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ALL PUBLIC FACILITIES, INCLUDING UTILIT7ES, SIDEWALKS, AND
f'`1 ~
PROJECT SITE IS LOCATED WITHING THE TOWN OF WAKt~ r-vl-rEST CITY LIMIT. GENERAL NOTES: TTY LIMITS HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS
LALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPALITY SPECIFIED BY TOWN STANDARDS. THESE FACILITIES HAVE BEEN
STANDARDS,SPECIFICATIONS,AND DETA/LS.WORK 1N TNlS PROJECT SHALL ALSO APPROVED BY THE TOWN OF WAKE FOREST AND SHALL BE SO DATEr
CONFORM TO THESE PLAN5,THE LATEST EDfTIONS Of THE NORTH CAROLINA DEPARTMENT S OF TRANSPORTATION (NCLXJTI ROAD AND BRIDGE SPECIFICATIONS,TNE ROAD AND BRIDGE ~ pS INSTALLED UNLESS A CHANGE IS APPROVED BY THE TOWN OF vFs
SlANDARDS,THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL NANDBOOK,THE 8 B~{P WAKE FOREST. DESIGNED BY.~ Wars
NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS,THE FINAL V`~ 9 GEOTECNNICAL REPORT AND GENERAL DESIGN STANDARD. IN THE EVENT OF CONFLICT ~
BETWEEN ANY OF THESE STANDARDS,SPECIFICATIONS,OR PLANS,THE MOST STRINGENT SHALL GOVERN. PROJECT N0. 2008Z7L00
2.TNE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. REVIEW ENGINEER DISCLAIMER
3,THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN 1S APPROXIMATE ONLY. THE
CONTRACTOR !S RESPONSIBLE FOR HORIZONTALLY AND VERTICA[LY LOCATING AND
PROTECTING ALL PUBLIC OR PRNATE UTILITIES THAT UE 1N OR ADJACENT TO THE CONSTRUCTION SITE.TNE CONTRACTOR IS FULLY RESPONSIBLE FOR NOTIFYING ALL EXECUTION OF THIS CONSTRUCTION PLAT BY TIC REVIEW ENGINEER
UTILITY OWNERS IN ACCORDANCE WITH NC GENERAL STATUE -CHAPTER 87,ARTICLE 8, FOR THE TOWN OF WAKE FOREST IN NO WAY LIMITS THE
THE UNDERGROUND DAMAGE PREVENTION ACT. RESPONSIBILITY OF THE OWNER AND ENGINEER OF RECORD WITH y
4.THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES,SIGNS, MANHOLES,TELEPHONE RISERS,WATER VALVES,ETC.DURING ALL CONSTRUCTION PHASES. REGARD TO COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL
THE CONTRACTOR SHALL REPAIR,AT HIS OWN EXPENSE,ANY EXISTING UTILITIES STANDARDS ANDhOR CONDITIONS. o
DAMAGED DURING CONSTRUCTION.
5JRAFFlC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL PLAN,TNE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,'AND AS FURTHER
DIRECTED BY CITY AND STATE INSPECTORS.
6. DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE ~ ANY OWNER CERTIFICATE
CONDITIONS OR ANY INCONSISTENCES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS
SHALL BE IMMEDIATELY REPORTED TO THE ENGINEERIIN WRITING,WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH ACTION AS ~
AFTER NIS DISCOVERY OF SUCH DISCREPANCIES,INCONSISTENC/ES,OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK. MAY BE REQUIRED BY THE TOWN OF WAKE FOREST TO CORRECT A
ANY ERRORS, OMISSION OR NONCOMPLIANCE WITH TOWN c ~ N M a h ~ n ~
7.A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCT/ON.TNE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE TOWN OF
WAKE FOREST AND NCDENR DNISION OF WATER QUALITY. STANDARDS ANDt~OR CONDITIONS DESCRIBED IN THIS CONSTRUCTION
B.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPRO?ALS PLAT, INCLUDING RE-SUBMISSION OR RE-EXECUTION pF THIS
PRIOR TO COMMENCING CONSTRUCTION. CONSTRUCTION PLAT WITH THE APPROPRIATE CORRECTIONS AN1bUR
9. ALL AREAS SHALL BE GRADED FOR PDSITNE DRAINAGE,AND AS SHOWN ON THESE REVISIONS.
PLANS.THE CONTRACTOR SNA/l MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL USE SILT FENCES (OR OTHER ~ PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL
METHODS APPROVED BY THE ENGINEER AND APPLICABLE MUNJCIPALTTYI AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. '
CONTRACTOR SHALL COMPLY WITH All APPUCA8IF fEDERAL,STATE,OR LOCAL EROSION, OWNER DATE
CONSERVATION,AND SILTATION ORDINANCES. CONTRACTOR SHALL REMO?E All ~ TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE
FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO JQ'
PREVENT EROSION. (,'r
G~ lO.THE CONTRACTOR SHALL CIFAR AND GRUB THE SITE AND PLACE,COMPACT,AND P MOISTURE CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S ~jQ` ~ V
SPECIFICATIONS. THE FILL MATERIAL TO 8E USED SHALL BE APPROVED BY THE ~ ~ ~
GEOTECNNICAL ENGINEER PRIOR TO PLACEMENT.
