20070503 Ver 1_Site Plan_20070430

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" ~ ~ ~ ~ ~ 1. ALL MATERIM.S FURNISHED AND WORK PERFORMED SHALL BE IN CONFORfr - 12 x8 ~'E~ ~ ~ BE IN CONFORMANCE (C) CROSSING A WATER MAIN UNDER STORM SEWER
~ \ ~ ~ ~ \ WITH THE TOWN OF CARP STANDARDS AND SPECIFlCATIONS. WATER MAINS AND STORM SEWER MNNS SHALL HAVE A MINIMUM VERTICAL ~ CONSTRUCTION SHOMM WITHIN
8 GATE VALVE y.._--~----`~ ~ ~ ~ ~ ~ , - y-~ _ j v ~ , ` ~ 1 t ~ ~ 2. IXCAVATION AND CONSTRUCTION SHALL PROCEED ACCORDING TO THE LATE NG TO THE LATEST SEPARATION OF 12 INCHES WHEN HORIZONTAL SEPARATION IS LESS THAN 3 PUBLIC RIGHT OF WAY OR PUBLIC
W / N ~ ~-=~~`'~°e.~ ~ ~ - A \ ~ I ~ I OSHA REGULATIONS. ~ N { - ~ y„~.-~., - V~4RI E WIDTH ~ ~ A ~ FEET UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING. SFIALL ~ A PART OF THE TOWN OF CAR1f ROADWAY BID
~ ~ \ i A ~ ~ DIP - A A WN CARY ~ ~ , ~ ~ ~ ~ ~ ~ ~ I ~ I 3. UTILITY LOCATIONS: BREAKOOMM, ALL OTHER woRK IS
~ ~ ~ ~ ~ ~ TILL EAR MENT \ \ ~ ~ ~ ~ ~ 8, 48" MINIMUM COVER SHALL BE PROVIDED OVER All WATER MNNS UNLESS ~ L-SHEETS FOR E-22 THE CONTRACTOR IS SHOWN OTHERWISE. ELEMENTARY EXCEPT ~
. ~ ~ ~ \ , ~ ~ NOT ALL EXISTING UTILmES ARE SHOWN ON THE PLAN, THE CONTRAC • i ~ s ~ ~ ~ ~ \ \ ~ ~ \ ~ ~ ~ 1 RESPONSIBLE FOR LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. WATER AND SEWER. tOUND UTILITIES. CALL
- ~ ~ / \ - - \ ~ ~ ~ ~ ~ ~ \ ~ ~ \ CAROLINA ONE CALL (1-800-632-4949) 48 HOURS PRIOR TO EXCAVA RIOR TO EXCAVA110N, 9. THE CONTRACTOR SHALL PROVIDE THRUST BLOCKING AT BENDS AND TEES PER CHERRY H U F F M A N R C H I T E C T~ THE TOWN OF GARY STANDARDS AND SPECIFICATIONS.
~ ~ ~ ~ ' ~ ~ ~ A \ ~ F N F EXI TIN _ I _ ~ „ ~ \ ~ • ~ ' ~ „ \ COORDINATE WITH UTILITY AGENCIES OR LOCATIO 0 S G UT LITIE EXISTING UTILITIES AND 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING 135 E. Morten St„ Suite 101
- SS ~ 200 1 ; ~ L? W BL CKtNG .a ~ / \ WORK/COORDINATE WITH EACH ENTITTY TO REWOVE/RELOCATE CONFLICT CONFLICTS' UTILITIES IF REQUIRED DURING INSTALLATION OF NEW WORK, Raleigh, North Carolina 27601
19 4 ~ ~ (F V - ~ ~ , WJ8"~ GATE VALVE ~ I ® , - A A ~ , VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES BEFORE CONST 919.821.0805 9191821.0720 BEFORE CONSTRUCTION CONTRACTOR SHALL HAVE ALL PERMITS AND APPROVALS PRIOR TO BEGINNING www.cherryhuttmon.com
- ~ ~ _ -8 ~ N AN RDINATE WITH THE ENGINEER FOR CHANGES TO THE S I ~o _ A ~ , JJGES TO THE SANITARY CONSTRUCTION,
~ _ - ~ 9 p ~ ~ ~ ' ~ ~ ~ SEWER LINE LOCATION AND, OR UTWTIES, IF CHANGES ARE NEEDED, I ARE NEEDED, PLANS
4 ~ a, ~ BLt~, ~ MUST BE APPROVED 8Y TOWN OF CARY PUBLIC WORKS DEPARTMENT. _ - ~ \ DEPARTMENT. 12. SITE LAYOUT, GRADING AND DRAINAGE PROVIDED BY McNEELY ASSOCUITES-
~ ~ LOCATION ANO ELEVATION OF EXISTING UTILITIES AS SHOWN ON THE P~ OWN ON THE PLANS ARE SEE "L" SHEETS Dewberry
\a ~ ~ ~ \ SHOWN IN APPROXIMATE MANNER ONIY. i ~ ~ ~ ;a:~=' ~ A \ , 13, EXISTING TOPOGRAPHY BY "TAYLOR WISEMAN TAYLOR". Dewberry 8 De~is,~ nezwooosawE
~ , ~ _ - 0 ; ~ ~ ~ \ 4, ALL MANHOLES 12 -20 IN DEPTH SHALL BE 5 IN DIAMETER, mxle~o
~ ~ ' I ~ V A ~R' 14, THE PROPOSED sANrrARY SEWER FLOW IS 9600 GPD = 800 STUDENTS X LEGEND 12gpd/STUDENT Fwx °1e~B1'9°p
\ ~ ~ \ "1 \ f ~ \ 1 \ ~ 5. CONTRI~TOR MAY NOT OBSTRUCT TRAFFIC FLOW. CONTRACTOR TO USE T ACTOR TO USE THE
~ < ~ ~ \ \ NECESSARY TRAFFIC CONTROL AND SEQUENCING. / \ \ 15, ALL MH RIM AND COVER IN PAVEMENT SHALL BE FLUSH W/ PAVEMENT ~ STRUCTURE NUMBER SEALS
\ \ ~ d~ \ \ ~ \ _ I , - ~ \ \ 6. NOT ALL FITTINGS ARE SHOWN OR LABELED ON THE PLANS, CONTRACTOE S, CONTRACTOR SHALL 16. EXISTING GRADES SHOWN ARE TOPOGRAPHIC PROVIDED BY TAYLOR WISEMAN SANITARY SEWER MANHOLE ~seaogNhi
~ _ _ _ - ~ \ \ ~ ~ - P FlTT1N ANO VALVES AS RE UIRED TO MEET THE TOWN OF ~ ~ , - ~ , t ~ ROVIDE ALL GS Q ' THE TOWN OF CARP TAYLOR,
~ j ~ A V A STANDARDS AND SPECIFlCATIONS, N ~ i r., A \ \ 17, 8" PRNATE WATER MAIN = 3152 LF -SS - SANITARY SEWER LINE a~1~ q RQ!
+ ~ \ ~ 7, THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN SEWERS AND WAl EWERS AND WATER MNNS ,~20 OOt E S S I py ,~~i~~.
\ '0 ~ ~ ~ ' ~ \ ~ ` AS FOLLOWS; ~ _ / ~ ~ Y~ A
s ~ Y 4" PRNATE WATER SEnRVICE LINE =70,io ~ - W - WATER MAIN FI~ 4~D~ • I~t3S
. _ _ ~ ~ 1 ~ ~ ~ ~ ~ , ~ N ~ 8" PRNATE SANITARY SEWER = 997 Lf F0~ A IEVBPP~RPO S ~ILY
~ ~ ~ ~ \ ~ , ~ ~ ~ ~ ~ V ~ . ~ ~ ~ ~ ~ \ WATER MAINS SHALL ~ LAID AT LEAST 10' LATERALLY FROM EXIST ALLY FROM EXISTING OR 6" PRNATE SANITARY SEWER = 136 Lf ~~9
~ ~ ~ - ~ A V A ' ~ A~ ~ ~ ~ ~ ~ ~ PROPOSED SANITARY OR STORM SEWERS, MEASURED LATERALLY EDP D LATERALLY EDGE TO EDGE, 99F, N61ME~ CATER MAIN IS AT LEAST 18 18, ALL WATER AND SEWER ON PROPERTY IS PUBLIC, MH ~ NORTHING FASTING '''~onm1eSea'
~ \ 1 I l ~ \ ~ ~ UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS A , - - - ~ ~ ~ ~ ~ I ~ ~ ~ 4 C ~ . INCHES ABOVE THE TOP OF THE SEWER WITH A HORIZONTAL SEPAE >RIZONTAL SEPARATION OF AT 190 750435.6910 2030017,8748
_ ~ ~ A I i ' ~ \ LEAST 3 FEET. 19. BFP INSIDE BUILDING -SEE PLUMBING PLANS. 200 750470.5156 2030215,6817
~ X37 ~ ~ ~ \ ~ ~ (A ~ \ \ ~ \ ` (B) CROSSING A NEATER M./~N OVER/UNDER SANITARY SEWER. ~
20. RPZ INSIDE BUILDING -SEE FlRE PROTECTION PLANS. 210 750410.2995 2030336,6605
_ \ \ I , ~ ~ l WATER MNNS do SANITARY SEWER MAINS WHERE VERTICAL SEPARAT i - ~ ~ \ ~ ~ ~ THAN 18 INCHES OR THE WATER LINE PASSES UNDER THE SANITAF _ \ ~ A ~ ~ A R11CAL SEPARATION IS LESS 220 750308,2395 2030390,5305 1ER THE SANITARY SEWER, THE 21. FOR PRNATE SANITARY SEWER PROFILE -SEE SHEET C106 ANO C107. 230 749957.5022 2030391.6726
- ~ ~ ~ ~ ~ I \ ~ ~ ENTIRE LEG OF THE SEWER LINE SHALL BE DUCTILE IRON PIPE EQ E IRON PIPE EQUIVALENT TO 22 6" DIP WATER LINE SHALL BE 24" MINIMUM CLEARANCE UNDER ROOF DRAINS. 240 749957.5746 2030583,1017
~ A ~ ~ ~ ~ ! ~ ~ 1 ` WATER MAIN STANDARDS,
_ ~ ~ ` ~ ~ 1 ~ A ~ ~ ~ ~ A ~ WATER MNN SHALL CROSS SANITARY SEWER MAINS AT AN APPROXI M ~ ~ A ~ y ® ; ~ ` ~ DEGREE ANGLE. AT AN APPROXIMATE 90 23. PROJECT IS IN JORDAN LAKE BASIN (WATERSHED PROTECTION OVERLAY DISTRICT).
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/ / / _ _ _ _ ~ r~ 8" G~+TE VALVE \ ~ 5501 McNeely Drive - - - ~ ~ Raleigh, NC 27612
_ / ~ ~ I I , ' ~ \ 919,782.9697
f 1 _ / r . _ / , ~ STRUCTURAL
/ ~ / ~ I 1 j ~ Losoter, Hopkins, Chang
D ~ - _ , ~ ~ - l- - ~ i ~1 ~ ~ 1015 Wods Avenue _J ~
I ~r - ~ / ~ - ~ [ ~ a ~ ~ ' \ r ~ n Rolei h, NC 27605 Y~ W~ ~ , ~ \ I ~ ~+~+U 919,832.5587
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~ a i f - ~ - ~ % / ~ ~ 45' BEND c.. i i'~ ` r I ~ I II Raleigh, N.C. 27807
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~ ~ 1 \ ~ ~ . / ~ i r~. ~ - - - - - - - = ' ~ _ FOR ' , FOR'~CONTINU TION ? ~ ~ ~ I ~ ~ HORIZONTAL SCALE too3isoo
r~ ~ . - , / ~ 5' ND 8 DIP - ~ ~ - ~ _ ~ ® i ~ ~ } , 4 ~ ~ PHABE; i ~ 4 - ` y
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~ V \ ~ ~ ~c Y` ~ \ 7~ ,i \ 1 ~ . 1 1 ~ ~ ~ ~ ~ 1 i 1 - k ~ ' l ~ I p ~ ~ 1 INCH = 40 fT. DATE;
~ I 1 ~ ~ ~ ~ ~ ~ 4-03-2007
. ~ r' ~ 8 EE - - N F , / ~ ~ ~ ` ~ ~ ~ ~ ~ ~'i ~ ~ ~ ~ ~ ~ DRAWN BY.
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~ 2"x ~ TEE+ W `LOCK G ~ ; ; ~ l ~ ~ , F~~ ~ I SE: ~ ~ - ,
i i \ ~ I r i ~ ~ 1`_ __`n ~ I, ~ ~ REVISIONS _ ~ i ~ : ~ DF~
~ _ , f ~ ~ ~ 20' TOW 6F CARY ~ ( ' ~ ~ i , li ~ 1~' , _ ~ , ~N'AT~JRAL~ G~ ' ~ 3 MET~~~ ,It, ~ I N~ R i~, no, revielon dote
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, 'R MIP V ~ ~ ' ~ i! i~ I ~ ~ M; ~ ~ ~ ~ ~ ~~t1a~ it ~ ' , I~! : ~ -SIP ~ r
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' ~-'I 1. .TOPOGRAPHIC SURVEY PERFORMED BY TAYLOR WISEMAN TAYLOR
LEGEND SHOWN AT 2' CONTOURS.
NORTHING ~SnNO CURVE TABLE I~H
2029284.4986 STRUCTURE NUMBER \ too 750868.6928 ~ R HORD BEARIN E T NE OF STREAM LENGTH RADIUS TANGENT CHO D C N, _ 2. WETLANDS AND STREAM BUFFER DELINEATION PERFORMED BY
1 to 75o87i.5265 2029294.0887 CURVE DELTA FIE ' D OCATED ( L. ATCH BASIN TRIGON ENGINEERING OCTOBER 2006.
.4653 2029338,9640 ~ (CURB) C 120 750620 N 162,56' 320.25 N 83' 1206 E 3, ALL NEW SANITARY SEWER SHALL BE 8 INCHES IN DIAMETER.
- 55.1551 2029474.5982 ~ 19 49 45 321.86 930 130 7508 ® STORM DRAINAGE MANHOLE / 4, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT AND
N 52'38'01" W ~ ~ ` TOWN OF CARY STANDARDS AND SPECIFICATIONS, CHERRY HUFFMAMRCHITECT~
' 924,99 490 676.40 793.63 ~ p DROP INLET W/ GRATE 2 108'09 32 1 1 ~ ' S, PROJECT SITE IS LOCATED IN FEMA FLOOD INSURANCE RATE II I 135 E. Martin St„ Suite 101
~ i~` i'_ ~ i,,i MAPS (FIRM), AND IS NOT LOCATED WITHIN THE 100 YEAR Raleigh, North Carolina z76D1
i ~ i ~ ~ _ r + ~ ~ ~ RISER FUND ON ~ _ ; , , ! ~ ~ , , + POND RIP RAP CLASS SHALL BE 0 : ~ TLET PROTECTION SIZES AND I ~ ~ r + ~ ~ ~ NOTE. OU , , ~ ! Hw ~ 03 ~ FLOOD PLAIN. NUMBER 3720072400) AND 3720073400) DATED 919.621.oeos 919r821.o720 www.cherryhutfman.com
~ ~ ' i - PROTECTION HEETS C 112 C 113, AND C 114. • , ; + -TP TREE S ~ 1 4 . 5° , I~ MAY 2, 2006.
~ ; A I i'~'~ ; ~ ; ' ~ ' ~ ~ ` ~ ~ i ~r ~ t I I ~ B-5 \ ~ ~ C F FI ~ ,c t s 6, PROJECT SITE IS IN THE JORDAN RIVER WATERSHED.
1o b w 11 ! i I ~ I I , P INLET PROTECTION \ ~ 1 ~ ~ ~ ~ H ~5 ! ~ ~ \ s ~W X51 ~ 7, CONTRACTOR SHALL VERIFY MATERIAL OF EXISTING 12" SANITARY Dewberry
~ ; ~ i ~ I I , A ~ , ~ ~ ~ ,~C, ~ r ~ ~ \ 1
' \ ~ ~ ~ ~ ~ OP T PROTECTION F 2,028,93x.3 ~ 1 ~ ~ 1 , + ~ ~ I A Q OUTLE ~ ~ , , , , I v ~ CP • ~ ~ ~ ~ ~ SEWER PIPE. IF MATERIAL IS NOT DUCTILE IRON, CONTRACTOR ~~o~wa~A~
1 ~ ' ~ \ ~ ~ 1 O ~ 1 ~ ~ 0 SHALL PROVIDE 12" DUCTILE IRON PIPE AND APPURTANCES' ~~ND~z
' ~ ~ SF SILT FENCE r ~ ~ y s, \ \ ~ ,r•~ ; I I , ~ ; ~ 1 , i REQUIRED TO CONFORM WITH TOC STANDARDS AND
~ ~ ' I Q! I Il I ~ I ` R UND ELECTRICAL , ~ ~ ~ \ ~ ~ ~ O ~ ~ t i ~ + , UNDERG 0 ~ G 1 ~ ~ -UGF SPECIFICATIONS.
' +I < < ; A ~ ~ ~ \ N ~ 2~ \I 8. GROUND SURFACE OF PROFILE IS AT CENTERLINE OF ROAD. SEALS
W lII' 1 ~ ~ ~ 1 1 1 ~ s i I~iQI s I ~ 1 ~ SF~E o MAINTAIN MINIMUM COVER OVER WATERLINE PIPE BASED ON ~"111eeje
! t~ECT~TO XIS ING' 1 / \ 1 ~ 1 . ~
I fY 1 ~ I ' l TE LIN$ VIA ~ ~ _ _ ~ ~ ~ W 1s FINAL GRADE IN THE LOCATION OF THE WATER LINE. a•'~ AR.4l
I ~ ~ + I S EEV & VAL / ~ ~ ~ A PI G - t . + 1 I I ~ ~ ~ ~ ~ - i ~ ~4 tak00 , 0 ~ 9. SEE TYPICAL SECTIONS FOR ROADWAY DIMENSIONS AND ~~p~~.o`ESSrey.!y•~, ~ ~ , PAVEMENT SECTION. ` ~r4a ' ~'9'
, c_~ ~ i ~ l ~ ~ 1 3G. ~ v ; 1 ~ i in~,I~; ;I ,l ~ \ ~ i ~ ~
+ + + ! ~ D B, TIN TYP. 1 ~ ~ ; ~ 0 ~P TECH ~ ~ , r ~ ~ ~I ~ , ~ \ C TYP tt I 3 M N. 0 BO a , ! 1 + HANDI AP + / ~ ~ ~ ~ 10. CONTRACTOR SHALL SAWCUT PAVEMENT AND MATCH EXISTING FI~ D~ I~GS
ur1 ! ~ i ' t ' ~ ' \ ~ , ~ V I n ~ ~ ? ' k~ ~ ~ EDGE OF PAVEMENT ELEVATIONS FOR ROAD, SIDEWALK, AND Fob IEV~ s~ILY w CURB AND GUTTER, •~,9~ fN61NEN~~~~~?''
, I i Ir ~ U' ; , ; ; ~J ! ~ ; I t ~ ~ ~ X01 ~ ~ \ ~ N ~ ~ ~ ~ I I 1 1 i ~ ~
~i ~ s, Q ~r' , J i ~ 1 Ot1T 31 ~.00 ~ ~ N+ 11. 3:1 MAXIMUM SLOPE UNLESS NOTED OTHERWISE ON PLANS. (q A ~~5~ a
/ i ' 'i I Ir o ; ~ . ~ ~ ~ + 11 ~ -2~ i 12. ALL CONSTRUCTION ON THIS SHEET SHALL BE A PART OF THE ""ens"'''~ TOWN OF CARY ROADWAY BID BREAKDOWN.
C; TO CL , ~ ~ , - ~ + + ~ 5 CONC. SIDEWALK ~ , ,
1 ! ~ f r A ~ ~ ! E ,G2 _ !I 13. MILLS PARK DRIVE PAVEMENT DESIGN SHALL BE DESIGNED AND
I ~ ~ ~ / ` ~ o ~ ~ ~ ~ + ~ Ii ~ IM t . I , b - J~`' I SEALED BY A STATE OF NORTH CAROLINA LICENSED
~ ~ ~ 3 \ HW ~50~2 PROFESSIONAL ENGINEER.
i ZQ / ~ 1 .15 / 14. Lt =TANGENT RUN-OUT (TRANSITION 2~ TO 0~)
~ ~ ~ ~ ~ ~ t X51 Q' , ' ~ 12'x7' AN
4 ' - I ~ ~ ~ N 750732.0 5 ~ ~ ~ , ~ < ~51~ k ~ i~'xs' sox _ _ Lr =SUPER ELEVATION RUN-OFF (09~ TO 2~ SUPER, 2~
+ E 12028638.8 ~ I ~ ~ ~ ~ o , o CUtVEf~TS' ~ SUPER TO FULL SUPER).
W ~t 1 ~ J i ~ - ~ . ~ ~ \ ~ vr- ~ , ; ; ~ , W ~ ~ oiP N ~ ~ o ..C _ ~ 15. ALL STORM DRAIN, FRAMES, GRATE & HOODS SHALL BE
I p g ~ R N ~ - , VIE ~ 11 Op ~ ~ ~ ~0211~~ .9p ~~.1~ 1 ~ ~r y ~ I A ~t ~1 Nt°Tp ~ ~ I T STAMPED WITH "DRAINS TO RIVER" IN ACCORDANCE WITH TOWN
D 3 ~ E. , c l v-1n...~~ I 4 I. ~ , ~ B ~ r _ i IA 1_ ~ t, ~ ~ o ~ A~ ~ ~ W U OF CARY STANDARDS.
, 1 V ~ ~ ~ _ ~ 1 L o 7 5 ~ ~ ~ ~ ~ , J W 16. THE 100 YEAR FLOOD CREST ELEVATION IS 277.13'.
~s D ~ l1 L P R K ~
\ i . i I ; W 17. BMP'S ARE DESIGNED TO MEET 85~ REMOVAL OF TSS,
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~-,r t f ~ ! 0 l + \ ~ I ~ ~ ! 1, • , ~?~~wJ r ~ n° '1 I IN 31 .75 ~ m ~ ~ ~ 'I i ~ ~ ~ v i I ~ ~ 5' UTILITY STRIP
_ 1 ~ 1 j i~ ~ - / / f+ W ~ ~ t,5' 1' 1,5'
rRGrv ~ ~ 1 + 1 ~ I ! ~ ~ ~ (r \ ~ / _ _ SIDEWALK SEALS LTANTS
, I I . _ 1 I t . o v ~ . t- , l ; , i + ~ ~ ~ V ~ ~ i 1~ _ r i 1 p ~ ~ ~ O E i 1/ - 1 IANOSCAPE
, i,1 tO ? „ McNeely Aeeociotsa
~ ~ + f,r E 05 ~ NDI~AP ~ I i ~ 1 / ~ ~ c ~ c. i ~ , FAA \ / i~ A ~ r ~ ~ ~ / % ~ ~ ti, 2 7 ; ! 1 2 ~ ~ j= M ~ ~ (2) SCHEDULE 40 PVC 5501 McNeely Orive
EJ.~S I I P~Q MNS y~~~ ~ ~ i Raleigh, NC 27612 I (4") SCHEDULE ~ NOTE; IF CONDUIT HAS s19.76z.96~7
! I, . I W U1JT AND E LIS , r , ~ , , r ~ ~ ; ~ ~ N~`~ CURB G ER, - n
~ ~ , E STI ~ ~ i ~ \ ~ 1•-,0 ~ I~~', ; ' ' ' ~ ! ~ 1 AN SIDEIN K, OTECT 1 CURB & GUTITER i ~ ~ t 2,~~~,.8 ( ~ - ~ ' ± , 40 PVC 24 OF COVER OR STRUCTURAL I LESS, ENCASE IN Loaoter, Hopkins, Chong
. , , ~ ~ R + ~ ~ ~ ; ; ~ 1 i , - , I ~ ~ ~ I ~ EXISTING WATfR D ~ ~ ,I ~ ~ ! 1298.C'~'~, ,1i CONCRETE, 1015 Wods Avenue
+ ; i ( , STORM LINES. ~ y ; ~ ~ ~ ~ 1 ~ I l ) , r ~ ~
+ I ~ \ , ' + I DEV~ LK ~ r ~ r + I~ i ~ ~ 5 CONC. SI ~ ~ ~ ~ _ ~ ~ . r ~ I ~ r ~ I ~ , TYPICAL SECTION OF ELECTRICAL CONDUIT Raleigh, NC 27605 919832.5597
r PLUMS NECK, EIEC dt CIVIL
~ ~ ~ ~ Nj 00 N ~ tV - Dewberry k Dovle
N + + 'F _ 2301 Rexwoode Drive
+ _ _ + - _ - - ~ - ~ - ~ _ 4, r = 124' ~ ~ _ - STORMDR,4MdA0ESCHEDULE Raleigh, NC 27807-3386
Lr = 112 Lt = 63 Lt - 62 _r 12 _ _ ~ FULL S PERELEVATION 0.036 FT T RT _ Struct No. Struct a To Hood PI a Dle. M PI T Len th Sb Invert h R Invert Out 910.881,9989
Lt = 63 Lr - 112 2 CB 327.33 - 320.50 12 RCP 143 0.040D ROOFNIO CONSULTANT
,PVI STA 12±_56. _ _ - _ _ 314.78 314.53 Stotlord Coneultlnq Engineers
___PVI ELE 322.4 - - ~ ~ 340 3 CB 321.11 15 RCP 123 00841 7424 Chapel HNI Rd. Sulte 102
N M 4 CB 313.33 306.65 308.45 Rolelgh, N.C. 27607
340 - + , - _ OW POINT - - OW POINT E EV = 2$9.1 15 RCP 164 0.0683 Phone; 919-852-1038 r r 5 CB 301.00 295.25 295.00
L W POINT W POINT ST = 18±94.5 _ 16 RcP 16s a.o4o7 288.25
PVI ST ___PVI__STA.____18+00.___ 6 CB 292.93 16 RCP 100 0.0145
N PVI ELE PVI ELEV - 278.96 7 CB 289.85 286.55 286.35 PROJECT - 18 RCP 98 0.0181
5 - - - - - A.D. U A.D. = 12.60 Z 8 CB 28$.50 284.58 284.38 to RcP s4 0.0113 E-22 Elementary School
K• _ ~ m K = 5.56
3 - - ~ ~ 1
- . - - _ d O _ 7QQ ~ _V~
_ _ - r~ _ o ___i_____- STORM WATER NOTES; CLIENT
EX. 12 ~ ~ w
48 MIN, - 320 1. STRUCTURE NUMBER ON DRAWINGS DENOTED AS XXX Wake County
- - - - ~ - Q ` w m 320 ~ cn ?
4 ~ - - ~ ~ _ ` 2. CB =TOWN OF CARY STANDARD CATCH Public School System
__.pP- ~ ~ x o - _ o ~ - - BASIN. #8000.03
- - _ _ ` w > _ - _
~ ~ 00 ~ N O \ ~ ____u.._ 3. MH =TOWN OF CARY STANDARD STORM DRAINAGE ~Q~~
~ - _
=p ~ ~nN J MANHOLE, 8000.05 2
,0 I~p~N~N ~ ~ II (n
R P p ~ o~. _ ~ - ~ 120 LF OF 15 ~ N N ~ ~ II N_._ ~ N o ai ~ i o~.~-* 4. FES =FLARED END SECTION, NCDOT STD. 310.01. ~
~ 5.63 0 1 _ - - - - - ~ _ II p_. a. ~ II _o ,~~n
, ~ N 00 ~ ~ 5. ELEVATIONS ARE MEASURED TO THE GRATE ON DROP M * ~~y
_ N-- + ~ N ~ - N-N-r INLETS, TO THE RIM ON STORM DRAINAGE MANHOLES,
o _ II ~ Q ~I z ~ I~ z ~ 300 AND TO THE TOP OF THE RIM ON CATCH BASINS.
~ N F- 300 ~ o
`F ~ _ - - u _ o II _ o - to ~ ~ ? ? ~ ~ ? ? 6. RCP SHALL BE CLASS III REINFORCED UNLESS PROJECT NUMBER,
CP = ~ ~ OTHERWISE NOTED. 10031600
- ~.0 -._z_z_.-- - _ _ PNASE: z-Z---_
2 ` _ _ _ 7, ALL STORM DRAIN FRAMES, GRACES, AND HOODS SHALL Permit Submittal
_ - - €R _ _ __..._Q.__._______ -___q
_ N ~ ~ R BE STAMPED WITH "DRAINS TO RIVER" PER TOWN OF 4A 03-2007 RCP CARY STANDARDS AND SPECIFICATIONS,
CP .N o ~ 'cps DRAWN BY:
~j__._~_- _ ~-t4--------- - ~ ~ N ~ 1.8 ACH
~ -F i~}-. _ - - N Z ~ CNECKEO SY.
_ ~__.1L,_~ - P AK
_ _II__Q ~ _Q _ ~ Q N ~ Q Z-~ _ - ~ - --Q------- - - - - - - - - ~ 280 HORItoNTAL SCALE VERTICAL SCALE
- Z Z ZZ
280 ~ LF OF 0' 20' 40' 80' 0' 4' B' 16' REVISIONS 107 _ _ no. revision dais
~ ~ Pl- ~ ~F OF 8 S p~~ 1 CD;REVISION 03.16.07
M N~~ _ - - - c~ ~ \ 142 Lf c - - 1 INCH - 40 FT. 1 INCH = 8 FT,
~ z n~ 142 LF 3'~ 2 TOC COMMENTS 04.03.07 _ 03.28.07 _ __n_r.-_.7__/~_. _ 3 DWG
1 IF lIl" l r.,.e ni ne n7
A4
- - - r ® 0.50 CARY PROJECT NUMBER 07-SP-022 5 NCDENR 04.11,07
Win 00 APPROVED
CC) ZQ , , TOWN OF GRY
Approved By Date
75 LF OF Date ENTRANCE ROAD -~-.-~--p--._ - Planning
_ _._145 F_ Engineering Date PLAN & PROFILE
DD } tf-AF " - 7 8 _ - m 260
_ _ 01.0% 260 ul FE Z Z ° 9% C `102
• n n n A A i X 7 1 n n ~ nn I__4__tLllJ-._

