20081328 Ver 1_Site Plan_20081009

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>i ~ i n 1 Extension S stem - ~ ~ ~ ~.~_l _ Sewer C®Ilect ® y P~~
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
~ Construction methods used for this project shallconform tothe standards and s eciflcations of the Cit 's Public Utilities Handbook. i ~ ~ ~ i ` ~ F"`
ii ' i 7 ~ ~ : ~
Cfty of Raleigh ~y,` > Public Utilities Department Permit # I ' 1 LL~+ + ~ : L i ARTHUR T : tL
, ° ~ ~ ~
Authorization to Construct
Date SITE
~r `1~ ~ ~ ~'1 _
G:1 ~ 4_ t.i ~ i
WATEFELD R.
The Constrection Contracfor responsible for the extension of _ - ~ f-
far - , r- - ; , I ~ ~ , waken and sewer, as a roved in these laps, is res on5ible } ~ ~ ' ' ~i
oontactin the Gerttral En irte~rit! De ar#men~t B39• SIGNATURE ~ ` , ` ~ ~ l l " . ~1 ~ 1,
6$1Q, and the P~tbiiC ~ltitlties De arfti~en~t$90~3404at p least twenty four hours prior to beginning any 6f their construction.
~ F ~ ti ~ . . + ~4
~n anceofbe innin cmoFRa~tcN'QUaucuTttrrtES i~, r4 ~ `r'+ ;';~a a h i i , Fa?ldtreta notify both City Departmentsi adv g g ~ , ~ ~ r~ , ~ , ~ ~ T SCALE
,4~ ~1r f,~ construction, will result in the issuance of monetary fines and ~ ~ , , G, u ~ ~ _ - "
re ulna reinstallation. of an water or sewer facilities not inspec tad q Y
as a result of this notification failure.
Fa6Ptlre to call for Ens tlon, Instal/ a Downstream Plug have p~
Permitted Planson the Jobsite; or any other ViolatFon of City of
Raleigh Standardswili result in a Fine and Possible Exclusion
from future work in the City of Raleggh.
SHEET # DCI~TI4
cove ~
oast Feilowshi Church -Phase 1 DEVELOPMENT NAE° p
. n r Ro STREET ADDRESS. 5120 a ad Y C=~ GEN~E~~ L
N nth Carolina Garner, o
C~4 EXISTI CONT~®S P ~ f
PIN ; 1730235361 TAX PARCEL PQPERTY IDENTIFICATION # ) ( C~5 SIT ALAN
' ri MXD-1 ZONING DISTRICTS , Mixed Use Dist ct } ( C~~ ~ GRAD~~N ~ I4AGE PIA
T CT; None OVERLAY DIS
C®7 RS T~L
AC 653 355 SF EXISTING SITE AREA° 15,0 ) ( C®~ UTILITY
RIGHT-OF-WAY DEDICATION f 0.10 AC
TOTAL SITE AREA. 14.9 AC ~9 ~ ~ ~ UTILITY FIB
° r fired INSIDE T0~lN LIMITS. o Annexation v+lili be eau }
( C-1 SITE ~~~~f ~~TI TAI
° V ant ° Wooded Grass: EXISTING USE. aC / -11 SITE C:~~~~~T I~
PROPOSED BUILDING USE: Reli loos Factli 9 ~
-12~ GRAIN TOR I El°ATLS
° ~
PROPOSED-TOTAL BUILDING AREA OR EXISTING AREA IF EXPANSION safd rosy}, 14,555 SF ( 9 C-13 ~ STOR~AT 6 f~ T TILS
AX° B ILDING HEIGHT: None M U
AK. BUILDING SETB C 5 C®15 RaI® ~~TL TIC
° o Road FRONT, 75 FT Ra n r ) ( Y oe~
SIDEe 75 FT UVater~eid Drive) C-1 T ~ ET ~
r
SIDE; 0 FT S Y S E T_ ARC ETILS
FT REAR. 0
L®1 S
BUFFS r
F 25 Fi" Ra nor Road RONT° y ) (
15 FT ~Naterfieid Drive SIDE. ) (
° 25 FT North
SIDE. ( }
REAR: 25 FT { a I o~-~2
FF-STREET PARKING. Q
7 seats- f RE UIRED° 5 (300 ) Q
° 12 PROVIDED.
- f ~ he onion of the church STANDARD APPLIED. 1 s ace for eve 4 seats or 1 s ace for eve 40 s n t p ( p ~ p rY
lojiJE)8 REVISED WAKE COUNTY, CITY QE RALEIGH ~ NGt)ENR REVIEW
used far servies r
CCES TBLE SPACES: S 7J11/p8 REVISED PER TOWN OF GARNER - STCIRM DRAINAGE AND SANITARY SEWEit
5 REQUIRED. 7J2/Q$ REVISED PER TOWN OF GARNER ~ RALEIGH UTILITY DEPT: REVIEW COMMENTS
D D: 5 6/16/08 REVISED PEft TOWN Of GARNER & RALEIGH UTILITY DEPT. REVIEW COMMENTS
PROVI E REVISED PHASE 1 PARKING; DRIVEWAY ACCESS, STORM WATER MANAGEMEfVT
& GRADING
EA CLCULATIOSr IMPERVIOUS AR ® 5/16 j08 REVISED PER TOWN OF GARNEit & RALEIGH UTILITY DEPT. REVIEW COMMENTS
o BUILDING. 14 585 SF 0.33 AC 2°21 /o OF SITE NOa DATE DESCRIPTION BY
0
PAVEMENT® 67 525 SF 1,55 AC 10,40 /o Of SITE P
OPEN SPACE 567151 SF 13.05 AC 57,39- /a OF SITE This document; together with the concepts a+~ des~ns presented herein; as an instrumentof services, is intended only.. ~,~~~°°$~g~'~~~®r,;
s for the specific purpose and client for which it was prepared; ~ GA,~Q`~'e,~~
Reuse: of and improper reliance on this d~umer~ wimout written ~ ~~O~S~4°~®~.q
PROPOSED IMPERVIOUS AREA. 1;SS C ~ , ± ~z. x >w~~~~ ~ 3 authorizatipn and adaptation by Triangle Site Design; PLLC-shah ~ ~
~ 4r ~ be without liability to Triangle Site Design;. PLLC. ~ SEAL Q
rt , r PROPOSED WATER LINE PRIVATE : 6 i 663 LE ~ ~ . H,:. . ~.r. , ~ ) ~ ~ yyy,~ ~ 2443 ~ ~ ~ Qe
2" COPPER 275 LF
„ 0~'f P ~ ?00
PRnP~ISFf~ SANTTARY SEUVER I-TNE (PU~LICI. ~ DI 461.11 LF ~ ~C•T Aa ~~Uf2 ~~sg®8~~~~g.i9:~!"11a,°°~°~
it t PVC 480.06 ~.F DRAWING. SEAL:
lr~.V1JJ k.'.. PRELIMINARY
DATE: JOB NUMBER:
CONSTRUCTION NOT FOR U LY 0 2" 0 0 8 0 0 10311 ol 0

:
T ° TILT NTa
iG TEa WAGE N ° GENE L NO 5° G D ~V
PON E F N G APPROVAL FROM THE POWER AND TELEPHONE COMPANIES FOR THE LOCATION AND HEIGHT OF ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN. FENCING, TREES, & ETC., WITHIN CONSTRUCTION AREA SHALL BE ALL DRAINAGE STRUCTURES SNAIL 8E PRE-CAST. CONTRACTOR IS RES SIBL OR OBTAI IN REMOVED & DISPOSED OF OFF SITE. ANY BURNING ON SITE SHALL BE SUBJECT TO LOCAL ORDINANCES AND SPECIFICATIONS, ALL WORK SHALL BE DONE t.N STRICT ACCORDANCE WITH CITI' OF RALEIGH STANDARD IRAWINGS AND SPECIFICATIONS. 3°'
_ THE SITE SIGNAGE BEFORE CONDUIT AND WIRING IS INSTALLED. MEET HEAVY DUTY TRAFFIC (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 OF RALEIGH PUBLIC UTILITIES DEPARTMENT HAND800K COVERING SUCH ITEMS SHALL APPLY, ~
OTIFY A! UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY GENERAL CONTRACTOR SHALL N L CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS, AND EXCAVATION. CONTRACTOR SHALL CONTACT' UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START, TOWN 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 TN SIDEWALKS VESTIBULE EXIT PORCHES, RAMPS, TRUCK DOCKS, DOWNSPOUTS, GRAVEL ALL WORK MUST BE DONE IN STRICT ACCORDANCE WITH THE TOWN OF GARNER CEMENT-LINED DUCTILE IRON PIPE Pit CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. U~ ~
AREAS ADJACENT TO BUILDING WALLS, UTILITY ENTRANCE LOCATIONS AND BOLLARDS IN BUILDING STDEWALIGS, SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED, CATCH BASINS, MANHOLES, FRAMES, GRATES, ETC, SHALL MEET THE REQUIREME ET THE REQUIREMENTS OF THE LATEST EDITION OF THE NORTH CAROLINA C3 O
° ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. DEPARTMENT OF TRANSPORTATION STANDARD DETAILS AND SPECIFICATIONS, ACCESSIBLE SIGNS WITH A VAN MARKING SHALL HAVE ADDITIONAL SIGN MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY SIGN DENOTING SPECIFICATIONS. GRAVlT1' SANITARY SEWER MACNS SHALL BE DUCTILE IRON PIPE OR PVC PIPE, AS SPECIFIED IN THESE PLANS AND CITY OF RALEIGH ~ ~ ~ STANDARDS AND SPECIFICATIONS, SANITARY SEWER SERVICES SHAII BE SCHEDULE 40 PVC. . ~ ~ ~
VAN ACCESSIBTLITYe ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND ALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: BREAKING, S70RM PIPE SH ED: CLEANOUT SYMBOLS SHOWN ON THESE PLANS REPRESENT LOCATION OF SURFACE ACCESS POINT. CONTRACTOR SHALL LOCATE WYE F„ _ ~ ~
REFER 70 DETAIL SHEETS FOR DETAILS OF ON-51TE SIGNAGE, STRIPING, AND PAVEMENT MARKING. TYPE 1; RCP, CLASS III PER ASTM C-76,Wi7H FLEXIBLE PLASTIC BITUMEN C THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND PLASTIC BITUMEN GASKETS AT JOINTS. APPROPRIATELY BASED ON PIPE DEPTH, ,,1, ,.r ~ ~ C~
CONSTRUCTION DOCUMENTS AND SHAD. WAIF FOR INSTRUCTION PRIOR TO PROCEEDING. TYPE 2: NIGH DENSITY POLYETHYLENE PIPE (HOPE) - AASIiTO pESIGNATIO REFER TO SITE PLAN WR ADDITIONAL DIMENSIONAL INFORMATION. ASHTO DESIGNATION M252 TYPE S, M294 TYPE SAND MP7-97 TYPE S, SMOOTH ALL MANHOLES SHALT BE CONSTRUCTED IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS. MANHOLE DIAMETER SHALL VARY DEPENDING Q ~ ~ ' 7~nrv , . !
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING INTERIORJANNULAREXIERIOR, ONLY PERMITTED WHEN SPECIFICALLY INI :N SPECIFICALLY INDICATED ON THE CONSTRUCTION DRAWINGS. PIPE SHALL BE ON PIPE DIAMETER AND DEPTH, PER CITY OF RALEIGH STANDARDS. ~ ~ ~ ~ ~ ~ R'S INSTALLATION GUIDELINES. PIPE JOINTS AND FITTINGS SHALL CONFORM TO
ALL HEIGHTS AND SETBACKS SHALL MEET THE MINIMUM STANDARDS SET FORTH iN THE TOWN OF GARNER CODE. UTILITIES THAT OCCUR DURING CONSTRUCTION. INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURER'S INSTALLATION AASHTO M252 AND MZS4. LOCATIONS AND SIZES OF EXISTING UTILITIES SHOWN ON THESE PLANS WERE TAKEN FROM MAPS PREPARED BY OTHERS. THE CONTRACTOR IS ~ ~ Z ~ SOLELY RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO 50. .
R ONS A D CODES AND O.5.H,A. STANDARDS. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CTJ'Y AND COUNTY EGULATI N PLASTIC BRUMEN GASKETS AT JOINTS, THE CONTRACTOR SHALL BE RE5PONSIBtf FOR PROVIDING RECORD DRAWINGS TO THE ENGINEER SHOWING THE LOCATION OF WATER AND
L F LL TO BE COMPACTED PER THE RECOMMENDATIONS OF A GEOTECHNICALENGINEER, TYPE 3; RCP, CLASS IV PER ASTM C-76,WTTN FLEXIBLE PLASTIC BRUMEN G SEWER SERVICES AND ANY DE'VIATIONS FROM PLAN5 MADE DURTNG CONSTRUCTION, THE ENGINEER WILL PROVIDE THESE RECORD DRAWINGS ~ ~ x
ALL I LANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. TH05E ISLANDS ARE TO HAVE CURB & GUTTER AS SHOWN ON THE CONSTRUCTION AL I S DRAWINGS. ALL REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN, LIMITS OF CLEARING SHOWN ON GRADING P1AN ARE_BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING ALL STORM DRAINAGE WITHIN THE PUBLIC RIGHT-OF-WAY OR PUBLIC EASEMENT R PUBLIC EASEMENTS SHALL BE CLASS III REINFORCED CONCRETE PIPE PER ASTM ~ THE OWNER. r- U 0_ WATER MAINS SHALL HAVE A MINIMUM COVER OF 36" BELOW PROPOSED GRADE,
REQUIREMENTS. C-76, WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS. ALL CURBED RADII ARE 70 BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5`, THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER o
P MENT CR SS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS 70 BE COMPLETED UNDER A MINIMUM GRADE OF 0.50 /o SHALL BE MAINTAINED ON ALL PIPES, UNLESS OTNI PIPES, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTTII'TTES AND FIRE HYDRANTS MUST BE FUNCTIONALLY APPROVED PRIOR TO STRUCTURAL CONSTRUCTION,
Y TOPOGRAPHY UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY SURVEYING SOLUTIONS PC DATED DEC. 5, 2007, TO SA~NTRA , 0 SITE BOUNDAR , 7HI CO CT 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. PLANS 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 GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR AI.L TAP AND TIE-ON FEES REQUIRED, AS WELL AS COST OF UNDERGROUND SERVICE ~ EN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. CONNECTIONS TO THE BUILDING. ~
OR EXISTING DRAINAGE INLETS OR SHEET OVERLAND. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING d
THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, TRAFFIC MEN, ETC, FOR MAINTENANCE AND TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY SURVEYING SOLUTIONS, PC. IF CONTRACTOR DOES NOT ACCEPT PROTECTION OF TRAFFIC AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT}, EXISTING TOPOGRAPHY A5 SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHAIt HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, FAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL ELECTRICAL SERVICE TO PAR MOUNTED TRANSFORMER SHALL BE RUN UNDERGROUND, FROM ROADRIGHT-OF-WAYTO TRANSFORMER LOCATION. ASSOCIATED COST SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ~
A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CONTRACTC~t SHALL SATISFY HIMSELF OR HERSELF OF THE SILT AND DEBRIS.
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 UNE5 SHALL BE INSTALLED IN ACCORDANCE WITH THE' RDANCf WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS, TEES, AND FIRE HYDRANTS. ~
THE CONTRACTOR 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 ACCORDANCE WITH THE STANDARDS OF THE NCDOT. pISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES, A, NO MORE THAN 540 LF OF TRENCH MAY SE OPENED AT ONE TIME, DIMENSIONS SHOWN ARE TO CENTERLINE QF PIPE OR FITTING. ~ Cy AT ONE TIME.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND ALL UNSURFACED AREAS DISTURBED BYGRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL,. CONTRACTOR SHALL APPLY B, EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENt HILL SIDE OF TRENCHES, ALL WATER AND 5ANTTARY LEADS TO BUILDING SHALL END 5' OUTSIDE THE BUILDING LIMITS AS SHOWN ON PLAN AND SHALL BE PROVIDED ~ ~ 4 j
THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING, STABILIZATION FABRIC TO ALt SLOPES 3H:iV OR STEEPER. CONTRACTOR SHALL GRASS DISTURBED AREAS UNTIL A HEALTHY STAND OF GRA55 C, EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERER OR PAS I5 OBTAINED. BOTH, AND DISCHARGED IN A MANNERTHAT DOES NOT ADVERSELY AF 3E FILTERER OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR WITH A TEMPORARY PLUG AT END, ~ ~ ~ NOT ADVERSELY AFFECT FLOWING STREAMS OR QFF-SITE PROPERTY. ~ ~
_ T E E F RB EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. D, MATERIAL USED FOR BACK-FILLING TRENCHED SHALL BE PROPERLY COF ALL SITE DIMENSIONS ARE REFERENCED O TH FAC 0 CU OR CONSTRUCTION SHALL COMPLY WITH All APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. L BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE ALL FIRE HYDRANTS SHAi.L BE PROVIDED WITH AN APPROVED GATE VALVE A MAXIMUM OF 5.0 FROM HYDRANT. ~ ~ ~ ~
STABILIZATION. ALL TRENCHING, PIPE LAYING, AND BACKFILLiNG SHALL BE IN ACCORDANCE WITM FEDERAL OSHA REGULATIONS. MINIMUM TRENCH WIDTH C9 ~ _ ~ )RDANCf WITH THE EROSION AND SEDIMENT CONTROL REGULATIONS. SHALL BE 2 FEET. ~ ~ ~
ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING AND SPECIAL EXCAVATION E. DESTABILI2ATi0N SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED F, APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITIi. [ED WITH. GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS SYSTEM PRIOR TO ~
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE PROPER LONGITUDINAL GRADE FOR ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEATS NO RESPONSIBILITY FOR THE DFSIGN(S} TO INSTALL SAID ITEMS, RING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR INSTALLATION. LI! ~
DRAINAGE. OR 5 ALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTEC THE CONTRACT H ANDJOR REPLACE THE EXISTING STRUCTURE A5 NECESSARY TO RETURN IT TO E; PLANS. TO RETURN IT TO EXISTING CONDITIONS OR BETTER, ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. ~ gry
THE CONTRACTOR SHALL RETAIN EXISTING PAVEMENT, UNLESS OTHERWISE NOTED. D OR SEALED TO MANUFACTURE'S SPECIFICATIONS TO ASSURE CONNECTION AT CONTRACTOR SHALL NOTIFY THE WATER AUTHORITY INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE, ~
THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATION, ELEVATION, AND DIMENSIONS OF VESTIBULE, SLOPED ALL STORM PIPES ENTERING STRUCTURES SHALL BE GROUTED OR SEALED TO MI PAVING, EXIT DOORS, RAMPS, TRUCK DOCKS, BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. STRUCTURE I5 WATERTIGHT, ALL UTILITIES SHOULD BE KEPT TEN (10'}APART (PARALLEL} OR WHEN CROSSING 24" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO
SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. C ALL FILL MATERIALS, EXISTING BUILDING FOUNDATItJNS, PAVEMENT AND UTILITY STRUCTURES, TOPSOIL AND ANY OTHER DELETERIOUS ALL STORM STRUCTURES SHALL NAVE A SMOOTH UNIFORM POURED MORTAR INl OURfD MORTAR INVERT FROM INVERT IN TO INVERT OUT. OUTSIDE EDGE OF PIPE}.
REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) FOR DETAILS OF STANDARD TRAFFIC CONTROL DEVI ES 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 C600IS REQUIRED. DISINFECTION AND
ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNIAL REPRESENTATNE TO DETERMINE WHETHER UNSUITABLE ROOF LEADERS SHALL BE TIED INTO THE PROJECT STORM DRAINAGE SYSTEM AS ALL WORK SHALL CONFORM TO THE APPLICABLE CODES AND ORDINANCES, MATERIAL MUST BE REMOVED. ALL UNDESIRABLE MATTER SHALL BE REMOVED, BACKFTLLED AND COMPACTED A5 REQUIRED BY THE ;AINAGE SYSTEM AS SHOWN. CONNECTION OF THE ROOF DRAIN LEADERS TO THE BACTERIA SAMPLING OF ALL NEW WATER MAINS IN ACCORDANCE WITH AWWA STANDARD 0651 IS REQUIRED. NEW MAINS SHALL. NOT BE. ~
STORM DRAIN SYSTEM SHALL BE A WATERTIGHT CONNECTION. CONTRACTOR T4 N. CONTRACTOR TO COORDINATE ROOF DRAIN GRADES AND LOCATIONS WITH PLACED IN SERVICE UNTIL WRITTEN ACCEPTANCE FROM THE CITY OF RALEIGH IS RECEIVED. _
CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIM QR HERSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL GEOTECNNICAL REPRESENTATIVE. THE ARCHITECTURAL PLANS, MAKE PROVISIONS AS TO THE COST THEREOF, CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIM OR HERSELF WITH ALL GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE, AS DIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO PRESSURE REDUCING VALVES WILL BE REQUIRED ON THE DOMESTIC WATER MAINS IF THE STATIC PRESSURE AT THE BUILDING EXCEEDS SOP5I. ~
CONTRACT DOCUMENTS FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED A5 SHOWN PRIOR ACCOMMODATE UNFORESEEN CONDITIONS, STATIONS, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND THIS PLAN DETAILS PIPES UP TO 5FT FROM THE BUILDING FACE, REFER TO DRA' 1CE REFER TO DRAWINGS BY OTHERS FOR BUILDING CONNECTIONS, IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROP05ED}, i NECESSARY. THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST'IO FEET ON 80TH SIDES OF CROSSING, THE
TO PROCEEDING WITH CONSTRUCTION, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER PRIOR TO THE JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS, AU. CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE CONTRACTOR SHALL SUPPLY AND INSTALL PIPE ADAPTERS AS NECESSARY. WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 24"
COMMENCEMENT OF WORK, NOTED" NTRA OR SHALL ADJUST AND OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMEN JSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11(AWWA C-151} {CLASS SO}. 2ADf. LIDS SHALL BE LABELED uSTORM SEWER". UNE5 UNDERGROUND SHALL BE INSTALL, INSPECTED AND APPROVED BEFORE BACKFTLLING,
H AN FA RER'S RECOMMENDATIONS AND OWNER'S RE UIREMEN7S UNLESS CO ~ J MANHOLES IN UNPAVED AREAS SHALL BE 6"ABOVE FINISH GRADE. LIDS SHALL B INSTALL ALL EQUIPMENT AND MATERIALS YN ACCORDANCE WIT M U CTU Q
SPECIFICALLY OTHERWISE INDICATED OR WHERE LCX:AL CODES OR REGULATIONS TAKE PRECEDENCE. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE, CONTRACTOR S TE, CONTRACTOR SHALL ADJUST AS NECESSARY, TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROP05ED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT A~}VE FINISHED GROUND ELEVATIONS WITH WATERTIGHT LIDS IN UNPAVED AREAS.
CONTRACTOR SHALL CLEAN AND REMOVE DEBRIS AND SEDIMENT DEPOSITED ON PUBLIC STREEYS, SIDEWALKS, ADJACENT AREAS, OR OTHER SPOT ELEVATIONS AT EDGE OF ASPHALT PAVEMENT OR AT CURB IF CONCRETE PAVEMENT,
PUBLIC WAYS DUE TO CONSTRUCTION. EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT RTM ELEVATIONS AS NOTED ARE TO THE GUTTER FLOW LINE, ALL CONCREff FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 4000 P.S.I.
CON?RACTOR SHALL INCORPORATE PROVISIONS AS NECESSARY TN CONSTRUCTION TO PROTECT EXISTING STRUCTURES, AHYSICAL FEATURES, CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE DRAWINGS DO NOT PURPORT TO SHOW AtL EXISTING UTILITIES. EXISTING UTILITIES SHALL BE VERIFIED IN FTEi.D PRIOR TO INSTALLATION ~ OF ANY NEW LINES.
AND MAINTAIN SITE STABILITY DURING CONSTRUCTION. CONTRACTOR SHALL RESTORE ALL AREAS TO ORIGINAL CONDITION AND AS DIRECTED STRUCTURE, PER APPLICABLE COVERING CODES, UTILITIES ARE TO Sf"REMOVED TO THE RIGHT-OF-WAY, BY CONTRACT DRAWINGS. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND UTILITIES BY OTHERS AS CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RALEIGH WITH REGARDS TO
SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN TN THE MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES,
ALL PAVEMENT JOINTS SHALL BE SAWCUT PRIOR TO PAVING TO PROVIDE A DURABLE AND UNIFORM JOINT, FIELD, THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQVEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE THE CONTRACTOR I5 SPECIFICALLY CAUTIONED THAT THE LOCATION ANDJOR ELEVATION OF EXISTING UTILITIES OR UTILITES BY OTHERS AS
TE ALL EXI TINE UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN NO HOLES, TRENCHES OR STRUCTURES SHALL BE LEFT OPEN OVERNIGHT IN ANY EXCAVATION ACCESSIBLE TO THE PUBLIC OR IN PUBLIC RESPONSIBILITY OF THE CONTRACTOR TO RELOCA S SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY
RIGHT5-0F-WAY, ON THE PLANS, SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING SHALL NOT EXCEED 2% IN ANY DIRECTION, SLOPES IN ACCESSIBLE ROUTES SHALL COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES, TT SHALL BE THE
THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR THE REMOVAL, REPLACEMENT AND RECTIFICATION OF ALL DAMAGED AND NOT EXCEED 2°/a CROSS SLOPE AND NO MORE THAN 5% iN LONGITUDINAL SLOPE, WITH THE EXCEPTION OF RAMPS WHICH SHALL BE BUILT IN RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH. THE PROPOSED IMPROVEMENTS SHOWN ~ ON THE PLANS.
DEFECTIVE MATERIAL AND WORKMANSHIP IN CONNECTION WITH THE CONTRACT WORK, THE CONTRACTOR SHALL REPLACE OR REPAIR AS CONFORMANCE WITH ADA CRITERIA AND LOCAL DESIGN STANDARDS. DIRECTED BY OWNER ALL SUCH DAMAGED OR DEFECTIVE MATERIALS WHICH APPEAR WITHIN THE CONTRACT PERIOD. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES ANDJOR UTILITY SERVICE COMPANIES SHALL BE PERFORMED
PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE, CONTRACTOR SHALL COORDINATE WITH ALL UTltITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. ' ~
ALL WORK PERFORMED BY THE CONTRACTOR ANDJOR TRADE SUBCONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF LOCAL, STATE AND
FEDERAL LAWS, AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS, ALL UTILITY MATH LENGTHS SHOWN ARE APPROXIMATE. ~
WHERE THE TERMS "APPROVED EQUAL", "OTHER APPROVED", "EQUAL TO", "ACCEPTABLE", OR OTHER GENERAL QUALIFYING TERMS ARE USED IN ~ ALL EXISTING UTILITIES PROPOSED TO BE RELOCATED ON THESE PLANS IF ANY, SHALT. 6E PLACED UNDERGROUND. ~ ~
THESE NOTES,IT SHALL BE UNDERSTOOD THAT REFERENCE IS MARE TO THE RULING AND JUDGMENT OF TRIANGLE SITE DESIGN, PLLC, ALL CONSTRUCTION METHODS & MATERIALS SHAII CONFORM WITH THE CURRENT SPECIFICATIONS AND STANDARDS OF THE AMERICAN p, C, WATER WORKS ASSOCIATION (AWWA}. THE AWWA CONSTRUCTION STANDARDS ARE SET FORTH IN THEIR CONSTRUCTION SPECIFICATIONS ~
THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL PHASES OF AND STANDARD FOR WATER AND 5ANTTARY SEWERAGE FACILITIES, A COPY OF WHICH MUST BE PURCHASED FROM THE AWWA BY THE ~ ® ~
CONSTRUCTION FOR USE OF ALL TRADES. CONTRACTOR AND KEPT AT THE JOB SITE AT ALL TIMES, REFERENCE TO NCDOT SHALL MEAN THE CURRENT STANDARDS ANp/OR SPECIFICATIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. ~ ~
THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ANY CHANGES AND DEVIATION OF APPROVED PLANS NOT AUTHORIZED BY THE THIS PLAN DOES NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE, SIZE, TYPE, LOCATION, ALIGNMENT OR DEPTH OF ANY OR AlL ~ ~
ARCHITECTJENGINEER ANDJOR CLIENTJOWNER. UNDERGROUND UTILITIES OR OTHER FACILITIES. WHERE SURFACE FEATURES (MANHOLES, CATCH BAS1N5, VALVES, ETC.} ARE UNAVAILABLE
DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN, ANY MODIFICATION TO SUIT FIELD DIMENSION AND CONDITION SHALL BE OR INCONCLUSIVE, INFORMATION SHOWN MAY BE 1RtOM UTILITY OWNERS RECORDS AND/OR ELECTRONIC LINE TRAGING, THE RELIABILITY OF ® ~ WHICH T5 UNCERTAIN. THE CONTRACTOR SHAII PERFORM WHATEVER TEST, EXCAVATION OR OTHER INVESTIGATION IS NECESSARY TO u°° ~
iTTED 70 THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ANY WORK, LEGEND SUBM VERIFYTIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO KTMLEY-HORN AND ASSOC, F- ' INC. AT (919} 677-2000. UTILITY COMPANIES SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY EXCAVATION iN THE PROXIMITY OF THEIR ~ '
BEFORE THE FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND MATERIALS, REPAIR OR REPLACE D TION PROPOSED EXISTING DESCRIPTION PROPOSED UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AT HIS EXPENSE ANY EXISTING UTILITIES DAMAGED DURTIdG ~
DAMA ED OR DESTROYED DURING CONSTRUCTION CLEAN THE AREAS WITHIN AND EXISTING ESCRIP PRIUATf DR PUBLIC PROPERTY WHICH MAY HAVE BEEN G , CONSTRUCTION.
ADJACENT TO THE PROJECT WHICH HAVE BEEN OBSTRUCTED BY HISJHER OPERATIONS, AND LEAVE THE PROTECT AREA NEAT AND PRESENTABLE, u - OVERHEAD ELEC . ter.„.::..~., ,m,~ ,...."-...n,~.-"..~.• PROPERTYjROW THE CONTRACTOR SHAII BE REQUIRED TO IXCAVATE BELOW PLAN GRADE ANY MATERIALS WHICH ARE UNSUITABLE FOR FOUNDATIONS, SUB - - GINEER IN OTHER AREAS, COMPENSATION SHALL BE ASSET FORTH IN THE CONTRACT DOCUMENTS, a?®®~ ~ ~ ,
U DERCUTTING ANND BA~CKFILQLING SHALL BE DETERMINED B YTNE~CITY OF RALEIGH AS TO AREAS WITHIN STREET RIGHT-OF--WAY AND THE y':~°°U,~
ROADWAYS AND BUILDINGS MUST BE CAPABLE OF SUPPORTING FIRE APPARATUS WRING CONSTRUCTION. ._M ..,_.,,r SETBACK ; - UNDERGROUND TEL L _ EN
ADDRESS NUMERALS SHALL BE DISPLAYED ON THE OUTERMOST SURFACE OF THE BUILDING OR ON A SIGN. NUMERALS TO BEAT LEAST 12 .,,r..,..,-...,.,..,., EASEMENT L'i i TRANSFORMER PAD SUB-SURFACE UTILITY WARNING TAPE AS MANUFACTURED BY THE GRIFFOLYN COMPANY, OR EQUAL, SHALL BE PLACED AT AN ELEVATION NOT ~~.w%~ fit ~M I ® LESS THAN 6-INCHES NOR MORE ?FLAN 12-INCHES BELOW THE PROPOSED FINISHED GRADE ABOVE NON-CONDUCTIVE SEWER AND WATER v a~"~~~ p ' i
YNCHES IN SIZE, PN A COLOR CONTRASTING WITH IT'S BACKGROUND, AND VISIBLE FROM THE. ROAD. MAINS IN PUBLIC RTGHTS•OF•WAY OR EASEMENTS, THE TAPE SHALL BE OF A DURABLE, METALIZED, PLASTIC FILM SIMILAR TO "TERRA•TAPE D" a FOR IDENTIFICATION BY ELECTRONIC PIPE LOCATING DEVICE AS WELL AS VISUAL IDENTIFICATION. THE TAPE fOR SEWER FORCE MAIN LINE I ~ '
CENTERLINE GATE VALVE SHALL SE BRIGHT GREEN WITH THE FOLLOWING IMPRINTED LEGEND "CAUTION-SEWER LINE BELOW". THE TAPE FOR WATERLINES SHALL BE ~ ~ ~ ~ ~ ~ b
~"^^~^W~~~~~,°~h° ~Tk~^~°-~~~ ~~~~",-w~^p"~ MONUMENT ° ® LIGHT POLE BRIGHT BLUE WITH THE WLLOWING IMPRINTED LEGEND "CAUTION- WATER LINE BELOW.° IN ADDITION TO THE DETECTABLE TAPE,12 GAGE ~ COPPER WIRE SHALL BE INSTALLED ALONG THE PIPE FOR PURPOSES OF POSITIVE IDENTIFICATION AND LOCATION, AS REQUIRED BY THE °°W~~ a
CONTRQL NOTESII DEPARTMENT OF PUBLIC UTILITIES. ~°g~°Aja ®~m~~~' e
TRAFFIC ~„~.,.~,~M•„~.w,::. ...wa::w H. o~y~~,nMw>:.N,., IRON PIPE/ROD UTILITY POLE A MINIMUM VERTICAL SEPARATION OF 18" SHALL BE MAINTAINED BETWEEN SANITARY SEWER & WATER LINES AND A FUtI JOINT OF WATER ~®e~~~~~~ ~ o e
THE DISTRICT OFFICE OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT} MUST BE NOTIFIED A7 LEAST 24 HOURS PRIOR r; ~ :r'~,~ LINE PIPE SHALL BE CENTERED WHERE WATER LINE CROSSES OVER SANITARY SEWER, bNHERE CLEARANCE I5 LESS THAN 18" BUT GREATER a : s THAN 12", SANITARY SEWER SHALL BE PRESSURE TESTED DUCTILE IRON PIPE 10' FROM WATERMATN. WHEN WATER LINE CROSSES UNDER ~ d"Jp
TO (-ONSTRUCTION. wn'f : BUILDING HYDRANT SANITARY SfWER,18"MINIMUM CLEARANCE MUST BE MAINTAINED, AND SANITARY 5E~dER SHALL BE PRESSURE TESTED DUCTILE IRON PIPE 10' r FROM WATERMATN.
TRAFFIC MUST BE MAINTAINED AT ALL TIMES AND TRAFFIC CONTROL MUST COMPLY WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL rs~?~ WETLANDS ws~~;~ CATCH BASIN ALL PVC WATERLINES SHALL HAVE BURIED WITH THE PIPE # 12 COATED ELECTRIC WIRE AND BROUGHT UP INTO THE METER BOXES,
DEVICES (MUTCD} AND WITH THE CURRENT EDITION OF THE IdCDOT STANDARDS AND SPECIFICATIONS, ~s ~ ~
ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF b:04 AM TO 9:00 AM AND FROM 4:00 PM TO 6:00 PM, A MINIMUM OF ONE ' EDGE WETLAND 4; MANHOLE ® THE CONTRACTOR SHALL PROVIDE A SURVEY AS-BUILT RECORD DRAWING dF THE SANITARY SEWER SYSTEM AND THE WATER DISTRIBUTION ~ ~ ~ ~ SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF RALEIGH UTIITY DEPARTMENT AND TOWN OF GARNER. ~ ~ ~ ~ ~ ~ ~
12-FOOT LANE SHALL BE MAINTAINED AT ALL TIMES, w,~,•. SIGN `,'k~' POTABLE WELL a~~~~ ~
ALL ROADWAY SIGNS WHICH ARE TO BE REMOVED DURING CONSTRUCTION ARE TO BE REINSTALLED AS SOON AS POSSIBLE, w_H_.„",.....,_..~.. „-...,,....,~r.:_y._,_. STREAM wu$-~ ~ A
DURING NON-WORKING HOURS, EQUIPMENT TS TO BE PARKED A5 CL05E TO THE RIGHT OF WAY LINE A5 POSSIBLE AND BE PROPERLY 15" RCP C7 ~ ~ ~ ~ C7 > x ~ g~
BARRICADED IN ORDER TO PREVENT ANY EQUIPMENT OBSTRUCTION WITHIN THE TRAVEL LANE. , ~ ~ m.. , ~ CULVERT „w, ~ . GRAVEL ROAD L - . = ACFL V I TESo ~ ~ ~ a ro~
ALL CONTRACTORS DOING WORK WITHIN STATE RIGHT OF WAY ARE TO HAVE A COPY OF THESE PLANS ON THE JOB SITE, - - .3ts.~+? SPOT GRADE ...:m-_,..........~,,,.._.....,_,~.~,...,..,,,_,.-,......w..,~.„ EDGE PAVEMENT 230.20 THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPARTMENT CONNECTION POINTS OR OTHER ~ ~ ~ ® ~ ~ ~ WATER•U5TNG APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS UTILITY DEPARTMENT REQUIRED f- I- ~ ` t•• ~
WHEN PERSONNEL ANDJOR EQUIPMENT ARE WITHIN 5' OF AN OPEN TRAVEL LANE, THE CONTRACTOR SHALL CLOSE THE OPEN TRAVEL LANE M_,-_-,,._"„ o-~-~-o BACKFLOW PRfVENTER, ~ ~ ~ w P ~ d e~ is cn ~ ~ b
ADJA E T TO THE WORK AREA USING APPROPRIATE TRAFFIC CONTROL MEANS AND METHODS UNLESS WORK IN THAT AREA IS PROTECTED BY ~ „N , , m„ „ „ "Aww µ m, " r,-µ ~ CHAIN LINK FENCE CN GURBLINE $ARRIERORGUARDRAIL ,__m....,._._M_,.....~ ,_..,_._.m._.. x x EACH UTILITY DEPARTMENT REQUIRED BACKFLOW pREUENTER ASSEMBLY IS REQUIRED TO BE TESTED BY AN APPROVED CERTIFIED TESTER ~ a ~ ~ a
BARB WIRE FENCE PRIOR TO PLACING THE WATER SYSTEM INTO SERVICE. ~ ~ ~ ~
THE CONTRACTOR SHALL NOT WORK SIMULTANEOUSLY ON BOTH SIDES OF AN OPEN TRAVEL. WAY WITHIN THE SAME LOCATION ON A TWO-LANE, TWO-WAY ROAD, ..~...,_M._.~-_...~.._,~M..-..~..-_~,-. STOCKADE FENCE o ® v:~~ma~ ~ ~ FIRE PROTECTION AND DOMESTIC BACKFLOW PREVENTION DEVICES TO BE LQCATfD INSIDE THE BUItDTNG MECHANICAL ROOM, REFER TO ~
ARCHITECTURAL DRAWINGS FOR LOCATION AND CONSTRUCTION DEI'AItS. ~ ~ °~~W~
THE MAXIMUM LENGTH OF A LANE CLOSURE ON THE PROJECT SHALL BE ONE MILE, MEASURED FROM THE BEGINNING OF THE MERGE TAPER h~M~-''. f~ ~ : TREELIKE TO THE END OF THE LANE CLOSURE, '
Sri; CONTOURS (MAJOR) 250 n ~ ~ ~ d
SHAL B KFILL AT b:i SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED A,,,<..,: THE CONTRACTOR LAC ;y DECIDUOUS TREE TRAVEL EANE THAT HAS ADROP-OFF OF MORE THAN 3", CONTOURS {MINOR) V~~~' ~ m ~
~~aQ
WHEN BACKFILL IS REQUIRED, iT SHALL BEAT NO EXPENSE TO 1'HE OWNER. . , ;x'.' GAS CONIFEROUS TREE
CE i EL ATION BETWEEN OPEN LANES OF TRAFFIC SHALL BE 2 , WATER THE MAXIMUM DIFFEREN N EV
WHEN LANE CLOSURES ARE NCiT IN EFFECT, CHANNELTZING DEVICES IN WORK AREAS SHALL $E SPACED NO GREATER THAN TWICE THE POSTED a..~ ...N...,,..._.." re. SEWER v z
SPEEp LIMIT, EXCEPT SO' ON-CENTER IN RADII, AND SHALL BE SET 3' OFF THE EDGE OF AN OPEN TRAVELWAY. ~4
, . STORM DRAIN - _ " A A 1S ® J
DURING INSTALLATION PROPER TRAFFIC CONTROL DEVICES, SIGNS, k?C. BE INSTALLED TO ENSURE PUBLIC SAFETY IN ACCORDANCE WITHTHE GUARDRAIL NORTH CAROLINA bEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS !!.I itl ~ ,-t
O N
ALL DISTURBED AREAS ARE TO BE FULLY RESTORED 7O NCDOT MINIMUM ROADWAY STANDARDS, LIMITS OF ~ ,~~w: v,~..,, > r ,+::.N., :..z:n.,., RAILROAD DISTURBANCE f~
MATERIALS AND WORKMASHIP SHALL CONFORM TO THE NCDOT ROADWAY STANDARDS AND SPECIFICATIONS (LATEST EDITION). SILT FENCEJTREE PROTECTION SF/TP .Q ~
r'.:; BENCHMARK v CC ~ a v,
TEMPORARY DIVERSION >TD >TJ1 DITCH
STORMWATER AREA ®r~ua~ ~ A /~/y+~
A4! A0® V.