ILMATER/ALS USED TO CONSTRUCTION EMBANKMENTS FOR ANY PURPOSE,BACKF!!1 AROUND DRAINAGE STRUCTURES,OR 1N UTILITY TRENCHES fOR ANY OTHER DEPRESSION ~ ~ ~ ~ ~ t(y
REQUIRING F1Ll OR BACKFIIl SHALL. BE COMPACTED TO 95% Of MAXIMUM DENSITY AS J ~ O ~
DETERMINED BY THE MODIFIED PROCTOR TEST AS SET OUT IN ASTM STANDARD D-968. THE CONTRACTOR SHALL.PRIOR TO ANY OPERATIONS INVOLVING F1WNG OR BACKFIWNG,
SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE
. SOIL TESTED IS REPRESENTATNE OF THE MATERIALS TO 8E USED ON THE PROJECT. TESTS p O SHALL BE CONDUCTED BY A CERT/F1ED MATERIALS'TESTING LA80RATORY AND THE ~ 9 0 O~ ~ F° Z W~V
~ ~ CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE ~ O 0 D LONGBOURN DR. s ~ Q LABORATORY. ~ Q ~OQ~ ~ ~P INDEX: ~ ~
m ~ 0 0 o ~ 0 00 X000 5~ ~ ~
12.PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT n 0 ~ ELEVATIONS AND ROADWAY PROFILES/SUPER-ELFVATIONS/TYPICAL SECTIONS ARE TO BE 2 90 ~ 0
C USED IN CASE OF DISCREPANCY. ~ 0 ~ 0 . ~ / COVER C-000 ~ ~ ~ ~
13.THE CONTRACTOR SHALL VERIFY AND COORDJNATE ALL DIMENSIONS SHOWN, 2 ' X00 , oc
INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER. ~ 0 SITE PLAN C-100 ~ Q ~ cv
15.RlM ELEVATIONS ARE GNEN AS TOP Of CURB FOR CATCH BASINS,TOP OF GRATE FOR DROP INLETS,AND TOP OF COVER FOR JUNCTION BOXES. ~ ' PROFILE C-101
16.STORM SEWER (RCP)SNALL BE CONSTRUCTED TO THE FOLLOWING CLASSES: GRADING ~ DRAINAGE PLAN C-102
COVER LESS THAN IO FEET. - CLASS C OR D BEDDING,CLASS Ill WALLS
COVER !0 FEET TO 15 FEET - CLASS B BEDDING,CLASS 1!1 WALLS COVER GREATER THAN /5 FEET - CLASS B BEDDING CLASS N WALLS EROSION CONTROL PLAN C 103
17.ALL CURB JOINTS SHALL EXTEND THRDUGH'THE CURB. MINIMUM LENGTH OF OFFSET
JOINTS AT RADIUS POINTS !S f.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT. DETAILS C-104
IB.ALL HANDICAP RAMPING,STRIPING,AND PAVEMENT MARKINGS SHALL CONFORM TO
ADA REQUIREMENTS AND THE "NORTH CAROLINA STATE BUILDING CODE,VOLI-C ~ DETAILS C-105'
ACCESSIBILITY CODE.` P
19.EXISTING WATER AND SEWER MAIN/SERVICE SIZES TO THE PROPERTY ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE PROJECT Fq
ENGINEER HAS ATTEMPTED TO VERIFY SIZES FROM RELEVANT PLANS,HOWEVER,EXACT RM
SIZE/DIMENSION CAN ONLY BE DETERMINED FROM FIELD EXPOSURE OF THE RELEVANT pJ R LINE. ~ pq0 .
20.BEFORE START/NG ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY CITY OR NCDOT l~~~w~da
STREET OR HIGHWAY RIGHT- OF-WAY,TNE FOLLOWING PROCEDURES SHOULD BE
UNDERTAKEN: CITY R1GHT-OF-WAY-CONTACT LOCAL AUTHORITY'S TRAFFIC ENGINEERING DEPARTMENT FOR INFORMATION ON DETOURS,OPEN CUTTING OF STREETS OR FOR ANY
CONSTRUCTION WITHIN RIGHT-QF-WAY. NCL~T R1GNT-OF-WAY -CONTACT PROJECT ENG/NEERS AND OBTAIN ALL PERMITS AND ENCROACHMENTS (CROSS-CHECK PLANS W1TN Zg®~_~~
SPECIAL PROVlS10NS,KEEP COPIES ON CONSTRUCTION SlTE,ALSO CONTACT NCDOT
DISTRICT OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER).
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aua~~ .WATER TERB Y
~ STORN~A $R~ t8

DEVEL PER: O OWNER:
_DERS, INC.
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211 JAMES JACKSON AVE. 211 JAMES JACKSON AVE. AVE. ~
CARY, NC 27513 CARI`, NC 27513 3
T:380-7223 T:380-7223
DRAWING NO.