: ~ _ ~ ~ _ _ ~ _ 0
~ i ~j ` ~ ~ ~ 1 may- / ~ _ `mil -f 7 f ~ F _ 1 N p IRE H_ CUF CURVE TABLE
, y p~p ~ ~ -29590f ASSEMBLY ~ _ _ R~ r~ 2 LO FF ~ , _ ~ STORM WATER NOTES:
i o ~ ~ ti / / ` : . ~ IN ,~CJT=285, ~ - _ ~ ~ TA NTH I o ~ l , . _ ~ CURVE DEL LE G Zi ~ , / ~ ~ GTH RADIUS TANGENT CHORD HORD BEARIN
o l 4,~ PVC . G ~ i - NC. SIDEWALK ` 1. STRUCTURE NUMBER ON DRAWINGS
~ i / ~ ONDUIT AN 155 _ ~ ~ " , I ~ y " ~ _ \ ~ 2 108'09 32 924,99 .99' 490' fi76,40' 793,63' N 52'38'01" W DENOTED AS XXX
~ ~ NOTE. OUTLET PROTECTION SIZES AND ~ I ~ ~ ZES AND RIP RAP CLASS SHALL BE FOUND ON 2. CB =TOWN OF CARY STANDARD CATCH
INV I -282. 1 / ` ~ ~ ur=2 a, SHEETS C112, C113, AND C114. ~ IyV'~0 ~ \ 14. _ BASIN. #8000.03
_ ~ CHERRY HUFFMANRCHITECT~
I R I _
~ E 5 _ i A ~ _ ~ ~ " ~ 3, MH =TOWN OF CARY STANDARD STORM 135 E. Yertin st„ sYite 101 " Roleigh, North Carolina 27801
0 o RI 4" Pv~.,CONDUIT AND - _ ' DRAINAGE MANHOLE, #8000.05 919.e21.o6a5 919r821.o72a
~I. \ ~ " =924. ~ ~ Id.~ _ " - ~ ~ / 0 3, 5~ i 99 _ - -.(1.~2 PVC C( ~ RVC i _ .a.~2" PVC CaN6UlT _ www.cherrynuftmen,com
0 1 ~ \ 160 ~ _ _ _ -
~ D 4x4 x2 Pb ~ ~ ~ 10 ASPHALT - •6 ~4"x4"x2' PbST = 4, FES =FLARED END SECTION, NCDOT
~ \ IN6IC~TE COI ~ DI \ l GREENWAY - 11~61CATE coNOUIT _ - STD. 310.01. Dewberry
,,~R . ~ \ ~ ~ ~ \ _ END (T1~P~ END (T~P~ _ _ _ ~ = - 5. VATI N A Dewberry & Devls, Inc.
,1~ ~ ~ ' - ~ ~Y. ~ ELE 0 S RE MEASURED TO THE ~,RExwD~soN~E
4 Y I T ~ ~ - _ _ .i~~_ W-'T'-', GRATE ON DROP INLETS, TO THE RIM F~N~:A~e.„~.~
~ \ ~ , " ~~'°~"f ON STORM DRAINAGE MANHOLES, AND
9 ~ ~ ~ ~ _ ~ TO THE TOP OF THE RIM ON CATCH sEALs
~ ~ ~ ~ ~ BASINS.
2 ~ ` \ \ \ \ ~ 1 / 1 'LF PVC neu„eej•
\ \ ~ ~ 1 \ ti ~ ~ ~ \ ~ ~ ~ 31 - 81C~PP .RAMP ~ \ \ ~ ~ ~ 0 4MP ~ _ ~ ~ ' 6. RCP SHALL BE CLASS III REINF ~'~N ~ ARO
N ~ ~ ~ \ ~ ~ \ ~ ~ ~ ~ ELEC ICAL CONpUIT iA " ~ \ ~ ~ 1 ~ 8 GATE VALVE ti~ ORCED ~ ~i s vE ~ - ~ - , y-~- UNLESS OTHERWISE NOTED. ~.~o,.~~ss~ay'~y ~
\ OVER STORM TYP 0 ~ ~ (
_r i ~ ~ y ~ i \ 3 ~ ~ , \ \ ~ ~ V ~ ~ ~ ~ ~ ~ x ~ ~ ' ' Fib 6~# I~GGS
a ~ ~ ~ ~ j g5 ~~~-'x~~~` ~ ~ ; '~I f'~ 7, STORM STRUCTURES AND PIPES BETWEEN Fo R E~6 s ~ ~r
\ 41 \ ~ ~ I ~ ~ 13A - 13 AND 14 ARE WCPSS. ~••,o •
LEGEND , ~ v - ~ ~ \ ~ \ 0 ~ ~ ~ \ ~ i ~ , ~ \ 1 ' ~ N ~ ~ ,
L + ' ~ , ~ \ ~ ti, \ ~ ~ 5 ONC. SIDEWALK ~ r ~ / ~ / STRUCTURE NUMBER ~ ~ , ~ ~ ( ,~2 r~, 8, SANITARY SEWER AND WATER NOT aueeB„oee?''
~ F LOCATED WITHIN RIGHT-OF-WAY OR
~ v v ~ \ + v 1 1 I S ~ ~ l ~ ~ ~ I ~ (CURB) CATCH BASIN ~ ~ ° ; u+ ~ ~ f ~ ~ \ ~ A G ~ / _ J ~ "F ~ / PUBLIC EASEMENT SHALL BE PRIVATE AND
P -(Q ~ A , ~ o ~ ~ ~ A \ ~ 2 ~ ' ~ ~.r _ A~ ~ ~ ~ r - ' ~ J OWNED BY WCPSS.
~ ~ ~ ~ 0~ ~ ~ r ® STORM DRAINAGE MANHOLE ~ti, g ~ ~ , 0 ~ ~ ~ C ~j I ' i
1 \ G " ~ 9. ALL STORM DRAIN, FRAMES, GRATE &
DROP INLET W GRATE 0 ~ ~ 0~ \ ( ~ ~ 8 GATE VALVE ' ~ ~ J HOODS SHALL BE STAMPED WITH "DRAINS
~ ~ ~ ~ 12 x8 TEE ~ \ POND RISER , ~ \ ~ ` 30y~ 3 \ ~ ~ r
~ 0 \ i ~ ~ ` ~ TO RIVER" IN ACCORDANCE WITH TOWN OF
\ 0 ~ -TP - TREE PROTECTION \ REBA 2 ~ 306 U' ~ \ i ~ ~ \ ~ ` 2 1 ~ ( ~ ~ CARY STANDARDS.
V ~ i A_ \ ,9 ~ Q , ~ 1\ ~ -
P TIN i ` 'i ~ ~ ~ ~ ~ - INLET PROTEC 0 ~?g ~ i ~ 284. 8 . ~ i \ 2 94 0 ~ ~v` . ~ ~ \ ~O.
~ I \ 28 ~ ~ 8 a I \ ~ ~ STORM DRAINAGE SCHEDULE
_ ® OUTLET PROTECTION ~ ` / ~ 9 9~ a~ Sf?uct No. Struct T To Hood P Die. n Pi e T Un Sb a fFA't Invert M R Invert Out
- -SILT FENCE ~ t ~ ~ ~ \ ~ ti SF •;A; ~ 5 CONCRETE ~y , ~1, " G1~+ 9 CB 289.50 283.88 283.48
\ ~ R ~ ~ G 24 RCP 67 0.0050 ~`~(~~{i~~ 18 CB 290.50 283.13 282.93
ti S . • . • ~ ~ SIDEWALK \ ~ :!y \ \ ~ ~ --IIGE UNDERGROUND ELECTRIC / ' ~ ~ ~ ~cG~ v 24 RCP 80 0.0050
~ \ ~ ~ 1 ~'M ,7~ 19A MH 294.00 282.53 282.33
~ ~ r HORIZONTAL SCALE 24 RCP 19 FES - 138 0.0133 280.50
~ \ ~ MH NORTHING FASTING ~ ' 0' 20' 40' 80' _ - -
2 9581,4783 ~ 1 140 750856.3835 02 ~ • ' • ~c.• '~S 10 C8 311.94 - 307.00 CONSULTANTS
150 750830.7427 2029689,0729 Z 15 RCP 43 0.0200 1 INCH = 40 FT, 11 CB 311.94 306.14 305.94 SEALS
155 750884J342 2029705, 6154 ~ j ~ ' ~ • > ~ ~ \ ~ MICRO OL 15 RCP 210 0.0100 LANDSCAPE
~ \ ~ 160 750775,8392 2029804.7456 ' • ' . ' ' ~ ~ ~ 12 CB 312.47 303.84 303.55 McNeely Aeeoclatee
KEY STONE ~ \ 170 750705,3313 2029888.2681 ' ' : • : • . ; . ; . • . ~ ~ E1~ERGENCY WE VERTICAL SCALE 18 RCP 130 0.0200 5501 McNeely Drive 15 CB 310.5 300.95 300.75 Roleigh, NC 27812
180 750570.3649 2029979.4153 ~ ~ \ = a. ~ ~ ,C` L 5 0~ 4' 8' 16' 18 RCP 167 0.0404 919,782.96177
190 750435.6910 2030017.8748 ~ COMPOSITE REINFORCEMENT ` , 16 CB 304.5 294.00 293.50
200 750470,5156 2o3oz15•s8~7 TURF MATTING 1~' X 1 ' , 24 RCP 142 0.0413 STRUCTURAL 1 INCH = 8 FT, 17 CB 298.5 287.83 287.43 Loecter, Hopkins, Chong
210 750410,2995 2030336.6605 ~ ~ \ ~ ~ 24 RCP 171 0.0392 1015 Wode Avenue
. ~ ~ - ` , ~ \ 50 LF OF 15 P , , ~ 17a FES - 280.50 Rolelgh, NC 27805
00.5X ~ ~ ~ ~ rn ~ _ _ _ _ 919.832.5587 of 13a DI 312.5 - 307.70
~ INV. OUT = 279.75 ' ~ ~ ~ ? \ 12 RCP 25 0.0400 PLUNe YECN, ELEC R CIVIL
13 CB 313.5 308.70 308.50 Derberry do Dovle
~ FULL SUPERELE ATION ®0,040 FT FT LT - ~ 12 RCP 70 0.0100 2301 Rexwoode Drlve Lr = 124' 14 CB 313.5 305.80 305.80 Rolelgh, NC 27607-3368
15 RCP 75 0.0200 919,881,9959
15 CB 310.5 304.10 300.15
_ - HIGH P INT ELEV = 312.26 M__._ _ HIGH PO NT STA = 2 +52.70--- - - - ROOFING CONSULTANT
340 340 Stafford Coneulting Engineero
V A=25+0 T r' 7424 CAapel HNI Rd, Suite 102 T r Rolelgh, N.C. 27807
~ PVI ELEV = 313 92 0 _ NOTES: Phone:[phone]
- 1. TOPOGRAPHIC SURVEY PERFORMED BY TAYLOR WISEMAN TAYLOR.
- K = 56.02 0
_ Z 2. WETLANDS AND STREAM BUFFER DELINEATION PERFORMED BY TRIGON PROJECT
- 330.00' VC + ENGINEERING OCTOBER 2006. E-22 Elementary School
Q O
' :cD 3. WATER MAINS AN'~D APURTANCES WITHIN THE RIGHT OF WAY SHALL BE
~ - _ O _ - _ ~ ~ +I NN PUBLIC,
~ ° ° -
+ ~ 2NM I ~m___ _ 320 4. ALL NEW SANITARY SEWER SHALL BE 8 INCHES IN DIAMETER. CLIENT
320 O O O N N O + M II
O ~ ~ c0 00 00 ~ O - ~ - _ W Wake County
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT AND TOWN OF ~ _ Public School S stem
O N =~~N NON ~ ~ Q _ N ~ N > ~ CARY STANDARDS AND SPECIFICATIONS. y
N ^ 2 II Q II = II _ - ~ o ~ N + N I ~ rn + N II ~ M II - - Z RV
_ Rv _ s _ ~ 6. PROJECT SITE IS LOCATED IN FEMA FLOOD INSURANCE RATE MAPS (FIRM), ~gU ~
_..._____..__...__v__-._-_ ~ N Q N Q Z~ N Q Z~ + NII~ II p _II_~ _II_O „ AND IS NOT LOCATED WITHIN THE 100 YEAR FL000 PLAIN. NUMBER ~{Q
3720072400) AND 3720073400) DATED MAY 2, 2006. ?
Q _ O _ it .-Z___-. - . U V ~ ~ ~ > > R _ Q ~ _ ~ _ _ cn _
ww / rA _ 7. PROJECT SITE IS IN JORDAN RIVER WATERSHED. ~
rn ~ ~ _ J_
_ _ _ "DIP ~b ,,y`0 „ MCP 10 LF 8. CONTRACTOR SHALL VERIFY MATERIAL OF EXISTING 12 SANITARY SEWER M * ~
r_ l.F ~
300 pvc 1,29 130 / ~ ~ 300 PIPE, IF MATERIAL IS NOT DUCTILE IRON, CONTRACTOR SHALL PROVIDE
/ 1 • 12" DUCTILE IRON PIPE AND APPURTANCES REQUIRED TO CONFORM WITH _ _ TOC STANDARDS AND SPECIFICATIONS,
A.~{~-- - - PROJECT NUMBER:
IP W 1a D - - ~
/ " vc 1 1 •pA• , _ _ _ _ - _ -a-_P _ - _---------a.~- P 9. GROUND SURFACE OF PROFILE IS AT CENTERLINE OF ROAD. MAINTAIN 10031600
„ ~ - 48 M N. 110 - - C~ 50%______ MINIMUM COVER OVER WATERLINE PIPE BASED ON FINAL GRADE IN THE PNASE:
C LOCATION OF THE WATER LINE. Permit ubm ttol
oerE:
_ _ 6 7 LF . -1.q.2 10. SEE TYPICAL SECTIONS FOR ROADWAY DIMENSIONS AND PAVEMENT SECTION, 4-03-2007
- ~4 LF pF 24" „ R c DRAMN BY;
0 0.6 % 3 1.F - - o/ 12 11. CONTRACTOR SHALL SAWCUT PAVEMENT AND MATCH EXISTING EDGE OF AcH
o PAVEMENT ELEVATIONS FOR ROAD, SIDEWALK, AND CURB AND GUTTER. CNECKEO BY:
~.--DIP.__ _ - _ ...11~__ 280 PAK - ~~tn
280 OF o ~ o ~ ~ LF 5~ O O . o - 12. 3:1 MAXIMUM. SLOPE UNLESS NOTED OTHERWISE ON PLANS. REwsloNs
" Ip „ „ • O g 0 ' _ _ m _ . _ ~ ° ° _ _ o O _ - _ ~;e$ ~q-__ -
_ _ - --24 -RCP._. __24__RCP_...__..____ o~ ~ ~ . ® 0.60% ~ 3.50% O no. revlslon data
- _ 13, ALL CONSTRUCTION ON THIS SHEET SHALL BE A PART OF THE TOWN OF 1 cD,REV1sloN o3.1e.o7 ~ Z-~--_------ CARY ROADWAY BID BREAKDOWN. 2 TOC COMMENTS 04.03.07
1L_ -9_--- __1l . -
. , J DWO 03.28.07
Lulr- 0C9 OIL U(n ? Ufn ? 210FZZZ
U Z Z 4 TOC COMMENTS 04.09.07 5 NCOENR 04.11.07
L4 00 LA I WIP ri vi 00 . CARYPROJECTNUMBER
co (D 00 APPROVED
cC14 N TOWN OF CARY
0) Q ~Q Approved By Date ENTRANCE ROAD
z _ LU r-- 260 - Z z F2 UcnF__ Ucn 260 Planning Engineering Date PLAN & PROFILE
19+00 20+00 21+00 22+00 23+00 24+00 _25-+00 26+00 7+ C103 2 00 _

I ' STORM WATER NOTES: ~ f ~
~ r 1 I _ ~ ~ ~ r
/ ~ ~ ~ / ~ ~ \ ~ , i i ~ I ~ ~ 1. STRUCTURE NUMBER ON DRAWINGS DENOTED AS XXX
i f l \ V ~ \ \ \ ~ I ~ t yl ~ / ~ ~ \ \ ~ ~ r,. V ~ ' i l 1
A ~ \ / I \ y 2, CB =TOWN OF CARY STANDARD CATCH 1~ ~ ~ r`~ ~ BASIN. #8000.03
~ ~ -i(~ ~ ~ _ - ~ ) ~ ; ~ ~ ~ ~ / , ~ 1
i l ~ I 1 ~
r ~l ~ , ~ \ ~ ° , ~ _ ~ ~ 1 ~ M . _ i \ ~ ~ ~ c , , , ~ i ~ I I. \ _ / 1 I I. I ~ II 3, MH =TOWN OF CARY STANDARD STORM DRAINAGE CHERRY HUFFWANRCHITECTd»
~ t ~ ' ~ MANHOLE. #8000.05 135 E. Martin st„ suite l01
i ~ i~ t i RolNgh, North Carollno 27801
M ~ I ; ~ 919.82L08a5 919F821,0720
` 4. FES =FLARED END SECTION, NCDOT STD. 310.01. www.cherryhuffmon.com
~ r ~ 1 1 ~ ~ ~ ~ a~ N ~ ~ ~ ; \ ; ~
~ ~ ~ / u~ 1 ~ I`~' 5. ELEVATIONS ARE MEASURED TO THE GRATE ON DROP
" ~I` ~ INLETS, TO THE RIM ON STORM DRAINAGE MANHOLES, Dewberr / ~
l \ 1 ~ _ _ _ - / / l V ~ ti \ / i ~ ~ / ~ ~ - _ _ ~0 ' ~ ~ ~ Dewberry ~ DeNB, Inc. y
/ 1 ~ ~ ~ C' i i / / r / ~ ~ / ~ ~ 2 owoFF AND TO THE TOP OF THE RIM ON CATCH BASINS. D~
Alai MBLY 6. RCP SHALL BE CLASS III REINFORCED UNLESS
l ~ ~ ~ ~ ~ i i 1 ~ f ~
~ ~ OTHERWISE NOTED.
/ ~ I I ~ ~ ~ ~ . - CUR (3(J R~ ~ ~ ~ i A ~ ~ ~ ~ ~ ~ . - _ ~ ~ HAND AP RA ~AP RA ~ (2) 4" AND (t) 2" SEALS
/ ~ ~ ~ ~ m \ ~ ~ - ~ - - - ~ GATE V~LaOE ~ ~ ! ' PVC CONDUIT 7. SANITARY SEWER AND WATER NOT LOCATED WITHIN THE ~ cROSSINC RIGHT-OF-WAY OR PUBLIC EASEMENT SHALL BE PRIVATE C A ~~''o,°
~ A .r~~ ~ ~8 TEE / ~ ~ ~ ~ REENWAY / v ~ - G ~ ~ 1 ~ D ~ \ L N r '
~ n - I ~ ~ ~ z \ - - _ _ ~ ~0 ~ ~ z ~ ~ ~ { ~ ~ ~ 1 ~ ~ ~ GAT E ' l r a ~ \ ~ i / ~ ~ AND OWNED BY WCPSS. ~.•'o~; oio~~~y'•s ~ iW~ .•~sa +ti.9•
c~ i / _ ; IPN _
~ , , / ~ ~ ~ (0 ~ _ 3 r r Z ~ , ~ ~ ' FIB ` Del I~GS 8. ALL STORM DRAIN FRAMES, GRATES, AND HOODS SHALL BE
- 4 ~ ~ , i ~ FE ~ o ~ ~ ~ ~ ~ ~ ~ gg.8 ; o ~ ~ ~ N STAMPED WITH "DRAINS TO RIVER" PER TOWN OF CARY FoI~~A IEV80 ~f~ILY
~ / o y . I IN a / _ ~ ~ _ i ' ~ STANDARDS AND SPECIFICATIONS. 'y9 • f~61ME~~' •'~•'e
r-, I i g _ - - - - _ - W.--, I ~ ~ ~s ~ - ~ ~ '1 ~
~ INS ~ W 0 / / Q S uC~oS STORM DRAINAGE SCHEDULE hi~eisKeaaa~ T +10.
p _ / ~ I ~ - ~ - Struct No. Struct T To ood R P Die. in Pi e T Len Sb Invert In R Invert Out R
r ~ ~ ~ W ~ ~ ' N ~ ~ ~ ~ _ ~ 0 i , ~ / N I 10 CB 311.94 - 307.00 I / ~ 15 RCP 43 0.0200
~ ~ - r`~ t - ~ ~ I 1 ~ _ ~ ~ 11 CB 311.94 306.14 305.94
/ ~ ~ 0,~ v / ~.1~' j' N ~ , 3 - v ~ INSTALL 4"x4"x2, 15 RcP z1a 0.0100
~ ~ 1 ~ ~ `W ~ I - _ ~ ~ _ _ - - 1 ~ 23 CB 310.12 305.25 305.00 ~ 4 POST TO INDICATE 15 RCP 81 0.0247
~ V~~ ~t 30 i ~ ~ ~ ~ - r ~ ~ i t U1 ~ / ~ f/` END OF CONDUITS 25 MH 307.58+f. 303.00 302.75
~ ~ ~ •2s PA ~ - - - ~ ~ ~ ~ L S _ MI N i (nP) 15 RCP 99 0.0258
m N ~ ~ -bF- o v~ ~ ` AMT ~ _ - ~ ~ oo RI / I 26 CB 305.45 30020 300.00 ~ 15 RCP 43 0.0140
m ~ $ ~ LEA _ . I i IAB _ --I ~ i ~ ~ WAR i a7 ~ 1 ~ 7 5 0 ~ i I f 1 3 r ~ ~ r ' 27 CB 305.45 299.40 299.20
~ j ~ i~ 1 I ~ 1 - - ~ 18 RCP 40 0.0050
' I I I I I i~ ~ v ~ E RGEI~CY - ~ ~ ~ ~ - ~ ' i 28 FES - - 299.00
m I VNEIR m ~ ~ ~ 5 - _ i i ~ { / 22 CB 310.12 - 306.12
3i0 F ! 12 RCP 43 0.0202 I
m ~ J ~ ~ oo• ~ - _ r, - / 23 CB 310.12 305.25 305.00
n _ ~ ~ - - - - i I -J' I / 24 CB 311.1 - 304.00
p ~ t ~ ~ ~ r' ~ ~ ~ - I ~ , I ~ ~ - ~ ~ 6" PuC ,7,.irrv(pY 15 RCP 37 0.0270
~ ~ _ 5 C RETF1 I ~ , - _ ~ ~ N 'p ~ ~ ~ ~ ' ~ , ` ~ ~ ~ ~ ~ _ i i - ~O~ 25 MH 307.58+1- 303.00 302.75 ~ HOC-A.~~~.~. S
-H i z ~ , ~ ~ ~ ~ r, ,i J 1 ~ _ ~ ' % ~ N TES:
1 \ / ~ ~ ~ ~ 'I t l c ~ 5 C. SII>~W - , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~1~ti~ 1. TOPOGRAPHIC SURVEY PERFORMED BY TAYLOR WISEMAN TAYLOR, CONSULTANTS t,
C \ I ~ A ~ / 9' -w~ ; ~ ~ r z I I ~ ~ , ~ 1' RIP ~ v \ - SEALS 4 1 V
~ o ~ ~ _ / ~ ~ - ~
~ ~ ~ A \ _ ~ CURB ~$l" GUkTER - A~ : - _ i f ~ ~ ~ ~ - ~ ~ ~ _ I 2. WETLANDS AND STREAM BUFFER DELINEATION PERFORMED BY M NeelyPAseociotea
~ ~ 5 ~ ~ ~ - - - ~ g _ / ~ ~ ~ _ ~ m - , _ . _y TRIGON ENGINEERING OCTOBER 2006, 5501 McNeely Drive _ Raleigh, NC 27812
~ ~ ~ / / I t 11 + I O \ \ \1..~ 4 I IlJ ~ ~ / ~ / / / / . ~i ! \ _ ~GJ Y' ~ 1 ~v ~ - V ~ - _ 919,182.9697 - r3 - ~ ~
-~js-~~ ' ~ 3, ALL NEW SANITARY SEWER SHALL BE 8 INCHES IN DIAMETER. I I STRUCTURAL
1 ~ ~ i ~ ~V ~ ~ % ~ ~ .4 ~.1 ~ 4
1 ~ V~ - ~ ~ . - i' i a5 n ~,N 1 v . ;I ~ 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT AND ;o etwa a°Awnue hang
TOWN OF CARYI STANDARDS AND SPECIFICATIONS. Raleigh, NC 27605 919,832.5587
5. PROJECT SITE IS LOCATED IN FEMA FLOOD INSURANCE RATE PLUMB NECH, ELEC k CIVIL
ewberry outs ~ MAPS (FIRM), AND IS NOT LOCATED WITHIN THE 100 YEAR
Lr 124' L = 62' NORMAL ROWN 2301 Rsxwoode Drive - FLOOD PLAIN. NUMBER 3720072400) AND 3720073400) DATED Raleigh, NC 27807-3388
- _ IGH POINT E EV = 314.3
------tE3Y~-f~ PIT-~E~~- = 3-1~-~9-__-__ MAY 2, 2006. 919,af11.9989
HI H POINT ST = 30+80. 9 --___.-_~~y.-PC T-sTA---=- _ ROOFING CONSULTANT 340 6, PROJECT SITE IS IN JORDAN RIVER WATERSHED. Stafford Consulting Engineers
340 PVI STA 31 +00 7424 Chapel HIII Rd. Sulte 102
- PVI ELEV = 315.72 Rolelgh, N.C. 27607
--.PVI -EE{-~--_--- _ ~ A.D. _ -4.50 ~ _ 7. CONTRACTOR SHALL VERIFY MATERIAL OF EXISTING 12 SANITARY Phone; 919-652-1038
T__.__ _ _ - - _ - _ - - SEWER PIPE. IF MATERIAL IS NOT DUCTILE IRON, CONTRACTOR
- - - - _ - - SHALL PROVIDE 12" DUCTILE IRON PIPE AND APPURTANCES
~ _ 250. VC _ _ fi~3f~:60--~ - - REQUIRED TO CONFORM WITH TOC STANDARDS AND PROJECT
SPECIFICATIONS.
E-22 Elementary School
_ ~ ~ ~n N M ^ ~ ~ . _ g, GROUND SURFACE OF PROFILE IS AT CENTERLINE OF ROAD.
+ N - + - - ~ _ N M M
Z ~ MAINTAIN MINIMUM COVER OVER WATERLINE PIPE BASED ON
_ _ - - N ~ _ _ _ Vl W fn V1 W W U U U - - FINAL GRADE IN THE LOCATION OF THE WATER LINE. _ _ CLIENT
j~ _ W W W - - ~ 320 g, SEE TYPICAL SECTIONS FOR ROADWAY DIMENSIONS AND
320 W m m
~ 36" CLASS 36" CLASS 1 o PAVEMENT SECTION. Wake County
/ Rv 95 LF OF 15 RCP _ _ _ a^ - Public School System
_ _ j _ - - 9.47 10. CONTRACTOR SHALL SAWCUT PAVEMENT AND MATCH EXISTING
- 4 _~F_-4F__ EDGE OF PAVEMENT ELEVATIONS FOR ROAD, SIDEWALK, AND ,RCP.---- T._._..-
i ~ 4 MIN. ~ 1 RCP - - - 1.00 - CURB AND GUTTER. Q~~ C~
i 1.00 1-__.._. Z
\ o ' ~ _ _ 11. 3:1 MAXIMUM SLOPE UNLESS NOTED OTHERWISE ON PLANS.
- _ _ _ ~ LF F ~
- - - - - - i . 4 99 ~ ~ - 12. ALL CONSTRUCTION ON THIS SHEET SHALL BE A PART OF THE
_ _____n, n ~ N CP ~ 7 - -fib"-MCP TOWN OF CARY ROADWAY BID BREAKDOWN. ~y
t2 p?P CP 1.00 0 43 L OF__ - - - _ M * ~
300 15 CP 3 LF F ° - 300
13. MILLS PARK DRIVE PAVEMENT DESIGN SHALL BE DESIGNED AND
o a 2 RCP 2.02 L SEALED BY A STATE OF NORTH CAROLINA LICENSED
_____v___ PROFESSIONAL ENGINEER, PROJECT NUMBER;
p ~ - 122 LF F 15 _RCP - - -
_ _ _ _ - - .-76~ _ ®3.69 „ r 14. OUTLET PROTECTION SIZES AND RIP RAP CLASS SHALL BE 10031800
U U o - T-------- - ---2-- _ - ~ AND B OWOFF FOUND ON SHEETS C112, C113, AND C114. PHASE:
OWOFF Permu Submittal
W 122 LF OF 4" RCP ~ ~ O LEGEND DATE; 4-03-2007
~ .9 0 Q STRUCTURE NUMBER HORIZONTAL SCALE
_ DRAWN BY: 0' 20' 40' 80' ACH
N _ ~ (CURB) CATCH BASIN
~ ~ Q > O ~ _~-T~_ CHECKED SY;
~ ~ _ Z - - - 280 ~ Ucn~_ ~ 000 . 280 ® STORM DRAINAGE MANHOLE 1 INCH = 40 Ff, PAK M
'O
' c0 ~_r~___ p DROP INLET W/ GRATE VERTICAL SCALE REVISIONS
no. revbion dote - - M-~- ~ ~ ~ POND RISER 0' 4' 8' 16' 1 cD,REwsioN 03.16,07
_ - _ II .?_Q.--__.__.-- 2 TOC COMMENTS 04.03.07
II - - II - 11-~-? ~ Q N Q > N > > > O ._--c N ~ > - - -TP - TREE PROTECTION t INCH = e FT. 3 Dwo o3.z6.o7
-ZZ ~p C C) Q U' Z Z 4 TOC COMMENTS 04.09.07
LO N ® IP INLET PROTECTION 5 NCDENR 04.11,07 01
L_710-04 OUTLET PROTECTION
M.F-_.._._~_ CARY PROJECT NUMBER 07-SP-022
M ~ IIZ ~l._? -SF - SILT FENCE APPROVED
_ I~ Q----_...------------ - _ _ Q____._._ 04 _ TOWN OF CARY ENTRANCE ROAD
260 ? 260 -UGE- UNDERGROUND ELECTRIC Approved By Date PLAN & PROFILE Planning Date
Engineering Date C104
V 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00

f ( / i
~ 1 i ~ r;
f ! ~
I i
It ~ ~ r
t I j NOTES;
~ , 1. SEE TYPICAL SECTION SECTION ON SHEET C112 FOR PAVEMENT. CHERRY HUFFMAMRCHITECTI&
r 2. SEE SHEET C108 FOR X108 FOR STRIPING. 135 E. ~1DrtiR st., s~lte tot
~ ~ t Raleigh, North Carolina 27801 919.821.0805 9191621.0720
i ~ ,f www.chenyh uffm en.com
jl(
i
I I' Dewberry
~ ( i Dewberry fl Devla, Inc.
i ~ rf I z aaot ne:zxrooosonue eul,E ~ ~ ~ wuFION,NCaets .
F ~ 1 PHDNE: e10.911.118/ i ~ ~'a FAX 9i/,e11A129
I ~ ~ 1 ~ \ r r
i ~ ~ r ~ 1 ' 'r SEALS .
i { ' 1 \
I f 1 / 11111 _ ' ~,R ~
i .
~ t I ~ j
I 1
I ,f,~'f r FI~ ` D~4 I~GS
~ f + F0~ R IEY~ S OILY
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~ ~J "Y. t ~ r ~ i ~ 1 1
II H li ~ Il I! m O.~ v lVl1~~ - 11 ii II ~
NP.i(,d- NGJ_ ~ I rv ' ~ ~~AOOZ I I z
(P tJi O Z 0170 Z C~ I ~ n ~ `'-A ~ to ~ i I
cn ~r, ,,n ~ cn c.n O ~ ~ ~ O m i i SAWCUT EX. EDGE ` m
~ _ OF ASPHALT c.
~~7~
cRass o ~ , I r 4 ~ ,LANE - ~~~.a., ~..a., ~I, U I ~
w. MPH _ .°.Y~4 .1 C.
_ Z ~
~ PARK D NE x - - _ ~ . FOR MILLS - _ -
_ ~Jt_ _ _ URMAM RD` ~ r :~n
w1~~ _ ~ . -
r ~ ~ ~ a _ I - I-
~s i - i ~~~%{`~l SEALS / ~ ~ ~ LANDSCAPE ~ - `w-t
m ~ - _ . I ~ SAWCUT INE - T - - ---_--__~,~r - r.._.._._,_ ~ c ee aaoc a ea Y v__..... _ ~~~400, ~ ~ - _ . ~ ~y.~; 5501 McNeely Drive
~ -f ~ 00 f 4 L - C . T iz
I , , . __j. ~Gf . • - - 812 ~ - 919,782 96f77 j ~ _ _ - -
- / -`'::~-x._w-...~ 8TRUCTURAL
3 +R / ~-l.~-Q.~-vim,. rvW~v, ~ _ - - _ - - _ _ I'Y , r ~ . ~ ~ ~ ~ . - -~----~a----- ~ ~ - ~ ~ ~ , _ ~4°~;~ Loaoter, Ho klne, Ch n
_ _ _ P ~Q Tai D - ` 1015 W de Avenue - - -
Ralei h, NC 27 ~ -
~~"'a`~ ~ - 919 832,5507 o . "I
r- z ~ i T - ~ _ ' "^N ~ \ ~ oLUNe MECH, ELEC et CIVIL ~
f f "`'`'Y ' ~ r-_ - = ~UV - ~ ~,i~Fi' ~T•7~..~ ~ 1 _ __.,~t~ ~'j _ ~ ` 230beRexwoodeviDrive
r ~ __"`"-~~~'~A.~k ~ _i Raleigh, NC 27607-3388
- - -'-~~`"rv-~~'. ~ ~ t ~~~r` - _ ~ ~ j~ i 919.881.9989 ; ryy~,
j / / ~ / _ w
~ ~ ~ f i~ 2 / / ROOFWO CONSULTANT
_ - - Y_.1~-z~^ \ - Stallard Conwlting Englneera - - ~ '~Y1 w'°`~--- _ _
~ ~ _ _ - ~ ~r \ 7424 Chapel HIII Rd, Suite 102 - - _ _ - - - R~I/I/ Raleigh, N,C. 27607
/ ~ ' ~ ' - ~ y"~... Ph 919 852 1038 one, - - Y
~ N ~ / N 'S 0 d ~ w ' ~ ~ ~ ~ / r ~ N ~ - ~ ~ . ~ '

