALE: N,T.S, ~ d] a' s n ~
V J Ot~UL1a`
SIGNATURE SHEET
PRELIMINARY
DO NOT USE FOR CONSTRUCTION - FOR PERMITTING ONLY
CITY OF RALEIGH PUBLIC UTILMES

n
4' MIN, SILT FENCE CONCRETE BLOCK CATCH BASIN
1 ~ 1 / SEDDdENT STORAGE 20NE N
STANDARD METAL POSTS 2'-0" IN GROUND
~ ` / a, ®Y y' " 4
1 RAGE ZONE GAIVANU.EO HARDWARE CLOTH ~i, SEDIMENT STO 112" x ij2"GRID ' J ~ o ~ o
'`n'' (TOTAL BASIN CAPAGT(Yj FLOOD 5TORAGEZONE • "r.~ `t'.y.'K"'e', 'I R GALVANIZED HARDWARE WIRE ~ ' ~j` Q ~
,.•1. i,D, TDP DF SILT FENCE MUST BE AT LEAST 1' ; ~ ! . s' EXTENDS TO TOP OF BOX `t ~ ~ . `'~~M
' RoW EDLVERTPIPE ABOVE THE TDP DF i`> i:s --ir- 1 THE WASHED STONE ' ~
~ "U ~'f ; FUTURE 5(ORM DRAIN PIPE 15 fry' ~ ~ ~ ~,~~o, t' • f, ~ ~
ND. 5 WASHED STONE FB.TER SILT FENCE BAFRE5(ttPJ CONCRETE FOORNGPAD S~ ~
CULVERT PIPE ~ No. 5 W ED 5FONE FILTERLAIDAGAGNST "t ~ f GALVANIZED HARDWARE CLEAN OUT POINT HARDWARE Cl.OTH(1:1 MARNIUM SLOPE) aZ
",..~I L TH 12" GRID (lI2 DEPTH SEDIMENT STORAGE ZONE) c a w~ r FRONT VIEW ~o o
SECTI VIEW BURY WD~E FENCE, 4~- FILTER FA~TC, _ ~o~
PERSPECTIVE VIEW AND HARnWARE CLOTH IN TRENCH STEEL FENCE PDS - `0~a o
STEEL FENCE PD SET MAX 2' APAR
F ATCH ASIN RI ER TILT N FILL SITS Ra'uNn 1NT° S°` WIRE FENCE ~ o
S, AAkEEBABQY AS NEEDED PWGGPIG OIDSIDEWAtSBLOtlCG W( HARDWARE CLOTH A, a.lNSrw.cnraeasmws~n.~x. & 3. arraFES,c~nxaGws C, ~ p
2, NiOVIDE SEDIM1ENTSTORAGE 7ANE, 4, EEGAV FIAGTFlLLSECfIUN. MiMTARAND PESU0.DING RLSER FaTER ATTOPOF SUB~QUE'M' RWS. - 6, WNTWUEFNING,
FILTER aF + ~ zNDRISERIFaTER WASHED STONE
DEGOIED FlNAL GRADE ROW STFRL t 0° °L ~ ~ ~
E~TPi~ ,.p, 3' FILTER FABRIC sr~IF>ENr EA~ANr o DN GROUND p g ~
B7DRAGE ZQIE ~ Cb p~, FLOW - °o~~0 0°~0o NOTES
~TD~ ~,oo4f8, °o`b aFaDV4 >gsrmGwFE °~i$1 g0°~°Ocb° 0 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLEr I5 COVERED. ' I5 COVER®. NOTE:
Ta+BASmRrsER~FarER o ° ~°`0 ° 0 2 REPLACE STONE AS NEEDED TO ENSURE DEWATERING, $~bo o°0 0 1. INSPECT INLET PROTECTION AND REMOVE SEDIMENT
D. 7, CATCH BASIN WILL EVENIUPIJ.YREAAi DESNFD E, 9. STPSaQE ALLDISNAtBED~aE%CEDTSEDIFENfS(OAAGEZONE F, IO, ONCEFtLLI55TPBaIZEO~AiSPECffDdARI{04ED,DISP4PNilE FlNAL GRADE.8U0.D FINALRLSERWaTF1tATTH6P~4T. W(PAYEhENf, VEGETATION, ETC FatERr>MDG SLGCI4&FIIL ~INM1ENTGI'OPAGE ZCNE. AFTER EACH RAIN EVENT. GRAVEL SHOULD BE REPLACED # 57 WASHED STONE PLACED TO A HEIGHT OF 12"•1B" MINIMUM ABOVE TOP OF BOX ~ m U Wi
B. FILL A116U(SEOPENfZIXtlE 11. GTAB[D7EGARESOIL W iEDNfNf STORAGEZOf4E. rABatzFDSOa rAetutEDSOa BURY K7RE FENCE AND HARDWARE CLOTH BURY 6. OF UPPER EDGE DF AND REPAIRS MADE AS NEEDED, d ~ ~
DR<sERrFarrRffwN.) ~ FILTER FABRIC DJ TRENCH 1GT FRL lBT FILL C7 C7 * ~
FQ4N. F6YAL i6TFA1 ' FILL LL ~ 3RD ".7; ~~Up1
r 3AD FILL 3RD FRL ,a ~ ~ RDFl11 ND ~ SECTIaN VIEW i IWll~~~1 e~;~ Q
~r I „!6' t~ ZNIS FN. NDFOL 2ND FH1. ~ ~ pG
FOVIGHED CA'f CIi B4SfN ' A m
C ll1V 1 1 ~ NORTil CAROLIN C LINTY "o~t~~`~AROL'N STANDARD GRAVEL YARD INLET PRQTECTION ~ ~
} w STANDARD SILT FENCE OUTLET TER. IL A N AT w
TAN EFFECTIVE: 01/31/08 EFFECTIVE: Oi/31/08 EFFECTIVE: 81/31108
NOTES,
1. CONSTRUCT THE ENTRANCE TD THE SLOPE DRAIN OF A V
STANDARD FLARED-END SECTION OF PIPE WITH A MINIMUM 6-INCH min, METAL TDE PLATE (CROSS-SECTION VIEW, MAKE ALL FITTINGS
NOTES: AT THE INLET STANDARD T-SECTION FITTING MAY ALSO 8E USED Ber , ,`N'•~
S, USE AN EARTHEN DIVERSION TO DIRECT SURFACE RUNOFF '%'I' LOW AND OR DNERT TO A SEDIMENT CONTROL MEASURE OR BMP, • A"~° ' ~ ' 1. TEMPORARY DNERSION DTTCH TO BE USED TO INTERCEPT F / INTO THE TEMPORARY SLOPE DRAIN. MAKE 7HE HEIGHT OF THE _ 1i~' ,~.,,~'._~'•^~~"4""'~;~~;•'•~ t•a•`;u; ;i 3:1 ,
2, SILT SHALL BE REMOVED WHEN DITCH ISONE-HALF FULL BERM OVER THE DRAIN CONDUIT A MINIMUM OF L5 FT AND AT Hald down stakes , ;•,I.•,•••~'<,..:;, ~„•:°r~:; ~,•'r',;. N N B M DN EiTHER pw;;,q?~w'•d° zy.z+alf~.4;i;,•'.^ T OR COVERED BY FILL LEAST 6 INCHES HIGHER THAN THE ADJDI I G ER ' ~ .Y~~ r, . 9.5 min DEWATERIN6 CONCRETE BLOCK CONSTRUCTION SPECIFICATIONS
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGE BY EQUIPMEN ' ' 4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING. SIDEr " ' ; : • , THE LOWEST PDYNT DF THE DIVERSION BERM SHOULD BE A K; ' 't' ' .:,ir•:' ; ,J'.' , ti„ ?A~~', 1, LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE ON THE BOTTOM
MINIMUM OF 1 FT ABDVE THE TDP DF THE DRAIN SD THAT DESIGN FLOW CAN '.r•!:'•4'`y~ ROW TO ALLOW POOL DRAINAGE, THE FOUNDATION SHOULD BE EXCAVATED AT ~ LEAST 2 INCH BELOW THE CREST OF THE STORM DRAIN, PLACE THE BOTTOM ROW ~ U
~1 FREELY ENTER THE PIPE. ' ' _~-1 ~ ~ , • • ,q , ° _ OF THE BLC3CIC AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT H ~ ~ M° •`=III-I { I AND TO AVOID WASHOUTS WHEN OVBtFLOW OCCURS. IF NEEDED, GIVE LATERAL cn ~ Q
_ -I - 3, PROTECT 7HE OUTLET OF THE SLOPE DRAIN FROM EROSION 1 0 Spacing -
WITH RIPRAP DISSIPATOR, C~ - •_I I { ® ~0 OPENINGS,O SUBSEQUENT ROWS BY PLACING 2x4 WOOD STUDS THROUGH BLOCK ~ ® W
2' MIN. ~j - - -
_ Plastic _ 1 ~ ~ -t ~ I-~ I !I III-II I - WASTE MATERIAL-COMPACT, Gorru ated -I III-I i r_
' I SEED & MULCH AFTER ,.:~.,,*.,;j,.. g Inlet - ~l VAR. . Pie ~ - I CONSTRUCTION OF DITCH ; P -I
.i l ,r r .I F ~ '.~:~~'.1 iv I Cpl n r~ .>js. 1~Ik 1(dV^klaA't ,uW , ~j0~0 2. CAREFUllY Ftt HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH SJZ-INCH ^n,___'~`y ~"""j - OPENING OVERALL BLOCK OPENING TO' HOLD GRAVEL IN PLACE. y
I- 1 I. i! •.y ;'u; ~ 4aaA,vr Vu \(I"~l,aWdl w.N76j~ Aw.,wr=, , . ~ ~ 2;1 SLOPEr GRAVEL FILTER j:.
- - Stabilize (~J`'~ „JY~ ,,,~W~~wr'>yt~,
- - - ~ VAR. - - _ _ Outlet - 1 PAN p~,. „ ..,,,.A.,. • V WIRE SCREEN 3. USE CLEAN GRAVEL,3j4-TO iJ2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE " TOP OF' THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN ash"t • • TEMPORARY 5fDIMENT POOL
- - - - - 0 - 2 ,ti - - - -III-III- r,ya.R u _ _ i l I _111 I I III I II I -III II I_I li II -111-I I_I - - - - i-III' y~~ -I i l-'1 I I-? I i---'I i 1--I I I-I I -I I - - III III III I i I-III-I I ~ ~ ~ DEWATERING GRADE. DOT #57 WASHED STONE IS R€COMMENDED. U
1_ I_ll _ .i ,VYY IwNny,Y,dlYav W1FkW~+~.U~i . r i~j .2.r. .vx•. ,:~%u,y.:::}~.m•::,F(ua . vwii s~ v':w;,•,.. 1'MIN. akv. ~::s~ra•+'r•,•s •;n,~,~,a 16••
- --III~~I I o_ ~ Zr1hFW~`I J~uC:s~,,,..~ \,M`i.~.. , 2'MAX. • ~~~'j+1`'•~I~'~'~~ :~au~~''^::~, MAINTENANCE SPECIFICATIONS U
i l_I I I I _I . P A . ~ ,;t ,~r; h~" INSPECt INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT 1/2INCH OR ^
4 min ~~t SW~dNn ru`y~1hAW'lJ ~y'~. .,A`rrri•.., • ~ • GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER Z " ~ • ''4a OBIECT5 TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT = ~ +
level section p,yry Y)~ ~W~(:0 ~t» n,", "UYM~ yV IwN,fl~W SEDIMENT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL, REPLACE ~ (Wj) ~ W
,r/u~ CRass sEC VIEW 4J1°v.Y,dY++w ~~,,N„ ,h~ Y,,,, , . STONE AS NEEDED. ®Q Z
r , vaa,mv, yylf"aV,d?'wl °+~~w.,,,, . J 0. ~ Q
VI~Yy~.d ~~d1^^lwv.,
Ywda4Ndltan Cross-Section Vlew ~ ~ Lt1
y _ A .Plan View eW ~ Lu
- ~ ' ~ Standard T-section ~ -section ~ ~ p~
.A CO~1NT~
COUNTY COUNTY Nox'rxr,Aao).IN ``oRTIrCAR°r'~'A STANDARD TEMPORARY SLOPE DRAIN oxrxc.~xoLnv ee~~t~~~assas~zg~~
STANDARD TEMPORARY DIVERSION DITCH ~TANT~ARD QRAVEL ~ BLQCI~ ~'AIZD INLET PROTECTION e®~" ~a8~ 8p~~ ®~m~~~~~f~~ao~~we~ ,
' 310$ EFFECTIVE: 01/3110$ EFFECTIVE.OI/ / EFFECTIVE: Oll~1/0$ ~~.~~®®~~~~~l.,~r~ ~ ~ ~~o
m UPSTREAM END OF
B`-0" MAXIMUM STORM DRAIN OVERFLOW ro $ ~ 2 4 ~ ~L~ ~
PLACE GRAVEL BAGS SUCH THAT
NO GAPS ARE EVIDENT a~,~~v 9h~~4° 0
CATCH BASIN PONDING AREA FOR SEDIMENTSEPARATtON n 1J3 PIPE ®®®®®J~~,~ ~o~~® 0° • P ~ ~ DIAMETER ® aa' ~e r~~
SILT FENCE FABRIC BACK OF CURB
MINIMUM 10 GAUGE INSTALLED TO SECOND LINE MINIMUM 12-1i2 GAUGE CURB INLET WI F OM TOP INTERMEDIATE WIRES DA 4 '
~
GRADE FLOUV FLOW BURY BOTTOM ' % "''r - - - s - - ~ ~ ~ ~ s OF PLYWOOD I - I I I f ~ o ~ L°
----p- ~ ~ T.,, _
NOTE: 3J4" EXTERIOR ~ ~ ~ ~ € ALL PARTIALLY COMPLETED STORM DRAINS SH L BE PLYWOOD w ~ N ~ ~ v..