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NO PORTION OF THE SUBJECT PROPERTY IS iN A SPECIAL FLOOD HAZARDAREA PER MAP NUMBER372O1183OO0 J ~ ' r~
SHOWN ON MAP DOWNLOADED 6-20-08 FROM THE FOLLOWING ~ C ~
WEBSITE "WWW.NCFLOODMAPS,COM, ~ P * ~ ~ m 9 ~ ~ ~ i domm~
EFFECTIVE DATEo MAY 2ND 2006, . v
NEUSE RIVER RIPARIAN FEATURES EXIST ON THIS. PLANo ~ ~ ' ~W~ ~ w ax~~3
NO WETLAND FEATURES EXIST ON THIS PLAN,
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R N I STALLED
9. ALL EROSION CONTROL pEVICES AND MEASU ES S Akk 8E N AND MAINTAINED IN ACCORDANCE WITH WAKE COUNTY STANDARDS ~
AND SPECIFICATIONS. ` ~ ~
~ ~
2. EXISTING TOPOGRAPHIC INFORMATION PROVIDED BY MULKEY, INC. ~ r ~ ~~,~x (p N~IDIDW
BOUNDARY INFORMATION TAKEN FROM DEEDS AND MAPS OF RECORD.
4 PLAN REVIEW DiSTURBEDAREA = 0.97 AC ~ , 7 ~ Z ximm~
5. CLEARING AND GRADING LIMITS SNAIL BE LIMITED TO THE SLOPE STAKE , o '
LINE. SILT FENC TREE FENCE AND LIMITS DF CONSTRUCTION ARE SHOWN ~ ~ ~ ~ ~ w a~°im3
OUTSIDE THESE LIMITS FOR CLARITY.
6. ALL DISTURBED ARERS SHALL BE SEEPED AND MULCHED WITHIN ~ ~ ~ ~
Y F MPL I N F ANY PHASE OF GRADING PER CURRENT 15 DA S 0 CO ET 0 0 ~ ~
CONSTRUCTION SEQUENCE.
7. SILT FENCE INSTALLED SHALL REMAIN IN RLACE UNTIL COMPLETION Ol< ~ r
CONSTRUCTION UNLESS OTHERWISE NOTED. / ~ j~~', ~nnnut,~~
\ ~,f~ ~ CA ~ r,
S. TEMPORARY DIVERSION BERMS TO REMAIN IN PLACE UNTILSfTE NAS BEEN STABLPLIZED WHERE FEASIBLE.
~ ~ ~ ~ , ~ d i
9. INLET PROTECTION WILL BE PROVIDED AT ALL CURB AND YARD INLETS. ~ ~9, ~ , ° ~ SEAL r
r- a 32613 ~ ~ ' ~ x ~ ~
10. ALL DITCHES SHOULD BE PROTECTED WITH A1UTE MATTING NET iF EROSION ' . OCCURS IN THE DfiFCN SECTION. ~ ~ '~lGi~>~ it ~ ~h ~ CBS `k~_ ~ ~ r~` r ~ ~
TQG~.~4S ~ ~ j ~
11. CERTIFICATE OF COMPLETION WILL NOT BE ISSUIrDIF ACCUMULATED SEDIMENT , ~ ~ ~ ~ ~ f ~ ~~fddlllilitE~~
IS PRESENT IN THE LEVELSPREADERS, I ~ ti
R I N A ER F M STORM ATER ~ ~ ~3 : ~ ~ ~ s ~ 12. CONTRACTOR TO DIVE T SED MENT LADE W T RO W ~ ~ , ~ y T~C~C 3~~t.79~I : , ~ i ~ .2 j. 1
T SEDIMENT BASIN LEAVING OFF SECTIONS OF PIPE ~ ~ z'~" ~ ~ ~ } ""'j;, OUTLETS INTO ADJACEN BY r
UNTIL UPSTREAM SITE NAS BEEN STABILIZED, AND UNTIL OTHERWISE I ~ ~ ; ~T, ~ INSTRUCTED BY ENVIRONMENTAL ENGINEER. ~ ~ ~ / l
15. USE CURLER BLANKETS OR lAl ON ALL DISTURBED SLOPES 3:108 GREATER ~ EQ 1 ,
WITHIN THE 50° NEUSE RIVER BUFFER.