- ` ~ ~ PROJECT -
A ~ ~ i ~ ~ ~ - -
U~ to / ~
+ ~O ~ ~ F' _ A ~ \ ~~~f f - ~ ~ ~~~1' ? ~ - E-22 Elementar School ~ ~ ~ ~ - _ f-~I ~ ~ y
~ ~ ~ ~ ~ o- ~ ~ ~ ~ ~ - - - _ -r.
/ ~ ~ ~ ~ 1 ~ ~ ~ ~
/ ~ l l ~ w ~ ~ ~ ~ \ ~ ~ ~ ~ ~ . ~ \ ~ A J ~ ~ I ~ ~ ~ r'
~ / ~ ~ 1 ~ ~ ~ ~ ~ ~ \ ~ \ ~ ~ ~ \ ~ r / ~16Z J r r ~ • ~ ~ _ - CLIENT
~ _ / O ~ ~ ~ ~ ~ ~ v
1 w ~ ~ Z7 ~ ~ ~ ~ ~ \ ~ ~ ~ "r % i , ~ ' , ~ - - - - - Wake County
~ , ~ V ~ ~ \ \ ~ , ~ / ~ ~ ~ ' ~ ~ A \ ~
C) _ ~ ~ , I ~ ~ ~ ~ A ~ ~ M;~ - - ~ ~ r " ' ~1 Public School System \ \ ~ ~ ~ = ~ - CARY PROJECT NUMBER 07-SP-022
~ \ ~ ~ ~ _ - , APPROVED
, o to ~ ~ \ \ t ~ / ~ C I 1 ~ ~ ~ ~ ~ ~ ~ ~ _ ~ _ , v TOWN OF GARY QvB(j C
1 / ~ ~ t ~ ~ ~ ~ ~ ` ~ ~ - APP~~ BY Date ~
i - - - ~ ~ C,~ rn Z ~7` ~ \ ~ ~ ~ ~ ~ ~ ~ ~ C~? _ Planning Dad ~
~ - . ~ ~ ~ - ~ Engineenng Da6e
/ ~ U, ~ I O ~ r' ~ ~ ~ ~ ~ ~ ~ \
~ rL r~ ~ \ / / r' f f ~ I ~ \ ~ ~ f
~ i _ ~ r~ ~ ~ r ` ~ ~
i ~ ~ ~ _ / / / ~ ~ ~ 'mod C~ ~
~ r r i / ~ p v~
~ ~ ~ ~ ~ ° ~ HORIZONTAL SCALE ~ U ~ _
r`' 0' 20' 40' 80' ~1 ~ i _ PROJECT NUMBER;
l ~ ~ ~ /
` 1 % ~ ~ , _ ~ ~ _ - ~ ; r _ % r ~ r ~ ~ /%r ~ 1 INCH = 40 FT, 10031800
~ ~ ~ 7 / / / ~ PNASEt r ~b ~ ~ t ~ C~3 ~ ~ (i 5 -i
~ r - _ _ W ~ ~ ~ i r-. ~ ~ Permlt Submittal
~ ~ OATE;
\ ~ ~ f ~ ~ / ~ ~ ~ ~ ~ / \ II ~s ~ , ~ ~ 4-03-2007
/ ~ I\) ~ ~ ~ I~.) n3 A DRAWN eYt
hJ .
0; ,a _ ~`/U: tJ! fTl ~ - ~ / i / N O ~ ~ CHECKED eY:
I ~ . ~ , 1.
' '1 ~ A ~ / ~
_ r ~ ~ ~ ~ - - - _ ~ I, ~ ~ ~ J, ~ i i ~ ~ / 'J r ~ / ~ . REVISIONS
~ r 1 - - ~ _ _ F ~ i i ~ _ L'--'- ~ ,.L-- no. rsvlelon daie
ti. ~ I ~ ~ ~ O N Ul / ~ - - / ~ ~ ~ „_~i'~r~ ~ 1 CO~REVISION 03.16.07 _ -
- ~ ~ ! 2 TOC C011YEN1S 04.03.07
't ~ _ / ~ / w _%T ~ ~ a nwa o3.2R.o~
' r 1)C s:""` , 4 TOC COMMENTS 04.09.07
5 NCDENR 04,11.07 , r
- - N~
N) Ul r~ !
NiOC~ J ss - - _ ROAD WIDENING PLAN
Lb a CD / * 0 0 0 a - / z
310 C105

~ ~ ~ \ ~ ~ V V ~ V • ~ ~ ~ \ V • .V _ _ _
IO \ \ ~ ~ \ ~ - t ~ - - - - ~ NOTES; _ ~ - - z
" ~ \ - \
- ~ i ` ~ ~ ' 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF CARY ~ f i ~
~ % , ~ STANDARDS AND SPECIFICATIONS.
Q ~ ~ ~ ~ ~ \ \ V A t ~ o ~ ~ 20 OWN , ~ ~ i \ ~ ~ ~ ~ \ ~ , ~ , ~ ~ , ~ l i
~ ~ ~ CARP ILITY ~ ~ ~ ~ ~ ! ~ 2. ALL NEW SANITARY SEWER SHALL BE 8 INCHES IN DIAMETER.
~
> ~ / ~ ~ \ 1. ~ ~ ~ ~ \ 1 3. ALL CONSTRUCTION ON THIS SHEET SHALL BE A PART OF THE ~ ti
~ ~ , I ~ r ~ ~ ~ ~ ~ _ A ~ ~~~`,,~I ~ ~,i ~ ~ WCPSS SITE BID BREAKDOWN. WATER AND SANITARY SEWER NOT CHERRY HUFFMAMRCHITECTS~
~ ~ N ~ ~ ~ ~ ~ V E WIDTH ` . ~ ~ ~ ~ ~ 1~\ \ ~ ~ , LOCATED WITHIN THE RIGHT OF WAY AND PUBLIC EASEMENT SHALL
I i _ ~ ~ ~ ~QWN CARY \ J ~ ~ , ~ , 135 E. Moron St, Sulte 101 \ ~ ~ BE OWNED AND CONSTRUCTED BY WCPSS, sia ez;,oeosh Cor919re21 0720
t I ~ ~ UTIL EAR MENT
\ ' ` rww.cherryhuffmon.com
~ \ ~ , ~ 4. ALL CONSTRUCTION SHOWN WITHIN THE PUBLIC RIGHT OF WAY OR
j W W ~ ~ r - ~ A % j' ~ ~1 ~ ~ PUBLIC EASEMENT SHALL BE A PART OF THE TOWN OF CARY
N N 1 ~ ~ ~ \ ! .t \ ROADWAY BID BREAKDOWN. Dewberry
l ~ \ ~ ~ ~ ~ Dewberry & Devis, Inc.
~ ~ ~ A , ~ ! \ \ ~ ~ 5. THE CONTRACTOR SHALL MAINTAIN SEPARATION
~ ~ ~ 9 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . C ~ ~ ~ ~ 'f BETWEEN SEWERS AND WATER MAINS AS FOLLOWS:
~ T WN OF ~ ~ ~ .'s~ v ~
~ CAR i 1 750405.3459 ' ~ \ ~ (A) LATERAL SEPARATION OF SEWERS AND WATER MAINS, SEALS
~ ~ EASEMENT ~ 2030070.7939 ~ 2 ~
1 o ~ ~ -
1 1 ~ ~ V \ \ ~ \ ~ b
Mj \ \ ~ ' ~ ~ ~ ~ ~ ~ \ ~ WATER MAINS SHALL BE LAID AT LEAST 10' LAT F 1~ C A ~0~ •y. ~ ~ ERALLY ROM ~ ~ESSr
1. CR V ~ ~ ~ V 0 \ ~ / ~ 1 ~ ~ ~ EXISTING OR PROPOSED SANITARY OR STORM SEWERS, c~~o~° °~',;syys
F 0 ~ / ~ ~ ~ \ / ~ ~ ~ \ MEASURED LATERALLY EDGE TO EDGE, UNLESS THE ELEVATION FI~Iq~ D~I~R~II~GS
~ ~ - - --i - 5'' 1 \ V A ~ S FN ~ ~ ~ ~ R~ ~ ~t... ~ ~ - ~ OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES Fo~R$JIEYQPP~P03~S{~ILY \ ~
ti ly N ~ ~ / \ 8Z~6+9Z ~ ld ~ ~ ~ ~ ~ - - ~ ~ ~ ~ ~ ~ ~ ABOVE THE TOP OF THE SEWER WITH A HORIZONTAL SEPARATION •'09'• ~NSINEE~'.~'~~•''
_ + ~ i ~ ~ ~ ~ v? ~ ~ \ i OF AT LEAST 3 FEET, ••,~~'F('"'•'"~5~~~••
~ _ ~ ~ 1 ~ V ~ A ~ ' a ~ ~ - _ ~ ~ A f , A A ~ ~ ~ ` , ~ ~~---~'f (B) GROSSING A WATER MAIN OVER f UNDER SANITARY SEWER.
~ a
\ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 WATER MAINS & SANITARY SEWER MAINS WHERE VERTICAL
~ ~ ~ ~
~ ~ ~ ~ A, ~ ~ ( ~ ~ \ { ~r ~ \ ~ ~ ~ ~ SEPARATION IS LESS THAN 18 INCHES OR THE WATER LINE
\ _ ~ ~ ~ ~ PASSES UNDER THE SANITARY SEWER, THE ENTIRE LEG OF THE
\ ` ~ \ ~ ; ~ ~ \ SEWER LINE SHALL BE DUCTILE IRON PIPE EQUIVALENT TO
~ ~ ~ ~ 1 WATER MAIN STANDARDS, ~ ~ ~ ,
~ 't- - - ~ ~ _ \ A S~ ~ ~ ~ - ~ ~ ~ N 750 27\.9 ~ ~ i, ~
~ ~ \ ~ ~ ~ ~ WATER MAIN SHALL CROSS SANITARY SEWER MAINS AT AN
~ \ o ~ ~ _ , ~ APPROXIMATE 90 DEGREE ANGLE,
\ '~1--. ~ p ~ A ~ ~ ~ ® 5 - -
_ _ cn 1.._ 128 ~ ~ ~ ~ \ ~ ~ ~ ~ ~ i ~ - ~ (C) CROSSING A WATER MAIN UNDER STORM SEWER
~ ~ V ` \ A ~ :pdP~ ~ ~6gNTR0~0lNT y~7~0 } ,
~ / ~ ~ ~ A ~ A ~ ~ 1 I f r
~~"~R~BAR~ T ` ~ , 1..~-- WATER MAINS AND STORM SEWER MAINS SHALL HAVE A N=750,~~6,7T 1 1 ~ MINIMUM VERTICAL SEPARATION OF 12 INCHES WHEN
~ ~ `
/ ~ ~ , I ~ , ~~2,030,~89,2 ! ~ ~ - HORIZONTAL SEPARATION IS LESS THAN 3 FEET UNLESS
FLE'D'- 334 ~ f OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING.
CONSULTANTS
/ / / J ~ ~ ~ _ W - - . -_...„y SEALS
~ I ~ ~ LANDSCAPE
/ / ~ ~ /r1G McNealy Aaociotea
MATCH LINE 5501 YcNaaly Drive Raleigh, NC 27612
HEET C107 SEE S 919,782.9897
8TRUCTURAL Lasater, Hopkins, Chang
1015 Wode Avenue
Roleigh, NC 27606
919.832,SSta7 MH ~ NORTHING FASTING
PWMB YECH, ELEC CIVIL
190 750435,6910 2030017,8748
200 750470.5156 20302156817 Dewberry 8 Davla _ 2301 Rexwoode Orlve 210 750410.2995 2030336.6605 Raleigh, NC 27807-3388
220 750308,2395 2030390,5305 919.881.9989
340 ROOFING CONSULTANT
340
N Stafford Conaulting Enginsere
7424 Chopel Hill Rd. Sulte 102 Roleigh, N,C. 27807
O " - N - - Phone: [phone]
NOTE;__ PR OSED 12 RCP_ STORM CROSSI G _ _
AT TATION 10+52, ELEVATION 297. 4. - ~ p , o
0 . N ~ -II PROJECT
~ ~
~ - E-22 Elementary School
- ~--g~- - ~ N - _ -
f~ cD Z Z - - W - _ _ ~ - - T
f~ I~ 00 ~ M N _ 330 CLIENT
- 330 ~ ~o ~o ~ i
o -
- - - ~ _ _ Wake County
~ o~ o o~ z ~ _ _ff _ _ ~ - Public School System
~ ~ ~
m~-_ ~m~_ m~-_ rno i
z z z z _ ~Q~BU C~
2~o II
II ~ ~ 2
rn Q ~ _p-__._.__._ II p
_-~Q _ / _ HORIZONTAL SCALE CA
~ r~ ~ - _ _ _ _ _ - - _ - - - - -L - - - - - d' (n ~ Z-- _ - - _ _ ~ -
EX. GR DE ~ M ~
320 ~ . / _ 0 320 1 INCH = 40 FT,
~N~ ~ • O ~ _ _ 0
O _ 15" RCP S ORM PIPE ~ _ - ----15" RC STORM PIPE ~ LF X51 lF
• 35 zv~ ~ i • pIP ~ _ ~ PROJECT NUMBER;
~o~ ~ 8 - _ --2- Z-~' VERTICAL SCALE 10031800
~ ~ ~ SEPARA ON . •O ~ J 0' 4~ 4' 8' ____.__._._.---..___..._..._....._._..__u,l....__.. PHASE;
-H-~-~-- _ /
o ~ ~ ~ k~ = I Permlt Submlttol 1 INCH = 4 FT, oeTE;
~-zz ~P
Q 4-03-2007
~ OF DRAWN BY:
p1P ~ . ACH
310 t 2" WATER _ 310 PAK
70 LF F 15" RCP
. o
F _ no, revision date
0 1 CD;REVISION 03.16.07
1g5'^ _ A_q~ - - - 2 TOC COMMENTS 04.03.07
3 DWO 03.28.07
25 LF OFD 8 4 TOC COMMENTS 04.09.07
15 RCP
CARYPROJECTNUMBER 07-SP-022 5 NCDENR 04.11.07
APPROVED
TOWN OF CARY
Approved By Date
300 Planning Date SANITARY SEWER 300 Engineering Date PLAN & PROFILE
10+00 11+00 12+00 13+00 14+00 15+00 16+00 C106

H LINE MATC
ET C106 E HE E S S
~ , - ~ ~ T T - ; T1 , ,-,-T-r- ~T - - ~ ~p , -
- r ~ - 3Q X06, - ~ ~ ~
~ I ~ / r i 2.95 ~I ~ / r' 1
( j 6 ~uIIN, SE~RATIO ~ _ _ _ / / ~ J 1 r , s~--3 , ~ ~ ~
r i ( - _ ~ - - 7~Q 129 _ i / ; r , ~ W W - ' E ~,t~39,931.3' \ \ CHERRY HUfFMAMRCHITECT4H
, ~ i r 7 79' - - ~ ~ ~ 34L~i~'~ ~ ~ ~ 13s E. Mayan st., sun• 101
/ ~ ~ _ L__-_~/ ~ ~ ~ ~ 919821,OSt15h Car919t8210720
- , ~ I - ~ ~ I ~ - ~ ( o[ ~ ~ ~ ~ www.cherryhuftmon.eom
/ / / i f i - - ~ - ~ I - ~ \
~ ~ ~ I - _ - - I ~ - ~ I~
t ~ ~ X11 I - - - - ~ ~ ~ , ~ Dewber - ~ ~ ~ \ i ~ D
~ ~ ~ \ I l evrbeny & Devil, Inc. ~ ~ / ~ V ~ ~ ~ ' a,o+ ~xwooosoRne
" eulrEmo
~ i \ ~ I \ ___..-_1 / ~ SB__ L~ ~ PHONE YW.IAfAiBY 20'ITOWN OF CAGY I~ A~ 7;~U;~~~C ~`~B1°~°°~~°~'
~ ~ ~ ~ i ~ - - - i I UT}L~TY EASEME~T ~ ~ ~ ~,C``'V1C~ SEALS
~ V ~ ~ ~ ~ / ,,i ~ i~
/ i ~ ~ l ~ ~ / ~ S $ ~ ~ ( I \ it 3~~,90' r } I / ~ ~ I ~
~ C I ~ ~ ~ ( ~ ~ ~,,auuaaeq.
~ / ~--,x - ~ ~ ~ ~ - - - - .ll f ~ ~ I ; ~ iC .a R
0 0 t ~ C ~ f' ~ , ; ~ i! ~ FIB ~ Q ®114 91~GS
fj
~ / 1 - - ~ - - ~ f'` ~ I ` FO~~RoL~.IIEV~POS~Bl~ILY
SB- G i ~ - - - ~ 1. ~ ' _ 0 32,75 \ ~ 1 ~ ~ E 2, _ ~ ~ ~ t i~ ~ ~ ~s~9 FN6INEE~~~~~•~
N 7 9,94 .9 ~ - W 1 ~ ~ ~4 i / ~
E ,Q30,~75.G' / ~ ~ 91 LF OF 8 6 i 1 l / \ / ~ ~ . C) SE3--7 i ~ ~ I ~hmiNje~
30 33p ~ VC ®0.9 ~ 1 ~ I ~ ~ l ~ ~ ~ ~ 230 - ~ ~ ~
f ~ / ~ 1 ~ ~ (7~~9,9~Z~9.~ ® / i ~ ~ ~ ~ ~,0$0,93~. L~ I ~ ( I
I ~ ~ ~
/ ~ ~ ~ / ' I ~ ~ I ~ ~x ~ , ~ `III - ~ I~ /
/ ~ ' +~C~ ~ Y~ ~ __i 1 ~ - I ' ~ ~
1 I ~ ~ ~ " ~ ® \ ~ / ~ ~ , i ~ 10 ~ l l~ l! I ~ ~
~ 1 ~ i ~ ~ ~ ~ i ~ 1 ~ ~ ~ ~ X20 TOWN OFD r 1 ~ ~
~ I ~ - - E9SEME ~ ~ ~ % ~ t i ~ / ~ / _ CAR UTILHf ~ ~ t
~u ~ ( ; ~ ~ r ~ ~ ~ ~ i I I ~ , ~ ~ EASEM T ~ ~ i ~ ~ ~l
I ~ ~ _ ~ ~ I I ~ ~ ~ .1 ~
- i ~ ~
~ i ~ i ` ~ i
- ~ ~ ~ ~ I - , ~ ~ r ~ i / ~ / ~ ~ ~ \ ~ /
~ v ~ ~ ~ ~ ~ v. ~c~ ~ ~ ~
1 ~ ~ ~ / ~ ~ ~ I 1 i
/ I , I ~ / ~ ~ - \ ~ _ t ~ ~ v
~ ~ ~ --____-G, ~ C~ TROL _PaINT X70011 i
i ~ ~
1 ~ ~ ~ ~ ~ ( _ ~ / ~ v ~ I I II i J /z" RfBAR SCl•~
1 1 I ~ ~ _ , - ~ 1 i - ~ ~ / ~ ~ - - - ~ 1 I MI IM ~ r~ N~749,494,3b' ~ ~ ~ coNSULTANTs
li ~ i ~ E~2, 030* 949.18' ~ ~ ~ ~ ~ , k~. ~ sEAUs
~ ~ LANDSCAPE
McNeely Aasoclotee 5501 McNeely Drive
RalNgh, NC 27612
919.782.9897
8TRUCTURAL
NOTES; Lasoter, Hopklne, Chang 1015 Wade Avenue
Raleigh, NC 27605
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF CARY 919,832.55E7
STANDARDS AND SPECIFICATIONS. PLOYS YECN, ELEC t CIVIL
Dewberry k Davla
2. ALL NEW SANITARY SEWER SHALL BE 8 INCHES IN DIAMETER, 2301 Rexwoode Drive Raleigh, NC 27607-3366
- o a-~-._ 919,881.9989
~ ~o ~i 3. ALL CONSTRUCTION ON THIS SHEET SHALL BE A PART OF THE WCPSS SITE
340 N E .GRADE ~ ~i M 340 ~ ~ 340 BID BREAKDOWN. WATER AND SANITARY SEWER NOT LOCATED WITHIN THE ROOFING CONSULTANT
RIGHT OF WAY AND PUBLIC EASEMENT SHALL BE OWNED AND CONSTRUCTED Stot}ord Consulting Engineer 7424 Chopel Hill Rd, Sulte 102
i ~ II BY WCPSS. Roleigh, N,C. 27807
~ +I ,N + II III - ~ - g.~-_-_ - - - - Phone: [phone]
~ ON Q~ II ??p 4. THE CONTRACTOR SHALL MAINTAIN SEPARATION
~ > > >
y _ _ - - - - -~-z---- ~ a'~ BETWEEN SEWERS AND WATER MAINS AS FOLLOWS: PROJECT
- - - - -__----1----- - (A) LATERAL SEPARATION OF SEWERS AND WATER MAINS, E-22 Elementary School
ZZ
WATER MAINS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING
_ 330 - - - 330 330 OR PROPOSED SANITARY OR STORM SEWERS, MEASURED LATERALLY EDGE CLIENT TO EDGE, UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN
15° RC STORM PIPE IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A Wake County
HORIZONTAL SEPARATION OF AT LEAST 3 FEET.
Public School System
(B) CROSSING A WATER MAIN OVERT UNDER SANITARY SEWER.
WATER MAINS & SANITARY SEWER MAINS WHERE VERTICAL SEPARATION ,~-IQV~ C`~
OF 1. IS LESS THAN 18 INCHES OR THE WATER LINE PASSES UNDER THE 2
SANITARY SEWER, THE ENTIRE LEG OF THE SEWER LINE SHALL BE
DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN STANDARDS. ~
l~ ~y~
35 • __~I~.,__~_._..-........______._-____.
320 S ~ SEPARATION 320 320 WATER MAIN SHALL CROSS SANITARY SEWER MAINS AT AN APPROXIMATE q! * ~1 90 DEGREE ANGLE.
(C) CROSSING A WATER MAIN UNDER STORM SEWER
- 0 3`~0 M -PARE _ PROJECT NUMBER;
WATER MAINS AND STORM SEWER MAINS SHALL HAVE A MINIMUM 10031600
VERTICAL SEPARATION OF 12 INCHES WHEN HORIZONTAL SEPARATION IS PNASE~
LESS THAN 3 FEET UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF Permit Submittol
ENGINEERING. DATE; 4-03-2007
V___--_.-----
DRAWN eY:
ACH
J MH ~ NORTHING FASTING CNECKEO SY;
310 - - - 310 2 310 230 749957,5022 2030391,6726 P A K
240 749957.5746 2030583,1017 HOR1zONrAL sc~LE
0' 20' 40' 80' REVISIONs
no, revision dote 1 CD: REVISION 03,16.07
1 INCH = 44 FT. 2 TOC COMMENTS 04,03.07
3 OWO 03,28.07
CARY PROJECT NUMBER 07-SP-022 4 TOC COMMENTS 04.09.07 APPROVED VERTICAL SCALE 5 NCDENR 04.11.07
TOWN OF CARP
0' 4' 4' 8'
Approved By Date Planning Date
Engineering Date 1 ANC" = 4 Fr. SANITARY SEWER
300 300 300 PLAN & PROFILE
16+00 17+00 18+00 19+00 20+00 C107

CHERRY HUFFYAf~RCHITECT~6+
135 E. klartin St., Sulte 101
Roleigh, North Carolino 27801
919.821,08f15 919F821.0720 www.cherryhuffm an,com
Dewberry
DBYVbBtFy 8< DBMS, Inc.
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HIGH-NISI ' ~ g N~D9T STANDARD 1205.07 ~ McNaly Aeeoclatee C ; SS01 YcNaly Oriw MAI~H EXISTING ~ ~sw M ~I Raleigh, NC 27612
~ ~ ~ JJee r ' TCH EXISTING ~-m-. H ~ PAVEMENT MAE3KING ~.~,._r
- - ~ _ _ 0106 PAVE'~IE RKING 919.782,98f17 ,
-w w - - ~~-6-s--s~ - - . r " STRUCTURAL
~Y~ `-GRAS, ~ - _ w__,._- ~ RAW R W _ _ ' . _ - Lotabr, Hopklne, Chong ti
_ _ w-----_ - I~ -v~vw-,,~-rn,~ - , I! 1015 Wod• Avenue
1'~'I~YYy~rY`~'v"vYY~ - ASS _ rr_..,,, ~ A i' Raeigh, NC 27805 - ~ 919.832.55E
NEW EDGE,.dF"P~4-1lEMENT ,
-Y~~~~~,_., ..Y.V`Y. 11 " _ `'Yd's..., _ PlUN6 Y CH, ELEC !CIVIL _ -4 _ Dewberry d< Davle
Y'Yy-Y"Y"'r''v"-Y'v'• , ~ W~ rY1^YYYYY~y, O ~Y-~ _ - _ . 2301 Rezwoode Orlw
- ~ /w 'a~ "A°~,~.W,, Roblgh, NC 27807-3366 _ _
vl' l,, , Y"Y~-\ _ W' _ . 919,881.9989 _
14' 14' ~ ~~Y Y / I r _ w ~ ~y~^Y,-,-,_ w ROOFING CONSULTANT
O~ -y.., Y - w- ~ ~ ~ - Stalford Coneultin En Inene
a~ X ~ ~ Y1-~~ Y ~j - w ~ 7424 Chapel HIII Rd. Sulte 102
p~ N 0 ~ rYl ~ ti-y ti. W-~ Raleigh, N,C. 27807
Q ~ v-Y-,; ~ - fC ~~V ^ -~IV`"'~~-, Phone: [phone]
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E-22 Elementary School
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Wake County
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PROJECT NUMBER;
HORIZONTAL 3CALE 10031600
PAV MENT MARKINGS 0' 20' 40' BO' PHASE;
Permit Submittal
T MARKINGS SHALL CONFORM TO STANDARDS AS OUTLINED IN THE 1. ALL SIGNS AND PAVEMEN MARKIN LE ND ' F T FFI NT PAVEMENT 1 INCH = 40 FT, DATE;
FEDERAL HIGHWAY ADMINISTRATIONS """"'AL ON - TH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) IRECTIONAL ARROW
AND THE NOR ~ D ~Q NDARD DRAWINGS PP EXENT TO THE I~J~Q, THE MOST CURRENT NCDOT ROADWAY STA 4-03-2007
su L FI ATIONS, PAVEMENT MARKING SYMBOLS, STRAIGHT, 1 THROUGH 1205.09 AND CURRENT NCDOT STANDARD SPECI C 1205.0 T, DRAWN BY;
STRAIGHT LEFT AND STRAIGHT RIGHT, COMB. GHT, GARY PRO]EGT NUMBER 07-SP-022 AcH
T MARKINGS ARE NOT SHOWN, ALL NEW PAVEMENT MARKINGS SHALL 2. ALL EXISTING PAVEMEN T TURN ARROWS WHITE) LEFT AND RIGH APPROVED CHECKED BY:
EXISTING MARKINGS. TIE INTO ARACTER "ONLY" WHITE) (WHITE) TOWN OF GARY PAK
ING CH PAVEMENT MARK Approved By Date
ARKINGS WHICH CONFLICT WITH PROPOSED PAVEMENT PARKINGS SHALL 3. EXISTING PAVEMENT M ARKINGS TO RKINGS SHALL ERADICATE M NT MARKING LINES, 4" DOUBLE YELLOW BLITERATED. OBLITERATION OF PAVEMENT MA A PAVEME YELLOW Planning REVISIONS
BE 0 THE PERVIOUS MARKINGS THE EXTENT THAT THE RESULTING FINISH WILL NOT DELINEATE CENTERLINE Engineering Date no. revleion dote
N OR WEATHER CONDITIONS, THE METHOD USED SHALL IN NO WAY „ UNDER ANY LIGHTI G PAINT AND 1 CD:REVISION 03.16.07 IHITE
T~~ aiorerc nR r~YTiiRF flF THE PAVEMENT. BLACK n PAVEMENT MARKING LINES, 4 SOLID WHITE 2 TOC COMMENTS 04.03.07
MAMMIALLI URMIMUC. I nG 7vnnv~ v.. . -
LIQUID ASPHALT SHALL NOT BE USED, PAVEMENT MARKING LINES 4" X 10' SKIP WHIT C SKIP WHITE 3 Dw0 03.28.07
4. ALL PAVEMENT MARKINGS AND SYMBOLS SHALL BE THERMOPLASTIC. NISKIP WHITE 4 TOC COMMENTS 04.09.07 5 NCDENR 04.1 1.07
5. ALL CROSS WALK PAVEMENT MARKINGS SHALL MEET NCDO MARKING LINES 4" X 2' MINISKIP WH T STANDARD 1205.07. PAVEMENT NT MARKING LINES, 8" SOLID YELLOW 'ELLOW
F PAVEMENT MARKING LINES, 24" SOLID WHITE WHITE
F 45 MPH. E PAVEMENT 0 6. DESIGN SPEED OF 50 MPH. POSTED SPEED p CENTERLINE STRIPING PLAN
MARKING LINES, 4" YELLOW CENTERLIP G
7, PEDESTRIAN CROSSING WITH SIGNAL TO BE INSTALLED WITH MIDDLE SCHOOL PROJECT. PAVEMENT AND 4" X 10, SKIP YELLOW
MARKING LINES, 4" SOLID YELLOW ruh PAVEMENT 'ELLOW C108