SIGNATURE Ct
CONSMUC ION ENTRANCE u PRELIMINARY I
CE DO NOT USE FOR CONSTRUCTION C-2 t7l
FOR PERMITTING ONLY
CITY OF RALEIGH PUBLIC UTILITIES

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V v
TY NSTCTION E UENCEa ION CONTROL NOTES. MAKE COON C AND ERASION CONTROL NOTES. EROS SEDIMENT ~E UENCEo SEEDEED PREPA TINe
THE NORTH CAROLINA NCDENR AND WAKE 1. EA ED - CRE , .INSTALL RO EN D VE ND OVf E EROSI SE ON OL ASU ERE GNED USING JENNIFER S]AARDEMA AT WAKE COUNTY (FAX # {919) 743-4772] ND OVED BY THE TOWN OF GARNER. FORWARD APPROVAL TO 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, iF AVAILABLE. ~ N
COUNTY REQUIREMENTS AND SHALL BE INSTALLED ACCORDINGLY. CONTRACTOR SHALL PERFORM ALL ACTFVIlTE5 IN STRICT TOTAL SITE AREA =14.9 ACRES, •72) to 2, RIP THE ENTIRE AREA TO SIX INCHES DEER. ~
COMPLIANCE WITH THE NORTH CAROLINA NPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM LARGE AND SMALL , UNLESS OTHERWISE INDICATED ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL 8E i8. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL E CONSTRUCTION ACTIVITIES (GENERAL PERMITj. 2 ENVIRONMENTAL ENGINEER, (JENNIFER SJAARDEMA AT [phone]). N
CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE WAKE COUNTY OBTAIN GLAND-DISTURBING PERMIT. 3. REMOVE ALL LOOSE R~K, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. ~
REFER TO THE EROSION AND SEDIMENT CONTROL DETAIL SHEETS FOR EROSION CONTROL DETAILS AND DESIGN TABLES FOR SEDIMENT EROSION AND SEDIMENT CONTROL HANDBOOK. E AND ULVERTS SLOPE DRAINS RIP-RAP APRONS AND OTHER EROSION CONTROL MEASURES. 2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, BASINS, DIVERSION DTFCH 5, C , FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE SEEDING MIXTURE). ;SIGNS, SILT FENCE, SKIMMER BASINS, WAKE COUMY CUSTOM BASIN OR 4, APPLY AGRICULTURAL LIME, ~ O
3, THE CONTRACTOR SHALt INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROL MEASURES OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSI .R ONLY A5 NECESSARY TO INSTALL THESE DEVICES. PREPARE A SEEDBED, ~tY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION. 5. CONTINUETILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED LS PREPARED FOUR TO SIX INCHES DEEP. , ~ V ~
EXISTING BOUNDARIES, TOPOGRAPHY, 100-YR FLOODPL®JN, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY SURVEYING SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPLICABLE WAKE COUNTY AND NORTH CAROLINA EROSION AND SEDIMENT FERTILIZE, LIME, SEED, MULCH AND ASPHALT TACK TEMPORARY DIVERSIONS, BE 50LUTIONS, PC. ALL EXISTING YNFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR. CONTROL REGULATIONS. ~ l
3, CALL JENNIFER SJAARDEMA (919j 856.6195 TOR AN ONSITE INSPECTION BY T 'E INSPECTION BY THE ENVIRONMENTAL ENGINEER TO OBTAIN A 6, SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. ~
SEE THE LANDSCAPE PLAN FOR LOCATi0N5 OF PROPOSED PLANTINGS AND FINAL STABILIZATION. 4, CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION CERTIFICATE OF COMPLIANCE. SYSTEM {NPDES) STORM WATER GENERAL PERMIT, 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. cr (j tH;c^+k,
TEMPORARY DIVERSION DITCHES AND BERMS SHALL BE MAINTAINED AS THE SITE IS BROUGHT TO GRADE. 4, BEGIN CLEARING AND GRUBBING, MAINTAIN DEVICES AS NEEDED. ALl DEVIQ NEEDED. ALl DEVICES SMALL BE MAINTAINED AT LEAST ONCE A WEEK AND , { 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND f' ' M " ~ ~ ~
5. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING ANDiOR LAND DISTURBANCE, AFTER EVERY RAIN. ROUGH GRADE SITE. SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES. . ~ Q Z ~
DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION, THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTORS SO THAT PERIODIC INSPECTIONS CAN BE 6. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. INSTALL STORM DRAINAGE, AND PROTECT CATCH BASIN CURB INLETS WIf'H 1 ~URB INLETS WIf'H BLOCK AND GRAVEL INLET CONTROLS, PROTECT AREA ` ~ ~ ~ w )IMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. 9. CONSULTS&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ~ ~
PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. DRAINIYARD INLETS WITH 5TANARD INLET PROTECTION, SEDIMENT TRAPS OR C 7, THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO BEGIN CONSTRUCTION, BUILDING, ETC, SEDIMENT BASINS ARE TO REMAIN LINT sRE TO REMAIN UNTIL NUMBER 7,, BELOW. ESTABLISHED. O
SEE THE GENERAL NOTES SHEET AND THE GRADING AND DRAINAGE PLAN FOR OTHER NOTES REGARDING GRADING ACTIVITIES, MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE WAKE COUNTY EROSION CONTROL INSPECTOR ;AU4
SO THAT PERIODIC INSPECTIONS CAN BE PERFORM€D AT APPROPRIATE STAGES OF CONSTRUCTION, 6, STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETA' 2ADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. PREPARE A C ALL DENUDED AREAS WITHIN FIFTEEN (15) DAYS OF COMPLETION OF ANY
SEE SITE PLAN GRADING AND DRAINAGE PLAN, UTILITY PLAN, PLANTING PLAN AND OTHER PLAN SHEETS FOR DETAILED DESIGN SEEDBED, FERTILIZE, LIME, SEED, MULCH AND ASPHALT TACK ALL DENUDED ARE INFORMATION ~OF PERMANENT SITE APPURTENANCES SHOWN ON THIS SHEET. 8, APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES, WHEN FIELD CONDITIONS WARRANT PHASE OF CONSTRUCTION OR STOPPAGE OF WORK ON ANY PHASE OF CONSTRUE CHASE OF CONSTRUCTION.
OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. A REVISED PLAN SHOWING ~ REMOVAL OF THE CUSTOM BASIN RISER PRIOR TO CONVERTING THE
WHERE THE LIMITS OF DISTURBANCE AND TEMPORARY FENCE (SF, SF-PF, OR PF) LIMITS ARE ADJACENT, THE TEMPORARY FENCE LINE IS OFF•SITE IMPACTS SHOULD BE SUBMITTED AND APPROVED PRIOR TO ANY OFF-SITE GRADING. CONTACT RROJECT ENGINEER AND 7. WAKE COUNTY AND THE TOWN OF GARNER MUST APPROVE REMOVAL OF THE THE LIMITS OF DISTURBANCE, THE LINE TYPES ARE SHOWN SEPARATED FOR ILLUSTRATIVE PURPOSES ONLY. PRO}ECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL MEASURES ARE INSTALLED PRIOR TO BASIN TO THE PROPOSED STORM WATER POND.
OFF•SITE GRADING. STABILIZED COMPLETELY, CALL JENNIFER SJAARDEMA [phone] FOR a
CONTRACTOR SHALL NOT DISTURB ANY EXISTING NEGATIVE GROUND COVER OR TREES OUTSIDE OF THE LIMITS OF DISTURBANCE OR 8. WHEN CONSTRUCTION TS COMPLETE AND ALL AREAS ARE STABILIZED COMPEL WITHIN ANY REQUIRED BUFFER LIMITS UNLESS OTHERWISE NOTED OR ILLUSTRATED, 9. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT AN INSPECTION BY THE ENVIRONMENTAL ENGINEER.
LIMITED TO OFF•STTE BORROW OR WASTE AREAS, STAGING OR STORAGE AREASj, THE CONTRACTOR SHALL PREPARE AND SUBMIT SILT FENCE, SEDIMENT BASINS, ETC,, AND SEED OUT OR STABILIZE ANY Z ~
PROVIDE CONTROLS OF POLLUTANTS, INCLUDING, BUT NOT LIMITED TO DUST CONTROL, DEWATERING, SOLID WASTE DISPOSAL, AND A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TOWAKE COUNTY FDR APPROVAL. CONTRACTOR 9. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMI HAZARDOUS MATERIALS. SHALL PAY Alt FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL RESULTING BARE AREAS, ALL REMAINING PERMANENT EROSION CONTROL DEVIC ON CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE ® M
PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT, INSTALLED, r.l~rt
CLEAR ONLY AS REQUIRED TO INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES OUTLINED IN THE PHASE 1 CONSTRUCTION SEQUENCE. MASS CLEARING AND GRUBBING CAN BEGIN ONLY AFTER ALL DOWNSTREAM MEASURES HAVE BEEN INSTALLED, 10, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY, AND 10. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSP ~ A FINAL SITE INSPECTION BY THE ENVIR(XVMENTAL ENGINEER (1ENNIFER {,1, ~ N
SHALL BE CHECKED AFTER EVERY RAINFALL, SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, S]AARDEMA 919.856.6195). OBTAIN A CERTIFICATE OF COMPLETION, 'LETION. ~ ~ U uD
USE ROCK OR WASHED STONE TO BRING CONSTRUCTION EXIT TO GRADE. IMPLEMENT WHEEL WASHES AS NECESSARY THROUGHOUT RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. CLZZ~
ALL PHASES OF CONSTRUCTION, 1L STABILIZATION IS THE BEST FORM OF ERO510N CONTROL ALt DISTURBED AREAS WHICH ARE NOT OTHERWISE STABILIZED SHALL Z~=~
DIVERT STORMWATER RUNOFF OFF THE FACE OF THE SEDIMENT BASIN SLOPES USING DIVERSION DITCHES AND SLOPE DRAINS. BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY IN ACCORDANCE WITH THE WAKE COUNTY SEDIMENT CONTROL
CONTRACTOR SHALL MAINTAIN AND RELOCATE DNERSION DITCHES AND SLOPES DRAINS TO ENSURE 5TORMWATER RUNOFF DOES NOT REGULATIONS, PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO PR03ECT COMPLETION AND GENE L NOTES o ERODE THE FACE OF FINAL SLOPES. ACCEPTANCE. WWI CTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY $E REQUIRED. ~ ~
1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICA
MAINTAIN POSITIVE FLOW TO THE SEDIMENT BASINS THROUGHOUT ALL PHASES OF CONSTRUCTION. PLACE EXCAVATED SOILS ALONG 12. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY DOWNSTREAM EDGE OF THE DIVERSION DITCHES TO PROVIDE ADDITIONAL CAPACITY. CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL. TO THAT OF THE ORIGINAL APPLICATION. 2. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NAT SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET, TRANSITION, ~ M
FITTING, ETC. THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM )WORKING SYSTEM. ~ ~ TREE PR T TES.
REFER TO THE GRADING AND DRAINAGE PLAN FOR FINAL SITE AND PAVEMENT GRADES AND ELEVATIONS OF THE PROPOSED STORM 13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT All CONSTRUCTION STAGING AREA ENTRANCES AND ALL SEWER SYSTEMS, CONSTRUCTION ACCESS LOCATIONS INTO NON•PAVED AREA. TWO TO THREE INCHES OF STONE SHALL BE USED FOR THE 3. THE ENGINEER AND(OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION I 1E CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT ~
TEMPORARY GRAUEL CONSTRUCTION ENTRANCE, AS 5Ef FORTH IN THESE PLANS, THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT~FIII. LINES, IN ADDTTION TO THOSE THAT REGEIUE ~ TREE~SHRUB PROTECTION BARRIERS. THE CONTRACTOR iS ALSO REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS ~
LAND DISTURBING ACTIVITIES SHAtI NOT COMMENCE UNTIL APPROVAL TO DO SO HA5 BEEN RECEIVED BY GOVERNING AUTHORITIES. 1WINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO WHERE POSSIBLE. ~ ~
THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED EROSION AND SEDIMENT CONTROL DRAWINGS DURING L4, AlL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY 4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD CONSTRUCTION OPERATIONS. REPLACED AND THE INLET CLEANED, FLUSHING IS NOT AN ACCEPTABLE MEMOD OF CLEANING. CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLET] TRANSMITTAL LETTER TO THE OWNER. :ER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE ~ WHEN ROOT PRUNING IS NECESSARY, CUT R00T5 CLEANLY USING A DISC TRENCHER AND IMMEDIATELY COVER ALL ROOT CUT
SURFACES LARGER THAN TWO INCHES IN DIAMETER WITH TREE WOUND DRESSING. U5E PLYWOOD FORMS WHEN TREE ROOTS ARE
WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 15. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED 70 TRAP SEDIMENT SHALL GENERAL CONTRACTOR SHALL COMPLY BE CONSTRUCTED A5 A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND 5, IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NEC S ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH ARIACENT TO PROPOSED CURB & GUTTER OR SIDEWALK, TO THE ENGINEER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT
ALL WORK SHALL BE CONFINED TO PERMIT LIMITS SHOWN ON PLANS. UNLESS OTHERWISE NOTED, THE SITE PLAN PROPERTY LIMITS DISTURBANCE TAKES PLACE, DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE ENGINEER F SSION OF THE OWNER. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERLALS, TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING
BE CONSIDERED THE PERMIT LIMITS. DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWN SHALL 16, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING 1AND DISTURBING ACTIVITY ALLOWED YN THE TREE PROTECTION ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR
SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF ACTIVITIES AND DURING SI'iil DEVELOPMENT UNTIL FINAL STABILIZATION IS COMPLETED, 6. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCI 'rES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION, ? REMOVED FROM THE PROJECT SITE ON A DAILY BASIS,
THE SITE BY HIM, HIS EMPLOYEES OR HIS WORK, ALL DEBRIS SHALL 8E REMOVED FROM T 17. DURING DEWATERING OPERATIONS, WATER SHRIt BE PUMPED INTO AN APPROVED FILTERTNG DEVICE PRIOR TO DISCHARGE TO NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURB~. SUPPLEMENT WITH 1-2 INCHES OF
ADDITIONAL EROSION CONTROL MEASURES OR SILT BARRIERS TO BE PLACED AS SHOWN ANDIOR DIRECTED BY THE PROJECT ENGINEER RECEIVING OUTLET, MULCH, RE-SEED WITH GRASS ONLYIN DISTURBED/GRADED AREAS.
AND/OR LOCAL}URISDICTIONALiNSPECfOR. 18. THE CONTRACTOR SHALL INSPECT AIL. EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF-PRODUCING EVENT. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, CLEARING, GRADING OR CONSTRUCTION BEGINS AND IS NOT TO BE
FOR ALL CONSTRUCTION ALONG AND/OR ACROSS WATERWAYS, BANK PROTECTION AND STABILIZATION SHALL BE REQUIRED AS PER ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE REMOVED UNTIL AFTER CONSTRUCTION,
LOCAL JURISDICTIONAL EROSION CONTROL LAWS, IMMEDIATELY, TREE PROTECTION FENCE IS TO BE LOCATED 1 FOOT PER TREE DIAMETER INCH AWAY FROM THE TREE,
ALL TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING CONSTRUCTION AND SHALL BE
MAINTAINED TN PROPER WORKING ORDER UNTIL ALL DISTURBED AREAS ARE STABILIZED AND GROUND COVERTS ESTABLISHED.
CONSTRUCTION ENTRANCE PADS SHALL BE YNSTALLED BY THE CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE.
ALL EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO CONTROL ERASION IN ACCORDANCE WITH EASEMENT PLATS PRIOR TO ACCEPTANCE.
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CONSTRUCTION LIMITS SHALL NOT BE EXCEEDED WITHOUT THE APPROVAL OF THE TOWN OF GARNER AND WAKE COUNTY.
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SEEDING SCHEDULE
MIXTURE
AGRICULTURE LIMESTONE: Z TONS/ACRE (3 TONSIACRE IN CLAY SOILS)
FERTILIZER: 1,000 LBSIACRE -10-10.10 ~~~~~d9g18B9ddA~,BF 0® cgs
SUPERPHOSPHATE: 500 LBS/ACRE • 20% ANALYSIS MULCH: 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 300 GALSfACRE
SEEDING SPECIFICATIONS SCHEDULE ?4~3~ ~ ~,o
~vp~~~~~~p9 ~~®0 ~ f'
F SHOULDERS SIDE DITCHES SLOPES 3:1 0 9 9
DATE E PLANTING TE p~tf99P Bi &!i8 ~
AUG 15-NON 1 TALL FESCUE 340 LBS/ACRE i;i
NOV 1-MAR 1 TALL FESCUE & ABRUZ~ RYE 300 LBSIACRE
MAR 1-APR 15 TALL FESCUE 300 LBSIACRE
APR 15-JUN 3b HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
125 LBSIACRE (TALL FESCUE; 35
TALL FESCUE & BROWNTOP MILLET LBS/ACRE (BROWNTOP MILLET}; 30 ~ ~ ~ b
JUL 1-AUG 15 OR SORGHUM-SUDAN HYBRIDS LBS/ACRE SORGHUMSUDAN ( 5 c
HYBRIDS) ~ ~ ~ ~ ~y ~ ~ ~
~ ~
_ 0 LDERS SIDE DITCHES SLOPES 3:~ FOR SH U ~ a ~ ~~~a ~ ~ ~ _ ~
DATE TYPE PI~NT{NG RATE ~ a pzU
SERICEA LESPEDEZA (SCARIFIED) & m E~~ C
MAR 1,JUN 1 USE THE FOLLOWING 50 LBS/ACRE (SERICEA LESPEDElA} COMBINATIONS: ~ 'S 8 ~ o •Q ~~a
MAR 1 APR 15 ADD TALL FESCUE 120 LBSIACRE
MAR 1,JUN 30 OR ADD WEEPING LOVE GRASS 10 LBS/ACRE ~.a~~.~9~ ~a'
OR ADD JULLED COMMON ~~~s~~~~~
MAR 1,JUN 30 UDAGRASS 25 LBS/ACRE BERM ~ ~ ~ o
12b LBS/ACRE (TALL FESCUE); 35 "s` n ~
TALL FESCUE & BROWNTOP MILLET LBSIACRE (BROWNTOP MILLET); 30 JUN 1-SEPT 1 o w rv M ~ u1 ~
4R SORGHUM-SUDAN HYBRIDS LBSIACRE (SORGHUM-SUDAN ~Is~s
HYBRIDS)
SERICEA LESPEDEZA (UNHULLED- 70 LBSIACRE {SERICEA LESPEDEZA);
SEPT 1-MAR 1 UNSCARAFIED) & TALL FESCUE 120 LBS/ACRE (TALL FESCUE)
NOV 1-MAR 1 ADD ABRUZZI RYE 25 LBS/ACRE w
CONSULT SBEC ENVIRONMENTAL ENGINEERS FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF ~ ~
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE THAT [X) WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE ~ o ~
COMBINATIONS ARE POSSIBLE.
TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION, DO NOT ALLOW TEMPORARY ~i ~ _ ~
COVER TO GROW MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
c ~
~ ~ ~ ~ ^ ~
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SIGNATURE SHEUT HEE]T
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~ ~ ' ; ~ ~ GATHERED DURING THE FIELD SURVEY PORTION OF THIS PROJECT. AS SU(~I, , ~~j}`~~ m ~ ~~~°~A ( ; ~ THIS INFORMATION IS SPECULATIVE IN NATURE ONLY AND SHOULD NOT BE , , p flf Aa t
~ ~ t ~t ~ ~=~.n~,...,~.~ CONSTRUED AS FACT. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND a~~~ ~ ~yd~~~~~
~ ~ j J . ~ UTlLIES FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE F i ~ ~ ~ , i c+~ ~ ~ °'"'°'°a h 3 1 EXACT LOCATIONS OF THE UNDERGROUND UTILITIES SHALL BE VERIFIED BY ~ ~ E~aL ~ p ,
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„r ~ ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND SURVEY PREPARED' SURVEY PREPARED BY;SURVEYING SOLUTIONS, AC DATED ~ # ~ ~ ~ ~ ~
~ „ DECEMBER 5, 2007.
was . w ^~'°^~lr,°" - SN(tV)r27~r.,~.'{,~y7t1k3 C~1.17;1T~,lr~".~- i!V(I=j=J7~S.~;i .tC~IV V TI NS BASED ON NAVD S$ AND MERE ESTABLISHED BY GPS OBSERVATIONS. ELE A 0.
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_~..~M.....,.~.. FORMATION n SURVEY INFORMATION AND''EXISTING DRAWINGS. THE SURVEYOR MAKES NO j ~ GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCM
FL I DETERMINTED BY THE DEPARTMENT OF HOUSING AND UT'IL11TE5IN THE AREA, EITHER IN-SERVICE OR ABANDONED. T'ME SURVEYOR ~
THIS PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD ItAZARDOUS AREA AS DETERMINTED BY GRAPHIC SCALE URBAN DEVELOPMENT. FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILIIIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES
50 p as so 900 200 CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM ~ „y ~
u ~ f - ~ INFORMATION AVAILABLE. 7HE SURVEYOR HAS NOT pHYSICAtLY LOCATED ~ ~ ~ ~ 4t THE UNDERGROUND UTILITIES, ~~-i ° b U,++
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CURVE TABLE
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LUHVt IWUdUS AKL ur-LIA LnvttU Vnvw or-niuvu SIGNATURE
C2 994.93' 539.35' 31°03'361 532.77' S80040'03"W C3 924.93' 113.20' 700044" 113.13' N77030'43"E PRELIMINARY m1! uj
C4 924.93' 145.09' 8059'16" 144.94' N85030'43"E DO NOT USE FOR CONSTRUCTION
FOR PERMITTING ONLY u CITY OF RALEIGH PUBLIC UTILITIES
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~ i
D ~ 4 ~ / ARAMP (TYPJ ~ + ~ ~ ~ Q ~
F CONCRETE '~r, , ~ ~ ~ ° ~ a PAD CONCRETE ~ 8 m '~~''R " ~ p PAD f `'"±~,,~„~„o,~~' ~ r t ` ' ,n ~ ~
is ~ ~ { k\_~ NEUSE RNER BUFFER ~ i " `
r-. ~,t. ~ ZONE 1 ; ~ /.n :t.. ;`w,r ~ J - / ~ ~ , > ` ` p~ ~ I9 ~ ACCESSIBLE RAMP ~ m U
~?IVtV,'.F I~u~7L~ ` :~,?c~ t.~~,~fit~E..I, \ ( NEUSE RIVER BUFFER y ~ / <,:y r°"" ~f3t"lf~ .r ZONE 2 ~ 9 / I / °ip ~ ' f ~ `rte „~EACNSIDE Ow. ~ ~'-I
f.,.. ~ , ~ 20 ~ ~ 4r`'~ ~ f ~ ® ' l4a r ~
9 f ~t~9 sAyOJ; 7ry~i 1 _ ' END ROAD l Y' ~ 9' ~ {r 16PT CURB TRANSITION ~ ~j ~ ~ ° ~ r E
a^'-- . e. ~ I TYP. EACH SID W Z ~ ~ ' ~ ~ 8 ~ ~ W ~ SIGN_../ ~ ~ i li ~ f STOP SIGN ~ n LL7
~ t ~ ' t ~ AND STOP BAR ~ Iry
# PUBLIC SANITARY ~ ° ~ ~ "mob., 25FT BUFFER SEWER EASEMENT ° f,,-•° 6 CONCRETE ~ ~ MATCH EXISTING ~
~'"""1 ~ 24FT RADIUS TYP ~ ~a # SIDEWALK i f ~ W M
~ `t ~ ~ A 5 CON( 5' CONCRETE E ~ ~ ~ ~ l CURB AND GUTTER
' ~ . ° ~ SIDE ~'Z SIDEWALK ~ ACCESSIBLE r~ ~ ~ ' ~ ~
`4 e ° a • • .5° ~ 4 PARKING ~ ~ Q ~a ~ 4 & RAMPS q t` } ~ ~ ~
~ ~ ~ ~ ~ DUMPSTERS f ~ i ~
~ o WITH BRICK
'r I ENCLOSURE I PROPOSED 6' CONCRETE p ; , ~ ~ ~ ~
SIDEWALK AT ~ ~ ~ ` ~ ~ ~
„x;~ r~`, 1 ~ TREELINE ~ , ~ ~ r . d .w s ~ ® x PARKING ~ i
S' CONCRETE 11 ~ 1 ~ J ~ ?
,""~.r NEUSE RIVER BUFFER ~ " ~ `fp, ~ ,~~i IMPACT' #1 ~ f SIDEWALK ~ ~ ~ ~ t ~ om r
v. ~ . ~ 420 SF OF ZONE 1 IMPACT' ~ , aP cp ''fir' ~,r . r t ~ r ~ "
~,x~.,~~p `1t~,y.g 2805FOFZONE2IMPACT ~ ~ * t ~ y ~ ~ ~
,~ytleh , t g ~ FENCE GATE
+18 1B'°~-z4' ! t ~ ~ J SLLL ~:~",cl~?~'N~'T
~ ~`~6 WETLAND f i, STORM WATER 0 V ~ ~ ° u,~ ~¢~1 Nba .
t fi ! ~ MANAGEMENT AREA ~ AC w 1 BOUNDARY a . ~ r ~ ~ ~ I i ~ ACCESSIBLE ~ ~ 12 ~ 6 - ~ RAMP V ~ ' ~ ~ ~ ~ f ~
4'~ °~s~+ y f °d° ~ ~ , ~
1 fi~~ ~ ; ~ / ~ i3LF LEVEL SPREADER `ry~~' 4 ~ REFER TO SHEET C-13 21 ~ s d ( t ~
M~~~ ~ ° ~ FOR CONSTRUCTION DETAIL "w ~ ` "'1;.. ~ ~ LEVEL SPREADER LIP @ 296.2
4 ~ w ~ t / 5' CONCRETE
w I ~ti 1 SIDEWALK J t i ~YE~tt~~ ~U4~u.Ct~~~d°~iV?GlAr~1n°t~nR
p f~,~ .,r / t J ~ ~.~i~lfr 4. A~'~r c~1'1{.~ vk'!t~ 6.h~t~itl~.
f f, P..f~l.} ~ l PAF ACCESSIBLE 12 ~ ~ vL~ ~ ~
PARKING & RAMPS 'Rs, ~ f 1 ~ ~ ~ ~ ` (~,a f J
6 CONCRETE ~ ~ t ~ ~ ~ ~ ~ ~ ~
•~\7~\ ~ \ g / SIDEWALK AT PARKING F ~ ~ ! } ~W~ ~ C94 ~y DWI
~ ~ CHAIN LINK
. : . ~~u'I ~ FENCE ° e P a, Q , `j, 20FT PUBLIC ~ 1
.w'r:~ ~ J ~ SANITARY SEWER ~T71 o1 / r ~ ~ lei/ c f3 ~ j t
~ r" t ~ `,,..~C)h , ti., 7 ' EASEMENT ~ ~ ~ ! 1 ~ ~ ~ ~
°
.
END CURB 14 ~ ~ ~ I ~ PROPOSED 5FT CONCRETE SIDEWALK ~
AND GUTTER ~ ~ ~ ~ ~ f ~ ~ t 2a~B i ~~4'ly01fl08896,g~~B
r
i END CURB 15FT' U OPOSED 70FT yy ~ ~ ~ 1 ~ ~ ®~®w~~~~ CA~®~~~° e®°~~ ` .s AND GUTTER EASEAI T °~~~~~S~l~ ~~e~
° . . to ~~FJ' , .1 \ _ n
..f. ate,,,,. j \ .m n~rc~.M"'' ~N.~ x. ` s"~,n • '3~~ ' ~ SAS ~
~CZ w~~~~. . 50FT NEUSE ~ i ' ~ w a~ qy~y~ ~ ~
° RIVER BUFFER ~ °i'° m,~ wnN, , ~,~,,,_.,:.~-w...~ ~ ~ (FROM TOP OF BANK) ~ ~ _.W.~._~.~....
~ 6 j a~ ter ~
.w,., ..m,., ~ t Z '~aaat ~ ~a~r
~ p r ~""'~,.,~~_~,_W`~' PUBLIC llifILITY ~ ~ - b
f v~ ~
UE ,...-_......~.v_.._.~_.~__..-~....,~, fi ~ TEED ~m.,,.~,~.,,.„.~.„,., EASEMENT (15FT F OM ~ ~ ~r'it~ ~ ~ -.~....,~~.,.~.~„~..,..~,.,.~„,...~~,.~,~..w..,,~M ~ CENTER r~NE OF EXTING Q~~~~ "h•^°~..~ ~ ~ ~ ~
, ~ f~ qt ~ ~W ~ ,~~y ~ ~t ~ ~„w~-°'~ ABLE PUB M,~~ 12 WA'~ERMAIN) ~ {3I~~N~V~ ~ ~
,....,~,,.f - „ ~r i~.,~M~.,,, s ~t r VARI 7 ~ g03f
n ...'y--~..,.a f ° ~
~ t ~ ~ , ~ ~ ~
f F ~ E J a ~ c~0 ~ ~
...m_,f„ ~ „ ~ ~ r,1 ~ r~. PUBLIC uTILrrY GENE L S E NOTES, 777 ~ ~ ~ E ~ , E ~E~
. " C4 ~ EASEMENT (15FT FROM ~,,„~.„,~.r~-~-~^ ~~~...w CENTERLINE OF EXISTING p >W ~ Ly( (F ( I EI Tn C C~ KS C
REFER TO SHEET C-1 FOR SITE DEVELOPMENT DATA SUMMARY. 12" WATER MAIN) ! ~ ~ a r ~ ~ ~ n ~ a~
~ REFER TO SHEET C-2 AND C-3 FOR SITE DEVELOPMENT N01E5. t7 s~~
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT MAYBE REQUIRED. 1 M M Y In ~
~i ~ ~~~e f ~
~ 7HE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET, TRANSITION, _w ..~,m._~„__,.~.._.,~,_ .w --N FTffING, ETC, THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM. _~j4~j `~ti
i ! ~ f i U
THE ENGINEER ANDIOR OWNER DISCLAIM ANY ROLE IN T1iE CONSTRUCTION MEANS AND METHODS AS50CIATED WITH THE PROJECT AS SET FORTH IN THERE PLANS,
'L{~
GRAPHIC SCALE f CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO W "I.L.
~ CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF 1'HE PROJECT WITH A COPY OF THE TRANSMITTAL 54 0 ~ ~ 9~D ~ r'~~~~ LETTER TO1TiE0WNER.
N ~ ~ tV' ~
t; , IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH t''~ E O S S B ED TO THE ENGINEER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DEPARTURES AND R AS N TItEREOF HALL BE SU MM
gN Fj;~'j' , DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER. ^ f<= ~ ~
1 latch = 50 f~, THE CONTRACTOR MUST, AT All TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY
HIM, HIS EMPLOYEES OR HIS WORK, ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS, aa~aa i~
CURVE TABLE e
CURVE RADIUS ARC DELTA CHORD CHORD BEARING 11 TREE PROTECTION FENCING MUST BE INSTALLED AND INSPECTED BY THE TOWN OF GARNER PLANNING STAFF PRIOR TO GRADING AND
C2 994.93' 539,35' 31003'36" 532,77' S80040'03"W ISSUANCE OF A BUILDING PERMIT. SIGNATURE C) SHEET _j i LL
C3 924.93' 113.20' 7000'44" 113.13' N77430'43"E -
C4 924,93' 145.99' 8059'16" 144.94' N85030'43"E
CITY OF RALEIGH PUBLIC UTILITIES

i.C!4'1•t1F t;', t~r~7i.E;td1~# ~ W N
mi~lv,=RpC,L.'. NC:y~~F ~ I p 1 { ~ i N
~V V.73fl. a~'34, 1.iw p°~'s i P f ~ ~ ~ p g ~ 6" MIN. FREEBOARD Q
S ~ d \ ''L E ~ ~{~~~7C - 11, r ~ ¢ ~ ~ INi~ ' 4 ~ ' ~ H ~ EROSION CONTROL ~ .
rt l i f ! pf1 f i ~`t,'r~ NOT :11.8ACRC~SOFOFF-SITEDRAfNAGE , p Y f ¢ - ~ ~ ' t SS 5S MAT SHALL BE NORTH ~ Q 'E DRAfNAGE
' AREA BRAINS TQ THE EXIST G STR AM AND`s ~ ~ t WI ~ BY-PASS HE PROPOS STO WA G STRAM AND s t ~ ~ ~ ~ ~ AMERICAN GREEN ~ Q; ~ ~ sro warf~ j r . ~ . j, B----~•~ C-35D/P30D AS SHOWN ~ ~'C u1
J~ d` I t M AGEMENTFAREAS FOR E PRO OSED~ ~ , t d" rr, w, ~ QU 3T FEtI SHIP CHUR H SITE, 0 NOT { E PRO OSED ~ p ~ 4 ~ ~ m ~ i ON THE CHART OR ; ~ ~ ~ SITE,~ONOT { ~ ~ p ~ z p ~ aa~ y~
f~~ r ? 'r QI~ Y STODIV RTOFF• ITE s ~ ( IN ALL DRA P1AGE S STE F+ p' ! i~ ~ STORM WATE~ RUNOFF T THE PROPOSED 3 ) ~ ~ ~ . rr ~ `r ~ ~ To Dlv RT oFF•BprE ~ ~ ~ t d ~ 1 ~ APPROVED EQUAL ~ ~ ~ 1E PROPOSED 3 ~ ~ a ~ ~ j ~ ~ ~
5 ) } 'err.. a ~ ~ ,s" , ;j ~ ~'y ~ ! QU~STFELLO HIPSTOR WATER a i r. P I 3 f M,....M w.. ~ ! t f MAfA''drGEMENTSTEM. VATER ~ ~ p ~f { ti p ! Q ~
{~/v~~ .m w- ,~n..,-. FLOw SONG, ~ xi ~ ~ o~ R ~ ~ ~ 4 DrccH c~zs~ sLOPEf^aI H a w es cr+ANNELLw~NG ? ' Z c~
~ ~ 1k ~ ~-''r, e ! j r F t P p a`r ~ rf ~ ~ , j¢ 9 ~ ~ t f j ~ r,,,., 7 f t ~r r,• r ,.o-z~ '"z f 1 4' 8 ~ i f 9a` q % ~ ~ I sprJ i ~ ~ I s .I ~ ~ POND ~ ~
1 ~ ~ ~ ~ ~ r~°biwn OUTFACE 8.85CFS ~q,5q 2p' 2.0' 14A' S:1 NAG•C356 ~ ~ ~ ~ ~ ~ q ~ ~r~ ~ } GRASS 3.50F3 dk.11 2A' 2.0' 14.0' 3:1 NAO-P3Q0
s 9 d 1 y J S89 4038 I079,~J~ ~ ~ ~ v jj ® a®t mn as mo ~ r o, m~1a ® sm. o mr m a m ®m®m m o am,ra~a ~ ® ® ® ® we m~ L ® ~m p w S 6 ..w 1' ~^aw A S b, ~ p € ~ p~~ KING ARTHUR TRAM CHANNfLA ~ ~ a
~ ~ I~ ~
~-sr^°'Sti`;~'',"'~ , a t,~--±- i ~ r ~ J °-'Z~- 7~"~-rq. -F- 'a ~ ~ ~ t~.m"".~ ~ ~ ~ j qq
mo=t a~ E ~ ~ 1 i i ~ .u.._~°.....~. .~.,._-.w,..,~._, ~ } tp ~~r~~11
.a ~ e 1 ei f f f / , d` w e ~ r' ~ ~ ~ / 3 ~ GRASS ' ~ t ! ~ ~ ~ ~ ~ ! tl ~~f ~ ~ ~ 12u
rr ~ /r ~ ~ a l d r1 ~ ~ + ~ ~ ~ CHANNEL f , GRADIN ' s ~ d' ~ z s ~ r . < .,...e^' ~ r~ ~ ~ ~ HW~ ( ~ t LIMITS ~ J Ij4 t` ~ ~ i,_..,~ p'..~' f S .r'" ~r ~ l ~ 9d ( A ~ ~ t RADIN~ ~ ~ ( ~p ~ ~ ~ r t ~a ~ i R~ER rc EROSION coNr~oL ~
+a l` ~ ~ ~ ~1 S ~ Y ..r'' r` .r• ~ „r..... ..»....r" i ` / '^o~. ~ +..m I ~ ~ ! PLAN FOR RIRRAP APRON / t ~ ( { ` ~ AT PIPE OUTFACE b„ ~ t d
# ~ ~ ; { fir.. m m { ~ , ~ ~ !
} ~ ~ ~ ~ MATCH EXISTING ~ bu
i { ' CURSIPAVEMENT L `1 .y ~}2, ~~q t£ ~ 31.1 9~ d 8 ' t ELEVATIONS ~ ~ ~ ~ 6/ ~ ~
i ~ I s f ~ `w-~ M1"^ti e"'" r ~ .r .r' ~S a \ ! ) } { ~ ~ ) j 4 J v~~+~~
f 6 ' ~ ~ E \ 't~ J '4`.. ~,I ~ ~ Ar -p d' ~r" . f ~M ? y t d
4 c ~ ^`'y ~ NEUSERIV„~R`6UFFER TREE,PtFOTECTlON ~ '~"`"~"'p M ~ ~ ' _ ' t .,,"''`r ZONE i' ~e,,~' ~„~y ~ ( °~a / ~ ° i y i ~ ~i: i 4 ~ ' ,,r 1' ~c' FENCE (Z;l~ of " :,'...-^....~°r'w ~"~~*.a'~ i~It ~i . ~ / I I
d i ~ ~ P ~ ~ fps, , { r~ { 4,~ C7 O = tD
~ ~ '1, V; ~ ~ " Alt~USE RIV~~"UFFER f 'w~.,,°'~ .r, ~*e,,,, ° ~ • «~3~ %y"`: >,l~ E ,r"r ~ ~ ~ , ~ ~ s( ~ 6 t < 4 t~ 20NE,~' ° ~ maa ~,F .a r1 ~ ! r g t a ~ k ' ,r +r a/' < ~,r r . ,,r;~,"„~" I TING,;' r•'"' 'r• ~ GI.z' p/ 2 d f ~ ( i 0 gfF 1, ; ~ ~ ~ ~ ~ ~ r9
0 ~ y 7 '4 ~ \ "e ,.....,.r ' ~ r". rr , d::`'°'rr NI~E,~TL~,A~,~C r' ~ A J f t s`^ ~ s j r`EQUNDA}tY er„
~ ~ CBS t i , 'k "t , ~ . 13LF LEVEL FADER 'r ..a~° d * ~ ? ~ ~ e a
~ ati, ...r LEVEL SPREAD@PS LIP 2Q8t2 ~ ,w~,..-r. ~ ~ r r'' ~ i` J' r r~ a~I 'e , - ' ° REFER~~05{HEET G13FOR 'R`, • ~ „ U s ` t ~ 1 Y ~ \ ~ ry`""'' ~ONSTRUC t~dETAL/" ~ r .,./fir,. . .""°>,r>' r' • J 50FT,ercUSE .f~~ o r 30 f 3 .1 ~ ' ~ I 0~ ~ ~ ~ ~ j ~ b ~ Cry
w ' ~ + RIVER BUFFE ~ r f ~ ~ ~ ~ p,, ' 6"
D i 4 .*b ....^,i o.' f' tdfro' . ~pc . . . ..a" ~,/"y~}.,+,r. r,' ® •,r / I 1 ~ ~ ~ ~ ~ ~
Jt 4\ `h„ ~ 'b. ~ 'w,~' ae/ °'f .~S Y. ,•lty~Y'n e • dpre,"" ~ ?t ® ~ X ~ 41 ~ ~ ? Q Q w
~ 1 CLASS B,BIPTRAP r'' f ' l~ j ~ ...r r d r^ > F REBAYWI7 f' .,,,,,4 e t'` :m" ~d.« ,r .~....~.'r I '~ILTERIC~ r°~ ~ . w ~ f,rr ..r" r' d" ~ ~ ~ rq~~ ~ ~ ~ REFfRTOPLANFOR }J ~ 1 ~ ~ r~ ~ RIP•RAP ON EXISTING ~
3 SrREAM BANIL ~ I'®
t..„ 'h, w`'~, f `A..{rr r,, ~ n' r ~ ~ r" r d^'" r' w ,7~ 31~.4(TS) ,f tr f t i~, ~ ll ~ ~ ~ ' r (9 ~ L PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION ~J - r ~ ~ i~~, ~ ~ ~ OF LIME, FERTILIZER, AND SEED.
,w..w. '"w. r""r l~f"""~, i r" i f ~ ® "jQ r ~ I F ,
t ~J to ~ a : ` p ~ TOP OF DA 6 ,r ~f ! i~ ,l y A ! ~ 1 } ~ ! 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A b" {15cm) DEEP X ~ ~ J~~ ~ t a j 8„ (15cm) WIDE TRENCH WItH APPROXIMATELY 12" (3Qcm} ~ BLANKET EXFENDED
'4Ty. w.., NEIjS~RIVERBUFFER ° t t ,A rr .e . >sf . I r t° .0,f r f'' GRADING ~,,..s" ~ I f % f0 r' • ,,s'' s' t ' I f ~ ~ MITS # 31 9 S r` IMPACT#9 l' ~ ~^~r* ~ ~.r" t ® 0 ~ ~ ~ } r? ••42r0 SF OF ZONE 91 PACT r" fa'°~ / ~ ~ ,d { ~ ! r ~ e BEYONDTHE UP-SLOPE PORTION OF THE TRENCH, ANCHOR THE $LANKEf WITH A ROW OF
- ...w. ~ 280 SF OFZONEPACT~ ',n-.,p'r 6' ( ,P r ~•.~'~p e ~ a t 1 ' ® ~ ~ (T} CB•7~ ~ I 'rt r FES-t r` , ~ 310,53 P l ~ 'a, e,~ ' w., x f r°'~' R fir` I> I 1 ~ r " 12, GR ^r ~ z ~ r a< OS-7 e f f 1 t ~ ~ STAPLES/STAKES APPROXIMATELY 12" (3Dcm) APART IN THE BOTTOM OF THE TRENCH. r P 1, ~ u BACKFiLL THE TRENCH AFTER STAPLING. APPLY SEED TO SOIL AND FOLD REMAINING 12"
t,~*, `'a "'.w, a Jr 3r~ ./`:,9: ~~,d J ii ~ 4'%4'~ISER,,r i ~ / / ` F 9` "try t a " ~ v ~ t V,OU a 29 8 „M' f/ / p $ . ? (30cm) PORTION OF BLANKET BACK OVER SEED AND SOIL. SECURE BLANKET OVER SOIL
W ~ r ~ ~ ~ ""~FE=313, ~ ( s ~ ` t W1TH A ROW OF STAPLE5/STAKES SPACED APPROXIMATELY 12" (3DCm) ACROSS THE WIDTH
'~t / ~l r f f r d'' , ,,8s~12;Pt~C t ~ir a'w°r M" 'w.,, `wh i' ~ t` n ! 7 I ~ 7 a .~0%g,r" \ ,0(TP} / r t~ $ I ~ OF THE BLANKET.