16. PRIOR TO MAKING FINAL CONNECTION OF STORM SYSTEM TO LEVEL ~ , , ~
SPREADER DEVICES, ENSURE THAT AlL UPSTREAM AREA HAS BEEN STABILIZED. ` ~ ~ t 1 r ' : ~ , ~ ~ ~ ~ ~ ~ n~srGx,F~~ ~ was
OBTAIN PERMISSION FROM ENVIRONMENTAL ENGINEER TO REMOVE ERDSION ~ ',11~1~t1~' 'i ~ ~a ~ i ~
CONTROL DEVICESADJACENT TU STORM OUTLETS. ~ ' ~ ~ ~E' I ~ ' ~4 i ' ~ . i i' ' I sy ~ ~ ~ ~1' ~ `R~ i i "t~% ~ ~ ~ •I CJ x~4 t1, PRO]ECT A~f1. 2g0817T.dD
18. CONTRACTOR TO INSTALL ADDITIONAL MEASURES AS NECESSARY AND ~ ~ ~ L ~ ~ \ ti ~ ~'+...v .~,c7~e ~e`'~-:-' ail l~t~l-..i~J_lr~~~
AS FIELD CONDITIONS WARRANT IN ORDER TO PREVENT SEDIMENT FROM ° , . 1 ~ ~
LEAVING THE SITE. i ~ ~ ~ ~ ,
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SEEDING SCHEDULE h~ a
SHOULDERS, SIDE DITCHES, SLOPES IMAX. 3:D DATE TYPE PLANTING RATE SEEDBED PREPARATION
AUG 15 - NOV I .....TALL FESCUE _.300 LBS./ACRE CONSTRUCTION SEQUENCE
NOV I- MAR I .....TALL FESCUE ....................................300 LBS./ACRE IJ CHISEL COMPACTER AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
& ABRUZZI RYE - 25 LBS./ACRE I. Obtain gland-disturbing permit. Schedule a preconstruction conference with +he MAR I- APR 15 .....TALL FESCUE .....................................300 LBS./ACRE EnvironmentalEnglneer,Holly Spring ~ [phone], 2J RIP THE ENTIRE AREA TO 6 INCHES DEPTH, q
APR 15 -JUN 30 ....HULLED COMMON BERMUDA .........................25 LBS, / ACRE 2. Install gravel construction pad, temporary diversions, slit fence, sediment JUL I-AUG 15 -....TALL FESCUE AND ................................120 LBS./ ACRE 3J REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS ~ ~ N M a e ~ ~
BROWNTOP MILLET .35 LBS. / ACRE basins or other measures as shown on the approved plan. Clear only as neue:;::.cr ~ o OR SORGHUM-SUDAN HYBRIDS .................30 LBS. / ACRE install these devices. Seed temporary diversions, berms and basins Immedlate~y a. re:r LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
construction. 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
3. CaIlHolly Spring for an onsffe Inspection by the Environmental SLOPES (3:1 TO 2:D Engineer to obtain a Certificate of Compliance. UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).
MAR I- JUNE I SERICEA LESPEDEZA (SCARIFIEDI ................50 LBS./ACRE 4. Begin clearing and grubbing. Maintain devices as needed. Rough grade site. 5J CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6J SEED ON A FRESHLY PREPARED DEEDBED AND COVER
(MAR I- APR 15) ...ADD TALL FESCUE .................................120 LBS. /ACRE 5. Installstorm sewer, if shown, and protect Inlets with block and gravellnlet fMAR 1- JUN 30) ..-OR ADD WEEPING LOVEGRASS .......-...10 LBS./ ACRE controls, sediment traps or other approved measures as shown on the plan. Begin - - SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
IMAR I- JUN 30) ...OR ADD HULLED COMMON BERMUDAGRASS .---..-.--.25 LBS/ ACRE construction, building, etc. JUN I- SEP I TALL FESCUE AND _ ...................120 LBS./ACRE 7J MULCN IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
**+BROWNTOP MILLET ....................35 LBS./ ACRE 6. Stabilize site as areas are brol hi up to finish grade with vegetation, paving, ditch +*•OR SORGHUM-SUDAN HYBRIDS _....30 LBS. /ACRE linings, etc, Seed and mulch der., d1 areas within twenty-one (2 U days of completion BJINSPECT ALL DEEDEG AREAS AND MAKE NECESSARY REPAIRS OR
SEPT I - MAR I ....SERICEA LESPEDEZA (UNROLLED-UNSCARIFIED) 70 LBS. / ACRE of any phase of construction. RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING
AND TALL FESCUE ................................120 LBS./ ACRE (NOU i - MAR U ....ADD ABRUZZI RYE ................................25 LBS, /ACRE 7. When construction is complete and all areas are stabilized completely, call Holly ORIGINAL LIME, FERTILIZER AND SEEDING RATES
Spring for an inspection by the Environmental Engineer. 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT LWL~ Q
8. If site is approved, remove temporary diversions, silt fence, sediment basins, CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL etc., and seed out or stabilize any resulting bare areas. Allrema(ning permanent AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 1'~