AROTECTED AT THE HVD OF EACH DAY IN ACCO ~ ANCE ~ ~ ~ ~ ~ ~ ~ ~ g
F NT VIEW RO WITH THESE DETAILS. 3 su 3 ~ 3 ~ ~ STEELFENCE.POST PLYWOOD INLET PROTECTION ~ ~ ~ ~ E~
Cn ) n, v a. a a ~
UPSTREAM END OF OVERFLOW 0 ~ o ~~a
STEEL POST PLAN VIEW STORM DRAIN ~ ~ ~ ~ g ~ ~
NOTE: WOVEN WIRE FABRIC (I II 11
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT SILT FENCE FABRIC t! II it Ef II it ~ p 00
EXCEED 1/4 ACRE AND NEVER IN AREAS OF NOTES; NOTE; GRAVEL BAG SHOULD NOT CONCENTRATED FLOW, E HIGHER THAN TOP OF CURB !1 II II A 1 J3 PIPE o ~
Q o 1. PLACE GRAVEL BAG BARRIER ON GENTLY SLOPI NG STREET, WHERE WATER CAN POND CURB INLET 11 it II c p DIAMETER ~ ~ ~ ~
2, .REMOVE SEDIMENT DEPOSITED AS NEEDED TO PROVIDE ~ ~ FILL SLOPE AND ALLOW SEDIMENT TO SEPARATE FROM RUNNOFF. SIDEWALK STORAGE VOLUME FOR THE NEXT RAIN AND TO REMOVE N z r• 2. USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC (NOT BURLAP} AND FILL WITH ~ INCH ~SIDEWALK ; "oo a .D, ~m~~
PRESSURE ON THE SILT FENCE, ~ (OR SMALLER) GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT. d on . ~ • rv m ~ a ~ ~ / WASHED STONE FILTER " a ~ • • • ' p : ~ • ~ ~ ~ 2 ~ ~
A ~"a? 3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT ,.'"~2'~~•" GRADE AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. ",t.' 1.vr'• • ' /v/~ ~o9s \ ~ ~ \ ACROSS PIPE INLET p
„ 4. WHEN INSTALLING CURB INLET PROTECTION DEVICES, NEVER BLOCK THE CURB INLET. A•.
6 MINIMUM COVEROVER / / SKIRT * ~ V ~ I 11 _I_I~ I_I C i I I i is
~ CATCH BASIN ~ nt
ANCHOR SKIRT AS DIRECTS / ,;1 BY ENGINEER * l 1 l) ~ 1 HARDWARE CLOTH
z ~
SECTION VIEW STONE FILTER INLET PROTECTION ~ ~ g ~ ~ a ~
~ SIDE VIEW
A .A COUNTY pC3~~~.+ N~ ~ ~ CC1V1~ 1'Y ~
C~?UNTY NOR9'H CAROLINA NOI+Ti'f CAROLINA ORTHCARJLINA ~ r='f ~ V STANDARD PIPE INLET PR®TECTION (PLYWO(JD & STONE} ~ ~ Y
EMPORARY SILT FENCE STANDARD GRAVEL BAG CURB INLET PROTECTION STANDARD T EFFECTIVE:01131l08 ~ ~ ~ ~ _
~>tFFrTn~• n1~~~vnR EFFECTIVE: 01/31/08
r5 ca v o a.
0
SIGNATURE T SHE
PRELIMINARY u-
DO NOT USE FOR CONSTRUCTION 1 uj FOR PERMITTING ONLY 1
CITY OF RALEIGH PUBLIC UTILTTIES

O CLASS 1 RIP RAP (SEE SECTION THRU BASIN $ELOW)
11Ea = i ~I ~ R N
DUMP STRAP I , ~ NOTES: ` `r, 11.- 1. BAFFLE MATBRL~:I. SHOULD BE SECURED AT THE BOTTOM AND SIDES E OM AiVD SIDES F~ / N
+ USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
a 2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1 ST BAY, „ ~ i WHICH SHOULD BE 1tEADILY ACCESSIBLE FOR MAINTENANCE. 1STBAY, ~ ( a ~ 1 ` ~ 'ENANCE. ~ ~ / ~
1 REBAR FOR BAG ~ - 3. PROVIDE 3 BAFFLES USE TWO IF LESS THAN 20 FEET IN LENGTH). PROV REMOVAL FORM INLET IstCk(i z . ~a:tCcO { 5^1d ohm 25"/u uftmwrr ! 5 BAFFLES FOR DRAINAGE AREAS GREATER TITAN 10 ACRES. fN LENGTH). PROVIDE , RIP RAP HEADWALL ~ ; . C) O ACRES. ~ w PIPE / (d') •1 Ct: N
DUMP STRAP ~u. gmPacc 2pat ~ulao>;z>Xea ' i 4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
' ~ j; ' ~ E 5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE J ;33 of I: ; { t o oI : 6. INSFECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFA ° THE TOP OF THE BERMS ~ ~ ~ • ~ I TER EACH RAIIVFALL ''r~ 4.~, t~ #5 WASHED STONE.1'-0" THICK X 3'-0" HIGH MINIMUM x
p ~b:u~m vur€aac>a~a . 1~ ba~m~urfacc• I - s ~~/~lllllllil~fliltllllr~ ~
f AGE AREA--"' ~r ~~I ` \ ; , Z " Obi
R
SEDIMENT SACK ~ l l 111 Q O
a ~ p ~vo ' PERSPECTIVE VIEW ~ ~ a
l'
PLAN VIEW CROSS SECTION No scALE
INSTALLATION QETAIL SUPPORT ROPE SUPPORTPOST
TO WIRE TO 24" INTRO BOTTOM STAKE TO • PREVENT SAGGING OR SIDE SUPPORT VJI] STAKE TO SUPPORT WIRE
4.. ~ ~ ~ SEDIMENT STORAGE U
AREAS TO BE DISTURBED (CUT, FILL, ETC,) FLOOD STORAGE ZONE HEA ~ r-i
•a ° . ' • ~ : ' ~ ~ ~ ~ ~ ° . ~ . n FENCE AND FABRIC 1 2
' d . ' ' ' BURIED 1N TREN H
' ~b • eb ; ..e d ,,,_,.....~STEEL POST F( 1~ , fir" ~ NVERT NATURAL GROUND ~ ~
EXPANSION RESTRAINT , , ~ ° • ' ° ' IOW ~ 1.5' 3 FLOW ----s- Q ~ ~
(1(4" NYLON RAE, DUMP STRAPS 4 ' ~ ' " ~ o. a 6"X()" TRENGH, GOIR MESH OR SIMILAR, STAPLED OR " 2 ACH \ a• ~ BACRFILLED AND 2' TRENCHED INTO BOTTOM OR SIDE 2 FLAT WASHERS) E \ ~ . L.. " 1.51E 11 ~i ii ~'ff_li ~ ~ N
°'~a• ' COMPACTED CLASS 1 RIP-RAP Q O ~p
\ \ d a ' NOTES; \ d~. . a • 1. SOME MUNICPALITIES DO NOT ALLOW GUTTER MAXIMUM SEDIMENT DEPTH ~ ~ V ~
' ~ ° PROTECTION ON PUBLIC ROADS, SILT BAGS SECTION VIEW AT OPENING (CLEAN OUT POINT) #5 WASHED STONE
B AG D TAI a• • ~ • ' '4 ~ SHOULD BE USED WITH THESE CASES, E L c~o~~
, 2, BAGS SHOULD BE CLEANED OUT AFTER EVERY - RAIN EVENT ANDIOR AS NEEDED. . ' SECTION THRU GATCH BASIN FILTER AND CULVERT PIP£ w ~ w ~
AA NO SCALE W ~ J ~
1'~. ~ C®~NT~ COUNTY tY!
C®UN ~I;TIICAtt01.iN I ~t~TT~~ARa~ STANDARD BA~°FLES DETAIL °~~"~°1~~ STAND HORSESHOE INLET PROTECTION W
STANDARD SILT BAG - INLET SEDIMENT C®NTR4L DEV CE EFFECTIVE: air3iio$
EFFECTIVE: 01131/08 EFFECTIVE: 01131108 W
18' FREEBOARD MI , CAP TOP OF 6' PVC PIPE TOP pF BERM t
FUSE 8' PIPE FOR ARAINAGES .I - GREATER THAN 10 ACRES) u
TpP ELEVATION pF STORMWAT 5' M1N !0~ FES-1
I II DIMENSIONS
I l , Q} TARP ~r ENTRY WIDTH 6.0 FT
~ ~ A A LENGTH 12.0 FT EXIT WIDTH. 14.0 FT
- 4` MAX DEPTH, 2' MIN EPTH le' 9f 'll _ ~ ~ ~ - ~ ~ 4, 4 6' PVC (PIO PIPE MIN. THICKNESS 22 IN MIN. STONE DIAMETER 6 IN
~ ~ y- SLDTS) Dd3 ~PrER PAD 11 - ~ d ~ - _ _ sd~Ea At~sstN.e nievzx a~ ~ STONE CLASS B z V
i _ - = I' I1=lli II-'I I I l ll _ II- I 1 I I-11 I- II '~"T H
IC II-I-I Il- I- I I _ _ _ - - ( - - - EMBED Q
- I'-'J'_t~ fJ"'~i ~-~I `_Ji-'iI` °I II ~ TARP tr I I i _ _ ~ _ _ - - _ - - #5 WASHED STONE TARP EXTENDS HE Pond Oalfall ~ ~ ~
I 'I I - I - I (I• FILTER TOE OF BACK SLOPE nit i I I t ~+t I I t t I I I ~ I ~ n t l l -1 1 i t-I TO TOP OF HOLES DIMENSIONS W U
ENTRYWIDTH 4,5 FT
S.~CTIQN THRU BASIN & FILTER seE NDTE I FOR HOLE SPECS INLET SHALL BE LENGTH 9,0 FT Qffi' WIDTH 10.5 FT
PROTECTED (AS NEEAED) FROM EROSION WITH senlr~Nr 18° MIN RIPRAP, TARP, MATTIH<'i PIT TOP OF DAM PLAN VIEW MIN. THICKNESS 22 IN
EQUIVALENT. % 25 MIN. STONE DIAMETER 6 IN
25Y.-SO% TARP PROTECTION FLOAT F{~ .oar STONE CLASS B 1=
w DITCH AND BURY TARP Temporary Custom Basm FLEXIBLE .IOI EDGE (Mira 12'> (RADIATOR HOSE
~ ~I~~ SURFACE AREA REQUIRED 7 585 SF WEIR
BAFFLE (TYP, SURFACE AREA PROVIDED 8,250 SF ouTLET Erin CONNECTION POROUS V
SE~TFON THRU WEIR $ 374 CF TO OUTLET PIPE OR RISER BARREL PIPE LONGER THAN SHOWN. VOLUME REQUIRED u ~
VOLUME PROVIDED 14,920 CF U ~
b' PVC W/HOLES STORAGE DEPTH 2 FT ® L
~~ry ~R~ TOP OF BERM 156 x fit FT 345.40 NOTES: _ *-t ~ ~
EMGY. SPILLWAY LENGTH 16 FT 343.54 PIPE ~ 1. L =THE LENGTH OF THE RIPRAP APRON. ~ Q ~ W
BOTTOM OF BASIN 142 x 47 FT 341.54
NT 2. d = L5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT ~ p- ~ Q " ~ ~ . " ~ ~ , . , LESS THAN 6" (INCHES), ~ O ~
PFRSPFGTIVE VIEW HOLE SPECS
DEWATERING HOLES WILL BE INSTALLED IN SETS OF HORIZONTAL GENERAL NOTES RINGS. THE fIRST SET OF HOLES WILL BE SET 6 INCHES FROM THE d 3. IN A WELL-DEFINE CHANNEL EXTEND THE APRON UP THE ~ ~ CHANNEL BANKS TO AN ELEVATION OF b" (INCHES) ABOVE W ~
BOTTOM Of THE RISER RINGS WILL CONTINUE UP THE RISER IN L DRAW DOWN RISER & BARREL SHALL BE b' SCH. 40 PVC INTERVALS OF 3 INCHES. HOLES WILL BE 3/4 INCH IN DIAMETER AND THE MAXIMUM TAiLWATER DEPTH OR TO THE TOP OF THE
WITH CLEAN-pUT CAP AND 3/4' HOLES SEE NOTE 1 FOR WILL BE SPACED EQUALLY AROUND THE RISER THE NUMBER OF HOLES NUMBER AND SPACING HOLES, PER RING WILL EQUAL TO THE DRAINAGE AREA, ` ~ i BANK, WHICHEVER IS LESS. ~
2, THE TARP USED TO PRpTECT THE WEIR SHALL BE THE WiDTM SPECIFIED, THE LENGTH OF THE TARP SHALL BE FILTER 4. A FILTER BLANKET OR FATER FABRIC SHOULD ~ SECTION A-A FABRtc ~~e~eR~~~~~~F
ACCORDING Tp AVAILABLE SUPPLY, IF MULTIPLE TARPS ARE ADRAINING 2.0 ACRES SHOULD HAVE 2 HALES PER RING EVERY TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 3 INCJ~S pN THE RISER PIPE THE FIRST RING (2 HALES) WILL BE - INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDA`RON. o~®
12', THE UPSTREAM 12' TARP SHALL OVERLAP THE SET 6 INCHES FR~J THE BOTTOM pF THE RISER, i , C®V 1VT 1 ~e, ~wy,~e®z&ug~ 6g
DpWNSTREAM TARP. THE TARP SHALL BE 50 MIL, HEAVY DUTY SILVER TARPAULINS OR EQUIVALENT FOR U.V. RESISTANCE. NOTES RpUND DRAINAGf AREA TO THE NEAREST WHOLE NUMBER TO - - ~~~~~~'~~$Aa~~~~ °R'~~°~` STANDARD PIPE OUTLET TO WELL-DEFINED CHANNEL ~ 6
3. MAIINTENANCEt SEDIMENT TO BE REMOVED AND PROPERLY DETERMINE NUMBER pF HOLES, r DISPOSED OF WHEN BASIN IS HALF FULL, GRAVEL FILTER ` ~ S~A6 ~ EFFECTIVE: 0i/3i/08
ARa9ND RISER SHOULD BE REPLACED AS NEEDED TO ENSURE DEWATERING~ 2A434
C~lllr l~ [9 p~gp+
C~U1rT~ T ORTH CAROLIN NORTH GAROLliY S PANDA SKIMMER DETAIL DETAIL e~®®®~ ~ ,
sTANDA CuSTO ASSN o~ ~
EFFECTIVE: Ol /3ll08 EEF'ECTIVE: 01J31/08 fl
A A '1 ` ~
18' Nw T~ OF DAH NOTES:
50' M1N. TARP PRtrrECrB>N j`~I ~
DITCH AND BURY TARP BUT SUFFICIENT TO KEEP 1, PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE E UP TO ENSURE IrD PIPE ~ ~ ~ ~ ~ a
z o' HIN EDGE 12') SEDIMENT ON SITE CONSTRUCTION ENTRANCE IS USED, W WEIR LENGTH
INFLOW ~ ' , : , . ' • ~ 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD r.K ~ • , IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE THAT THE MUD ~ ~ ~ ~ G OVER THE 3 TIMES I.D. ~ ~ ~ ~ ~ ~
w N T RU WEI `:rr.;~•:°;~'r`'''" SEC I : `•.c STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED 1UST BE WASHED ~ +n ~ ~ tf7Q ~ ~y
. • , r ^t2"-3" STONE TO BE USED• ~ ~ • 25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD. ,F r EXISTING (SURGE STONE OR RAILROAD •i;;''•=~^` PROPOSED STREET, aJ L ~ u,. ~ g ~ ~ L fly ~ ~g
<; ` ' ROADWAY ; 'BALLAST} ' ;x;'; ~r,.`°:;', WHICHEVER I5 MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SI PREVENT MUD OR SEDIMENT ~ ~ ~ ¢ ~ ~ ~
' ~ : WILL RE UIRE PERIL x;~„•,;;;': ' 4,' ~•r • GREATER. FROM LEAVING CONSTRUCTION SITE. L~VTRANCf Q HILL REQUIRE PERIODIC ~ ~ 14 ti ~ F EPI.A(~MENT WITH FRESH L ~ L ea s, ~
' ' ' • • REMOVAL OFSEDIMENT-LADEN STONE AND REPLA(~MENT WITH SKIMMER DEWATERING ` ' ` STONE.