"4°,,, '"a+~ REFER To Bu~~ ~ ~ ~ 1 ~ ~ ~,r ~ \ ~ ~ r cl•e ~"Fi^ ~ ~ _ ""~14'1~~'T~tS"sHEEr ~ ~ ~ r J I \ ` " ~ ~ t 1 ~ t GL8 r + ; ~ ~ ~.,5`.,>4~E. ~ hf,.~?fa 3, ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL, ~ ' 13 d 1 ~ p 5C? L ~4~F{~~:~vT BLANKETS WILL UNROLL WIT91 APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
w,." >u,.° ' ,3 ~ ~ [ ~ , ~ O~1T 1 `6. r ` ''J 1~ t 10,3(T ) / }I ~ r ~ ~ { ~S ^r~,~#1 J'G BLANKETS MUST BE SECURELY FASTENED TO 50IL SURFACE BY PLACING ST,~LESJSTAKES ~ ~ t ~ i ~ € / { ~1 ~D } E'G f~.S~ INAPPROPRIATE LOCATIONS LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. ~
Sri, , s~ d d° ~ . ~ , ~ 1 F t / 'p ~ ~ ~ / \ e \ a •arM„
-"-"t, _,w ` •G., ti,. '«o M-,,.>- ,,tt F r ~ f ~ / / 311.8(TP \ ~.w, g,,,, ,,,~t,.. REFERTOEROSIONCONTRQ}, ,3 E' / ( ,i J \ ; ~ ' , ,..,,PLAN FOR RIP•F{AE APR6N s ! . ? / r~ ..r' „„„„.,-'-w t ~ ~i p,i' !I E ' 1~ WHEN USING THE DOT SYSTEM STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF ~ 11 > j { ~ THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
w,\ .,t ~ "'^w, '""`"°'°^^Ak P1pE OU~PFALL~' ~ . ' t f ~ , f .f / .M ,r` 'Lq1 / oc, ~ ~ 1 ~ !x { „
J d i"x, T. •~y..t vd [ 312.5{GR~ , 2t~ / r +a~w.„." ~8" CLASS B RIP•RAP A" : ~rr r ~ s t 4. PLACE CONSECUTIVE BLANKETS END OVER END {SHINGLE STYLE} WITH A 4 ~ yl j j~~ (iDcm-15cm) OVERLAP. USE ~ DOUBLE ROW OF STAPLES STAGGERED 4" {iDcm) APART
„~''~~r. °`C" "°«wOVER"fIL~~EICON ~.r°' e^' } ` ~ " s rG 01.13 ~,,3{L ~ ~'r'AF,! r " Ch "^~,`1, ~ , ~s``,~,+ ~w• $3$EAM BANK. DO f~t(Yf""- ~,r' µr" # r ~i~9p ;i12,9(TS) t '7~ ,e CB-9 M n`1 war,, . * . ti,°`".. t . o, `I91.BT.)1R8 EXISTING J, ~ s ,J ~ r / ' ~ ( r o` ' ! ~ J AND 4 (1Dcm) ON CENTER TO SECURE BLANKETS, ti CB-0 0' ~ ~ p
ai . ~ x. "C.?e f, " STREAM 0}9ANN@L"~ ~,s~ ' 1°° ' y I ® / ? j M h
p t 'C r' "1' i ,3rd ~ ~ / 'u.. .d 111,8 ~ ~f / , ( Lr.~T !~Fi:J;nfiV 5 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WI(H A ~ €.~57~~ ROW OF 5TAPLESJSTAKES APPROXIMATELY 12" (3DcRt) APART IN A 6" (15cm} DEEP X 6"
f ~S I ~ P ~a D~~ ; v~I,yyfi~x 2~~! {15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRC-NCH AFTER STAPLING. _
F>s..., ,a 4 t.~ 'ti. W, ..,"..,a',,., h f ~ q { ~ > GRA01.~.•~-,.. i" ro o k . f 1}y~`«,. ``.w t'~h.~.. ~ ...,..r f ~ ' ~ ~ ~ ~ ! i ~ ~ ~ f 3~~ S `~UMITS '»u' f t ~.c~1VP~.tE ~ dwr~ t;,4ttC~{ b. AD.IACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" ~ t { ~ ~
_ ~ a t ^ ^~~`~~i`'~`,`~ t ti,.. ~'%'f'? r "4 ~ t y;._..». ~"'"t t, F 9 T p j aI ~ a~ N L ~j ! r r`` ,1a1 l ~ tr ,yW ~ R ~ p " ~ r'~~"s?1 C {Scm-12,5emKDEPENDING ON BLANKET SIZE} AND STAPLED. ~ ti ! ~rE
*e q °w.-°: f t f ~ 31L ~ •.`ti I: e rR t ~ ~5'•1 RCP ® f~I f ~ ~ 1 ~ { 2:1 SLOPE WITH ~ 0
~ ° . @...?' ~.,r/''.r• ; t F DETAIL 1 ~ ¢ 1 aQ3 ~ j aR 'a ~i O r f ~ ~ t ~ r ~ ' . "a. " .t ~ z~ d P . A ;fHI~S Ef r r d d g13 1 >r""' 1ti . i ` ~ t ~ r ~ ; EROSIONOONTROL 7, IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 3D' ~ ~ U ~ ~ FASRIC TO 4D' (9M-12M) INTERVALS. ' USE A DOUBLE ROW OF STAPLES STAGGERED 4" (iDcm) a~ ~
, ~y. 'V ~y~, ,a, ~;u ~'~,.~.6 ~ ~ ~ E°• t tri t ~ f f ! 1 !?5'xS;RISE / 6 r` 1 ~ Ob12 L~ •3 ~ .C? sr \ ~ z f ? ~ FS ? ~t r ST~n,~~5,CTU E f W 1 APART AND 4" (iDCm} ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. ~ ~ t s ~ ,~,k.,x„~„,.. ~ ~ ~ ~
f r`y \ . ~ ~ l o ~ ~ V.c~UT 29,4.85 1 ~~J R R r E r• 5 tr r'' ~ r'c" ~m f t f . ma° ~ w„, , r" r ~ j l € ~ ,g I r Sd r" ~ (TP) 3 E' ~ , ~ , ~ 1' ~ r t ~ s ~ ~ j ~ >fvv,q~T 285,E ~ d 1 ® ~ ~ f t~ s { ~ THE TERMINAL END OF BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLESJSTAKES ~ ~ ~
.,1 y ~ , a ~ ' ~ , i ~ ~ d ~ 1~ ~ t ~ ~ 1 J f it s~ f P ,r' I CB•1 ~ ~ ce•~ p 1 ~ APPROXIMATELY I2" (3Dcm} APART IN A S" (15cm) DEEP X 6" {15an} WIDE TRENCH, ~ ~ ~ ~
. ~ ° . . ~ xT``~` 1 " ~ ~ ~ ~ a ~ ~ ) ) '~i ' ~ a~ rkEE P,~`orECiloN ~ " m ~ „ irv' Y ,,,»M,,..` ~`"s, •,...,n..w;,, ' ~~t`"~,,t o ~ ~ r ~ ' 1 d~ i P° 1 f { ~ f tFENC f~P) ./r STORM WA7E~t ® r tns; ~ ' ~ BACKFILL AND COMPACT THE TRENCH AFTER STAPLING, t~G ~ t ~ GO ~
"".„,.w,,. .r~` F f .'ti ; ! s~, `',J 1 ~ ^rr t. ! ~ p MANAGEMENTPONd ° "V` s~°" t ~ ~u"``" ' ~ ! ~ . rr,.•''~ ~ r `Y.3 , I ~ # 'd „-,"r a 1 ~ t w,1 ~ F ~9 t' ~ ~ f (REFER TO SHEET 0.13 ~ ms M N M { ,i~~
~ ~ ' ~ r ~ ~ s-..,. ~ ( f a ~ ~ r f ~ 1 ~ I ,r FOR DETAILS) „wo > . • . . . , § . ° .~°'7". r. . • • ~ "1 f ! 4' ° ~ ~ 4~~ fi v r f ~'3'I ~ ~ f~ f F,~.? s'. qn I ~ 7 i j ~ ' A7 j ~fl
< r~.,. ~ q I . t).^ f ~ '~~"~L' f ~ rA?., / $ ~,~w 1 / ~ dt { Is r ~ f ~ tr s f1, , , { ~ ~ C
• •"'°:w.,~~°..•",, °"'t~ I 1 Z ' J LI iTS#~ ~ ` ~ "i 1 ~ d ~ 2 ~ , CRITICAL POINTS
. ~.t"•~ 1 d 4 ~ a .,,1 ~ j L~y ~ ° E' 1 gt(' r f 1.,..1` cB 11 ~w...., ~,...x*"" F ~ ° "d`+,.' t y~ • ~ r . ~ \ ~ q~"• s j'"~ 7 1 t d t~ ~ r'^ ~ ltn ` S ,g ~ ~M. A}OVERLAPS AND SEAMS ti ~ i 8 t § 3;y::. ~ ! el~lsalca
/ p ) ~ ' j ~r ~ •f s~• ~ ~ 1 ~ 41• p` t ff f . ~~-3" 4 P'd` ® ~J ! B) PROJECTED WATERLINE o11~~ ~1~®>A
ti '3 . t, d ! ~ p( p !R ~ p `may`,, t y `ti_ ''c p m..,......-"° ® p . e*°'° . + . e e j . i . . mot'.. ) f f f ~ 0 i E ~ x f Y?Fd d ~ 3 F J ( ' e t ! .m~! 9'S.«> ! ' ,J a .,w..n°° 1 ~ ~ a,~ ~ . ! 4~b,.., e'/4,, e j j`'"' ~ f 1 d ® &s u~ • >F~ . r m^""i ~ ~ t" ~ / ) ~ 9 ~ ~f "t h,` t I ~ ~ 1TS ! ,M~,,.r ~ .J~.> erg. ~ ® ~ ~ I ~ ' C} CHANNEL BOTTOM(SIDE SLOPE VERTICES ®m@~®~~ C~RQII J''®~~®
• . . r . ~v v . . ~ e ~ . . z^~A"', °`°Q".w moo' . • ff'a J'! .,p~',#°" d { >t 3 1 a f{ ~'~i~..,~ t C.fy . f ~ 1 i .y ~ r...°'® ~ ' ~ m. "~"~w""r,.s l'' i~'7~' ~ mo
. " ,c . ~g . ~ . r > ~ d d j 1 ! ~ 1 j " ~ h I _ t~h?X'1 z. ~ 0 ;v } tt~ p~ • ~ 's ~ t p f ~ t ~,.e. ~ '4~ 'k t ~ tom, ~S 3 ~a a ~I'.1~`~~+s,.~,„. ~ °J ~,y~'~ ; ~ ~ ; ~ ! NOTE: w°a~~° a e ~ ~ SEAL ~
F' A: y}nq 1~. ~ ~ ~ + 1 1 ~ ~ 9 a'4 ~ f t" ~ r ~ 7, : ,r 'v„~ ~ t~. ? THE P`ROTECT,iON ~ t y'~. ~ ~5i .v+' , ~ 7 ~ try t 1 ~ ~ ~ p } , ~ G ~,!.d, .ir , •~.,,w.. „x~.m...v- .mom . , ;~•~m-,ou.„ ~ ' ~~3~. - p ~ ~ I~ * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF ~ ~ ~ A 3 ~ l ~~m
FENC {t r ` `an o ,r^,,,.,.....ti~, f .~v,.«*°,t..,~ •-.~.....,.~.,w.~^~~,.n,. ~mA ~i . s . ~ s FYtTYP) /t k } 9 ~ F f ~ 'E a '..x^... '-~~w. k~» W.".7.~.~. ~ • a Pv ~ f ~ ~ .w:" ..9 . ,o,m .,,.ark ''°w "~-~..-o-.w.,,~,. ~--V rr L,. ~ ~ { NECESSARY TO'',ALLOW STAPLES TO SECURE THE CRITICAL POINTS ° mG ~ j ALONG THE CHANNEL SURFACE. ~ o ~GB~~.~,9' f ne®®®~
,a> r ~,^M f 0 ( i f } & d j 'fr 4.`„" „","M'....~ 9. ~i,~„_,.~., ....a .,na!` t•,,:.,r^}4 J ~e'f ".a,TM".!f 6 t}fit ~ J , j f ik lr s M ^ ."""M"'"TM^.-»,. .;d ~ ~ F ~ J eta ~
~rt ~ w .w - , e 3 ~ .r ~ ( 1 Y',, ..r°«+'"". P.=a ems..." ~ a~~a'^~~`~"`~'~£°' ~ ..,.Mw~, ' "'~f~i ' ~ ~ I,1 I( IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE ~~®68ee~~~`~ a o ~ ~
,r qr } P~ * . e'• +'rP' r. r ~ r'' f ~w.~..' hy.,,`~ a,, ~ Trt1.F;~, a~, .1,?~.ril`.~ ~ P i ~ ~ ~ ~ LENGTHS GREATERTHAN b (i5cm) MAY BE NECESSARYTO _ ~ ~ PROPERLY ANCHOR THE BLANKETS,
.f , r f.Y»~> w„w.,~...,..,+'~ 1 ~ ,I~ i ~ F° ?,~~rr a „ ~ •'"r, . "rr ~ o "z ~ dt iF / i~ ' i b" ..m--- ",^,~~~~mna..~`•,,....e~. ~ta,~ .+~,.r.~, :~4 "m",,,
~ ~ GRASS CHANNEL ~ _
~ ~ , ~ k ~ FIE ~ ~ ~ NOT TO SCALE B D ~ ~ 6 ~
M~ TER w "~,„~:x• ,r'° ~ r ° •w- ~R etc Rl _ ° r , ~ w 8' 6E PUB : i f r ~ ~ Q~~~~ ~Fi,~ ~ B. ' ~
~ ~ ~ ~ 1997, P w»~ ~ ( U~~~V~~~. ~ ~ ~ ~
/ t ° , s :C{~o,~'i Hsu ~ ~ «,M~:^".„,.,.. j ""f ~ ~ `i ~ 1
.wr°rti?. ,p*" ./~R~ ~Y.. ~ I a/ l f '-•3 ~C; t'n "r".+ „y~"' tyy~~ ~ +M.a~ t w ~ Spy e ~ 9 t C,. {1J ~ L
_ ~ l t ~ C~,T~.~ ~ ~ ,r...--~,~~~~ ~€iii<Z,~~'^;t:x~rs.,<_~#)~Fd)iiYV, ~y S~ a ~\t "t
° L 0l.;T~'SE~Y++~~~",~;r~ ,..mo'w`" a ~ T J , ° a ~ I ~ r ~ ~ ~ ~ ~ B ~ ao
r "`M aibs~'t~•,^~'',~~,'s[9~"°,~~ '~t ~1;'t~I)~aa~~,~5lrslr' i ° S
S.. dwa T1tr itl~7~ ,'FL'~ 1,.y,v..~ y~J 'v I '4".' : ~ ,?,'S'"^' d , ~ ~~,s~~zva,~i~,~. - G DING NOTEo ' a ~
~ r~••!`~'°~ ~.1^~v~~;~ Svc, r, "'rte' ~ kr~d~'T; v~~t)~ r ~ a~~
1 9 ; ~ ~ ~ , CONTRACTOR TO CONTACT THE TOWN OF GARNER PLANNING ; I .4 •,,z~~,~..•--" y ® INAGE SUMMARY. DEPARTMENT FOR TREE PROTECTION FENCING INSPECTION PRIOR
TO GRADING ? I i t
M INU. IN INV,OUT PIPE TO STRUCTURE STRUCTURE # RI ' a rn , i n p . f -6 ' Ef ~ ~ ~ ~ ~
. ~S4"~ - , CB 14 314,80 310,05 126 15 RCP @ 5,91 GI " ir"v'llrlj-:~~,Z~.tti~'t:l9i~tsi;.iltl;~r'"" GI.13 310.50 305.$5 $0' -15" RCP @ 2.00% C8.9 r ~ ~
~ C ~ GI-12 308,50 306.25 6$' -15" RCP @ O,SIo/a CB-11 t ;I t GRAd2NG ~ ®RATNAGE NOTES. " ~ ~~y~ ~,f j H N an d of ~ ~~R
~ ~tV'{5i,f.; t~~ OJ. 0 305.90 305.4b 58' -18" RCP Qo 0.69% CB-10 ~EG EN a , C&11 3 8 ~ C&10 3~J,50 305A5 304.85 115' -18" RCP @ 0,52°/n CB•9 ' ; REFER 7O SHEET C-2 AND C-3 FOR GRADING, DRAINAGE AND ~ ~ 9.s
a M - ~ o R P / I-8 309.50 304.25 303,75 40 -24 C @ 0,50 o G CB-9 HW..,.,.....,HEADWALL BUFFER NOTES: EROS~oN coNTROL NOTES.
GI.8 309.30 303.55 30330 40' - 24" RCP {x14,75% CB-7 „gi _ - CB-7 309,50 303.00 302,70 130' - 24" RCP @ 0.54% GI-6 TC,,.,.,,,.,.TOP OFCURB f f ~ REFER TOSHEET C-13 FOR STORM WATER MANAGEMENT POND
GI.6 309A0 302.00(7) 301.80 58' - 24" RCP 0.5Z% CB-5 GT.,...,.,.,.GUTTERFLOWLINF THE CONTRACTOR SHALL MARK THE LIMITS OF THE BUFFER WITH DETAILS AND MAINTENANCE REQUIREMENTS.
302.60(14) , ~ ORANGE TREE PROTECTION FENCE WRH APPROPRIATE SIGNAGE. TREE PROTECTION FENCE SHALL BE INSTALLED ALONG THE OUTER ALL ON 5IfE DRAINAGE SYSTEMS TO BE PRIVATELY OPERATED AND
CB-5 307.10 30130 4 300.80 56' • 24" RCP @ 0,71% GI-2 TP.........,.TOP OF PAVEMENT STORM 41VATER ~M P NOTE, G) GRAPHIC SCALE 3a1s~6) ZONE OF ANY NEUSE RIVER OR CAPE FEAR BUFFERS IF THERE IS MAIM-AIMED,
;~I CB-4 306.20 301.83 301.73 $2' ~ 18" RCP @ 0,52% CB-5 TW,.,.,.,.,.TOP OFWALL AT THE CONCLUSION OF THE PROJECT ALL BMR'S INSTALLED j ANY CONSTRUCTION WITHIN 5D FEET OF THE EDGE pF THE d iii ~ ' BUFFER. THIS MUST BE DONE PRIOR TO STARTING ANY CLEARING, CONTRACTOR SHALL INSURE A MINIMUM OF 1' OF COVER OVER ~ ~
50 0 Zb SG 140 ~ HW-3 - 302.00 34` -18" RCP @ 0.50% C&4 ' - BW...,..,,..BOTTOM OF WAIL ON SITE MUST BE CERTIFIED BY A DESIGN PROFESSTONAt AND GI-2 306.30 300.40 300.40 155' • 24" RCP (810,71% FES-1 THE TOWN OF GARNER ENGINEERING DEPARTMENT MUST RECEIVE AND MUST BE DONE TO OBTAIN A CERTIFICATE OF COMPLIANCE. PIPES ENTERING STORM WATER POND. ~ a ~ o
FES•1 29930 CB.,.,...,.,.,CATCH BASIN ALL A5-BUILT RECORD DRAWINGS PRIOR TO RECEFVING THE IF THE DEVELOPER HAS RECEIVED APPROVAL TO WORK IN THE CONSTRUCTION OF STORM SEWER SYSTEM SHALL COMPLY WITH ~
.G T LET CERTIFICATE OF OCCUPANCY >I GL,.•....,., RA E IN FIRST 20 FEET OF THE BUFFER, THEN THE LAST 30-FEET TOWN OF GARNER STANDARD SPECIFICATIONS. ~ ~ ~ Z
( IN FEET } D SECTION - FES„..,,,,,.FLARED EN 1 BOUNDARY SHALL BE MARKED IN THE AREA AD3ACENT TO THIS ~ ~ ,1 WORK. OTHERWISE THE ENTIRE 50-FEET SHALL BE MARKED. THIS ! ~
1 inch - 5Q ft. YL.,.,,,,,,„YARD IN1ET I MARKING SHALL REMAIN IN PLACE UN1il ALL AD.iACENT 4 ~
''I G~nUd4. nrcri ieucn aeoae um~ aceni rnnaoi cren nnin cTnan nrn
CURVE TABLE vu,,.,,....urc~uivu
CURVE RADIUS ARC DELTA CHORD CHORD BEARING ,,.FLOW DIRECTION ARROW SIGNATURE SH ET
C2 994,93' 539.35' 31°0336" 53277' S80°40'03"W C3 924,93' 113.20' 7°00'44" 113.13' N77°30'43"E
C4 924,93' 145,49' 8°59'16" 144.94' N85°30'43"E
CITY OF RALEIGH PUBLIC UTILITIES

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C„~RCTL r~ilas P I ,1 e ~
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Jr • =r TEMPORARY TEMPORARY oa~~~ ? g¢ 1' ~ ~ ~ i ~ f ~ ~ ) ~ ~i ~ j~ ~ ~~~*ti.I', 'Q ~
` d, ~ SItTPENCE SILT PENCE ~ c'y 4 1 ~ ` ' a ~ ~ o q~ ~ ~ ~ ~ v~` ~ ~j ~ C~ (fl
~ ~
~ f ~'F r ~ ~ ~ „rf r d' ~ f ,9 ~ r ~ f ~ TEMPORARY SILT 'SILT °cr~ ~ 0. ~ ~ ~ 1 ~ ~ 1 ; ~ € ! ,4~~~1~~ ~;::r` ~ Q ~ T
t. It ~ a ~ . r', ~ ~ ~ ~ f r'"~ ...'~€NCE,.~1151•ET of {~^~,3 ~ ~ S y t F e d' d ~ ° .=r a
{ p ! t p . i i ~ j ~ ~ ? ~'r ~ ~ ~ HORBESHOE INtET PROTECTION F i I d 1 ^ / f f f ,J` f x,'`r e ~ ,.r' ~ ,,,r PION ? j 'y ~ { t~ ~ t ~ t,:Vlf r ~r i ~ ~5:"" °Q.. ~ O
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1 ~ f ~ f i ~ r r""" r° ~ x 7 t i ~ ~ /'..-„Y ,r°i { rf ,S A Y t ~ } 'w.....'':,.w~ F °r' `r f ~'.e'V, 4 x ~ ~'q~ ~ tOC~AND CRAUUCCL MPORARY ` , ~ ~ ~ d 3 t~ ~ ~ ' a.. w.... _ ,..~.w. ~ ~J~~j w.~ m____. _.,,.w. a ~ ( INLETRROTEGTIONON ILTFENGE ~ '6 ~ ~j , ~ 'I ~ I
1 ~ / ~ t ~ r„v 5 r u,° F d' RfiRN UIL { ~ / l I r ~ ° . ~ 1 t i ~ w" e. FENCE OUTLET ~ d 4 ~ { ~ GURB If~LETS (YYP~ s' ~RALNNG ~ ~~1 ~ ~ ) I .d`~ i b a ~ ~ ~ ~ LIMIT at t ~ F k~ ~ ~ ~ p~j
J' r? raj B J ~ i . ~ : r" ~ T : i 'Y"' ° e p } r app 8 ~ I ~ ~ t { ~i ~ r s 44 !
w`' f'" ' i ~ t~ ~ y_...~ ~ CIA ~ 1 .-~'r"' y~ „w r e , ~ Y' t ~ . , ~ t.' I f J r';! I ~^->...f t i ~ ,9 J,,p` p.f' r?" n..^.' ,..M,J 9 .N ~ ~ d iyp,Tp • ~ ~'~F` C " °"7 ~ ~ ~ ~1« ~ d' r~ ~ { f ~ ~ ~ { GNSTRUOTION
f ~ ~~`7 /q ~ f ~ ~ ~ ~ "`"`M. .+'0 ~ W ~,r""' r a ° a dT ~ j 511 t f ( 1 ~ Q( i ~L 8 "4 .,,.w.,~ ~r~ J' /'r O n.1„~~' .-w. „+.e • e • ~ • ~ d ~ 1 i~~~J ~ 2~~ SP a ~ ~ ~ a % j ~ ! ENTRAPIOE ~ ~ ~1
p I .I• I G' p r d T MPOt~4~"`"'""°" ....,a's~~,.,~-,~" w~^"""" ~if , a!. # ~ 1
r` P} ~ I fp ~ ~ { f 1 . ~ '~''2t'^h"•>~ n " rr ,f' r..w ...,~.,m ° ~ I r ~ ~ t
r.. f f J fy ~ I S»~,'.a "s"J~ X1'1• ¢ / .r"~ ~ r A. .rw. ' ;y k7 a a D CN ~6 ~ :d r~~ ~ •a ~ ~ I ~ r,t,1 I ~ ~I ~ r~i
~ f t t ~,3 ~ ..1, 1 r, ,r^'' r'' e> ~u~ ~u ta..,.,,< ~ ~ u. ~Q T tog t
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~ ~ ~ 'w.,..f .t! r? g ;r r Y ° . s b.,.e ~ i ~ ~ f' may, GR4 EINLET~(T~(P) r°~ ~ ` ~ ~ ~f ~ a : , ~ ~ ! STOCKPILE NOTES. ~ ~ ~ ~
a ~
f ~ ti, + ,,7I r i ~ "`i ` ~ ~,N r' b,.^' ° r`= ~ ~ r MPO Y SILT ° tir d` / ti, 20FTTEINPOI~ARYSE IMENT ~ p ~ ~ ~ ~ ~ ~ ~ /'y ~ ~ ~ I ~ STOCKPILE HEIGHT SHALL N07 EXCEER 35 FEET ~ C/+M1~
r ~ ° , t „ ~ AND,OON~aTRUCTION EMENT? ` ? 6 ~ f FE E OUTLET`' ? ,r ~ ~ `e.w . t .t tr , s•+,r MPARARY Y ' ~ ~ t / . ~ ~ STOCKPILE SLOPES SHALL BE ~;10R FLATTER ~ ~
o„ TM.,,,, r . ATT ORARYB,SIIV A a ~ 'w ~ 0 t j'',, b, ,,.A ,r ,r~ r°4 ,,,~"r..,~'' ,.'°~IVERBIQN. / I F S '4, ° ~..ti,~^ F' r ~ ~ ,r,°" f ~ ~ f DITCht'. r s r:. ~ ~ ~ `"w. / YY"+ d° rr „r"'~.lrr d~ l ~ .r'` .A' p ~i~' }'s ~ l ~ ~ ~j r. ~ ~ ~ SEEDING OR COVERING OF STOCKPILES WITH TARPS OR MULCH IS v,y
~ ~ ~ ,t _.q, ` ~ ~ I P~~ ~ t RE UIRED AND WILL REDUCE EROSION PROBLEMS. TARPS
f "T~ `M r~• ~ TEMP RARSY SILT 'J .,.wil ,r^ xx,•, •,b ~1r t FENCE OUTLE? F ~ m'` 1'~ • ~a MPOl4A~Y'SILT !'F ~ , " " ~ ~l , d , ~ , ~ I ~ ~ ) SHOULD BE I+~YED IN AT THE TOP OF THE SLOPE TO KEEP WATER ,s ~ # P ti' ; `fir, If i~ E I ~ ~ ~ ~ z' ~ FROM RUNNING UNDERNEATH THE PLASTIC, ~ ~
e ti. w'e,„ .ry ""r 5,~ ref .e--.., r^`` ~~r r` r"''~ S r"° < FEPiCf OU'j~gy+T y n ~ w.` T. 'ti.. f ' r'"~ •~,M' I „i," f /l' ~ ..1~ lj 'AP ~,fl~ Y , ~ t r+- .T£NfP RY r r' .F ,p . V f
~ e'"' i r S) FENCE o ? aia ~ F~• . a, ~ J 1 ~ ~ 11 ~ ~ ~ IF A SOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT ~ ~ ~
. ,`..,....w„ ` • `'""w r f .r'' \,~.a+` .,iy • ,r d~ F ~ ~;,,..~,.K. T "P ~ v r y~ ...,-,4 ,,~X ~.,,r~:"M~ ( ~ V'", ~ ~'r /3~'~ ~ s~ f ,a'"~ CY d`,ra' .a' y~~ 3i~'~C;s3 ~ ~ r t p' j'~_ ~ ~ `da ? ~ ~ ~~~t j , ¢ ~ IS COMPLETE {BUILDERS, ETC.), THE FINANCIAL RESPONSIBLE ,~i ~ 7 ~~~-„~-l r ~ ~ PARTY MUST NOTIFY WAKE COUNTY OF A NEW RESPONSIBLE ~
„ / St ,p~? ^.""t~' ~ ° ,ten d r ~*g p ~A' ' 4 ~ j . ~ t f ~ a,l F o r ~ 9 ~ 7 ~J `"'rv ,.Jn / ~ ~ . ~ d ~ '~s ~ ~ ' ~ ~ ~ PARTY PORTRAY STOCKPILE. .r ~ d ~w d ~ f _~f ~ ~ ~ ~ ) s 6~ ~ ' ' ~ yl I RAO;NC
r r ~ r d,._. t' p ~-m. • LIMITS ` ~ ~ ~ , a t THE APPROVED PLAN SHALL PRpVIDE FOR THE USE OF STAGED
~y '`+ti, IP• PFORLBAY P J T~ f ,.~1 IP,FcAP RON ' f .i '4 ''\.ryr ``w» ~l` '"`b„ Yy R Y } ,(',.a d;' ry/ f .A•! ° L ~i ( A r,~ `~/7, H. , ' °r «r. REFER T4BTORM 4~ATER a'f r f , .a ' r ~ r'Ar ~ f 37 ~ ~TlTi ka ~ ~ M £ ~ ~ ~ I ~ ? SEEDING AND MULCHING QN A CONTINUAL BA5I5 WHILE THE ~
* 'W'z* T TAIL i F tr rPi` n / rf ~ J' ~ .x`° .J~' 1 ~ ..i(G:t' r:I' : `w, w« MANRGEMEN SJE g ~ T ~ t ~ / F r w,„ ~ F? . ' y~ "'~F~ """^w `w "`t ~,r f j~ • Y. ~f it ; f r~ T PGRARY f } { ~ • r' - ~ ~z ~ ~ d ~ ~t ~ ~a ~ ' ~ STOCKPILE IS IN USE, ;
iu fi'. '`G~ „\`w, "RIP•RAPAPRO{V ~ ~ ~ r j ~IIT ENCE ~ ~ a °w fj •e^'a> ~,~,ti` ~ -•~..,w A i ,~r r'~' '`a`,P'' ~ j 'i ' 1 L;^^.,~b,..t.~rr'' ,~'1 a~ ' "dJo, `P~e" . \ ' Jt Q~ I :f. ° ~ 1 A d~' / 'O' ~ S '~y, i~ I, :i. ' ~ d ~ t ~ ~ J >a ~ ~ ~ t ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF ~ Q„
r, NEUSERIVERBUFFER ,r ,g / ,`T ~ ~ 'dE j ~ ~ e ~ ar 6 f x f p MPGRARYr • ~6 ~ f A ^Y, TSB }L~ ~,.x ^^M„ IMPACT#~t ~ 1 r tq P ~ j rs ~SI~1~FE ~ x "w: °'.5 . "V + 1 ~ ~ ~ f , ~~.,`y, a ~ . t' r ~~,4 ~ a 7 ~RARY ~ rP d s ~ " ~ ~ ~ ~ ~ i THE SLOPE (WHERE PRACTICAL). ~ ~
'w "7,9 e. ~ r„ `...,.d ^w,,k ~ t, t 420 SE.Qf ZONE 1 IM~CT " 9 i { i S~ ~ r r'. r ,,;3 ~ { ` i s ~ ~ ~ ~~fl~ ~ • t "e+, 280 SF OFZpNE21MPACT f f~x ~j.~-""+~r F~ a ` .Y,o ' pi ~ DIVERSIOND 7 "olvERSIONn~*~N & f f ~ u 1 ~ t t fra•~17;':PI~ _ . _ ~~y
~ _ . "'°"~r^ ~ € 5 ~ ~ ~ i~ T~MP~ Y S LT 1 Y ^'~'r, 6~'° 'S°„'^ ~ '~'sr ,,,J~ C l ~ } P~t T , ~1`~ 6 1I~ s'1 ~ S i°' 3 'z.+ ' a,` ~ ' ; ~ ,.Pi,.;,`'~" " r-..' ~ ~ 1~; ~ 3j 1~~,~ ( t i,~S ~ca~ t I%u ~i5'~
'a/1, "^^.~aIP•RAP-REF / 1 ?7` ` P . a 44 s . f ,p""_' / ' `."q LAN ; r J ~ ~ 8 ~ t - _ TO GRAfliNG P . ^a ~ ~ t r ,d' ~ ~ ` s g Y ~
~/y:,...w..,.~,,,, "`""""^w ~.*~i 5pZ«~„ d' f ,f •D ~ p ~ t _ d` ~ r5 ~ ~ ~i d r )
x + r s I . f TEM ti~=° "ti a,w y~ ? ~ 1 ~ , o . ~'o'°'./~ A~ 8 31LT SILTFEN y ~ ~ a ~ ~ io0
~ ~4~: ~,y,.'r "'u , 'ry `"`w.. r ?'r ~ v. V'+0 ~..y~ j~ .y' M 1 , ~firr~'r, .,r TREE PR•b'PEOTiON t~' r' ~ f ..,-t fl a 5 r bps, r' 4:~ ~3 ~ • ~ ~ g p _ i'12.Y~15) ~ P;~„ ~:Y~~- f n 7 ~f~~ g9)f ~ ~f~ ! ~o-a.
"+j"a, •'~"`;C » - 'w,,.. °c., FENCE (TY~ • ~ tw ; r f J' Cq ~ `''y~.-,~'~ . ~":'.,`,aqs {~%fy/ ' ~ b,„ a . r 1 ~ 1 } g ~l , 7 f i Y l~Y~~^' • .r~s ,,r',x° . ; fr s~• P . ~ r,, ` f i PORARY SILT 'r ~ . a . ~ ~
~ : y, ,~,r•~ `"ti,,.„ ~ ~TLE.T° ~ ~ v I .de' ~ 1 !a ~ r Pr . ~,"r ` l El..f ~ ~ ,w.. n'v , 4. ~``;xv ~ ~ ; + - < / ~ j ; ~ ~ # ~1. r ~ n•6 ~ ~ 'r v ;
,W / ! , ~ ti;, t...M,~t ^^'^.....M r.~ } rr yr'r~~ r~ sJ ~ l f S ~ / 4a e'' ~ 1 ~ t9~ ~ ~ ~ a ~ '"3 ~'s?aj r' ~ ~ s ! j D~'t ZC7~!?,. H ~.3~ _
r T ~~ti ~ "Aw } ~ { '?A, 'k { t' w rQ` .,y-~ its' f" p~ 'S r ~ ° sf r~d• ~ fi .\rC~ p"' Y "^f a, ~ «ti 5....,, "':t:~d. i'r,,,. r+ r ~ 1` j { a # 'k . ,,r ,p f~~ r ~ ~ d a t a~~ -""w+, 41, 1 y ! f ~ P ~ s`Q ~ 1 / ! 1 :r` d ~ $qY ~ ~ a 6 l ~ M' ~ F ~C~' ~~~)~~~a?I J~~i~ ~),Pi i° {'~fx U E ~ r ~ °ro i ( -".,T ' ~ ! ~ ~ ~ ~,~~?)>fY~f&~' ~ ~~1v.~ iiik~ JJ7ji? ~r9'#~~~,
t J 4,, ~ d,` ~1" {-:.r.c.N` w t ~ ~ f ~ : ~s° t ~ I t 1 ' ma' o-~ ~ „ ~ i .Rr f 1( y ^yy fit ,t • { ~ 7 ~ ~ 7 ,a` r I ~ J' / r f ( f• ~+''i ~a~`n 'y'~,, r !I .w z.?~ ~~d ~ Iw..,,,~ 111 ~ ~ ; !1 ~ P,~~~.F = ~ ~ ~ ~ ?t a ,.ti t P ~ 9LOCfSANOGRAVEL
1 i v4,„ ,,.w~rL} :r^^° r / r f ~ f F ~ } ~ rv'~ tr'r .~"~;a. w „^S,~ 'M ~ i ~ t I!' } TEPAWOR I _ t f @@ l ! t a ~ f .t.~'"~ t'~ STAN~RI~NLET ~:9,1,9tiTF) . t~ f~ P~~,w,_,- p' ~ C , 3' j I ~t ~ PRQTECTIONON ¢ ~ ~ a * t ~ ~ , a INLET PROTECTION ON j~ r # y
~ ~ ~ e r Ii fti ~ J t , 6~ a ~ SILI`FEN E i' .,r ~t GATE INLETS (TYP) ~ j } ~ F ~e GURB INLETS (TYP) i~f
f 7 ~ Z~4 ~`,a ~ ° ! s t ! t i' ~ j f r j ~ acid rr ; .,.,.•,K,,...,'o ~ ~ . v ~ "'ti a h,~. ' f d t ~ T MFd0 RY, f ,i i ~ IN ~ 'r ~ ...s r ~ - , `
^u J n~ . ~ + . 'i, ~ f } p 81 F NCB ~ 1 ~ ofd -~.,,.J J ~ L ITS ! f, ~ ^w, 7 ~ '1,,~ ° ~r ~,8" ....W» .,M .A, q T•,a Ps ~ ( f x j ~ r t ,i T `h ~ r„„", ~1 P~'' ~ Y.,., r' t d ( , J~ t ~ ~ , f r ~ tSTORMWATERMANAGE ;r0. e
. w, ~sx. ~ ~ s , d r / ~RE GROT TION~ ` • + M, • • \ ~i ~ t T~M RY<SIL f ~ / "-r` f~ 6 r~ J' ~ '••",;Z` RAND TO BE USED AS w.,,, J . 4 ' 1: " . ~ ~ I' OU~FLE, t l a+ a ~ ~ FENCE(T~'J ~ ' ACU5Y+9M. SIN moo,„ "`^,o, ~ " a.. . .%»'x~r•"„„ ^,..,ti p i f ~ FE~ICL } t p~ r'^, ~jr„ti 4' t r„` ~ ~ J j ~ d ^+~;""~w.>a,.^,.
1 4 . ,ywM, w.o~- I i ~ r r ' s 1 r ~r ^-1` i / 1 f DURINGCONSTRl1„OTK7N. a»...,,.,,,, ° + l . t d ' ~ ~ ° , 4 ~ ~ ~ ~ T` CUSTOM BASIN RISERTO ATTACH ~
~ s~ ~ ~ ( ~ r ~ ~ ~ '~J ~ r J TO PERMANENT R{SER, a... ,w ~„r g ~ ° .1 l'fe " ~ / ~ sE r[ ~ ~ ~ 9ASiNSIDESLOPE: 2:1 f ice,, ~ ! ~ ~ . f I# ~ CONTRACTOR TO C~PlTACT THE TOWN OF GARNER PLANNING ~ ~
d/"'~ +~°t r [ 1 ,P s ~ j fT i'~"c f t `t°rc,~ ~a „M, . „b ° ~ f `.,n~.,,,~. ~ ~ ~ F' } f j{ STORAGE DEPTH: 2.OFT ,R ~ r ¢ r 1 ~ f ~ J a a I ~ ~ e t BOTTOMDIMENSION; i 4P ~ ~ ~ € ~ ~ ~ ~ DEPARTMENT FOR TREE PROTECTION FENCING INSPECTION PRIOR ~
M *b e . e s ^~y e +r ~ i I ~T`,%',°^4 0 1 ~ r r } % ~ i r ~ l 4n, f • ~ r ~ & 3 ~ i , f f ~ BO M ELEVATIQsW, 16 ,.h .w , ~ ,,,,.tr + +~``f ' {j f r~ i ( t `cif ~ ~ ^^yr T,OPOF'IYAM-0(N~NSfON: 156'aB1' Z6FTTEMPORAR ''w ~ ~ ~ 1 TO GRADING Z6FTTEMPORARYSEDIMENT ~ fir: ~ ~ ~ ~ w, ~ ~ I~~~ i~ i j BLGGKANnORAVEI
° t g ~ ~ ` ` ; ~`h,, ! ~•Xa. 1 ~ ' ix ' ~ } ' s ~ f r ! `fOP OF DAM ELEVATION: 306 AND GONSTRUC . .,,,e„ . p f a" ~ ~ { a~ e tr l ~t / ATS70CKPILE AND CONSTRUCTION EASEMENT ~ , ~ j ~ ? INLET PROTECTION ON v ATS70CKPILE m~''e, ~ ~ I ~ 1 ~ P~•?~ !CURB INLETS(TYP) ,r
M.,, `0`~ ~ ~ ,-w~°`""" ° ~ ~ I J f'd„p 6 ^ P x p ~ ~ ~ ~ ~ i SPILLWAYELEVATtONt 303.6 ""l' a ~ t ~ i s 'n„ ; " 1 { 1 SPILLWAY LENGTH: 18' .d `'e ~°~"n~ `"'w ~ +n ~ i qq~ d ~!a a6plfi61s7llBppp
< • r . s~ ° .Y . r . 'r.~+ ~ " • F I ; ' r f "f` ; ~ ~ r, ~ fa, /t^""" REQUIRED STORAGE: 8,3TOCF 'ro, ~ ~ i ~ r it ~ ~ ~ f~Y~'•~ a f ~ A,,d, t' j`•...~'"~„, .r f ORAGEPROVIDED: 14,920CF t ~ i 1 i t ~ P s: R ~ e P
. "`1 a • . . ra,., . ate"` ' ~ TEM f~Y Sll ' 1 { ~ ~ rr Y~. f N'4 ; g 4 # ~ RE IRED SURFACEAREA: 7,585SF ' M~ ~ ~ ~ } p"" r t ~ r P t ~ ~ f ~ t d' SUR .CEAREAPROVIOED: 8,2 SF iSF " ,.M?" ~ ~ ~ ; ~°j> c ~ p P~~~~ I ~ ® y~ y~ ~®~q~®®~^®ogem°m ~l,~g°oa ISF ~ R0 b,~ , w.m+~~°~~`f ~r I f # ~ ~ i 1 ~ ~ I ~ ! ~ °~°g m ,rq~ Sr`~bi~®~®~7" ~
~ . .~,e„„ , s°' ~ FE CE ~UTLsGET d , ~ ! ~ r ,A 5, t d P q ~ ~ I ~'v"$ ~ ~ t ~ . .p
r~ ~ ~ ' r'/ E,~PO Y S~LT t 'f 1 1 j 1 ~ f ~ r~'` ~ ~ 1 ~ i i ~ ~Z~~~r+~I~C?,~ ~~"~'~5~„~>~ ; . a .~y ~ . 3.` . r ,a ? ,a 1 t ! r r r I ._,~w... ,ten, mo ~`i ~ rt'"~~ t ~ i t d t~9~A~.
ur 1 6 FENCE ET v ~ ~ EP ~ ; r 1 ~ ; 4 i ( ( N ~ ~ ~ f F ' ~ r' r"'" / t 1 d f .a.,~a 1 I' ~~,~,~,L••-', ~ "t : t t _,~~.rr-~`'~.,..•x. .d . ° tF P 1 ~ ~ ~ l.y ,l sr r ??6, ~ • t ,~+c.,.~wr ~,°=~,a_~.~~ ~ 'r GENERAL ERQIN CONT~4L NQTE' ~ .S
« ~d . . r'" / r uhm>Tfi g ra z ~ ~ 1 l•. r`.~~ „ "w; .