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. erosion control devices, such as velocity dissipators, should now be installed. * APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ ® Z ACRE IN CLAY SOILS)
THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. 9. When vegetation has become established, call for a final site inspection by the FERTILIZER - 1,000 LBS. / ACRE 10-10-10 p~ SUPERPHOSPHATE-500 LBS) /ACRE - 20% ANALYSIS ~ ~ ~ ~ qr~
Environmental Engineer,Hoily Spring. Obtain a Certificate of Completion. MULCH - 2 TONS /ACRE -SMALL GRAIN STRAW
**+TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION, DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12° IN HEIGHT BEFORE ANOTHER -ASPHALT EMULSION ~ 300 GALS./ ACRE ~ ®z ~ J_ P'
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
OC ~
TEMPO SEEDING SCHEDULE CON.., _.~TION SCHEDULE TEMPO SEEDBED PR P ~ z ~ ~ u E ARATION ®~z
~ ~W~
~ J~
I ' ~
I ~ ~cn i
50' MIN. NOTES: I I ?I-= -
BUT SUFFICIENT TO KEEP I. PUT SILT FENCE OR TREE PROTECTION FENCE UP I C-~-,71~p PPI tl f .1 ~ ?HIS PAEC:~S? EItL~tiAtt iik'i SE: C5sC' R1? THE f[ECC'J.,'3'i@ I ~~_~~_=3 I a (rte =-i '~i' $iAls=:e.[!.CL'.',: 05e.t1. i'J'_7,2i, #J0.38 A."r~„^_,3B.:i3: ii J~_<?=~ st -
SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED. STANDARD METAL POSTS 2'-0'IN GROUND ~ 77 -i t Ts':i7..01 FR.t"AE;T RtSN0.il8 LR"TH LYi rs;A iu^PTi as}• I "`C~- ! 4J ~ i.- ..1 JND '.P~dpCH E ICiN_Ft'FtC~UHUR4Fr.,C4i:lit:i't'sflfGili111ts:it~ilit((i~~;i.. jiii~:3„i~ ;
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- ( z=~,~~ ~ I_U:,~ i i, i ; ~ usF emr..a PkT .nAra;:FTF_ ~~=?~1 i [ - ~_-ti I_ - J 1 ' :'P.'IriJiE ,4Ci KCiS?-(aAClft$. Sl2:tL LY!!i!:il ~lE:'= i,a;(StL'iirz ! F,-° v ~ I
2'-3'STONE TO BE USED ING OVER THE STONE, THEN THE TIRES OF THE 25' OR WIDTH OF VEHICLES MUST BE WASHED BEFORE ENTERING THE GALVINIZED EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET, PUBLIC ROAD, HARDWARD WIRE 1€ r,1 ~ H ~ I f~ I I I ( F9A r~flAliF Ph 44YLi ~i ~:uM1 n7fi,? FAk11TG •^•iltiv'4AtdFG'x$ i i- `u. ~ i ' ~r ~ .s•~ ~ I ~ i I ~ L iE :tr iTFT f,`ttl FS rly ATI:F :1e F{.y1a11[!i!Nr:2 wrH Fa-{„
ROADWAY BALLAST) WHICHEVER IS EXTENDS TO ~•,~~F * ( t~-t. ~ 14:ifiit.h,H9 ':k11H 2~~Pt[iP. '.?ENtlr~Y•*'i I. ~ ~~i -t I ~ I! t u ~ IS20 II i „ H 7$iix ~TANAi4~ iC~.?~1i, i5: - a-i I
GREATER. 3, IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS TOP OF BOX ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY I ~Ca 1~ S l:otnrp I II r^IPE T'7 E;C r°~Il'1+1iL~ i!6?C EiCr'%:~kki:C R:7 JuEF :;ITC G: I s ~ I 1~4, i ~ I HEi ~ Nt~ ~ I ~I• f ;:EiYr'T71fiGEGF j.! I •'i t I ( 11. tl Al_i F.=_iii`,Nl:i FHL.fl~[ !C> E:`-. ~~i~':~i5:;. I
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL . T~ . 1` i ~ S L~;A:. ili! diUt n,4it .i€: ,r: y,gT~;lin 1' I
RESPONS181LITY FORM. ~1 _ - ~``~_f` - ~ ~ ln~~w} _-...i i ' ~{i TiF'fi i9=H .,~~ie`::?iy;i€jC; F:iR F:Er:kP I ~ I - r--' a S-~ ,~1 " L7"s4iC?i'°X Rt[ T1"'Rtt.~iC': ; ~ =76: i~tiF it P:u ilii€: i7i 1 j I t. _ ~ I :i I
_ ~~~o _ I - 0 9 tit
PLAN _ ~ tt ~ I ~ P.CCrfl T~,f.IlNii? ~ `~~-ACFE~. T?} f.M•,T ; ~ k0A :IrB uitt ! IF.LTE; ?7tE N:IiF;iy~ H28 S::s Ssi,yLt S •~x_, - : ~ >~i a ^i~:t:li ii16:iE;PiirlgwLLL iE?`Fl Hit i}E' I'•',ii ~ 1-r ~ ~ ~ +
8° o~ ~ s ~ 4~ ~~~~~~I~ ' ti ~ i.l T'v' ilti~.4~c ?Hr:;'nAR 9='E,!;: ttfFGFCa~ e , ; ry.
_oao °a °~0 0 Ln Ybii. = 6d i~ ~ j
o ! w;.,~ I ILL ~~ow~«. ~~m~i~si~NS ~ ~
35' MIN. NEW CONSTRUCTION p n a 15' MIN. ~ ~ o o EXISTING ROADWAY ~ i £'3 S~ Ivr r~I.) _i i i t I4 iiE ~ f 'y r ~ ~ 1 FI. ~slr•,ira'Jrei trFlis.~ta[a: raa!n.,rraa. ntil,r rai;t.s .Li};iAA.Y.. I pt €~~r ~ WL
~ "a o Oo,,~ WQo q~ o o ~ ~ - ('It'E 4I!'.. @A." I~fj iii t=T 7 ti27iT) G t ,.t i 4bi i ~4 {.3 tv i ~ ~ i'mm it c I aura 5 1 ~ • c r i~ ~ 1
12' MIN. ~(91XX99xp .aoo(b p o.~ ~ _ ~ ~ dtm --a ~ [3 ~ I I t.t) af5 :3 1,:. ~.'4'~ ".0013,.'.5 1.'=~ i,7,, i~,..,,r? 1 I j P} } i~ J ~ I 1 e6 ifTJ't"° L1 I : "~~Jlfif a.iiEll, 73 7_a~:,'a :ti. 9.er~'t~ x~ I xs ~ ~ I
6" MIN. ~ i ~ 77 - I ~~v i.$d itv r co 1.257r ~atS 3.O~t.4.2F i_6i1,'7.1:6 :I.hD~~3.e6 ti.Ei;:ii.i5 ~ ~ 1
m ~ H ~~r~ ~;'}{~I '1.dt tih r, i,.JO!2.::i4'. 4.Q91§.7S 1.75.'~:°:U 'T:t1gi4.25 7,`Gt',':5 ~ t ~~~rr`; t Z ~ I~If ii t_ ~ 2. fi5 .sl F," ..~°iitisiR &.OCEtt7.E`si} 2.60J3.f;n I d.5t}l .=ri: tt.0€7('.1.5rt # ~€t7 ~ w II.