DEVICE EMERGENCY ' ` ` SPILLWAY PLAN VIEW NOTES; ~ p ~ ~ 3 a ~a k
w v~ m E cn € ~ L L =THE LENGTH QF THE RIPRAP APRON. L ~i ~ ~
2. d =1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT ~ ~ ~ ~ ~ LESS THAN 6" (INCHES). ~ o ~ ~ ~
BAFFLES PLAN VIEW NOTESt
1) BA~t SrIWIA BE gEANED OUi WHEN CAPAgTY REACHES PLAN VI W AN ELEVATION REPRE~MTING THAT THE BASIN IS 3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE ~ ~ ~ ~ ~ ~ L INSTALLED BETWEEN THE RIPRAA AND SOIL FOUNDATION. ~ ~ e ~
NAif-FULL 2) THE TARP USED TO PROTECT 1HE W'pR SHALL 93E 1HE VADTH l ~gm~~ PIPE ( N M ~ $ ~ u ~
SPEgRED. THE LENGTH OF THE TARP SHALL BE AOCO~ING 10 AVldLABLE SJPPLY. IF NUL19PlE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT (FAST 92". yy.. oaa
THE OPSrREAM T2' TARP sHau OVERLAP THE DoWNS1REAM NEW CONSTRUCTION IUCTION ~ • • • • ~ ; r "
r A BE 5o ADL HEAVY DUTY SILVER 35' MIN. 15 MIN. raRanuu~s'~P sH LL EXISTING ROADWAY
OR EQUIVALENT FOR U.V, RESISTANCE 3) PROVIQE A NINOdUM OF THREE POROUS BAFFLES i0 EIENLY OP pF BERM 1NSIRIBUIE FLOW ACROSS THE BASH, REOUdNC i' MIN FREEBOAR ' dd
BAFFLES a 9AFFLE HAT9RIAL I,~si BE s~cu~D ar THE liottoar AND EMERGENCY L Z 12" MIN,
) s~ES us~NG srAPLES oR eY TRENq~DJG As FOR a ~Lr INFLOW SPILLWAY . . 12 MIN, ELEVATION 'I"' STRUCTURE 6 MIN, w
5) MOST of THE SEDIMENT PALL ACC<DAULATE EJ 1HE FIRST SKIMME TRASH RAC ' BAY, 801HI3 SHOULD DE READILY AVAE:ABL~ FOR ~ MAiN1BN ~ ; ANCE ~ % ~ , - FILTER ~ ~ t ~
8) OURIH6 1}IE CONSTRUCOON PHASE OF 11~ PROJECT, ~ \ ~ ~ PERMANENT STORMWAIER PoSER SHALL ONLY DEWATER FROM ~i~ ~ • / SEC~'ION'A-A' FABRIC ~ ~ ~ c
THE TCP OF PIPE 7) POND SHALL NOT BE COrIVERTED FOR S10RMWATER USE EWATERING FABRIC UNDER STONE --`'gym, ` N C1 =
UNOL APPROVED BY ENNRONMENTAL ENgNEER. ZONE ~ . °,y'-~ ~ ~ ~ ~
ORIfiCE Cl~OSS SECTION nz U
~ ~ ~ STANDA .PIPE OUTLET 'TO FLAT AREA ~ ~ ~
rw cT cuel t ac aRrttcrrcn ANT -FLOATATION N(1 ~IF.T.T ~T)R.FTNRT) CETANNRT, ~ ~ r
(AS NEEDED) FROM EROSION DEVICE EFFECTIVE: 01/31!08 • • • , • _ _ a s_ . , _ u u v u a y~
WAKE WITH RIPRAP, TARP, MATTING ANTI-SEEP COLLAR OR EQUNAIENT SIGNATURE T-- SHEET W
CROSS SECTION DISSIPATER PAD A COUNTY cMP OUTLET PI RIP RAP COUNTY PRELIMINARY u-
NORTH CAROLINA NORTH CAROLIN STANDARD CONSTRUCTION ENTRANCE DO NOT USE FOR CONSTRUCTION
FOR PERMITTING ONLY ~
EFFECTIVE: 01/31/08 STANDARD SKIMMER ATTACHED TO PERMANENT RISER EFFECTIVE. O1/31/08 CITY OF RALEIGH PUBLIC UTILITIES CY

APPROVED METHGD FDR EXTENSADI DF VALVE ~1C ~ 2'x H'x 6' CINICRsTE PAD REeUlREO DN ALI. VALVES CL, ~ Pm PRECAST CDNERETE DdYiNNUi ALLOWEa THRUST COLLAR-~ C® i
~ • FINISHED GRADE TY 741 d: ``.,e : 0~~
MII4IMUM 36 HORIZONTAL CLEARANCE „ , ~ LBiE FPM ANY OBJECT, SEE STANDARD W-18 •e ; • 'A ' : A • CAST DATE , ; ~~rl IIh i .ELI I) 1
:i;~::~:~••'.;' r:..;:;,ta;, FOR COVER DETAILS. n• e A :p 2, .,:~°a.:;, ~ f ~ THRUST BLGCKING I II N a. ~ \
~ap~~ i' FIRE HYDRANT, PUMPER NOZZLE TO .b, a; : o' Manufacturer
BE POINTED TOWARDS FIRE TRUCK ACCESS, fl ° MD/DAY/YR - :z; •i STANDARD VALVE BRX
.7,'fr~rik'rr:;•:•'r:.~>•-'~~• TRAFFIC FLANGE BETWEEN T~° SECTION TO BE DOMESTIC 45° BEND I~•: M'~~ ~4
:;.i ' - 6' AGAVE GRADE 80 lBS HEAVY WEIGHT Q ~ Ckass 35 CASTING •'-Al'~.i' D SOIL ;•3, UNDISTURBE U ~ ~~`LUt~O
}{IR;:^:°"~ 5' 3'-6' PAVEMENT SIDEWALK CURB AND GUTTER PAVEMENT ! • TEE INTERSECTIDN ~ ~
~'a• VALVE BOX ~C-~.,7 sXe ~ UNDISTURBED SQIL M` lf} ~ y
VALVf 6' GATE VALVE O ~ "
;;%~>:i•;;`:i~i."~. COMPACTED BACKFiLL NC THRUST 1 I CO • ~ (TAMPED IN 6' LIFTS> BLOCK VALVE p VIEW BOTTOM VIEW
HOX LAN < ilxusT mach ~ ~ , • ~ Q
='r ; USE 5 SOIL PIPE ;;•;~i,,. • 6" Mita BRANCH PIPE Fat EXTENSIONS t; :;C<• MAIN ' a~ a z p m I ' D' :e. ~
TAMPED , A A w•
µrs{• ~.Iy~'.~Ny a f C ~ Fe d
r;r ' 314' HOT DIPPED ~ , , 2 CONC, SETTING SLAB p- 0° I'-3'x i'-3'x 4' THICK ALVANIZED BRIDLE 3° MIN, 3° MIN, ~ ~ c ° o $ .i', .
ROD MAY BE COUPLED MINIMUM SIDE 3000 RS.h COI~RETE OMCE. D CLEARANCE °Y° BAR .CLEARANCE y m ~
6' OF #67 STONE 6. ,D. OF PI 6' CLEARANCE THRUST BLOCKING 7 CU. FF, CRUSHED ALV WHEN ROCK STONE MIN. NDISTURBED EARTH. WATER o o ' C• A L C@iCAETE SHALL BE 30~ PST 3•' ; REDD'aRCING RENTS tr1 ed T- r 8 CO?CRETE SHALL NDT C@iTACt ° ,v~ b; r ' ~4,b sD mE tsuASnc ~r ax uNnx x• ma vpigr r Dal ~ ~ w ~r xD o ~ N DaTS oR EtD1S of NECruPitca. C2) 45 BENDS FOR e V
DR WATER IS NOTES 4 v • av w p-re mR wt aat trim wr u Lca TACx tae, raD = n Ct .malt fITiR70S. ~ ; 4' e.4 ,i : A R c x 90 ANGLE Z ar y o•+°lrt to r-r. na rre tae Lit r-r 49 ~ tux zRi, vs 3, TRENCHES mNLI. [~DmNl TO ~
ENCOUNTERED L FI1Br HYDRANT SHALL HE AS MANUFACTURED' MUELLER, AMERICAN DARLING, KENI~DY, M & H, MAIN WAFERIRIS, CLOW, EAST J~DAN IR~1 WORKS, OR US PIPE, STAB-IN CL OR TAMPED'' " i• Z STANDARD DETAR WS, ? ~ w A SEE STANDARD TNRt~T maCK rent
2. BRANCH PIPE SHALL HE DUCTH.E IRON AWWA C150-96. D.I. PIPE GASKET BACKFILLr'~• • : • 3, 6° GATE VALVE SHALL BE AWWA L500-86 OPEN LEFT. Nola 1 - 'WateW LelteNng nusC be i' Raised (Recessed Flushl e 1' m vDt M• R• •e~e~m•, tray. 7r-7P5 iv ~ m ~ICRETE REDU[RE0. ~ AREA ~ J v • Dv r-v r-r r r Y ~ N 3SHN~I. BEND$~ ~ RSETCT1tONS
4, STEEL RODS AND BOLTS SHALL BE 3/4' HOT DIPPED GALVANIZED, Y NOTES Not¢ 2 - Vnlve Covar shall be NOTES ~ 3 ll2'-5 5/8' VALVE BOX NOT TD CONTACT WATER , donestkally cost xr a R.ovr rr ra v i ~ N BtmLYtlf~.
in Imen lon5 shall be 5. FIRE HYDRANTS W1LL BE DJSTALLED 1N TRUE VERTICAL POSTION, NA1N 5 Note 3 -Cover muss have a mininum 1, Trenches re uiri shorin and brae g, d s q ~ g 6, RODS SHALL NOT BE CikMLED MORE THAN ONCE D" FHE LENGTH FROM TFE VALVE TO THE H> ALL TRAFFIC CASTINGS MUSt ~ CLASS aeght oP 2S pounds taken from the Inside face of the shoring and bracing HYDRANT EXCEEDS 2OFT, THEN A MECHANICAL RESTRABdiNG GLAND WITH A REHAB CAGE 35 DR GREATER Note 4 -Cover must be doss 35 or n o NDTESr p or ~ 1, SEE STANDARD DETAIL 1M9 FDR TRUST MOCK {.~AT10NS~ I`jJ,f! ~
SHAtI BE 1NSTALIED NO MORE THAN LOFT FROM HYDRANT ANO B[NJRED IN CONCRETE 3) FOR ANY VALVES DYER !D' DEEP, A SECTION VIEW granter, 2. No rocks or boulders 4' or 7. FYRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TD RDW~ VALVE STEM EXFEt~iDN MJSF BE lIiSED TO HRDdG TD A DEPTH OF NO M9tE THAN D', Note 5 -Cover rust neat or exceed ted ~ Z C@&I~Tf SHALL ~ 3080 PST AND TRANSIT N[%ED. ~ ~ ~
larger to be used to backfll6 AASNTO H-20 Toad regUremerets, STANDARD VALVE BOX ~ ~ VALVE BDX WEIGHT MMIMUM OF 3. RERB'DRCaiG BARS SFwl1 BE BEFORNED AND TIED Tlx'iE1FIEk ® /'0 N (Y"1
3. Att backfHt material shalt be BOTTOM SECTItBd suitable native materla6 4, TRENCFt BDTTNI WIDTH Dt VICBDTY DF THRUST HLIXxt DiSTALLA710N SHALT. BE THE XDRMlN W[DiH 44..II AS SNQUN @! STANDARD DETAD. V-d CL ~ I
4. BackfAt shad be tam d In 6' CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH ~ CITY OF RALEIGH S HACKFiII TAMPED 1N 6' Lots PER CITY RALEIGH Z Z ~ STATDARD oEtAtL V"3' DEPARTI~NT QF PUBLIC UTILITIES TOP QF GROUND UD ® „ ~
Ufts, awyrlF~ SITE °+oRK' cmasTRI~TI~a, ROAD Walx, DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT ~ PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES aR ANY DFHER WDRK CI+A~3 THE gtAl~ DF 5. Achieve 95% compaction In THE FBiE HvDRANT, TF~ VERSO" RESPONSIBLE Y RANT _ VALVE BDX INSTALLATION 5 1/4' Valve Box Drop Lid 6. THRUST CmLAR MIST BE FACTORY i• e' aa.DEO DM BOTH 3mES ALIXlO Borx THRUST ILL©CKING DESIGN DATA THRUST GOLLAR •t o •P• •P?~ ~ 2X2%12' THICK H
backfil6 TRENCH BOTTOM DDdENSIONS & BACkFlLLBJG ~ ~~~ANT m STSP<p~BL~THF N2 AC~IPUA~. STANDARD FIRE H D 6,,,r a° REauBZEMENrs FOR DucrILE IRON INSTALLATION DETAIL 7 AND EXTENSI©N DETAIL 4 Skirt ARD~m Cd FOR WATER MAINS ~ p~ ~ H SEE W-i0 TNRU W-11. SPREAD FOOTER THEN ADD
.DWG, ,REVISIONS D TE REVISIONS DATE w w'-u• DWG. N REV SI S DAT REVISIONS DATE DWG, NO, VISIINdS DAT REVISIONS DATE W . NO. REVISIONS AT REVISIONS DATE TE DW , NO. EVISIONS AT REVISIONS DATE W Z W 12-0 RRH 1-21-~ MECHANICAL B PKFILL W = J
- - H 3-3 AHB ab-Da - 7 ; .A. - i-9 RRH 31-DO W-18 AB 2-12-0 W-3 ABB -15- W-4 W 1 D,W.C 9-7-99 , • ~ - - 3/4° TMEEADED ` JOINT Z ~ N RETAINER
GLANn \ STRAP STRAP / TEEL RODS ~ ~ DOWN DOWN W M
e p iL
REACTION BEARING AREAS FaR HORIZONTAL WATER PIPE BENDS o ~ " BASEIl ON TEST PRESSURE OF 200 P,S,I. TE/TAPPING VALVE 9O BENDS TD 3/4 STEEL .RODS CTYP,) TD BE y,;.. CONCRETE THRUST BLOCK ~ C ~Ar•, 'v. AT ALL 45° BENDS .a.v, ps W
Fes' AVE BLOCKING HDT DIPPED GALVANIZED D,L 90~ BEND H 1/4 114' wra '~•~.pP:• v,•'i~• SEE W-10 AND W-ii, •e.•~,ecv ~1•p'p., y.