• ~ '"*.''.'H Mu" ,,s^ rJ J 1 J'a 1 E t M ~ f ? ~s ~ur'r~"'' "+a f t o^"'~,r" " n, yf ,f' + 7 1 f'~. ~ rr r\•'Y "",r"a ,.u,,,...~ a .,..F..,......w.~..,.dw. ,......~..,..~..r.....-,... ;'*roy.,, ~~M~~"'"'""~ q ~ ~ r ' REFER TO SHEET G2AND C-3 FOR GRADING DRAINAGE AND EROSION CONTROL NOTES. ° T I 1 P B6®®®° ...._.~..r......,,.. ~ """,~,,,ww.~-. ~f,~.3y, I~F' 1~ 6B6j~'g~'9 g e
er^ .~w'` .a ? r ~ J F I t u S~u4- r~' acv ~,r~ `b„ ,..,.~-.^~m~~ ' " ' ~ # 1 ~ ~ REFER TO SHEET G3 FOR WAKE COUNTY CONSTRUCTION SEQUENCE. r®Irrt a s o
r° ~ d ~h~~ d ~ ~~M RACY JA i ~ ~ J f1 ~ ~ `a w~ "w".« RADING Tr eE. w ~ ,"-~w ~,1 ,.r SILT FENCE 1` pi".~ ~ ~ .,F.e rL, ~.I~~ " T p,~`~Eq; ~SI~~.~tU ~`.w: , . " ' ~ ~ B ( REFER TO DETAIL SHEETS FOR STANDARD EROSION CONTROL DETAILS AND
...,;,ate,.. / ,.r ~ . LiMiTS ~ fi,. ~ " r Fe ~ TEMPO RY SILT rI f > P., , .s','~ ~ ..k^°' I ~,.a.,,~~v3,~,~ 1 ~ AND SPECIFIC MEASURE SIZING REQUIRE~MENT5,
d FENCE OUTLE 1 ~ r ~ ~ M,.. f ra a, ~S~ 'r,,..p ro~
~ d r ~t~''° ~ ! E ~ f
r J ;0 1 ~ r~,~ ~C~ ti,'`` v ggt 3 } ~k Q ~ ~ ~ o ~ ) ~ ~
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9 uM'~.y~i~en,.~~»q,~us+9 ~"f ,}ry[. ',~~"3+'r ((.~I 1.v^ S»M, L~'...... J :ry1 Ab'.v ~ j d.l~'"'U"' ,~^.nr..""" yr,l3"1r~ 1"!~ 7 C ~.,,n~""~ L S'S"'a ~S._'Y li +l M' ~ ~C C'•p , t ~ ~ i 1• ~6~ fJ m IPd(5 rba,£f ,1+s,1. • ,T ~Z ;.s^A~.'~ ®eeo'~°pi°"."~^" ..,*r f E~)~y~ ~ ~ 2 d° "
~ ,.+y, a^~'~< ,w°'" A e S' ~l',~: ~Ir .Z:2.+•^." % TREE :'?~uTEtTIU,47~'EA ~ {"Cy attic cw f J6 M;;T QrTE*" 9 ~~f ~~g~~~~° ~~b~A t ~ t~.~~,.~. ? ~ ~ ink ~ ~
~ „„.,.a-~j"~ r,,,"~'°'""n ~p~~(. ~ b traE aFC6 t 1 tufo nmmu~aere ~ ` t n A a ~ ~ ~ E OSION C NT L LE E ~ ~ ~
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G ~ 4ERk+TasT ry.{A'i'=''r a r ~ s.rtI PLAYx"SUE FLA`Av IflPN'AW A~LY kdxglCk,E FakIVG'HTYaY;eU q ~.t jl1~3 t~,~'`F I'O.,iJ ~~i 1" "~„ct5r tIV q ~t'dsJf' i?J,rJ~"1'~L~`) ~~'7 iTf~J ~ € ! ` CE 1 0 ~s
L.. ,a.., .,M. I~~~~~~~~~~~~~~~1~~-~,at ~ , ~ nwy~.,, ~ SUFFER NOTESa f
7f~jS~""~~~'~~ t`riN IP~~" M M.. ~ THE NTRACTOR SHALL MARK THE LIMITS OF THE BUFFER WITH ' , r ~ SILT FENCE OUTFACE s ~ REFER TO DETAIL SHEET G14 ~
CO ",~w~il~',`'~t~)~?~4" .._~~m~._, tuft"! ORANGE TREE PROTECTION FENCE WITH APPROPRIATE 5IGNAGE. ~ ~ N T~ ~~nTE"tt.ra nrEa M iv ;
TREE PROTECTION FENCE SHALL BE INSTALLED ALONG THE OUTER b RO tiilT EHTEIt r I V
ZONE OF ANY NEUSE RIVER OR CAPE FEAR BUFFERS IF THERE I5 i ~ ANY CONSTRUCTION WITHIN 50 FEET OP THE EDGE OF THE I ~ RIP RAP APPRON `Vi`i Z w
BUFFER. THIS MUST BE DONE PRIOR TO STARTING ANY CLEARING, I j `;I~~E >tlEt„t GRAPgiIC SCAM ~T<~,. ° _ , r II ~ a
AND MUST BE DONE TO OBTAIN A CERTIFICATE OF COMPLIANCE, ~ 1 w.exv; "~5 ~ 4. ~r ~a~:t.:k~~.aa„~ ~ ~'"M• 50 0 25 90 100 200 ` ~ ~ ,EZ;yzs a rya, sruiav ~?tutr re:~: nen auar:a as aeTaa¢C. t„ny war P?act rr :as•.wwrpar,arn TEMPORARY INLET ~ ~ ~ ~
iF THE DEVELOPER HAS RECEIVED APPROVAL TO WARK IN THE x~F ax irk r',v ~ x~a as+rr ~r>u,~r :rrr+r ca~~v a+~uTa~ ~ };a i4'E ok7ft4",7ah ant'~5 t•Sa TrNk :6'ras vaNVETt4.r•M~F~r" .G c:su 'Aax .a.:;H E:e .,~;~ttv,7. aVta rn .*SW! S+:K sE~ts r m a¢rax sp>;$ a!~n FinPoG ur~~. ~ ~ ~,~~~L.,,~ PROTECTION n°i ~ '
Irtv, FIRST 20 FEET OF THE BUFFER, THEN THE LAST 30-FEET +nvrtw TaBE r~o!}CrCrr ~eea~ r~;n,~~wT 9ewtflt~ er r.~, x ~';1 S~ atrFrCau r;t to ar~uur-av s.± rx aat~ ~°a'ctves ~aur7+~n; kesc^. tk aG'!ti. ~~:a nasar>< t_: BOUNDARY SHALL BE MARKED IN THE AREA ADJACENT TO THIS ~ a e a>ws aT ~arK r,.r ~ r.~a'~ T~s Pn~TE a~ czar=r, r~3ans, fl ~ o Yi kesc^^. ~dk av'"!»x Fdt7: ~a~.V% ~,F~:4, ~ TEMPORARY SILT FENS ~ ~ c ~
~t WORK. OTHERWISE THE ENTIRE 5Q-FEET SHALL BE MARKED. TMIS IN ~ ) fj u
MARKING SHALL REMAIN IN PLACE UNTIL ALL ADJACE7~T 1 inch = ~0 i~. ~ >TD >TA TEMP, DIVERSION DITCH ; ~ ~U v ~
DISTURBED AREAS HAVE BEEN COMPLETED AND STABILIZED. ~ ~ ~ ' NpTFr FOR SREI _ i w ` ~ n NflTE~ FCR TREE PRflTECTIQN QNLY i ~ dl ~ x
~ Gl 4) L1 4 ~
(rUKVC I MLC l7 - iw 0
CURVE RADIUS ARC DELTA CHORD CHORD BEARING , r p; ~ n C f_ 584°40'03"V~ y STANDARD EE f~~~~TEL Tl~a'DETAIL ' 539.35' 31°03'36" 532.77' rlOi'l DETAIL SIGNATUM SHEET
2 994.93 C3 924,93' 113.20' 7°00'44" 113.13' N77°30'43"E h b -m m z
C4 924.93' 145.09' 8°59'16" 144.94' N85°30'43"E r
CITY OF RALEIGH PUBLIC UTILMES CY

RCN>"~c: ~~ikf any' GREA5EINTER5EPTORNOTE: ~ ~ F BASED ON A REVIEW OF THE PROPOSED DEVELOPMENT 8Y MR. TIM r,0
~4FC?ti {},.~.?~c ~ I ~ j l BEASLEY, PRETREATMENT COORDINATOR FOR THE CITY OF RALEIGH N
ACS ~`?i F'«^ [ ~s3 ~ I PUBLIC UTILTiTES DEPARTMENT, ON MAY 19, 2008 A STANDARD 1,000
~r ' + i GALLON GREASE INTERSEPTOR WOULD NOT BE APPROPRIATE FOR q ' ~'O~L ~I~• ~ ~ THIS FACILITY WITH LIMITED FOOD PREPARATION. MIL BEASELEY ~ ~
~ f ~ 4 CNV. ~ 1~ DID RECOMMEND A 306 GALLON EXTERIOR GREASE INTERSEPTOR A5
A: i ~ % ~ ~ f SHOWN IN THE CONSTRUCTICNV DRAWINGS. ~ J ~ O J~=-. ~ ~ ~
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RELOCATE ~ If'!'~ $Ii E ~-~3 . jj~ m~C <f O EXISTING o ~j ~ ;;_...,.~,w.,_.,~....~.•._nr1(~,~-_ ~ ..~.,M._...,~.~ ~ h~
.,.y(.~, ,r' S.S. MANHOLE#5 FIRE HYDRANT ~Nr + i ~
R FOR SIDEWALK ( ~ ~ ! ~ ~ ~ ' ; ~ ~ Z CONSTRUCTION
Ea1A 4 58940'38"E 1079.08'
a. E ~ ' L ~ ~ ~ ® ~ ~ ? E, KING] TRAIT, ~ U 4~. 1 1 f
1 t j i }}f J
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/ a I~ ~ I j r~ ~ ~ ! I )
0 r . ``"'f ~ ' i` ~ ~ ~ ~ ~ ~ ~ (1 XISTING ~
. ~ ~ / ~ 2" TAP AND CURB STOP ~ ~ ! ~ ~ ~ 12"WATER MAIN ~ ~ 9 / ) ( ( ' ( (CONTRACTOR TO a
s•-n., I t ~ tiM^ ~ 8"FIRE LINE RP ~ f F ~ ~ ' FIELD VERIFY LOCATION
~ s BACKFLOW PREVENTER ~ ~ ~ ~ 1 ~ E & ELEVATION PRIOR e( / IN CITY OF RALEIGH ~ ~ (j ~ a ~ TO CONSTRUCTION) ~ ~
} ~ to w^' F APPROVED ENCLOSURE ~ ~ ~ ~ ~ ~Qj
~ ~ r~.,..,, M,r . i
ti s 45° BEND s s s f ~ ~ ~ _ ~ ~
~ ° ~1 ~ ; ~ ; ' ~ N4TEo a ~ N w ' ~ 6" DI FIRE LINE ~ ~ y # I f 7HE SEATING CAPACITY FOR THE PHASE 1 ~ ~ 'U
f ~ ~ ~ p ~ I `M° (PRIVATE) ~ ; ~ ~ ~ ~ BUILDING IS 306 SEATS. ~ ~ ~ tq
~~~c~i,~ ~ ~ , . l P
° I FIRE WYDRANT ) ~ / ~ ~ < ~ s" DI FIRE LINE ! ! ! ~ ,i ~ 1 ~ ~ ~ 6 (PRIVATE) ~ ~ j H ~
ASSEMBLY ` ~ LLl~J~
.1. ( ~ tea, ' r~..,ti ~ ~ d t
i . ,ww. ~ S.S. MANHOLE#4 ~ t7
tiff 1, ! TIE TO EXISTING WATER MAIN ~ ~ a ~ ~ WITH 12"x6"TAPPING SLEEVE LU ~
~ t-•--•-- 300 GAL ~ ~ r , ~ ~ ~t ~ ` ~ AN D VALVE ~ C~
~r . 9 4 CO CO GREASE ~ 2" DOMESTIC t ~ +
a < TRAP 45° BENDS METER ~ ~ ; ~ i ~ ` ~h~'°~~ a,; ~ cD
~ 4 i, CO 9"X6"TEE ~ ~ ~ ~ ! i Y,~,„-. NQT~: ~ 1.~' (3) 6" GV ~ t ~ ~ REFER TO SHEET C-9 FDR SANITARY SEWER U
~ ~ . ` t . . ~ F ~ ® 6 SANITARY ® LATERAL @ ' 2" TYPE K ~ f j ' ~ ~ ~ J ~ ~ PROFILE AND INVERT AND RIM ELEVATIOIUS
1 /o MlN. r I . ~ d( ~,.d Z,~alo J. COPPER DOMESTIC 6" DI FIRE LINE f ~ ~ + ~
j,.,,, t ~ . ~ . ~ , G~ ,f~ ~ I ~s . t` ° ~ ~ 8" SANITARY ~ FIF SERVPCE (PRIVATE} f
w-,X"~,, ~ 3 ~ `"~nr, 1„~ r ' r"` ti~ ~ ` LATERAL @ ~ FIRE DEPARTMENT FIRE HYDRANT ~ I ~ ~ ~ ~ ~ CONNECTION ~~ASSEMBLY 1 1 ~ _ '
1 /o MIN. ~ ~ ~ ( ~ I
~ p„- • ~ ~ ~ 6.. DI FIRE L v a ~ ; 4,~, , / 6" DI FIRE LINE r, t € ~ ~ (
(PRIVATE) o~
~w,q", ` `'"4';~ g ~ 'e ~ 20FT PUBLIC + ~ , ~ 't ~ ~ BACKFLOW PREVENTION NOTE: CS„
'w, a . ~ ~ ~ SANiTARYSEWER d~ k.~ ~ ~ ~ -~i~, a : ~w,~ EASEMENT 8"X8"TEE ~ ~ f' ~ ~``s, ~ f ~t w~i~",~FRt~ BACKFLOW PREVENTION DEVICE FOR THE (3) 8" GV ~ ~ ~ , ~ fA~~N1c;~''?` DQMESTIC SERVICE IS TO BE LOCATED INSIDE
' ~ ~ ~ , P ;~0 ~,i:~F.i ; ~r;5~ THE BUILDING. REFER TO ARCHITECTURAL
~,x l ~ S,S, MANHOLE #3 f ) ) r ~ } t?S 41141 r%+ RSA DRAWINGS FOR BACKFLOW LOCATION AND S~ ~ ~ ~ ~ ~ ~ ~ DETAILS.
r 1 ja
`w, ~ y ~ za #t~ PUBLIC SANITARY 1- , ~ ' f ° SEWER EASEMENT ~ ~
" T~•, ~,,w• r ~ ~ ~ , l° x {20FT RADIUS TYP) k 6" DI FIRE L{NE 0° # . ~ ir` ~ + (PRIVATE) i . F I
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~ UTILITY TAKE OFFS ~
45° BEND ;g I"~ ~ ~ ~ ~ ~ i W ~ ~ j ~ ~ WATER DISTRiBUTIDN: ~
ffi~' ~ / : PUBLIC UTILITY EASEMENT ~ . . ^`"T'! h,..c, ~,._r ~ 15FT FROM CENTERLINE r E 6
„I r . . . , ~,'W'4 ~ ~ a~ Of EXISTING WATER MAIN ~ 6" DUCTILE IRON (PRIVATE): 863 Lf FIRE HYDRANT ~
. . . . . . . . . . . . . . ~ ' ~ ~ ..,x i, ~ ~ ! ASSEMBLY J ~ ~ ~ ~ ~ ~ ? 2" COPPER (PRIVATE): 275 iF ~~rgaararrrraaa®®
f a r„~ ~M...rt ~ ! ~"~"~.xma~» SANITARY SEWER: q,®°®®~QO~~ CA~~~~ °A'a~ 0
. r: :p,a« ~ ;w~ ors ,..-.-.-m --o...e.. • ~ e e e . . . . . . • . • . • s . . e • e /
,,.w'r" +aF!~ ,.v ~ _z f A11 r?t`d P~} u~ . . ~ ,Z'f` ~„:+=`c____,_....w_.._..--,~ Rte. ,..A, ~ ` ~ 8" DI 461.11 LF u. _ s ~ 8 >wC (PUBLIC): 4so.os LF ~ SEAL ~ s
. S,S. MANHOLE#2...'0°""'• • ~ ~.ab-~,.~•-„ ~...~w.aeawnµ~_ m~m_~ryJu~ygm ~,.la3d~~ t ~ em + ~S ~ j~• 4 f ~ ®0 ® 9 ~ o ~ 6$p° ® m0,
f 20FTPUBLIC ~ r~,y`. T
. SANITARY SEWER ' ~ EXISTING EASEMENT ,p ,=;I _ 7~ p R.k ~ • Mr,-._~„~. ~V'~( f ~ ~ { °°+r sera
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PUBLIC UTILITY EASEMENT EXISTING ~ ~E FIRE HYDRANT w~,.~.~..~,,.~... 0 15FT FROM•CENTERLINE o ,~a,~,w,..-",.~,-~.-••~.- ~,...~~.~_„„M~.µ,„~, EXISTING ~.~'~,..M.-„.-.,."`..~'~,`'"'~'~"~ ~ ~ 8 9 ~ M~.-,~,,~ a.„ FIRE HYDRAt~ i ~ ~4 ~C%`IY ~ ' ~ 2
OF EXISTING WATER MAIN . , ~ r~R ;.i ,r' BL P
Y•~_ l'•,~.„i~~ f ~ .°t~+1 W ~ ~ ~ VARIA PG 903 ..f'` ~ 9 ~ 1
f . .ark w ._..~..~,_w~.....~ .....___.ww_ _....,.....w....____ ~
r TM ..r' y ~j,{0 (]d" ~ CAN .1,. ~iei`ir, _ ./a e ~ ,~,,,,,,y"^"""""""`.. f ~ w,,,_.,.,..,--° .."?4~ f q ~r ~d.7~ pw„" ~ n ey"g. ,1}~~'. ,1~ ~y~~a ~~~.i~~i w'""`~
^P'cn~~`-°,~~ tP~4%. Ir "J~;-2i;;.2,"s ~ ~j IiY~-. ~
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'.3t ~ i g GENE L UTILITY NOTES. ~
:5 , ~ ~ T,IT °t v,f p~~"~„ ~ ;P~f5;~7~1.d3 ihd't`, REFER TO SHEET C-2 FOR UTILITY AND BACKFLOW PREVENTION NOTES. TER OTESs ~ ~ ~ ~ o ~~a y ~ ~ a s
' § ~ i ~ WATERLINES, 12" AND SMALLER, SHALL BE DUCTILE IRON PIPE MEETING Tt~REQUIREMENTS DF ANSI-AWWA o ~ E ~ ~ ~ ~ ~ C151 PRESSURE CLASS 350. ~ r r ro
~ ~ ~ UTILITY CONTRACTORS SHALL COORDINATE UTILITY SERVICES WITH THE BUILDING MECH HE BUILDING MECHANICAL PLANS. UTILITY CONTRACTORS SHALL BE ~ r ~ ~ a ~ ~ ~ ~ ~ ~ , IILDING CONNECTION POINT, j
P%~~ f=' ~ ~ ~,A~ • °°~'~"R~1 •M,.>•^~~, ~ i', EXIST S,S. MANHOLE RESPONSIBLE FOR INSTALLING SERVICES TO WITHIN 5 FEET OF THE BUILDING CONNECTIL ~ I ( c,. WATER SERVICE PIPE FOR" TO 2" CONNECTIONS SHALL BE TYPE "K" SOFT COPPER WITH NO JOYNTS OR ~ ~ 5 ~ ~
,M TRAFFIC CONTROLS FOR ANY UTILITY WORK WITHIN THE PUBLIC RIGHT•OF•WAY SHALL BE ,~_M.~.,-...~~ ~s _ ~ ~ ga w~ ~~,~.=28~.Es~ ~A~4~ CAROLINA DEPARTMENT OF TRANSPORTATION AND THE MANUAL ON UNIFORM TRAFFIC CC T•OF•WAY SHALL BE IN COMPLIANCE WITH STANDARDS OF THE NORTH ~ ~ ~ ! ( COUPLINGS IN THE RIGHT•OF-WAY. ON THESE WATER SERVICES, THE FITTINGS SHALL BE FLARED COPPER TYPE ~ BRASS FITTINGS OR COMPRE55ION TYPE fITTINGS, i° ~ a NIFORM TRAFFIC CONTROL DEVICES. ~ ~ P ~ ~ ~ ~ ~
^'j~ . w, w* m.. ,v,,,..a.,~.~~y^^.j'e~r "r ..,ma .rv- ^d"c`'n ~.w•~j'".~~, w ..r.--..... 7a .{~+~~i~Rp ~•~:~~`U. ~s~`.5 t ~14F i~~ 1"~~..?
m ~ " • i='''~, ~ TP4~,.. ~ UTILITY CONTACT LIST ALL CONSTRUCTION SHALL CONFORM TO LATEST TOWN OF GARNER AND CITY OF RALEIGH b.T~r-2!b,Z4 d?l++V. ~ ,=4t:?3' ~ G7 ~5!"~l.I) i~ ~ ~ ~9"` JD CITY OF RALEIGH UTILITY STANDARDS. f i ONLY N.S.T. THREADS SHALL BE INSTALLED ON FIRE HYDRANTS ALL WATERLINES 5HALl NAVE A MINIMUM OF " ~ " p ~ 3.5 FEET OF COVER FROM FUTURE GRADES. „ M M ~ ~ ~
r, ~ ~ ~ r~'r* a P n ~ s.. „w. i ~ std a~)=,.r~ 4,.I. ~8 Cu` 1, , a ^ TELEPHONE BURDING DEPARTMENT CITY OF RALEIGH WATER AND SEWER PERMITS ARE REQUIRED. THE TOWN OF GARNER ENi IWN OF GARNER ENGINEERING DEPARTMENT SMALL REVIEW AND APPROVE THE ~i ~ a
I~V"'~'1=~~'~' k'r'S~~'E;~Ft~ar`~'I Tab' fT7~,50 t•F i~e ~I7) ( BELLSOUTH WAKE COUNTY INSPECTIONS AND PERMITS DEPT. CONSTRUCTION DRAWINGS PRIOR TO SUBMITTING THEM TO THE CITY OF RALEIGH FOR AI OF RALEIGH FOR APPROVAL, ! MINIMUM 24"SEPARATION BETWEEN STORM SEWER AND WATER LINfS• € 1
tA~'~i'=°26'1,4,~'S~9d CJ~Ti ~Id4U, - CUSTOMER SERVI~ 336 FAYETTEVILLE STREET E. t a nr '~'r;~j-~~d _ wrw 1-888-757.6500 FIR>S'T fL00R LOCATIONS OF EXISTING SHOWN UTILITIES ARE APPROXIMATE, CONTRACTOR SHALL BE RI ~2, fN IACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION, ~i
RALEIGH, NC 27601 ORIENTATION, AND ELEVATION OF EXISTING UTILITIES PRIOR TO EXCAVATION FOR ALL U ~VATIDNFORAUUTILITIES. ' ' SANITARY SEINER NOTES:
ELECTRIC 919-856-6060 PROGRESS ENERGY THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDI PVG GRAVITY SANITARY SEWER PIPE AND RElATEO FITTINGS SHALT. BE MANUFACTURED IN ACCORDANCE WITH )ANY FIELD CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION ALL THE REQUIREMENTS OF ASTM D•3034.98 SDR 35 TYPE PSM POLYVINYL CHLORIDE SEWER PIPE AND Z
GrR 17.IC SCALE CUSTOMER SERVICE [phone] WATER DISTRIBUTION PROVIDED IN THE CONTRACT DOCUMENTS, ( CITY OF RALEIGH FITTINGS. ~ ~ ~
ATED FROM EXISTING PIPING UNTIL ALL NEW PIPING HAS BEEN TESTED, AND ~ ~ ~ o L7
54 Zef o0 9op top SANITARY SEWER PUBLIC UTILITIES DEPARTMENT CONTRACTOR SHALL PROVIDE A MEANS TO kEEP ALL NEW PIPING ISOLATED FROM EXI5TIt' p CITY OF RALEIGH ONE EXCHANGE PLAZA ACCEPTED FOR SERVICE. DUCTILE IRON PIPE AND FITTINGS USED FOR SANITARY SEWERS SHALL BE MANUFACTURED IN ACCORDANCE o WITH AWWA STANDARDS C-150 AND C-110 RESPECTIVELY. THE MINIMUM PRESSURE CLASS PIPE SHALL BE N
PUBLIC UTILITIES DEPARTMENT SUITE 620 ~f `i _ ONE EXCHANGE PLAZA RALEIGH, NC 27602 EXISTING UTILITIES SHALL BE PROTECTED DURING ALL CONSTRUCTION. CLASS 25a.
SUITE 620 [phone] a d ~ SPACE GLEAN OUTS AT 75 FEET MAXIMUM. LOCATE CLEAN OUTS AT ALL VERTICAL AND HORIZONTAL CHANGES ~ .a s
~ ~ RALEIGH, NC 27642 ALL WATER AND SANITARY SEWER SERVICE LINfS TO BE INSTALLED PER NORTH CAROLINA :R NORTH CAROLINA PLUMBING CODE AND CONSTRUCTION SPECIFICATIONS. ~ ~ ~ ~ OF DIRECTION. MINIMUM SLOPE: 8 PVC SEWER: SERVICE =1.00 4 SANITARYSERVICE = 2.Oah MIN. ~ ~ ~ ~ N
1 iaC31 = 50 f$. [phone] THE CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES AND RELOCATE AS AND RELOCATE AS NECESSARY If NEW GRADING SHOWN CAUSES UTILITY DEPTHS ~
nci n~er nnmrrnni ~M rn~rco o~ni ~raenacnrrc natn~tnai Ina rnrleo Gnn ~nratGU aNn cFUIpR I TNFS u aNn cFUS~Q ~ rtiFS ~Har t aF ~ r:FFr SANITARY SEWER CLEAN-OUTS LOCATED IN PAVEMENT AREAS SHALL BEHEAVY-DUTY TRAFFIC BEARING ~ ~ ~ ~ a t~,A
CURVE TABLE IvAI UKAL 67HJ , " . CASTINGS, SIGNATURE w
CURVE RADIUS ARC DELTA CHORD CHORD BEARING PUBLIC SERVICE GAS COMPANY E BUILDING MECHANICAL ROOM. REFER TO ARCHITECTURAL DRAWINGS FOR
77' 0040,03"W CUSTOMER SERVICE DOMESTIC BACKFLOW PREVENTION DEVICE TO BE LOCATED INSIDE THE BUILDING MECHAI C2 994,93 539.35 31003'36" 532, S$ a 1-877-776-2427 LOCATION AND CONSTRUCTION DETAILS. C3 924,93' 113,20' 7000'44" 113.13' N77030'43"E ~A 1.
C4 924,93' 145.09' 8054'16" 144,94' N85030'43"E ~ u
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CITY OF RALEIGH PUBLIC UTILITIES CY

NOTES: r`
1. CONTRACTION JOINTS SHALL BE SPACED AT SO-FOOT INiERVA1S. JOINT SPACJNG ~ MAY Bf ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACK[NG. BACKFILL TO TOP OF CURB
PAVE E T EN L OTESb 2. CONTRACTION JOINTS MAY 8E INSTALLED BY THE USE OFTEMPLATE5 OR FORMED I2" 6° N
1. PAVEMENT SECTION MUST MEET THE CRITERIA GIVEN IN THE SI1'f GEOTECHNICAL REPORT. ALL PAVEMENT MATERIALS SHALL BE IN BY OTHER APPROVED METHODS, VdHERE SUCH JOINTS ARE NOT FORMED BY ASPHALT ~
ACCORDANCE WITH THE STANDARD AND SPECiFICATIQNS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHAU. BE OBTAINED: JOINT SEALER 1/$" RADIUS {TYPdCAL) PARKING L07 ~
2, THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO PLACEMENT 3. ALL EXPANSION ]DINTS SHALL BE SPACED AT 90 FOOT INTERVALS, Aid ADIACEM , ~ i j, ~ ~ TO ALL RIGID OBJECTS, JOINTS SHALL MATCH LOCATIONS WITH JOINT5IN SURFACE OF GUTTER 1i$" ~ r Y . t ` ~ 'T H ~ U ~
OF BASE MATERIAL, WHERE EXISTING SUBGRADf MATERIALS ARE UNSUITABLE, THEY SHALL BE REMOVED AND i2,~y,~ 1z,•6„ REPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS, ABUTTING SIDEWALK, ;
i, ' 4, CONCRETE COMPRESSIVE STRENGTH SHALL BE 3608 P,S,I. llV 28 DAYS, q ' ` s s ~ '1 ~ ~ ~ r TI~n
3, HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BY THE GEOTECHNICAL REPORT) SHALL BE STEEL REINFORCED. 3'-0" 1'-6" 11'•0° 11'-0" 9'-6" 3'-0" (MIN) (M1N) ~ 5, CURB SHALL BE DEPRESSED AT PNTERSECTIONS TO PROVIDE FtAt FUTURE , , t t t , ~ as ' ~ ~ ; rEi ~ U7
4, ALL CONCRETE PAVEMENT ]OON1S SHALL BE SEALED WITH AN APPROVED SEALANT, STEEL REINFORCING SHALL BE USED AT IOiNTS, ACCESSIBLE RAMPS. ~s r{ r~ ~ ~ 1, i,r ~ ~ ' ~ ~ e a... ~ ~ ~ JOINT FILLER ,
REFER TO ACI 330R (GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS) FOR.70INT DESIGN AND LAYOUT. 2V C'bp 1/4" FT SLOPE 1i4" JFT SLDPE 1J4"1FT ij4" FT 6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE CDMPACTEOTD ~ ~ ~ ~ ~
100 PROCTOR DENSITY, TRANSVERSE EXPANSi~9 JOINT CURBIGL~ iTER ~ " ~ ~ ~ ~'~,y k ~
rt9~!
1'-6" CURB AND REFER TO PAVEMENT 1'-6° CURB AND ~ C NCR CUR AND GUTTER DET ~"4
GMT DETAIL5FDRTYPICALSECTION GUTTER C-10 NOT To scALE
1.S" ASPHALT WEARING COURSE PICAL ®A SECTION z
3 ®
Nor ro scALE C-1 is'-o° ~ ~
BOLLARD ~ A ~ ~ ~
w a
` r "r ~ s~ . M :,1 ~ L, ~ 2 ASPHALT BASE COURSE
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y~~y»~• 1r..~r~ ~ .J.+ .ab' Y~: ~7'("" yla ~ ~.id:.~ ~ ~3 . (~q,n i 2'•a" .
> . ' 6 COMPACTED AGGREGATE BASE
i _ _ , ~ ~ ~ ~ ~
' ~ , COMPACTED SUB GRADE i r ~ ~ r , ,i y; _ , ~ o. ~ . ~ - i
D P DUMPSTER SCREEN WALL ~ °-9
r;;% i - „ ~ ~ ~ ~ 7 2'-0"R T U ASPHALT DETAIL ~ , , ~ ~ z'-6R fV
M 1`-~°-` 1..6.. LLI
4'-9° k~i ~ ,1,,y.. T .
~ SCALE: NOT TO SCAIf TyP, ~ ~ ~ Typ. ~ LEFT TURN RIGHT TURN ~ ~
~1.D~..
TYP' NOTE: ALL TRAFFIC FLOW ARROWS - 1.5" ASPHALT WEARING COURSE TO BE REFLECTIVE YELLOW - 6" DIA. STL. CONC• FILLED
PAINT PER SPECS, . - GATE POST'
B 8
~f~ ~ ~k' ~ 'G,` ~ ~ ~ ^ - 4 T FFIC FLOC R S 'gym' ~ r~'r~+r$" {~'y~ ~r,~~ a,,~~~ 2 ASPHALT BASE COURSE
~ ~':'~k~., ~1~i~..~ ° "'s~ a yam', ~.~~N C' NOT TO SCALE DOUBLE GATES
~ ~ Wy`Y~'~ xr U'4''",~ ~ 1{g mQ snCN. ' r 2~ y„^~" ' qq~~,, .l ~ 8 S~ ~,m„C- M~'"yr ~~yr ~ . P
d ~,~^^w~` ~°r~' e;~ . ~ , 8" COMPACTED AGGREGATE BASE ~:S- .mkt • D, ~ ors, tti:e• 2b ~~``p=~p+ d y.,y
~ i l ~ ~ 1• ~ y . t sops L 4;~.v., ~ 5S'~ ~ ~r'. ay$~•h, r "l wAw ~:~~~i ;9<~.~ ~a k"'((~.~ ~'Swn:~~ d ~`l'N.a~~mu s~ r p ' ~ ~ ~ ~ - ~ ° ~ CONCRETE PAD (HEAVY DUTY ~ ~
. ' ~ CONCRETE) (fj W
V 1 ~ ~ ~ s ~ COMPACTED SUB GRADE
EDGE OF PAVEMENT OF FACE DF CURB n
0 1`•6" STDPBAR DOUBLE DUMPSTER LAYOUT DETAIL
_ P DETAIL A U ~a
4~-
SCALE: NOT TO SCALE B'•5"
ARE-CASs NOTEt BRICK TO ~
REINFORCING AS RECOMMENDED MATCH BUILDING
` BY GEOTECHNiCAI CONSULTANT ~<i ; i a ' t-„ ~ ~ ~
(RE: NOTE 3 ABOVE) ~ #1 v L i t ~ ~ ~
I 1 ~ Q i I ~9 ~ 1 LL. ' BRICK WITH ~ r ~ ~ ~ BACK ~ ~ ~
~ I' Vogl _ ~ I del ' ~ r :I F::..4 ~
"qsyy ~z :y ~'a^~~~~,°('~~''t,}] ~ ~'~"Y~'z'• ~~~'~)r~ ~ ~~y~." 00 P5I REINFORCED CONCRETE ~ ~ i ' ~ • ~
k °Y' f M ~ ,~'~.1'r Y~}.Rw W y.W~.~ y.~.~.A B 61t ~I O ~
L6d + ' i..u ~Fn b k .~.`..V^~~' ~ . R4 y 1' ` , '"fd„f~ ~ 1 r f• 'Os~F d : "a L. ri:3 ~ ~ #5'S AT 32" ~
srn,:,+, , ~ - ~ .1 = ~'~;'~Mw y ~ 6 COMPACTED AGGREGATE BASE 10° • „ 5 ON CENTER ~ ~
w : VERTICALLY. ~ ~
COMPACTED SUB GRADE . , - : SEE PLAN ~ : ,
~.d ~ , ` ~ ~ 44~4~d9lgp ` ELEVATION REFER e"~9~3 ~y T>a rs
CONCRETE DETAIL HEAVY DUTY NOTE: CONCRETE SLAB TO GRADING PLAN s®® ~~~3 ~~~'"r '';v
1, WORDS AND ARROWS FOR DRIVEWAYS SHAH ` TO SCALE BE APPLIED ACCORDING TO REQUIREMEMS NOTE: b e0 ~ e,.
SCALE, NO7 AS OUTLINED IN SECTION 36 DF THE FOOTING TO w ~ ~ ~ e
7P A MANUaL oN UNIFORM TRAFFIC cONTR01. DEVICES FOR STREETS AND HIGHWAYS i PAVEMENT T I MRTCH BUILDING ~ ~ ~ ~ ~ ~
1 2. THESE WDRDS AND BAR ARE TO BE NOT TO SCALE C' ~ PAINTED REFLECTIVE WHITE, SEE STRUCTURAL DWGS. (TYP. FTG•) ~ ~e~Q p~ ~ a ;
-10 NOT TO SCALE
8 Rs . bp~~ BB 99fl
~:~:~"h~ ; N -~-1" 1~~ STEEL HINGE
, 21/4" 21/4" (TYP} 21/4" ~ t 'e STEEL HINGE. ~ ~ m ~
x~ Y, ~ . ~I ~ ~
A 2x4 TREATED WD. DOOR ~ ~ ro ~ • ~
1 CC; ';~r. ~,~AE'i. ,D FRAMING J BRACING AS L E ~ L ~
5 2x4 CROSS BRACE (TYP) SHOWN ~ ~ ~ ~ ~
1.1 REFLECTIVE ALUMINIUM 6" DIA. 5TL, CONC. FILLED ~ ~ 1° ~ GATE POST ~ ~ ~ ~ ® ~
~ o~o~£c
i- ud w- g l~ L P L V L 9
O. ~ fl. fl. ~ c a
pN GATE HINGES ANCHORED a ~ o ~ TO POST AND FASTENED vii uD v_, v, R6
0 w ALVANIZED"U"CHANNEL POST TO DOOR BRACE, v ~ ~ L ~ cU ~ ~ 6
00 ma ~~~eY a~~ ~ ~ ~ ~g~
O N AINT CONCRETE BLACK 4 3 AFTER CURING
~ AT ASPHALT LOCATIONS J 3" 1/2" STEEL 3" 1 J2" STEEL ° ° ~ ~ ~ HANDLE HANDLE ~ DROP BARS ~ ~ ~ DROP BARS
1°DIA, PVC 1" DIA. PVC ~ ~
066 PSI SLEEVES 6" LONG SLEEVES 6" LONG CONC.• STL. ~ N ~ fl ~ ~
CONCRETE SEAf1WT 6" DIA• STL• CONC. FILLED GATE ~ '9 FILLED GATEPOST POST ~ e
r ~ nr~ a ,..5.. a.x„ a~fi ' .~1~ AC'7 dal„h. c ' ~:,r f".!^~ ~ f ~ ..4~ SEALANT byyi/~. / .r~:f ,.[.i~ >.:,-l; SECIZ4N B-B -DOUBLE GATE L 2" X 2" x 1/4" FRAME
a iJ40FSLABTHICKNE55 .;~~'~'.''nyey.a..H{« iS:~;~"^i?`.::".;~ej~^~a~;,~;st+'; RIGID ~i^°F, s.r P,~i~X7r r ~s Sx~~ ff .5~ r ?n, 4 ~ N' d'n',~0 a. ' ~ STRUCTURE ~.r~:.,~r..~. ~.~a.~4 f 'N„ AND CROSS BRACE
~ (MIN 1") ~ 4,'!'^, p,.,a.,+a~~"' r',, ;a?.,C~ yX,; n;A 1 iV !v . T . A ni °r M er. ~ ~ p
~ yts ~~1 ~ fir. ' n i , ~ ~1 o ^d ~ W Way ,a
it t V 'd ~ ~ o ~ 4 ~ ri'9
5AW JOINTS AT 8'•6" T010'-0" O,G, 5AW ]O1NT • SEALAM • a ~
SAW JOINTS SAME DAY A5 POUR iJZ" PREMOIDED JOINT FILLER e; ^ w` ; ~ , 1x6" REATED WOOD FENCING ev
PLAN VIEW , ~ "i , . D L PATE ~ ~
CONCRETE PAVEMENT s ~n+y';•."'~.:'' r: • : o'", I PROVIDE ISOLATION JOINT WHERE CONCRETE GATE HINGE ~ c ~ -1 NOT TO SCALE ~ ~i
. ?,il:'t w4 f~~l,'n~i a.. M erg. M: .1. . ~ »:r'.;.+' ; a ~ • '.i ' + PAVEMENT ABUTS A RIGID STRUCTURE , 9 ~•r i s, P.„ GATEPOST DETAIL ~IaU~~
° TAIL
" IS~ATION.HJINT ST®1° S.!°," ° ®E °i l°(1(~CRFT~ T~ITNT~ 16" LONG 3/4 DIA
e... ~ ~ ® _ DEFORMED BAR @ 24" O C. NOT TO SCALE SIGNATURE .a a ll.-L- a
NOT TO SCALE C- 16 C-10 PRELIMINARY
CONSTRUCTION JOINT OR DOWEL JOINT DO NOT USE FOR CONSTRUCTION 10
FOR PERMMr TlNG ONLY
CITY OF RALEIGH PUBLIC UTILITIES

NOTE.
WHEN FRONT EDGE OF WALK IS POURED ADJACENT
TO CURB OR BACK OF WALK IS POURED ADJACENT TO
A BUILDING OR EXISTING CONCRETE, A 1/2"
EXPANSION JOINT SHALL BE PLACED BETWEEN NEW
WALK AND EXISTING STRUCTURES; WHERE A
DRIVEWAY CROSSES A WALK, THE SIDEWALK SHALL
HAVE A DEPTH OF 6" WITH 1/2" EXPANSION JOINT
EACH SIDE OF WALK,
1 5'
d.
1/4" TO III SLOPE TOWARD CURB
CROSS-SECTION
CONCRETE SIDEWALK
C_ 11 ) NOT TO SCALE
24",,
VARIES_
5'
061 MAY
F 4' -1
4' -1-
4' j
2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING
51
GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND
BACK OF WALK
BORDER.
BELOW THE HANDICAPPED SIGN AS
3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING
�-EXP. JOINT
1/2"
GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND
J.-oll
BORDER.
MAY EXTEND OUTSIDE THE RETURN,
4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING
7.8'
GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND
6" DIAMETER BOLLARD
BORDER, CONTRACTOR SHALL VERIFY FINE AMOUNT AND ORDINANCE
0.0,
NUMBER.
COLORED TOOLED/SERRATED
SLIP RESISTANT SURFACING
REFS 4
TO SITE PLAN,
7,8'
24",,
VARIES_
5'
061 MAY
CONCRETE SIDEWALK
TYPICAL PLAN
C: OF STREET
1/8" OPEN DIVISION
JOINTS OR DUMMY
JOINTS TOOLED
1/2" EXP. 10, 2" DEEP
JOINT 1/2" EXP, JOINT
LOCATION OF JOINTS
ACCESSIBLE PARKING SIGNAGE NOTES:
1 4' �1
4' -L
41
2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING
51
GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND
BACK OF WALK
BORDER.
BELOW THE HANDICAPPED SIGN AS
3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING
EXP, 30110""'
1/2"
CONCRETE SIDEWALK
TYPICAL PLAN
C: OF STREET
1/8" OPEN DIVISION
JOINTS OR DUMMY
JOINTS TOOLED
1/2" EXP. 10, 2" DEEP
JOINT 1/2" EXP, JOINT
LOCATION OF JOINTS
ACCESSIBLE PARKING SIGNAGE NOTES:
li-O"
TRANSITION
M. CROP
1. ALL LETTERS ARE TO BE PER THE LATEST EDITION OF THE MUTCD.
ACCESSIBLE STRIPING PLAN
2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING
51
GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND
BACK OF WALK
BORDER.
BELOW THE HANDICAPPED SIGN AS
3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING
FACE OF CURB
�F��NWEINi7
GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND
J.-oll
BORDER.
MAY EXTEND OUTSIDE THE RETURN,
4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING
7.8'
GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND
6" DIAMETER BOLLARD
BORDER, CONTRACTOR SHALL VERIFY FINE AMOUNT AND ORDINANCE
0.0,
NUMBER.