HIGH—VISIBILITY CROSSWALK
NCDOT STANDARD #1205.07
1. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO STANDARDS AS OUTLINED IN THE
FEDERAL HIGHWAY ADMINISTRATION'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES_.
(MUTCD) AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
SUPPLEMENT TO THE MUTCD, THE MOST CURRENT NCDOT ROADWAY STANDARD DRAWINGS
1205.01 THROUGH 1205.09 AND CURRENT NCDOT STANDARD SPECIFICATIONS.
2. ALL EXISTING PAVEMENT MARKINGS ARE NOT SHOWN. ALL NEW PAVEMENT MARKINGS SHALL
TIE INTO EXISTING MARKINGS.
3. EXISTING PAVEMENT MARKINGS WHICH CONFLICT WITH
PROPOSED PAVEMENT
PARKINGS SHALL
BE OBLITERATED. OBLITERATION OF
PAVEMENT MARKINGS SHALL ERADICATE
MARKINGS TO
THE EXTENT THAT THE RESULTING
FINISH WILL NOT
DELINEATE THE PERVIOUS MARKINGS
UNDER ANY LIGHTING OR WEATHER
CONDITIONS. THE
METHOD USED SHALL
IN NO WAY
MATERIALLY DAMIAGE THE SURFACE
OR TEXTURE OF
THE PAVEMENT, BLACK
PAINT AND
LIQUID ASPHALT SHALL NOT BE USED.
CHARACTER, "ONLY" (WHITE)
PAVEMENT
4, ALL PAVEMENT MARKINGS AND SYMBOLS SHALL BE THERMOPLASTIC,
5. ALL CROSS WALK PAVEMENT MARKINGS SHALL MEET NCDOT STANDARD 1205.07.
6. DESIGN SPEED OF 40 MPH. POSTED SPEED OF 35 MPH.
F-
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PAVEMENT MARKING
LEGEND
Dewberry & Davis, Inc.
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DIRECTIONAL
ARROW
SUITE 200
RALEIGH, NO 27672
PAVEMENT MARKING SYMBOLS, STRAIGHT,
COMB. STRAIGHT/LEFT AND STRAIGHT/RIGHT,
PHONE: [phone]
LEFT AND
RIGHT TURN ARROWS
(WHITE)
ly
PAVEMENT
MARKING
CHARACTER, "ONLY" (WHITE)
PAVEMENT
MARKING
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4" DOUBLE YELLOW
CENTERLINE
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PAVEMENT
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LINES,
4" SOLID WHITE
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PAVEMENT
MARKING
LINES,
4" X 10' SKIP WHITE
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PAVEMENT
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PAVEMENT
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PAVEMENT
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MARKING
LINES,
4" YELLOW CENTERLINE
AND 4" X
10' SKIP
YELLOW
0
PAVEMENT
MARKING
LINES,
4" SOLID YELLOW
HORIZONTAL SCALE
0' 20' 40' 80'
1 INCH = 40 FT.
CARY PRO]ECT NUMBER 07 -SP -022
APPROVED
TOWN OF CARY
Approved By Date
Planning Date
Engineering Date
CHERRY HUFFMAMRCHITECT&
135 E. Martin St., Suits 101
Raleigh, North Carolina 27601
919.821.0845 919F621.0720
www.cherryhuffman.com
19
Dewberry
Dewberry & Davis, Inc.
2901 REXwOODS DRIVE
SUITE 200
RALEIGH, NO 27672
PHONE: [phone]
FAX, 919.881.9929
SEALS
••�1`�RO
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CONSULTANTS
SEALS
LANDSCAPE
McNeely Associates
5501 McNeely Drive
Raleigh, NC 27612
919.782.96117
STRUCTURAL
Lasater, Hopkins, Chang
1015 Wade Avenue
Raleigh, NC 27605
919,832.55167
PLUMB MECH, ELEC k CIVIL
Dewberry do Davis
2301 Rexwoods Drive
Raleigh, NC 27607-3366
919.881.9959
ROOFINO CONSULTANT
Stofford Consulting Engineers
7424 Chapel HIII Rd. Suite 102
Raleigh, N.C. 27607
Phone: [phone]
PROJECT
E-22 Elementary School
CLIENT
Wake County
Public School System
PROJECT NUMBER:
10031600
PHASE:
Permit Submittal
DATE:
4-03-2007
DRAWN BY:
ACH
CHECKED BY:
PAK
REVISIONS
no. revision date
1 CD: REVISION 03.16.07
2 TOC COMMENTS 04.03.07
3 DWQ 03.28.07
4 TOC COMMENTS 04.09.07
5 NCDENR 04.11.07
PAVEMENT MARKINGS
& SIGNAGE PLAN
C109

i
i CHERRY HUffMAMRCHITECTb~
135 E. Mortln St., Suite 101 Rolelgh, North Corolino 27601
919.821.08fl5 919x821.0120
- ~ / www.eherryhuffmon.eom
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Dewberry & DBVIa, IrxC. seol Rexxaooexxe~e
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w~wp!1s ~ THIS SHEET
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m~•bTM~~` ~orr..w~a~wwc. q MRINLAIOwWIMT7~N \ r ~ \ / LANDSCAPE
McNeely Aeeeciatee
~ ~ 5501 McNeely Drive Raleigh, NC 27812
~ F TRAIL CROS~M~ TYPE r~a~a~ I ~ ~ 919.782.9897
-LANE RO~iD~ OVER 35 MPH ~ ~ /
~ ti so, ~ BTRVCTURAL Loeeter, Hopkins, Chong
a ~ 1015 Wad• Avenue
qr ~ ~ ~ r ~ ~ 0 Raleigh, NC 27605
qA ~ F~ \ 919.832.55t37
PLUMB MECN, ELEC t CIVIL
~ 9 Dewberry !t Davie
2301 Rexwoode Drive Rolelgh, NC 27607-3J66
~ J, 919.881.99ti9
, PAVEMENT MARKING LEGEND 1~` ~ ROOFNO CONSULTANT
a DIRECTIONAL ARROW Stafford Coneulting Engineera 7424 Chapel Hill Rd. Suite 102
Raleigh, N.C. 27607
PAVEMENT MARKING SYMBOLS, STRAIGHT, Phone; 919-852-1038
COMB. STRAIGHT LEFT AND STRAIGHT RIGHT,
LEFT AND RIGHT TURN ARROWS WHITE
PAVEMENT MARKING CHARACTER, "ONLY" WHITE PROJECT
A PAVEMENT MARKING LINES, 4" DOUBLE YELLOW a E-22 Elementary School
`~o. CENTERLINE
„ ~ B PAVEMENT MARKING LINES, 4 SOLID WHITE
~ ~ „ ~ ~ g
C PAVEMENT MARKING LINES, 4 X 10 SKIP WHITE o ~
- D PAVEMENT MARKING LINES, 4" X 2' MINISKIP WHITE ~ i CLIENT
9~
P N 8" LID YELLOW ~ E AVEMENT MARKING LI ES, SO Wake County
F PAVEMENT MARKING LINES, 24" SOLID WHITE A siGl SIGHT TRIANGLES Public School System
„ ~
G PAVEMENT MARKING LINES, 4 X 2 MINISKIP YELLOW ~ I
H PAVEMENT MARKING LINES, 4 SOLID YELLOW 4..
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1 1~~f`"~RX PROJECT NUMBER; ~._TRA~~~OSSING, HORIZONTAL SCALE
TYPE 6 (SEE DETAIL ~ I 10031600
~ / THIS SHEET) 20, 40' PNASE;
/ I I Permlt Submlttcl
PAVEMENT MARKINGS & SIGNING NOTES; 1 j I ( / ~ 1 INCH = 40 FT. DATE.
1, ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO STANDARDS AS OUTLINED IN THE / 4-OJ-2007
FEDERAL HIGHWAY ADMINISTRATIONS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. , r/ DRAWN BY;
AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION NCDOT \ ~ I ~ ~ 14 14 I I CARY PROJECT NUMBER O7-SP-022 ACH
SUPPLEMENT TO THE MUTCD, THE MOST CURRENT NCDOT ROADWAY STANDARD DRAWINGS ~ 1205.01 THROUGH 1205,09 AND CURRENT NCDOT STANDARD SPECIFICATIONS. ~ ~ I TOw~~ ~ Y CHECKED BY;
~ 8l'~6+gZ = ld V
2, ALL EXISTING PAVEMENT MARKINGS ARE NOT SHOWN, ALL NEW PAVEMENT MARKINGS SHALL A / We ~ APIA ~ Gate PAK
TIE INTO EXISTING MARKINGS, o N Planning Date REVISIONS / Engineering Date
~ A I no. revielon Oote
3, EXISTING PAVEMENT MARKINGS WHICH CONFLICT WITH PROPOSED PAVEMENT PARKINGS SHALL BE OBLITERATED, OBLITERATION OF PAVEMENT MARKINGS SHALL ERADICATE MARKINGS TO I 1 CD. REVISION 03.16.07
THE EXTENT THAT THE RESULTING FINISH WILL NOT DELINEATE THE PERVIOUS MARKINGS ~ 1 TOC COMMENTS O4.OJ,07
1 ~ ~ ~ 3 OWQ 03.28.07
UNDER ANY LIGHTING OR WEATHER CONDITIONS THE METHOD USED SHALL IN NO WAY ' %.AM Lm=
MATERIALLY DAMIAGE THE SURFACE OR TEXTURE OF THE PAVEMENT. BLACK PAINT AND T-bFSHMr 4 TOC COMMENTS 04.09.07 --1--~-F _ I 5 NCDENR 04.11.07
LIQUID ASPHALT SHALL NOT BE USED,
4. ALL PAVEMENT MARKINGS AND SYMBOLS SHALL BE THERMOPLASTIC,
5, ALL CROSS WALK PAVEMENT MARKINGS SHALL MEET NCDOT STANDARD 1205.07. PAVEMENT MARKINGS
6, DESIGN SPEED OF 40 MPH, POSTED SPEED OF 35 MPH. & SIGNAGE PLAN
C110

CHERRY HUFFMAMRCHITECT~
135 E. Martin St., Suite 101
Roleigh, North Carollno 27601
919.821,0805 919x821,0720 www.cherryhutfm an.com
Dewberry
Dewberry 8 Davis, Inc. sam notwDOOSOaiue
~ ep nuFwH,ncams FHONe: wa~~.epe
FAX ela.eet.AeP9
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pNUene~y C A R p
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TRAIL CROS I , OS I ~
TYPE 6 (SE ETAIL- L~ _ ;SE ETAIL ;ET) ~ ~
~ ~ . ~ ~ ~ THIS SHEET) J ~
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SEALS \ LANDSCAPE
- - - - - I i I ~ McNeely Aeeoclates
_ w 5501 McNeely Orlve
Raleigh, NC 27612 ~ I 9t 9.782.96f17
E - - E
~ I r-- ? I STRUCTURAL r--~.-
~ 34+00 Loaoter, Hopkins, Chong
~~~~~im""'cv I a 1015 Wode Avenue ND Raleigh, NC 27605
A ?~'-VAf~CA BLS R1G~' b~ - - ONSTRUCTION at9,s32.55E7
'ei~ ? ~ TA 35+10, 35
PLUMB MECH, ELEC k CIVIL
Dewberry I< Osvle 2301 Rexwoode Drlve
I - - - - - - Raleigh, NC 27607-3366
150' BAY TAPER ~ 300 FULL STORAGE 919.881.9969
"ROAD CLOSED" BARRICADE ROOfN10 CONSULIANI
NCDOT STD 03000.16 Statlord Coneultinp Engineers
STA. 34+50 7424 Chapel Hill Rd. Suite 102
Rolelgh, N.C. 27607
Phone: [phone]
I w PROJECT
Z
W11_ J / E-22 Elementary School
(30"X30") ~
w
~ ~ LO(~L FLOC DY
~ ' - - YR, WSE a CLIENT
~ LOCAL FL00 ~ _ ~ ~n~„ _ t] STl1A~r'
Wake County
Public School System
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wi+elaii~!t ~oyw.alaw~ti.~o - ,m?st;~::t~et~ bL1IW~Ni.AF~M ~c~~s~wD~rloeq
i 6'I M, . ~ 0711. ~'d Q BOAC.
~~n~F piar~wOE~Aio~~aeof ~n~ ~,~:~~pr ~~T, PROJECT NUMBER; HORIZONTAL SCALE 10031600
IOIIInER01t-
PAVEMENT MARKING LEGEND .:/~,tf 20~ 4~~ 8~~ PHASE: t 1M74
a DIRECTIONAL ARROW ~p~y 6tU6tlk~tT11~TST1MbAADS Permit Submittal
~,rru~,•w1Ns PAVEMENT MARKING SYMBOLS, STRAIGHT, c~.~aaa~ 1 INCH = 40 FT, oATE:
4-03-2007 !
PAVEM NT MARKINGS & SIGNING NOTES: COMB. STRAIGHT LEFT AND STRAIGHT RIGHT, : ~ DRAWN eY:
NED IN THE LEFT AND RIGHT TURN ARROWS (WHITE 1, ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO STANDARDS AS OUTU CARY PROJECT NUMBER 07-SP-022 AcH
' F FFI " FEDERAL HIGHWAY ADMINISTRATIONS MANUAL ON UNI ORM TRA C CONTROL DEVICES, PAVEMENT MARKING CHARACTER, ONLY (WHITE APPROVED
AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) (MSlI~Q) TOWN OF GRY CHECKED eY;
PP M NT TO THE THE MOST CURRENT NCDOT ROADWAY STANDARD DRAWINGS q PAVEMENT MARKING LINES, 4 DOUBLE YELLOW SU LEE MUTCD, APPFpy~ Ddte PAK
1205,01 THROUGH 1205,09 AND CURRENT NCDOT STANDARD SPECIFICATIONS. CENTERLINE Planning Date
f ARKINGS ARE NOT SHOWN, ALL NEW PAVEMENT MARKINGS SHALL B PAVEMENT MARKING LINES, 4 SOLID WHITE Engineering Date REVISIONS ~ no. revision dote
2. ALL EXISTING PAVEMENT M mop TIE INTO EXISTING MARKINGS, 4" X 10' SKIP WHITE 11>16f,'AL 1 CD. REVISION 03.16.07
C PAVEMENT MARKING LINES, J>IOdQaIAIfAdE1~A1N1EtiT 2 TOC COMMENTS 04.03.07
3, EXISTING PAVEMENT MARKINGS WHICH CONFLICT WITH PROPOSED PAVEMENT PARKINGS SHALL p PAVEMENT MARKING LINES, 4" X 2' MINISKIP WHITE AMIS7<'NI~TNEOOT 31'ANDAIIDS. 3 DWQ 03.28.07
er nei iTroerrn /1Di ITCDATInAI nr oevCUCWT A1eRICW~C CNAI I FRAf11('.ATF MARKINGS TO _ ~ aveya.~ e*erren.?
Dr- V IGU R ^ v' vi THE EXTENT XTENT THAT THE RESULTING FINISH WILL "NOT DELINEATE THE PERVIOUS MARKINGS E PAVEMENT MARKING LINES, 8" SOLID YELLOW 1R~, tN~VT . rrvf 4 TOC COMMENTS 04.09.07 :E T VT 1QFT,M9OTH*9W WALK- 5 NCDENR 04.11.07
TH MIA F >M a WMLA WUkFATI MI
UNDER ANY LIGHTING OR WEATHER CONDITIONS, THE METHOD USED SHALL IN NO WAY MATERIALLY DAMIAGE THE SURFACE OR TEXTURE OF THE PAVEMENT, BLACK PAINT AND PAVEMENT MARKING LINES, 24 SOLID WHITE r
LIQUID ASPHALT SHALL NOT BE USED. PAVEMENT MARKING LINES 4" YELLOW CENTERLINE G ~A0..tLWB11R1MIl0AD
4" X 10' SKIP YELLOW TRAIL CROSSING TV tMING rYM 6: TOM WAM SW DASD, OVER W MPH PAVEMENT MARKINGS
4, ALL PAVEMENT MARKINGS AND SYMBOLS SHALL BE THERMOPLASTIC. AND
H PAVEMENT MARKING LINES 4" SOLID YELLOW 2-LANE ROAcD, OVER & SIGNAGE PLAN
5, ALL CROSS WALK PAVEMENT MARKINGS SHALL MEET NCDOT STANDARD 1205,07,
6. DESIGN SPEED OF 40 MPH, POSTED SPEED OF 35 MPH.
C111

CHERRY HUFFMANRCHITECT~
135 E, Martin St., Suite 101 Ralelgh, North Carolina 27601
919.821,08115 919r821,0720
www,cherryhuffman.com
Dewberry
Dewberty & DBNB, Inc. X01 REXr100De0NYE
MITE P70 RALdeH, NC 41812
PHONE: B1e.ee1Ji0e FAX A1eBel,/ib!8
SEALS
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J i ~ t OUT 31.00 ~ W ti I ~ ~ McNeely Aetoclatee I N ~I Ra e1lgh,cNC 127612
r ~I~~ ~,r ~ J ~ ~i~ r ~ p ~ ~ ~ l
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~ W ~ \ ' I ~ I I ~ ~ ~ ~ STRUCTURAL
.~.I i ~ 0 ~ _ - ~ i ~`H Lasater, Hapkine, Chong
C7 ~ ~ ,~00 1015 Wade Avenue
r ~5 ~ ~ W I - ~ ~ i % Ralelgh, NC 21605 919.832,5587
% + ~ 1 I I ~ ~ ~ ~ t i ~ ~.a r„
_ ~ ~ , 1 i ~ \ _ _ PLUMB 4ECH, EIEC k CIVIL
+ ~ P. C ~ w ~ ~ 14 ' W l I ~0 ~ ~ IP -r Q ~ ~ y DewEer?y dt Darle
E oo w H , - _ W oo G E , RD ~ ~~o E ~ - _ M 2301 Rexwooda Drive - _ ~ \ ~ ~ Q Ralelgh, NC 27807-3366
_ I ~ L B i - 6.1G
- j o ~ . _ ~ A~ 3 E i, ~ i' 7 cJ ~ ( ' V , W O \ \
~ 0 r~ ~ lz L R K D S P ~ r J I ~ ~ ~ ~ ROOFING CONSULTANT 6 11 1 1
_ ~ I I J W Stafford Conwlting Englneere
~ \ ~ 1 i t , ~ ~ l ; „ . ~ ~ ~ ~ ~ , I ~ ~ I I ~ ~ 7424 Chapel Hill Rd, Suite 102 ~ ~ ~ ~ ~ i Raleigh, N,C. 27607
~ ~ ~ l ~ _ `i l_i _ , ~ ~ - i $f TP ~ ~ ~ ~ f ~1 ~ ~,f i ~ ~ I Phone, 919-852-1038
~ ~f, ors ~ ~ ~ ~ I` ~ I o~ ~ I~-
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ht I Ii _ ~ ~ ~ ~ .3 ~ 4''r'~O~ ~ i . ~ 0 C ECK ADAM 1'YP,
;,I _ A ~ ~ ~ A t`i'Ut~ t= (JCir~Ju ~ ~ i~l~~ - ~ 'i PACE ®2~ O.C. ~ _ ~ i
- - ~ it ~ C , E INLET ; T t,RATED iNl_E ~ , , , PTOT CTION, TYP, ' ~ ~ ~ ~ E-22 Elementary School
~ ~ ~ ~ ~ N E T~'P, ~ ~ , , ~ ~ ~ tEMP¢RARY% SILT FE C , ~
GRA1•E E~LEV=330.5' i ~ I <<~ ~ ~ ~ j ~ ~ ~ T~fuIPORARY GRAVEL ilv ~ OJ ~ (E1-3~6.~5 I ; i I ~ ~ ~ r~NTRANCE~EXIT PAD ~ - " r i ~ ~ ~-_X ~
, i ~ , i I
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~ I ~ ~ ~ ~ ~ ~ I i~ ~ ~ ~j A
r ' 1;11 ~ ~ I Wake County
i l i x1,11 ~ ~ Y
I i ' I .r ~ _7~ i1 I ~ - . ll ~ Public School S stem I! i'~ i :t ;~r c ~ i
I
~~Q~BU cs~
2
LEGEND 0y~~ M
STRUCTURE NUMBER
NOTE:
~ (CURB) CATCH BASIN 1. SEE SHEETS C-120, C-121, C-122, L-604 & L-605 FOR PROJECT NUMBER:
EROSION CONTROL DETAILS.' HORIZONTAL SCALE 10031600
® STORM DRAINAGE MANHOLE 2. DISTURBED AREA ALONG ROADWAY IS APPROXIMATELY 9,2 0' 20' 40' g0' PNASE;
0 DROP INLET W/ GRATE ACRES.
3. THE EROSION CONTROL REVIEW AND INSPECTION WILL BE Permit Submittal
POND RISER ADDRESSED BY NORTH CAROLINA DEPARTMENT OF t INCH = 40 FT. DATE; ENVIRONMENT AND NATURAL RESOURCES, NOT TOWN OF 4-o3-2oa7
CARP. ORAIYN BY;
-TP - TREE PROTECTION 4. TOWN OF GARY WILL NOT ISSUE A GRADING PERMIT,
5. PROJECT DESIGN AND CONSTRUCTION SHALL MEET ALL OF AcH
INLET PROTECTION THE REQUIREMENTS RELATIVE TO BEST MANAGEMENT CHECKED BY;
np RT TIN Q ROCK INLET P 0 EC 0 PRACTICES AND ENGINEERED STORMWATER CONTROL PAK
STRUCTURES AS OUTLINED IN THE TOWN OF CARY LAND
OP O OUTLET PROTECTION DEVELOPMENT ORDINANCE (CHAPTER 4, PART 4, 6, LDO), REVISIONs no. revlalon date
I CD. REVISION OJ.16.07
-SF - SILT FENCE 2 TOC COMMENTS 04.03.07
-TP - TREE PROTECTION 3 DWQ OJ.28.07
4 TOC COMMENTS 04.09.07
TEMPORARY DIVERSION DITCH 5 NCOENR 04.11,07
CARY PROJECT NUMBER 07-SP-022
ROCK CHECK DAM APPROVED
® STABILIZED OUTLET FOR SILT FENCE TOWN OF CARY
Approved By Date GRADING, DRAINAGE,
COMPOSITE REINFORCEMENT TURF MATTING Planning Date
Engineering Date & EROSION CONTROL
® COIR MATTING
C112

CHERRY HUFfMAIMRCHITECT;6.
135 E. Martin St., Suite 101
Raleigh, North Carolina 27601 919,82L0895 919r821,0720
www.cherryhuffman.com
Dewberry Dewberry & DnNs, Inc.
1)01 REXw00DId1YE MALE MD
RAIEIaH, NC 11M2 PFIDNE: 11B.NfAW1 FNL• e1/AM.9118
SEALS
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d\ CONTIN _ ~ 1 ~ ~ CONTINUATIpAL...OE ~1M1TS- ~ r ` - \ _ -
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p ~ ~ -
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_ v - ,i J - LANDSCAPE
~ ` ~ ~ ~ ~ ~ . ^rta / j _ 1~F ~ PVC y McNeely Alloclatee
~ ~ 3 \ , , / ° 5501 McNeely Drive ~r - ~
- J`"' f ~ J r ~ Raleigh, NC 27612 i ~ ~ 919,782.9687
~ ~ CLASS I SIP RAP
x.25 ~ ,n, ~ ~ ~ ~ ~ =24 I , \ , ; „ * ° a,;'~ ` 8TRUCIURAL
~ \ ~ ~ t I 1 3 ~ p ~ `7~ ~ \ ~ ~ ~ ~ ~ ~ x ~ ~ ~ ~ ~ ~ \ \ ~ w~26 ~ ~ 4 ~ ~ ~ ~ ~ ~ ~ f / / a*~ t Losoter, Hopklne, Chang x ~ ` / 5 r / 1015 Wade Avenue
i , ~ \ ~ ~ ~ ~I ~ ~ ~ 31 ~1 ~ ~0 ~ ~ z ~ ~ ~ V ~ ~ ' \ ~ \ ~ ~THIC~,CNES =30 ~ ~ Raleigh, NC 27605
\ ~ ~ ~ A ~ i ~ i ~ ~ ~ % 919,832.5597
~ ~ ~ 1 ~ ~ \ _ ~ ~ ~ ~ ~ ~ ~ v .7 _ ~ ~ ~ ~ PLUMB HECK, ELEC k CIYIL
~ ~ ~ j h ; ; ~ I Dewberry Dovi/ / ,
~ '~0 ' ~ ~ ~ ~ T POI~A Y ~ ~ sS ~ h ~ 9~ ~ ~ ~ D RSIb BITCH, TAP, ~ ~i ~ r 2301 Rexwooda Drive 9
~ ~ ~ , ~ ~ - ~ i~ Ralelgh, NC 27807-3366 r-- / l 919.881.9989
l- T ~ A 1 ~ r ~ ~ Q , ~ ~ ~ H K DAM . L • 0 \ \ ~ ( ~ l , i ~ % ~ i
/ ~ t, Q ~ ~ ~ \ . ~ SPACE ~~0 O.C, ~s ~ / ~ ~ ROOFING CONSULTANT
~ ~ ~SF ~S A 1 S.r ~ ~ ~ Q \ a\ ~ ~ ~ ~ ~ \Q / f may/ ~ J Stafford Consulting Engineers
~ ~ + ~ ~ ~ w ~ \ ~I ~ \ ~ i ~ \ Y _ 7424 Chapel Hill Rd, Sulte 102 ~ v' ~ ' '
1 SEE LANDSCPPE FOR Ralelgh, N,C. 27607
i~ S" \ i V 0 ' ~ S^' j Phone; 919-852-1038 ,i',~ ~ CONTINUATIO ~ OF LIMITS
~ ~ 6' i
CLASS I RIB ~ \ -YARD I
LA= + ~ ~ ~ PRRR~TE N TYP, PROJECT
~ i ~ \ ~ -
- \ 'z ~ THIPJESS=~22 Q 4 ~ ~ _ _ ~ _~1 ~ E-22 Elementary School
1 ~ ~ ~ ly ~ ~ ~ ~ ~ ' • ~ A 'W
10 SS ~ ~~P RAP, '1 ~ . ~d ' ~
THI TYP, AT T END ,~,y~ ~ ~ OF EA~I ~'~EMP. DI SION ~ ~ \ ~
IT H ~ D C i~ ~ ~ • ~ ~ ~ 1 s ~ _ _ ~ V~~ CLIENT
. TE ORARY SEDIMENT ' ~ \ OIR ~OI TTING, TYP,
~ T TRAP'~1 WITH BAF~ES : ~ ~ 1 - T P'~ ~J~ Wake Count y
~ ~ ~ ~ 1 /i/ ~ 5 Public School System
~ ~ \ V \ ~ ~ \ ~
• MICRO 0 ~ , ,

~ E RGENCY W ~ C~ 2
MPOSITE R FORCEMENT ' L=5 = ' ~ ~ CO I~ , ,C~ ~ ~ , \
TURF MATTING (10,X10) ~ .SILT FENCE;- TYP,
~~~r ~ ~ ~ SF
~ , ~ ~ ~ 50 LF OF 15 P \ ~ LEGEND ~,G, ~ r F ~y~~
00.5X ~ ' \ S M
STRUCTURE NUMBER INV. OUT = 279.7•~,~~~ ~t ~
~ CURB CATCH BASIN i ( ) CbA~, R RIP RAP ..t p ~ ~ NOTE;
THICKN , \ _ ~ _ ® STORM DRAINAGE MANHOLE ~ ` _ 1. SEE SHEETS C-120, C-121, C-122, L-604 & L-605 FOR HORIZONTAL SCALE PROJECT NUMBER;
MIN, 3 UT ~tt20M ~ MITE OF ONSTRUCTION EROSION CONTROL DETAILS.' 0' 20' 40' 80' 10031800
WALL ` ROP INLET W GRATE ~ ~ - 2, DISTRUBED AREA ALONG ROADWAY IS APPROXIMATELY 9,2 PHASE;
ACRES, Permit Submittal
POND RISER COMPOSITE REINFORCEMENT ~ - _ 3. THE EROSION CONTROL REVIIEW AND INSPECTION WILL BE 1 INCH = 40 FT, ADDRESSED BY NORTH CAROLINA DEPARTMENT OF DATE;
TURF MATTING, TYP. _ ENVIRONMENT AND NATURAL RESOURCES, NOT TOWN OF 4-03-2007
-TP - TREE PROTECTION CARP, DRAWN BY;
®®INLET PROTECTION 4. TOWN OF GARY WILL NOT ISSUE A GRADING PERMIT, AcH
5, PROJECT DESIGN AND CONSTRUCTION SHALL MEET ALL OF
~ ROCK INLET PROTECTION THE REQUIREMENTS RELATIVE TO BEST MANAGEMENT CHECKED 9Y;
PRACTICES AND ENGINEERED STORMWATER CONTROL PAK STRUCTURES AS OUTLINED IN THE TOWN OF GARY LAND
® OUTLET PROTECTION DEVELOPMENT ORDINANCE (CHAPTER 4, PART 4.6, LDO). REVISIONS
no. reviIlan date
-SF - SILT FENCE I CD. REVISION 03.16.07
-Tp - TREE PROTECTION 2 TOC COMMENTS 04.03,07
3 OWQ 03.28,07
TCAAP(1RARY nl1/FR~ICIN ~ITf'H Tnr rnuuruTe ntnan7
T IVV
ROCK CHECK DAM 5 NCDENR 04.11.07
CARY PROJECT NUMBER 07-SP-022
® STABILIZED OUTLET FOR SILT FENCE APPROVED
TOWN OF CARY
® COMPOSITE REINFORCEMENT TURF MATTING Approved By Date GRADING, DRAINAGE,
® COIR MATTING Engineering Punning Wte & EROSION CONTROL
C113