a~' o~ ALL BELL ~ ~ 5' MIN. •'~;C.•~q°: ~ '•~";~:~,v ~
ay ~ Q ~ D,I, PIPE 4 2 ~ .~P 4wa: ~A 4~4~ d. p• a N z ADD MECHANICAL JOINT RETAINER GLANIIS 5' MIN, ~ ~ ~ ~ THRQUGHOUT ASSEMBLY. C1
~ Q ~ ~ a aye ~ •.fl'.''°••° Jh & 0~ , 9L Q x Q~"k , ~ 4 Q'. ~ o 0 o NIPPLE q ~ ROD REQUIREMENTS
4 ~ y~ ti~ a y~ q~ y~ ~~h, oo Q ~ ..Q . o GATE VALVE ~ ~ z~.~ ~ SIZE ~ 45 BEND STATIC THRUST IN POUND$ NO. OF INIDS REQUIRED
Q2 ~4 w~' a~ ~ ~ Po ° , ~ ye ° ~ o a • : • a Q a ND FLANGE DN BYPASS TD $E nk, Q JZ oo goo e oo a eo ? Qp oo ~~,y C : ~ Q•, v. • ° C > ~ Z a 6° 4,328 2
w ~ ~ 0 0 0 m e• o ~o r° a~tio ~o a . • ° HOUSE SIDE, DDDED FROM 4i0 5Q o Z C9w 4r0 y ;,ti'.'p~.B• . APPROPRIATE BACKFLD ° p TEE TD TEE y m 8' 4 M----•-20 1/8'~ l D Al ~ ~ Y2' 17,312 4
6" a • • MIN, 9 OF iPE 1/2` m-~ d < i6' 30,779 8 o ~ 0 24' 69,252 8
is i/4° 1,ioB 1 i 1 1 1 1 2 i PREVENTION DEVICE INSIDE METER BOX NIPPLE TOP VIEW SECTION C-C ~ ~ ~
221/ 2,247 1 2 2 1 1 1 3 1 ~,0' BYPASS SHALL BE 45° 4,328 2 3 3 1 1 2 5 1 D,I, TEE ~ ~Q ~ ~ NOTESt N ~ n ~ W H
SAME SIZE AS 90° 7,996 2 4 5 1 1 2 8 i ` d L CQVER WEIGHTi 13 L$S f/- 5Y. y ~ ~ = GENERAL NflTESr ® L~,_
6 1 3000 PSI SOLID CONCRETE ~ SUPPLY LINE, PLUG 5,655 2 3 4 1 1 2 ~ SHALL BE USED AS FETING FOR ~ GATE VALVE GATE VALVE 2• LIDS TO Bf CQATED WITH ,r, 1• STEEL RODS AND BOLTS SHALL BE 3/4' HDT DIPPED GALVANIZED, Z E"
$ DUCTILE IRON PIPE Z 11 1/4'0. 1,970 1 1 2 1 1 1 2 1 O p BITUMINWS COAL TAR CQATING ~ ~ ~ W I*1 N 2. CONCRETE SHALL NOT CONTACT BOLTS QR ENDS OF MECHANICAL ,FLINT BENDS. 3, HOLE SHALL HE FITTED WITH A d Z 3. RESTRAINED MECHANICAL GLANDS TO BE USED AT ALL FITT[NGS, ~
22 i/ 3,922 1 2 3 1 i 1 4 1 VALVE METAL GROMMET -qi ty m 4, MUST USE DUCTILE IRON EYE BOLTS WHERE NECESSARY.
° 5 1 8 1 FLANGE ~ fTl D~ 45 7,694 2 4 1 2 M,J~ FITTING n < z ~ A
90° 14,215 4 B 9 2 2 4 15 2 A y y Cj PLUG 10,053 3 5 6 2 2 3 i0 1 p:?.; • ~ ti H
° Q . D • E DIG ~ d ~ ~ 12 ° °''.:a . .;9 N ~ ~ ~ D.I. TEE 1,8' ~ PRE-DRILLED HOLE 1/4°~ ~ ~7/8' 6e
111/4 4,433 2 3 3 1 1 2 5 1 ~B ' A T T
22 1/c~ 6,826 3 5 6 2 2 3 9 1 a ,o•~p• MA ~ ~ FLANGE DN STREET SIDE WATER MAIN 45° 17,312 5 9 11 3 3 5 18 2 4.Y 'e•>• WA ER
~ ~ 3 90° 31,983 8 16 19 4 4 8 32 4 ~ • 4 C1 ro co BLIND FLANGE WITH STANDARD MANHOLE GOVER m r, 2' THREADED PLUG TO BE USED SEE _
PLUG 22,619 6 12 14 3 3 6 23 3 '0 N W ~ ~ --t { 1.75' m ~ DETAIL W-20
1b° TAPPING SLEEV ~ F, m O ~ M . ER ~ MAIN SIZE END PIPE SIZE U 6' - 12° SAME DIAMETER AS MAIN ~ APPROVED BY
111/x° 7,as1 2 4 5 i 1 2 s 1 ~ 0 3~~ NOTES 22 a is,691 a s iD 2 2 4 16 2 SIDE VIEW N ~ ~ ) A L FITTINGS ARE TO BE MECHANICAL JOINT u 19 1/4' 16 & GREATER PUBLIC UTI.ITIES DEPT, GROUND LINE ~
-O c ~ 1 L " ° A 45° 30,77 a 16 19 4 a B 31 4 d m ~ ~ a 2) SERVICE LINE FOR 10 METER SHALL BE 12 SECTION B-B QR PAVEMENT ~ ~ ~
90° 56,861 15 29 35 8 8 15 57 6 NOiES~ ~ C ~ ~ r r METER OPENING L CONCRETE SHALL NOT CONTACT n ~ M Fri ,-I
PLUG 40,213 10 21 25 5 5 10 41 5 TS RENDS OF MECHANICAL ~ ~ n " 4 ° 8° METER S4" HOL p H ~ b METER 6 ~ ~ JOIMT FITTINGS CITY OF RALEIGH ~ ~ _ CITY OF RALEIGH 36~ DIAMETER 6RETHICIC> PIPE ~ ~ ~ Z W
REACT~d BEARRIG AREAS ARE DI sRU ET CITY OF RALEIGH 2. SEE STANDARIl REACTION BLOCK Z ~ ~ --I ° " I~ASLRED !N A vERTD:Ri. DI THE DEPARTMENT DF-PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES ~ ~ 1~ METER 69 DEPARTMENT OF PUBLIC UTILITIES ~ ~ RDDDING ® _ ~ ~
TRENaI swE aT AH ANGLE ~ ~ TD THE TlRalsT TABLES, W-10 AND W-i! FOR i~ F- YEDTat• THRUST BLOCKING DESIGN AREA OF CONCRETE REQUIRED, 4" - 24" STANDARD TAPPING TJ 17 5/8'•---I ~ Z J ~ Q ~-13fs TYP, II WATER METER BOX DETAIL ~ ~ O ~
usE B' - sIP BENB v~a.L~ TaR,HYDRANrs Fit VA VE ASSEMBLY ~ ~ ADD2T19NhL SAFETY F TOR. QUANTITY TABLE SLEEVE AND L ~ I j ECTION A-A R IONS R VIS S DATE m N
VISIONS T R VISIONS BATE REVISI S T R VISIONS DATE ~ I--I N „ ~d-~ P~Af~ VIEW . ~D ~ 3-1-87 3- 1 0 p < 10: MIN, S' F. T-i 4/-25 1 - - -20-05 _ ~ y MAX. 10' ~ N 111
W-1D D,W,C, -23- W-14 2-3 -9 D,W C R H -31-00 I D ~ _ t/~ 1~ b7 3 a d
~n
~ ~ ~ z ~BLQW OFF FITTING
--4" 37" 4°-- p ~ ~ VALVE ®9yE46116aIAeq g ~ ~ ° o SEE DETAILS W-7, W-8 STEEL RQDS AND BOLTS SHALL P{~®r~
Lifting Holea v & W-9 FOR THRUST BE 3/4° NOT DIPPED GALVANTZED ,a ~®°w®®+s~ °r,
~ ~ D ~ a BLACK INFQRMATION 3000 PSI CONCRETE ~Cs®~~ ~~~~A® e~~ < N -•I ~ ~ WITH 4° THICKNES °a 47~~mo ;
4" ~ ~ ~ ~ ~ = MEGHANICAL ® ° - _ _ . _ _ _ RESTRAINING SEAL NDTESt
• ~ ~ M i GLAND 1) NO RQD CIHH'LINGS ALLOWED Z 4 4.3 4
z v
10° 27°
A p~®®A~ ~ I ®®®C P,I I i
t7
4° ~
lfe• h4 1400 lba ~ I >E i SUPPORT TD BE CONCRETE OR MASONARY BLQt1C FDR
Typ Shape ' 3' DR LARGER ASSEMBLY ~
nose ~ i ~ a' P4,lIa9PER ~K~ZZLE ~ CB-SO-6 Cast Iron WITH I~.AT1~1N•AL 4' DIA, WATER ~ - ~ ~ G1, ~ E .W
And Cover e~~'- ' ~TAN[1ARE~ TOP OF Drop Handle Brought to Grade ^ by Coatraator _ TOP OF VALVE c r TI~DS ; £ GROUND TOP OF 60" MAX, POSITIVE DRAINAGE aWDI ~ ~ ~ ~ ~ p £ GROUND 12' MIN, TWICE THE SIZE mDOD FLAthff ~ ~ 'Ip ~
F.G, 24" TO FRTISH GRADE a -9i 1 ~ zm ~ 1 DF R,P, ASSEMIO.Y ~TM TW0 ~•TS ~ ~j ~ y Z m ` t-TLaM~ x MNaE FLD C R"
N I I A ~ w . a 8" ~ t ~ EL80175 &N.T 'tIX>ETHER ~y A ~ 4, ~ ~ Ai"., o• A;' a :~1~ . 10 ~ 41 ~ Ol A7 ~
(J aT~ r I 1~ m ROD BACK - ---RQDDING- PAD eTE°D Tai 0 ~ tC 0
° < 26 h -o ~ TD VALVE ni i,: 'w• ~T~ p2~N~ C C C 4' ~ C
10"TFX12"H ' ~ 'oAf'1a DOGHOUSE ~ ~ C ,m9 M''• ~ ~ ~
151D' ~ ~ ~ -r- y ~Q~;lNI1 ~,+1~~ I ~ a i. ALL ABOVE GROU 1. ALL ABOVE GROUND ENCLOSURES MUST NAVE ADEflUATE DRAINAGE (TWICE £ ~ SAC a ~E PLANS x n•umE vERTtca. ~ ~ ~ L ~ ~"a.