COLORED TOOLED/SERRATED
SLIP RESISTANT SURFACING
io
5. ONE (1) SIGN REQUIRED FOR EACH ACCESSIBLE PARKING SPACE.
7,8'
AND/OR TACTILE WARNING
DEVICE AS REQUIRED BY
7
FAKKINfl, BY
6. INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION
DISABLED
24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
PERNIT
(MUTCD)
ONLY
7. SIGN MAY BE MOUNTED ON BUILDING/WALL, AT PROPER HEIGHT, IF
LIP TO $250 FINE
r I
ALIGNED WITHIN 12" OF CENTER OF PARKING SPACE.
F.S.316,1955
SITE ACCESSIBILITY DETAIL NOTES:
1. REFER TO SITE PLAN FOR EXACT LOCATION OF HANDICAP
PARKING, WALKWAYS AND RAMPS.
2. ALL WALKWAYS, RAMPS, AND HANDICAP PARKING SIGNAGE,
ETC. SHALL MEET APPROVED AMERICANS WITH DISABILITIES
ACT (ADA) STANDARDS AND LOCAL ACCESSIBILITY CODE.
3, ONE OUT OF EVERY EIGHT (8) ACCESSIBLE PARKING SPACES,
BUT NOT LESS THAN ONE, IS REQUIRED TO BE VAN
ACCESSIBLE.
4. ALL CONCRETE ACCESSIBLE RAMPS (3000 PSI) SURFACES
SHALL HAVE COLORED TOOLED/SERRATED SLIP RESISTAND
SURFACING AND/OR TACTILE WARNING DEVICE PER ADA
STANDARDS AND LOCAL ACCESSABILITY CODE.
5. ALL CONCRETE ACCESSIBLE RAMPS SHALL BE COLOR
IMPREGNATED TO PROVIDE VISUAL CONTRAST (DARK TO
LIGHT) WITH ADJOINING CONCRETE SURFACES (MINIMUM
70% COLOR CONTRAST).
6. THE MATERIAL USED TO PROVIDE COLOR CONTRAST IN
CONCRETE ACCESSIBILE RAMPS SHALL BE AN INTEGRAL
(PERMANENT) PART OF THE CONCRETE AND SHALL NOT BE
PAINTED ON OR CAPABLE OF FADING OR WEARING OFF,
7. FINISHED GRADES OF PAVEMENT IN HC PARKING AND
ACESSIBILrrY AISLE SHALL NOT EXCEED 1:50 SLOPE IN ANY
DIRECTION.
HANDICAP SIGN
CURB &
GUTTER
WALK
------ - --11
-
STANDARD 57ATE APPROVED
HANDICAPPED SIGNAGE INSTALLED
ON A METAL COLUMN AT THE
PROPER HEIGHT REQUIRED,
um WSW � I a ma a ipxv m 12A A �
NOT TO SCALE
IDICAP
OR 5'
CONCRETE WASH DOME - PROVIDE SMOOTH, ROUND
SURFACE
4" PIPE - CONCRETE FILLED, REFER TO PLANS FOR
SIZE AND LOCATION, PAINT OSHA SAFETY YELLOW,
SLOPE SURFACE AWAY FROM PIPE TO 1/2" PRE -MOLDED
EXPANSION JOINT (TYP.
ASHPHALT (OR) CONC, PAVING
... ..... .
STEEL PIPE EMBEDDED IN CONCRETE FOOTING.
3 TYPICAL BOLLARD DETAIL
NOT TO SCALE
4'
PLAN VIEW
DIAGONAL RAMP
MAXIMUM 25' RADII
(60" MINIMUM FLOOR WIDTH)
[NOT PERMISSIBLE FOR
NEW CONSTRUCTION]
EXPANSION JOINTS
2'-0"
W
SIDEWALK (5' STD.)
6" A B
UTILITY STRIP
3"R 2'DETEf,7ABLE, - 0.01 (MIN.)
WARNING DOME d U.
02 (MIN 0.08( 0.04 (MAX.)
0.
nr 02 (NOP.M.)
AIN)
E----- ---- 1 2:1 MAX, RAMP
ELEVATION
SIDEWALKCURBIN
li-O"
TRANSITION
M. CROP
3'-4" 11-0"
_CCFR_B_
TRANSITION
�
CU 8
ACCESSIBLE STRIPING PLAN
PROVIDE ADDITIONAL SIGNAGE
51
0,01
BACK OF WALK
;TABLE SLOPES NOT
BELOW THE HANDICAPPED SIGN AS
EXCEED 12:1 (8,33%)
FACE OF CURB
�F��NWEINi7
6.8'
NOTE: A PORTION OF ONE OR. BOTH RA11417S
REQUIRED PER REGULATIONS.
MAY EXTEND OUTSIDE THE RETURN,
Off
7.8'
7.3'
6" DIAMETER BOLLARD
81
0.0,
8.8,-7,3---6.5l**
COLORED TOOLED/SERRATED
SLIP RESISTANT SURFACING
5'
2.0'
7,8'
AND/OR TACTILE WARNING
DEVICE AS REQUIRED BY
7
BOLT SIGNS TO GALVANIZED METAL
o
AMERICAN WITH DISABILITIES
83
MIN.
PIPE COLUMN.
F,
!?
AND CODE REQUIREMENTS
ELEVATION
4.4'
51
3.5,
EXISTING WALK 1/4" PER FOOT
8.4
CONCRETE BOLLARD
5'
ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1
9.81
8.61
PAINTED YELLOW
5'
43
1/4" PER FOOT
18.7-
CONCRETE SURROUND
U=
10.81
pm§ij-
AROUND PIPE COLUMN.
um WSW � I a ma a ipxv m 12A A �
NOT TO SCALE
IDICAP
OR 5'
CONCRETE WASH DOME - PROVIDE SMOOTH, ROUND
SURFACE
4" PIPE - CONCRETE FILLED, REFER TO PLANS FOR
SIZE AND LOCATION, PAINT OSHA SAFETY YELLOW,
SLOPE SURFACE AWAY FROM PIPE TO 1/2" PRE -MOLDED
EXPANSION JOINT (TYP.
ASHPHALT (OR) CONC, PAVING
... ..... .
STEEL PIPE EMBEDDED IN CONCRETE FOOTING.
3 TYPICAL BOLLARD DETAIL
NOT TO SCALE
4'
PLAN VIEW
DIAGONAL RAMP
MAXIMUM 25' RADII
(60" MINIMUM FLOOR WIDTH)
[NOT PERMISSIBLE FOR
NEW CONSTRUCTION]
EXPANSION JOINTS
2'-0"
W
SIDEWALK (5' STD.)
6" A B
UTILITY STRIP
3"R 2'DETEf,7ABLE, - 0.01 (MIN.)
WARNING DOME d U.
02 (MIN 0.08( 0.04 (MAX.)
0.
nr 02 (NOP.M.)
AIN)
E----- ---- 1 2:1 MAX, RAMP
ELEVATION
SIDEWALKCURBIN
li-O"
TRANSITION
M. CROP
3'-4" 11-0"
_CCFR_B_
TRANSITION
�
CU 8
ACCESSIBLE STRIPING PLAN
B
51
0,01
BACK OF WALK
;TABLE SLOPES NOT
5.01*
EXCEED 12:1 (8,33%)
FACE OF CURB
�F��NWEINi7
6.8'
NOTE: A PORTION OF ONE OR. BOTH RA11417S
6,0'**
MAY EXTEND OUTSIDE THE RETURN,
Off
7.8'
7.3'
6.5'
81
0.0,
8.8,-7,3---6.5l**
COLORED TOOLED/SERRATED
SLIP RESISTANT SURFACING
5'
2.0'
7,8'
AND/OR TACTILE WARNING
DEVICE AS REQUIRED BY
7
5,01
5'
AMERICAN WITH DISABILITIES
83
MIN.
ACT ACCESSIBILITY GUIDELINES
5'
3.0'
AND CODE REQUIREMENTS
um WSW � I a ma a ipxv m 12A A �
NOT TO SCALE
IDICAP
OR 5'
CONCRETE WASH DOME - PROVIDE SMOOTH, ROUND
SURFACE
4" PIPE - CONCRETE FILLED, REFER TO PLANS FOR
SIZE AND LOCATION, PAINT OSHA SAFETY YELLOW,
SLOPE SURFACE AWAY FROM PIPE TO 1/2" PRE -MOLDED
EXPANSION JOINT (TYP.
ASHPHALT (OR) CONC, PAVING
... ..... .
STEEL PIPE EMBEDDED IN CONCRETE FOOTING.
3 TYPICAL BOLLARD DETAIL
NOT TO SCALE
4'
PLAN VIEW
DIAGONAL RAMP
MAXIMUM 25' RADII
(60" MINIMUM FLOOR WIDTH)
[NOT PERMISSIBLE FOR
NEW CONSTRUCTION]
EXPANSION JOINTS
2'-0"
W
SIDEWALK (5' STD.)
6" A B
UTILITY STRIP
3"R 2'DETEf,7ABLE, - 0.01 (MIN.)
WARNING DOME d U.
02 (MIN 0.08( 0.04 (MAX.)
0.
nr 02 (NOP.M.)
AIN)
E----- ---- 1 2:1 MAX, RAMP
ELEVATION
SIDEWALKCURBIN
li-O"
TRANSITION
M. CROP
3'-4" 11-0"
_CCFR_B_
TRANSITION
�
CU 8
ACCESSIBLE STRIPING PLAN
B
51
0,01
BACK OF WALK
;TABLE SLOPES NOT
5.01*
EXCEED 12:1 (8,33%)
FACE OF CURB
�F��NWEINi7
6.8'
NOTE: A PORTION OF ONE OR. BOTH RA11417S
6,0'**
MAY EXTEND OUTSIDE THE RETURN,
Off
7.8'
7.3'
6.5'
81
0.0,
8.8,-7,3---6.5l**
5'
2.0'
7,8'
7.6,
5,01
5'
22,5'
83
8.1'
.81
5'
3.0'
8.8,
ELEVATION
4.4'
51
3.5,
EXISTING WALK 1/4" PER FOOT
8.4
4.1'
5'
ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1
9.81
8.61
3.8,
5'
43
1/4" PER FOOT
18.7-
1 3.4-
U=
10.81
pm§ij-
:,,iv - I
.atA
4'4' OR 5'-0" WALK
4'4'
CURB GUTTER
um WSW � I a ma a ipxv m 12A A �
NOT TO SCALE
IDICAP
OR 5'
CONCRETE WASH DOME - PROVIDE SMOOTH, ROUND
SURFACE
4" PIPE - CONCRETE FILLED, REFER TO PLANS FOR
SIZE AND LOCATION, PAINT OSHA SAFETY YELLOW,
SLOPE SURFACE AWAY FROM PIPE TO 1/2" PRE -MOLDED
EXPANSION JOINT (TYP.
ASHPHALT (OR) CONC, PAVING
... ..... .
STEEL PIPE EMBEDDED IN CONCRETE FOOTING.
3 TYPICAL BOLLARD DETAIL
NOT TO SCALE
4'
PLAN VIEW
DIAGONAL RAMP
MAXIMUM 25' RADII
(60" MINIMUM FLOOR WIDTH)
[NOT PERMISSIBLE FOR
NEW CONSTRUCTION]
EXPANSION JOINTS
2'-0"
W
SIDEWALK (5' STD.)
6" A B
UTILITY STRIP
3"R 2'DETEf,7ABLE, - 0.01 (MIN.)
WARNING DOME d U.
02 (MIN 0.08( 0.04 (MAX.)
0.
nr 02 (NOP.M.)
AIN)
E----- ---- 1 2:1 MAX, RAMP
ELEVATION
SIDEWALKCURBIN
li-O"
TRANSITION
M. CROP
3'-4" 11-0"
_CCFR_B_
TRANSITION
�
CU 8
'TOP OF CURB
B
51
0,01
GUTTER
;TABLE SLOPES NOT
5.01*
EXCEED 12:1 (8,33%)
0.01
6.8'
NOTE: A PORTION OF ONE OR. BOTH RA11417S
6,0'**
MAY EXTEND OUTSIDE THE RETURN,
EXPANSION JOINT
EXPANSION THIS PORTION OF RAMP MUST FALL WITHIN
JOINT(TYP,) LIMITS
W
A
W+A+9"
x
B
51
0,01
5.81
5.8,
5.01*
61
0.01
6.8'
6.8'
6,0'**
7'
Off
7.8'
7.3'
6.5'
81
0.0,
8.8,-7,3---6.5l**
5'
2.0'
7,8'
7.6,
5,01
5'
22,5'
83
8.1'
.81
5'
3.0'
8.8,
8.3'
4.4'
51
3.5,
93
8.4
4.1'
5'
4.0'
9.81
8.61
3.8,
5'
43
10.3'
18.7-
1 3.4-
10.81
pm§ij-
:,,iv - I
EXPANSION JOINTS
SIDEWALK
-EXPANSICINJOINT
FLAIN VIM
DUAL RAMPS
ANY RADII
(40" MINIMUM FLOOR WTD R P,
RAMP WIDTH AREA
@) CJ 00 co) 0.45"R
ioi @`
0.02"R
B == X -(A+9")
B == DISTANCE FROM FRONT EDGE OF(o @ 00
SIDEWALK TO BACK POINT OF - 00 i9)1'D
�j
12:1 (8.33%) SLOPE.
BACK OF SIDEWALK DROP REQUIREDP.4" 2.35"
FOR ALL SIDEWALK SLOPES, '"977-io
�I
BACK OF SIDEWALK DROP REQUIRED
FOR SIDEWALK SLOPE r 0.04. 5 ACCESSIBLE RAMPS T PRECAST
NOT TO SCALE ALTERNATE MATERIAL MAY BE SUBSTITUTED, PROVIDED THE DETECTABLE CLASS "B"
c"" 11 PRODUCT IS ON THE TOWN'S APPROVED MANUFACTURER LIST AND WARNING DOMES CONCRETE
THE MANUFACTURERS PRODUCT AND INSTALLATION
SPECIFICATIONS ARE FOLLOWED.
NOTES:
1 ) RESIDENTIA1. DRIVKWAY To 2E MAXIMUM 12' M
WIDTHUhtLI 5S WF1,IT`hLN 'VAPIANCE IS
'VANTr_G 4Y TOWN ENGNFEER
2) COMMERCIAL. AND INDUSIRIAL rIRJVEWKfS TO PRUPiDS17D DRIIIEWAY
BE A MAXIIAIJIA Or 30' IN WIDTH PROPOSED SIJ�EWALK If APPLIr-ABLED
5) IF DISTAKCIET BEIWEEN DMEWAY CUT &
CONCRETE
EXISTMC, CURB j.i-)IwT is LESS THAN 5' DRIVEWAY
RCMOVE CURB TV EXISTING JOINT & RFPLAi (3000 p'5-1.) 6" MIN T miN
WITH MONCLITHIG POUR, IF DMI'ANCE IS
THE EYIST!,NG GUTTER
aR5A,TrR THAN 5',
SHALL, BE SAWCUT.
PROPOSED 0111VEWIky EMSTING 'GLITTER COMPACTED
6Z<pILL 1/2" EXP,4.NS1014 JOINT
TYPI TION
r51DEWAtX
(FF APPLICABLE)
4
EXPANSION JC INT
RAD.
coI'IcF,,ET DRIVEWAY
unOD sl)
CXISTING CURS GLITTER JOINT
0
11
TER
F w CURB AND M
Xis,ru
ro BE SAW CUT
f
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..... .......
SIGNATURE PRELIMINARY
DO NOT USE FOR CONSTRUCTION
FOR PERMITTING ONLY
��Y PUBLIC UTILITIES
N
Z
0
ClJ
uj
ILL Ln
r,4 re)
0
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r~
r+
12° 12° z2°
UNDISTURBED . EARTH I~ ~rt:r.T~'k?:-:c:ii:-:-.. OR COMPACTED UNDISTURBED ~ MIN MIN ~ ~ EARTH ~ 18" 1B° Z w N
' LL ORLCQMPACTED a Q MANX MAX
~ - r.w, m r.w. r.w. m N J
a ~ uNDlsruReED ~ EARTH ~ I . , f `l
a- „ dom..::: r " , . O.D. ' _ d OR COMPACTED ` ~ ~ ~ ~ O.D. O,D.
.r , , 2 ~ ;ems + 'i . t ~ j LL m ~ PIPE j'' ~ ~ ~ ~ m ~ r ¢ ' SPRING ~ ~ ~ w~; ,.U ~ I~
> , ' iv 2 m LINE '"i n Q ~ ~ ~ ~
4 a , e0 z k ~ 1'~"' x kt ' ~ ~ ~ ~'I
~S'Yv . - , - e. , o ~ o irk.. . a,.. + U BOX ~ U ~ ~ ~ „ : I ~ U I Ln 2 CULVERT ~ m f z ' ~ ~ ~ ~
. 0 6 , ~..naa'x.4~' } ~ 2 Z ,'~u'<`i "'.-'l'~R+"k' ~„+ryf¢ ` : 0.'" M `s +'Wkt3'm..h'T~ Su%yMitl^a~M' ' r" _ i ~ -•y ^C.
'~.::.,_;ra. _ SPRING IPE ~ SPRING w, Z 'rs', W m , ' m ~ li ~ r ti A ~ ~
' LINE . - LINE ~ m p ~ UNDISTURBED ~ n g " ~ WATER & SANITARY SEWER LINES 2 D g EARTH o g ~ h~ ~
CONCRETE BOX CULVERT w RIGID PIPE FLEXI6LEPIPE w ~ N.T,S, d m OR COMPACTED m ~ N,TS' FILL ~I;f~s~ ~ ~ ~
O . 1 w.. . m {RCP) OR (CMP & SPIRAL RIB 5 48' O) (HDPE} OR (PVC) OR (CMP > 48°0) ~ J ~
~ ; ~ NOTE: MINIMUM TRENCH WIDTH (T.W.) SHALL BE THE GREATER OF {1,25 O.D. + 12"} OR {O,D. + 15") r* U ~
i . ` . GENERAL NOTES
1, BEDDING SHALL B 5 . HAND, OR C1A55 I• 1, BEDDING SHALL BE DUMPED CLASS I-A WORKED BY 7, ALL MATERIALS SHALL BE INSTALLEp IN MAXIMUM 8" 11. REPLACE WET OR UNSUITABLE SOIL PS NECESSARY HAND, OR CLASS I-B COMPACTED TO 85% STANDARD LOOSE LIFTS iN ACCORDANCE WITH ASTM D 598. CLASS TO PROVIDE A SUITABLE BASE, AS DIRECTED BY
" PROCTOR, LOCAL{ V N~.~-~~ GEOTECHNICAL EP PROCTOR, LOCAL CODE PERMITTING WITH III AND IV-A MATERIALS SHALL BE COMPACTED NEAR GEOTECHNICAL ENGINEER OR OWNER. GfOTECHNICAL ENGINEER AND OWNER APPROVAL, OPTIMUM MOISTURE CONTENT,
` NATIVE SOIL MAY I y MEETS THE EMBED NATIVE SOIL MAY Bf USED FOR BEDDING PROVIDED IT 12. WHERE GROUND WATER IS PRE5ENTCLASS I-A MATERIAL MEETS THE EMBEDMENT AND BACKFILL MATERIALS IN 8. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF SHALL BE WRAPPED WITH ANON-WOVEN GEO•TEXTILE, ~
. ; , USE DOZER TRACKS TO CREATE GROOVES PERPENDICULAR TO THE SLOPE. GROOVES WILL CATCH TABLE 1 EXCLUDIN TABLE 1 EXCLUDING'CLASS IU-A, DEBRIS, ORGANICS AND ROCKS LARGER THAN 3", EXCLUDING BEDDING MATERIAL BETWEEN 4" & 6"THICK.
T C DETAIL SEED, FERTILIZER, MULCH, RAINFALL AND DECREASE SEDIMENT IN RUNOFF. 2. HAUNCHING 5HAL 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
~ NOT TO SCALE HAND TO ELIMINA HAND TO ELIMINATE VOIDS AND SHALL BECLASS I-A, SHEETED, BRACED, OR OTHERWISE SUPPORTED IN FOR SOIL TYPE AND CLASSIFICATIONS FOR THtS PROJECT, ~ ~ OR CLASS I-B OR CLAS$ II COMPACTED TO 95% COMPLIANCE WITH OSHA REGULATIONS AND LOCAL ~
PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED, N07E. WHEN USBdG CELL-O-SEEp DO NOT OR CLASS I-B OR C SEED PREPARED AREA. CELLO-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN, STANDARD PROCTI AS A HAUNCHING i STANDARD PROCTOR, PEA GRAVEL SHALL NOT BE USED ORDINANCES, 14, CONTRACTOR SHALL REFER TO THE LATEST VERSION ~ ~ M AS A HAUNCHING MATERIAL, CLASS III MATERIAL SHALL OF ASTM STANDARDS PRIOR TO CONSTRUCTIQN, S~?
BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) WIDE TRENCH WITH APPROXIMATELY it" {3tkm) DF BLANKE7 EXPENDED BEYOND THE BE ALLOWED FOR I BE ALLOWED FOR RIGID PIPE COMPACTED AT 95% 10, DESIGN ENGINEER SHALL DESIGNATE ON THE PLANS ~ ~ ~ ~
UP-SLOPE PORTION OF THE TRENCH, ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY i2" (30cm) APART IN THE BOTTOM OF THE TRENCH. STANDARD pROCTt STANDARD PROCTOR, WHERE WATERTIGHT 1QIN75 ARE TO BE REQUIRED,
BACK FIL! AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED 70 PREPARED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF THE BLANKET BACK OVER 3, INITIAL BACKFILL SEED AND SOIL, SECURE BLANKET OVER SOIL WITH A ROW OF STAPLES(STAKES SPACED APPROXIMATELY 12" (3OrnY) APART ACROSS THE WIDTH OF THE BLANKET, HAND, OR CLASS I• 3, INITIAL BACKFILL SMALL BE CLASS I-A WQIRKED BY ~ ~ N ~ HAND, OR CLASS I•B OR CLASS II COMPACTED TO 90°k ~ ~ ~ ~
STANDARD PROCit ROLL THE BLANKETS DOWN ACROSS THE SLOPE, BLANKEfS WILL UNROLL WITH THE APPROPRIATE SIDE AGAINST THE SOIL SURFACE, A1L BLANKETS MUST BE STANDARD PROCTI STANDARD PROCTOR, OR CLASS III COMPACTED 95% TABLE 1: CLASSES OF EMBEDMENT AND BACKFILL MATERIALS ~ ~ ~ ~ STANDARD PROCTOR, CLASS I & II MATERIAL SHALL BE ~
SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESISTAKES IN APPROPRIATE LOCATIONS AS SHOWN 1N THE STAPLE PATTERN USED FOR FLEXIBL USED FOR FLEXIBLE PIPE WHEN FILL HEIGHTS EXCEED ASTM D 2821 ASTM D 2487 % PASSING. ATTERBERG LIMITS 8, MATERIAL USCS MATERTALTYPE ~ ~
GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE g', STAPLE PATTERN. CLASS SOIL GROUP 1112 IN. NO.4 N0, 200 LL PI ~ ~ W ~
4. FINAL BACKFILL 5 4. FINAL BACKFILL SHALL BE CLASS I-A WORKED BY HAND, IA NONE MANUFACTURED OPEN GRADED AGGREGATES 100% <~0°l0 <5% NON PLASTIC L~ ~ ..,I ~
THE EDGES OF PARALLEL BLANKETS MUST 8E STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.SCm) OVERLAP DEPENDING ON BLANKET TYPE, TO ENSURE PROPER SEAM OR CLASS I-B OR AISGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STTTCH ON THE PREVIOUSLY STANDARD PROCT OR CLASS I-B OR CLASS II COMPACTED TO 94% ~ r'9 STANDARD PROCTOR, OR CLA55 IIl COMPACTED TO 95% IB NONE MANUFACTURED DENSE GRADED AGGREGATES 100% 550°!0 <5% NON PLASTIC y".q M GL
INSTALLED BLANKET, STANDARD PROCR STANDARD PROCTOR. <509o OF ~ ~ GW "COARSE
- CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.SCm) OVERLAP. STAPLE 5. FINAL BACKFILL N 5. FINAL BACKFILL NOT UNDER PAVED ARFAS CAN BE FRACTION" ~ M CLASS IV-A COMPACTED TO 9S% STANDARD PROCTOR. g GP COARSE-GRAINED SOILS, CLE7W 100°h <5°!o NON PLASTIC ~
THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH, CLA55IV-A COMPF SW >50%OF ~
6. ALL MATERIALS AI EROSION CONTROL BLANKETS SHALL BE INSTALLED FOLLOWING MANUFACTURERS SPECIFICATIONS. ASTM D 2321, {SE 6. ALL MATERIALS ARE CLASSIFIED TN ACCORDANCE WITH "COARSE ASTM D 2321, (SEE TABLE 1) SP FRACTION"
° a"' GM <50/o OF <4 OR <"A" LiNE ~ ~ "COARSE
~ FRACTION" 12°/a TO <7 OR >"A" LINE ~
III COARSE-GRAINED SOILS W( FINES 100°1° >50% OF 50°k >4 OR <"A" LINE SM
NOTE; IN LOOSE SOIL CONDTAONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS, "COARSE SC FRACTION" >7 OR >"A" LINE
3 EROSION CONTROL KET DETAIL 3 ML <4 OR <"A" LiNE T ENC E DING DETAILS IV-A FINE-GRAINEDSOIIS 100% 100° a50°k <50 CL >7 OR >"A" LINE
C-12 NOT TO SCALE
1 FOR SLOPE INSTAL TION a
1 NOT TO SCALE
~ ~
s
~ Na1zs: ~ ~ '~1
Z ~ C „ x RACK OP GIJRg 12 ALL MORTAR ,f01P1'S ARE TO GL•' 1/2"t 7/B' TH9CK S° ~ CLASS "6" CONCRETE TQ BE USED
FORMS ARE TO RE USED FOR 7H£ CONSTRUCTION OF ~ ~ -j-.- THE BOTTOM SLAB d1
~ I CLASS GONCAER TQ ~ ~ t !8' T) ~ % 8E USED TrIRdIICHO'Ji. ry~y.. t 1Jr + a/N' g B' ~OUGT FOR PfpE Olt Pli'ES FROM TOTAL aU.Yp, OF' BRICK ~
~ % , OPSIONAL 00N5PRUCTI0N- °s ~ 2'-E f At0N0UThAC PdUR, Y ~ 1'-S' NFYWAY, OR 4 PA~ ]9 , Y " A Y ~ S° MASONRY ~ ~ H J~lMBO BRICK WILL BE PREMITTEO• CONGREfE BRICK OR
DOWELS AT 12' Ct~VTET? 7G ~ t5/J2 t-"~ ~ 8' AS tlIAEOTEn EY CNGINkER A Q 2'-3 7/4' A 4 50L}D CONCRETE BLO(:K5 MAY BE USED IN LIEU
- (",j ~ gg i'0 RE PPt,4CED A~ NOTES C! iT gIAECTEd Sl ENGINEER qg ~r ! C~ r' ~q 1 p OF CLAY ORICK. x ALL CATOH BA51N OVER 3'^& IN DEPTH SHALL BE 61 ~ 9..~ ~ PROU3GEp WITH STEPS 1'-2" ON CENTER, STEPS SHALL ~
~ RLAN ~ SEOT(ON XX BE iN ACCORDANCE wrrN STD. N0. 1.02
:SI ~ Y PUN PLWA2S ARE TO EQ '{I .~L-.- ~ FOR C0NSTRUC71 _ SNDWI POS!RON OF ~LYS s!$ 5DTf0Ai SIRS t'_ + '..a I ~ 15/32' PLAfl1 L)F FRAME DEwEY BROS. GH-BN-2000 FqR OVER B` 9N HEIGHT, USE 72" YfALL TO 6' FROM TOP OF ~ ~ ~ OR ApPROVEp EQUAL w~'L' ,~1,}, ~ i 12'
6~l FUH2- A STONE DRARi C0NSLSeW6 KTM ORATE & FRAIr,E NEN02Ea dF 1 CUOIO fOQT OF m r-7 4 t'- 9 @' . ~ N0. 7RN SroNE
~ C0MApTEO Rd A BAO QF F~ DEWEv RRO9. CH-SN.4 POROUS FABAiC SNW.I g' >3 ~ ~
4R APPRWEA EQUAL ~8„ % 8° 3, E E AT FM•H _ ~ L1~
!fir ~:KE$~Q Y_ ALL DROP INLETS WER -I t..bP:`N N tI0" +IS' 9i1' ~ 3" AN0H0RR ~ 4 6AA PR0U16ED wITN atEPS~ ~ R£W APY~?Di D EWAi, 4 tlR 3'-3 514 L _ - t'-2" Ox CENYER STEPS 8" .A iT E
~s _ StIALt AE IN 1• a" - ~ A0COR0NICE PATH STD. 3I<' JI ' H T- I f5. " ~ . pUTLE7 D H1 4G" Hi - G M1+6°H1 G ~ ~
rs "w i.D2 8" - A C 8" 8 5' 1Y _ z' 1JS' ~^r - t1O' e
® ~ I H 4 H a ~ ^ a, _ D ~ ~ sgcT~N-w ~ • ~ ~
t,r p y 1 ~ 6' 2 7( Y 1 4/a' R I/B L 1 tl9 i ~ ENp ELLVATIGN ~ Rn ~ g d . a "
8' ~ DOPf~EL 1' DYPR2SSWN • a, ~ SECT 0 ' s'-5' WHERE 30' T4 35" PIPE IS USED ~ ~ I SIDE ELEVATION
_ OOwLt 1 SECTIOtT dJ 5 WHERE 42° TO 34" PIPE !5 USED t 9° SECTIGN~Mh9
gam„ ~ sEE HoTE ° - S,,~E , LO 3 SE0Tk0t1 -Yf 2'-D 4/4" ~ X09®REBd99i68f9g3
~ sECTiON-x, x ®9 Q'qC g9446®0nv®~~ ~ ff. yygg I~ ~ ~ ® ?es3p~ ~i5 ~y°~tP ~e4 A`t'~'.
i 1'~ ~ sroH Vuafn ' FCR ICI. , D ~ r-J vz' ,,I `~YA~DS _ i' Ip~ONE P :3/16" t 2'-2' ~ 3 g' J ~ ill ~ ',.LL___ t `c'~~°~~~ ~4d61,0n,~~ d. ~ M i f M ~ ~ c
PIEf, WA7, + PT tgAlt CU YANIJS ~'j C L~TT H u+N•. O15 0.O2A A 2, p. D,2 2 0222 0,855 J i 8 d F~ ~ ....g A 4' ~
~ - 5, 3,-g os2s D,oaa Q.oJe i5 ~ i.D2t 0.055 O,O4a YB 4'-~ 1.181 O.U59 O,D85 ~Y-7 J/d-~ i alEw WHEN B° x s" F A ~ SEAL A r: y CURB 15 U5Ep IN PLAGEp . ~ = 2 ~ 4 3 4
0 24" ~ 0.28 QP22 1.3,Qi D092 Od2Y 3' 2 d'. nF HDOp ~ ~`r _
01}AENSIONS r'OR C}ikHNELS 2-~ , II VELS~.- ~ ~ ~ e PLAN ®a~~d~o~®~g~ ~4~~° ~,P ~tiv
{a Np, ~ ~ 51~~ LENGTH 70TAL WN ~ ~ FEET" a 0 2 3X4.1° 4'°tl" B'-0 pLN °®®'Bdd ~s~~~~ b ~ ®~0 J t7pE49 89.96 98~
o ~ A-, 3X4,1" P'~&" 5'-C" w ~ ~ '
"I•~-
i
~ a
PO v ~ p1't3 ~ ~ s ~C~~1p9~0~ Plg-
~ o~~E~ ~ ~$~~~ar
z ~ NDTES:
o - CLASS '6' CONCRETE TQ aF THROUGHOUT. ~ AI,I. CAT27t SIN OuEA 3'-8' IN DEPTH TO BE PHC'n0E0 ~ R f
g y" ACCORDAHOE vmH sro. No, +,oa CPStOA`AL CQNSTRVCTION-M0H0I.tfII1C PDUR, 2" 1SElWAY ~t4UA8LY SPACED G $8 BARS "iV' E9UALLY SPACED O tNS- ~ ~ ~ p A ~ p n 3" I ~ ~ ~ O't C
i OR 4 AAR OQWELS AT 42 CENTERS AS DIRECYEO &Y ENGINEERS, ~A BARS "V' Y PACED ~8 BARS "W' EQUALLY 5PACF0 E ° 9" F0Rl1 ARF TO 8E USED FOR 'THE CQHSTRUCII0N QF TY~
j;.~ ~ EOUALI 5 . g e•. 9 ! 2" ® BOTTQN SLAG ~ ~ S ~ a' s -L' LroLm a
• fdR 5' IN HEIG}1T aR LESS 2rsE 5' LESS USE a" worts ANO ae2TYQN sLABs (i ~ ~ r I f11 R ~ ~ 1 Qt$R 8' AND UP 70 16` +N NEYDHT USt 8' WALLS AN6 Q c~ 00Ti0U SUB. gLWNTIAES 'A7 OE A0.IU51EQ ACCOR0IN0LY ~ 4 ~ I~G F 5' fl- ®J 0.4 ~ 6~1 ~ m~a
F ."tl ` 8""~ 'i: ~ ~ ~PAUCA dY i , PLAN ~ N ~ ~ N ~ ~ O ° ~ @'
~ ~4 BARS ~ I I 5' • D - r "U' EQUALLY I ~ $ C7 ~ CURB ANO GUTTER N y ~ N ~ " L ' ~ c wfiH OATCH BASIN ON STEEP GRADE ~ ~ ~ ~ y d} 8
sPAcEO i l i { a" CURB AND GUTTER ' ~ '9 VIEYJ VdHEN S" X 6" B" 6
~ WITH CATGH BA57N ON STEEP GRADES ~ CURS IS USED iN PtACEO STD. STEPS tQ2 v " ~ OF H000 S -I ALEfATtON E Y _ E wl ~ ~ PLAN OF TOP MAB USE DN FU4 gGRADES 2~ & UNDER ~ F
~ S 5" SECT1pN MlAMlA 17 BAC{t OF CURB 6" Z ff 4 Bag E 11 2' r ~ T 3` 6 } W ~ ~ P'~ 6
" B" g' USE ON FL.A GRADES 2~' & UNDER OEWEY EROS, GH-flN-20(#} x p OR APPROUEO EQUAL ~4 B4RS U ~ , g a EPRES5ED " i ~ GUTTER DNE
4 BARS 2 .M~_ SEOftON-RR ~ ELEVATION re tV M ~ ~ ~ ~ 6"
ti 8 6AR5 "W " ^ P 3~ r 4 BARS "'U" 11 7' 3' GOLI~i'TER55ENE i ~ ~C r A NORMAL CURB 8t GUTTER ~ UCHT GRADES ~ ~ c ~
L. "i°1- ' ~A BARS' NORMN. GUTTER LINE U
SECTION R F ~ I f3 H'+6" h,P i a EV TtON a D 3° ~OUAI LY SPAGED~ ~ _ g"
NORCAAI, CURB & CULLER 6N UGIiT GRADES x RH TTE NORAEAL GfJ R L E a - r ~ P~ BARS ~ + G' USE ON GRADES 2% & OVER
3I" g ~ , Y PACED GRAPES 2~ & OVEN PUN t 3, 'EQUALI. S ~ _J ~ U5i: ON a g, END ELEVATION SECTION-55 ~ W
,.L- WF~ERE 5iY' TO 3fi' PIPE IS USc0 3~ .F GUTTER uNE
(TT~Z" { DEPRESSED ~ S" g" 6" S_CT16N JJ - F ~ - TM1GAX CUTTER UNE ~ - a eLEvA;IaN ~ ~ ~
~ sECnaN-sB T~ r- s` _ - NORhdAL GURU & GUTTER ON STEEP GI2AOFS - _ ~ ~ 4
o ~ _ . ~ mm ELEUATfON g 8~~,,,. A b" E--- W P iy N.muEw81~65 m +1mIEa rDA xrrer cefCi+ nas¢J tV` O ~ ~EAND wPE CODER R NF6A~ 0 .Q 'r' ~
p SS pqW Ct~ h WIIO1 nA 81Cb' rR'AiS ~a . jjf I a ~ Hi ~ ~ J i B J G" PA Y9 SP I~, 10 T ~ + •N C ~ 11 OP FY I zpT ' C.Y+ F~YOO R ,y _ _ - v 1 O.~t 0.148 "0.3 i - 0~? D. 2 Y /2' 3'- 2'- ^ 2' a _ ~ - - _ 0.28.: 0,7HI 9.&tP 4 0.721 - 0.D308 D,047
m G F i A n a s ~ 8 " S 79" 3'-tp 2'-Y - ' 2'-6 - _ - _ - 0,281 0.281 0,908 !UN•hi 0.321 90647 0.0&5 ^^'C~~~ y - 2'-IR" - - 4.287 p,28t 1.070 8.327 8.0784 0.133 C ~ ~ '~j ~i U 1!t s-a' - - - - - - -
~ T ~ a. XX P _ - SEGT 6N e. c . - i o n no ata c-._ . ® cim ip' r, - ; u» Bp { uae a:~+s nap~r' y~~.pW9p . ~A t'-70"a•-a 4 1'-6"15 4'"" 3 ~.R'.f" 65 0.~4Y 4,374 8,521 1309 0.378 0.108 D.t22a n,370 ~1 ~ d. 38' y; 7'_{" p•.c" < 2'• 0" 4 4'-i" ` 3 4'-'' bA 0.187 D•410 0.sp2 .1.596 0.941 0.403 D,iOtl 81780 i °,2l9 ~ ~ ~ ~ Q ~ ~ - 3-1U 4,-8' %~-18' A8 2'•'' Y-s b i' 5 3 , 3'-T . S'-S Y9 0,135 0.375 0.508 i,8+i H2 O,36f 0.117 0.2400 QS21 62 °'-9f 4`-/1Y CC 3'-8' S'^K 4 Y-b' A S'-S 3 i 3+-3' d6 D173 ' DAtq 8.388 2.'+17 0.420 01171 d.31Sf 14.622 ~1 t'- ~ i ~y
,Y Y-p " 2 S*tl( , S>13 6 4 S% Mt 0.tM Ltl! P1PT ~ y m Y" y~~5' ~4+} sn ~y i, ~ ~ G' SECTION-YY_ T( v~`r x.o ~ a ra b r v eta axs t a a oSOR a u,F2YP Rv9 c a8" - _ ;_y 7'-8' a S'-O~6 3'-5" s.t.3 Y 4Er 0211 04{8 ° 2,571 0,4b9 0,17 a.seau 0.558 Ga La ~ C1 GL > ~gd' ]'-p Y'-Y 9' A b' 0" ~ - `
A A ~j ~ ~uie 'r v.~ I '.';B Z Y< ! I Y :u 'LI niin f nisi GALE 'iM' XT 6241 0 O.NA n'M] - x-ia r;~ 3 z tip aAer : v n A_ par z PUtN Fp°B ~9°~°°~°
Y-C L )'•B Y^7 ;o 9d -T J~7 g.ij s r-ili_ F !fl' 1' 51f0 1C6 t9i8 2%i uj
U- PRELIMINARY
DO NOT USE FOR CONSTRUCTION w
Y: FOR PERMITTING ONLY k'
CITY OF RALEIGH PUBLIC UTILMES CY

TRASH RACK NOT SHOWN SPECIES SPACING SIZE
TOAOR CONSTRUCTION SEQUENCE NOTE: RIgF~ F( FOR CLARITY r'` N
FOR WET DETENTION POND: RISING STEM TO BE PROVIDED WITH L~KiNG ~A~lON SOFT RUSH 2' I GAL ~
10' MIN SYSTEM TO PREVENT LAKE DRAINAGE EXCEPT 3p3S0 VIRGiNIAIRIS 6' i GAL ~ 3p350 RICE CUTGRASS 3' ]GAL Q
1. INSTALL EROSION CONTROLS. DAM WIDTH j~'F 8Y AUTHORIZED PERSONEL REMOVABLE TRASH RACK W 6"OPENINGS FROM ll2"ALUM, BARS, ANCHORTO ~FO~Ap PICERELWEED 3',5' , ' ~
RUCs DAM BASE AND AREAS BELOW THE RISER ( F H`FrR 2, CONST F(~q~0 FIq P~ ARROW ARUM 2.5 I GAL '"t o0 ~Yq~ONa SOFT-S7EM8ULRUSH h' IGAL ~ .,J ~ ~
NORMAL POOL, CONSTRUCTION TO BE PERFORMED N, 3Qr
UNDER THE YN5PECTION OF THE GEOTECHNICAL ~ ~ CATTAiI 8' I GAL Q U (0 ~ I
ENGINEER. SEED UPON COMPLETION. ANCHOR RISING STEM ~
3, INSTALL OUTLET PIPE, RIP-RAP APRON AND AT MIDDLE & TOP PER RI, LIITORALSHEL6 cry, ~ ~ ~ li(}
S70NE FILTER RING, 1/2"ALUM. ANT! MANUF. RECOMMENDATIONS +6" TO •fi" •b" TO.18" -18" TO.24" • ~ ~ ~
VARTEX PLATE TOP OF DAM ELEVATION=305,00 FI.SCUE SOFT RUSH RICE CUTGRASS' ~ ~ Q ~
4. CONSTRUCT OUTLET STRUCTURE, 100 YEAR STORM ELEVATION=303.77 PICERELWEED CA7TAll Z
S. REMOVE ACCUMULATED SEDIMENT AID VIRGINIAIRIS ARROW-ARUM SOFT-STEM BULRUSH ~ ~ ~
SEED UPON COMPLETION, FREEBOARD=5.7 LF TOP OF RISERELEVATION=303.50 3 5.0'x5,0' SEEPAGE 25 YEAR STORM ELEVATION=303,44
3 COLLAR, SEE DETAAL, 1
1 10 INTERMEDIATE WEIRELEVATION =301.00
1 YEAR STORM ELEVATION = 301,00 ~1 PO (NORMALPOOLJ
18" RCP WITH WATER TIGHT SEAL NORMAL POND ELEVATION = 299,30
PIPETO BE BEDDED LOFT LITTC~RAi. SO r-a A ~I
PERDIRECTION OF GEOTECHNICAL SHELF TYPICAL 1PITORAL SHELF VEGEfAT10N DETAIL
ENGINEER 5'x.5' PRECAST CONCRETE BOX SCALE: N.T.S, ~ ~
FLARED END FILTERRING OPERATION AND MAINTENANCE
SECTION 3 TEMP. STONE FILTERRING
Y ANGLE PLATE 1 x' POND BOTTOM ELEV,=2 BOND BOTTOM ELEV.=29530 North Carolina starmwater rules r~uire annual inspections by khe r~ulating agencyofwet detartion ponds as a minimum, More W ~ ~ ~ fr uerR Ins ectCons b the land owner ar and a erator are stro y encnu ed'to ensure the ra at(on of a wet detention ~ ~ ~
f...; INV=295,3 ,.i ` . r-, e9 p Y p R ~ ro9 R~ LL a CV M pond, The Town of Garner can require more frequent insp~tians. Ail Town of Garner and North Carolina Department of EnNronment ~ ~ t~
INV=291,85 ' and Natural Resources codes shall beconsuiked, ~ ~ ~ ~
ELEV,=293,5 - 3'x3'xb" DRAIN The Town of Garner wit I inspect BMP's on an annual basis and forwaM a 8st of any r~uiretl d~idendes or repairs W the prop~ty . ~
<'o -'"'°g .v' "a"= SUPPORT CONC, BASE RIP RAP APRON 3' MIN ; a. 3/4" 03A. P307 owner(responsibieporty. The property ownerjresponsible party vdN have 90 days to correct all deflciendes and make all repairs to the ~ ~ ~
SEE DETAIL b" DIP PE1ND 1 POND DRAIN TRASH RACK DRAIN PIPE 2.1/2° 2.1J4" 2.112" 24 J4" 2.1 J2" satisfaction of the Town Engineer, Failure to satisfactorily complete the repairs within the 90 days will ease khe bmp to be declared a r~,1 ~ ~ BOLTS {4 PER PLATE REQ'DJ nuisance as provided for in Section 6.17 of the Garner Town Code, Abatement of the nuisance will proceed as provide far in Chapter 6,
1 ASTM C-923 SEAL WIWASHER & LOCKING NUT Article II of the Garner Town Coda, Z ~ Ov1
BETWEEN BARREL & CONCRETE SHALL BE PLACED IN RISER AFTER ANGLES ARE A. Rainfall EvenC ivy
4' iN. RISER, RISERBASETO 12"x12"7Ci/4" ~ BE FILLED WITHCONC, SECURED TO BASE AND RISER. PLATE 12"x12"7Ci/4" ~ Q 1, Inspect the basin after every runoff produdng rainfall event ~ ~ ?LATE ~ 2° 2. Remove debris from the trash rack, inlet pipes and anklet pipes,
CUTOFF FRENCH TO INVERT OF BARREL 3. Check and clear the orifice of arty obsrructons, W
APPROXIMATESIZE B, Monthly Inspection
EXCAVATE AND BACKFILL 6" 1. Inspect the basin monthly W ~
WITH COMPACTED 8"X8"Xl"X12" LONG ANGLE {fi TOT, REQUIRED) TO ANCHOR RISER 2. Remove debris from the trash rack, inlet pipes and outlet pipes.