FABRIC UNDER STONE ° 57 WASHED STONE PLACED TO A HEIGHT OF 12"- IB' MIN. ABOVE ~ ~ ~ ~ 1. I I !,I`tiy~ 3.i7 a'S w y" ~ 3. GGt9: 56 5.077!9. ~G ~.75;'3.SG 5.?Si S.'S 71.5Gtii i f~ : ! e®
REVISIONS REVISIONS TOP OF BOX ~ t~ ht.{4 ~ ~.1 e5 m Lt'° ;°5 js[::iii ti-Clflth.75 E_:r i~~=i.Csl7 ii.iii1~H. ;m iJ.f7131 €.Y,. a:, 6 ~aiy~ I is ' A - cG 1•... ~ ;I5 .G g^ A.SiiFd:50 O.StiF7.GG S_25;'3.3G 0.5rt0.75 13.Gii1?_.65 ~ ~ ~ i
DATE DESCRIPTION CROSS SECTION DATE DESCRIPTION ~ PLAN c a.!, ~ il5 6 F3" v. rlG!Sd(ti: fi.5G!9.50 S.Z5:4,t7U 7.tiUtf7.~ f,',.OUEi5.7v ! 1 ~ IE ~ ~ ~
S:U i a7'S m B''' 4."0/~ r.0019.'~i7 3_@!iJ4.U6 .•".z".f9.2h ~ 1?.. rh+1_. !9 I t if.; i' 9" 'Y~54~5,illi? i,54i`~,++G 5.2?, i~s?0 a ~;d•~~id,?5 i ~ 3t15 I
I ~ I ts.~t e5 •ia 0" I s.3i)~°:1.i0~ I ~.'~iir8 ',Er h_~a;,T E:I? i i t~ gar ~ i ~a i
CONSTRUCTION ENTRANCE I'; STANDARD CATCH BASIN/YARD INLET PROTECTI~~~ 14 &8EE7 1 OF 14 @ry$
F DRA HIMG NO.

F z
Q J
7 W f
9' 18' 12' Z m QU
CUi SLOPE 4.5 I I-2 ASPHALT U P V
FILL SLOPE - v ~ 7, - - PD zD~r~~TRANSITION FROM STDo N N"m~W
- ~ ~ o gwi ~uu ° _~~u~ rD,~ETai& ~ 30 CURB and GUTTER ~ .qP~~
h Pavement must be designed using procedures In Section 3; Pavement design methods, IDeslgn - _ - - - - ~ ~I~ a SEE D w mz~~~ D ~5 W mm~ 3 y ximaF
module 31 Minimum pavement section to be 2' 1-2 plus 6" CABC for cul-de-sac and 2" I-2 & - _ 8'CABC for Localstreets. All other streets to be designed using procedures in design manual. 3000 PSI CONC. u D iw~ s'Ao rpq
2, Sidewalk Is required on one side of Localstreets and same Collector streets. Sidewalk is ° 28 DAYS ,III=~~~l~,li CABC o ° sF re ulred on Thorou hfares and some CBD streets. Cul-De-Sacs over 400' In length require l-,III„III -w- - ,~y ``~o~, D D 'b D ~ o es.r ~s/r 17 m w U~ B~ ~ ~~ero~,'Om 2 a a"';
sidewalk on one side. II I I - Q Q 11~ FFTSTQ~2 3. Sidewalk and curb to be 3000 psi at 28 days air entrained concrete. Sidewalk to be scored ~ 0 VALLEY S T A I V D A R D ° I every 5 ft with I/2" expansion Jolrrts at 30 ft Intervals. Provide non-slip finish. Concrete ° ° ° ° ~w< on •so s 2 a o- ~~~~F~° w a y 3 .i° b p
sidewalks to be 4' except thickness to increase to 6' at all driveway crossings and for o ( D D -v- distance 5' either side of the driveway, Place I/2° expansion ]oints at Junction of 4' and 6' p V_ _ D D D D D
sidewalks, ' 9. Maximum grades and 'X" valves for streets shall follow NCDOT guidelines for the Piedmont areo 9' 18' 12' Q ~J~ d ~.Wl~ ~i1111E ~WjE ! / ' e `'Wl6 3W/_c 3W~ 3WlE
Trolling topography), See Table 2.03. , ° p p m- B."All pavement thickness' shall generally be confirmed by a geotechnlcal report. However, If a CUi SLOPE 4.5 ° ,IL ,I~ ~ o a a ~1_ .N _0. a ~ D ~ D ~ .0. .0.