assnP y ~ # -Zi d s THE DIAMETER OF .:,:.~•A, ~ CL tL CC. Q Vi C a THE DIAMETER OF THE R,P, ASSEMBLY DR EQUIVALENTL ro z ~,~,4.• ~ •d TJ ?y 'p ~ ~~8
€ 2. REDUCED PRESSUF NO 8 OP X87 ~ ~ N"~`E ao ~ ~ ~ o { PROVIDED THERE 2. REDUCED PRESSURE BACKFLQW PRESENTERS MAY BE LOCATEk IN A BUILDING rAi ~ N ~ y~j ~ g ~ ~ PROVIDED THERE ARE ~ OTHER UNPROTECTED TAPS BETWEEN THE MAIN ANA < vnsH ~+E ? ` > ~j n.~ k
i~~1TH Nr~Tf~l°CA,L ~ rn c 1. M$fER AS iiANUFACTURED HY DD,lENSION "A" ~ ~ SENSUS OR NEPTUNE, 3 3•TAI,Q a ~ .a THE BUILDING. THE BUILDING, n M PLAtx>~ x PLRdVf~ 0.8W ~ NatE DD 0) ~ ~ O1 G7 ~ Lr~~~~nCti B
2. BACEFILL TAMPED IN 8" L1ETS: ~ C ago a 3, ABOVE GROUND D 3 REBIF'ORCEltENT. #4 ®8" OCEN THRF.rIU ~ ~ m APPROVED A80VE 3, ABOVE GROUND INSULATED VAULTS MUST BE ASSE 1060 Q V m r NA1G 8 $ APPROVED ABOVE GROUND ENCLOSURES, ti ~ ~ A ~ ~ aP p O Cj ~ 8
4, CONCRE7TV 4,000 PSI ®28 DAYS ~ ~ 6. ALL RPZ BACKFLOR PREVENTION 4, RESIDENTIAL LAw •z bd~ix 4• RESIDENTIAL LAWN IRRIGATIQN R.P. ASSEMBLIES THAT ARE REMQVEA ~ D 3 a ~ ~ N l'~p
TO PREVENT FREI DEVICES MUST $E HiSTAiSkD FRIOR TO ~ G PIPES FOR METER BEING SET. m mOk OFF 6'• 8-- rN +-P 8 TO PREVENT FREEZING IN THE WINTER MONTHS MUST BE CAPPED OFFS l e ~ Z ~ ~ ypL~ i L j ~ I+• L~ a 5. STANDPIPES FOR ALL IRRIGATION R,P~ ASSEMBLIES w .l q Z ~ COMCAETE ~ ~
8) ALL COPPER SETTERS ARE TO HAVE H ~~1-C!~ 5~ ~ ~ CITY OF RALEIG ~ ARE 7D BE COPPE ARE 7D BE CAPPER DR BRASS, i , m ~ o &~iflDm „ 3 ~ 'TI 'l G SEE ~TA0.S w-8 & CD fi "
A HALL TYPE SHUT OFF VALVE ON I~pARTMENT OF PUBLIC UTILITIES * farce? -Sa6etirYelfaw Ie° r ~ 6, FOR VAULT DIMEI BOTH SIDES OF COPPER SETTER TTTTH a 6, FOR VAULT DIMENSIQNS SEE DETAIL W-30 mD ~ ~ m Bwi.D~cK I~DRRL 1/4' WEEP HOLE FflR STACK DRAINAGE INTO STONE. ~ ~ M ~
HIGH R15E BYPASS THAT L5 r c.. i m ~ TYPICAL 1 1/2 2 WATER ~ Calis,,.a~3,apTrra~}Ili!€:s -tit ~ 7, STEEL RODS AND MANUFACTURED HY FORD> MUELLER, 0 METER BLIX INSTALLATION ~¢{~~'~%Ira~r~!}~~8~ 7, STEEL RODS AND BOLTS SHALL BE 3/4' HDT DIPPED GALVANIZED. < ~ ~ .r, ~ 2, DQUBLE 3/4' BRIDLE RQDS ON BQTM SIDES, ~ ~a B ti N ~ n ~ 3, A RIP-RAP SWALE FRAM FROM CONCRETE SPLASH PAp TD
• nY tfaDONALD. (NO EXCEPTIONS) VISIONS ATE R VISIONS DATE. ` p g ~ ~ = POSITIVE DRAINAGE AREA %S REQUIRED FOR POSITIVE . z~ V DRAINAGE, ti r 3 ~ 4, BOTTIDi 90° ELBOW SHALL HA E BLIND FLANGE
W-31 A.B.B. -17-D4 ~iO~ ~r,F~ ~F~ p~i~ate la•,~Ira~Tlts Ya1}E+',1f Z m ATTACHED WITH TWO BOLTS, U
. ~era~~rD moils oil"-.~~r carr~FX~d t.D plEc 5, INSTALL WATER MAIN MARKER AT R/W DR P/L TO Z d LQGATE MAIN; ~
m~~~ c~-iF,cF! ark 13rC=?s -S1~~B 1 6, 3/4' RODS ANR BOLTS TO BE HOT DIPPED GALVANIZED. m 7, END PIPE SIZE SHALL BE SAME AS MAIN SIZE, Z
~t LL' L ~ O o U'
N' G '
n! O =
~ ~
~j.QT3 ~'Z V
l ~ ~ ~j d Ct ~ W H ~ ~ S ~ Q
acu®c, 3.1
TOWN OF GARNER
STANDARD FIRE HYDRANT SIGNATURE SHEET w
7-21.0? PRELIMINARY U
DO NOT USE FOR CONSTRUMON -16 FOR PERMrMNG ONLY M
CITY OF RALEIGH PUBLIC UTILMES CY

`C. ~ AEV MANVdm.ES USE Ax APPROVED B1TUMINWS BASE SEALANT THAT SMALL ~ APPLiE6 70 ONIXLC ~•-T8 B.gRS AT 8' C TD aAL MATERIAL FDR 4' MAt&~E
FINISHED GRADE SEE CAR STANDARD 5-23 TIE: II~ OF THE cDkE SECTIUI TD PROVIDE ' FINISHED GRADE ~ L Fmi MAtD~I.E PRaxE Arm CWER A WATER TIGHT SEAL ~ ~ ~ e+w sltE LEMGM to vT, Las' SERVICE LATERAL MATERIAL AS RERUD2ED ~
~ T2 AS 5"-6' !e !oa PAVEMENT UPTIGN IN SEWER CONSTRUCTION/SEWER LATERLS ~ ' ~ a. °a• carlcraETE TmaL cu i,aoD SECTION flF THESE SPECIFICATIONS.
• ~~q ~.4 MUST $E 2' BELOW GRADE ~
24' MAX a.° a a,? : a n, N ` WHEN SEWER CLEAN OUT IS IN PAVEMENT PROPERTY
FINAL t P. ~ y • • NEW ASPHALT SlN2FACE COURSE BACKFILL / ~ d' ~6,~ u E IT MUST BE INSTALLED INSIDE A VALVE LINE ~ . . Z BO% WITH COVER LABELLED 'SEWER', CAST IRiDJ DR ~TDNZE ~
EXISTING PAVEMENT 8' MINIMUM EXISTDtG PAVEMENT / r :e• REIrrFaRCEa Cm~c, FaDraac F02 4' DIAMETER CONCRETE CLEAN DuT PLUG i.y ~ O O FINISHED J. ~ ~
FINAL UNDISTURBED SOIL 'O' ECCENTRIC M1i CBNE MAY BACKFILL UNDISTURBED SOIL .p. ~ tBED ~ z'' 1a ~ a• r•~sT MAWIOLE COLLAR 6' THICK o.. GRADE ~ Q U ~
•:i • fE' SEVER HAMS ;'t; ' ! PAVEM T CUR ,..~GHi~hirG z~~~ ~ . ~q.' S
EXISTING , '-D' 'D • MANHO.E CUTE Alm BARREL r SECTIUJS SHALL ~ AS PER
. 'R:L' e ASTk STANDARDS • UNDISTURBED SOIL i-n eArG AT e• Dts~ W •'N~TE+ •q a a ~ A• z~s~ ' ct Q ~ ' ~ ~ ~ HAL DF NATERIAL Flki 4' MAM~.E ~ O 2 • ' , • . • ' • • ' ' ' • • > 3 ~ Z Z ~
•p REQUIRED ~ :i> COMPACTED FILL a THE FULL LENGTH OF THE SERVICE DITCH 'SHALL I^r ~ SpE LEtu;n+ vT' ~s' . ~ BE COMPACTED IN 6' LIFTS WITH MECHANICAL TAMP . Z p~
IN 6' LIFTS INITIAL r~'" ~ ~t a , ':i;j:; '2._. BACKFILL ;Q~.;:;•; y n: 'D RING SEAL PIPE "C'•~ ~ > ¢ QR RAM-NECK n ~I-Y~-i- ~ < Ti s~ 6•-6• zo 136 y . N ALL TAPS WD.I BE MADE USING MECHANICAL TAPPING Q ~ CL. •A• CONCRETE TDTaL cu 1,36t y MACHINE, FOR PVC INSTALLATIONS, SADDLE AND BEND ~ ~ ° ' ` ~ ~ lLl
SPRING LINE q',;., T F INITIAL •°e~ #67 S Ott 4' 4, a ' o F- --I MUST BE BEDDED IN #67 STONE BEDDING AND HAULING •f',~ Z
BACKFILL ~ ~ •a• ~~~C/C\~ t:.,,; ~ HAUNCHING ° > ~ PIPE GRADE y D ~ MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL ~ c( O
REFER TD S-4 , ,y1:~• UBBER BOOT NOTES+ & S-5 4 BEDDING ,.o'~ •a^•;: LATERAL DA'ERT SFW.L xor V d BE L6WER tfW1 NAW SPRDNi- 1-fT~'~ -IT 1 ! j ~ ~ S-4, . 4° D,Y, OR tp J Z ~-r~~-~ P D ny ~ ~ 8',10' OR 12' TAPPING i PIECE OF PIPE PVC PIPE ~ i roa f r ~ ~ SADDLE OR TN-LINE WYE
1, The pavement cut shot! be defined by a straight edge :.q:. 9• • . a LRE NANFtOLE NEEDS TD BE REIifft82CED CDNC~ FODTJNG FCR N .W. ~ n {n ~ { I. s PRECAST MN7HOI.E i ~ y ~ 0 1Ii6' OR 1/B' BEND MIN, GRADE i%
and Cut with an oved saweut machine. q' d ABCVE 700 YEAR TL~D FLADV apps . •D'''` ''O DR SEAd.ED ANO VENT TD DE r' 2 The trench sub rode material shalt be backfgted MINIMUM SIDE TAMP WELL UNDER MINIMUM SIDE , ~ ,,A 4.• :Q;, 6' ABWE 1~ YEAR TLUID PuBL B . 6' D.D. OF PIPE 6° • , p'. ; , •
with suitable material and compacted to a THnslty 6 #67 STONE BOTTOM HALF CLEARANCE ° ''D'..• :,x • • 1. WNL77 MAtDIU.£ taps ARE w of at least of that obtained b c actM a ' D, D PIP 6' CLEARANCE F PIPE EXCESS OF 3• A~VE BRAS, Y ~P g WHEN ROCK IS D 9' OUTSIDE STEPS fg1ST DE Uf <f'1 D~~ FI ~ M M i . • • . r r . ' . . r •
PFd)VIDED, ~E STANDARD sanpte of the nnterkt In accordance with AASH•fO ENCOUNTERED 12' .D. D PIP 12` ""MAXIMUM SIDE SECTION A-A S-~ FOR STEP ~TNL ix T-99 as modlFled by NCDOT. CLEARANCE ~ ~ " ~ ; . • . , , • . , , • , . , , . ' l,a~ exTENSIG U ~ t ~ ' S° SEWER BARREL OF PIPE TO ~
3. The final 1' of fill shall consist of ABC Nm1 TRAFFIC ' ~ ~ . I _ AND A IUJ~ ~ 1 ABOVE material c~npocted to a density equal to 100% NOTES TYPICAL TRENCH B©TTQM DIMENSIQNS FDR FBasr~ eRm~rm suaFACE, a WITH PERMANENT r-I . I-TZ eaRS AT e• cTS-j ~ Z ~ r EXISTING • SADDLE REST ON UNDISTURBED SOIL PLUG CAP 811.E MATERIAL Fat 4' MAMIOI.E
of that obtained by wmpacting a sample of the 1. Trenches requiring shoring and bracln , dimensions shat) be taken from the materlnt In accordonce with AASHTO T-80 as inside face of the shoring and bradn , SDR 3S PVC GRAVITY PIPE , e.: 1. D., . • .d ' , SEE SEWER DESIGN SECTIUI f MAIN .,FOR SADDLE INSTALLATION ~ # G eaR saE LTJ~iTM im' vr, Las' r1 ~ COMBINATION WYE J a ~ DETAILS, SEE STANDARD Q
moa9fled by 1~DOT~ NOTES+ a, The antWe thkkness and vertical edge of cut 2, No rocks or boulders 4' or larger to be used in Inltlal backfil6 a t2 as r-c• za 16s i i a ~ AND 1/8 BEND r0 ~ ~ ao ~ • • DETAIL S-31 & S-32. E, Ygs! a, •A• CONCRETE TOTAL cu ine o i rn , ~ CONE PIECE)
shah be tacked 1, For trenches requiring shoring and bracing, dimensions shall p '.e • A NDA s' cmrPACTEn >bt stmtE ~ The sane depth of pavement material which exisas 3. All backfllt Material shall be suitable alive material be taken from the Inside face of the shoring and brndng, a BASE iro is IxsrAUEn
sinaii be reMstalted, but an no case shalt ~ 2. No rocks or boulders 4' or larger to be used In Inltlal backfitL ° NEW NAlaim.e, the asphalt be less than 8' tvAdc 4. Backfill shalt be tamped In 6' lifts In raffle areas, 12 in 3. All backffll material shalt be suitable native mnterlal i, • ~ tN i+m+-~~ • T~ ~ ~ ~ . _ l~I J l~ rl
G The asphalt pnvement material shall be DnstaUed non-traffk areas, FRS Alm COVER SMIALL >iE and compacted thoroughly with a smooth drum rdler 4, BackfAl shalt be tamped In 6' lifts In traffic areas, 12' (n BIStALLED A N1N, OF t' ABOVE W ~`~1~ I~ Lfl --a'-o eau 9ASES ARE MDSMW+ 9' TI9cx ® N t~0
to achieve a smooth tenet patch, 5, Achieve 60% compaction In non-traffic areas, and 95% compactkn in non-traffk areas ~N1~ D 7, Refer to City of Raleigh standards for traffk areas, a•' • ~ D , REINFORCED t FmTMG FDR m U t
trenches and pipe bed~0 S S-4 & S- •0 , .'4•' for adcRtbnoidetaus CITY DF RALEIGH 6, If in easement 4' topsoN, and CITY OF RALEIGH CITY DF RALEIGH CITY OF RALEIGH 6' PRECAST XAtdA)LE CITY OF RALEIGH NoTES+ L REDJFLaiCEMENT+ N-20 1D2IDGE LDADWG OTRAFF[C RATEDI ~ ~ ~ ~
B, No hand patchln® allowed 12' clean select fill Is required DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT PUBLIC UTILITIES 9. Pavement cuts within NCDOT ROW DEPARTMENT Df PUBLIC UTDLITIES l-n DR Tz aAR---~ DEPARTMENT OF PUBLIC UTILITIES 2. CDt~RETE~ 4000 PSI @ze DAYS C7 ® , W
shall conform to the approved RD ASPHALT 7, No boulders 8' In diameter or TRENt~i BOTT[Di DIMENSRDJS & BACKFIIIiNG TRENCH BOTTOM DIMENSIONS AND BACKFILLING STANDARD PRECAST SANITARY on ske encroachmet>t permit STANDA REQtI[REMENTS FDR D.lCTB.E IRIXt greater allowed in final backfiti TE PIPE REQUIREMENTS FOR PVC GRAVITY SEWER MAIN SEWER MANHOLE STRAtrafaT ~ ~ EXTENDED BASE OR CAST-IN-PLACE 3, EARTHCOVER~ 0' TO 5' MAX H ~ ~ ~ REINFORCED CONCRETE BASE ~ A.•1
PAVEMENT PATCH DETAIL ANB REUSDRCED CDNCRE DWG, O. EV1SI NS ATE REVISIONS ATE DWCu NO,REVISIDNS D TE REVISIONS DATE DW , NO,REVISIONS DATE REVISIONS DATE VISIONS DATE REVISIONS DATE ATE DWG, REV IONS DAT REVISIONS DATE uWj = J ~
.W. , 1i-1-99 A,B,H, -19-04 -1-87 RRH 3-30-00 , S_5 TO NOTES -1- 7 D.WC, -3-99 S_20 YEA >z-st-sz aas z-2~-~ S-3 S-4 _ 7-2- 2 RRH -30-OD ~ 3'~-~ H 3-30-00 ~ 5-21 3-1-87 ADB 2-9-05 ,,p' ptM 3-3o-ro 6" 5'-0" 6' tz-i n C^Ly M
._..4.ai6" ~ z O
8°~ with " W ~
MANHQLE FRAME AND CQVER . • • Q: ' ' . m c n, a ~,y, PVC TO D,i, PIPE B64C Boat ~ ~ g"~ with 6 W Cast In B64C Boot
COVER 120 LBS, MINIMUM ~ '•4' ADAPTER -USE 'FERNCO e' ' COUPLING 445-401' DR
~ d,' p • APPROVED EQUAL TO SEAL, 1, 0 e• 4 E(2MIT 'e Cast In 0 24"~ 3'-fl" I-
4' • o ~ P RFQ o : .