STRUCTURAL FILL AS TO BASE. PROVIDE 2.3(4" A307 BOLTS FROM ANGLE 70 R15ER RISER JOINT 3. Check and clear the orifice of arty obstructions. ~ 4. Check the pond side slopes; remove trash and repair eroded areas nefnrethe next rainfall event,
AND 2-A307 "J" HOOKS 3/4" DIA, X 12"LONG FROM ANGLE TO TxTx1,5' CONC, BASE REINFORCE WITH #4 BARS AT I2" O.C. TOP RISER JOINT DIRECTED BY GEOTECHNICAL BASE, ANGLE TO BE FIELD COATED WITH 2TNC RICH PAINT AFTER AND BOTTOM OF EACH DIRECTION PROVIDE 3"MIN. CLEARANCE 8" S. Chock the vegetative and rode filters for sediment accumulation, erasion and pmper operation ofthe flow spreader
ENGINEER GON57RULTION. "J" HOOKS TO BE PLACED UNDER LOWER BETWEEN EDGE OF CC4VG, AND STEEL REINFORC[NG, REINFORCING STEEL. mechanism and repair as nece%ary,
6.. C, Quarkerly Inspection
Y 1. Inspect the coiledion system (i.e. catch basin, pipes and grass swag for proper functioning. Clear accumulated trash
2~~ item basin grates and basin bottoms. Check piping for obstructions, 2. Check pond inlet pipes for undercutting, repace tiptop and r~rair lvolr~ pipes, ~ ~
PROFILE OF WET POND DETENIION SYSTEM 3, Reseed grassed swales, Enduding the vegetated filter tf applicable, twice a year as nec~y. Repair eroded areas immediately,
SCALE: N,T,S,
12" 5.0' D. Six Month in9~ction ~
2.5' 1. Remove auumuiated sediment from the bottom of the outlet structure or ether areas where accumulate sediment is HOLE LOCATION noted,
FOR ANCHOR BOLTS ANCHOR PLATE 2, Check the pond depth at various points in the pond. If the depth is reduced to 75Ma of the original desgn depth,
sediment is to be removed to at leact the original deign depth.
CONCRETE BDX • _ ~ #4 REBAR @ 12" OC • 1N FRONT & REAR FACE R @ 12" OC 3, Operate any valves or mechanical components to ver8y they are in vaorking ardor. ~ T & REAR FACE 4, Inspect the embankment taking note of any wet areas where water may be seeping through the soil, Contact ~e Town
18" ftCP OF COLLAR. REBAR TO Engineering Department if s~page is noted. 4R. REBAR 70 5. Remove deposited sediment along vegetated filter Strip and concrete levy spreader, eialty from the upstream edge,
1(2"ALUM, BAR „ " HAVE 3" MIN. CONC COUER MIN, CONC COUER to maintain original contours and grading. Repair channels that form and regredethe filter stripto ensure that kherunoff flows evenly in a thin shoat over the conaete level spreader, Repair conaet9 Laval spreader as necessary and reseerJ and
ON 3 X 3 GRID CONCRETE BOX FROM EDGE OR FACE OF COLLAF iGE OR FACE OF COLLAR regrade the filter strip to maintain a d~rse growth of vegetation, t"
E, General inspettion
" NOTES: 6 DIP WET POND is 1`
„ 1, ALL CONCRETE TO BE 3000 FILL BANK DRAIN CONCRETE TO BE 3000 PSi 1. Mow the side slopes, not including normally submerged vegetated shelf, acmrciing to the season, Ma>omum yrass height (,j is to be bin, ~
NON•FLYASH 1 r 2, APPLY 112" THICK WRAP OI I•FLY ASH 2. Cattails and ether indigenous wetland plants are encouraged along the perimeter; however, they mud he renmval wfx3n ~ Q 'LY iJ2" THICK WRAP OF they Dover the entire surface area of the pond. ~
ASPHALTIC CEMENTAROUN 3. No woody vegetation shall be allowed to grow on the emhankm~t without special design proNSions, ~ HALTIC CEMENT AROUND 4, Debris shall be removed from blocking the inlet and outlr~ structures and from areas oFpotenkial dogging. ~ ~
18° RLP ~ DISCHARGE PIPE 6" BEYONI :HARGE PIPE B"BEYOND 5. Periodic removal of dead vegetation sh~i be auomplish~, ~ ,.t ~ ~
6" AWWA S,0' PLANNED SEPPAGE COUAR 6. The orifice is designed to draw dawn the pond in Z•5 days, If draw down Is not accompiLshed in that time, the system ~ NNED SEPPAGE COLIAR ~ ~ ®OC must be clogged, The source of khe clogging mud be found and efimfnated,
ALUM. 90° ELBOW GATE VALVE ON BOTH SIDES, 30TH SIDES, 7, All components of the detention pond system mud be kept in goad workinng order,
ANGLE BAR 3. APPLY ADDITIONAL ASPHA ~LYADDITIONALASPHAITIC ®a ~ i~
W/ 4"x4°x1(4" t CEMENT AT PiPEjSEEPAGE 9EN7 AT PiPEjSEEPAGE W ~
ANCHOR BOLTS " " COLLAR INTERFACE ON .LAR INTERFACE ON u° ~
. ' UPSTREAM FACES. 2 5 " 4. TO $E FIELD INSPECED 8Y iTREAM FACES. ~ 1.75" pIA. W ~ $E FIELD INSPECED 8Y PVC EIAOW
6" _ . • ~ 'EONCRETE FILL,, BY GEOTECHNICAL ENGINE GEOTECHNiCAL ENGINEER. RISER WALL
_ ASPHALTIC CEMENT TO ME 'HALTIC CEMENT TO MEET
CONC~tE'TEPAD r~ 't OR EXCEED fEpERAL EXCEED FEDERAL 1,75" PVC TEEJOINT ~®gtglt! rt I Bddlll
3'x3'x6" CONC, PAD SPECIFICATION SS-153 :CIFICATION SS•153 CAS p~~ c0,~a
TYPE 1: A5TM•D-2822.75 3' CONCRETE PAD 'E 1: A5TM•D-2822.75 ~~~d e~~ '
TYPE L. PE 1. o` ~ ~f
FRONT VIEW 10' MIN ~ m
TRASH RACK ON WET DETENTiOT+I PQIVD DRAIN CONCRETE SEEPAGE COt1AR DAM WIDTH PERM. POND EI.EV,= 29930 ~ ~ 2 ~ 4 ~ ~ e6 m ~ , W~
SCALE: N,LS, TOP OF CURB SCALE: N.T,S, TO BE LEVEL e ,qyry~a® Y ~~re~ro ~A9 y~~`qq ®o ~~m
MAINTENANCE SPREADERLIP "Y~ 9@9i10~0® !d 0 •Y q~p`~~q
INSPECT THE LEVEL SPREADER AFTER EVERY RAINFALL UNTIL ®B®Jd ®r" 1 5®
VEGETATION 15 ESTABLISHED AND PROPERLY MAKE ANY NEEDED REPAIRS, AFTER THE AREA HAS BEEN STABILRED, MAKE PERIODIC 3" LAYER OF 12"MIN,
INSPECTIONS AND KEEP VEGETATION IN AHEALTHY, VIGOROUS FLOW CONDITION, DIRECTION #57 STONE
RIPARIAN SPREADERLIP- CONSTRUCT THE LEVEL tiP ON UNDISTURBED SOiI BUFFER
TO UNIFORM HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE
SPREADER, PROTECT iT WITH AN EROSION RESISTANT MATERIAL ; SUCH ASSURGESTONE TO PREVENT EROSION, TO BECOME FOREBAY OUTLET PIPE ~ ~ s SOLID TOP WITht FLOW 8
ESTABLISHED. ,r , MANHOLE RING ~ COVER PVC DRAIN QUTLET ~ S ~ ,a
OUTt.EI' AREA • THE OUTLET DISPOSAL AREA MUST 8E GENERALLY 3 SCALE: N,T,S, t~ ~
D LL GETATED WITH A MAXIMUM SLOPE OF 10°h. - GRASS LINED SMOOTH AN WE VE ."'o-,. CHANNEL6" 3
GRASS . , `~..`,S•-? DEEP 1' WIDE, 3' WIDE STRIP VEGETATE ALL DISTURBED AREAS CHANNEL SEE PLANS WR OF FILTER 1 ? 1 ~ TOP OF RISER =3003 'e 10
` 1'-6" CURB FABRIC CONSTRUCTION SPEC[FICAT10N5 LENGTH AND AND GUTTER ELEVATION ~ ~a ~
i. THE MATTING SHOULD BE A MINIMUM OF 4 FEET WIDE 12" PVC V 12" PVC WITH WATER 1IGHT SEAL. ~ NORMAL POND ELEVATION = 29930 8 ~ 8
EXTENDING 6 INCHES OVER THE LIP AND BURIED b INCHES . PIPE TO B BEEP 1N A VERTICAL TRENCH ON THE LOWER ECGE. PIPE TO BE BEDDED 10FT llTTORAI ~ w ~ ,~a ~ a
r„ ~ CROSS SECTION PER DIREi THE UPPER EDGE SHOULD BUTT AGAII~T SMOOTHLY CUT , , . x ' PER DIRECTION 4F GEOTECHNICAL SHELF iJ5° DIP EI:BOW _ ~ ,e ~ ~ ~ g a k ~ 5EE DETAIL c ~ c m ,try g "8 R
50D AND BE SECURELY HELD IN PLACEWITH CLOSELY F,~ ~ ,p r ENGINEER SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12INCHES LONG, ; ENGINEER 4'x4' PRECAST ~ ~ E ~ ~ ~ 3 n~ ~ CONCRETE BOX
CONCRETE CURB %r"'.r 2. ENSURE THAT THE SPREADER IS LEVEL FOR UNIFORM SPREADING AND GUTTER '~i ~~~~'-<~~.~-s~7i`,_yr,.,..~ a ~ ~
OF STORM RUNOFF, OUTFACE #57 STONE ON PIPE ~
3, CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL, FILTER FABRIC ,
(NOT ON FILL) 5 LONG x 5 WID INV=297,80 ~ m ~ n ° ~pp° B~
PLAN VIEW GRASS INV=29232 4, CONSTRUCT A 20 F00T TRANSITION BECKON iTtOh1 THE CHANNEL .-i N M 7 N Z~
DIVERSION CHANNEL TO BLEND SMOOTHLY WITH THE WIDTH AND DEPTH OF THE LEVEL SPREADER, a. p~ F h~a$
5, DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY
a. h. ~7~ STABILIZED SLOPE, NOT TO EXCEED 10°k, MAKE SURE THAT r , ~ , ~
THE SLOPE 15 SUFFICIENTLY SMOOTH 70 KEEP THE FLOW FROM ~ t ' , ~ M a: CONCENTRATING, : ' . ° , , ; ;1 1.. 3 Z
4 OUTFAtLTOLEVELSPREADER 6. IMMEDIATELY AFTER IT'S CONSTRUCTION, APPROPRIATELY SEED ~ s CONCRETE SHALL BE PLACED IN RISER TO Ua
AND MULCH THE ENTIRE DISTURBED AREA OF THE LEVEL ` s" 8TANIJARD LEVEL SPREADfiR - . ' CLELSS B RIP-RAP ELEV.=295,80 'J THE ELEVATIONS SHOWN ~ ~ ~
SPREADER ~ 5GALE:N,T,S, !~;¢:w<.'",a::`•' OUERFILTER s. . ~ ~ p ® ~7
FABRIC FOREBAY 96'•12"PVC @ O,SOMo N ~
O,SOMo rV CJ y,
E ENT SYSTEM #1 DETAILS 1 STRIATE ANAG M n~ ~
q~y NO7 TO SCALE ~`1J PROFILE OF WET POND DETENTION SYSTEM i1" STGRM CONTROLL C ~ '~j SCALE: N.T,S, ~ $ ~ v ~ H
r'~
G~t~JA A~. ~

SIGNATURE SHEET W
4.
CITY OF RALEIGH PUBLIC UTILITIES CY

>s.
4" MIN SILT FENCE CONCRETE BLOCK CATCH BASIN
N
t ~ SEDIMENT STORAGEZDNE 1~ ~ / STANDARD METAL POSTS 2'-0" IN GROUND ~
1
GALVANfZEO HARDWARE CLOTH - ` " SEDIMENT STORAGE ZONE 112"X112"GRID ~ . ~ Q
: "'r (TOTAL BASIN CAPACITY} FLOOD STORAGE ZONE , ° ~ .t{ . GALVANIZED HARDWARE WIRE : ~ <t ~ EXTENDS TO TOP OF BOX , . ~ U ~
TDP OF SILT FENCE r ' l.b' F=- ~ ~ w
`;rt, MUST 8E AT LEAST 1' ; y:. y,, ls' R-aw®, 1 FL~._,W coLVERTPrae A$OVE THE TDP OF
•a> ~N,~"t„ THE WASHED STONE -r--..., ftITURE 5f0AM DRAIN PIPE :
1.5' c ND. 5 WASHED STONE FILTER SILT FENCE BAFRES(R'P,j CONCRETE FOOTING PA6 '~~p~ w
0'~ CULVERT PIPE YCv No. 5 WASHED STONE FILTER tldD 1+GAGVST GALVANIZED HARDWARE CLEAN OUT POINT HARDWARE CLOTH (1:1 MAWMUM SLOPE] ~ ~~m ~~W
1/2 DEPTH SEWNEMT STORAGE ZONE} cLOrHwIU~"GRID ( FRONT VIEW ~ 1' 0
SE N VIEW $URY WIRE FENCE,
PERSPECTkVE VIEW Are ~aRn~Aae' CLOTH IN TRENCH STEEL FENCE PDS
STEEL FENCE PD SET MAX 2' APAR oca on e~'O
U OF ATCM ASIN RI R FIL N FILL ITS MIN. iB• INTO saL WIRE FENCE GRDJND
A, 1,iN5TAlLCATQi80.WtlRISERrFLLlER. B. 3•YAYTEREE5,0.EPR&GRlB G, 5.RNSEBASINA5NfE0ED,PiUGGWGOLDSiOEWAY5EL000W1 HARDWARE CLOTH ~o 0 0
2, PRDYIOE SEDIPENTSTOAAG€ZQVE, 9• BEGIN fiRSTFIU.SECttON. MORTAR wm RE~I6DING RISEAf0.TER ATTOPOF SI~EQLBiT Ftt15. 6.O~NTaVUEF019YG, d °~p ~ ~ 0 w° H
r 1 3NORISSRIFaTfx FILTER DF
DESIREDFmAdGRPDE WASHED STONE ~ r fLGw rflu o° o~ 0 o a d
EFS~ ~ 3' FILTER FABRIC
v sE~~r ~ og~° GN GRGUND STt1RPLiE TgVE 8 ~ ~q, ~
FLDw--... swOrlli. °002p0~Q ~0e°~o NOTES; &FLLLW ~ X{SIIIJGPffE W80 opYY°U° p4 lET IS COVERED• NOTE: ~ ~ ~ ~
Ta DASm wsER~FO.TfR o~~p gp~oOq>o 0 1, REMOVE SEDIMENT WHEN HALF OF STONE OUTLET' IS COUERED. o ggyp ~C/a'°poO o0 2, REPLACE STONE AS NEEDED TO ENSURE OEWATERING. TERING, 1. INSPECT INLET PROTECTION AND REMOVE SEDIMENT A N ~
D. 7~CATCN BASIN Wilt EVflifWlLYREAAI DES0IED E. 9.5fASaQE w10I5iLRBEDSOaEXCEPT5E0IFENfSTOWfGE20NE F; lS,ONCE FLLI55TPBN2E0, tNSFEt(FD&AWROYFD,DWWiTtE F[NAL GRAD€.8Ua0 fMA1Ri5ERrF6TFR A71Hl5POPR. W7 PAVEMENT, VEGETAT1dY, EEC, FlLTEA,PUI(+N.IX16&FEISEDIDENrSNfWGE2MIE, AFTER EACH RAIN EVENT. GRAVEL SHOULD BE REPLACED # 57 WASHED STONE PLACED TO A HEIGHT OF 12.98 MINIMUM ABOVE TOP OF BOX ~ ~ ~
- B•fI(L AlL8UT581Q`gNfZOyE, 1LSTAEiQTEBARE 60aIN SEDPEMSIORAG€ZONE, AND REPAIRS MADE AS NEEDED. ~ ~ tQ
rAertrzEDSOa ~sTAentzEasOa BURY FIRE FENCE AND HARDWARE CLOTH $URY 6' DF UPPER EIIGE Of RlsErufaTaLrtm>Lj p( ~ FILTER FABRIC W TRENCH ~ ~ ~ r- W ~
LST FIlL ISTFiLL ftlVAt F~ ISTFRL PILL
3AU 3RD , , i RD FOk. NO ~ ND ND
`''>I SECTION VIEW I ~ 2N0 FEL NO FEL 2ND FW. j~ ~n Cr1
( P f1Nt5tGDCtTGH85W
C~jJNTY ""j ORTI! CAROLIN C~ITNTY~ L~LI ~ NORT11C.91t0U.h:4 STANI~A C VEL YA ET PR®TECTION ~
f ~ STANDARD SILT FENCE CUTLET T . IN E F~ AT
T N EFF>rCTNE:01131/OS EFFECTIVE:OI(31I08 EFFECTIVE: 01/31/08
NDrES, chi
4' 1. CONSTRUCT THE ENTRANCE TD THE SLOPE DRAIN OF A
STANDARD FLARED-END SECTION OF PIPE WYTH A MINIMUM 6-INCH min.
METAL TOE PLATE (CROSS-SECT%ON VIEWb MAKE ALL FITTINGS WATERTIGHT, A STANDARB T-SECTION F%TTING MAY ALSO BE USED NOTES' AT THE INLET, $2P ,
2. USE AN EARTHEN DIVERSION TO DIRECT SURFACE RUNOFF ~ , N ERCEPT fLOW AND OR DNERT TO A SEDIMENT CONTROL MEASURE OR BMP, ~ ~ ~ •^°"n`~''~ ~ ' r~r 1. TEMPORARY DIVERSION DITCIi TO BE USED TO I T / INTO THE TEMPORARY SLOPE DRAIN, MAKE THE HEIGHT DF THE til' ~rf
Z. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL, BERM OVER THE DRAIN CONDUIT A MINIMUM OF b5 FT AND AT Hold-down stakes ',.r,,~"'; ~ u .'4 3;1 ~ 1.5 min CONCRETE BLOCK CONSTRUCTION SPECIFICATIONS DEWATERING
3, DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL LEAST 6 INCHES NIGHER THAN THE ADJOINING BERM ON EITHER , ' : r : , SIDE, ':+t t'•,,, DI G MULCH WITH TAC AND OR EROSION CONTROL NETTING, ; • ~ , 4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEE N , / ' THE LOWEST POINT I]F THE DIVERSION BERM SHOULD BE A ai•^` :i'~.:'•;:~;'~~a;;~^; 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE ON THE BOTTOM .~~';~'V,, A'; ~ ,.i....,,, ?s,„' ~ ROW TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT
MINIMUM I]F 1 FT ~ - LEAST 2 INCH BELOW THE CREST OF THE STORM DRAIN, PLACE THE BOTTOM ROW
ABOVE 7HE TOP OF THE DRAIN SO THAT DESIGN FLOW CAN •';ir';'•, FREELY ENTER THE PIPE, N:'As~``'" , ~ 6 i , o ~ , , _ OF THE BLOCK AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT ~ re y-' , ' ~4 ° AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL F"
.T' 3. PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION ~Q' $ gcin 'N I ~ I-I ~ n ~4 SUPPORT TO SUBSEQUENT ROWS BY PLACING 2x4 WAD STUDS THROUGH BLOCK
WYTH RIPRAP DISSIPATOR, P g _ - 'V -I I I I-- _ ,!I OPENINGS.
_ 2' MIN, ~ - - - ~I l l-1 11=1 l
I- WASTE MATERIAL-COMPACT, - l I I-I I I'- I Gorru gted ' I !-III-~ I r
I F SEED & MULCH AFTER 4 a, 9 Inlet - VAR. : : Pie ` ~ l I- (s~ CONSTRUCTION OF DITCH ~ „ P ^I
~c~c ~ 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1j2-INCH _ OPENING OVER ALL BLOCK OPENING TO HOLD GRAUEL IN PLACE.
~w~~,,~„ 2;15LOPE,GRAVELFILTER a°
II- tl.~ .t, 'If, YIYd uaVmvVl y,\f~AV~d/f.G,Yf~ 2.^,vv,,., , I- :'ll ,la:' 'I. V I YMXJIiM 1~Y4 , Stab! Ize 4~•~ ° ,~~w~>m
nt+ - - - 1, VAR. - - - ,,,n,. 7~`'~ . e rv:,'.•+; , - - - - '1M , - - - - - - Outlet 1 ~ ' , ~ WIRE SCREEN 3. USE CLEAN GRAVEL,3 j4-TO ij2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE "`°`'~"~^•r°1- TEMPORARY SEDIMENT POOL TOP OF THE BLOCK ON A 2;1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN
- - 2' ~ rwa.e,N~n ulL,~v,l/~ " , ~,1i;. II II II rF t'. ~ i r".' A ^-II III , -i I 1-III-I I I-'-I ! I-III-I i -1 ~ ti' - -'Iii-III-I f I-III-t I I-! I I-III ,~~s~~ ;^;r~"~,~, ,~;,~,,;u.".,, ' ' GRADE. DOT #5J WASHED STONE I5 RECOMMENDED, ~ n;+,•t DEWATERING
' I._- _-I I omx,rY,v+ai4a }~WdJts,~ , i, F` ~S•.,; ' 1'MIN. ~t'"' i~t•~, 'M amt V~N Yr . r,
- r I Y n r,, 1NiaAl •r, 4ir'„' ;'+y •--III-`~~ I I^) ~ N "F an AWIpNWd?L'y„~ystr R v "'•A~a: v" N~~:.' , A, "M 2'MAX, ' I~ ~'nt,~ MAINTENANCE SPECIFICATIONS
I . , , , , , , , , I-III-I I E-t p ~ ~~~w. ~w•' N x ,,,'a ::.n~~~'~`• " ~ ~ INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1 j2 INCH OR ~ ~ ,e",r. ` ac. .,I
4 min ~,4~,~~ ,h~N,w~, ,"a..• , GREATER) RAINFALL EVENT, CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER ~ ~ ° "•a OBIECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT
ieve4 section Y>`"," ,ut~~` "UYam ,P YulI.W'" ~,4nd~ "'''r"""~ SEDIMENT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE U~ ~ p,V
eu~V"nV v t Iwv,,,. CROSS SECTIONAL VIEW Y~A„ ~~,,F ~u STONE AS NEEDED. ~ _ Z
„,..,„N"a4 ~~,,rau,~~,,~ ~
m ,~~IUk"~o~k' '~wa~.,~„N.,,... rs
Cross-Section View Y°N°" - - - gpT tP9
-r Plan View U{eW ~ " _ ~
N Standard T-section T-section
C A
1 e C®~NT~ ~~~~4~0tialaz¢a:
CC~UNT~' T1' CCU , NORTH Ct1ROT.IIti NORIHCAR°''~ TEIl~PC I' DIVERSION DITCH STANDA TE1l~PC Y L PE RAIN ,o fl ~ ~t~ ~~'~ar~•r, F~, Q~~1C"~°~'~~ STANT~A GRAVEL BL®CI~ YARD ET PROTECTION g~~~
STANDA EFFECTNE:01/31/08 ~ ID~~~~,~~j~'~'~r '
EFFECTIVE: Olr3l/as EFFECTIVE: Ol/31/08 d m
UPSTREAM END OF ~ SEAS
8`-D" MAXIMUM STORM DRAIN OVERFLOW $ 2 ~ 4 ~ ~ a ~~e ®~e~~ I~~~~°
PLACE GRAVEL BAGS SUGH THAT
NO GAPS ARE EVIDENT p 1 j3 PIPE omc©u v
PONDING AREA FOR CATCH BASIN SEDIMENT SEPARATION . ® R DIAMETER ~ ~ • ~ ~ sc a a
SILT FENCE FABRIC p a a; ~D:
MINIMUM 10 GAUGE INSTALLED TO SECOND BACK OF CURB LINE WIRES W F OM TOP MINIMUM 12-1/2 GAUGE CURB INLET DA ~ D '
INTERMEDIATE WIRES
~ ~
GRADE FLOW FLOW BURY BOTTOM _ _ _ ~ ~ E ~ g 5 ~ OF PLYWOOD m ~ I T. ; I-- ~ I~ Ir v ~ ~ v iu s
NOTE: 3 j4" EXTERIOR 'g ~ ~ G? ,e ~
ALL PARTIALLY COMPLETED STORM DRAINS SH L BE PLYWOOD o ~ ~ ro ~ ® W ~
PROTECTED AT THE END OF EACH DAY IN ACCO ANCE ~ c ~ a c = ~ g
FRONT VIEW WrrHTHESE DETAILS. PLYWOOD INLET PROTECTION o ~ o ~ o STEEL FENCE.POST ~ i ~ ~ g
(TYPICAL) ~ a ~ ~ ~ ~ ~ c mks
UPSTREAM END OF OVERFLOW ~y ~ 'a ®a s' yff
STEEL POST PLAN VIEW STORM DRAIN y ~ 'y ~ ~
NOTE. WOVEN WIRE FABRIC N II 11 tYa~~'~n~~~~~
1, USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT SILT FENCE FABRIC II II II II , ii• it p p ~ ~ ~u
EXCEED 1/4 ACRE AND NEVER IN AREAS OF NOTES: NOTE: GRAVEL 8AG SHOULD NOT CONCENTRATED FLOW. E HIGHER THAN TOP OF CURB ii ii II v 1 j3 PIPE ~ ~ o ~ ~ ~ ~
4 1. PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND CURB INLET LET 11 it II ; ' p p DIAMETER ~ ~ n: ~ s a F~ II 11 II b, a u1 tD t° ,04 D: a ~
Z. 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 ~ z 2. USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC (NOT BURLAP) AND FILL WITH ~ INCH slo EWALK 4 op0 ~ Da~. p ° . . nt M ®gs~.~ ,8 ~ s~~.~
PRESSURE ON TT1E SILT FENCE, ~ ~,^.~~''`4 (OR SMALLER) GRAVEL. BAGS MUST BE LAYERED SllCH THAT NO GAPS ARE EVIDENT. / WASHED STONE FILTER ~ ° • u . ~ ~ o ~ s
° 3• INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT N I'~"4u \ \ M GRADE AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. e..;?';i; ,,t / / i \ / ACROSS PIPE INLET s o ' .
WHEN INSTALLING CURB INLET PROTECTION DEVICES, NEVER BLOCK THE CURB INLET. i•• • . ti" MINIMUM COVER OVER \ / ~ ~;I~,I-~.i I I I I- I t I I--I! I-°'111 I I „Li..~ I~~ ~
SKIRT * o ` CATCH BASIN
N y ~S ~ ~ J ~ J ( J HARDWARE CLOTH WA
ANCHOR SKIRT AS DIRECTED / \ _ BY ENGINEER * ~ / T STONE FILTER INLET PROTECTION ~ ~ $ o c~
;~x~
SECTION VIEW N ~ e
IEW SIDE V N~ O ~
C®UIdTY C®UI~TY C®tJNT~ ~ o ~ ~IO~'r~c,aaE~li~n ETA ARIA PIPE INLET PR~3TECTION (PL 0®D NONE) ~ _ ~ ~
N~RTI~~AROI.~a E =OR'tFICAItDLTNA STANDA GRAVEL BAG CURE INLET PROTECTION
STANDA TEIvIPO Y SILT PENC EFFECTIVE: 01/31/08 ~ ~ ro ~ ~
• Oli31f08 EFFECTIVE: 01/31!08 EFFECTIVE. Q~v~o. ~
e*e C3
SIGNATURE a nC I =i
PRELIMINARY u-
DO NOT USE FOR CONSTRUCTION
FOR PERMITTING ONLY
CITY OF RALEIGH PUBLIC UTILITIES Jill

0 CLASS 1 RIP RAP (5EE SECTION THRU BASIN BELOW)
!1 ~ ~ ' \ ~ / ~
DUMP STRAP °rj it NOTES:
a ' 1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES ' j~; : ~ USING STAPLES OR BY TRENCHENG AS FOR SILT FENCE. OM AND SIDES F~ ~ Q f
, --b . n ~ 2. MOST OF THE SEDIMENT WILL ACCUMULATE iN THE 1ST BAY, JTENANCE. ~ /r J
1" REBAR FOR BAG ~ , < WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE. AL FORM INL tut ~ck4 ` 2nd ~ 3• PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH), PRC REMOV ET 5°Isafh~m zs°! ogbavm ' . 5 BAFFLES FOR DRAINAGE AREAS GREATER THEW 10 ACRES. C IN LENGTH). PROVIDE , RIP RAP HEADWAU. ~
DUMP STRAP "a rt~cc . ` r , ' ' ~udaccaucu ~ ; N : ~ 4. BAFFLE SHALL BE 100 G/M2 COllt EROSION BLANKET. 0 ACRES. ~ PIPE --i ~ ~ '1, c ~ / ~
~ ~ ~ TAE . E 5, TOPS OF BAFFLES SHOULD BE 2INCHES LOWER THAN THE TOP OF THI -J: 1V THE TOP OF THE BERMS j • . ~ . ' ~ ~ ~ ' • ° r+;~ #5 WASHEp STONE. 1-0 THICK x 3-0 HIGH MINIMUM ' ~ i ~FTEREACHRACNFALL : ~ : ~
' a ~5 t.. not' 6• INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RACNI A baxmxuzrricc~r~a:, • baw~l~htgacC ~~i~r~~rrrrirrrrii ~ ~
ii
I
R h SEDIMENT SACK
d 1 ~ ~ f t-,- ~ ~ Z J~ Q
i' ~~o ~ PERSPECTIVE VIEtN ~ ~ a
CRASS SECTION PLAN VIEW No SCALE
INST ELATION DETAIL SUPPORT ROPE SUPPORT POST
TO WIRE TO 24" INTRO BOTTOM STAKE T STAKE TO
PREVENT SAGGING OR SIDE SUPPORT V d a• SUPPORT WIRE
d1 SEDIMENT STORAGE j AREAS TO BE DISTUR~D
• ri V ~I~ (CUT, FILL, ETC.) FLOOD STORAGE ZONE HEADWALL ~
' ~ ~ a ' q ~ ° a FENCE AND FABRIC ' 4 a ' ' ~ BURIED IN TREK H ~1' 22'~
" , e4' „ a ' PST 4 . a,.. a a., ' 4 a ,~,_.__STEEL 0 ~ I' . rJf' i i ~ NVERT NATURAL GROUND ~ ~
EXPANSION RESTRAINT 'e ' ' ' o ~ ' , o. ' , 1,5' •s' 3 FLOW ~ ~
(1J4" NYLON ROPE, DUMP STRAPS • • c ' ~ ' ~ a ' , 6" 3I6" TRENCH, COIR MESH OR SIMILAR, STAPLED OR
2" LA7 WASHERS 2 EACH \ ' ' BACKFILLED AND 2' TRENCHED INTO BOTTOM OR SIDE F } ~ \4. < a''4• COMPACTED I E II r ~
e A , , . ; ~ , ; ' NOTES; - CLASS 1 RIP-RAP d N ~ MAXIMUM SEDIMENT DEPTH #5 WASHED STONE ~ Z '°1
\ 1. SOME MUNICPALITIfS DO NOT ALLOW GUTTER " ~'d PROTECTION ON PUBLIC ROADS. 5IlT BAGS SECTION VIEW AT OPENING (CLEAN OUT POINT)
~ ~ AG D TAI L ~ ,a 'a SHOULD BE USED WRH THESE CASES, i E ~ ~ + 4~A
2, BAGS SHOULD BE CLEANED OUT AFTER EVERY _ RAIN EVENT AND(OR AS NEEDED, M1. SECTION THRU CATCH BASIN. FILTER AND CULVERT PIPE ~ m
NO SCALE w ~ J ~
A A ~n
COUNTY C~UNTI' a..~nicr::,c~i,ir~ TR L DE CE : `:r,1ic~,.zo~`, STANDA BAFFLES DETAIL COUN ~Y ~ o
STANDARD SILT BAG - INLET SEDIMENT CON C VI STANDA HORSESHOE INLET PR®TECTION W ~
EFFECTIVE: O 1!31(08 EFFECTIVE: 01131108 EFFECTIVE: 01131/0$ ~ W
c O
U
-Ie' Mm TGP ~F DAM EES-a
Temporary Gast®m Basin DIMENSIONS
TARP PRQTECTIfJN ENTRY WIDTH 6.0 FT
SURFACE AREA REQUIRED 7,585 SF DITCH AND BURY TARP A A LENGTH 12.0 FT EXIT WIDTH 14.0 FT
Z EIRE (MIN, 12') SURFACE AREA PROVIDED 8,254 SF PIPE MIN. THICKNESS 22 IN
INFLOW r 1D' MIN sTRUCruRE ~ WEIR LENGTH VOLUME REQUIRED 8 370 CF MIN. STONE DIAMETER 6 IN STONE CLASS B
Y VOLUME PROVIDED 14,920 CF SECTION THRU WEIR
`.,~,.,Te~ STORAGE DEPTH 2 FT
` TOP OF BERM 156 x 81 FT 305.00 s Pond Oa~kFal9
EMGY. SPILLWAY LENGTH 16 FT 303.50
BOTTOM OF BASIN 142 x 47 FT 301.50 DIMENSIONS ENTRY WIDTH 4.5 FT
EMERGENCY NOTE 1 TEMPORARY CUSTOM BA5IN HOLE REQUIREMENTS SPILLWAY LENGTH 9.0 FT
H?LE SPECS TEMPORARY CUSTOM BASIN: EXIT WIDTH 10.5 FT
DEWATERING HOLES WILL BE INSTALLED IN SETS ?F H?RIZ?NTAL PLAN ~ MIN, THICKNESS 22 IN MIN.STONE DIAMETER 6 IN
RINGS, THE FIRST SET OF HOLES WD.L BE SET 6 INCHES FROM THE DRAINAGEAREA = 4.65 ACRES BOTTOM OF THE RISER, RINGS WILL CONTINUE UP THE RISER IN STONE CLASS B tli
INTERVALS ?F 3 INCHES, HOLES WILL BE 3/4 INCH IN DIAMETER AND THE BASIN SHOULD HAVE 5 HOLES PER RING EVERY 3 INCHES ON THE WILL BE SPACED EQUALLY ARtlUND THE RISER, THE NUMBER DF HOLES
BAFFLES PER RING WILL EQUAL TD THE DRAINAGE AREA, RISER PIPE, THE FIRST RING (5 HOLES} WILL BE SET 6INCHES FROM THE BOTTOM OF THE RISER,
P N I AA BExAAS N DRAINING 2,0 ACRES SH?ULD HAVE 2 HOLES PER RING EVERY
3 INCHES ON THE RISER PIPE, THE FIRST RING t2 HOLES) WILL BE DEWATERING HOLES WILL BE INSTALLED IN SETS OF HORIZONTAL SET 6 INCHES FRDM THE BOTT~t OF .THE RISER, RING5, THE FIRST SET OF HOLES Will BE SET 6 INCHES FROM THE
NOTES ROUND DRAINAGE 4REA TT} THE NEAREST WHOLE NUMBER TD BOTTOM OF THE RISER. RINGS WILL CONTINUE UP THE RISER IN ~ ~
1' MIL FREEBOARD T?P ?F BERM DETERMINE NUMBER ?F HOLES, INTERVALS OF 3 INCHES, HOLES WILL BE 3/4INCH IN DIAMETER AND L CJ r], ~ ~
EMERGENCY WILL BE SPACED EQUALLY AROUND THE RISER. BAFFLES SPILLWAY NOTES; ~ ~ ~
STR CTURE ELEVATION CAP TDP ?F TRASH RACK GENERAL NOTES: tPI~®+~ PIPE ~ I. L =THE LENGTH OF THE RIPRAP AKRON. ~ ~ ~ ~
6' PVC PI t} BASIN SHOULD BE CLEANED OUT WHEN OAPACITY REACHES AN ELEVATION NOTE. BLOCK REPRESENTING THAT THE BASIN IS HALF-FULL. An'aI~F60t6$I®n vice {PERMANENT RISER STRUCTURE ,REFER TD DETAIL SKEET C 93p
. #5 WASHED DEWATER HD.ES 2} PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW " ;F , S70NE FATE tlF PERMANENT AOROSS THE BASIN, REDUCING TURBULENCE. 5' x 5' Inlet Structure ' 2. d =1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT ~ , . t , r r " LESS THAN E" (INCHES). ~ C?
EWATERiNG RISER DURING . ZONE TO TOP OF CONSTRUCTItlN 3} BAFFLE MATERIAL MUST BE SEOURED AT THE BOTTOM AND SIDES USING HOLES Area ' 25 0 'sf . PHASE OF THE STAPLES OR BY TRENOHING AS FOR A SILT FENCE.