CHERRY HUFFMAMRCHITECT~
135 E, ttertln St., Suite 101 RDlelgh, North CoroBna 27801
919.821,08fl5 919r821.0720
www.cherryhuffinen.com
Dewberry
Dewberry 8; Davle, Inc.
l~ ` ; A ti ~ y,~ ~ ~ A~ 8801 REXVYOODSdIrE \ RALEIQH, NCYfet2
~t~ d7 r i / / ; ~ b / / / ~ / / ~ , ~ ~ fir' ~ ~ L, ~ ~ I , ~ ~ A PFIOfE: elY.lAf AiW ~ fAK 11/e11,1128
~1 ~ / ~ ~ ~ ~N7 i ~ 1 I \ ~ q° ~ ! i~ A \ ~ ~ \ ~
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w,i ~ A ~ ~ ~ ~ ~ ~ / ~ r j ~ ~ \ ~ I ' ~ \ ~ \1 \ e1N11111ee~e I
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,f ~ ~ / \ ~ R ~ 1 CONTjINUA ION '~OF ~ ~ \ ~ '
J , LIMIT$ j \ \ FO~~R EVQBP~P Sf~ILY
~ ~ ~ A ~ ~ ~ ~ ;,a . r,o ~ ,L MITS ~
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l i SF ' ~ ~ - - i / _ / ~ ~ ~ ~ MI ~ -
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1 ~ ' ~ ~ ~ ~ ~ ~ N ^ SEALS
_ _ sir LANDSCAPE
I a o % ~ 30+00 i ~j ~ ~ ' ~ ~ - ~ / / I ~ ?IcNeely Aeeociatea I ~ / 5501 McNeely Drive
~ ~ w zs ~ PA ~ , 1 ~ ' - ~ ~ ~ ~ ~ I ~ ILS _ i ,M ~ N i Raleigh, NC 27612
m ~ a i -~F-~ o MT ~ - D ~ oo ~ ,RIG _ _ ~ 919.782.96f77
m ~ s ~ , ~ j BCE, ~ _ - - -I , i W I I ~ ARIA ~ I ~ 5 30$
n7~0 ~ a ~ I 1 ~ I f ~ , 1 ~ CLASS A RIP P STRUCTURAL - ~ / f , Leeoler, Hopkins, Chanq
I I i ~ a I O ~ EM RGEI~CY ~ , ~ ~'7 ~ ~ ~ ~ / ~ i ~ 00 AIM _ ~ - ~d = ~ ~ 1015 Wode Avenue ~ w 919.832,55E7
Ill I ~ EIR m ~ W = 12' Roleigh, NC 27605 . ~
I ~ ~ Z ~ _ S 3p ~ ~ , 0 ~ ~OF I S~ - ~ ~ ~ ~ x THICK = 1
m ~ _ i ~ ~ "F ~ I / PLUMB NECH, ELEC k CIVIL ~ ~ - ~ ,
n ~ ~ ' ~ - , ~ ; - J a ; _ ,fir,`/ Dewberry dt Dovls i ~ - ~ /j Y Y _ - 2301 Rexwooda Drive
O ~ - ~ , ~ r - ~ ~ J i I ~ / ~ - ~ Roleigh, NC 27807-3388
. I 0 ~ _ ~ ~ _ _ I ~ I i i 1 I -H ~ t i a ~ \ ~ ~ r ~ i \V ~ ~ r ~ F~-~% 919.881.9989
~ ~ ~ , ~ ' . _ - ~ ' ~ ~ ~ ~~(~NIRQSITE` RHNFQRC M~Nf - - I i ~ j ~ ~1 ~ - ~ / ~ ~ ~ ~ 1~R~ MATfIM6, GYP. ~ / - - _ ~ ~oA~ jVASE
' o V ~ ET P~OT,ECTION', / ~ ~ ~ ~ ~ ~ - - ~ _ _ % ~ ~ ROOFe10 CONSULTANT _ _ _ ,7 0~~ , ~ Stafford Coneulting Englneere
~ ~ I ~ ~ ~ ~ ~ ` , TYP C~ASS,•- B, R1P R"i4P ; ~ ~ ~ ' - i - _ ~ G- ~ 4 7424 Chapel Hill Rd. Sultl 102
I ~K %'~~;-~j~~ ~ Roleigh, N.C. 27607
~ ~ I ~ ` ~ SICK- FEN~Gf~' TYP, ~ ' ' ~ it ~ ' ' - - ~ ~ ! I ~ 1 ~ - W 1 ~ i N \ ~ i ~ I - J - ~ ~ , Phone, 919-852-1038 I ~ ' -
i ~ ~ THIC~4(NESS - kI~` ~ 1 ~ \ / ~ ~ i R , r / ~ ~ ( ~ ~ \ \ ~ ~L~4~S 1, ~RI~P RAP ~ i , ~ ~ ; ..D D--S . - - ~ ~ ' + ~ TEMPORARY DSION _ _ \
1 I ~ S ~ ~ - ~~2...,_, , - ~ ~ ~ ~ ~ C01 I ~ SILT E,~ - - ~ 1
I 9 0 ~ ~ ~ ~La - ~ , i ~ i _ ; , ~ ! \ ~ I V ~ \ \ ~ ~ W 4 O~ , , ~ , T1fE` . ~ - - RAP Q ~ 1 I ~ 1 '~2 - / ~ ~ - - ~ P 1 PROJECT
~ I ~ ~ \ ~ ICK = ~ i ~ i . ~ , fi~ICKNESS - 21 ~ , ~ ~jr / ~ , ~ _ NESS 24 ~ / ~ ~ i ~ ~i _ ~ - .r~ ra ~ _ ~ ~ /J.~ , T --Ci}tSS ~8 RIP RAP, I
.L` ~ ~ ~ ~ ~ ~ ~ / i / ~ t' I ~ II~~ E-22 Elementary School ' ~A~Y -F~~ i'`~ l'! ~ SHE ENDKOF EACH
~ i \ ~ FROM W ~ ,EG~)i`~i~ TEMP, DIVERSION DITCH I
/ Zl ~ ~ ~ i ~ ~ ' - , ~
I ~ ~ ~ i ~ / ~ Q ~ TEMPORARY SEDIMENT
it ~~~fRAP B WITH BAf1=1~S . , = ai' ~ ~ CLIENT
Wake County
Public School System
~QV~
LEGEND
Q STRUCTURE NUMBER ~y~~ M
~ (CURB) CATCH BASIN
NOTE:
® STORM DRAINAGE MANHOLE 1. SEE SHEETS C-120, C-121, C-122, L-604 & L-605 FOR HORIZONTAL SCALE PROJECT NUMBER;
EROSION CONTROL DETAILS.' 10031600
0 DROP INLET W/ GRATE 2, DISTRUBED AREA ALONG ROADWAY IS APPROXIMATELY 9,2 0' 20' 40' 80' PHASE;
POND RISER ACRES,
3. THE EROSION CONTROL REVIIEW AND INSPECTION WILL BE Permit Submittal 1 INCH = 40 FT,
-TP - TREE PROTECTION ADDRESSED BY NORTH CAROLINA DEPARTMENT OF DATE; ENVIRONMENT AND NATURAL RESOURCES, NOT TOWN OF 4-03-2007
CARY.
INLET PROTECTION DRAWN BY; 4. TOWN OF CARY WILL NOT ISSUE A GRADING PERMIT.
~ ~ ROCK INLET PROTECTION 5. PROJECT DESIGN AND CONSTRUCTION SHALL MEET ALL OF ACH
THE REQUIREMENTS RELATIVE TO BEST MANAGEMENT CNECNED BY;
® OUTLET PROTECTION PRACTICES AND ENGINEERED STORMWATER CONTROL PAK
STRUCTURES AS OUTLINED IN THE TOWN OF CARY LAND
-SF - SILT FENCE DEVELOPMENT ORDINANCE (CHAPTER 4, PART 4.6, LDO). REVISIONS
no. rsvleion date i CO;REVISION 03.18.07
-TP - TREE PROTECTION 2 TOC COMMENTS 04.03.07
TEMPORARY DIVERSION DITCH 3 DWO 03.28.07
4 TOC COMMENTS 04.09.07
ROCK CHECK DAM 5 NCDENR 04.11.07
® STABILIZED OUTLET FOR SILT FENCE CARY PROJECT NUMBER 07-SP-022
APPROVED
COMPOSITE REINFORCEMENT TURF MATTING TOWN OF GRY
Avlr+ed By Date GRADING, DRAINAGE,
® COIR MATTING Planning DcYm
Engineering Date & EROSION CONTROL
C114

R/W
R/W R/W R/W R/W R/W 75~ RIGHT OF WAY
75' RIGHT OF WAY 75' RIGHT OF WAY 7.5' 2.5' S' S' 2.5' 7,5' 5' 5' S'
5' S' S 5' TYP. TYP, TYP. (TYP.) (TYP.) (TYP,) 10' S' TYP. TYP. ( ) ( ) ( ) 45' ROADWAY 2.5' (TYP.) (TYP.) (TYP.) 45' ROADWAY (TYP.) (TYP.) 2.5~
5' (TYP.) (TYP.) 45' ROADWAY ( ) ( ) 5' utlun sww sntwAUC (TYP,) saEwKx AsauLr aa¢xwAr uwn srRP (TYP,) gxwAUC uTUn srRw uwnsmr ununsmr epEwux (TYp,)
0.02
0.02 0,02 ~ T 0.02 0,02 0.02
I I I I I R/w RAN CHERRY HUFFMAMRCHITECTIf~
I I I 135 E. Martin St„ Suite 101
I SEE DETAIL R/W I ~ SEE DETAIL R/w R/W ~ RnN 03000A2 TYP. 10, I I 75 RIGHT OF WAY o3ooo.oz (TYp.) I 75 RIGHT OF WA ( ) I 75' RIGHT OF WAY I 5' Raleigh, North Carolina 27801
- ' I 45' ROADWAY SECTION I I 45 ROADWAY SECTION ~ A~IIAlT DREENWAr , 45' ROADWAY SECTION I 919.az1,oa95 919r821,o720 www.cherryhuffmon,com
5' STA 10+50 TO STA. 16+00 Tom. 1' 7,5' 3' , STA 16+00 TO STA. 20+10 3' 7.5' ' STA 20+10 TO STA. 34+50 90~"""
i~ (TYP.) ( ) (TYP.) Q•Q2.? MoEwAUC sOewAUC (TYP.) 0.02
.I 0~ 0,~2 Dewberry
~j, WITH GUARDRAIL oerYbeny 8 oevle, lnc.
WITH GUARDRAIL sem RExwoooaomE eulea>o RAIEIOH, NOYlbl4
Y~,TH GUARDRAIL WITH GUARDRAIL l WITH GUAR A L PHONE: eleM1.W8P FAx: eleen.eeq
PAVEMENT DESIGN PAVEMENT DESIGN SEALS
PAVEMENT DESIGN 2" S-9,5 B NOTES; 2" 5-9.5 B 2' S-9,5 B
3" I-19,0 B 3" I-19.0 B 1, NORMAL CROWN OF 0.02' PER FOOT UNLESS OTHERWISE DIRECTED BY TOWN ENgNEER, 3" I-19.0 B 1. NORMAL CROWN OF 0,02' PER f001 3" B-25.0 B OF 0,02' PER FOOT UNLESS OTHERWISE DIRECTED BY TOWN ENGINEER, eNeeNee
3" B-25,0 B 1, NORMAL CROWN OF 0.02 PER FOOT UNLESS OTHERWISE DIRECTED BY TOWN ENGNEER, 3" 8-25.0 B 12" A.B.C, 2, PAVEMENT DESIGN SHALL BE AS SHOWN OR AS CALCULATED ACCORDING TO SPECFICATIONS, WHICHEVER IS GREATER, 12" A.B.C. 2, PAVEMENT DESIGN SHALL BE AS SHOWN OR AS CALCULATED ACCORDING Tp SPEGFlCATIONS, WHIGIEVER IS GREATER. 12" A.B,C. 2. PAVEMENT DESIGN SHALL BE AS Sf N SHALL BE AS SHOWN OR AS CALCULATED ACCORDING TO SPECIFICATIONS, WHICHEVER IS GREATER, ~e~~~~C ~ ~
' " IN P I Y STATEMENT 140. 3, RENEW QUALIFYING CRITERIA AND CROSS SECTIONS FOR "COLLECTOR AVENUE" IN POLICY STATEMENT 140, 3. REVIEW QUALIFYING CRITERIA AND NG CRITERIA AND CROSS SECTIONS FOR "COLLECTOR AVENUE° IN POLICY STATEMENT 140. ~~~2~~' t ~•~00~`~y~~
3. REVIEW QUALIFYING CRITERIA AND CROSS SECTIONS FOR COLLECTOR AVENUE OL C
FI ~ `~D~A ~9: S
F0~ R EY~PpP~P 8 f~ILY
DETAII,No. DETAII,No. DETAILNo. ~'~,9~'.;N61NEE~~~~r'
STANDARD MAJOR COLLECTOR STREET TYPICAL SECTION (MOD,) 03000.01 STANDARD MAJOR COLT STANDARD MAJOR COLLECTOR STREET TYPICAL SECTION (MOD.) 03000.01 MAJOR COLLECTOR STREET TYPICAL SECTION (MOD.) 03000.01 F(A A K1~~~
EFFECTIVE: 09ro8ro5 sHEEr 2 of 3 EFFECTNE: 09roBro5 sHEEr 2 aF 3 EFFECTIVE: 09p8ro3 ShiEET 2 OF J
2'-8"
A JOINT FILLER 2'_O" 8• Q OR RAW
MAINTAIN 50' MAX. BETWEEN " R~W ~ ~ VARIABLE R/W i/8" RADIUS (TYP.) JOINTS OR AT ALL RIgD OBJECTS, 3" RADIUS 1/2 RADIUS PROPOSED SIDEWALK GRASSED UTILITY STRIP (CONCRETE 3000 P.S.L)
.02' T
1/8" RADIUS 3" RADIUS ~ : ~ VARIABLE I I ( ~ " • ~ I II VARIES e e • VARIES
J
+ , n ~ r; • f ~ io ~ ROADWAY ~ ~ ~ ~ EANOUT k WATER ~ EXISTING 2'-B" COMPACTED TO A DENSITY
~ g' METER TYPICAL) I ~ II a 5' ( _ Y w CURB AND CUTTER OF NO LESS THAN 95X
1 2" (TYP.) (TYP.) 2.5' I o II ~ a z1 SIDEWALK UTILITY 2.5' ( I I ~ o , TYPICAL SECTION
FRONT ELEVATION A ~ SECTI N A A STRIP POINT OF CROWN z1 MAx, cuT ~ J In a ~ ~yA~ 0.02 SLOPE (TYP.) ( = I I F
°~""~0N ~"T COMBINATION CURB AND GUTTER 'D2' T D•02' ~ W o
1 6" RADIUS 2:1 MAX, FILL I ,I I I N °a 2 4'-O" /
- " ' SLOPE (TYP.) a ~ a 2'-0 2'-0" 3'-O" 4'-0" I u II ~ I
M 1-3/4" R MINIMUM MINIMUM F ~ I 5 TELEPHONE CONDUITS A TH AND WEST SIDE I rn I JOINT FlLLER 1/4" SIDEWALK SURFACE
' + " WITHIN UTILITY STRIP ' » G S.(SOU ) x a 1/8 R 3/q" R ( ) 1 O -0 I w I I 0.04 ,
r ~ • iv ELECTRIC CONDUIT ( I ( • .i . I ; • ~ SANITARY ' • ; ~ ' . , , • , . • . . ' . WATER LINE .SEWER LINE (WITHIN UTILITY STRIP) I I I 4 '•'f'71/8" RADIUS„ r ,.~,;ar.+~ . t, • ~.d '{y a •'t,+.?-•Y•}. i.:.vt
~ • , ~ • • ' ~ , i. ~ • ' NORTH k EAST SIDE ( ) 1 /2.,
P WAY UTT R s" s"
FOR USE ON ALLEYS ONL r-s" ~ TRANSVERSE EXPANSION JOINT CONSULTANTS
CROSS SECTION SEALS
MEDIAN CURB AND GUTTER I~$. UNOSCAPE
A.B,C, MINIMUM 6" ~ ElEVA710N LADIES' McNeely Aeaociatee • TRANSVERSE EXPANSION JOINTS TO BE A MAxIMUM OF 50 FEET. 5501 McNeely Drive
DEPTH = 3 1/2" .'•~i•.•':y~':''.'~ 1, THERE SHALL BE AN 18-inch VERTICAL SEPARATION BETWEEN WATER AND SEWER LINES. 1, TRANSVERSE EXP ' . 1. CONCRETE SHALL BE 3,000 P.S,I. .
"O• 0 •00 ~ " • ,~i~ 1' A N R T , ~yo ~ ~ o :.yl ~ ~ 2. CONTRACTION JONTS SHALL BE SPACED AT 10' INTERVALS, 2, WATER AND/OR SANITARY SEWER LINES SHALL BE A MINIMUM OF TWO (2) FEET FROM THE EDGE OF THE 2. LL CO C ETE CURB AND GUTTER. ALL CONCRETE TO BE FINISHED WITH WRING COMPOUND. Raleigh, NC 27612 919.792,9667
+~'iiotib~G~lio'1~ " i8 (A 15 SPAGNG WILL BE ALLOWED WHEN A MACHINE IS USED,) 3. FINISH ALL CONCRETE W1TH CLING COMPOUND, 3. A 6-inch DEPTH f. A 6-inch DEPTH IS REQUIRED AT LOCATIONS OF DRIVEWAY CROSSINGS AND STREET INTERSECTIONS, STRUCTURAL
A.B.C. UNDER STANDARD 3, ENCROACHMENT ONTO TOWN MAINTAINED RIGHT OF WAY SHALL FOLLOW CONDITIONS OF THE APPLICABLE CROSSINGS AND CURB & GUTTER 4. REFER TO NCDOT DETAIL 846.01 SHEET 2 of 2 FOR CURB AND ENCROACHMENT AGREEMENT OR FRANCHISE AGREEMENT. Lasater, Hopkins, Chonq
GUTTER SUPERELEVATION RATES. DETAII,No, DETAILNo. DETAII.No. 1015 Wode Avenue
STANDARD CONCRETE SIDEWALK 03000 07 Raleigh, NC 27605
RETE CURB AND GUTTER STANDARD UTILITY LOCATIONS IN STREET 03000.05 STAN] STANDARD CONC 03000,02 SHEET 1 OF 1 919,832.5597
EFFECTNE: 09ro8ro5 SHEEr 1 OF 1 EFFEC'fIVE:07ro1ro4 SHEET 1 aF 1 EFFECTIVE: mrolro4 w yQIE.S: PLUMB MECH, ELEC R CIVIL
S soEwALK (5' sm.) y 6" A B '(1. 1, DETECTABLE WARNING DOMES SHALL COVER 2'-0" IN LENGTH AND FULL WII LENGTH AND FULL iWDTH OF THE RAMP FLOOR AS SHAWN ON DETAIL 03000.14, SHEETS 1 k 2. THE RAMP MAY BE Dewberry k Davle
W A W+A+ X 9 ~ UlAln gTpp ~ ~ YELLOW IN COLOR OR ANY COLOR PATH A 70R CONTRAST RAnO. ~ 3~ cen:Cr 0.02 0.~ yl~) VARIABLE 2, CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO 7R ;asr Rano. 2301 Rexwoode Drive LUST CONFORM TO TRAFFIC DESIGN STANDARDS. R01ligh, NC 27607-3386
~ .c.~5~, TE 18 ~ w~ 0~ as 0.02 ~NORN.) 4" RADIUS IRES THAT All STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES, TRAFFIC 919,981.9959
7 7 9~ SHEETD3 aF 3 DROP CIIR9 0.M 3, NORTH CAROLINA GENERAL STATUTE 136-44.14 REQUIRES THAT All STREE 7 7 (Sm. 2 6 CURB ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY AND GUTTER AND SIDEWALKS ARE PRONDED AND AT OTHER POINTS OF PEDESTRIAN FLOW,
' 4 ' @ 8 N 1 OIS AABLED AT ALL~INTERSE°~C710NS WHERE BOTH CURB ANDRGUTTER AND SII 1 8 4 A" ~Or 121 MAX RAND - TYP NOTE 12 4•-D" T~•) 71 THE 1973 FEDERAL AID HIGHWAY SAFETY Af 4' 0 IN ADDITION, SEC ON 22B OF 1 HIGHWAY SAFETY ACT REQUIRES PRONSION OF CURB RAMPS ON ANY CURB CONSTRUCTION AFTER JULY 1, 1976 ROOFING CONSULTANT
8' 41 ~ ~w4 X ~ ~ ~ AND 13 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTI PLANNED FOR A FUTURE DATE. StOfford Goneulting Englneen
4 10, .7 4 ~ , ~ SECTIQN R-R STOP LINE 2 STOP LINE 5' t .9' 1' ~ ~ THE AMEPoCANS KITH DISABILITIES ACT (RDA) OF 1990 EXTENDS TO AVDIVII Q' 1'' Io PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL OPoGIN AD 10 ExTENDS TO PVDIVIDUALS WITH aSABIUTIES. COMPREHENSIVE CINL RIGHTS PROTECTIONS SIMILAR TO THOSE 7414 Chapel HNI Rd, S41te 102 NAlIONAI OPoGIN AND REUCION UNDER THE CIVIL RIGHTS ACi OF 1984. THESE CURB RAMPS HAVE BEEN DESIGNED R01ligh, N.C. 27607
B - A+9" ~ 7~i' 9DEWAU( e'-0" 3'-4" e'-0' TO COMPLY IMTH THE CURRENT ADA STANDARDS B = gS~ANGE FRpA FRONT EDGE OF ?4,~)<r. ELEVATION CURB Nlx. CURB TOP OF CURB Phone; 919-852-1039
SIDEWALK TO BACK POINT OF 9 S ~AN9nOH ~p I 4. PROVIDE WFIEELCHABi RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR 121 (QJ3X) SLOPE. e- MMERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC, AFFECT M ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS AS DIRECTED BY THE ENGINEER INLETS, ETC, AFFECT PLACEMENT. WHERE TWO RAMPS ARE INSTALLED PLACE NOi LESS THAN 2 FEET OF FULL HEIGHT
~ BACK OF SIDEWAU( DROP REQUIRED SEE NOTE 4 FOR ALL SDEWALK SLDPES, CURB BETNEEN 1HE RAMPS. PLACE DUAL RAMPS AS NEAR PERPENDICULI i NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE.
BACK OF SIDEWALK DROP REtX11RED VARUBUE SLOPES NOT "+FOR SIDEWALK SLOPE 0.04. OUR 5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WT m EXCEED 12 t (8.331p CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (SQ. YDS.)
ISO~AETRIC VIEW 6. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CU RMAP MDTH AREA NO JPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (LN. FT,) PROJECT
Is vARUaI.E 3'-4" WIDTH Is ro BE usEO IN DETAI SNOMANG TYPK`.AL LOCAl10N DF" RpwwAr ROADwAr PUBLIC RK;HT-OF-WAY; ON PRIVATE tlQff; A PORnON OF ONE OR BOTH RAMPS RY~~ t,IKS ~ STS L~ 7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR AU ~ i • • . v~ FuN PROPERTY, 4'-0' IS REWIRED MAY E%TEND OUTSIDE THE RENRN. - - - COMPLETE THE WORK. xJPENSAnON FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS NECESSARY TO SATISFACTORILY
D.4s'a CFR WCR E-22 Elementary School AIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET,
~ ~ ~ ~ EXPANSION JOINT SIDEWAY 6. DO NOT EXCEED 0.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELAl10 0.0YR N~E~A rµ WE[~~ R~ gE Sm. 03000.D7, gE NOTE 18 ATER FOR DUAL RAMPS AND 80" (5'-0") OR GREATER FOR DIAGONAL RAMPS.
o ~ ~ ~ ~ SHEET J OF 3 y9 9. CONSTRUCT WHEELCHAIR RAMPS 40" (3'-4") OR GREATER FOR DUAL RAMF r ~ ~ , ~ 74'A N SEE NOTE 4 # ~ 10. USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN IN ORDER TO OBTAIN A ROUCH NON-SKID T1PE SURFACE,
SIDEWAU( n STD. 03000.07. VARIABLE 0.9' 0.4' 2.35" ; ~ tl N 1 ~i' ~ RADIUS 11. PLACE A EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP E WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STANDARD DETAIL 03000.07. CLIENT
- L~ ~ ~ 0.20' EI~ANSKN ,nNn m n gE DTE 9. ~ti2~~. 12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN .THE TNT! CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII, WITH ALLOWANCE OF A 4~ CLEAR ZONE IN THE
iv : • SEE Sm. 03000.07. / `f a ,P~" SEE NOTE 78 SEE ~ VEHICULAR TRAVEIWAY WHEN ONE RAMP I$ INSTALLED. (SEE NOTE 17) PRECAST ~ gE NOTE 18 •!y SHEET 3 OF 3 NOTE 12 ; D. (SEE NOTE 17)
C~r,r,cl,TAGI C CLASS B' ~ SfET 3 OF 3 '9' z vI 4'-0" (TYP.) NOTE 12 4'-O" (TYP.) 13. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO i.{LSNal~tl.l. CONCRETE 4} SEE RROSWALK UNES SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL YATHIN THE PEDESTRIAN CROSSWALK LINES, Wake COUnty " OF FULL HEIGHT CURB FALLS WITHIN THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES.
i a / N ~ ~ ~ ~ SEE ~ PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24' OF FULL HEIGHT CU WARNING DOM Z+ - STOP LIN ~ STOP LINE NOTE 3 I OF 6 FEET. A CROSSWALK WIDTH OF 1O FEET OR GREATER IS DESIRABLE. PUbIIC School System
ALTERNATE MATERIAL MAY 6E SUBS71mTED, N G" 14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CRO FRONDED THE PRODUCT IS ON THE TOWN'S E N TE 1 THIS PORnON Di RAMP LANE LINES, WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN
APPROVED MANUFACTURER UST AND THE ? NUSt FALL YA1NN 15. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, VMERE MANUFACTURER'S PROOUCr AND INSTAU.ATICN wAUC uM ANSION JOINT COMPLIANCE WITH A TRAFFlC SIGNAL, STOP SK;FI OR OTHER LEGAL REQUI SPECA'ICAnONS ARE FOLLOWED. (gE NOTE 13) SEE Sm. 03000.07. PARALLEL TO THE INTERSECTING ROADWAY. i O7HER LEGAL REQUIREMENT, AN UNUSUAL APPROACH SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO 8E
DETA~ SNOWMI6 TYPICAL LOCA110N OF MIFFFICl4A1t RADpS ALLOWABLE LOCATIONS 16. TERMINATE PARKING A MINIMUM OF 20 FEET BI puN HEw ELA(~E~ PFDESIRIAN dtOSSMGLKS AND STdP LMES FOR tEE Yl1FR~C110NS NIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK, ) t~wr~~ C~~
E1~ANSION gE NOTE t DUAL RAMP RADII ..................ANY DIAGONAL RAMP DUAL RAMPS DIAGONAL RAMP RAOII...MAX 25' 17. PLACE ALL PAVEMENT MARKINGS IN ACCORDAN RKINGS IN ACCORDANCE VJTH THE LAIEST EDInON OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD ^ C 2AL HIGHWAY ADMINISTRATION AND THE NORTH CAROUNA SUPPLEMENT TD THE MUTCD.
PROPOSED WHEELCHAIR RAMP PUBLISHED BY 1HE FEDERAL HIGHWAY ADMINIS MAXIMUM 25' RADII ANT ANY AAGI SEE NOTES (80' NNMUM FLOOR WIDTH) (40' MNIWN F100R NIDTH) 2, 12 k 17 (DIAGONAL RAMP IS NOT PERMISSIBLE [NOT PERMSSIBLE FOR PROPOSED OR FUTURE 9DEWALK FOR NEW CONSTRUCTION) 18. fRpA DETECTABLE WARNING DOME PORTION ALI VG DOME PORTION ALL THE WAY TO BACK EDGE OF SIDEWALK NEEDS TO ~ BLACK.
NEW CONSTRUCnON] DETAILNo.
DETAIL No. DETAIL No.
STANDARD WHEELCHAIR RAMP 03000.14 STANDARD WHEELCHAIR RAMP 03000.14 STAND. STANDARD WHEELCHAIIt RAMP 03000.14 SHEET 3!x:3 ~
EFFECTIYE:o9ro8ro5 SHEEr I of 3 EFFECTIVE: 09!081105 SHEET 2 aF 3 EFFECTIVE: 09l08ro5 M *
5'-O" MINIMUM 4'-0" MINIMUM
SIDE SLOPES SHALL BE LESS THAN 3:1
" R ROAD D(TENSION WHITE oN GREEN INFORMATIONAL SIGN TO BE TYP, UNLESS OTHERWISE INDICATED ON 2" BITUMINOUS CONCRETE I-2 SURFACE CARY PR07ECT NUMBER 07-SP-022 PROJECT NUMBER;
E ADDED WHEN APPLICABLE LAYOUT PLANS. CUT AND FILL SLOPES COURSE- 97~ COMPACTION SHALL TIE INTO EXISTING SLOPES TO APPRO~~ 10031600
CREATE AN EVEN TRANSITION. TOWN OF GRY PHASE:
ROAD 6" AGGERGATE BASE e Approved By Date Permit Submittal
M COURSE Planning Date
LOBED i, BARRICADES TO BE ERECTED ACROSS ENTIRE C 6" q5' ROADWAY INCLUDING CURB k GUTTER. r rt t it O-~ 0-8' 3' Engineering Date DATE;
~ 2 ~ t1 2 VARY iv 2, ADVANCE WARNING SIGN W14-1 (DEAD END) SHALL BE 1 O - O VARIES 4-03-2007
n PLACED JUST AFTER LAST INTERSECTING STREET. S O U L D R I I v I\ I DRAWN BY;
w F R ARRI ADE RAILS SHALL BE REFLECTIVE L OU S ACH
iv ~ 3. MARKINGS O B C AND ALTERNATE RED AND WHITE STRIPS, REQUIRED ON ALL o i 2% MAX, CROSS SLOPE TRAIL PROJECTS CHECKED BY.
N ~ 4. "ROAD CLOSED" SIGN SHALL MEET SPECIFICATIONS OF PAK
iv o M.U.T,C.D. R11-2, AND BE REQUIRED ATOP EACH I BARRICADE USED.
3" S9,5B SURFACE REVISIONS
MATCH EX.SLOPE TCH EX.SLOPE OR 2~ COURSE no, feV1610n date MIN,
' T XTI I ~ ' ,c i 1 GEO E LE FABR C _-J 1 CD. REVISION 03.16.07
II II ~ COMPACTED SUBGRADE CLEAN BACKFILL I__ ~ - 2 TOC COMMENTS 04,03.07
I I I I ABC EXTENSION SEED AS SPECIFIED . 3 DWQ 03,28.07
L ~
4" x 4" TREATED SR 162 $R 1625 4 TOC COMMENTS 04,09.07
POST, OR OTHER RED & WHITE REFLECTORIZED PANELS EXISTIN \C10*OURSE [l V. tl IN I tKMtUTA I t EXISTING EDGE EX, NB 6 NR o4.~l,0~
NCDOT APPROVED TO MEET NCDOT STANDARDS AND SPECIFICATIONS, SUPPORT OF PVfv OF PVM'T ABC OR SR 1625 5" B25.0B
NOTES:
1, CROSS SLOPE DIRECTION VARIES, SEE LAYOUT PLANS FOR DIRECTION OF SLOPE.
2. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTURBED BY MILL LAP JW JILL LAP JOINT - 18" OF PAVEMENT AND OVERLAY WITH S9,56 TYPICAL SECTIONS
CONSTRUCTION.
DETAEL No, TYPICAL SECTION & DETAILS
TEMPORARY BARRICADE FOR DEAD END ROADS 03000.16 10'ASPHALT GREENWAY TRAIL SR-'625 Cl 15
EFFECTIVE: 09;R8 5 SHET I OF i