' ~ (r~ • 4 ' 45o PVC SADDLE ' ~ ~~y '
o QERMIT 'a ~ ~Q 0 PIPE CROWN 4,00° 6"
~ f ''a,'. ~ .•a' ~gP~- ~ ~ o • tllity
A d • ' , FLO Anchors STANDARD 4' BRONZE CI,E;ANOUT PLUG (Typ 4} Inlet,rJutlet ~
23 1/2' 21' A ~ ~ : 0 5' ' ' v ~ ~ ' ' STAINLESS c~ 0 Ck ~ 0 24°~ Cast Iron And Baffle Tees W
p w 0 , 'DACE ~ . '9 ' STEEL j ~ ~y • ¢ . . D • D CLAMPS weight+ Rings & Covers Supplied and Installe Top+ 1,900 lbs. Marked b C
"Sanltar Sewer" Y ontractors, W Bottorot 7,600 lbs Y ~ Baffle! 600 lbs, Brought to Grade f,/a Q M
')ACE A 2' 0 v • ' , ,A , . 3000 P,Sd. CONCRETE TYPE . • Q • • ENCASEMENT 8"D with By Contractar 8"(~ with ® Q
0000000 O OOOOO d• ~ BACKFILL UNDER PVC SADDLE, ADAPTOR, AND CAST IRON BEND B64C Boot B64C Boot CL Z
0 ADJUST FLUS PLAN WITH#67 STONE AS SHOWN ON Cast in Cast I ~
2 3/4' A SIDE STANDARD MANHOLE S-4. PLAN NEW ASHPHALT FRAME AND COVER • = 4.. 6° I-i ~
ELEVATION ~ .]P ILl@t. 1`4. Outlet Q
2S 1/16 SLIP RESISTANT CLEAT L 'o:a'•C: ~~,8: eo'e• utyl Rubber ~ ~ ea an
tti • ::A. ` in Joint 4'-0"
BUTYL-NEK OR ~ PIPE CROWN nn 2' EXIST. A.B.C. o APPROVED ~ V 45° 45 45" • ~ 45" 4°~ Cou lin • :X 42° H
SEALANT 7 1/2' zz' STANDARD BETWEEN FRAME 12 MANHOLE COMPACTED 4Y ~ , Otl 4.
AND COVER BACKFILL .SADDLE 10 ~
~s 1sn6' ELEVATION roTAL 1' ~ ' ( ~
4 CHIMNEY NIOT ~ V PIPE SPRINGLUJE TO EXCEED 12' CLEANOUT FERRULE WITH PLUG ~ • ~ ' t 6°
NOTES. 5/8'X3' LAGSHIELD IN HOLE #3 OR #4 REBAR SECTION Plastic Covered = Q
DRILLED INTO CONE OR ll All MANHOLE FRAMES SHALL BE RING WITH ANCHOR SUNK TO ` PRECAST CONCRETE SPACER STYLES ACCEPTED PUlling Irons Q (Typ 4> d ~ U OBVERTED NUT
BE DOMESTICALLY CAST DESIGN DEPTH, AND 5/8'X3` CORROSFON RESISTANT MATERIAL CDONUT RINGS) 2) FRAME SHALL BE A MINIMUM FBJT DIPPED GALVANIZED RUBBER, PLASTIC IN TRAFFIC AREAS RAISED NUT = ~ L~ z
WEIGHT OF 182 LBS. WITHIN LAG BOLT AND WASHER, PUBLIC ROW AND 160 LBS. ONLY, DONUT RINGS NOT WITHIN EASEMENTS, ALLOWED IN EASEMENTS. CITY OF RALEIGH CITY OF RALEIGH W '°4''~. Tne ux«waaon eon rwrn+ w LAO ~ ~ ~ OC CITY OF RALEIGH °.zb a~ ~ ~ ca+oe+a
~ COVER SHALL WEIGH A CITY OF RALEIGH CITY DF RALEIGH SADDLE INSTALLATION LIMIT MIN, OF 120 LBS, DEPARTMENT DF PUBLIC UTB.ITIES DEPARTMENT OF PUBLIC UTILITIES NOTE+ CONCRETE COLLAR SHALL DEPARTMENT DF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTP~NT OF PUBLIC UTILITIES ~ ~ 3~O ALLGN GREASE TRAP O = ~ ~
4> ALL MANHOLE FRAMES OUTSIDE SECTION A - A STANDARD SLIP RESISTANT EXTEND 2' BELOW TOP DF T N ARD MANHOLE FRAME AND COVER LATERAL SADDLE INSTALLATION 4" CLEANUUT PLUG ~ 2675 OS i NWY W p, ~ ~ cnnN ~ FrordNnton, we z75Es ,m„gw.wn Phore{919).49a+7600 F°xd919) a94-0616
>30LTEDET S ~FACCOES~SHALL BE STANDARD MANHQLE COVER PRECAST cDNE S A D DETAIL WITHIN PAVED SURFACES DETAIL FOR PVC PIPE SECTION 0R RING WITH A MANHOLE STEP DETAIL iATE R VISIUNS AT R VI DATE l'I' N
MINIMUM OF 4 BRITS PER DATE REVISIONS AT R VIS NS DATE REVISIONS DAT RE SI S DATE EVISIONS A VI I NS DATE FRAME REVISIONS DA V S _ _ _ - -8 -1- 7 A• .B. 2-9-05 _ RRH 3- -0 $_29 5-31 RRH 3-30-0 5-34 3-1-8 RRM 3-30-00 f- *'t .a 3-27-98 (,JI (!'1
S-2S RRH -30-0 S Z$ Y.C.A. 2- -9 AB - - ~~y
tJ
DIM 'A'
®.~q~g'i~ b$~'h} 8 B y Body
GROUT BOTH ®ea~ ~t?g ~'°r
SYDES eoOO®aoo~° ld~,, ~e°°~~~~~~~~pa~b
AIL AND GREASE TRAP 'U~ a M
DIMENSION CHART DIM 'B° PRECAST BAFFLE ' ' M 'C" Dd `D' $~AL $ v
CAP (GAL) DIM 'A' DIM B DI D 4' THICK 600 T0` 4'8' T0' 3' ' X4434 a
750 T0' 4'8' T0' I Q
4 e, NOTE: Ai,1 VERTICAL ASPHALT SURFACES SHALL OE TACK COATED.
. .4 1500 11'2' S'8` 7'2' ' .a" . a:, 'f : • S'8` T2' 4'11' ~ e ° ~ slat t ~
' ' 4'7' ~ 0
FI ISHED D LOCKING FRAME & ~ 6'8' 8' ' S'6' GRADE COVER, AIR & , , 6'0' GAS TIGHT 0 15'T 5'0'
• MATC i 6'3' ~ LINE MATCH EXESTINC ~ LINE & GRADE ~ ~ ~ ~ ~
' • : ~ 6000 19'11' 9'11° 10'5' ' , 12" IY NEAT SAW GUT ~ ~ ~ ~ ~ p;_
OPEN "Q . i .P 2' ..a ..i 's ~ U $•p~~1 Ts
INLET OUTLET t'7 NOTES+ ~ I-2 ASPHALT i ~ pt C ~
° h CONCRETE+ 28 DAY AEC=4500 psi ~ ~ U "j 'j~ ~ C7 ~ MENlMUtA 8" A9C 0 ;U ~ ~ ~ O ~
DIM 'C' ~ + - t, ° `r ~ MEShh ASTMMAA1855GRADEE650 CXi 6"HB _ N ~ tl ~
a + CD ~ _ ' 4, DESIGN ACI 318-$3 BUILDING O E l7 -tit- i 1~ , , ASTM C-857 MINIMUM STRUCTURAL DESIGN -I l 1-•I 1 t'~"^I I t-•~i !{-•1 11 c r 9~ ~ y ~ ~ C~ Cm
PRECAST BAFFLE DIM D LOADING FDR UNDERGROUND PRECAST 4' THICK CONCRETE UTILITY STRUCTURES ~ Ql ro Qt ~ }yv~ to
•s DIM °D` ~ 5, LOADS H-20 TRUCK WHEEL' WITH 3D% YMPACT PER AASHTO 1'0' 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM Q ~ C2 LL Iq Q. ~ ~ ~ a I= 'O ~ TJ'a ``S Z1 p ~~a
7, CONTRACTOR TO SUPPLY AND DdSTALL ALL PIPING, SANITARY N,. •}a~',w , .O,' ' ~'J''+;' TEfs, AND 4' DUAL SWEEP CLEAN OUTS (FDR CLEANING TOWARD N ~ g~~
AND AWAY FROM TRAP ON BOTH THE INLET AND OUTLET ~ LENGTH ~ LENGTH SIDE), ~N~G~1 COMPACTED BACKf'TLL ~ ~ ~ ~ ~ D a
B. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIER e BY SEPARATE SEWER, (95 ~ ASTM C-598
DETAIL 40A CDNTADdS THE DIMENSION CHART FOR THE OIL/GREASE TRAP 9, ALL PIPE PENETRATD]NS SMALL BE WATERTIGHT 0 6'~ LAYERS tJAX. p p ~ ~ $ ~ l ~ ~ ~ ~
DRAWING NOT TD SCALE
CITY DF RALEIGH CITY OF RALEIGH " ~#,,°@
DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES y~ ~ N M Z ~~Cq~Cq N a^M
AIL AND GREASE TRAP SIZING OIt AND GREASE TRAP DIMENSIONS i ~~98
REV SIGNS ATE SD7 S DATE REV~IHIDNS 3/9E00 REVISI S DATE
S_40 RRH /9/00 5-41 ABB A B $ I~ V
-1 111 I I ~l I I~I z
a W
a o ~ N ~ +
Ns ~
( w3 '
rQa ~ o .o 'v ^ ~ V C: G ~
Cf. N •tl ~ ~ ~ ~ Z
L 6clip C5&
P- SIGNATURE SHEET 3
PRELIMINARY u-
DO NOT USE FOR CONSTRUCTION ®11 w 7 FOR PERMITTING ONLY
CITY OF RALEIGH PUBLIC UTILITIES

~ ~
is ~ ~ ~ ~ / ' / r i t 1 t ; ~ i I ~w ~ l u---lr---
q / ~ 13•CF i g•QP ~g QP 3•At~ ' 3-c~d 5 Ac ~ ~ I Ir LANDSCAPE REQUIREMENTS:
. tlAreABLE dS BR[CrEB BY ilE EtY~1FER - l ® / +~7-N.+V~ 10 / ® / ~ \ ® , ~ - ~ \ , i 1 I r ) / TREE CANOPY COVER REQUIREMENTS o 0
1 ~ 1I b'-' ~ ~ ~
DTECTRJN AREA I _ N i' ~ / , / / ~ ~ _ ° v \ TAE PR - ~ ~ ~ ~ I TOTAL SRE AREA: 15.0 AC w ,1 ~ ~ ~ ~ t TOTAL PRESERVED TREE COVER AREA: 3,7 AC ~ _ ~ a N
' / / / Wl.q OA. Da NDT ENTER iIE.Q•IY1 a. o A®"- / LPE BBFB NYEAyEBUTE / / i CF ~ I ~ \ ~ r
rAAES i r / ~ ~ / ~ 6•A ~ -AC 3AC ,AC ~ 3 AC ~ .C ~,3 ~ 1 1 I ~ TOTAL PRESERVED TREE COVER 24,7%" ~ ~ ~i ~ 1 ~ 1• 1 1 ~ p I ~~MM Jd