PROJECT, _ ;r , 4} MOST OF THE SEDIMENT VALE ACCUMULATE IN THE FIRST BAY, SO THIS VOlume ` 205 O cf (Water Displaced Top of Pond to Bottom of Pond} ~ d 3. IN A WELL-0EFINED CHANNEL EXTEND THE APRON UP THE n 4f POnd} - CHANNEL EANK5 TO AN ELEVATION OF 6" (INCHES) ABOVE ~ ~
' SHOULD BE READILY AVAILABLE FOR MAINTENANCE, . n D. THE Weight; 12792 :lbs , 5} THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPEq E _ , - THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE ~
INLET SHALL BE PR?TECTED ANT -FLOATATION LENGTH OF THE TARP SHALL BE ACCORDING TO AVAILABLE SUPPLY. IF Factor of Safety; 1.20 _ BANK, WHICHEVER IS LESS, ~ T: FILTER
cAS NEEDED) FR?M EROSION DEVICE MULTIPLE TARPS ARE TO $E USED, THEN TARPS SHALL BE OVERLAPPED AT ~ " WTRegd ofAntl-Flotation Deice ; 15350 Ibs WYTH RIPRAP, tARP, MATTING AN1I-SEEP COU.A LEAST 12", THE UPSTREAM 12" TARP SHALL OVERLAP THE DOWNSTREAM x , ± 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
tlR EQUIVALEN7~ EE NOTE 1 TARP. THE TARP SHALL BE 50 MIL. HEAVY DUTY SILVER TARPAULINS OR ~ VOIUme Of Concrete Req'd 102.3 cf (Unit WT of Concrete 150 poi FAR HOLE SPECS DISSIPATER PAD EQUIVALENT FOR U.V, RESI5TANCE. " ' SECTION A-A FABRIC INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION,
CMP OUTLET PIPE RIP RAP 6} DURING THE CONSTRUCTION PHASE OF THE PRO~CT, PERMANENT - - - CROSS SECTION _ ' , STORMWATER RISER SHALL ONLY DEWATER FROM THE TOP OF PIPE. Volume Provided 118 5 cf (5'x5' riser x 1.8' = 45cf, 'TxT footing x 1.5' = 73.5ot) 6®g`gE66lB8tEa/p,P 5' 73 Sc~ COUNT' ~~~~j
T T} POND SHALL NOT BE CONVERTED FOR STORMWATER USE UN11L APPROVED BY
ENVIRONMENTAL ENGINEER, _ _ . ST A PIPE O~JTLET TO WELL-DEFINED C L
EFFECTNE: 01/31/08 ~ ~ ~EAI ~ ~
$ 2~~94~~
CC~UTNTY ~ 9, ~ °m®~'G~~~~~~® ~m
{~~'kI c ~RC37a v.,a NI ASIN ATTAC E~ T4~ PE ANENT SER. STANDA CTJST4 ap ®L_. ®m®a~a®~~`~y~ ®ar ~ra> id
EFF'ECT'IVE: t}I/3I/0$ °~1q0~~~~ ~ p1
NOTES; A A
54 MIN. I
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSUE ICE UP TO ENSURE PIPE 6 ~ . LD, a ~
SEDIMENT ON SITE CQNSTRUCTIQN ENTRANCE IS USED,
~•Y;. A~,~ ' ~ ° ~ 2, IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD i THAT THE MUD ~ 8
, ~ OT MO D BY THE VEHICL T VELING OVER THE. •w° : IS N RE VE E RA . ~ STONE, THEN THE TIRES OF THE UEHICLES MUST BE WA5HED :NG OVER THE. 3 TIMES i.D. ' ~ MUST BE WASHED ~ ~ ~ ~
'',2"3" STONE TO BE USED`'~~',';:> 25' OR MOTH QF BEFORE ENTERING THE PUBLIC ROAD. EXISTING '~i ;t{SURGE STONE OR RAILROAD:,,;'~~~~^'' PROPOSED STREET ~
ROADWAY 'BALt WHICHEVER (S 3, MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR l PREVENT MUD OR SEDIMENT ~ ~ ~
' • GREATER. FROM LEAVING CONSTRUCTION SITE, ENTRANCE WILL REQUIRE PE WILL REQUIRE PERIODIC ~ ~ $ ~ ~ ~
' ~ ' REMOVAL OFSEDIMENT-LADEN STONE ANb REPLACEMENT WTT ta;:.,',er,,:: `'i';.' STONE. REPLACEMENT WITH FRESH
.a'. .t ..5: ~'y.~ WtU PLAN VIEW NOTES; ~ ~ ~ ~ ~ ~ ~ ~ ~ s
1, L =THE LENGTH OF THE RIPRAP APRON, ~ ~ ~ ~ ~ ~ ~i n ~ ~
a~ ~ ~.g
2. d =15 TIMES THE MAXIMUM STONE DIAMETER BUT NOT ~ € 8 ~ ~ E ~ g
PLAN V1ElN LESS THAN 6" (INCHES). ~ ~ ~ b ~ ~ ~ ~
3. A FITTER BLANKET OR FILTER FABRIC SHOULD BE ~ ~ ~ ~ ,
L INSTALLED BETWEEf~'THE RIPRAP AND SOIL FOUNDATION. ~ m ~ h a ~ ~ PIPE
~Q .t M M V V1 P.~ gCN S
h~9~ iRUCTION ~ r.;
35° MIN. 15' MIN. NEW CONSTRUCTION EXISTING ROADWAY
d U
z
' 12 MIN. 6 MIN, , 12" MIN. ~ w
FILTER
~ f~~ FABRIC ~ ~ c SECTION'A-A° N ° ~
FABRIC UNDER STONE
~ ~
5" ~ n ~ S COI STA A FIFE ®UTLET TO FLAT A ~
cRass sECTioN
EFF~ccTlv>1: ot~3lrOS _ _ _NO WELL-DEFINED C L _ _ - ~ n ~ ~ a _ ~

SIGNATURE SHEET J, u.
oAv
STANDARD CONSTRUCTION ENTRANCE
EFFECTIVE: 0 Il31/0$ CITY OF RALEIGH PUBLIC UTILITIES CY

- -g=~.-
APPRaVE? NETFEiD FOR EXTENSket VALVE BDX 2'x 2'x 6' CONCRETE THausT COLLAR
` ~ NO PRECAST~BC@k~TE VDCRYAtNUT ALLOWEA
FINISHED GRADE PROPERTY ° A ARANCE ~ • •a• • •
" ~ LINE MINIMUM 36 HORIZONT L CLE _ D FROM ANY OBJECt SEE STANDARD W-16 •6'•'A CAST DATE r,i"C''';:;:~:::"•:•r..;~;:;;, j,..., FOR CCIVER DETAILS a. •a ;p A 2' ~ ~I~ THRUST BLDCKZNG ~ ~~.~'~•,a ~
FIRE HYDRANT, PUMPER NOZZLE TO .Q, ••o' Manufacturer
~i •r•:.• • BE POINTED TOWARDS FIRE TRUCK AC ~ ^n4 ~ : i. ~•='R 45° BEND " ` 6.~ , A ~
, STANDARD VALVE BOX TRAFFIC FLANGE BETWEEN 6Ti TOP SECT%ON TO BE ~`-2~~ k«y ~ ~ 4
Class 35 ;;fi:;;l•i.'•.'.•~•~_'yrd' - 6' ABOVE GRADE 80 LBS, HEAVY WEIGHT CASTING ~ Q ~ •,1ri.•::;,~~.•;.•,•,.3•,4; UNDISTURBED SOIL ~ QUA
INr"%•'• 5' 3`6" CURB AND GUTTER PAVEMENT SIDEWALK PAVEMENT TEE INTERSECTIEN ~ ~ ~
'•/.e ,ary »;a ~~VALVE BDX ,a?a °X° HAR UNDISTURBED SOIL a°$ o ,t3 " ~ ~ ~
r. • •4•s,a ~ b° GATE VALVE n`x COVER . VALVE $I1 l
,,t•:•>s''• '0 COMPACTED BACKFD.L 1!3° ~ CON(, THRUST ~ c..
t.:' (TAMPED IN 6' L%FTS> VALVE BLOCK BOX PLAN VIEW BOTTOM VIEW » o SDI PIPE ~ 33 ~ N TiBtUST HLOC;C ~ ~ m :y ° ~ ~ N,v : U
.''r;': ~d; 6" MIN,•BRANCH PIPE FOR EXTENSIONS } d~ ti U ~ 3 m AREA D o c.,p4.,~ ~ ~ 0
i; i:'' ~'r'..:. •e~~. MAIN 7~ , %+•:':i TAMPED
~.;t' • ";,vary. ~ i A 'I
3/4° HOT DIPPED o CONC. SETTING SLAB 1- 0°
i'-3°x 1'-3°x a° THYCK ALVANIZED BRIDLE ROD MAY BE COUPLED 3° NO6 ~ 3' MIN, I r r~i ~ a o $ , a;`•• ti, CLEARANCE °Y° HAR .CLEARANCE A ~ ~ A P~ ,~:'a•.;"'
MINIMUM SIDE 3000 P.S.I. CONCRETE ONCE, b` OF A67 STONE b. ,D. OF PIP 6° CLEARANCE THRUST BLOCKING L C@ICRETE SMAtL BE 30.9 PSI • p.• a i REINfORCIt~i ANTS m ~ ~ m 0 .c~ b; • , A''
WHEN ROCK 9 CU, FT. CRUSHED NDISTURBED EARTH, WATER ALV OR WATER IS NOTES STONE MIN. o 0 4" as sas suE ^r s~ WF9fH x eac vnaa a• aax WS9FN m ma ~rc Nl awmas < r r m a etE skvu trot emreaer CZ) 45 BEND$ FAR ' ' ~ v . ; z m y Q n BptS ~ ENDS ~ kffCHAH1CAL '4 'Q,'a Q ; p V - ffi' 08 S'•R4 6& PIPL easy kasm r•Y W LBa EYJI %24 Ya2 f7 G1 JDMi f117IIdG& =0 7c c = 90 ANGLE
ENCOUNTERED L FIRE HYDRANT SHALL DE AS MANUFACTUREfn MUELLER, AMERICAN DARLING, KENNEDY, M & H, MAIN ar a oa~• as m•a~° an vmt W'9C I,ES/FS r~ Ja as Eaas z•Ea r-n g „r 3, TREta~S Slur. k iG ~ 7-i . N ~ ~ STa4DARD DETNt W-3, 4. Sff STAYDAAD TkrUSt FlApf qgy
WATEROUS, (LOW, EAST JCD2DAN iROd WORKS, OR US PB'E~ STAB-TN C,L OR TAMPED ~ • ~ 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA (358-96. D,L PIPE GASKET BACKFILL~`~• ' ~ ~ • ` Note i - 'Water° Lettering must be 1° m vrx •a° ,g •c~a•--v, orea•. avav, ,r < i raeLES, wto rNAU v-u, Pur arffa 'e I° a,. r-r r-r r m a a tit h ~w.k. akIDwrERSECtI~+s ~
3. 6` GATE VALVE SHALL BE AWWA C5~•-86 E)PEN LEFT. ' Raised <Recessed F{ush) 4. STEEL RODS AN9 BtiLTS SHALL BE 3/4' NOT D[PPED GALVANI2ED~ s NlaE9 Nota 2 - Valve Cover shalt be ~ aa• a wb~• rr r-r a• w ~ N vE Du+cRETE tr#usr
'I NOTES 5, FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL PDSTILiN• 3 1/E''S S/?' 1) VALVE BOX NOT TD CONTACT WATER , donestkaity cast, 1, Trenches requiring shoring and bracing, dimensions shall be Natty 5~ Note 3 -cover Host have n minfnum 6, RODS SNALL NOT BE COUPLED MARE THAN [INCE IF THE LENGTH FROM TI$ VALVE TO THE ~ ALL tRAFF'1C CASTINGS MUST HE CLASS kelghi of 25 pounds. ' t~TE9 o ~
taken from the Inside face of the shoring and bracing. HYDRANT EXCEEDS 28FT, THEN A MECHANICAL ~STRAiNENG GLAND WITH A MBAR CAGE 35 ae CaEATE& Note 4 -Cover must be class 35 or 2. No rocks or boulders 4' or SHALL BE INSTALLED Na MORE THAN 10F7 FROM HYDRANT AND POURED IN CtUJCRETE 3) FDR AMY VALVES OVER 1? DEEP, A SECTION VIEW greater, or t. SEE STANDARD >~FAtI W-9 FOR T{~UST >M.OCx k.QCATUIIiS~ .
7. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEHENT ADJACENT TO ROW. VALVE STEM EXTENSIBd RUST BE USED Ta Note 5 -Cover must neat or exceed r= larger to be used to backfEiG BRIM1G TD A I~PTH aF Na Fib THAN S', AASHTa H-20 toad requlrenents• :ed & CRETE StW.4 BE 30~ PSI AND TRANSIT NDtED, ~ a RF~ORCiNG BARS SFk~LI. BE DEfORHED AND TIED TOfiETtRR ~ 4J
STANDARD VALVE BOX ~ ~ L VALVE 8DX WEIGHTS MiN1FP1Pl OF 3, Alt backfilt material shalt be BOTTOM SECTION a TRENCH BDTT~I WIDTH IN vtCB+OTY ~ THRUST Bl9q( DdSTALLATI@r SNAIL BE rh£ NDUP&M A'I6rik a.s. ~ ~ 1
E suitable native matertah `I a. Backfill shakt be tamped In 6' CITY IF' RALEIGH CITY OF RALEIGH CITY OF RALEIGH AS SNOkfN iBd STANDMtD ]TAIL W~ i x BACiCFtll. TAMPED IN 6° LIFTS PER CITY OF RALEIGH ~ ~ l~
CdiY OF RALEIGH lifts, T L E ANmiE SITE WORK,aDNSrRUCTi~i,tmoE ~ ~ DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUHLYC UTILITIES ~ DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC U % ITI S aR ANY aritER Wulf CHAr~s THE GRA W-a. DEPARTMENT OF PUBLIC UTILITIES TDP DF GROUND ~ ~ tL3 c. rlwrssT cp,LAa awssk' BE PacraRr ; • ';Q~ • e 2X2X12° THICK Z
5• Achieve 95% conpaction In THE F82E HYDRANT, T1iE PERSON RESPONSIBLE VALVE BQX INSTALLATIQN 5 1/4° Valve Box Drop Lid backflEL TREPICN HOT7CD~1 DIMENSIONS & BACKFILLING 7NRE ~ H~YnRXAr~rr m sTSP A3~~ AaJ~m~G STANDARD FIRE HYDRANT 6 „g•-s° ~E G~ TFIRUST BLt7CKING DESIGN DATA THRUST COLLAR p °',`,•Sp~NADDDDOTER W ~ ~ FOR WATER MAINS SEE W-10 THRU W-11• 'd
REOUIREPD:Nrs FOR DucrILE IRtlN T /D°-a LE' N TENSTQN DETAIL 4° Skirt INSTALLATIQN DETAIL A D EX . D G , REVISIONS D TE REVISIONS ATE 181/4'-1P DWG, N REV SIO S D T REVISIONS DATE DWG, ND. EVIS ONS DAT REVISIONS DATE ($1 ,TE DWG, NO. VISIONS A REVISIONS DATE BACKFILL (j j ~ -.I o? MECHANICAL
W , NO~REVISIONS A E REVISIONS ATE ' j 3- - H 3-31- 0 ABB x-6-84 _ ~ A. 2- - RRH -31-00 W_18 A 12 04 3/4° THREADED 12 04 W_7 RRH 1-21-00 JpIN7 TYP. L DDS ~ ~ TE M RETAINER ~ STR E R
~;I W-~ - ABB -15- W-4 W 1 D,W, , 9-7-99 - GLAND A STRAP ~ A8~ DOWN DOWN ~ ~
.:-i , r
REACTIL3N BEARING AREAS FQR HQRIZQNTAL WATER PIPE BENDS o ~ ° ~ CONCRETE THRUST BLOCK ;Q ~ C- m• •v. AT ALL 45° BENDS .q.v
BASED ON TEST PRESSURE OF 2~ P~S.L TE/TAPPING VALVE BENDS TQ 3/4 STEEL .RQDS (TYPJ TQ BE w.L AREAS GIVEN tN zB>~ FEET, HQT DIPPED GALVANIZED D.I. 9~ BEND , Q : ~ v SEE W-10 AND W-11, • ®°v ,'Q •Y I •':a, i'a:a tp~,'
HAVE BLACKING ~ aq o'~ ALL BELL 114° 1/4° ~ cl • . •D p' ' Y' ;o•: p; ~ ® ~ 5 MIN, P" S' MIN, ~ z ADD MECHANICAL JOINT RETAINER GLANDS ~ l
~ ~y ~ D.I. PIPE a ~ ° THROUGHOUT ASSEMBLY, ''I ~ U
. ~ h 3Q 4Q•~>lt v. h~ G' Q~ 4h ~ , y~ ~ '.A 6 . v + ~ mN ROD REQUIREMENTS
q~ ~J ''4 F& ° ~ 4& v~k ' ~ • t>•' o o a NIPPLE hs ~v~\ eti~ ati~ p~y~` ~ a a GATE VALVE ~ ~ ~ ~ SIZE OF 45 BEND STATIC THRUST IN POUNDS NI1 OF RODS REQUIRED
Q~a~ 4¢ ~ ~ ~ c?' ~ ~ ~ , ~ ,y ' v a- ' ~'9''~ a a a NQ FLANGE QN BYPASS TQ BE • C A ~ Z ~ 6° 4,328 2
^4r 44r Q J2 ~°o ~ ~y °O °O titi tiv .D : a .Q, v, o 0 y~ ti'`Q~ ar o° ~4~" 4~'ro° ca° o° a`~y° ~ ti°' ..Q• ' HQUSE SIDE, ADDED FRQM l7 z g° 7, 94 4 A a ~ i ~ 12° 17,312 4
a.~•4••d APPRQPRIATE BACKFLQ MIN, 9" QF PIPE TEE TD TEE 6 A ' PREVENTIQN DEVICE NIPPLE -----•----20 1/8° 1/2" a 1~ -1 ~ 16 30,779 8 k < ° 0 24° 69,252 8
111/4° 1,108 1 1 1 1 1 i 2 1 INSIDE METER BQX' SECTION C-C ~ c z - < ~ ~ r-
2 i 1 a i TQP VIEW 22 1/c~ 2,247 1 2 1 ~,pf BYPASS SHALL BE 45° 4,328 2 3 3 1 1 2 5 i
D.I. TEE SAME SIZE AS 90° 7,996 2 4 5 1 1 2 8 1 d NDTESs ~ ~ n ~ l~ 1~ COVER WEIGHTI 13 LBS 5% y ~ M x GENERAL NDTESs
G 5655 2 3 4 1 1 2 6 i 3000 PSI SOLID CONCRETE SUPPLY LINE. PLU SHALL BE USED AS FtX1TING FOR ~ ~ GATE VALVE GATE VALVE 2. LIDS TD BE COATED WITH ~ 1. STEEL RODS AND BOLTS SHALL HE 3/4` HOT DIPPED GALVANIZED
$ DUCTILE IRON PIPE, W ~ BITUMINOUS COAL TAR COATING ~ ~ 2. CONCRETE SHALL NDT CONTACT BOLTS dR ENDS OF MECHANICAL ,kO1NT BENDS. 3• HOLE SHALL BE FITTED WITH A a ~ 3, RESTRAINED MECHANICAL GLANDS t0 BE .USED AT ALT. FITTDVGS•
14 i/4° 1,970 1 fl 2 1 i 1 2 1 p p 22 2/cam 3,922 1 2 3 1 1 1 4 1 VALVE ~ METAL GROMMET ~ d 4. MUST USE DUCTILE IRON EYE BOLTS WHERE NECESSARY.
45° 9,694 2 4 S i 1 2 8 1 FLANGE Fr! D~
° 4 8 9 2 4 15 2 M,J, FITTING n ~ z -"A 90 14,215 2 I A. d.. , ~ ~ ~ ~
PLUG 10,053 3 5 6 2 2 3 !0 p . .A H _ o .Q .A.. Q t~ 12 b , . EXI Z C'' ~ D•I, TEE 1.8" ~ PRE-DRILLED HOLE 7/g" H 4?
0 D tl 1/4° 4,433 2 3 3 1 1 2 5 1 . b, .4 • .'9 0 0 ~ ~ ~
221/ 8,826 3 5 6 2 2 3 9 1 aA ~ ;Ci WATER MAIN T T A WA ER
7 5 9 IS 3 3 s 1EI 2 a°'Q,~'A'~ ~ ~ --i FLANGE QN STREET SIDE 45° 1 ,318 a ~ ° 319$3 8 !b 19 4 4 8 32 4 r•"~ty:•a ~ ITT 90 ,oa,••o" NO1tiH I Z H HLIND FLANGE WITH STANDARD MANHOLE COVER ~ ~ 2° THREAAED PLUG 70 BE USED SEE ~ N m
PLUG .22,619 6 !2 14 3 3 6 23 3 • : i -I 1,75° + ~ ~ MAIN SIZE END PIPE SIZE nE7Art W-2o ~
TAPPING SLEEV I W n -C 16° ~ ITT ~ o M TER ~ ~ 6° ° 12' SAME AIAMETER AS MAIN ~ APPROVED BY ~ ~
li 3/a° 7,931 2 4 5 i i 2 8 t SIDE VIEW ~ o ~ ~ ~ ° NQTESt 221/c~ 15,691 a 8 10 2 2 a 16 2 fzl 1) ALL FITTINGS ARE TQ BE MECHANICAL JQINT a ~a ° ~ 19 1/4° 16 & GREATER pUBLIC UTD.ITIES DEPT O
a 19 4 4 8 31 4 -'j ~ C~ x ° as 30,779 3 1b r~ ~ ~ D 2a SERVICE LINE FQR 10 METER SHALL BE 12 SECTION B-B D~PAVEe~eNr a; ~ ~ ~a
° 56861 15 29 35 8 8 IS 57 6 NOTES ~ METER QPENING 90 L CONCRETE SHALL NOT CONTACT t7 H ~ ~ r+ r'I PIPET PLAIN END LLR
PLUG 40,213 10 21 25 5 5 10 41 5 BOLTS OR ENDS OF MECHANICAL ~ ~ (7 H p 46" 8" METER 54" ~ b METER -T1 I 3000. RS~I, CONCRETE U CITY OF RALEIGH (6' DIAMETER, 6' THICK> x e~AnwE ~ ~
AREAS w sauaRE FEET T R GH JOIPEi FITTINGS, CITY OF RALEIGH a C = REACTRBd DEN2IIiG ARE CI Y OF ALEI 2, SEE STANDARD REACTION BLOCK Z ~ 'i 69~ teASUaED tN a vERtTaL PLldu Rt rNE p N OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES Vi ra 1O METER DEPARTt•~NT OF PUBLIC UTILITIES ~ < ~ ® ~ ~ ~ fi ur RODDYNG ®I
TREP~iI smE AT Ax MrA.E ~ ~ To THE Ttawsr DE ARTME T TABLES, W-10 AND W-El FOR ~ I'1 F•• VET THRUST BLQCKING DESIGN AREA nF coNCRETE REGUIRED, 4° - 24n STANDARD TAPPING ~ --~6 TYP7 5/8' WATER METER BGX DETAIL ~ z ~ ~ ~
USE 6° - 9d) BENB VAUk Fit HYDRANTS Fait ~ ~ ~ ~ A1~ITDFtAL saFETr FACT: SLEEVE AND VALVE ASSEMBLY ~ QUANTITY TABLE H m ECTIGN A-A VISIDNS R VIS D S DATE rt N
REVIS ONS DAT EVISIO DATE REVISI S T R V S DATE I/j d~ ~ VIEW PEA W_~0 D.W.C. -23- W-14 2-3 -9 R H -31-00 i ~ ~ W_25 3-1-87 3-31-00 Kati 10° MAX, 0' ~ I,fI 1-20-05 z ~ ~ ~ #67 1- -
--E ~ ~ _ I ~ E STDN ~d9 ~ y ° ~ s•
~D ~ ~ m n BLOW DFF FITTING w~DO ~ -$r ~ m VALVE V@@kkk§kfi4itd8Fly~
-...4~ 37~ °-m- o r m ,~j 'K ~ v SEE DETAILS W-7, W-8 STEEL RODS AND BOLTS SHALL •~e~e
Lt~tiTt$ Holes Tqp aX ~ v ~ & W-9 FDR THRUST BE 374" HAT DIPPED GALVANIZED G~~~~/,4 3000 PSI CONCRETE ~ a~ ~ an m ~ p ~ a BLOCK INFORMATION ~ g'• ~ ~~l`d
~n H ~ •a H m WITH 4° THICKNE X00 ~ pan
sz 3 ~ c i MEC7RAINING n R S . ~ y ~ 3 M GLAND ~ ~ s
D ROD COUPLINGS ALLOWED ~ ? ~ Q ~ Q ` ~ 1
f/, O "Yy ~&0~ ~6 0 ti
' 10' ' 27~ I P1 BsB, d J°~° q~P ~
~ as a
a
W ' ht; 1,400 lbs. ~ f ! s1~°PaRr TD BE cDNCReTE OR MAStlNARY BLOCK FOR
Typ Shape B` P~NIPEP: ~C4~ZZLE ~ 3° OR LARGER ASSEMBLY jk~ ~ B
Doghouse s CB-SO-6 Lest Iiott 4~)~ W k0 Q3 y p, ro ~
' Pratne And Cover 4'UiT!-I IN:Aa1laN.AL Drop Handle Brought to Grade ~ RT~l~t~RC TOP OF TOP tlF 60" MAX. POSITIVE DRAINAGE ~ ~ ~ ~ ~ ~ 5 ~ ~ GRDUPlD TWICE THE SIZE ~ ~P~ L O ~ ~ ~ ~'~s~
by Contractor 12" -TOP OF VALVE f Tt~R~4~~ a s GROUND F.G, 24" TO FBd13H GRAVE ~ a ~ a 12' MIN, OF R.P, ASSEMBLY 2-Pt.ak~ x PVArr,E / ~ ~ u ~ .s•+ ~ m o y A \ ELBOWS B~.P TaiETNER ~ FLD y ~ ~ C~ ~ ~ @,~
~ z m ti t ~ op n W 'L v• p ~ .a 'm, o• Ae"s, 0•.4;' a :pa'•y. r• 4 ~ ~ ~ 4r ~ ,4~•Gi. ',4 'De O,,Q. h,..y.'la:0e .a. ,i,;A: ~a• ~ ~ ~w ~
. { ''a f ~ ~ ~ A PAD CtED TO ® ~ O "'N .m ROD BACK •-....-RODDING +l b;'."i NAruRa aRal+u~ ~ +-t ~ C1 ~ ~ o N B
• ~ aJti .A -6 -o ~ TO VALVE ~ " "
n~ ~ is"~xtz"x 6 ~ i ~ '~~rT DGGHOtISE ~ 'ti•,. z rn ~
9 -r- ~ tt~,EN ' ~N ~ "J'~~ ? ~ ~ n m ALL ABOVE GROG ,,,N,„ _ _ _ . £ vaE AT F~RASV~tED ~ c10 ~ ~ ~G ~ ~ ~ T ~I 1. ALL ABOVE GROUND ENCLtlSURES MUST HAVE ADEQUATE DRAINAGE (TWICE ro • ~ x FLAtdGE vERncaL I fl. ~ p- Q ~ w ~ 5 ij
erassamstro ~ ~ b m THE DIAMETER Iff GN P1 aH f NOTES 8 OF X67 S119NE 1~2" N~l~k ~ ~ ~ m ~ ~ j 2. REDUCED PRESSUI THE DIAMETER OF THE R.P. ASSEMBLY DR EQUIVALEPIT), ro z +;,~"ar ~ ~ ~ ~ ~ ~ Ci a"~; o O3 09 ~ 01 n 4
2. REDUCED PRESSURE BACKFLDW PRESENTERS MAY HE LOCATED BV A BUILDING A ~ N cn W~H it ~ M67 WASH STGNE p 'y y b.~° PRDVIAED THERE ARE NO OTHER UNPROTECTED TAPS BETWEEN THE MAIN ANA ~ 9 x FLa~i tsEE NorE au qi .p ~ ~ ~ ~ ~ B'P D '
DIMEPISiON "A" , l o PROVIAED THERE 1. METER AS MANUFACTURED BY ~r1TH NAT~~Nr~I. ~ ~ r1 o 1 13 ~ ~ ~ v 'n THE BUILDING SENSUS OR NEPTGNE, STAP~C,A'fdD' THE BUILDING, a~~ ~ ~ ~ ~ ~ ~ ByB f
2. BACtiF[LL TAMPED iN Ei" IIF'TS. a ~ G ~ a 3. ABOVE GROUND ll 3. REINFT)ItCEMEN4: ~4 Q 8" OCEA' $ < ~ ~ m APPROVED ABOVE 3. ABOVE GROUND ]NSULATED VAULTS MUST BE ASSE 1060 ~a ~ R ~ ro r j p' ^s ~ 06 ~ ~ $ t~ r*I a a o g APPROVED ABOVE GROUND ENCLtlSURE&
4. CONCRETE: 4,000 t~I ®28 DAYS ' o m ~ ~ 4, RESIDENTtAL LA1 ca ° k 1, 4, RESIDENTIAL LAWN IRRIGATION R,P, ASSEMBLIES THAT ARE REMOVED ~ p a 6°_ 8°- ~ ~ ~ ~ ° ~ is
E>. ALT,, RFZ BACIC!LO1I PREVENTION TALLBD PRIOR TO ~ uZi ~ ~ TO PREVENT FRE DEVIL B,~ SBT BiS n ~ 5. STANDPIPES FOR TD PREVENT FREEZING IN THE WINTER MONTHS MUST BE CAPPED OFF, I a ~ m ~ ~ >DV~~F i i f L°iT ~ ~ ~ e'~ a~'` 5. STANDPIPES FOR ALL IRRIGATION R,P, ASSEMBLIES w ~ ~ C] Z o < ~~E ~
-N m ARE TO BE COPPI 6) ALL COPPER SETTERS ARE TO HAVE CITY OF RALEIGH Cz3Lt7RSu"~IEAY€1 X ARE TO BE COPPER OR BRASS, ' I ,~j ~ SEE DETAILS w-s x NOTESs "1 ~ ~ ~
A BALL TYPE SHUT OFF VALVE ON ~ &a.TTE. -8'ade~rpelJcrix ~ BOTH SIDES OF COPPER SETTER NlTH DEPARTMENT OF PUBLIC UTILITIES l a 0 6, FOR VAULT DIME 6. FOR VAULT DIMENSIONS SEE DETAIL W-30 m ~ ~ ~ BLOCi( ATiTtaa 1. DRILL fl/4° WEEP HOtf FOR STACK DRAINAGE INTO STONE Z $ ~
HIGH RISE BYPASS THAT LS TYPICAL 1 1/~C"- 2° WATER ~ ~8pe,s'JEtx"i3}GtaSi?FrE'dG'~i781TUS8 ' ~ 7, STEEL RODS AND MANUFACTURED BY FORD' MUELLER, a METER BQX INSTALLATIQN I3~~ 7, STEEt RODS AND BOLTS SHALL BE 3/4" HDT DIPPED GALVANIZED. < ~ ~ ~ ~ 2, DOUBLE 3/4" BRIDLE RODS DN BOTH SIDES, ~ ~ s 3, A RIP-RAP SWALE FROM FROM CONCRETE SPLASH PAD TO 'N" ~ ~ ~ s POSITIVE DRAINAGE AREA IS REQUIRED FOR POSITIVE
AY McDONAtD, (NO E7CCEPtIONS) s fY ra'ax}Itam.~ritr,,F) sir~rs REVISI S DA E EV SItlNS DATE . z by DRAT SAGE r ~ r 4, BDTT 90° ELBOW SHALL NAVE HLIND FLANGE
W_B1 A,B,B• -17-04 ~ ~p6F~srtc~nalwtsstp'=lie,{~~~-~ ~ '~t°flC+'tV H ~ ATTACHED WITH TWO BOLTS, ~ ~ 5. INSTALL WATER MAIN MARKER AT R/W OR P!L TO Z
,:~.,,a ~Tpel .Oaf nrf h'BclFacris eL~rt~e~:i;d is ~u2~lN: a LOCATE' MAIN, ~ ~ 6. 3/4° RODS AND BOLTS TO BE HOT DIPPED GALVANIZER, ~
sites P..iallehar~i~F~a'-BiacA r'" ~ 7, ENR PIPE SIZE SHALL B SAME qq
N SIZE ~ ~ W ~ d ~ _ ~ ~ Qt3 l7 . N
n. O s
N ~
~ cY
ti di n ~ U ~ ~ _ c ~ D. a-a
~ ~ ~ 0 N
AC1U®si
- ~r M
1 TOWN UP UAKP4r-K SIGNATURE - PRELIMINARY :o rl C: C: I
C STANDARD FIRE HYDRANT w
T-21.07 QO NOT USE FOR CONSTRUCTION
FOR PERMITTING ONLY g°
CITY OF RALEIGH PUBLIC UTILITIES

~_~::r~ ~
t&W NANHDLES USE AN APPROVED BETUMINOUS BET~kilN~1S i--T2 BAQS AT 8' C
° ~ RASE SEALANT Tt41T SHALL ~ APPLIED m ' FINISHED GRADE SEE C~OR, STANDARD S-2S THE mP OF THE COi~ SECTIRI m PROVIDE PRDVIHE ,7j HILL C6' HpTERIAL F~ 4' NaB~iLE ~ u HAR SEE LEN('iTH ~ wr. Las. SERVICE LATERAL MATERIAL AS REQUIRED
FINISHED GRADE i~ HAI&~LE fRA6E AND COVER A HATER TIGHT SEAL ~ T2 Bs 5'-9' to tog IN SEWER CONSTRUCTIIIN/SEWER LATERAS ~ ~ PAVEMENT QPTICN SECTION DF THESE SPECIFICATIGNS, y
' a., °p, catKeErE Tma. cu t,~9 MUST BE 2° BEIAW GRADE Cy ~~1--~~ -~~-dd ~~--ff--11~~ WHEN SEWER CLEAN WT IS IN PAVEMENT PROPERTY ~
' ;@ : ;d
24' MAX a;? r c a:m : s I ~ IT MUST BE INSTALLED INSIDE A VALVE LINE . J
- NEW ASPHALT SLRFACE COURSE FINAL BACKFILL ¢ A ~ y = 2° MINDRUM ~ ~o EXISTING PAVEMENT EXISTING PAVEMENT / i :r I~-6' BOX WITH COVER LABELLED °SEWER', CAST IRIBV IIR BRONZE i ; .~CLGAN DUT PLUG i~ . ~ ~ ~ aEtr~cEa tax, FaDTD+c ~ ~ 4' D%AMETER CONCRETE FINISHED _
FINAL- UNDISTURBED $OIL iu a• P!ffiCAST avaaeLe COLLAR 6' THICK p.> GRADE ;:`~U~
, BACKFILL A ~ ~e' ~ l~iSE?~ DN~e' ~ta Mro UNDISTURBED SOIL > 'D • fY SEVER HAD4C
EXISTING 1'-0' ;8 N!a&?B.E COLE A,NB BARREL SUBGRADE ' t',• PA fM CURB ;p. '/%~2~ B¢~ ys ~~~i~ ~ T ~
r, SECTIONS SHALL 1~ AS PER p ASTML STANDARDS f-n apes pr e" cTS-) W ~'NgTE~ ~ ' ~ ' ' ' • ~ ' ' ~ ~ Z
UND%STURBED SOIL ,n COMPACTED FILL • 'D REGUIRED ~ Bn.L ~ NATE+itAL Fttli 4' tdMBDM.E ~ p THE FULL LENGTH OF THE SERVICE. DITCH'SHALL ~ I'" ~
dN 6' LIFTS INITYAL ;i•+':'`~~'''~:- ~ ~I.' b ~I ~ ~ Bat sEE LENGTH ~ wr, LHS. m Bf COMPACTED IN 6' LIFTS WITH MECHANICAL TAh~ ' " ~ ~ f~ n B5 e'-s° 2B s99 a a M ALL TAPS WItL BE MADE USING MECHANICAL'TAPPING,' ' ~ ~
!;2,_~°r; BACKFILL ° ~ Q° RING SEAL PIPE--- :4:~.:: '•'c"•.+'•~' .s~" a ;1•' : o) l •'11'' EK QR RAM N C - 4 -ti-Irtti- -rj- < cL >a caRaeLTe TGTAt Eu, ts5t ~ MACHDdE. FOR PVC INSTALLATIONS, SADDLE'AND BEND ' ' ; u ~ ~ ~ '1't- "~rH'tt'--Tf~°'IT ~S n 9 ~ m MUST Bf BEDDED %N #&7 STONE. BEDDING AND HAULING
YNITIAL ~ ; SPRING LINE :~~~::ft•»' #67 STONE 4' ~ • ,,8° 4° a BACKFD_L ~ h ~ MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL lt7 Q ~
REFER TO S-4 HAUNCHING e g •a P%PE GRADE , b ~ e. °lQl:..a LIBBER BOOT 1 D yn, ~ 8',10° GR 12' TAPPING 1 PIECE OF PIPE ' PVC PIPE tmt 1---7'-0'--~ m D F- r ~ i SADDLE OR IN-LINE btYE
NOTES, & S-5 ( ti 4' BEDD%NG ,•m•,,;,', ~aTeRra. uavERT StaLi. HDT , `;,,•g z ""^^--•-_--.-..BE LOWFR tNPN NAW SPR?iG- L The pavement cut shalt be defined by a straight edge ° ;~v 9• a LINE, Nat8~1.E NEE?S TD BE eaw- , AEIt&P~4CEH cEx, Fa9TTNG Fae N ~ r7 ~ ~ n o 1/16° OR 1/8' BEND MIN, GRADE U°,
'i and tut with an approved sawcut machine, . .D':'>'•+, i ' ' ° SEALE? AN? VENT TO BE f' & The trench s~grade roaterlal shalt be backfilted MINIMUM SIDE TAMP WELL UNDER MINIMUM SIDE ' a • ~ • , t 4 • • ° • b a?ovE tro TEAR fLGaD PLAYN '0 HE f' 9' BRECpST HpNHBLE m<~D~9 .
b° O,D, OF PIPE b° /CLEARANCE •Q,<'. @'<~°'. c'1:Y°.~ .:~•':,q vHEN HM?iG.E TAPS ARE m witty suitable roaterlal and compacted to a ~ar;Ity 6' #67 STONE D. OF PIP 6° CLEARANCE BOTTOM HALF EXf«:SS of 3' amvE GRAM of at least 95'6 of that abta(ned by compacting a WHEN ROCK IS pF PIPE 9° OUTSIDE SYEPS tAIST DE
snrfNe of the materkl In occordance with AASHTO ENCOUNTERED 1 ' O.D. QF PYP 12° "`MAXIMUM SIDE STS ~D,S~ T-99 as mocgfled by NCDDT, CLEARANCE SECTION A-A o `t c a '45° SEWER BARREL OF PIPE TO , . WITH PERMANENT o-a
The final i' of fill shall consist of AHC ~ TRAFFIC ° ~ ~ 3 material composted to o density squat to iDDY NQTES~ TYPICAL TRENCH BOTTOM DIMENSIONS FOR ~-ie Byes AT a' cTS-+ Z m ~ • • EXYSTItdG • SADDLE REST ON UNDISTURBED SOIL PLUG CAP ~
of that obtained by wmpacting o sample of the i. Trenches requiring shoring and bracing, dimensions shalt be taken from the FDOS1ffD GRGRdD Su9P'ACE, material in accordance with AASHTO T-eD as Inside fare of the shoring and bracing SDR 35 PVC GRAVITY PIPE e;: 9;., SEE sEVER DE83GN SECTIWa HHA MATERIAL Fit 4' NAtdBb.E -a ~ ~ ~ MABd , ,FOR SADDLE INSTALLATION ~ ~ ~ -~-••I-f-{-{- G BpR sEe LERGtR rro, vr. LHS, ~ ~ COMBINATION WYE
moolfled by NCDOT~ NDTESI ~ •d 4, Tha entire thtekness and vert{cat edge ofcut 2, No rocks or boulders 4° or larger to be used 1n Initial backfitt, , a. d DETAILS, SEE STANDARD ~ T2 p5 r-s° 24 tes + + a 'O DETAIL S-3P & S-32, AND 1/8 BEND ~ ~ c + (ONE PIECE) t-t ~
shntt be tacked. L For trenches requiring shoring and bracing, dimensions shall . A `q A NDd 9° C!?A~ACfED ?G7 STONE s The same depth of pavement materMt which eaAsts 3, All backfitt roaterlal shalt be suttabte native materlaL be taken from the Inside face of the shoring and bradng, v .a BASE m ?E INSTaLLED o., °A' caRCa~rE TDTAL cu ine + rn Q
shall be reinstalled, but In no case shalt 2. No rocks or boulders 4° or Larger to be used In initial backfil6 .e the asphalt ae less than 2' theca 4, Backfill shag be tamped to 6° lifts in traffic areas, 12° in 3, All backf0.l nateriai shall be suitable native roaterlal, ' ~ ~ AREas, ~ Df
6. The asphalt pavement materinl shall be Installed non-traffk areas, ° FRAM AND GIVER SHALL ?E ~ave (---•--s'-o' m Au Bpses a~ rawa+H+ v nasx ®m~/ N ~
and compacted thoroughly w(th a smooth drum rdler 4, Backfill shall be tamped in 6 lifts In traffic areas, 12° !n d. 1NSVALLED A Hm, Df 1° A?DVe to acWeve a smooth revel patch, 5, Achieve SO% compaction In non-traffic areas, and 95% compaction in non-traffk areas ? ALA; 7. RaFar to Gty of Rnlelgh standards for traffic areas. REnsvacEO oGHC FattBw Fat Q, Z ~ ~ J
a•,y .y; ~ trenches and plTe beddhg f S-4 & S- for addtbnal detnus, T F RA I H CITY OF RALEIGH CITY OF RALEIGH CdTY OF RALEIGH C% Y O LEG 6. If In easement 4° topsoil, and 6' PRECpsr npn~.E CITY OF RALEIGH '
8, No hand patching allowed E NT F PU IC UTILITIES i2° clean select flit Is required, DEPARTMENT OF PUBLIG UTIL%TIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT pF PUBLIC UTILITIES 9, PavemerrE tuts wHttGt NCDOT ROW D PARTME O BL iES f---Ti aR t2 BAQ---~ APARTMENT PUBLIC UTILITIES 1, REINFLH2CEMENT+ M-20 BRIDGE LOADING (TRAFFIC RATED) ~ ® ` ~ !T 2, CDNCRETE~ 4000 PSI @28 DAYS
shall confa•m to the approved STANDARD ASPHALT 7. No boulders 8° In diameter or TRENCH BOTTOM DIMENStImlS & BACKPILLING TRENCH BOTTOM DIMENSIONS AND BACKFILLING STANDARD P~CAST SANITARY on sNce encroachment permit, REgtiiREt~NTS FOR DUCTILE IRL31t EXTENDED BASE OR EAST-IN-PLACE 3. EARTHCOVER~ 0' TD 5' MAX ~ ~ Y ~ ~ ~ sTRAIGar HAR -j REINFORCED CONCRETE BASE
D TA greater allowed in final backfal ADD RED~ORCED CONCRETE PIPE REQUIREMENTS FOR PVC GRAV%TY SEWER MAIN SEWER MANHQLE PAVEMENT PATCH E IL DATE DWG, ,REVISIONS DA REVISIONS DAT LLI ~ --1 ~
DW , , REVYSIONS DATE REVS IQNS T DWG, 0. EVISIQNS ATE REVISIDNS ATE DW Na REVISIONS D Tf REVISdONS DATE DW , NQ. REVIS QNS D TE REVI$%QNS DATE _ i-1-99 A,B,B, -19-04 S_4 -1-87 R -30-00 S_5 TQ NOTES 3-1- 7 D,R.C, - 0 OD S-20 T~ ~ ~ ace 2-u-os S 3 ~ H 3-30-0 -2- 2 R H 2-2i-OS. 5-21 3-I-97 AHB 2-905 s , r a RRR a 9o-ao 6 5 -0 6 ~ ~
-m-4 16"
8~~ with 6m ~ ~
MANHOLE FRAME AND COVER •4; ' • . B64C Boot ~ ~ gp~ wlth ~
a • ,o ' , v ~ v PVC TO D3, PIPE COVER 180 LBS, MINIMUM 4•"Q• ADAPTER -USE 'FERNCQ Cast In B64C Boot
COUPLING 445-401' OR p~ •t1 APPRQVED EQUAL TQ SEAL Cast In 24,E 3,"fl' ~r F°
i° ~ ' 4 RMIT A 'a 4, , v • Q~' R~. • c .