I I / ~
~ / I ~ i ( I ~ ~ ltl \ ,
CON TR TION SE UENCE FOR STREAM CROSSING ; i ' I i r \
r ~
~ ~ I ;
II Preconstruction Conference held before be innin an Land ~ ` 1. Part of the overa 9 9 Y , ~ ~ J f• .~....~..,4
Disturbing Activity. ~ \ ~ f ~ ~ ~ 1
t , A ~ l ~ ~ 2. Contractor shall have a co of the a roved Erosion & Sediment Control Plan PY PP , / I 'l
~ ~ ~ , r'
with an revisions on site at all times. s~ ~ ~ ~ , Y ~ , rCULVERT HF~DWALL BIB CHERRY HUFFUAMRCHITECT~
r shall install a rain au a on site. ~ ~ ~ ~ CULVERT F 3. Contracto g g ~ , ~ ~ INV~ 267.9 INV~ 267, ~ ~ -
4. Install ravel construction entrance ads if not already in place , and , ~ / 9 p ~ 1 ~ . B ~ 135 E, Martin St„ Suite 101 ~ - Roldgh, North Carolina 17601
F A ~ ~ CENTER LINE 0 STRE M tem orar culvert crossin with tem Ora ravel road to access school site. ~ ~ I \ ~ 91q.821,0895 919r821,0720
_ P Y g p ry g ~ ~ LOCATED IN FIELD ~ ( ) 1 ~ 0, l ~ r ~ TEMPORARY 30" CMP ~ / ~ ~ r ' www.cherryhuttman,com
own rode ed es of the disturbed area as shown C~ ; 5. Install silt fencm along the d g g , \ ? U Y CULVERT ®0,50 ~ ~ ~ '
on drawin s. Clear onl areas re u~red to install erosion control devices, r PUMPS SHOULD DISCHARGE ~ 9 Y q t~ t ~ ~ 1 ~ _Q-~-~- r
'v rsion ditch and um around area of ONTO A STABLE VELOCITY I 6. Install tem orar stream dams, die p p ~ p Y 1 I
'n DI~SIPATOR MADE OF RIP RAP ~ ~ construction. ~ ~ ~ 1 ~ OR1 SANDBAGS ~ ~ B - . 1; l , ' B ~ / r r ~ Dewberry & D8N8,&In~C.~woooeae~
V N ~ I ,1 ,
h headwalls. ~ a ~ ~ 7. Install footers for bot \ ~ ~ i 1 ~ I 1 . ~ y ~ r ~ .l/~ °"°NEe wea
8. Install culvert pipes with bedding. , { .5 ~ ~ ~ ~ i ~ i
Construction headwalls er detail. N ~ ~ 1 9' p ~ \ ~ TEMPORARY DISCHARGE I ~ r ~ ~ t ~ ~ / ,i ~ SEALS W ~ 03 ~ ,
w Ils. ~i .1^ 10. Place fill and com act over ~ e and rode to head a • , ~ ~ ~osE ~ P PP 9 ~ ~ ~ ~ i
11. Provide tem orar seedin after clear~n and rubbing operation if the area ~s P Y 9 9 9 G ~ ~ _ , .
remain undisturbed for more than 15 workin da s or 60 calendar da s, 1\ Sr: to 9 Y Y . ~ O
' ~ ' ~ 1 \ RARY 36" RCP T~I \ whichever ~s less. Provide ermanent seedin within 15 working days or 60 , P 9
~ \ LVf~ ®0.50% T 8. 1 calendar da s whichever is less, of establishin final grades. Slopes shall be ~ N ~ HEADWALL Y ~ g S K ,6 TO PROVIDE FIB Q DMA I~GGS SF i r
Al ~ ~ ~ ` , F0~ Ro IEV~O 8 f~ILY
seeded within 21 calendar da s. NA A~ orroM INV. s y ~ ~ ,
' mattin on side slo es that are 4:1 and reater. ~ 'v, \ t / ~ 12. Install lute g p g ~ ~ ~ / I ~ ~ ~ ~~~~~e~
A rm s stem utilities and roadwa s are constructed, the Contractor shall i~, . t V 13. s sto y y ~ J I t
i f n e ~ ~ ~ ~ install tem Ora erosion control devices, such as inlet protection, s It e c , ~ , \ P ry
~ \ ~ \ etc. , \ ~ ~ I , ~ f i
' \ ~ ~ 1~
14. Contractor shall kee records of rainfall amounts and dates, and ~ ~ ~ i P , ~ ~ ~ i ~ _ J
ins ections observations on a Stormwater Ins ections for General Permit \ \ ~ ~ P p , ` \ 1 fi-+ r ~ f
N00010000 sheet. ~ ~ ` - ~ ~ ~ ,
i HORIZONTAL SCALE \ t\
15. The Contractor shall ins ect area around culverts at least twice a week and t P ~ ~ ~ 1 / \ ! ~ 1 ~i G
within 24 hours of ever rain and the Contractor shall maintain the devices , , / ~ ~ Y ; i/ 1 , ~
accordin to the North Carolina Erosion and Sediment Control Planning and / , 9 r~ 61' ,
Desi n Manual and the Town of Ca Standards. g ry ' / ~ J ~'\~V `~~?,.J,~B ~ ~ ~ ~ 1 INCH = 20 FT.
SF ~ r-` 16. Pum in o eration shall remain place until slopes are seeded and mulched, and - - ~ - - ~ i
P g p r , j 1 1~ x 8~ \CONCR'E'TE~ , ~ ` ' I ~O~' 0.~ i
n installed. d~ss~pators have bee \ ~n ~ B0~ CULVERT ~ ` ~ ~ 7- 1 I '
17 After disturbed areas are stabilized as a roved b the Town of Car Ins ection ~ pp Y Y P \ ~ I ti ~ ~ `t ~ ~ > > i ~'w V r~ 1 r..., ~
n the Owners re resentative. The Contractor shall remove the r Department a d p BB f ~~~B~ r-~ B ~I '
N ~ 1 'rl 12' x 7' CONCRETE ' I is se of the tra ed sediment. The ? ` ~ tem orar devices and propery d po pp ~ i ~ BOX CULVERT :ONCRETE ° -
P Y 'ERT i ~ ~
Contractor shall stab~l~ze the areas disturbed durin the removal o erat~on b \ 9 P Y ,
a I ~n seed, mulch, and ute matt~n according to the schedule and details , ~ , PPY g 1 g , ~ ~ \ ( CONSULTANTS
shown on the plans. ~ ~ I ~ k ~ ~ ~ W V 1 SEALS
: ~ ~ ~ I/ ~ ~l LANDSCAPE
~ d~ 1 , ~ 1 ~ l McNeely Associates 5501 McNeely Drive
N T S, ~ l / I ~ i / ~ Ralelgh, NC 27612
\ ~ l , F ARY AND ~ ~ ~ I ~ 91gJ82.96fl7
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN 0 C ~ ~ i t ~ , r~• N ~ ~ ~ ~ ~ STRUCTURAL
NCDOT STANDARDS AND SPECIFICATIONS. 1 ~ } / ~ ( ~ , ~ i ~ ~ ~ ~ Lasater, Hopkina, Chang
1 1015 Wade Avenue
2. SEE SHT C 120 C 121, L604, & L605 FOR EROSION CONTROL DETAILS. , ~ ~ ~ J , \ ~ ' ~ ~ Ralelgh, NC 27605 I ~ ~ \ ~ A~ ~ ~S 919,832.5597
, ~ ~ ~ I ~ i ~ li~
3. PRECAST CONCRETE BOX CULVERT STRUCTURES SHALL BE ADEQUATELY . ~ ~ ~ _ ~ CULV` R HEA WALL ~ ~ PlUMB MECN, ELEC t CIVIL
~ N ~ ~ DESIGNED TO SUPPORT HS-20 HIGHWAY LOADING AND THE AMOUNT OF / ~ ~ ~ l ~ ~ ~ ~ INV. ~ i ~ , Dewberry k Davit
NCRETE BOX CULVERT BACKFILL INDICATED ON DRAWINGS. PRECAST CO , ,r °6°~~~ 2301 Rexwoode Driw _ I ~ ~ ~ t ~ ~ ~ ~ Raleigh, NC 27807-3366
i~ I STRUCTURES SHALL BE DESIGNED TO RESIST HYDROSTATIC UPLIFT ~ V ~ j e~ ~•1...~ .j„ 919,881,9959
~ ` ~ FORCES USING THE ASSUMPTION THAT GROUNDWATER LEVEL COULD ~ , ~ / HW 502 ~ '
TEMPO Y REACH GROUND SURFACE ELEVATION. ~ ~ ~ DISCH GE EMPO Y ISCH~GE ~ ~ i ~ RoorlNC coesu~uxr
` ~ E \ ~ I OSE P ~ ! i Sto}tord Consulting Engineers i
i ~ TEMP. Pi ~ .\t \ ~ , ! 7424 Chapel HIII Rd. Suite 102 I TEMP, PUMP~~ P TE~1 RY ~ EAN ~ ~ 1 Ralelgh, N.C. 27607
4. PRECAST CONCRETE SHALL BE 5,000 PSI MINIMUM. T 1 ~ NCDO STD X38.0 g'01 ~ t+I QGIWA~ER DIKE ~ , ~ ; ~ Phone, 919-852-1036
i HEADWALL ` 1 1 ~ ' ~ ~ 1 INV. 269.00 1~ ~ ~ . \ 0 27~~, ~ ~
N ~ 1 ~ II l INTAl~E HOSE ~ j ` 1 'r. ' ~
~ - ~ ~ \ ~ Dp ~ TIE TO EXISTING i ~ ~ ! _ ~ _ ,
~ ~ ~ A ~ ~ ~ TEMPORARY Ct€AN..~, GRADE (TYP) _ j F RY Ct€AhL. 1v_ ~ - _ ~l ~ 'z ~ PROJECT
~ WATER DIKE TOP EL~1 L ~ P IKE TOP ELE`V, ~ ~x~ ~ ~ l ~ T . ~ J ' ~ C$NTE~ iLINE 0~~~ STREAM E-22 Elementary School
~ ~ ~ ! I (LOCAT~D IN FIELD) j \ ' ,
' ~ y \ 25 1 ~ 6:1 (TYP) - ~ ~ v ~ ~ ~ ~APPROVE~ ~
~ ~ P ~ TYP. ; ~A4P, IJ t ~ DEWATERING TEMP, SUMP-HOLE FOR,"~ ~ ~ 1~
~ \ F / ~ ~ S / ~ 1~ ~ ~ ~ i „ ~ ~ DEVICE POOL (12" TO 18" jDEEP `t aiENT
~i ~ , ~ 2~ DIA,) ~ l CARY PROJECT NUMBER 07-SP-022
~ ~ ~ INTA HO / - _ LIMITS ~ \ ~ ~ 3:1 SLOPE (TYP) \ ~ j CENTER LINE OF ER LINE OF STREAM APPROVED
U NCE ~j;~ WHERE REQUIRED / ~ ! j E~MP. SUMP-HOLE OR r,, . (LOCATED IN FIEU ATED IN FIELD) ? 1 TOWN OFCARY Wake County
t ~ .PROVED; I t ~ . i' ~ APPro~ ~ Date Public Scho01 System
- ~ ~ ~ Q ATERING ~ ~ POOL (12 TO 18 Planning Date
i ~ ' ' ~ 4 ~ ~ ~ EEP 2' DIA. - 0.02 FT FT 0.02 FT ~ ~ . , p CE D Engineering Date
~ ~ i 1
\ i ~ / / ~ \ \ ~ FLOW C~
\ ~ / i \ i / Z
„ Il4IPERVIOUS SHE] 'sRVIOUS SHEETING
8 ABC / / \ fA
T XTI E COMPACTED / GEO E L ~ BASE FLOW + 1 FOOT ~ y~~
FABRIC SUBGRADE CLASS B EROSION STONE we WORK AREA (2 FOOT MIN.) ~I * ~1~
I TYP ~ ) NOTES:

1. PROVIDE 8 ABC GRAVEL DEPTH. NOTES
2. PROVIDE 3:1 SIDE SLOPE OVER CULVERTS. PROJECT NUMBER;
D D D D CROSS SECTION OF SANDBAG DIKE 1, SANDBAG DIKES SHOULD BE SITUATED foo3leoo
TAIL R Y P A PI A T AT THE UPSTREAM AND DOWNSTREAM PNASEt
NOT TO SCALE ENDS OF THE WORK AREA AND STREAM Permit Submittal
FLOW SHOULD BE PUMPED AROUND DATE;
d THE WORK AREA, THE PUMP SHOULD 4-03-2007
NCDOT #5 OR ~ ~ ~ ~ DISCHARGE ONTO A STABLE VELOCITY PRAWN 9Y;
#57 WASHED STONE Y2 DIAMETER OF PIPE ' ~ O DISSIPATER CONSTRUCTED OF RIP RAP AcH
„ 25 OR 12 WHICHEVER -gyp, I ~ O ~ 1 C~ OR SANDBAGS CNECKED SY.
IS GREATER
PAK
CLASS B EROSION STONE O O 2, WATER FROM THE WORK AREA SHOULD
N 1.5' BE PUMPED TO A SEDIMENT FILTERING REVISIONS
~ ~ N MEASURE SUCH AS A DEWATERING na, revi•lon dote
~ ~ ~ ~ ~ O ~ BASIN, SEDIMENT BAG, OR OTHER 1 co;REVisION o3.1s.o7
D D D D D D D D O 0 O ~ ~ ~ 1.5' APPROVED DEVICE, THE MEASURE 2 TOC COMMENTS 04.03.07
~~~~~1 ~1~~~1 . r, SHOULD BE LOCATED SUCH THAT THE 3 _ owa o3.2e.o7
ov -bv o I ov
WATER DRAINS BACK INTO THE CHANNEL 4 TOC COMMENTS 04.09.07 CLASS I RIPRAP BELOW THE DOWNSTREAM SANDBAG 5 NCDENR 04.11.07
FILTER CLOTH NCDOT #5 OR
#57 WASHED STONE IE PLAN VIEW SIDE VIEW DIKE. `
VELOCITY DISSIPATOR 3. AT THE END OF EACH WORK DAY, THE
DISTURBED CHANNEL SHALL BE MATTED. CULVERT
CAPACITY OF PIPE = BANKFULL FLOW STREAM
TEMPORARY CULVERT DETAIL CHANNEL TEMPORARY PUMP AROUND DETAILS DETAILS
NOT TO SCALE NOT TO SCALE Cl 16

1'-0"
1 /2" CHAMFER (TYP) P F WIN WALL TO 0 G
.I; _ (SEE HEADWALL DETAILS) d
U'
° ' SMOOTH FORMED FINISH ON CONCRETE SURFACES NEW ROAD PROFILE
\ \ \ ~ ~ WHERE EXPOSED TO VIEW CENTERLINE EL=289.30
CHERRY HUFFMAMRCHITECT~
d ~i\\\i\\\j \ \ \ n °
135 E. Martin St„ Suite 101 Raleigh, North Carolina 27601
~4 AT 12" O.C. 91q.821.08fl5 91gr821.0720
e www.cMrryhuffm an.com
N BY FROEHLING & 1. FOUNDATION DESIGN IS BASED ON A SUBSURFACE INVESTIGATIO
ROBERTSON iNC. DATED DECEMBER 22, 2006 (FdtR PROJECT NUMBER G66-273G).
F NATION BEARING PRESSURE USED IN DESIGN (POUNDS PER SQUARE FOOT) ~7 VERTICAL ' ° 2, OU D 0 Dewberry
" #5 AT 12" O.C. ~ BAR AT 12 O.C, d ° PQ ~v Q~' P~' ~v PV\' ~ Dewberry fl Deis, Inc.
FOOTINGS AND BASE SLABS 2,500 PSF ~ " " 2 ° 2 ~ Q.PO ~P 1~P G~ 0 ~ °~P Q~00~ °~P aw0u'rERS°oo DoasDNne
HALL BE 2 CF LF OF WASHED CLR COMPACTED FILL EXCAVATIONS, SUBGRADES, ANO BEARING SURFACES S / CLR ti 1 ' ~ ~Q• n,oNE: sruer.wee 0~ ry 0~ ~ 0~ FAU:e~s,ee,.saea
3. ALL ATE OF STONE WRAPPED IN HNICAL ENGINEER REGISTERED IN THE ST ' ` OBSERVED AND TESTED BY A GEOTEC F RIC ALONG
IJNA OR A QUALIFIED GEOTECHNICAL TECHNICIAN WORKING UNDER THE DIRECT FlLTER AB NORTH CARD ( ENTIRE LENGTH OF a 3" DU1, PVC PIPE WEEP COQ Oh b COQ Oh ~OQ~O~ q ~ SEALS
SUPERVI510N OF A REGISTERERED ENGINEER) TO VERIFY SPECIFED GEOTECHNICAL RETAINING WINGWALL ~ a AT 5'-0" O.C. ti ~P~
IRMENTS, o ' • HOLES ? pA CONFORMANCE REQU MAXIMUM SPACING ~ ~ ° aeelllllleeaa
0 0 2 p~` NGINEER OF RECORD IS NOT RESPONSIBLE FOR SUBSURFACE CONTROLLED BACKFlLL, popo • •0 / 4. THE STRUCTURAL E SEE GENERAL o ti
N ITIONS ENCOUNTERED IN THE FIELD CONTRARY TO THOSE ASSUMED FOR DESIGN. O / CO 0 ~9 STRUCTURAL NOTES p /
" " ~L C c c ~ \ OQ ~o c ~~a X5.9 s
5, WHERE "CONTROLLED BACKFILL IS SPECIFIED BEHIND RETAINING WALLS, HANDHELD / ~ ~ / EQUIPMENT SHALL BE USED IN COMPACTING BACKFILL APPROVED BY A GEOTECHNICAL iL 12'x7' d d 12x8 ~ ~ FI~ ©~4 I~GS
• R ENGINEER IN AN AREA DEFINED BY A 45 ANGLE FROM THE RETAINING WALL 0 " ~ 5 5' F0~ R IEVQ S ~ILY ~ : q9~F ~ s ~ E E~~~~~ •
R RIDE-ON VIBRATORY DRUM COMPACTORS ARE ~6 AT 12 O.C, CONT 2x6 FOUNDATION WALL BASE, WALK-BEHIND 0 ~ AY
DIN THIS "CONTROLLED BACKFILL" AREA. ° d. KEYW NOT ALLOWED TO BE USE . 266.90' UPSTREAM WINGWALL ~1~, ~tN1~1S
HALL BE CLEANED FROM FOUNDATION EXCAVATION BOTTOMS PRIOR , d . .a 265,90' DOWNSTREAM WINGWALL) 6. LOOSE OR SOFT SOILS S (
F ONCRETE, SUBGRADES NEEDING UNDERCUTTING SHALL BE BACKFILLED TO ~ ' <; TO PLACING 0 C
NCRETE OR A GRADED N a .a 4 ~ a (6) ~5 BARS CONT. THE ORIGINAL SUBGRADE ELEVATION WITH SUITABLE FILL (LEAN CO ~ °d.a
7 N , 67 AGGREGATE UNLESS DIRECTED • , STONE SUCH AS NCOOT No, 5 OR 0 ) ' d WASHED . . ° a °a. ° ~ ; , (3) ~5 BARS CONT.
OTHERWISE BY THE GEOTECHNICAL ENGINEER, a , . . `~~,`~'~1 CARP
SAME DAY THAT EXCAVATIONS ARE " ~ ' 7. FOUNDATION CONCRETE SHOULD BE PLACED ON THE M ~ 5 DOWEL BAR AT ~7 DOWEL BAR AT
ING SOILS ARE SOFTENED BY SURFACE WATER INTRUSION OR ~ N d I " MADE, IF THE BEAR 12 O.C. WITH
XPOSURE THEN THE SOFTENED SOILS MUST BE REMOVED FROM THE FOUNDATION 12" O.C, WITH E " IF THE EXCAVATION 20 LAP SPLICE 2 5 34" LAP SPLICE XCAVATION BOTTOM IMMEDIATELY PRIOR TO PLACING OF CONCRETE. O ~ E
MUST REMAIN OPEN OVERNIGHT, OR IF RAINFALL IS IMMINENT WHILE THE BEARING SOILS E CULVERT FIN~~~ b~d~~II~VGS PRECAST CONCRET ~ R~ilIE1~7P~OSEg OQLY
4'-0" 1'-0" 2'-0" 6'-0" OF X57 OR ARE EXPOSED, THEN A 1 TO 3 INCH THICK LAYER OF LEAN CONCRETE (2,000 PSI MINIMUM DESIGN BY MANUFACTURER ,
F RE THE PLACEMENT OF X67 STONE BEDDING STRENGTH) SHALL BE PLACED ON THE BEARING SOILS BE 0
REINFORCING STEEL T-0" INV, 267,90 12 #57 STONE TO MATCH NATURAL nl
INV. 268.90 REINFORCED CONCR ; LOW FLOW OF THE CHANNEL
NOTED OTHERWISE ALL CONCRETE WORK, DETAILING, FABRICATION, ANO PLACING OF i, UNLESS , REINFORCING SHALL BE GOVERNED BY THE LATEST REVISIONS OF;
a-a
A, ACI 301, ACI 315, AND ACI 318. N.T.S. UPSTREAM HEADWALL DETAIL
B. CRSI RECOMMENDED PRACTICE OF PLACING REINFORCING BARS, N.T.S.
C. ACI 306 AND ACI 305 FOR COLD AND HOT WEATHER CONCRETING RESPECTIVELY,
8" 1/2" CHAMFER
2. ALL CONCRETE SHALL BE NORMAL WEIGHT WITH A MAXIMUM UNIT WEIGHT OF 150 POUNDS A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 SMOOTH FORMED FNISH CONSULTANTS
PER CUBIC FOOT ANO SHALL HAVE ON CONCRETE SURFACES PSI, TOP OF WALL SEALS
WHERE EXPOSED TO VIEW EE HEADWALL (S LANDSCAPE
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, AND SHALL BE GRADE 60, " ~ ELEVATION DETAILS 2 ) d McNeely Associate: 5501 McNeely Drive
P SPLICES AND HOOK DIMENSIONS SHALL BE AS REQUIRED PER ACI CLR NEW ROAD PROFILE Raleigh, NC 27812
4, REINFORCING BAR LA 318 UNLESS OTHERWISE NOTED. 1 " O.C. / ~4 AT 2 CENTERLINE EL=289,30 g1q.7e2.eetn
a SPACING STRUCTURAL
p \ REC.e~ CONCRETE BOX CULV>RTS. ~ ~ ~ ~ ~ , Lasater, Hopkins, Chong
F R ~ ~ ~ ~ ~ ~5 DOWEL BAR AT SIGN CALCULATIONS SHALL BE SUBMITTED 0 ~ ~ ~ ~ ~ 1, PRECAST CONCRETE SHOP DRAWINGS AND DE ~ ~ ~ ~ ~ ° " 1015 Wade Avenue
Y A ENGINEER ~ ~ ~ 12 O.C. SPAC?NG. F RI TION AND SHALL BE SIGNED AND SEALED B REVIEW PRIOR TO AB CA Raleigh, NC 27605 919,832.95ft7
DRILL 3 4" DIA, x 6" HOLE PRACTICE IN THE STATE OF NORTH CAROLINA, \ ~ ~ ~ ~ ~ , . / LICENSED TO ~\r\~r\~r\~r\~r\~r , INTO PRECAST CULVERT TOP
A EMBED PLATES DOWELS, AND MISCELLANOUS SLAB AND SET DOWEL INTO 2. PRECAST MANUFACTURER TO PROVIDE Ll ,
RE UIRED TO COMPLETE INSTALLATION OF BOX CULVERTS AND AS SHOWN HIGH STRENGTH EPOXY WELDMENTS AS Q 0 0 PLUMB MECN, EIEC !CIVIL 2301 Rexwoods Drive
° _ d DOWELING SYSTEM, e a ON DRAWINGS. 0~~~~ Dewberry /r Davie ~ Raleigh, NC 27807-3388
d`°° ' 275.9 UPSTREAM Q EPOXY DOWELING SYSTEM; ~ d. ( ) P°F,~Q~~' ~P~~ ~POO~Q~~ ~P~,~ PO~,~Q~ ~P~,~ q1 e.e8l.ggsq
TREAM ~P
-PART 274.9 DOWNS 1, EPOXY DOWELING SYSTEM SHALL CONSIST OF AN INJECTABLE TWO ~ ~ ~ ROOFING CONSULTANT
EPOXY COMPLYING WITH THE REQUIREMENTS OF ASTM C881-90, TYPE N, ~ GRADE 3, CLASS B AND C EXCEPT GEL TIMES. THE EPOXY DOWELING 0~ O!t 0~ Stafford Consultlnq Engineers
SYSTEM SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S PRECAST CONCRETE CULVERT Q h ~ Q ~ OQ h 7424 Chapel HNI Rd. Suite 102 a Raleigh, N,C. 27807 ~0~9. ~~1~. ~t~,1~, P~~ Phone; q19-852-1038
NS AVAILABLE PRODUCTS; F TURER, T ~ INSTRUCTIO DESIGN BY MANU AC p
DESIGN CULVERT FOR WEIGHT '2j A
A, EPCON SYSTEM CERAMIC 6 EPOXY ANCHOR SYSTEM, ITW RAMSET. ANO CONCENTRATED MOMENT ? p,~ / HIT RE 500 EPOXY ANCHOR SYSTEM, HILTI CORP, - -P H WALL. ~ B. HILTI FROM CAST IN LACE EAD 'S~•" /
C. POWERS RAWL DOWEL-FAST SYSTEM, POWERS FASTENING, INC. ~y / / \ ~ ~ 0~ PROJECT
D. SIMPSON EPOXY-TIE SET, SIMPSON STRONG-TIE ANCHOR SYSTEMS o~y C 9 / C C ~ ,~0 dry.
(USE OF SET-PAC SYSTEM NOT ALLOWED}, / 12x7 12x8 d d ~ ~ ~'S, E-22 Elementary School
5'
INVERT VARIES
° a. a ° : SEE ELEVATION . ` ' a' \V/
CLIENT
Wake County
Public School System
-
N,T.S. b a
6'-0" OF 57 OR ~Q~~ C~ PRECAST CONCRETE CULVERT
#67 STONE BEDDING DESIGN BY MANUFACTURER Z
PROPOSED ROAD r
PRECAST BOX CULVERT to
INV. 267,90 MASTIC INV. 266.90 12" #57 STONE TO MATCH NATURAL ~Y LOW FLOW OF THE CHANNEL ~y
" WATERSTOP
PROVIDE SAND AS SHOWN - CAST-IN-PLACE
MIN. 2' DEEP-APPROX. CONCRETE R . WINGWALL DOWNSTREAM HEADWALL DETAIL
EXISTING GRADE 1600 YDS. ° (SEE SECTION N.T.S. PROJECT NUMBER;
PROVIDE SAND o-a a > 10031800
AND #57 STONE PHASE;
142 LF / SEE SECTION a-a ~ UTSIDE „ MIN. 5 O / FOR REINFORCING Permit Submittal
~ OF 3fi RCP OF WING WAIF DATE;
® 0,50 TYP. 60TH ~1DES) 4-03-2007
PROVIDE #57 STONE DRAWN BY:
WIN WALL -HEADWALL G MIN. 5 EACH SIDE ~ / ACH
F cuLVE ~ JOINT DETAL
CHECKED BY;
C-C PAK
12'x7' AND N.Ts APROX. 72
12'x8' BOX 1'-0" REVISIONS
CULVERTS no. revbion date 1 CD; REVISION 03J8.07
145 LF ~ . PLOWABLE FlLL 2 TOC COMMENTS O4,OJ.07
THE ~0.71~ PROVIDE #57 S 0 3 DWO 03.28.07
(MIN. 6' DEEP) PRECAST CULVERT PRECAST CULVERT 4 TOC COMMENTS 04.09.07
SIDE WALL A. SIDE WAIL 5 NCDENR 04.11.07
MY PROJECT NUMBER 07-SP-022
APPROVED TOWN OF CARY
PROFILE Approved By Date CULVERT
CONSTRUCTION N.T.S. JOINT WITH SEALANT Planning ~ DETAILS Engineering C1 17
d N.T.S.

STANDARD MANHOLE RING k COVER
USE FOUR 3/8 INCH ANCHOR BOLTS (SEE DETAIL 01000,03)
TO BOLT FRAME TO SPACER. USE ROPE MASTIC SEAL BETWEEN FRAME k SPACER.
° A A a'. 20" MAXIMUM 1, VERTICAL SPACING ~ 16" O.C., ON VERTICAL WALL ONLY.
FROM MANHOLE BREAK POINT
1 • 12' EXCESS PRESSURE RELIEF TO TOP OF RING AND COVER CORROSION F 1B" 2 ~ CLEAR CLEAR (OR AT INSP. TEST) ECCENTRIC TAPER ~ MATERIAL CLE UNIT ' CORROSION RESISTANT 2. STEPS TO PROTRUDE 5" FROM FACE OF STRUCTURE WALL, MATERIAL AND SHALL WITHSTAND A VERTICAL LOAD OF 400 LBS, AND A HORIZONTAL PULL-OUT LOAD OF 1000 LBS. WHEN INSTALLED,
TO SPRINKLER SYSTEM I , . " , " 1
12 ~ e R G 2 -0 , 3'-0 , OR 4 -0 2'-0" ~ II U t2" ~ ~ waTER MOTO GON 3, ALL STEPS SHALL BE VERTICALLY ALIGNED IN A STRAIGHT LINE,
. CLEAR v CLEAR (IF REQUIRED) ~ 1/2" DIAMEII j. e. WATER FLOW SWWTCH ' MUST T1E INTO A STEEL ROD 1/2"DIAMETER CHERRY HUFfMAMRCHITECTI& STEEL ROD
18" RISER PIPE VW~ CENTRAL STATION) ~ CLEAR ALARM VALVE 135 E. Martin Si„ Suite 101
36" GAUGES ANO RETARD ALL LIFT HOLES WHICH COMPLETELY Roleigh, North Carolina 27601 919.82L080S 919x621,0720
FDC CHECK VALVE PENETRATE THE MANHOLE SHALL BE e« > ' APPROVED BACKFLOW MBLY FILLED PATH NON-SHRINKING GROUT www.cherryhulfmon.com
a. PREVENTER ASSE SPRINKLER VALVE TRIM AREA 38" ° (18' CLEARANCE ON SIDES) - -
(~OUN? HOPoZONTAL ONLY) 4' 0", 5'-0", OR 6' 0" DIAMETER ,
APPROACH CLEARANCE TAMPER SWITCH A BE SEALED e ALL EXTERNAL JOINTS SH LL Dewberry
e TO FDC WITH AN APPROVED JOINT SEALING MATERIAL TOP VIEW CLASS 350 FLANGED 0-RING OR BUTYL RUBBER JgNT Dllwbeny 8 Dews, Inc.
DIP FITTING 12" MIN. (18"-36" ABOVE CLEAR - FINISHED GRADE) m01 RExw0001CAYE RATE 810 RAIEIaH, NC27112
r REDUCER OR BALL DRIP VALVE ~ I n PHONE: 11e11fA111 2 FAx:010.111 A11J
RISER UNIT REDUCER ELBOW 12" MIN. MA1N DRAIN A WALL OVER 5" 9
PIPE TAN CLEAR MANHOLE STEPS ALONG A VERTIC L TO OUTSIDE THE EFFLUENT PIPE AND VERTICALLY ALIGNED ~~N SEALS
a (SEE DETAIL 07000.02) a BASE MIT }
MINIMUM 2 3 4" ROD r d /
w/BITUMINOUS COATING d R AST CONCRETE INVERT I 1. ALL MANHOLE CONNECTIONS SHALL BE ° P EG s~ea1~'/C A RQ
MEETING SPECIFICATIONS PIPE PREFABRICATED OR CORED WITH A D.I. PIPE ~ . ' CONCRETE CORING MACHINE. FNGAPSULATED STEEL STEP ~~?0~,~0 ,~iy~~
,s a. as _ THRUST BLOCK 6 ALL MANHOLES SHALL BE VACUUM TESTED.
MINIMUM (2) 3/4" ROD °a CONCRETE 2, w/81TUMINOU$ COATING e FIB ~~4aDf~l ~.91~S
n ~ 12" BEDDING (/57 STONE) , SFrTION A-A F0~ R EYBPP~P 8 ~ LY
DETAIL No. DETAILNo. 'g~~.~Mf~~~EE~~~~~
DETAII,No. MANHOLE STEPS 07000.02 (q A K\S
STANDARD PRECAST CONCRETE MANHOLE 07000.01 STANDARD SPRINKLER RISER 06000.17 SHEET , of , EFFECTIVE: 07rotro4 SHEET 1 OF 1 nhhllua•`'e~
SKEET , DF , EFFECTIVE: o1rolro4
EFFECTIVE:09ro8ro5 ALL FILLETS STANDARD MANHOLE PIPE qA. + 2'-0"
F SANITARY 1 1/4" RAISED LETTERING 0 R 1/4" RING g COVER ,rte SOLID COVER OR (RECESSED FLUSH) 4 4•
SEWER IN PAVED AREAS 4" 0 ~ 0
cDMMDN GPEN sPacE GARY PROJECT NUMBER 07-SP-022
OATH OPEN ~ 1/2" FINISHED RO (2)KH LES GRADE ° APPROVED
J „ Q' ~ z 1" DIAMETER I / < o ' `9 TOWN OF GARY
- FILLETS 0 R 1/B < <,y ~ / o I INVERT SHALL BE U ~ D.I, PIPE SECTION PIPE MAY 1/2 THE WIDTH 8 ) IL_ 5~ - = ~ ~ • NOT ENTER 1HRWGH MANHOLE a ~ HEIGHT OF THE
187 , I ~ i 1 a _ ~ ; ~ ~ ~ ~ a EFFLUENT PIPE. ~ -'i ~,r-r ~ ~ I CONE SECTION OR ITS JOINT + l , BUILDING/ TRAFFIC BEARING CLEANOUT ~ ~ ~8te
A ` ~ / A ~ \ - ENTIRE PIPE SEGMENT TO HOUSE PER T'OC DETAIL 07000.12 PlannMlg ~ CONNECTION Engineering ~
B ti B / BE D.LP. EXTENDING TO Cl CLEANOUT AT PER 07000.10
0 / ° q R y 9 ~ w 0.1. THE UPSIREAM MANHOLE a . ~ .;a ~ PF m aa. TEE PROPERTY LINE AND 07000.11
1/2" MINIMUM \ ~ ; y D.LP, BEND TO BE r < ENCASED IN CONCRETE a. 10' MINIMUM SEWER EASEMENT
V ~OV R BOTTOM VIEW > 4'-0" DIA, - ~0 ER TOP VIEW ° (20~ IF SEWER DEPTH >3~)
- ° .I. PIPE SECTION a ' RING TOP VIE ° ~ D i MINIMUM GRADE 1.OX SEWER MAIN
25 y I~ ~ . CC EASEMENT
23 3 4" ~ ; 90' D.I. BEND ° ° / 3/4' MIN, ; d e
° ~ RT ELEVATION OF DROP • ' 1 ~ ~ INVE 4" D,LP,
~_.L 23 1/2" ' ' WITHIN 20" OF MAINLINE a ~ N + ° ~ ~ INVERT ELEVATION SERVICE LINE PUBLIC SEWER MAIN
~ r ! CONCRETE LIMIT OF PUBLIC SEWER
l o- ENCASEMENT 1 A~ TERNATE LETTERING MAINTENANCE CONSULTANTS SEALS
~ (3oao Ps.l.) ._t. J PROPERTY LINE LANDSCAPE
24 3 4" MIN. " ' 2 i/8" SPECIFICATIONS; t2' No. 57 STONE ~n~w McNeely Aeeoclatee
33 1 4° 3' 1. CLAS4 35 GREY IRON. ' • SECTION 5501 McNeely Orive Ralelgh, NC 27612
n w 4" 2. COMPLIES WITH ASTM A48 CL35B. SFr'T'ION A-A 3. CASTING TO BE COATED WITH A WATER 919.782.9607
BASED ASPHALT PAINT (BLACK). 1. TO BE CONSTRUCTED FOR ALL DROPS OVER 20". MINIMUM WEIGHTS Cc~+~ON "B-B" 4. ALL LETTERING SHALL BE CLEAN, CRISP,
RING 190 ary AND CLEARLY LEGIBLE. 2. ALL MANHOLE CONNECTIONS SHALL BE CORED WITH A CONCRETE CORING MACHINE. STRUCTURAL
COVER 120 5. DOMESTICALLY MADE & MANUFACTURED IN THE USA. 3. APPROVED PRECAST DROP MANHOLES MAY BE USED. Laaoter, Hopkins, Chanq
TOTAL 310 DETAIL No. ST STANDARD SANITARY SEWER SERVICE LINE DETAILNo. 1015 Wade Avenue 070.10 Ralelgh, NC 27605
DBTAIL No. STANDARD MANHOLE RING AND COVER q STANDARD OUTSIDE DROP MANHOLE 07000.06 (CROSSING COMMON OPEN SPACE) SHEET 2 ox Z 919,e32.5597
07000.03 SHEET , aF , PFFECTNE; 07ro1ro4 YFE 1 PAVED AREAS) SKEET t OF 3 EFFECTNE: o7rolro4 PLUMS YECN, ELEC R CIVIL
EFFECTIVE: mrolroa COMPACIED BACK FILL Dewberry do Davis
m COMPACTED BI c COMPACTED BACK FILL 2301 Rexwoode Drive \ .~i Ralelgh, NC 27607-3386
16" SQUARE CONCRETE ~ 919,861.9959
ENCASEMENT ?C]? a
?OOCIC]D E ?oaDOO? I UNDISTURBED ~ ROOfINO CONSULTANT UNDISTURBED TRENCH WALL
PVC SADDL DIP SADDLE D o ~ o 0 TH 18 0o S o00 TRENCH WALL Stafford Con/ulting Engineers
SPEGAL GASKET BY E a ~ PIPE MANUFACTURER WITH j~ ~ o 0 0 0 0 0 7424 Chapel HRI Rd. Sult• 102 Ralelgh, N.C. 27607
/ ~ SILICON SEALANT APPLIED TO BOTH SIDES ~ ~ ~ ~ Phones 9i9-852-t038
SOLVENT CEMENT SEAL ~ ~ a
1 e 6" o o _ _ 1 INITIAL ~ TOP OF PIPE
o o Q o o .
0 0 o SEWER MAIN o o SPRING LINE EMBEDMENT I~j~ ~i1 --r PROJECT
SEA ~N o o OF PIPE 1• . . ; ~ HI FLOW o 0 I to o ) 11" 1~ ~ HAUNCHING MATERIAL ~ )i ~ HAUNCHING E~ATERALT
o !o o ; PROVIDE RUBBER GASKET o r ~ t ~ ; ; E-22 Elementary School
o p ~ / _ _ ~o~ T ' o _ ` CAST IRON/DUCTILE IRON ; 10-3 4" CLEANOUT COVER 6" MINIMUM BEDDING ~ 4" BEDDING MINIMUM
3000 P.S.I. CONCRETE 1 ' ' ASPHALT OR CONCRETE AS 2"ASPHALT OR CONCRETE ~
DOUBLE STAINLESS 2 STAINLESS STEEL BANDS DETERMINED BY TRAFFIC SURFACE STEEL BAND FlNISHED GRADE
= I 4" MAXIMUM SPECIAL BEDDING DUCTILE I PVC PIPE - = I I = ~i1= r_ , BEDDING STANDARD BEDDING CLIENT FOR 3' TO 14' DEPTHS
' 9-1/4" • ~~C _ ° ° _ 8" Wake County
r- - 4" SEWER TYPE BRASS CLEANOUT ~ -~~i-
. r CAP WITH COUNTERSUNK HEAD 3" n . f Public School System
SAND CUSHION PIPE SEAL GASKET 1. EMBEDMENT MAIERI 9 EMBEDMENT MATERIAL MUST BE CLASS I (N0, 67 OR N0, 78M WASHED STONE IS TYPICALLY USED).
N _ 2, EMBEDMENT MATER T
° ' a ; 6" MINIMUM 1. PVC SOLVENT CEMENT SHALL BE USED FOR PVC SADDLES, 3000 P.S.I. CONCRETE 3, STANDARD BEDOIN( SMANDARDTBEppINGIASHALLLBEBUTILIZED FOR ALOL CASESMWHEREZ RENCH BOTTOMS TARE OUNSTAB E DUELTOS I MATERIAL. 1 e~w" ^-n
SOIL TYPE, OR MO HALL BE USED MATH TRUSS PIPE, urll~lll~l~llr 2. TRUSS SADDLES S SOIL TYPE, OR MOISTURE CONDITIONS. ''1 ` ~7~Q
- WYE OR ROMAC SEM~ER SADDLE TYPE CB OR OTHER AS APPROVED, 6" PVC ENCASEMENT PIPE 4" PVC PIPE 4, ALL SANITARY SEW ALL SANITARY SEWER LINES LESS THAN 3 FEET AND OVER 20 FEET IN DEPTH MUST BE D.I.P, c Q
3, DIP CONNECTIONS SHALL BE MJ IN LINE , DETAILNo. DETAIL No. ~ ~A
DETAILNo. BEDDING ~ BEDDING FOR FLEXIBLE & SEMI-RIGID SANITARY SEWER PIPE 07000.13 ~ SHEET 1 OF 7
CLEANOUT COVER ASSEMBLY TRAFFIC AREA 07000.12 STANDARD SANITARY SEWER LATERAL CONNECTIONS 07000.11 SHEET , ~ , EFFECTIVE: mrotroa
SHEET , of , EFFECTIVE; o9roaros EFFECTNE: 07ro1ro4 c ~ M *
om STANDARD CROSSWALK M~ HI-VISIBILITY CROSSWALK Q~ 6'~ THICK
w' ~ STOP BAR M ¢ V CONCRETE BITUMINOUS SURFACE COURSE
,y,p7p7 B" WHITE LLJ ~Z ~I N 00~= m = ~ CROSSWALK LINES M 4000 PSI
D IDEWALK W S 24~~ PRO,~CT NUYSER; 10031800
x~ m 4' MIN. ~ MIN• ~ F-OZM - =IA00 ~,R S NF OW PNASEt
° ° ° ,~D.
v~ ~ 'o ~ WO ~ p o .n 3 .p ° ~ o ~ Permit Submittol
W D r 24" WHITE ' O 0 0' p, ° D ° ° D o ° 3„ ° ° p ° ° o0 0~ DATE;
2 CROSSWALK LINE ~ ~ D =~~I,;. I_~i~- ~~rII,_I, 4-03-2007
24 AAP SIDEWALK ~ ORAWN BY;
24" WHITE C CR088NU1LK LINE _ ~III,;,II_~III.; II~I~I- 2,_a„ AcH
ABC, 6° THICK CHECKED SY;
O m PAK
S? 10' MIN. WIDTH LL H
~~r m~W r-rZ SECTION AT JUNCTION WITH ASPHALT PAVEMENT REVISIONS
m ~ _ TES ~ no. reviefon dais
~ rn TYPICAL CROSSWALK APPLICATIONS a * GENERAL NO ~ D~ RADIIN{ -THE NINIMII WIDTH OF STANDARD CROBMNALKB IB !FEET. ~ 1 CD. REVISION 03.16.07
~"I = Z ` THE YINIMM NIDTN OF HI•YIIIBILITY CRDB~ALKB IB O V v ~?br 1o FEET. ABC =AGGREGATE BASE COURSE 2 TOC COMMENTS 04,03.07
• ~ ~ ~ CROIMNALK9 TO TIEIR OOMEBPOIDIIN NMEELCIIAIR ~ ~ NI-VISIBILITY CROSSWALK ~~IO~ _ 3 owQ o3.zs.o7
~ ~ G 1 ` ~ arm, r ~e~8txrw ~ 91~BIS~~'TIN~O THE I~NTERBECTION RADII. ~ W e~C NOTE: a TaC COMMENTS 04.09.07
% Q SIDEWALK P
CROSSWALK LACE STOP BARS AMINE I" OF 4 FEET FROM /[THIN THE AREA ONE~ST N W D ~ ~ RLM. PLACE STOP BARS PARALLEL TO = G 1, PROVIDE EXPANSION JOINTS ® 30' O.C MAX 5 NCDENR 04.11,07
r = STANDARD CROSSWALK LINER, BUT CAN BE PLACED PERPENDICULAR H ` Wa AND AT FIXED OBJECTS
N co ~ tSM ALKB TO TRAVEL LAND. j d + 7 -COORDINATE PLACBEKf OF OlOlSNAI~LZjlN ALL CASES W p NiTE TEE LOGTIOII OF IIEELC 2. PROVIDE CONSTRUCTION AND CONTRACTION
JOINTS ® 15' O.C MAX IN GRID PATTERN-UNLESS
K LEGEND OTHERWISE NOTED ON DRAWINGS DETAILS
RADIUS OF FLOIN
0A RADIUS « TDIIR~OON OF TYPICAL CONCRETE PAVEMENT AND
A ® YMEELCNAIR RAMP SHEET T OF 1
ET , of , 1205.07 ASPHALT PAVEMENT JOINT DETAIL Cl 18 Nlb
1205.07

GENERAL NOTES: R/w 15'-0" MAX, METER AND BYPASS ASSEMBLY TO BE NOTE:
DUCTILE IRON FLANGED PIPE. HYDRANT TO BE PLACED WITH 2'-0" MIN, VAULT WALL
METER FACE TO BE A MAXIMUM OF BLOCKING PUMPER NOZZLE FACING THE 5'-0" MAX,
3.5' BELOW FINISHED GRADE, vAL1£ AS UNDER TRAVEL/FIRE LANE. CONCRETE SIDEWALK w METER (IF APPLICABLE) ~ ~
ADJUSTABLE CONNECTING PIECE TO BE - , 'r GUTTER m " ¢ ~ GLOW F-1439 ADJUSTABLE CONNECTOR. 1 ~
- --i „ CONCRETE ENCASEMENT = ~ FNISHED a - t n ~ ~ GRADE Z a Q J
ACCESS DOOR SHALL BE ALUMINUM TO SUPPLY ~ ~ I ~ I i -r-__- TO PROPERTY DOUBLE DOOR WITH A MINIMUM OPENING ___._.t~___~ II i ____I_~.._ _ r ROADWAY m _ r~ ? Q
OF 42" X 36". " t 16" MIN. METER " _ - L" a a, . ~ I . TAMPED ~ ~ o CHERRY HUFFMAMRCHITECT6 U N
VALVES SHALL BE IRON BODY TYPE. CAST IRON VALVE BOX ~ I BACKFlLL AD,usrnBLE caNNECnec TAMPED 'v ' .I 135 E. Martin St„ Suits 101
EITHER SOLID BRICK, SOLID BLOCK OR PECE BACKFlLL I 1 _ . ` PRECAST CONCRETE MAY BE USED. ~ a C MInaMSr sra~ 8 ,F. Roleigh, North Cerolino 27601 919.821,0805 919F821,0720
vunT wAU TO ENSURE POSITIVE DRAINAGE, THE STRAINER w www.cherryhu Ifm an.com
VAULT SHALL BE nED INTO THE e'- B a/4' , _ m EXISTING STORM DRAINAGE SYSTEM, IF R UNDISTURBED ~ ~ SIDEWALK
POSITIVE DRAINAGE IS UNOBTAINABLE, A ENCASEMENT ~ SOIL ~ MuN i ~ ; NN WHEELCHAIR RAMP Dewberry
SUMP PUMP SHALL BE LOCATED AND AT 3,000 P,S,I. ~ L: O ACCESS DOOR CAST INTO A CONCRETE _ OPERATED IN THE VAULT, sue ANO MEET H-20 LoADINC _ - ~ PROPOSED 3'
FINSH CRADE MECHANICAL JOINT . ALL COMMERCIAL APPLICATIONS REQUIRE HYDRANT Dewbeny rl Devis, Inc.
AN ABOVE GROUND BACKFLOW 6" GATE VALVE MECHANICAL JOINT CONCRETE THRUST BLOCK CONCRETE BLOCKING PREVENTER, vaLVE BOZ vuM: e" BLOCK WALLS i/3 CY AT 3000 P.S.I. MINIMUM 1/3 CY AT 2901 REfNpD090W4E 2' MIN, aul9t:ab
(SEE DETAIL Oe000.00, (rYPK;AL srANOARO vuvE ~ DUCTILE IRON PIPE 3000 P.S.I, 5' MAX. IwrlaLNCT9e1s F9g9E: ataaa9~WN Fatauae9Jx+~
BOX INSTAIUnON) METER ~ B" MAIN LINE TEE CURB AND GUTTER
~ f_~.. MIN. NO OBSTRUCTIONS IN THIS AREA SEALS
TO SUPPLY I I i0 PROPERTY _ t r.~. _ ~^xC. NOTES: 3' (INCLUDING LANDSCAPING)
BLOCKING 1, TOP OF BLOCKING TO BE 2" FROM 4, IF HYDRANT IS LOCATED ON A DOT ROADWAY USE 14' MIN, 3'
HYDRANT WEEP HOLES. DOT STANDARDS FOR LOCATION OF HYDRANT • : ~ 2 STONE>': " B" X 16" CONCRETE 30' MAX, ~eg1111a1a~a ~~,ea~~ C A,~p
FOOTNO, J000 P,s.l. 2. HYDRANT TEE MAY BE SUBSTITUTED FOR 5, STD. RODDING AND BLOCKING FROM GATE VALVE TO ,,:o~.ofESS,p~;4y~.
UNDISTURBm SOIL D,LP. NIPPLE AND RODDING TO VALVE. HYDRANT MAY BE SUBSTITUTED WITH A CONCENTRIC RING RESTRAINT SYSTEM SUCH AS MUELLER AQUAGRIP OR AN N~T~: LOCATION SHOULD BE COORDINATED WITH • ~ •9 ~ NCDOT ALONG STATE MAINTAINED ROADWAYS. F'~ 4 Ie1OAA ~C
3. TAPPING SADDLES MAY BE USED INSTEAD OF A TEE APPROVED EQUAL PRODUCT PROVIDED ALL PIPE SEGMENTS
FOR WATER LINES LARGER THAN 16 INCHES, ARE RESTRAINED, F0~ R IEV~~Pu~iPO S f~ILY
DETAIL No. DETAIL No. DETAILNo. ~•A fM61NE~~'.~
STANDARD 3" & 4" METER INSTALLATION & VAULT 06000.03 STANDARD HYDRANT INSTALLATION 06000.06 STANDARD HYDRANT LOCATION 06000.07 ~'~'`I ""~'J~S'~~
EFFECTIVE:09~05 SHEET 1 aF 1 EFFECTNE:091~05 SHEET 1 aF 1 E~p,~'[T,rE; 07pl~gq SHEET 1 OF 2 I~jh~; q'N1~,'~
(2) CLOSED PICKHOLES
(UNPAVED AREAS) ~3/4'
VALVE BOX COVER CONCRETE ENCASEMENT 5-3/4' AT 3000 P.S.I. 5-1/4' ,/4" r WATER 1" RAISED LETTERING
\ Z ' ~ 1/4»
TYPICAL FINISHED GRADE ~ n ~ TYPICAL FINISHED GRADE _ t/4" ~ ~ (TOCBESLABELED WATER" OR ~ j SEWER" AS APPROPRIATE).
IN PAVED AREAS I \ ~ IN UNPAVED AREAS _ - a i z - ~ 1_1/2• n ~ ~ 1-1/2' 7-5/16"
pp ~7 BOX SHAL N RED
o. Y BACK OF CURB OVER VALVE
~ ~ 4"
~ BASE COURSE ~ , .
PARKING LOT a a. , ' ; ~ rn (PAVED AREAS) ~ TAMPED ALL PARTS SHALL BE OF ~..I~ 5-7/16" ~ THE SAME MATERIAL AND
- ~ ~ e 12" THICKNESS I-2, i o` : ` . BACKFlLL o SUPPLIED BY THE SAME MANUFACTURER
- ~ PARKING LOT H OR HB BITUMINOUS I;.~. 1 > ~ CONCRETE MAY BE USED ~ iv a a
3' 3' D. 4 0 _ ~ (PAVED AREAS) (UNPAVED AREAS) 9..
a VALVE BOx _ 12 THICKNESS I-2, ~adp CONCRETE ENCASEMENT ad " ~ AT 3000 P.S.I, w H OR HB BITUMINOUS 7-5/8' 7_3/g"
a CONCRETE MAY BE USED • In -1/2` 6-3/8"
n NOTE TO CONTRACTOR: 3 8"
VALVE BOX SHOULD NOT VALVE BOX COVER / r CgVTACT MAIN OR VALVE. VALVE (TO BE LABELED "WATER" OR l3/8" 2.
i X "SEWER" AS APPROPRIATE) ---I T _
I I~ 6. iv N MAIN ~I i ~ MAIN " m
_ '1 ~ ~ PLAN VIEW 10-1 4 I . I / /4- ` COMPLETE BOX CONSULTANTS > t-1/2" SEALS
PROPOSED HYDRANT d9~5: LANDSCAPE
TAMPED BLOCKING BOTTOM SECTION BACKFlLL 1. ONLY MANUFACTURED VALVE BOX EXTENSKINS SHALL BE ALLOWED. SECTION McNeel Aaeoclatea 1. VALVE BOX COVER SHALL WEIGH A MINIMUM 26 Ibs, y
NO OBSTRUCT10N3 IN THIS AREA. (INCLUDING LANDSCAPING) 2. VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH 6 5/8' 5501 McNeely Drive I" - ~ 2. ENTIRE VALVE BOX ASSEMBLY do COVER SHALL BE Roleigh, NC 27612
SECTION VIEW IS NO GREATER THAN 5 (it.) FROM THE SURFACE USING A 7-t/8" CAST FROM CLASS 35 GRAY IRON. 919.782,9697
MANUFACTURER APPROVED EXTENSION KIT. 3. ASSEMBLY SHALL BE DOMESTICALLY MADE AND
3. PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREAS. TOP SECTION MANUFACTURED IN THE U.S.A. STRUCTURAL
DETAILNo. DETAII•No. Loacter, Hopklna, Chong DETAII,No. 1015 Wode Avenue
STANDARD VALVE BOX INSTALLATION 06000.08 Roleigh, NC 27605
RANT LOCATION OR PARKING LOT STANDARD VALVE BOX INSTALLATION 06000.08 STANDARD HYD (F ) 06000.07 SHEET 2 OF 2 919,832.55E1
BFFECTIVE:0710U04 SHEET 2 aF 2 EFFECTIVE:07/OU04 SHEET 1 OF 2 EFFECTNE: 07pI1b4 PLUMB MECH, ELEC Jt CIVIL
Dewberry k Dovia
MAIN SIZE END PIPE SIZE 2301 Rexwooda Driw
4" - 12" 2" BLOW-OFF Raleigh, NC 27807-3388 919,881.9989
16" dt GREATER AS APPROVED BY TOWN ENGINEER
CONCRETE THRUST BLOCK ROOFING CONSULTANT
TEE OR CROSS 3/4" ALL-THREADED, COR-TEN STEEL RODS, (CUT TO LENGTH) GATE VALVE -CONCRETE THRUST COLLAR MECHANICAL JOINT CAP Stafford Consulting Englneere
F T N R ALL ALSO BE f' C1QIE~ CONCRETE THRUS' ASEESSH COR-TEN, 1. FOR MAINS THAT ARE TO BE EXTENDED USE A 5' MINIMUM 7424 Chapel Hfll Rd. Suite 102
VALVE EQUAL TO THE MAIN SIZE AS THE BLOW-OFF VALVE 5~ e RODDING SHALL NOi EXCEED 10-FT AND THEN REDUCE TO THE 2" STANDPIPE. 5' MINIMUM 1 Raleigh, N.C. 27607 s Phone: [phone]
e o IN LENGTH. _ _t__ 1 aI _I o 0]