developer wishes, he may design cul-de-sac and Local streets using a subgrade CBR one standard ~ I I/2 ~ I-2 ASPHALT , ~ ' deviation to the left of the average of aIICBR's determined by geotechnlcalreports thus far. FILL SLOPE - JL JAL D ~ ~ .11L 1L ~wi S FFO oI~ JD e d a~w~ _ ~~r ' ~ ~~O
If In the o Inlon of the Town's representatlve,solls appear weaker or have inherent problems =~(~r=_ i0 u, o ~ P _ _ _ such as a high mica content, the services of a geotechnlcal engineer shall be required In any ~ ~ =III=~ ~ ~ ° ^ ~ D ~~O°o
case for the design of pavements. -_I ~ 6, thoroughfares shall be required to provide a S°CABC below curb and gutter. - 9 ~~~r~o~~~so ~~E~Pp~~ ~~11~RPTE ~ ~~~~111IIIIN~~~
T. See thoroughfare plan. 300 CONC. I-III=III=~~ ~j%~ VUCC 6. Electric service wilinot go In until street section is graded at flnaland approved. AYS ICI=~=III-III- !III II/ FRQ QN y D
9. The Town Engineer may require a I'averlay over any segment of street In which there are I-III-iJI MF C0906g r; 3 or more trench (allures per 800 fioot of street, A trench (allure shall be defined as a I-~~' CABC ~F ~ 6~~D ~ p ~ ~Oo• FESS/~•, ~ ; o D
depression of I/2°or greater at the deepest point over a trench width. Extent of length of p5 R resurfac(ng shall be as determined by the Town's Engineer. 3 0 II VALLEY S P I ~ L M, I~pf & NGp SEA 9~'. D D
• r t S INp INp~ TFP ~ Concrete Testing Requi~ emen ~ TF sr s s ~ ~ 2~ ER p ° ~ D 326 I
tlal es a 30' 2,g75, ~F IFS ~ `~:o. The Initlaltest (from first ready-mix truck) Is to be taken after the second yard is dlspat hed ) TAIL ~ 3D ~oErpi~ erg a ~ ~
from the mixer and Is to consist of the following: 6' D ~
i. One slump test - 2. Pull, prepare and store 3 cylinders on-site for 24 hours. -I I ~ ~ h-=- I I/2 I-2 ASPHALT ~ ° , ES L 5EE aysr s~ , N...M'• * SEE ~D `q<<~s-rq °2,~,~0 °~s+serisAaNti ~ZI~
3. Temperature ~ -III=„ (I--- A a , q' -III- ° 2' A • a ro qti,, ~ D D JIl S'J. r/°2 4~~
Subsequent Tests a a a After the above tests are pulled from the lnltialtruck,every 5th truck thereafter is to be tested ~ a , e D D Q'LO Ff r p p p 3uu~ Q'so 00
In the same manner as noted above. ~ , D ~ ~ ~ b ~ D ~ GPI/ , _y.
3000 PSI C ° a ~ Asphalt Testing Requirements ~ 2R D ° ° a . a a a o'poyr'S'Qy~, ~<"r / D D D b D -~~t CG~~%G C/°2
ComDaction• Testina for asphalt density Is to ficllow NCDOT "Standard Soeciflcatlons for Roads and ~ I ° ° ° Structures', Section 609-9,'Fleld Compaction Ouallty Management; latest revision. STANDARD ° ° p p ~F.~c
Thickness• The minimum freauencv of corlna for thickness testlna shailbe on the basis of test ° ° ° a D ~ b D ~l. 1.. _
sections consisting of not more than 1500 linear feet of lay down width, exclusive of 30' ° ° intersections and irregular areas. The test sample Is to be a 6-inch cored sample. J ~ ~ a a 1 ~I111E 3~fE ~WJE W o ~ b D DATE:
The sample is to be numbered and logged for Identification purposes. 6 ° ° ~ , ° ° Contractor's Duality ControlSvstem: - _ I I/2°R. ° y d D ~ , ~ m ~ u' a ~ < ' ~ 11L AIL
Follow NCDOT "Standard Specifications for Roads and Structures",Section 609-5, •'1=Ili-~-~ I-2 ASPHALT a ° °Contractor's Ouallty Control System,"latest revision, =_II I, ~ a I p. D D p, DRAWN BY: DFB D
-I I r . Mixture and Job Mlx Formula Adlustments: N n c a 51 , ~ ~ pl~T d- a ~ _ ~ ~ DESIGNED BY: Wt~dS ,~s,o~ ~ ~
Follow NCDOT "Standard Speclflcatlans for Roads and Structures, Section 609-4, io a c n PRECQRO~ "Field Verification of Mixture and Jab Mix Formula Ad]ustments', lotest revision. ORC• ° ° EPA Ur1E PA1E ~ ~ \ PROJECT N0. 2008271.00
_ G General• Another applicable sections of Section 609 of the NCDOT 'Standard Sceclflcations far 3000 PSICONC.
Roads and Structures"shall apply relating to Cualffy Control Plan, mix design, control ~ 28 DAYS RCP limits, corrective action, equipment and measurement, S ,v ~~~C~~B~C EPREpD~E~~ D D ~~p ~N 6lFq F~ D E T
CA p1E ~G~ .a SPILL ~ P ° e aE~ PsT°NE ~p ~ . ~ b ~ ASH wp~A ~ ~ ~ ~ ~ , .