4~~ . a ;d ,~V h~~ ~j 45o PVC SADDLE ~J
~ p Q~,RMIT 'a ~Q ~ ~ , p PIPE CROWM 4,00" ~ 6°
G~, • ~ 4.4•' c~~j- ~ ' ' • • • ° • tlUty
t~ n ,a ~ d ' .4' • m ° FLQ Anchors FL,~ C~dDARD 4' BRO 7~F.C~EANO~T P (Typ 4) Intet,8uttet
23 1/2' 21' ~ ti a' `rLWY-`' it f~/ 24°~ Cast Iron And Baffte Tees LL9
~ p 5° , ~ . ' ' STAINLESS p ~ V ® ~ FACE ~ , ' STEEL Weight+ Rings & Covers Suppiled and Installe Top+ .,900 ibs, Marked by Contractors,
a • a . . o • D CLAMPS o ~ Bottoro+ 7,600 lbs Sanitary Sewer° Baffle+ 600 tbs, Brought to Urade
~`O ~ SAA~E ~ A 2'-0° ~ v , ,p 3000 RSS, CONCRETE By Contractor 8"~ wlth 8sb with
TYP, • • C, Q • • ENCASEMENT OOOOOOO OOOOOOO d' • BACKFILL UNDER PVC SADDLE, B64C Boot B64C Boot
PL N WITH#67 STONE AS SHOWN QND ~ A ADJUST FLUS A STANDARD MANHOLE S-4, Cast In Cast I 6"
a 3/4° SIDE NEW ASHPHALT FRAME AND CQVER
PLAN ELEVATION _L. 2° 1'~
2S 1/16° SLIP RESISTANT CLEAT .<;e`,,c,:: ;.•n'" ' utyl Rubber ° a an
' fn Jofnt 4'-0~
BUTYL-NEK OR T EXIST, A,B,C, PIPE CRQWN P 45° 4°~ Cou-lTn- 45 •:R 42°
- APPRQVED ~ ~ 2 45° 45° - SEALANT 7 1/2' 22° --I STANDARD q 1 ,
BETWEEN FRAME t2 MANHQLE COMPACTED AND COVER BACKFILL GSADDLE 'I8"
T O TOTAL 1° ~------25 15/i6° ELEVA I N CHIMNEY NDT id ~a;; ' • : ~ 6
33 1/4' TO EXCEED 12° P%PE SPR%NGLINE CLfANOUT FERRULE WITH PLUG +'d••`' ,`°''°'d' ~ r ~ ° Plastk Covered < ~
NOTES, 5/8'X3" LAGSHIELD IN HALE PulUng Irons'. ~ ~
DRILLED INTQ CANE OR #3 QR #4 REBAR SECTION 1) AtL MANHOLE FRAMES SHALL BE RING WITH ANCt~R SUNK Tp i PRECAST CQNCRETE SPACER STYLESSTYLES ACCEPTED, (Typ 4) ® ~
~ ODMESTICALLY CAST DESIGtd DEPTH, AND 5/8'X8' CQRRQSION RESISTANT MATERIAL (DONUT RINGS) 2) FRAM SHALL ~ A MINIMUM HOT DIPPED GALVANIZED RUBBER, PLASTIC IN TRAFFIC AREAS INVERTED NUT r®I ~ ~ RAISED NUT ~ ~
WEIGHT OF 182 LBS, WITHIN LAG BST AND WASHER, PUBLIC ROW AND 160 LDS, ONLY, DQNUT RINGS NOT CITY OF RALEIGH ~0'~'A""' ' ~
wfTHIN EASEMENTS. TY RALEIGH CITY OF RALEIGH ALLQWED IN EASEMENTS, CITY pF RALEIGH SADDLE INSTALLATIQN LIMIT CITY OF RALEIGH 3) COVER SHALL WEPGH A CI OF 'IES DEPARTMENT OF PUBLIC UTAITIES ~a "`w "tlb ~ ~ ~ ~a,«e @ S n ~
MYtJ~ OF 120 LDS, T ITIES ~ DEPARTR~NT OF PUBLIC UTILITIES NQTEI GQNCRETE COLLAR SHALL DEPARTMENT pF PUBLIC UTILITIES DEPARTMENT PUBLIC UTILITIES 4) ALL MANHOLE FRAMES OUTSIDE DEPARTMENT QF PUBLIC U IL T R S IP R S S ANT ExrEND 2° BELQW TOP OF LATERAL SADDLE INSTALLATIQN N ~ 4° CLEANTJUT PLUG ~~„w;~.p,~~,~ ~ F ,~DS~so~~e~isz'st`"r' ~ °~C my,gµ,,, PYarrcR919> 49A-7609 Faw~919) 496-7p6
OF PAVED Sld2FACES SHALL BE STANDARD MANHOLE COVER SECTION A - A S ANDA D L PRECAST CONE STANDARD MANHQLE FRAME AND COVER BOLTED TII THE CONE DETAIL WITHDd PAVED SURFACES DETAIL FQR PVC PdPE SECTION aR RING WITH A MANHOLE STEP DETAIL
OF 4 BQLTS PER REVISIQNS T V S ON DATE REVISD7NS V%S S DATE EVISIQNS DATE R V DATE MINDMJM RE ISIONS A ATE _ _ 7 R 3-i-87 _ - - - _ FRaME~ R 30- - - 9 05 DATE EVISIO S T R I DATE ~ 9-t-9 RRM ~-~-oo ~ ~ 5-34 aw.c, 9-27-se ~
7 2 3I -i A a. S 87 S 29 3-30- RRH S'2~J RRH - -0 i Y,C,A, - 1- AB G!
DdM °A' ' j>
GROUT BQT 9~~~T~#10Yk~09t~9;1®~~ a p ~ ' °®p~~rm4v~ra° ~ ~~i
SIDES 'e '6
OIL AND GREASE TRAP
M ION CHART ° DI ENS A f'I DIM B ~ S~Afl~ 2444 ~ ti
° PRECAST BAFFLE CAP CGAL) DIM °A' DIM °B° DIM °C° DIM 'D° 4' THICK 600 T0° 4'8' T0' 3° ° ,
' 750 T0° 4' T ° , ° ,
~ S 2 O NOTE: R4L VERTICAL A5PHALT SURFACES SMALL t3E TACK CQATfO. ~0'°a ,g~~®~~~ ° ° ~ai P q1
, ° ! ° , I , ,q 1500 112 58 T2° - , a , • a * . a. e; , "e ' d . . ~ , , a' , ° 5,80 7,2° 4,11° 9 B9i6 F
, ° , J , v 4.7• ADJUST TO .~.--LpCKDdG FRAME & ~ ~ 6°8° ' ° 5'6' ~ ~,y"~~
F%NISHED COVER, A%R & , , , ° gp° ~ GRADE GAS TIGHT , ° , ° , ° q'ry
3 DO 57 50 ~ ~ MATCH E%lSTING ~ B LINE & GRADE . ~ 0) ~ ~
1' , ° ; 9 il' 8'31 6'2 C aJ•-~
° 4 000 19'11° 9'il' 10'5° 1~ NEAT 5AW GUT ~ ~ ~ ~ V ~ B ~
-G . a 2° ?J .,o OPEN ~ ~ B i ~ L
INLET pUTLET f) ~ NOTES) ~ 'q ~-2 ASPMALT ~ Gl m ~ c ~
" 1. CQNCRETEi 28 DAY lac=4500 psi 9d1 sl ..l MINlMUI4 8" ABC 0 ~ L ~ ~ O ~ ~ ~
~ DIM 'C" 2, REBARi ASTM A-6i5 GRADE 60 4; tr 3. MESFh ASTM A-185 GRADE 65 ~
x 4, DESIGNi ACI 318-83 BUILDING CpDE ~ _I ~ lei { , ASTM C-657 MINIMUM STRUCTURAL DESIGN
'r DIM 'D LQADDdG FQR UNDERGRQUND PRECAST PRECAST BAFFLE I` fl a ~ gnry. c~i. ~ a ~ ~a
4° THICK 'e CQNCRETf UTILITY STRUCTURES DIM °D° ~ 5, LQADS~ H-20 TRUCK WHEEL WITH 30!. IMPACT PER AASNTO 1'D' 6, FD.L W%TH CLEAN WATER PRIOR TO START UP pF SYSTEM N ~ tD ~N ~ 0~} ~ °$B
7. CQNTRACTOR TD SUPPLY AND INSTALL ALL PIPING, SANITARY . , H, • pie;', : w , • ~°a ~ " TEES, AND 4° DUAL SWEEP CLEAN OUTS (FQR CLEANING TQWARD ~ L y v
AND AWAY FRAM TRAP QN BpTH THE INLET AND OUTLET ~ LENGTH ~ LENGTH SFDE). ~ ~ Ck tY ~ K ~ ~ R CONPAGTEa BACKF9LL 'B
8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED ' BY SEPARATE SEWER (95 ~ ASTM C-699j w § Z?
DETA%L 40A CONTAINS THE DIMENSION CHART FDR THE pIL/GREASE TRAP 9, ALL PIPE PENETRATIONS SHALL BE WATERTIGHT u~ 6" LAYERS @dA1i. ~ ~ 4 ~ ~ ev ro a~
DRAWING NOT TO SCALE ~o ~ ~ ~fi
CITY QF RALEIGH CITY pF RALEIGH _ wd N ~~$~RGc
DEPARTMENT OF PUBLTE UTILITIES DEPARTMENT QF PUBLIC UTILITIES
QIL AND GREASE TRAP SIZING IIIL AND GREASE TRAP DIMENSIONS
REVISIpNS ATE SIGNS DATE REVISIQNS D T REVI I S DATE ~
RRH /9/00 S-41 RRH 3/9!00 S-40 A B A ~ I'- ~
o ITI 111 Ill I I~I
W
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SIGNATURE Zonr r W
PRELIMINARY u-
DO NOT USE FOR CONSTRUCTION U?
FOR PERMITTING ONLY : a
CITY OF RALEIGH PUBLIC UTILITIES
ZERO I

= ~ ~ I o ~ i tJ--d~--- I
' - ~ i ~ I t
/ r i ( / / ~ ~ 13•CF 1 ~•QF `~•QP 3•A I ' 11 3•c 5•AC I r ~ J NDSCAPE REQUIREMENTS: ,
tlAWJBIE AS UP@47E0 Sr TFE E ®w w I w ® ®w ®w w ® ~ ® ®s~' wle~ w ® ® as ~ ~ ~ `3aAC 1 I ~ ~ ( ~ 1 S 1 1 f TREE CANOPY COVER REQUIREMENTS o o ~ 1 I,,.,' ~ cro i , ~V
' ~ I r~rl. rrr~. / / / ~ ` ~ " ~ II tJ TOTAL SITE AREA: 15.0 AC ~ w
SREEPROTECTIONAREA I __r,~ N r J / / / ti \ ~ ,1 TOTAL PRESERVED TREE COVER AREA: 3.7 AC ~ ¢ ~ f ; N ~ ~ I t ~zo~ ~
L&tl,q WL DO ~T EAOTER MN.ai•i/R QA~ ~ ~ / m Lid 9'S~S MEU~pL1E / . ~ ~ / / / _ _ _ _ _ ~ f ~ I \ ~ I ~C ~
~iFS } - ~ , - / , ~ ~ ~ / ~F \ 6-A ti ~ .AC 3•AC •AC 13•AC ~ t ~ C ~ •AR ~ ~ ~ (t t TOTAL PRESERVED TREE COVER 24.7%° ~ ~ I --I CW ,3 I ~ d / ~ O
, / ~ ~ ~ LIMI '6F SIDEYA~tD , , ~ . ! ~ ~-AR i AR ~ 1 1) j 1 ~ I 'MEETS REQUIREMENTS FROM 7.1.H,2.d a ~ ~ N ' . : ~ ~ ~ _ ~
~ 05r r,,s' - , / ~ 1 A~ / ro ~ ~ ~ IMIT I IMITS OF STR~ET Y D 1 / ~ ? 8 .1 N ~ ~ ~ i ~ U ~
~UVEN tlRE FA~SC / / / r r ? ° ~ \ , ~ +R ~ I YARXN6 SCI - ~ l / r.' / ° - r. - ~ ° I e., IXtANIiEe W ~SSTT6dT - ~ r r' _ a ~ ~ t ~t~ ~ ~ ~ ~ J`f 18•~4i ~ Ij! 1 ~ t~ ! ~ STREET YARD REQUIREMENTS. > _ ~ ~ ~ _ ~ ~ ~
I~H TENSik STREtCTH , UY AESLSTANT / r / - ~ a o F9Gtl SAAR$AOE FA$AIC tiTR6AU f$N ° TEN3LE 591~9N ~ / ~ / r / e . e o ~ . ~ a ~ RAYNOR ROAD ~ Y Q O I t 3'C 1 t 20' STREET BUFFER REQUIRED PER TABLE 7.1.K,8.c ~ ~ ~ _ ~ z ~
Pp.Y BARlbCASE FAQ [PYPCdi.9 / / l r ~ ~ ' e e
t ~ d ~ AREA OF STREETYARD: (FROM FACE OF 19UlLDING TO RIVI~ 94,359 3F ~ ~,4 , ~ i d j POINTS REQUIRED (0,025 PTS/SF FOR COMMERCIAL USE}: 2,358 PTS , '~~I Q ~
T 1 n'yP. / ~ ~ I 1 PLANTING PROVIDED: ~ ~ ~
TREE PROTECTION AREA ~ / i ' r r i" ` r ~ ~ $ l I t ~ r O EXISTING TREES TO REMAIN r i m O
OONOTENTER I rr /r ~ ~,y=fbf 1 ~ j i i t i B1FFE YAR ~ r % EX, 10"RED. LE 140 PTS. EA. = 40 PTS ~ ~ ~ ~ x ! i ~ 3~CM ~ ~ ~ ~ U 4
I J ii ~ i ~ 40SFANNUALS ' - PROPOSED TREES ~ ~
WARNING 51GN DETAIL ,r / / . / / - ; - / r ~ ~ r ( SIDE VIEW / / ,r a a~ a a e aJ / > A ! 1 r 1 ~ I I 1 RED MAPLE:13 ®32 PTS EA= 416 PTS ~ ' 'r
borrse ~ ~ / / RAA~Ni Ta aE maaE d s RF.irr¢RF~oF ~arEr~.. _ _ r / ~ ` a ° / ~ m ~ / / / / E PY . I r ROPOSED WILLOW OA6412 32 PTS EA = 384 PTS ~ SWEET BAY MAGNOLIA: 2 25 PTS EA = 50 PTS 4N A S 1 SIN TOWNHOUSE CRAPE M.:10 15 PTS EA= 150 PTS (J
LET8~t5 T@ ~ ~Mtaa WNiAt aEARLF dEt'~E AIY) SPAfSD AS sY7ASfl1. ~ - ~ ~ , / i ~ ° F'°` ~ ° ° ~ / - / / / / ~ i' ;i , S N A $ saes Dui. ~ ara~n AT Errwx~na dfTERVALS. r / / / / . ~ Skil A7 EApi fA@ cSE'AR TREE PWOTECi%W AW, so°aLY CENTER tAEaO'AFrER. / ~ o/ o e e . o c ar o e ~ ! r - / PaACE A
s,A F~ TREE PAOTECTIpi At~AS LESS 1NAN RLIO'pf PERS~TER.~OYdE IA> LESS iNIN Qa£ SEiY FLA FRSTE6rmV APFA. ~ ~ ~ ~ / % . j ~ / / / / / / J ~ ! o i m o , o o ° ~a ° / / / ~ , / / iry A1TApa SKi~4 ~LrAFLY 70 FENGi PLSTS Ah9 FASRC. ~ i -i / 8•" i t . 1 t 'YOSHINO' CHERRY: 3 25 PTS EA ® 75 PTS r i i / " d WEEPING'YOSHiNO' CHERRY:1(~ 25 PTS EA = 25 PTS
C $fANTAW TREE FASTECiNN FENCE dtR OtWAtiOPf FRA~Ci.. i / / r - ~ , / ~ a y~ o e e e o ° a./a ° r / / / g / ~ ASmT$R'u SaGA3 Tar eE NEOU~YEU sr err z~ Rq,EaCN E~cTmxs REaiw7ArNi ea~a a AcruiL F£t0 tAI~iRWS. ~ , , / / / / ~ / i / / / / / f / ° „ ~ ~ ~ >.t ti ! WHITE DOGWOOD: 3 ~ 25 PTS EA = 75 PTS `
~ 6CiipY ~ apex GFNTFR arrEN, / / / / ~i°/ / ..i / / / PdACE A i1t7d AT EAGt Ea0 OF l,~AaT PNFE E c ~ / i / /T`REE PROi'ECTI FENQtNG / / t } rl . ~ ~ TOTALPROPOSEDTREES: 1,975 PTS
/ 7, / / t r ~ ~ % OF TOTAL PROPOSED POINTS: 45.7% c®o ~
7D ~ "a o ~ NOTE' FOR TREE PAOTECibN X / r r' / / Py , t • a a e . ~ / / , / / r r' / ~~Y / ~
/ ~ / I r / 20•VL. 4, I / / / / 1 r J d / PRO DWARF BURFORD HOLLY:150 ~ 6 PTS EA a 900 PTS ~ ~ ~
~ nO CJ x7 , / / / / , Leo , a ® ~ M ~ t ~ ~ / ~ / / / / r / 55 ZL, / /ANNUAkS 1•PY d .Oyy ~F„ r / / / / a era ~ l / /.i / ~ / / l ~f t / 'MINOR' INDLAN HAWiHORNE, 80 3 PTS EA= 180 PTS ~
~m STANDARD TREE PROTECTION DETAIL r - / , e-' + ~ _ ~ ~ _ / My . 20•,~L I ~ I 1 I ~ CHINESE UIflTCHHAZEI: 24 ~ S PTS EA ® 72 PTS g• j ~a i VL Iii I I' 1 I A KRUSCHKE RHOD0.:14 ~ 6 PTS EA = 84 PTS ~
° m ~ ~ ~ NOTE: CONTACT TOWN OF GARNER PLANNING DEPARTMENT AT 919.772.889 r ! / / , , ~ ~ J J I , ~ / / ® / 7°?!- / C7 r i J ~5Q-VL / 1 9 I ~ TOTAL PROPOSED SHRUBS = 9 w238 PT5 Z ~
~ p ~ 5 FOR TREE PROTECTION FENCING INSPECTION PRIOR TO GRADI ~ / ( / / ~ ~ ~ / / ~ / , / ~3 , / , 3 VL , / ~ /
/ ® / 10•M / 1 % OF TOTAL PROP05ED POINTS = 51.3% ~ ~ / 9 SF 1• ~ ~ H t I ~ TOTAL POINTS ® 2.451 PTS ~
m / l / l / / r'~ < / l l ~ / ~ l ' / / ~ / / / / ( \ / / / / ~ / ry / / / ' S i® ~ . ~ / / .ANN .ANN i I rp ~ ~
~ / ~ / / • / / ~ / , / ,-~.ROPOSEDQUEST L-_ t ~ ~ / / r / / / , r / ! i. 2•C ~ ij i ~ I WATERFIELDDRIVE
~ ~ / / ~ / / / / / LLOWSHIF URCH ~ 3 j °t t 15' STREET BUFFER REQUIRED PER TABLE 7.1.K.8.c Z I® 1 t ! i~ 1 AREA OF STREETYARD: (FROM FACE OF BUILDING TO 146,331 SF
t 1~•MG i I rd t POINTS REQUIRED (0,025 PTSlSF FOR COMMERCIAL USE}: 3, PTS
- ~ ~ ~ ~ I i I I~ r / 1 PLANTING PROVIDED: t ~ 1 t 1 EXISTING TREES TO REMAIN
\ ® ,1 I ~ r ,'1 S t 12 r 10•MG I l . d t 1 EX: 8" RED MAPLE: 2 ~ 40 PTS EA. ® 80 PTS
~ _ / ! ~ / \ f 3•VL J 195 SF I 'spy ` ~ \ ~ ~ / / , J , ~ I ( I / / ( / / J ,3'S•VL 195 SF I 6 ! jl l 1 EX. 10 RED MAPLE: 8 50 PTS EA. _ 450 PTS ar . ~ A , 3 ~ EX, 92" RED MAPLE: 2 ~ 50 PTS EA. = 100 PTS `j
I EX. 5" FLgWERING PLUM: 4 ~ 50 PTS EA. = 200 PTS
~ t I t rt i II I r°I i EX. 10" HA D MIX: 25 50 PTS EA, = 9,250 PTS
r 1-PY \ / ® ~ It rd II I TOTAL EXISTING TREES ~ 2,080 PT3
® ` t \ ~ ~ ~ ` \ _ _ ~ / ~ ~ 4 / / ! ~ / ~ / / \ , i / / / _ \ ANNUALS 1
/ ti_ ~y ~ ~ /°.°l / J I ~ / i~ '20. L ' / I l d Vfp IJ I 1 PRO ED TREES I i r ! I ~ RED MAPLE:11®32 PTS EA = 352 PTS
i .ery / ~e ~`m„ ~ ® -290 . G / / , f ( ~ i ! ( r y ~ i r ~ _ t VNLLOW OAIC: 7 ~ 32 PTS EA ® 224 PTS ~ ti / I ~ ' - ` t 'YOSHINO° CHERRY: 3 ~ 25 PTS EA = 75 PTS
/ ~ A ~ l ~ ~ 1 / / / / / ~ ~ r , g ~ i L j d I WHITE DOGWOOD; 94 25 RTS EA= 350 PTS
~ ( P.} ( ° ~ \ \ ~ \ ~ ~ _ _ / ~ I~TSAF/Sti ~T ~ ~ " / ~a 7` ~ ` ~ - ' 9•PY •qP• ~ ~ i ~ - TOTAL PROPOSED TREES = 1001 PTS _ I ' ~ 'I ~ %OFTOTALPROPOSEDPOiNTS~ ~ 52.2% ~ ~
/ v ~ ~ ~ . y ~ ~ ~ ~ ~ , ti 8 S 8 r t
( e(®eav.° ~y ® / if 1, / l / (r l / / ~ ~ 'd ' ~ ~ PROPOSED SHRUBS ,
l \ ~ / 1 ~ / r / I r e(. \g ° ° e ~ 1 " l l 1 ~ ~ l l r ( r (r / % / / / ~ PROPOSEDTREELiN~ ~ i / ~ 1 a~VL f DWARF BURFORD HOLLY: 58 ~ 6 PTS EA = 345 FTS ANAH KRUSCHKE RHODO,: 50 6 PTS EA = 300 PTS S ~ ! \~c ZABEL LAUREL: 45 ~ 3 PTS EA ® 135 PTS
l l ,l<e l / !I r ~ !l~ l l l l ' / / f~P} ~ ~ S - ~ ~ YARD ~ `t . ~ ( / / LIMNS OF REAR ~ ° ~ ~ ~ f - / / / / _ ~ ./.\aa~a°° ~.aa / ! (i I ~ I ~ 1~ ~ / / ~ A UAL A UAL ~3~p. I CHINESE WITCHF{AZEI: 44 3 PTS EA ~ 132 PTS
( ° a ° ° ~ . ~ 1 l i l ~ 9 Xrl t 1 '
° ° ° ~ a ° ~ ~ / ( . / ! ! I f I / ( / ~ . PROPOSED TREE _ _ ~a ° ° ~ ° ° ° l l ~ ~ ~ I ! / / /PROTECTION FENCING " 18 ~ TOTAL PROPOSED SHRUBS ® 915 PTS ~
1, 0 i ~ ~ ° / / ~ ~ / i ( / ~l l ~ 111 I l ~ i / ~P} ' % OF TOTAL PROPOSED POINTS = 476% ~ 1
~ I 1 ! I TOTAL POINTS = 3998 PTS ,
° ! / / I 5 2Q io P ~ ~ ,
~-g°--_ . , , e . i / J r r ! / ~ "1 r r f r ( i 1 / 3•AR ~ ~ C ! ~ ~ 5•I _ ~ • ° t . . ai t / / ® ( J f ! d ~ 1 ! 1 ! l ( 5•AC 3:C~ / 5•I P I \ ~
o.• . / vs al > ~ . ° / 1 ( I I ~ t ~ ( ! 1 r 1 ! 1•AR r 1 SIDE11dEAR.YARD REQUIREtNENTS: ~i 1 1
I ~ ' B I 1 ' I ~ 1 SIDE YARD (NORTHERN PROPERTY LIMITS): 15° BUFFER REQUIRED.
~ ~ f •MOS? EXISTING VEGETATION Wi~HIN THE LIMITS OF THIS REQUIRED BUFFER WILL ~ _.z$ ' ~ , MULCH LIN j ~ ~ REMAIN IN PLACE,. WHERE EXISTING VEGETATION IS SPARSE, PLANTINGS SHALL .
~ a P e el. e a a e../a e a a ar / 3AC l . e . < . e h . ° d ~ j / / r / r ~ A° I I 5•~W 41AC ~ " ~P'} ~ f BE ADDED TO BRING THE BUFFER TO CODE, ~
~ , , ` ° ' / 'TREE PROTECTION F CI ~ i ! ~ I ' ~ ~ r. ILL
8 ~ t REAR YARD (UdESTERN PROPERTY LIMITS}: 25' BUFFER REQUIRED .MOST EXISTING VEGETATION WITHIN THE LIMITS OF THIS REQUIRED BUFFER WILL ~ ~ ~ -a - it ! RE N IN PLACE. WHERE EXISTING VEGETAIION IS SPARSE, PLANTINGS SHALL
a 1 BE ADDED TO BRING THE BUFFER TO CODE.
4 ~ _ y BUILDING PLANTING REQUIREMENTS:
s~ , / / / / / ~ / / ~ / ' ~ r' , ~ - _ TOTAL REQUIRED POINTS: 6,019 PTS
f;~ r ~ l / / / ' / r ' ' C I,' ~ / PROF D PU IC I i ~ ~ x TOTAL BUILDING PLANTING POINTS REQUIRED: 6,018 x 10% ®802 PTS
---'`'I / / r - aria EASEMENT ; , ~ ~ / / ( (T~YR) J / ~ ~ ' } ° i ~ TOTAL BUILDING PLANTING POINTS PRgVIDED: 695 PTS 4....,...,... i JJ~
~ VEHICULAR SURFACE AREA REQUIREMENTS
f / _ i T ~ t TOTALVEFgCULARSURFACEAREA: 79,7045E f'
/ ~ , BM 1 f t TOTAL PAVED AREA: 60,588 SF
- ~3°AC / BAR r'i® 9 _ - - - - - - - . - _ J TOTAL LANDSCAPED AREA: 19,136 SF a ~
! , I ` - , _ j ~ ' 1~`' ' TOTAL LANDSCAPED AREA 24,01°k9
2 QP ~ I ~ I t ~ 1 °MEETS 8%REQUIREMENTS FROM T.1.L,4.b,(d}
~ '
. _ „rti' """N° ` i
/PIPE "'a ' -
/ 6~' ~ - ".d• / /
I ! ~ TREE AS SPECIFlED
4-AC °m~"" ~ a ~ GENE L THIN OUT D AND ! BROKEN BRANCHES. ~ s
/ . ~ t. CONTRACTOR SHALL PERFQRM ALL LANDSCAPE FINE GRADING, SEEDING AND10R SODDING, PLANTING AND RELATED WORK AS DO NOT CUT MAIN z ~
INDICATED IN THE PLANS. ' 2. KEY REFERS TO PLANT LIST. CONT. TOR IS RESPONSIBLE FOR MATCHING QUANTITY INDICATED ON PLAN, I LEADER, ~ ~ ~ 8
1 3 PLY REINFORCED ~ ~ ~i
>1 RUBBER HOSE. ®
~u'1~ ~ ~ ~ 1. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINALACCEPTANCE BY THE OWNER. !F AREAS ARE NOT COMPLETE AT THAT TIME THE WARRANTY PERIOD SHALL NOT START UNTIL RECEIVING OWNER ACCEPTANCE. 1 DOUBLE D OF ' 12 GAUGE'WIRE> ~5 w ~ I
f-i ~16~WShl Church ®LandSCa mn Schedule CONTRACTOR SHALL EXPECT THAT MINIMAL OR NO MAINTENANCE WILL OUR AND HE SHOULD PRICE HIS BIDACCORDINGLY. ue~~ F p p ~
tit' ®l t S I'~ad COnlrTtgn>tS TREE TRUNK Z~ 2x2x40" MIN. AS SPECIFlI~° 3~ v~
Cady 13otanlcal atrt~ COInTnOn altle . Qty. CaUp 9 p P T TE L USED FOR INSTALIAT1pN SHALL BE AS INDICATED ON THE PLANS AND IDENTIFIED ON THE PLANT LIST. YdQOD STAKE TURNBUCKLE TYP<. ~a °8
- Tr~eS 1. ALL PLANTS '•i 2. ALL PLANT MATERIAL SHALL BE A FIRST C REPRESENTATIVE OF THE SPECIFIED SPECIES. PARK GRADE MATERIAL WILL NOT BE \ 30 M?N> DEPTH USE 3" SHREDDED DYdOOD ~ ~c ~
II AR Acer rubrum 'October Glory' October Glary Maple 27 2.5" 1Z MiN BB, Specimen ACCEPTED. 4 PER TREE> MULCH
CF Corpus florlda White Dogwood 22 1.25" S MIN BB, Specimen 3. IF A DISCREPANCY OCCURS BET4rUEEN PLAN AND PLANT LIST, THE PLAN SHALL GOVERN. ~ , , J a I DETAILS. ALLED PER PLANT NG I en Multl•stemmed 4. ALL PLANT MATERIAL SHALL BE INST ° ownhouse Cra M rtle 10 1.0 6 MIN BB, Spec m , a FINISHED ER, 4" H
CM Lagerstraemla x faudei Townhouse T pe y L REQUIRED LIME FERTILIZER, MULCHES ETC. AS REQUIRED TO PREPARE PLANT PIT FOR PLANTING a. Sweet B Ma nalla 7 1.25" B' MIN BB, Specimen 5. CONTRACTOR SHALL PROVIDE AL , " GRADE, ~ ~ ~ , ~ z 3 SHREDDED IiAROWOOD e ~
MV Ma nolia ~r iniana a1+ 9 DED BY LOCAL AGRICULTURAL AGENT. ~ g i1 AS RECOMMEN ' ostNno' Che 14 1.25" B' SIN - BB, S~clmen 6 ALL PLANTINGS SHALL BE MULCHED AS PART OF LANDSCAPE INSTALLATION V1hTH 3" OF SHREDDED HAR D MULCH.. MULCHED w ~ PY Prunes x erbensis Y nY w ~ MULCH m
Y • ~ 1.25" 8' MIN - BB, S cimen AREA UNDER A TREE SHALL NOT EXCEED 2 TIMES WDTH OF TREE BALL. ° is PS Prunes x yerbensis Shidare Yoshlno Weeping Yoshino Merry 1 - pe ~ ~ . SAUCER 4~'~-~`~:. L 0 TREE , ~",I ~ ~ ~ ~ .1~-~, ~ r t, .f.~ ~ r I ~ ~REMOVE BURLAP ® ~
I BB S cimen 7. ALL PLANTS SHALL BE OF THE SIZES SPECIFIED OR LARGER. LARGER VARIETIES OF ONE PLANT UNLL NOT OFFSET THE USE OF ~ ~,~1~ ~ OP Q~rcus phellos Willow Oak 15 ~ 2,5 12 M N ~ pe SMALLER PLANTS IN OTHER AREAS OF THE SITE. m ¢ ®VD,i"`~ < ~ I~*;~' -rs ~ FROM TOP 1/3 ro ~ ~3 ~ m J i^,I~ ~mti i OF TREE,
S. PLANTS LEFT AT SITE MORE THEN ONE NIGHT WITHOUT BEING PLANTED SHALL BEHEELED-IN UVITH MULCH OR PLANT MIX. 'l; .,J1 ;,~,I:~II , F ~ CUT AND REMOVE BURLAP ~3 ~r, ~~i ~ s
UNLESS OTHERWISE SPECIFIED WITH A MINIMUM MIX OF 213 NATIVE SOIL AND 113 PEAT 9. ALL PLANT MATERIAL SHALL BE INSTALLED, MIN. h ruby MOSS. IN POOR SOILS USE ONLY 913 NATIVE SOIL AND 113 TOP QUALITY TOP-SOIL WITH THE 9i3 PEAT. i MIN l!,I~ <f „~z>` d ~ FROM TOA 9~3 OF BALL, , u~?<~ , d .~I~,1t~~',"'1,,. ' PREPARED PLANTING IW ~ f j~~ 11 f fa ~ 12"
° d'an Hawthorne 60 1B^ MIN. 18" 3 Gal. Container 10. ALL PLANTS SHALL BE PRUNED OF DEAD AND BROKEN BRANCHES. PLANTS WHICH ARE PRUNED BEYOND THE NORMAL GROWTH HABIT IH Raphialepis umbellate Minot In r +E'<r <'; ;~~f 12 MiN. ~ SOIL MIXTUREe ~ t T~,~~ MIN. SEE SPECS>
I;~; 24" 5 Gal. Container OF SPECIES WILL NOT BE ACCEPTED. BH Ilex corrxda'Burfardir Dwarf Burford Holly 208 24 MIN. ~j~,~l~ ~~''1("~j~.l~~~..~ PREPARED PLANTING SOIL
Chinese Wltchazel 81. 18^ MIN.. 18" 3 Gal. Cardainer CW Loropetalum chiner~e L C PEI TAL Ti MIXTURE. SEE SPECS. DIAMETER OF ~81llP1tt® BALL DIA. fi' MIN. BALL PLUS 24" `6b®~11 ~®i~8 u~
CH Lora talum chiner~e Chinese Wltchazel 8 36^ MIN. 36" 10 Gal. CaMainer (at dumpster waBi) pe ^ OF URSERY ST QUALITY AND SHALL BE INSTALLED iN A SOUND WORKMANLIKE MANNERAND ACCORDING 30 MIN2" 4'-6" MIN., ~ .a ~
ZL Prunes Iauroc®rasus'Zabellana' Zabel Laurel 82 18 MIN. 18 3 Gal. Container ALL LANDSCAPING SHALL BE N HALL BE ADAPTABLE TO CLIMATE CONDITIONS OF THE AREA,AND a n 75 ~ 24^ MIN. 24" 5 Gal. Container TO ACCEPTED GOOD PLANTING PROCEDURES. ALL LANDSCAPING S I ® ~ ~ r~ ~
a ran catawbiense Anah Kruschke Anah Kruschke Rhododendro TION SHALL BE GIVEN TO NOT PLANTING LARGE TREES NEAR UTILITIES. ALL LANDSCAPING SHALL BE MAINTAINED IN GOOD AC Rhod dend CONSIDERA o ~
IC Ilex crenat~'Compacla' Japanese holly 81 4' 4' MIN. BB (at detention pond) CONDITION AND IN ACCORDANGE WITH ALL PROVISIONS OF THIS ORDNANCE AS FOLLOWS: CLEAN ORDERLY DISEASE-FREE AND PEST•FREE APP CE, NOT TO SCALE NOT TO SCALE S ~'4~ ^n ~ ~ ~ d
7 1. ALL LANDSCAPING SHALL PRESENT AT ALL TIMES A HEALTHY, NEAT, , ra~~es 1 Turf 2. ALL LANDSCAPING SOILAND FILL SHALL BE FREE FROM WEEDS, REFUSE, AND ~BRIS ATALLTIMES. a°° ~ If a® f C C g;
r~ndc~vers i ra n er 42" O.C. 3. ANY DEAD PLANT MATERIAL OR MATERIAL WHICH FAILS TO SHOW HEALTHY GRONRH MUST BE REMOVED WITHIN THIRTY (30) DAYS.
MG Muhienbergia caplllarls Pink Muhly Grass 58 1 Gal. Contain EPLACEMENT OF REMOVED PLANT MATERIAL MUST TAKE PLACE WITHIN (94} DAYS OF REMOVAL OR NOTIFICATION BY THE ' Varie ted Llrio a 524 1 Gal, Container, 36" O,C. R VL Lidope muscad °Uarlegala 9a p JURISDICTIONAL AGENCY, WHICHEVER OCCURS FIRST.
C RACTERISTICS OF NEWLY PLANTED MATERIPJ. THAT IT TURF Turf Type Fescue Mix SeedlSod Fot Turf Areas 5, ANY REPLACEMENT PLANT MATERIAL MUST MEET THE SIZE AND OTHER HA ' 0
r 6AM9111 i1 AG IQCBN E,(`1Aif3
6. MAINTENANCE OF ALL LANDSCAPING IS THE RESPONSIBILITY OF THE OV MERS, JOINTLY AND SEPARATELY.
rt Annuals/ Bulbs 7' TREES AND LARGE SHRUBS SHALL BE ADEQUATELY SUPPORTED, AS NECESSARY, USING STAKES AND GUYS. SUCH SUPPORTS SHALL n a 1 Pans Mix 937 S.F. - - Selection & Color By Owner BE DESIGNED $O AS TO PROTECT TREES AND SHRUBS FROM INJURY. TREES AND SHRUBS SHALL BE FASTENED TO THE SUPPORT SO O SO 100 DO PRELIMINARY
Annuals spring,/,Fall Begonas, VI c y WITH AN ACCEPTABLE COMMERCIAL TREE TIE OF PLASTIC OR HOSE COVERED WRE. NOT USE FOR CONSTRICTION ~,1?I FOR PERMrMNG ONLY
r 8. ANY LANDSCAPED AREA REQUIRED BY THIS ORDINANCE SHALL NOT BE ENCROACHED UPON BY ANY TYPE OF VEHICLE. ALL SCALE 1d=50' (Horiz.) aYOFRALEIGH PUBUCUnUTIES
LANDSCAPED AREAS MUST BE PROTECTED BY AN ENCROACHMENT BARRIER.
NONE=

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CONSENT OF STEEL DYNAIvIICS.
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NDTES+
1, THE FDDTCANDLE LEVELS AS SHDWN ARE BASED DN THE FOLLOWING I
CRITERIA, ANY SUBSTITUTIONS IN SPECIFIED FIXTURES DR CHANGES
TD LAYOUT WILL AFFECT LIGHTING LEVELS SHDWN AND WILL NDT 7
BE THE RESPONSIBILITY OF SECURITY LIGHTING, r~
ONTRIBUTIDN OF THE METAL HALIDE SOFFIT / BUTLDING 2, THE C
LIGHTING IS NDT REFLECTED DN THIS DRAWING,
10' 3, DISTANCE BETWEEN READINGS
4, FINAL ADJUSTMENTS TD AIMING ANGLE/DIRECTION DF FIXTURES MAY
BE REQUIRED TD,ELIMINATE LIGHT TRESPASS DR GLARE DNTD
ADJOINING PROPERTIES DR ROADWAYS,
S, FDDTCANDLE LEVELS SHDWN ARE MAINTAINER
MAINTENANCE FACTOR USED DN THIS DRAWING IS ,75 1.4 1.6
1.8 2.7 2.5 2.3 2.3 ~i~'
5A 4.2 4.1 4.1 2.3 Lt 0.7 0.5 0.5 0,5 0.8
3.4 7.5 ' 6. 6.0 2,$ 1.4 LO OJ 0.7 0.7 1,0 1.0 3.3 5.5 6.0 SS 6.4 4,3 2.8 2.3 2~4 .3 2A ~
.7 3.2 4.5 5,5 51 SS 5b 3.4
4.2 7.9 .0 .7 LS 1,0 0.8 O.B 1.0 i. 1.6 2.6 3,5 3.8.3.8 3.7 3.9 3.0 2.7 3,2 4.5 5.5 5
1.0 4.6 ~ ~ 1.4 1.0 0.9 t.0 0. 0, .0 23 2,3 .4 83 2.4 2.9 3.2 2.8 3 .4 2.9 3,2 2,8 3.1 3d 3.1 3.0
2.0 4.4 8. .6 5,3 2.4 1.6 t•i 0. 0. 0 .7 ~u2 ,..,.f`~n~~'p" "'-•°-m "'~`6' 7.4 1,2 ~....,,..,„m„„w~
l.D 1.9 4.3 5.7 5,5 6.3 4.T 2.2 1.4 t• 0. 0 .5 .5 1.5 2.0 {I ~r
0.B 1.5 2.7 3.2 3,1 3.7 3A 9.6 1.0 0.7 0,6 0.4 0.5 0.6 1.4 2.2 .0 .0
1.2 0.7 0.5 0.4 0.4 0.4 0.5 0,8 1.2 L7 32 S.b 4.9 4.8 SA • ~w~„q,m,,,,,,,,,v,~
3 .3 1.3 1.9 3.6 7.6 7.9 7.7 bb 3.0 ,0
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/ / / / 2.3 2J 4R 7.3 6.6 6.5 6,5 3.8 • 18
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V D SURFACE READINGS ,4 1.8 1.6 L4 1.7 2.3 2.B • 9.8 t0E 6,8 3.6 • PA E , / L6 ~
/ i ~ / 3,8 1.8 2.2 3. rr,, 6b 3.7 L! t.7
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Average 2,7 \ ~
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Av 'M~n, \ \ ~ 4.5 3.4 1.8 2.3 .9 6.4 7,0 49 2.6 1. 9 \ ~ ?.6 1. f
~ ~ Max~M~n 53,50 ~ \ \ 2.A 1.9 1.6 1.9 2,5 4. .3 8.4 4.8 2.6 i.6 j 36 i.6
\ ,
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\ / 1.0 >.6 2.2 2.4 .3 2.6 2.8 2.2 !.3 1,3
.4 40 1.6 2.5 2.3 1.9 1.B 21 2.5 1.9 tl t,l
1,0 ~ 9
0.4 0.6 60 L9 2,7 3,0 2b 25 2~5 2.2 1,0 ~ d I
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1.4 2,3 4.9 2.3
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UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN INCHES {j
TOLERANCES NOT OTHERWISE SPECIFIED I~
_ NDTEi ALL POLES ARE DRILLED SPECIFY CDLDR .XX~015
MOUNTING ~ POLES SPECIFIED DN .THIS DRAWING ARE RATED FDR DECIMAL ~ XXX~ 005_ FRACTIONAL ANGULAR ~.ly,~' p~
FIXTURE TYPE, SYMBOL QUANTITY CDNFIG QUANTITY HEIGHT LUMENS POLE TYPE! ~ QUANTIT AN 80 MPH WIND LOAD, FDR AREAS WHERE THE WIND SCALE 1 c c 4~~ Q^ DATE NEXT ASSEMBLY REF, DRWGS. `r r`^, r ~ 9P ®4 ~GD
' SSP-Z8-~~(5°> 8 LOAD CRITERIA EXCEEDS 80 MPH, PLEASE CONSULT RSB/RCS-400MH-III-~~-MT ~ 13 SGL 3 30 36,000 DRAWN BY NG 6~30~Qg perfxno,xo Dest9netl l,i9ht~np Products IV 1665 JcFv~SM Q"., 6UffU10 G'OYe. I Ilin019 $0069
FACTORY FDR PROPER POLE SPECIFICATION AND MODEL DBL 180° 5 NUMBER, CF~CKED BY 1-eoo-Saa-aea6
APPROVED sY PAINT-BY-POINT FGCJTCANDLE PLaT FAR
APPROVED BY FINISH - CHURCH - GARNER,. NC
APPROVED BY
SWOP ORDER MATERIAL DRAWING NUMBER
THIS LIGHTING PATTERN REPRESENTS ILIUMINAT]ON LEVELS CALULATED FROM LABORATORY DATA. TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE PITH ILLUHINATING ENGINEERING SOCIETY
APPROVED METHODS. ACTUAL .PERFORMANCE OF ANY MANUFACTURER'S LUMINAYRES MAY VARY DID TO PROJECT NO. 1 P C P~ 0 8 8 0 A
VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, ANA OTHER VARIABLE FIELD CO4DITIONS. 1 I