/ ~ LIMI ~FSIDEIFA~D - / ,i ` ~ p / ~-AR t `~i ~ I j, ! } I II 1 I °MEETS REQUIREMENTS FROM 7.1.H,2.d o = ~
~ ~ 5~ r'te' i ~ 1 / ~ i i I iMITS STEkL. PRST - X30 , ~ - _ ~ i iMITS OF STREET Y r r ~ ~ I~ rn~ ~ Q N
TIOYEN BBE iAerAC - ~ l \ 1 ~ - - I I aE,uY RES5TART / ~ . ° : . 1 , 1 I I ° ~ ° ~ ~ ! ! !I t I STREET YARD REQUIREMENTS. ~ ' ` ~
MOH • TEXSEE 41RErffiTM - aANCE, UY AE95TANT / ~ / ~ ~ . Pa.Y BAPoUCADE iASNC nYPKAU NYiN • TEr6A.E $TAFIGTX ~ ~ / ~ • - • • ~ ~ ~q•. i~ 19•~i »L III p ~ I 1 >=~Q t
POLY BARRCAOE FASRC CTYPA:AL> ~ I - ! 3•C r ~ H RAYNOR ROAD a w ~ 4- ~ I ~ i ~ 20' STREET BUFFER REQUIRED PER TABLE 7,1,K.fi.c ~ a
~ / / -.J-.,~` . S t 1 I Iii l ~ r r ! t, ~ ti~ ~ AREA OF STREETYARD: (FROM FACE OF BUILDING TO RIWj 94,359 SF ~ ~ y~ 2 Z ~
/ r - r 1 i POINTS REQUIRED (0.025 PTSISF FOR COMMERCAI USEy: 2,358 PTS f, ~ Q Z 1' , 1 (I'YP., r I i I PLANTING PROVIDED: ~ d W
TREE PADTECTIaN AREA ~ , / , , ~ ~ ~ / r ! l ' ! I ~ S RE YAR EXISTING TREES TO REMAIN ti ~ Z
DD Nar EreTES I f' , ~ / _ _ ~ ~~r 1 t g . I I ~ ~ ~ r BJFFE ~ ~ EX, 10" RED MAPLE 1 ~ 40 PTS. EA, ¦ 40 PTS ~ ~ ~
/ r ~ i ~ , ~ / ~ II !ifi 40SFANNUALS
WARNING SIGN DETAIL ~ / ~ e 95 , r;, ) . / r r ! 0 ® PROPOSED TREES I I RED MAPLE:13 ~ 32 PTS EA = 416 PTS
NQTESL i A'ARIALC SARrt ro AE 46LOE DF oueAm.F, BFArlN~' wTFAttl. ~ , i' ~ . j.. . / ; ; ~ / / / Y PY ) < I PROPOSED WILLOW OAK 12 ~ 32 PT3 EA ~ 384 PTS
tEdAtE ARO s~aoEO AS BETAEEO. _ - / ~ i ~ ~ ~ / ~ - / / / / .':ti' ,ti / S 5 LEYTERa To BE rxrYr AArwAa, aEARtr / SIOUS SRAtC Bc PtACED AT SC YAASAAI YTIFRYALS j'' , / / / , / ~ , f' • • ° • • • , ' i / . tiIEAR 7AEE PI~IECTRN APU.60'OA' CENTER iLEflEAFIFR i / , ~ ~ e, e . . e e e.~. ! ~ / V S , ' 1 ~ ! SIGN I SWEET BAY MAGNOLIA: 2 ~ 25 PTS EA = 50 PTS _ I I 'TOWNHOUSE' CRAPE M.:10 15 PTS EA= 150 PTS ( j
PLACE A SRUT AT FALx FhU / Sj FOR TAEE RiOTECJAIN AREAS LESS lxAN YOCN PfAMfTER.R1OY17E NO lfSS TlWT OME SAW RA RIOTECTAW AREA. i J / / , , ~'l J ~ ~ s' T . -a .a e o o e .6~ a ' / / / / ~ % ~ / ^ e~.. ~ / ~ ~ ~ ~ 1 r ? I 'YOSHINO' CHERRY: 3 ~ 25 PTS EA ~ 75 PTS Z
C Ai7AAW TREE N~YSI~ECTART fEACE ileOtlGNdlT BIWATAkJ ~ RRFJECT: ~ i ~ / ~ / / ~ - ~ ~ . e e e e.ie a / / / ~ / . / / y 4AAR ' / ..9' " . / / ABRTATRAL sfGR wT BE REO4STf8 Br aTY aF RALEIpf AASPECTABtS OEAARTAUI/ BASH BY ACTUWL FE'LB COP9IRONS. i'' ~ / y i / / ~ / ~ ~n ! i WEEPING'YOSHINO' CHERRY:1(1$ 25 PTS EA = 25 PTS ~ r / . r ~ ~ WHITE DOGW000: 3 ®25 PTS EA = 75 PTS
~ RACE A SlETT AT EACH FA0 OF lIEAA TIDE PROTECTKa! Alp SOON CERTFA TN71EAfrER / , / / / / ° • .~i /r / / ~ , y / / rn ~ / ° ' i / T'REEPROT'ECTI FENCING ' lr^ / ~ i / / ~ H ~ , P ~ ~ ~
/ ~ fi " ~ ~i !J r~ ~ TOTALPROPOSEOTREES: 9.175 PTS Z r r ® °A OF TOTAL PROPOSED POINTS: 4817%
~ ~ ~ NOTE' Fri TREE PROTECTIDN ONeY / / y / e / / / / / ~ '
, ~ ~ r ~ , / i 1 / / / • ~ . 2O-VL q, q C~ ~ / ~ ` f p . / PROPOSED SHRUBS ~
mz , ~ , , , 1 / / _ , ~ r 1•P / 775 I ~ / DWARF BURFORD HOLLY; 150 ®6 PTS EA ¦ 900 PTS ~ ^ ~ ~ II I 'MINOR' INgAN HAwrHORNE; 80 ~ 3 PTS EA ¦ 180 PTS ~ ~ M
- a ro r ~ / / . C ~ / ~ ! / f , ANNUALS 1-PY / ° ~m TREE PROTECTION DETAIL ' ! i / , / i; - ' _ MV . 2a~L ZE, STANDARD / _ ~ ~ / I t i CHINESE VdITCHHAZEL; 24 ~ 3 PTS EA a 72 PTS ~ DQ ~ ~ VL i r I ANAH KRUSCHKE RHOD0.:14 6 PT5 EA= 84 PTS d Z Z ~
o x ~ . r , ~ / ~ 1. r. i / o~~'s / , / 1 v ~ ~ NOTE: CONTACT TOWN OF GARNER PLANNING DEPARTMENT AT 919-772.4888
a m y CTION FENCING INSPECTION PRIOR TOGRADING. / / / / / / ~ / / / ,8t•IC / / ! , / 3 •VL / v ~ FOR TREE PROTE ~ / ~ / / / / / , , / T7~ / , , ! ! ~ % ~ VL ~ ~ I I TOTAL PROPOSED SHRUBS = 12,,, 36 PTS z ~ ~
_ fTt to ~ , ~ ! ! ~ / / 4 / / i % 1• / r 10•M ~ I % OF TOTAL PROPOSED POINTS = 513% ~ A~ i 95F H 1 I I ¦ WZ~~s
m / / l r / '~f / ~ i / l / / / ( % ' 1 / ° ~ ' , ~ / .ANN .ANN ~ TOTALPOIMS 2.451 PTS W ~
/ ~ \ ~ / ~ t ~ / , i I ~ / i ~ r .--~'AOPOSEDQUEST i ) , Zn 2•C r it / I WATERFIELDDRIVE ~
`a,„ I e e . ~ ~ , / ~ ~ r J . FELLOWSHIP~IUR !1 ~ ~ 15' STREET BUFFER REQUIRED PER TABLE 7.1.IG6,c Z ~
! r 1 r1 ~ 1 AREA OF STREETYARD: (FROM FACE OF BUILDING TO RtVI~ , 146,331 SF W M
- / / ! / l Sri ~ \ \ I r 1~MG r I I ~l ! POINTS REQUIRED (0.025 PTSlSF FOR COMMERCIAL USEy: 3,660 PTS ~ J r r ~ i I ~ i PLANTING PROVIDED:
EXISTING TREES TO REMAIN
- I---~_ ~ _ ~ \ / r I ~ , 1 , / / ~ \ ! I 3•VL~ / / 185 SF 195--_. l ! ` ~ 1 r ~ r 10-MG I 1 i I EX, 8" REQ MAPLE: 2 ~ 40 PTS EA. ¦ 80 PTS 185 SF s ! rl) I I EX.10"RED MAPLE: 9 50 PTS EA, _ 450 PTS y . I-
A (I ~ r EX. 12" REb MAPLE: 2 ~ 50 PTS EA. = 100 PTS 1 j III EX. 8" FLOWERING PLUM: 4 50 PTS EA, ¦ 200 PTS
- ~ / / t 1 ~ - goy - ~ r / f l r r r ~ ~ ~ M9--' , r r ! 1 It i 1 EX. 10" HARDWOOD MIX; 25 50 PTS EA _ 1,250 PTS
I
~nl ~ s~ ~ ~ ~ j e / j r ~ 1 l / / ANNUALS 1 V4 ' 1 V ! 0 I ~ it ~ I TOTAL EXISTING TREES ¦ 2A80 PTS I Ih r
_ , ~ fps, ~ ~ / , ~ / ~ , ~ _ _ 2D• L \ / / ! p PROPOSED TREES
/ ~ i . ~ / / ' ~ ~ ~ ~ > - -290 . r ~ ( / / r ! l r ! l l / ~ ~ 9 i / 1 ~ I ` RED MAPLE:11 ~ 32 PTS EA = 352' PTS by r r ~ ~ I , I WILLOW OAK 7 ~ 32 PTS EA ¦ 224 PTS
~ ~ I ~ 'YOSHINO' CHERRY: 3 ~ 25 PTS EA = 75 PTS
9' I \ \ ~ 1 ( / / ! yy ~1 / ~ / i 1 i~ I / ~ I - ! r WHITE DOGWOOD:14 ~ 25 PTS EA= 350 PTS . i .qp IH i
l / _ V / . ~ \ yA, ~ l % l I l l / / / o / f / ~ , P .,,rt ~ i 3•AR ~ 1 TOTAL PROPOSED TREES = 1001 PT5 r
/ , • ~ ~ / l / / ` ~ r I u° i i ' I % OF TOTAL PROPOSED POINTS = 52„2%
! ~ / / o / r / ~ U Ibr~ ! v v / / ! r/ / /M t / / / , U ~ PROPOSED SHRUBS ,w
\ ~ ~ ~ . , ~ d ~ 1 G` ~ r l l l ~ l l ~ 1 ~ r / l ~ / i / f PROPOSED TREEtiI~ ~ . ~ ~ I I ! / , i ~ 1 VL ~ r /0~ DWARF BURFORD HOLLY: 58 ~ 6 PTS EA = 348 PTS
~ LIMEYS OF REAR YARD ~ ' . / ~ f ' ~ / / ~ ~ _ S ~ ANAH KRUSCHKE RHODO.; 50 6 PTS EA = 300 PTS ANt~NNUAL L r I ~ 320 I ZABEL LAUREL: 45 3 PTS EA ¦ 135 PTS
\ ~ .A. ~ ~ ~ r~ ~ r~~~ / / 1 / ~ ~r I f 1 ~ I 1 r r '~i / ! l ~ ~ ~ `1-' ! ' CHINESE WTCHHA2;EL: 44 3 PTS EA ¦ 132•PTS
. ~ ~ r ! ! I r i / ~ / ! ! ~ . ~'ROPOSED TREE _ _ . . ~ . l l l ~ ~ ~ r / /PROTECTION FENCING ~ JJ 8;~1 ~ 1 ~ TOTAL PROPOSED SHRUBS ¦ 815 PTSgS
I f ~ f l~ / r i l . ~ . r ! / / ' % OF TOTAL PROPOSED POINTS m 47_;,_8% ~
( ! / ~ ~ .l r 1 / ~ ~ J ~ & , ~ i ~ I f TOTAL P01 NTS = 3,996 PTS .