Testina Cost: Protect Owner is responsible for cost of testing. NOTE:
I° SCORE CURB /VALLEY GUTTER AT l5' O,C, H ~Eg ~~P Ho~E1 TRANSITION FROM o ~ ~ a
2. PROVIDE I/2° EXPANSION JOINTS AT 90' O.C, ~ ~ 3. FOR TRANSITION OF CURB TO CURB OPENING INLET, 3, °oNOFrFw~oP 30" VALLEY GUTTER D
SEE STANDARD DETAIL 2.50 3' Q~l TF ~ ,5?~
~F TOWN OF- WAKE ROREST F r,~ , ~ ~ ~ TOWN OF WAKE FOREST ~~F~ TOW WAKE FORE.
SCALE: DETAIL ' rh E FOREST ~~F~ TOWN OF WAKE FOREST
~I~ TYPICAL CURB & GUTTER NOT TO SCALE 2, mlm STDo CURB & GUTTER & NorE•TO scALE DETA12,2 ~ - - '`A ' ~ - ' _ • _ • STDo C&G II~iLL i W/HOOD No' ~ ~ _ . STDo TRANSITION FROM INLET NoT~•ro scA~E ~~~2e5o NOT TO SCALE ~~2o5O (gyp ~/p p
STREET STANDARDS DATE: SHEET«: VALLEY GUTTER DETAIL DATE: SHEET": . E~ _ _ _ _ DETAIL DAT Cad R . 8 12 96 2 of 2 ~ Cdb REV, 9 19 00 I of I •v~ DATE: SHEET 1~ ~ ~ ~ I D e l~ (X V ~ V H ~ ~ ~ I V ~ I I ~ fl DATE: SHEET
USE WITH STANDARD SPECIFICATIONS ONLY USE WITH STANDARD SPECIFICATIONS ONLY ~ REI USE WITH STANDARD SPECIFICATIONS ONLY REV. 11- I-99 I of 3 ~ Ca'd~ usE wire sTaNOaAO sPeciFi~anoNS oNw REV. 9-6-99 3 of 3
N
Q
Z N M a h b t~ 4
2;1 SLOPE IMAX)
~ / EL. LIP=SEE CHART L ~ V E L SPREADER # I '
OUTLET PIPE 3'Rad. OR VEGETATED ° swALE RIP RAP OUTLET PROTECTION BELOW WIER OPEC
i v 342 3'WIDE 3'THICK LAYER OF N WIER OPENING w
tt57 Sl'ONE ON FILTER FABRIC ~
- 5 LF 6" PVC ~ .0.50% PAEADER L LIP 0 FOAEBAY tt6 Q 2" CONT. 3.9,1
NUMBER FEET ELEV. oPc ISF1 n - ' I: 60.3 338.50 1.99 24.0 v .~h
- «4 e 48° N 4"PERFORATED UNDERDRAIN W/ T T EN UR E OPPING - FILTER SOCK• OUTLET INTO _ DISSIPATOR SAD OR U S T C NC E I' ZI~OPPING _ (y~
VEGETATED SWALE WITH EROSION CONTROL MATTING ~ L w.. ;
4 tt5 CONT. N 11 W
T~ s ~ _ AI/ . 36 I. STABILIZE LEVEL SPREADER 9" UNDERDRAIN TO DAYLIGHT I~l . - • _ C~NCRET~ LIP: ELEV ,3.25• - • • x.25. _ ? ? ~
WITH TEMPORARY SEEDING CROSS SECTION 339. _ ~fp . ~~F~ AND EROSION CONTROL MATTING ~ LEV S R II! INE DINE ~ ~a ~
2.FOREBAY LENGTH SHOULD BE 1. _ = K5 NO GREATER THAN. 2x THE WIDTH FLARED END sECnoN
WITH ENEAGY OISIPATOR 4" D -1 V
"SEE -C _ .10~' , . UPSLOPE TDE i~ CLASS 'A'RIP-RAP FOAEBAY I'TI~K - _ - - SEE TABLE fOR AREA ~fON" , ~ ~ ®Z n ~ ~
8" SEPERATION SIDE SLOPES 3.3.7 _ ~
2 :1(MAX.) PLUG END ...w . ® ~ ~ V
33:6 INVERT = 338.50 ®~Z
6" WIDE CONCRETE LIP _ w =w~
3' WIDE 3' THICK LAYER OF ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
"57 STONE ON FILTER FABRIC ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ,L~ 335 OUTLET .PIPE TO LEVEL SPREADER ~ ~ m ~U
o WEIR OPENING = 339.50
OUTLET UNDERDRAIN -INTO DISSIPATOR PAD OR VEGET] ~ OR VEGETATED SWALE ~ ~
PLAN VIEW _334
' INLET INVERT = 338.50
~E11EL SPREADER CROSS-SECTION , LJ.J
10+00 10+ 10 10+20 10+30 If ~0 10+40 10+50
V
18" INLET PIPE
36"
24"
12„
12"
12"
J J
5 LF, 6" PVC 12"
@ 0.50% (MIND TO LEVEL SPREADER
1NV. (BOXJ=338.50 SAWCUT WEIR OPENING INTO
PRECAST CONCRETE 80X.
12" MIN (SAWCUT TO TOP OF BOX)
LEVEL SPREADER BYPASS NOTE: ALL DIMENSIONS ARE FROM STRUCTURE #1
THE INSIDE OF THE 80X.
DRAWING NO.
C-105
lemma