_ ~ i I t I 1`' ~ l l I ' r l l ~ l 5 1-QP ! - r ~ / ~/(y ~ , ( 5~C 2-Q
/ ~ ~ I / lr ~ I r l 3-CAW , 5•I 5•I m t I
I 1 OC 1 I SIDEIREARYARDREQUIREMENTS: ~
° ! f ~ ~ i i . ) r 1 r r r ~ ~ r ' I ~ I SIDEYARD.(NORTHERNPRDPERTY LIMITS); 25° BUFFER REQUIRED
~ / J / r ~ ( 1, l MULCH LIN j I -MOST EXISTING VEGETATION WITHIN THE LIMITS OF THIS REQUIRED BUFFER iMLL N Q V
t e......./. / ~ / ~ 1 ~ AC - ~ Ryp,) f , ~ ~ REMAIN IN PLACE.. WHERE EXISTING VEGETATION IS SPARSE, PLANTINGS SHALL = ''1. ~ Z
H } r ~ BE ADDED TO BRING THE BUFFER TO CODE. ~ W ~ ~
/ ~ , , ~ ' / 'TREE OTEC~ON F CIN ~ r r M t - e ,,1. , ' , / / / ~ r ' r I 59 ~5• ~ ~ ~ 5-AC ~ ~ 2-CF SAC 1-QP '~""-°^e4,,,` ~ ~ ~ I REAR YARD (WESTERN PROPERTYIIMITS): 25' BUFFER REQUIRED ~ Z
1 I •MOST EXISTING VEGETATION (THIN THE LIMITS OF THIS REQUIRED BUFFER WILL ~ d ~ Q REMAIN IN PLACE. WHERE EXISTING VEGETATION IS SPARSE, PLANTINGS SHALL W tai
y " ~ 11 BE ADDED TO BRING THE BUFFER TO CODE. u-
~ I 1 ~ ~ BUILDING PLANTING REQUIREMENTS: In
I ~ i PRO SED PU IC I / ~ ~ ~ ~ ~ ~ ~ - . TOTAL REQUIRED POINTS: 6,019 PTS a x TOTAL BUILDING PLANTING POIMS REQUIRED: 6,018 x 10% ¦ 602 PTS
~1 / / UTILI EASEMENT / / ~ / / / ~ / l J r k ~ ~ I ~1r TOTAL BUILDING PLANTING POINTS PROVIDED; 685 PTS
/ ~ ~
5-]sl / i uc~ i} rf ~ VEHICULAR SURFACE AREA REQUIREMENTS
m \ \ 7 PG ~ i (1 ' ` TOTAL VEFICULAR SURFACE AREA, 79,704 SF } r ~ TOTAL PAVED AREA: 80,568 SF
' / ~ ~ ~ \ BM 199 Y - - - -
j f _ _ TOTAL LANDSCAPED AREA: 18,136 SF
2-QP I I I N - , ~ _ TOTAL LANDSCAPED AREA 24.01%" f ~
° 4 i 'MEETS 8% REQUIREMENTS FROM 7.1.1.4.b.(d) ~ I 1
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~..r a-AC ~ ~ , , e GENERAL I I ~ TREE AS SPECIFIED W THIN OUT DEAD AND ~ g
' ~ . 1. CONTRACTOR SHALL PERFORM ALL LANDSCAPE FINE GRADINGrSEEDING ANDIOR SODDING, PLANTING AND RELATED WORKAS I BROKEN BRANCHES, ° ~ ~~9
•.e..-.+11-j'' INDICATED IN THE PLANS. ' DO NOT CUT MAIN z E 6 i LEADER, 3 ~`v g
2. KEY REFERS TO PLANT LIST. CONTRACTOR IS RESPONSIBLE FOR MATCHING QUANTITY INDICATED ON PLAN. 4
TY 2 PLY REINFORCED ° RUBBER HOSE, ~s ~ s
1. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER,
IF AREAS ARE NOT COMPLETE AT THAT TIME THE WARRANTY PERIOD SHALL NOT START UNTIL RECEIVING OWNER ACCEPTANCE. i DOUBLE STRAND OF ~ ~ 92 GAUGE-WIRE,
0 5 hl Church - LandsCa in SCh@duI@ CONTRACTOR SHALL EXPECT TW4T MINIMAL OR NO MAINTENANCE WILL OCCUR AND HE SHOULD PRICE HIS BIDACCORDINGLY. nest Fell w p p g W~ W~ TREE TRUNK z za
Qt . Call er Hel ht S read Comments Code Botanlcai Name Common Name Y p 9 P P T WATER L 1x2x40" MIN. AS SPECIFIED, ~ ~ ~ 5
1. ALL PLANTS USED FOR INSTALLATION SHALL BE AS INDICATED ON THE PLANS AND IDENTIFIED ON THE PLANT LIST. Tr@@s „ 2. ALL PLANT MATERIAL SHALL BE A FIRST CLASS REPRESENTATIVE bF THE SPECIFIED SPECIES. PARK GRADE MATERIAL WILL NOT BE WOOD STAKE S ~ B 30" MIN, TURNBUCKLE 1YP. g
AR Acer rulxum'October Glory' October Glory Maple 27 2.5 17 MIN BB, Specimen ACCEPTED. DEPTH USE " ~ 4 PER TREE. 3 SHREDDED HARDWOOD ~R ~ 3~
CF Cornus florlda Whlte Dogwood 22 ' 1.25" 8"MIN BB, Specimen 3. IF A DISCREPANCY OCCURS BETWEEN PLAN AND PLANT LIST, THE PLAN SHALL GOVERN. ~ L BE NSTALLED PER PLANTING DETAILS. ~ MULCH ~'d ~o
CM Lagerstroemla x faudei'Townhaus®' Townhouse Crape Myrtle 10 1.0 6 MIN BB, Specimen, Muitl-stemmed 4. ALL PLANT MATERIAL SHAL I 7 125" 8' MIN BB, S ecimen 5. CONTRACTOR SHALL PROVIDE ALL REQUIRED LIME, FERTILIZER, MULCHES ETC. AS REQUIRED TO PREPARE PLANT PIT FOR PLANTING n. = z " GN~EED SAUCER, 4" HEIGHT.. ~ $
MV Magnolia Nrginiana Sweat Bay Magnolia P AS RECOMMENDED BY LOCAL AGRICULTURALAGENT. r _ 3 SHREDDED HARDWOOD W M
Prunus x edaensis 'Yostdno' Cherry 14 1.25" 8' MIN BB, Specimen 6. ALL PLANTINGS SHALL BE MULCHED AS PART OF LANDSCAPE INSTALLATION IMTH 3" OF SHREDDED HARDWOOD MULCH. MULCHED a ~ PY y • ~ ~ " 8' MIN BB 5 ecimen AREA UNDER A TREE SHALL NOT EXCEED 2 TIMES WIDTH OF TREE BALL. ° ~ a ~ MULCH ~ ~
PS Prur~s x yedoensis Shidare Yoshino Weeping Yoshino Cheny 1 125 e p 19 2.5" 12' MIN BB, Specimen 7, ALL PLANTS SHALL BE OF THE SIZES SPECIFIED OR LARGER. LARGER VARIETIES OF ONE PLANT WILL NOT OFFSET THE USE OF ~ QP Quercus phellos Willow Oak SMALLER PLANTS IN OTHERAREAS OF THE SITE. m ~ 00 ~ SAUCER ~ ~ ~ i ~ LL 0 TREE ' ~ ~ a~ o~ r ~ ~ t~ I REMOVE BURLAP ®~g~ m 31~+i~ ~ " x" ~'`i~ 0 TREE,P 9 3 n Z ~ffi
8. PLANTS LEFT AT SITE MORE THEN ONE NIGHT WrrHOUT BEING PLANTED SHALL BEHEELED-IN WITH MULCH OR PLANT MIX. .r E 7 w. d 1~,; J r~ ~ 1`
8. -ALL PLANT MATERIAL SHALL. BE INSTALLED, UNLESS OTHERIMSE SPECIFIED WITH A MINIMUM MIX OF 213 NATIVE SOIL AND 1I3 PEAT " CUT AND REMOVE BURLAP e ~ ""1T°P' i~r Try ~ i r. MIN E . ~ . r , , ~ ~I FROM TOP 1~3 OF BALL, rv "If~ i it ~ tta • ~ rlE+
Shrubs MOSS. IN POOR SOILS USE ONLY 113 NATIVE SOIL AND 113 TOP QUALITY TOP-SOIL WITH THE 113 PEAT. uIN• ~ I'I 60 18" MIN. 18" 3 Gal. Container BE PRUNE OF DEAD AND BROKEN BRANCHES. PLANTS WHICH ARE PRUNED BEYOND THE NORMAL GROWTH HABIT l~ l!~ ~ „f; .,L~. i+~_+ i.._~, PREPARED PLANTING
IH Raphialepis umbellata'Minor' Indian Hawlhome 10. ALL PLANTS SHALL D rP Ba rd Hol 208 24" MIN. 24" 5 Gal. Container OF SPECIES WILL NOT BE ACCEPTED. Dwa do BH Ilex comuta BurfordiP N + i {1~7 7r' ~ M N. M N, SEE SPECS, E, ~'~,+,~1a n1~'~~ II` ~ ~ PREPAID PLANTING SOIL
• e e Chinese Witchazel 81 18" MIN.. 18" 3 Gal. Container cW Loropetalum chm ~ LANDSCAPE INSTLLATI® BALL DIA. MIXTURE. SEE SPECS. DIAMETER OF
talum chiner~e Chinese Wllchazei 8 36" MIN. 3S" 10 Gal. Cardainer (at dumpster wall) CH Lorope PLUS 12" 6' MIN. BALL PLUS 24" ~`,~~111111111jfsrr'`~ w
r 82 18" MIN. 98" 3 Gal. Container ALL LANDSCAPING SHALL BE OF NURSERY STOCK QUALITY AND SHALL BE INSTALLED IN A SOUND WORKMANLIKE MANNERAND ACCORDING ZL PPUnus laurocerasus ZabeNana Zabel Laurei „ " TO ACCEPTED GOOD PLANTING PROCEDURES. ALL LANDSCAPING SHALL BE ADAPTABLE TO CLIMATE CONDITIONS OF THE AREA, AND 30"MIN, 4'-6" MIN., ®``~t d~,r~ ~
AC Rhododendran catawbiense'Anah Kruschke' Anah Kruschke Rhorbdendron 75 24 MIN. 24 5 Gal. Container CONSIDERATION SHALL BE GIVEN TO NOT PLANTING LARGE TREES NEAR UTILITIES. ALL LANDSCAPING SHALL BE MAINTAINED IN GOOD 1
C ilex crenata'Com eels' Japanese holly 81 4' MIN. 4' MIN. BB (at detention pond) CONDITION AND IN ACCORDANCE WITH ALL PROVISIONS OF THIS ORDINANCE AS FOLLOWS: p
1. ALL LANDSCAPING SHALL PRESENT AT ALL TIMES A HEALTHY, NEAT, CLEAN, ORDERLY, DISEASE-FREE AND PEST•FREE APPEARANCE, NOT TO SCALE NOT TO SCALE « . ~ ~ ~ ~ °o V ~ ~
n>tal Crass@51 Ttll~ 2. ALL LANDSCAPING SOILAND FILL SHALL BE FREE FROM WEEDS, REFUSE, AND DEBRIS ATALLTIMES. Groundcovers / Ora
G4 ~ ~ T;a~ Container. d2" O.C. 3. ANY DEAD PLANT MATERIAL OR MATERIAL WHICH FAILS TO SHOW HEALTHY GROWTH MUST BE REMOVED WITHIN THIRTY (3O) DAYS.
MG munlenDergla capmans evwiny %aiaaa w
524 1 Gal. Container, 36° O.C. 4. REPLACEMENT OF REMOVED PLANT MATERIAL MUST TAKE PLACE WITHIN (90) DAYS OF REMOVAL OR NOTIFICATION BY THE VL Lldope muscarl Variegata Variegated Liriope JURISDICTIONAL AGENCY, WHICHEVER OCCURS FIRST.
TURF Turf Type Fescue Mix Seed/Sod For Turf Areas 5. ANY REPLACEMENT PLANT MATERIAL MUST MEET THE SIZE AND OTHER CHARACTERISTICS OF NEWLY PLANTED MATERIAL THAT IT WOULD BE REPLACING. NORTH
6. MAINTENANCE OF ALL LANDSCAPING IS THE RESPONSIBILITY OF THE OWNERS, JOINTLY AND SEPARATELY. SIGNATURE. SHEUT W
7. TREES AND LARGE SHRUBS SHALL BE ADEQUATELY SUPPORTED, AS NECESSARY, USING STAKES AND GUYS. SUCH SUPPORTS SHALL Annuals/ bulbs Selection & Color B Owner BE DESIGNED $O AS TO PROTECT TREES AND SHRUBS FROM INJURY. TREES AND SHRUBS SHALL BE FASTENED TO THE SUPPORT PRELIMINARY 50' 0 50` 1001
Annuals Spring /Fall Begodas, Vinca (Pansy Mix 937 S.F. Y WITH AN ACCEPTABLE COMMERCIAL TREE TIE OF PLASTIC OR HOSE COVERED WIRE. DO NOT EPER OR CONSTRUCTION
8. ANY LANDSCAPED AREA REQUIRED BY THIS ORDINANCE SHALL NOT BE ENCROACHED UPON BY ANY TYPE OF VEHICLE. ALL LANDSCAPED AREAS MUST BE PROTECTED BY AN ENCROACHMENT BARRIER. SCALE: 1'=50' (Horiz.) CITY OF RALEIGH PUBLICUTILITIES O'

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HDWN ARE BASED DN THE FOLLOWING 1, THE FOOTCANDLE LEVELS AS S
CRITERIA, ANY SUBSTITUTIONS IN SPECIFIED FIXTURES OR CHANGES t
AFF CT LIGHTING LEVELS SHOWN AND WILL NOT TD LAYOUT WILL E BE THE RESPONSIBILITY OF SECURITY LIGHTING,
METAL HALIDE SOFFIT /BUILDING 2. THE CONTRIBUTION OF THE f
LIGHTING IS NDT REFLECTED DN THIS DRAWING,
10`
3, DISTANCE BETWEEN READINGS ~ {
T TO AIMING ANGLE/DIRECTION OF FIXTURES MAY
4, FINAL ADJUSTMEN S BE REQUIRED TD ELIMINATE LIGHT TRESPASS OR GLARE DNTD
ADJOINING PROPERTIES OR ROADWAYS,
TCANDLE LEVELS SHOWN ARE MAINTAINED, 5, FOO 1,4 l,b
MAINTENANCE FACTOR USED ON THIS DRAWING IS .75 1,~
1,8 2,7 2S 2,3 2,3 +r f
5A 42 4,1 4,1 2.3 L1 0.7 0,5 OS DS 0.8
3.4 7,5 ' 6, 6A 2.8 1,4 LD 0.7 OJ 0.7 t.0 1,8 3,3 5,5 6.0 5,5 6,4 4,3 2.B 2.3 2.4 3`,'~""`~-• 2.3 2,4 3, '
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UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN INCHES ~j
NOTEI ALL POLES ARE DRILLED TOLERANCES NDT OTHERWISE SPECIFIED V <<,~ :4 f1
-SPECIFY COLOR DECIHAL XXXt, OD5 FRACT1ONAl ANGULAR L:.J,~I'
MouNttNG ~ POLES SPECIFIED ON THIS DRAWING ARE RATED FDR F XTURE TYPEI SYMBOL QUANTITY CONFIG QUANTITY HEtuHT LUMENS POLE TYPES ~ QUANTIT MPH WIND LOAD, FDR AREAS WHERE THE WIND I AN 80 SCALE I r _ 40+ DATE NEXT ASSEMBLY REF, DRWGS, ~r'~,
' SSP-C8-~~(5°) 8 LOAD CRITERIA EXCEEDS 80 MPH, PLEASE CONSULT ® RP ®4 IE ff9 l~ DRAWN DY N(- 6/3O/O8 Perfornance Destpned Llpht~np Products
RSB/RCS-400MH-III-~~-MT ~ 13 SGL 3 30 35,000 FACTORY FDR PROPER POLE SPECIFICATION AND MODEL tGBS Johnson lN., Buffalo Grave, ilA mo+s 80089
DBL 180° 5 NUMBER, CHECKED BY t-GOO•saa-a6aG
APPRDVeD Hr POINT-BY-POINT FOOTCANDLE PLOT FOR
APPROVED HY FINISH - CHURCH
GARNER, NC APPROVED BY
THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALULATED FROM LABORATORY DATA, SHOP ORDER MATERIAL DRAWING NUMBER q p Q
TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE N1TH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL .PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRES MAY VARY DUE TO PROJECT NO. 1 C I- ~ O ~ V O t'I
VARIATION 1N ELECTRICAL VOLTAGE, TOLERANCE 1N LAMS, AND OTHER VARIABLE FIELD CONDITIONS l