2, ROD SHALL BE "HOOKED" INTO THRUST COLLAR. • •.1 ~ . Q d (J 1 n E I 5/8" THREADED RODS (EACH SIDE) I , ~ ~o
e _ _ D.LP. • SEE STANDARD VALVE BOx t , o.l. PIPE ~ I _ _ ~ ~N PROJECT
INSTALLATION DETAIL 06000.08 , - . - PAVEMENT _ ' • ~e• ~ BLOCKING D.I, PIPE
a. ° n tea.."• . d _ _ _
I I-I UNDISTURBED SOIL E-22 Elementary School
a ~J x 2" BRASS NIPPLE § ; ONCRETE } 5 5/8" THREADED RODS
~ ;r (6" MIN. LENGTH ~ I THREADED COUPLING TYPICAL EYE BOLT 5/8" THREADED RODS (EACH SIDE), ' (EACH SIDE)
CONNECTION HOOK ENDS INTO CONCRETE COLLAR - STANDARD VALVE BOX--~.>~j ~ 6"-12" FROM
j ~ FNISHED GRADE TAMPED BACKFlLL } ~ ` TAMPED BACKFlLL ~ I 2" THREADED CLIENT
CONCRETE ` ~ BRASS PIPE BLOCKING
P i r.~' , - DI 1 • . I - - - - ; CONCRETE BLOCKING PERMANENT DEADLENDPLIN SNTO BE NMACCORDANCEPWITH Wake County
~ ~.~.mm~. "T^~"`•I't MIN. 1/3 C.Y. AT COR-TEN ROD REQUIREMENTS GENERAL NOTES: STANDARD DETAIL 06000.11. PUbIIC School System
3000 P.S,I. BRANCH SIZE N0, OF RODS 1. SEE STANDARD THRUST BLOCK, THRUST COLLAR
4" 2 CONCRETE
6" 2 2, CONCRETE SHALL NOT CONTACT BOLTS OR 5' MIN. 2" GATE VALVE 2" THREADED BRASS 8" 4 ENDS OF MECHANICAL FITTINGS, MECHANICAL JOINT PIPE (±12" IN LENGTH ) ~~Q~BU cs~
12" 6 TAPPED CAP 16" 8
24" 10
j~~
DETAIL No. DETAIL No. DETAII.No.
STANDARD VALVE RODDING STANDARD 2" BLOW-OFF ASSEMBLY 06000.11 06000.09 STANDARD CAPPING DETAIL 06000.12 v ~`~c SHEET 1 OF I _
EFFECTIVE: O9/08105 SHEET 1 OF 1 EFFECTNE:07/01/04 SHEET i OF 1 EFFECTIVE:07NU04
M *
W >R UNDISTURBED B GARY PRO]ECT NUMBER 07-SP-022
MINIMUM CONCRETE BLOCKING C.Y. ~ CONCRETE (3000 P.S.I.) saL APPROVED
-1 11-1 4' THRUST COLLAR NOM, PIPE TEES & 90' 45' 22 /2 / CONCRETE THRUST ~ ; A.. TO SPPoNKLER RISER. WALL _ 1 WALL OF~Y PROJECT NUYBER;
I ~ DIA. IN. DEAD ENDS BEND BEND BEND BEND \ TRENCH A ' • ~ SEE DETAIL 06000,17 - ° COLLAR (3000 P.S.L) a ° . WALL FOR CONNECnON,r- ~ _
-t----. , + 4 1/3 1/3 1/3 1/3 1/3 ~ I , I..:. C I I FlRE DEPARTMENT SIDEWALK ~ 10031800 d TYPE SIAMESE CONNEC110N Planning PHASE:
ANCHOR I i D.I,P. I D.LP, i RING ° ° MAIN MAIN ° C Engineering Permit Submittol
6 1/3 1/3 1/3 1/3 1/3 ' TRENCH r.-~.*~ TAMPED rI ' ` . STANDARD 4' MANHOLE RING AND COVER. NQT~: COVER SHOULD BE LABELED WATER
' WALL BACKFlLL (SEE DETAIL 07000,03). I 2'-0" MIN. DATE;
8 1 3 1 /2 1 /3 1 /3 1 /3 ANCHOR MECHANICAL JOINTS • / (TYPICAL) " RING FlNISHE[ 3'-0' ! 5'-0' MAX. 4-03-2007 FlNISHED GRADE ( 6" X 18" ND PARKING IN
UNDISTURBED 10 2/3 3/4 1 /2 1 /3 1 /3 SOIL a CONCRETE SLEEVE FRONT OF FDC. ORANN BY;
PLAN VIEW SEC110N VIEW F a ACH ' ~ ROADWAY
12 3/4 1,0 2/3 1/3 i/3 CHECKED BY;
- --~t~..
1 1 ~ 14 1.0 1-1 2 3/4 1/2 1/3 M / MINIMUM CHECK VALVE W/BALL NaEN~NICAL I I
SCHEDULE a DRIP AND CONCRETE THRUST BLOCK (TYP.) REVISIONS SUPPDRT~ (SEE DETAIL 06000.13)
16 1-1 3 2.0 1.0 1 2 1 3 / / / PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR PoNG RINCS REQUIRED r - • " no, revision date ~ 1/4- PER FODT SLOPE I' -a ~ 4" D.I. PIPE
A B C l ~,I 1/4~ PI MAIN UNDISTURBED I 1-2 3 2-1 3 1-1 3 2 3 1 3 1'- " 8 / / / / / 6°,8"J 2" 1'-0" 0 2" ONE I r ~.J r - ° ° . - - 1 CD,REVISION 03.16.07 e
EARTH 16" 1'-4" 1'-0" 2" ONE ~ ~ ° ,a 2 TOC COMMENTS 04.03,07
z:.. f. - 2 flWA A2 7O A7
20 2.0 30 1-2/3 3/4 112 20 ' 1'-4" 3" ONE E q °
j 24" 1'-4" 3" TWO MINIMUM 2 2 L MINIMUM (2) 3/4" RODS w/ #57 WASHED 4 TOC COMMENTS 04.09.07
24 3.0 4-1/3 2-1/3 1-113 2/3 30" 1'-4" 4" TWO REINFORCING BITUMINOUS G t_ BITUMINOUS COATING (TYP.) 5 NCOENR 04.11,07
' CONCRETE SHALL BE 3000 P.S.I. MIX. 36" 1 a -a" TWO NOTES
NOTE: 1) ALL SIAMESE CONNECTIONS MUST BE WITHIN 50 FEET OF A FIRE HYDRANT.
CIQIE; fi" TO ifi" MAINS = 12-N0. 1 BARS 2) SIAMESE CONNECTION CAN BE ATTACHED TO BUILDING.
FITTING SHALL BE WRAPPED WITH A MINIMUM 4 MIL PLASTIC, 20" TO 36" MAINS = 12-N0. 8 BARS CHECK VALVE W/ BALL DRIP NOT REQUIRED IF SIAMESE CONNECTION DETAILS IS TIED DIRECTLY TO THE BUILDING.
NO CONCRETE SHALL COVER BOLTS OR GLANDS. BARS PLACED AS SHOWN
DETAIL No. DETAIL No. DETAIL No.
STANDARD REACTION BLOCKING 06000.13 STANDARD THRUST COLLAR INSTALLATION 06000.14 CURB SIDE FIRE DEPARTMENT CONNECTION 06000.18 cl19 MEET I OF 1 y:ti
EFFECTIVE: 07YON4 SHEET i OF EFFECTIVE: 07/01/04 SHEET + OF + EFFECTIVE: 07/01/04

UPSTREAM END OF 1J{" SO. STORM DRAIN
OVERFLOW ~ FlFI D ADJUSTMENT INSTRUCTIONS - q • • . .
i. REMOVE THE BODY FROM THE TOP OF THE • f,.
INDICATOR POST ASSEMBLY. - y 1/3 PIPE MAX.=10" : N ~ DIAMETER it3" 12' 12~ 12' EXCESS PRESSURE RELIEF
T THE RE IRED LENGTH OFF THE BOTTOM ~ 6" DIA. I" SQUARE I MIN,=7" P• ' 2 CU QU _ EXTENSION C: CLEAR CLEAR CLEAR Cj~:1 (OR AT INSP, LEST)
OF THE STANDPIPE FOR THE GROUND UNE TO e SHUt °i ii i • tz' MATCH UP WITH STANDPIPE GROUND LINE MARK, ~ CLEAR ' ~ 12~ TO SPRINKLER SYSTEM I~ CLEAR ~ CHERRY HUFFMAMRCHITECTI&
I BODY C7 3. CUT THE 1" S0. EXTENSION AT A DISTANCE ~ , • N ~ , t:7 • WATER MOTOR GONG (IF REQUIRED)
OF 9" ABOVE THE TOP OF THE STANDPIPE. ° M C) - BURY BOTTOM • 7 18" RISER PIPE o _ ~ ~ t8• RISER PIPE I WATER FLOW SWITCH 135 E, Martin St., Suite 101 (MUST TIE INTO A Rolel h, North Corolino 27601
4, 5ET THE "OPEN" AND "SHUT" TARGETS FOR THE STANDPIPE ( OF PLYWOOD CLEAR CLEAR ~ ALARM VALVE YaTH CENTRAL STATION) 9 GAUGES AND RETARD ® 919.821,08x5 919r82t,0720
- APPROPRIATE VALVE SIZE, (PAINTED RED) i I I - - - - - - 3/4" EXTERIOR www.cherryhuttmon,com
5. RE-ATTACH THE BODY TO THE TOP OF THE ALL PARTIALLY COMPLETED STORM DRAINS PLYWOOD ~ APPROVED BACKFLOW FDC CHECK VALVE PREVENIER ASSEMBLY
INDICATOR POST ASSEMBLY, ~ _ SHALL BE PROTECTED AT THE END OF SPPoNKLER VALVE TRIM AREA ' ~ EACH DAY IN ACCORDANCE WITH THESE PLYWOOD INLET PROTECTION VE TRIM AREA 38~ • (18' CLEARANCE ON SIDES) • (MOUNT HORIZONTAL ONLY) r ~
6, ALL PIV(s) SHALL BE INSTALLED WITH AN GROUND UNE i I GROUND UNE DETAILS. STEEL FENCE POST APPROACH CLEARANCE ELECTRONICALLY CONTROLLED TAMPER SWITCH, DH CLEARANCE TAMPER SWITCH CII~ ° Dewber
(TYPICAL) Dewberry & DevlB, Inc.
STANDPIPE UPSTREAM END OF OVERFLOW TOP VIE (PAINTED BLACK) STORM DRAIN CLASS 350 FLANGED ~ 12• MIN, IBDt REYNgODBORNE TOP VIEW DIP FITTING CLEAR ~ TO FDC X800 (18'-76' ABODE RAUiKxI,NC8el2
N ~ ~ FINISHED GRADE} R~ e1e.M1Je11
~ ~ N II ~1,~ FAx e+l.en,lels REDUCER OR REDUCER ELBOW ~ BALL DRIP VALVE
- I N II > 1/3 PIPE '_a.>L_. _ ~ N II ~ ~ DIAMETER
V= ~ M ~ II p. o. ~P: r PI STAND 12" MIN. SEALS CLEAR MAIN DRAIN TO WTSIDE
a ' ~(_•g11111Nln1r~~
POST INDICATOR VALVE SHALL BE ~ ° 12 DIA. . . LOCATED AT A MINIMUM 5-ft FROM BUILDING WASHED STONE FILTER N • . 'p ~ ~ ~ • ACROSS PIPE INLET ~ d MINIMUM (2) 3/4' ROD ~e~P\-~~ ~N O
1 • - w/BITUMINOUS COATING ~~2~a0 S f rOy7~ti 9~~~ •
D.I, PIPE FI~, 4 '~S ,:i
P~ P~ I TO RISER ROOM 1 1 ~ l 1 1
HARDWARE CLOTH ~I 1( if 1f L, MINIMUM {2) 3/4' ROD CONCRETE THRUST BLOCK • • w/BINMINOUS COATING y., FOR EY~PO S~ILY
- u u u T T SECTION "A-A" ~~~'y~ f Nov 5~~~~•'
wy
DETAIL No, DETAIL No. DETAII.No. ~~Nll~ilili
STANDARD TAPPING SLEEVE & POST INDICATOR VALVE 0600Q,1 g STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE) 04000.12 STANDARD SPRINKLER RISER 06000.17
EFFECTIVE:09rti8~05 sNEEr t of t g,FF~[~rE:07/01/04 seEEr t DF t EFFECTIVE: 09/09ro5 SHEET , GF ,
4' 8' MAX
MAX
1.5' ~ so,
MAN
9" MINIMUM ~ f.°r ,ti 1.5' ~0~~~ .0
MAX MIN. Qp, .\~O °g° ~~4 ° ~
1z" of NcooT •5 OR •57 •r
WASHED STDNE ~ w;:: 'i 2' MAX AT `•d:: °s. •"•e::: d.•:'e. • ~ 5 ~
,.e:"%: CENTER •
f~':r'y CLASS B •:.sr. .:u^.::.:::x^: .Y.:;w.::::::.::.:.:.; ~ ~.:u~: RIP-RAP 1 -0 DEEP BED OF CLASS A RIP-RAP i"°::• MI ,;e~:; .;ef:~y.:f:e~weY; .OY. ~ 1~
SPLASH PAD CONSTRUCTED ON r~~•::• .;,,:;~.;•,K,,:.;°:,~:
DOWNSTREAM SIDE OF SILT FENCE :~:f~° FILTER F 2-3" COARSE AGGREGATE CONSULTANTS FILTER FABRIC (COMPLYING WITH SECTION
•5 OR •5 OR •57 WASHED STONE 905, NCDOT STD. SPECS.) SEALS
FILTER FABRIC LANDSCAPE
McNeely Aeeoclatee
D UTLET FOR SILT FENCE DETAIL TEMPORARY 4' TO 6' STABILIZE 0 5501 McNeely Drive RDl/igh, NC 27612
N.T.S. 919,782.9697
PIAN YIE CR063-3EC110N VIEW H~
MAINTENANCE STRUCTURAL
1, INSPECT STABILIZED OUTLET ONCE PER WEEK AND AFTER EVERY RAINFALL EVENT Lolater, Hopkfne, Chang NOTE 1015 Wade Avenue
1 2" OR GREATER, GRAVEL PAD IS REQUIRED TO PROVIDE BUFFER AREA WHERE Raleigh, NC 27605 VEHICLES CAN DROP THEIR MUD AND SEDIMENT TO AVOID 919,832.5597
2, REMOVE SEDIMENT FROM OUTLET AND TRANSPORTING IT ONTO PAVED STREETS, TO CONTROL EROSION
REPLACE STONE AS NECESSARY, MAINTENANCE FROM SURFACE RUNOFF, AND TO HELP CONTROL DUST, PLUMB YECN, EIEC R CIYIL
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT Si/2" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS MAINTENANCE Dewberry k Davl/ 2301 Rezwoode Drive
OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. 1, INSPECT TEMPORARY ENTRANCE/EXIT PAD ONCE PER WEEK Raleigh, NC 27807-3388
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM Fk/S/ AND AFTER EVERY RAINFALL. 919,881.9959
AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM, bg CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION S~0 2, REPLACE GRAVEL PAD WHEN AGGREAGATE IS CLOGGED WITH ROOFING CONSULTANT
OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORTION $TE~ SEQl1ENCE S~OpF SEDIMENT AND/OR WHEN SEDIMENT IS BEING TRACKED ON ROADWAY, Stafford Con/ultinq Engineers
OF THE CHANNEL 7424 Chapel HIII Rd, Suite 102 3. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, Raleigh, N.C. 27607
WOOD FENCE DETAIL REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO WASHED, OR TRACKED ONTO PUBLIC ROADWAYS, Phonac 919-652-1038
PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL
' F~ WSNFROMROCARRYING SEDIMENT OVERD~ DAM,PADDESTONES~TO CHECK DAM DETAIL (TEMPORARY) PLANT CANOPY, DPoPUNE x 4' HOOD POSTS 0 'ORARY)
s• x 4• waaD wets DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION, NOT TO SCALE ExSTNG PUM
LMF OF CINDPY, DPoPLNE TYPICAL TEMPORARY aRAVEI ENTRANCE/EXIT PAD PROJECT
~i NOT TO SCALE E-22 Elementary School

~
~J ~ CLIENT
J PLAN VIEW OF PROTECTIVE FENCING
AROUND SINGLE TREE- EXPAND AS NECESSARY 3 CLASS B RIP RAP ISEE SECTION THRU BASIN Wake County
- p BELOW) NOTES: t2' ~IN. 1. ALL PLANTS TO BE SAVED SHALL BE Public School System
tI11N lNNINf,7plt ANY t2' PROTECTED BY FENCING AS SHOWN IN
to ~ onol IN THIS DETAIL. 12'
t2' 2" X 4" HORIZ. WOOD RAILS 2. CONTRACTOR SHALL INSTALL FENCING
PRIOR TO BEGINNING ANY CONSTRUCTION ~Q~~ C~
40" OR GRADING ACTIVITY. F 3'-0" (p RIP RAP HEADWALL 2
3, CONTRACTOR SHALL CALL FOR INSPECTION \ i 6 -0 -t AND APPROVAL OF PROTECTIVE FENCING ~ ; , .
O.C, ~ TRBE PROTECTION AABA PRIOR TO BEGINNING ANY CONSTRUCTION ~i/ NCDOT •5 OR •57 WASHED STONE.
MIN ~ 18„ OR GRADING. ~ • • 1'-0" THICK x 2'-0" HIGH MINIMUM lll1111/1lllll/ ~y~t
PERFORATED PLASTIC FENCE DETAIL ~ DO NOT ENTER 4, PROTECTIVE FENCING SHALL BE LOCATED AT OR ~ "'T sroR ACE AREAS ~ M
~ OUTSIDE DRIPLINE OF TREES AND 1' MINIMUM ~ OUTSIDE SHRUBS OR OTHER PLANTS,
y_...~ WARNING SIGN DETAIL g, FENCING SHALL BE INSTALLED PER
NCSU STANDARD NOTES:
PERSPECTNE 1AEW 1. GRAVEL & RIP RAP FILTER BERM BASIN DETAIL DETAIL PROJECT NUMBER;
IS DESIGNED TO PROTECT EXISTING PIPE ~ ? PLANT CANOPY, DRIPLINE INVERTS THAT DRAIN 5 ACRES OR LESS, E a 10031800
6~ STEEL T POST 1.5' FLOOD 2. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS STORAGE ZONE OTHERWISE NOTED. UNLESS PxASE:
~ 8' MAX. (FACTORY PAINTED) RIP RAP HEADWALL, Perm ft Submittal
~ VARIABLE AS DIRECTED BY THE ENGINEER ORANGE, UV RESISTANT, 2' SEDIMENT 1' MIN. HEIGHT FROM HIGH -TENSILE STRENGTH, STORAGE ZONE ROAD SHOULDER DATE:
POLY BARRICADE FABRIC TYPICAL F(O t 3 4-03-2001
J ( ) ~1 EXISTING PLANT - I' NATURAL GROUND DRAWN BY:
MIN. 14 GA, LIMIT OF CANOPY, DRIPLINE ACH
L L L L L L L L L L L L L WIRES y PIPE INVERT CNECKEO BY:
IN. 14 GA. L L L L L'~~~~ L .L L 11~m NE WIRES L L L L L to Nor ttmot L a tl CLASS BRIP-RAP PAK
ORANGE, UV RESISTANT, MAXIMUM SEDIMENT DEPTH
GRADE L L L L LLL L L L HIGH -TENSILE STRENGTH, NC DOT~15 OR X57 SECTION POLY BARRICADE FABRIC (TYPICAL) WASHED S ONE REVISIONS
ARMING SIG no, revlIlan date
MAINTENANCE 1 CD. REVISION 03.16.07
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER ) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA 2 TOC COMMENTS 04,03.07
Tn iTC noir_iniei niurucinuc wuCU Tut: ccMUCUT uec e!`f`I lul II ATFl1 rf1 f1NF- HAI F TNF f1FCIr;N f1FPTH OF 3 DWO 03.28.07
~ X11 1 THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE
CONTAMINATED PART OF THE GRAVEL FACING. 4 TOC COMMENTS 04.09.07
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACED PLAN VIEW OF PROTECTIVE FENCING IMMEDIATELY. MY PROJECT NUMBER 07-SP-022 5 NCDENR 04.11.07 APPROVED
AROUND SINGLE TREE- EXPAND AS NECESSARY TOWN OF CARY
AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND
TYPICAL TREE PROTECTION FENCE COVER. APPS By Date Planning Date DETAILS
(TEMPORARY) ROCK PIPE INLET PROTECTION Engineering Date
NOT TO SCALE NT5
C120

ENERGY IS IPAT R T T PR T CTION D S 0 OU LE O E =CTION SCHEDULE
LENGTH WIDTH DEPTH OUTLE OUTLET / DRAWING
STRUCTURE STRUCTURE TYPE PROVIDED PROVIDED PROVIDED STONE INLf VARIABLE-2' TYPICAL VARIABLE-1' TYPICAL N0. La FEET W FEET d INCHES TYPE TYP ~E INLET WHERE COMMENTS
6 IF SIDEWALK ' ~ ~ ~ 6 IF SIDEWALK TYPE SHOWN
1 FES 16 18 18 CLASS B TYPE B TYPE A C-112
2 FES 22 24 24 CLASS 1 TYPE 1 TYPE A C-114
T.O,C, 20' WATER LINE T.O,C, 20' WATER LINE 3 FES 14 16 18 CLASS B TYPE CHERRY HUFFIr1ANRCHITECTt& B TYPE A C-114
EASEMENT (TYPICAL) EASEMENT (TYPICAL) 4 FES 15 17 18 CLASS B TYPE B TYPE A C-114 135 E. Mortin st., suite tot
POST INDICATOR Raleigh, North Carolina 27801 9fA.821,0885 9191821.0120
FOR CONTINUATION BY VALVE LOCATION www.cherryhu ifm an.com
I PLUMBING CONTRACTOR FOR CONTINUATION BY
I I I PLUMBING CONTRACTOR I WATER METER T.O.C. STANDARD I I
(SEE DETAIL 06000,02) I ATER METER IN VAULT
(SEE DETAIL 06000.02) NOTE: Dewberry ny D9 B, Inc.
- - - - Plot RFXw00De0RnE &01E 900
? z TYPE "K" 1. FOR OUTLET TYPE B , PLACE RIP-RAP FROM TOP OF BANK I ¢ TYPE "K" GTS I a W M TO TOP OF BANK IN RECEIVING CHANNEL. ~ ~ CTS ~ REDUCER MIEIOH, NCPlet2 %101E: 010.N1.0p/ FAX:1100e1.00P9
I W M I I (IF NECESSaa~ y-..
4" D,I, WATER I 4" D,I, WATER _ ~ ~f 4° I l~ 0 ° 0 0 0 SEALS
(MINIMUM) ^y'j,: - ~ OOVO 0 (MINIMUM} O POST INDICATOR ~ 0 O o°~OoQ ~~O a Q CONSTRUCTION SPECIFICATIONS;
~ V ATI N ~ THRUST COLLAR - 00 ( Q I ~ TEE W/BLOCKING ALVE LOC 0 I TEE W/BLOCKING ON LAST JOINT QO QO ~ 1 0 O o 0 O 07 p~ eNBUBeBry
3 4 GV W/C.I. ¢ 4" GV W/C.I. OF PIPE W M O~ O~ I R VALVE BOX I I 3 VALVE BOX I__i I 00 a C 0 1. THE MATTING SHDULD BE A MINIMUM OF 4 FT •0~~ C AR"''i•
v r- - I p r - Q 0 ~ 0 ~I 0 ~ 0 0 ~ ~ WIDE EXTENDING 6 INCHES OVER THE LIP AND ~ Qo oO0 oO0 CHANNEL ~ ~ BURIED 6 INCHES DEEP IN A VERTICAL TRENCH ON ~.•`pp~•~SSIp~, ~y.~
REDUCER FOR CONTINUATION BY QD O I I ~ 0 00O 0 0 bJ PLUMBING CONTRACTOR 3Do Do W (IF NECESSARY) OOQ 0 ODO u0 ° BOTTOM ~ a THE LOWER EDGE. THE UPPER EDGE SHOULD BUTT ~I~ ~ 4~©~' 9~~,S
0 0 ~ ~0 ° ° AGAINST SMOOTHLY CUT SOD AND BE SECURELY
20 FOR CONTINUATION BY FOR CONTINUATION BY OO OO ( C1 r- FIRE SERVICE CONTRACTOR FIRE SERVICE CONTRACTOR QO QO Q 0 T.O.C. WATER I 20' PLAN C 0°0 ~ 0° HELD IN PLACE WITH CLOSELY SPACED HEAVY DUTY ' 0 ° ~O 0 ~ ° ~ 0 ~ ~ WIRE STAPLES AT LEAST 12 INCHES LONG. THE F0~ Ro IEY~?P~PO ~S •~ILY
I ~QO OQo LINE EASEMENT T,O.C. WATER I ~0 QO QC O C 0 0 000 MATTING SHOULD BE AN EROSION-RESISTENT s•~9~• f~a.••~c~r•
(TYPICAL) I ISLAND CURB & I LINE EASEMENT 0 0 0 0 GUTTER (TYPICAL) I a (TYPICAL) PLAN ~ MATERIAL, SUCH AS FIBERGLASS MATTING TO '••yF(q ~\5
ISLAND CURB dt rl 0 0 GUTTER (TYPICAL} PREVENT EROSION AND ALLOW VEGETATION TO Mehae1Bena•
BECOME ESTABLISHED.
La 2. ENSURE THAT THE SPREADER LIP IS LEVEL FOR
TYPE A -SINGLE SERVICE _ La TYPE B DOUBLE SERVICE UNIFORM SPREADING OF STORM RUNOFF,
N T : SYSTEM TO BE MAINTAINED BY THE ~ IVQTE: SYSTEM TO BE MAINTAINED BY THE OWNER PAST THE EASEMENT LINE, OWNER PAST THE EASEMENT LINE, I
U" v WUV v vU 0. Q00 ~ d 0 0 UNDISTURBEDTSOHL (OT pNPREAj ER ON ~o °°~o~o ~0~
D)rTAIT, No. Q° 0 0 0 0 0 0 d 4, CONSTRUCT A 20-FT TRANSITION SECTION FROM
SECTION STANDARD COMBINED FIRE & DOMESTIC WATER SERVICE 06000.05 THE DIVERSION CHANNEL TO BLEND SMOOTHLY TO
~ T ~ ~ FILTER LAYER-FILTER FABRIC OR SECTION E>I~c~: a~ro>.roa EE THE WIDTH AND DEPTH OF THE SPREADER.
6" ~5 WASHED STONE 5, DISPERSE RUNOFF FROM THE SPREADER ACROSS
FILTER LAYER -FILTER FABRIC OR A PROPERLY STABILIZED SLOPE NOT TO EXCEED
6" ~5 WASHED STONE 10~. MAKE SURE THE SLOPE IS SUFFICIENTLY
SMOOTH TO KEEP FLOW FROM CONCENTRATING.
TYPE A -PIPE OUTLET TO FLAT AREA TYPE B -PIPE - PIPE OUTLET TO DEFINED CHANNEL s. IMMEDIATELY AFTER ITS CONSTRUCTION,
WITH NO DEFINED CHANNEL APPROPRIATELY SEED AND MULCH THE ENTIRE
DISTURBED AREA OF THE SPREADER.
SEDIMENT TRAP CONSTRUCTION SCH DU E LE
RIPRAP OUTLET PROTECTION
VOLUME VOLUME DISCHARGE LOCATION OF LOCATION OF LOCATION OF
TRAP REQUIRED PROVIDED LENGTH WIDTH DEPTH, WEIR, FIRST BAFFLE * SECOND BAFFLE * THIRD BAFFLE * 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED l ~ y y y ~ J TO GRADE CONSULTANTS REQUIRED LINES AND GRADES SHOWN IN VEGETADE y y SEALS
N0, CF CF FT ~ FT THE PLAN. COMPACT. ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE Sl FT FT FT Fr OF THE SURROUNDING UNDISTURBED DIVERSION y y yu, LANDSCAPE
MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL SHALL BE FILLED BY INI -1LLED BY INCREASING THE RIPRAP y ~ ~ `pu„~ AlcNeeiy Ae:ociatee
q 3240 3424 52 26 4 4 17 29 41 THICKNESS. ~ ~ ~ y ~ / ~y ~ ~ '6u. SS01 McNeely Drlve
g 1944 2024 42 21 4 4 13 23 32 2. THE RIPRAP AND GRAVEL FILTER SHALL CONFORM TO THE SPECIFIED GRADING LIMITS ~ y y ~ ~ ~ `p,i, Roleigh, NC 27612 919.782.96fl7
DING LIMITS SHOWN ON THE PLANS, y ~ ~ ~ ~ tl~ ~ ~
~ STABLE ~ ~ ~ L--f l ~ b"' ~ STRUCTURAL ROPERLY PROTECTED FROM PUNCHING OR UNDISTURBE b"' yu,~' ~ b"' ~ loeater, Napkins, Chonq
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PF TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLAC AP AND PLACING ANOTHER PIECE OF D--~ L ~ tl~ 1015 Wode Avenue
FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP A I OVERLAP A MINIMUM OF 1 FOOT, IF THE OUTLET, ~ ~ ~ ~ 11 ~ ~ 919.832.55877605
* BAFFLES SHALL BE INSTALLED AT DISTANCES INDICATED IN TABLE MEASURED FROM THE ENTRANCE OF THE SEDIMENT TRAP DAMAGE IS ExTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. , ~ 't~v ~ STABILIZED
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FIL AGING THE FILTER, b,,, ~ ~ ~ ~ b,,, b,,, SLOPE PLUMB NECK, ELEC t CIVIL `yy , ~ 'ow , `pu, `pu, Dewberry k Dovb
5. -THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE AS SPECIFIED IN THE SCHEDULE, F SCHEDULE, ~ ~ ~ ~ 2301gReNC 27807iV3386 Rolel h 919.881.9989
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGI HARD, ANGULAR, HIGHLY WEATHER- PLAN VIEW
RESISTANT AND WELL GRADED. ROOFING CONSULTANT
Stafford Conwltinq Englneen
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END, MAKE TF ID. MAKE THE TOP OF THE RIPRAP AT THE 7424 Chapel H111 Rd. Suite 1oz
DOWNSTREAM. END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. Ralelgh, N.C. 27607
VARIABLE Phone; 919-652-1038 MATERIAL
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PI REAM AND PREFERABLY STRAIGHT STAPLED IN
THROUGHOUT ITS LENGTH, IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN PLACE IT IN THE UPPER SECTION OF PLACE
THE APRON, 1/111,11 ~IG PROJECT
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATIO H VEGETATION. ,tc , ~~~,11~111~ ,~1~~Gj,1~.111%11 r; - 6 MIN 11~~1~~~~~1
i1 `j~111`~~~~I~~Ir~~~~1=;1' ; 11 - ,1~1~~~ IZrI~-~ ~ 1~% ~1~=` E-22 Elementary School
MAINTENANCE ,ill--, 11- 1111' ~~-Ilr~ 11~-1 ~j,11G,1,1~1~ ~ I~~Ir LEVEL LIP OF ,~I~1 jl ~~~1~'11~-i11~rT ,~~~1111 1 1,11%Ir~~1~~111~ .
SPREADER ,,~11 i1, ~1r11111`! , ~1~r ~11~ 1 ~111`11~j~1r~~lr'''~
INSPECT RIPRAP OUTLET STRUCTURES ONCE PER WEEK AND AFTER EACH RAINFALL EVENT (1/2 INCH OR GREATER) TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TA JFALL EVENT ~~r~~i~L tlll~ ,T ~~a ,11~ IG X11' L ~ tt ~t %111 ~ 111%111~1~1~r, RAP HAS TAKEN X11-~~1
- PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO i REPAIRS TO .BURIED 6u MIN ,11~r~j~j 1~N~ ~~~1~%1,~II~k CuENT
PREVENT FURTHER DAMAGE.
MAINTENANCE: Wake County
INSPECT LEVEL SPREADERS AFTER EVERY RAINFALL UNTIL Public School System
'ROTECTION VEGETATION IS ESTABLISHED, AND PROMPTLY MAKE NEEDED REPAIRS. AFTER THE AREA HAS BEEN
NOT TO SCALE STABILIZED, MAKE PERIODIC INSPECTIONS AND KEEP
VEGETATION IN A HEALTHY, VIGOROUS CONDITION. ~Q~~ CS
CROSS SECTION Q~
~A
ENTRANCE END ~ ~y~
ROADWAY PHASE EROSION & SEDIMENT CONSTRUC110N SEQUENCE: (IFD~T~H OCEFP,H (I~T~H LENTGTH M ~ ~
1. IMPLEMENT THE REQUIREMENTS OF THE STATE APPROVED EROSION CONTROL PLAN, NOTIFY THE STATE LAND STATE LAND QUALITY SECTION, AT
919-791-4200 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. 10 0.5 3 10
2, NO DEMOLITION, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES MAY BEGIN ON THE ROADWAY SITE UNTIL SITE UNTIL ALL APPLICABLE
EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED IN LOCATIONS AS SHOWN ON THE CONTR PROJECT NUMBER; THE CONTRACT DRAWINGS. IF
CLEARING IS REQUIRED FOR INSTALLATION OF A GIVEN MEASURE, ALL OTHER MEASURES SHALL BE INSTALLED .INSTALLED FIRST, THE NECESSARY 10031600
LAND DISTURBANCE ACTIVITIES REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE MAY THEN PROCEED. 3. INSTALL GRAVEL CONSTRUCTION ENTRANCE PAD. 'ROCEED. TEMPORARY LEVEL SPREADER DETAIL PHASE;
4. INSTALL SILT FENCING AS SHOWN ON THE DRAWINGS, NTS Permit Submiltol
5, INSTALL TEMPORARY SEDIMENT TRAPS AND TEMPORARY DIVERSION CHANNELS. TEMPORARY DIVERSION CHANN ISION CHANNELS SHALL BE LINED °A~`
WITH CHECK DAMS AS SHOWN ON THE DRAWINGS. 4- 03- 2007
6, INSTALL TEMPORARY LEVEL SPREADERS IN LOCATIONS SHOWN ON THE DRAWINGS. DRANN BY;
7, CLEAR AND GRUB THE SITE WITHIN LIMITS OF CONSTRUCTION, ACH
8. GRADE ROADWAY TO ELEVATIONS SHOWN ON THE DRAWINGS, 9, INSTALL STORMWATER CULVERTS AND STORMWATER PIPING SYSTEMS CONCURRENT WITH SITE GRADING OPERAI )LNG OPERATIONS. INSTALL INLET & CHECKED BY.
OUTLET PROTECTION AROUND NEW CULVERTS AND STORMWATER PIPING SYSTEMS. PAK
10. CONSTRUCT PERMANENT BASINS.
11. PROVIDE TEMPORARY SEEDING AFTER CLEARING AND GRUBBING IF THE AREA IS TO REMAIN UNDISTURBED FOR TURBED FOR MORE THAN 15 DAYS. REVISIONS
PROVIDE PERMANENT SEEDING WITHIN 15 DAYS OF ESTABLISHING FINAL GRADES, PERMANENT SEEDING SHALL :DING SHALL BEANO MOW MIX PER no. revision dote
SPECIFICATION 2900.
12. THE CONTRACTOR SHALL POST THE SEDIMENTATION "CERTIFICATE OF APPROVAL" AT THE CONSTRUCTION ENTR COPIES OF PROJECT EROSION AND STORM WATER PERMITS AT THE ON-SITE OFFICE. ANY CHANGES IN THE P JCTION ENTRANCE AND MAINTAIN CARYPROIECTNUMBER07-SP-022 1 co;REVisioN 03.16.07 ~~~p 2 TOC COMMENTS 04.03.07 ES IN THE PROJECT DESIGN, _ _ _ _
DRAINAGE PATTERNS OR THAT RESULT IN ADDITIONAL LAND DISTURBANCE WILL ADDRESS FOR PERMIT MODIFIC ZMIT MODIFICATION. TOWN OFCARY 3 Ow4 0.3.28.07
13. THE CONTRACTOR SHALL CONDUCT PROJECT NPDES INSPECTIONS OF EROSION CONTROL MEASURES AND STORI 3 AND STORM WATER OUTLETS 4 TOC COMMENTS 04.09.07
WEEKLY AND AFTER EVERY RAIN EVENT OR GREATER. ALL CONTROL DEVICES WILL BE MAINTAINED AS SPEi VED AS SPECIFIED IN THE NCDENR Approved By Date 5 NCOENR 04.11,07
EROSION & SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. A RAIN GAUGE WILL BE INSTALLED AT THE ED AT THE PROJECT SITE TO Planning Date
FACILITATE RAINFALL MONITORING. THE CONTRACTOR SHALL MAINTAIN THESE RECORDS AT THE ONSET OFFICE REGULATORY AGENCIES. NPDES INSPECTIONS ARE REQUIRED UNTIL PROJECT STABILIZATION IS EVIDENT BY 95 NSET OFFICE FOR AUDIT BY Engineering Date DENT BY 95% VEGETATIVE GROWTH
FOR AREAS PROVIDED SEEDING, AT SUCH TIME THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION C( EROSION CONTROL DEVICES WITHIN
LIMITS OF ROADWAY CONSTRUCTION. DETAILS
- -
C121

' MI
GATE VALVE WHEEL 36" ~ PROTECT WEIR WITH COMPOSITE CORRUGATED ALUMINUM REINFORCEMENT TURF MATTING 286 FOR OPERATIONAL USE WEIR EMERGENCY WEIR 285.1 O ~ OF TRAVEL LANE
TRASH RACK W/ 12" MIN,
ANTI-VORTEX DEVICE & A ~g TOP GRATE OF ALUMINUM P~`` 0
TOP OF RISER=284.5 BAR ~ 6" O.C. E W i0 B ® EDGE OF PAVEMENT
12 / 12.0' TYP. TAPER EXISTING GROUND LINE
- BOTTOM: 280 BOTTOM: 280.0 ~ -
12" SOLID WHITE SECTI ON B B CHERRY H U F F M A N R C H I T E C T1&
O THERMOPLASTIC "SHARK'S TOOTH°
20'x5'x18" 24"~ CORRUGATED ALUMINUM 6° STONE APRON 135 E. Martin St„ Sulte 101 VAR. VAR. 12" RolNgh, Norlh Corollno 27801
PIPE (CAP) RISER ~ LANE LANE 91a.a21,oeos 919Fa21,0720
VARIABLE SPEED HUMP www.cher?yhulfman.com
(HORIZONTAL)
1~
" 1 I H MP IT 4 DIAMETER CORRUGATED LINE WE R WIT CO OS E DIRECTION Dewberry OF TRAVEL
ALUMINUM PIPE REINFORCEMENT TURF MATTING Dewberry 8 Deis, Inc.
2" ORIFICE HOLE INV.=283.0 WEIR INVERT = 285.1 TOP OF DAM= 286 DAM= 286 ~e~
4 3" MAX. HEIGHT RA~aKNC>anz PIgtE: wean oe~e FA1C e1eeEl.eiL9
„ 1 NEW BASIN SIDE ~ 6 SCHEDULE 40
STEEL PIPE, 1-FOOT TACK WELD SLOPES SEALS
MINIMUM WITH
FLANGE V DITCH AND BURY IN .280,0 - M 50~ W IR L N TH COMPOSITE REINFORCEMENT :NT 12.G' pNeaeees~
1 0 E BED E E G TURF MATTING EDGE SECTION A-A ~ ~ R~ ~~ti
6" GATE VALVE MIN. 12" OF MATTING) 15 CMP (
® 0,5~ POND BOT 280.0
STANDARD PAVEMENT UNDULATION DETAII. No. ~ ~ ~ ~S
\ \ , '~4• ~ \ I II * „ 2 -D ;'i f~ 03000.18 EFFECTIVE:olrolroa (PARABOLIC SPEED HUMP) F0~ ,o EVB S ~ILY SHEET 1 OF J
•
CL OF ROAD ~9~~!~f~'~:«~«~''S~~~rr
„ NOT TO SCALE 3 CLEAR 1'-0" TYP. ~ae;eK~~
00, CE OF TRAVEL LANE
4'-0" x 4'-0" CONCRETE (5) #5 REBAR EACH #5 HOOP REBAR
ANTI-FLOATATION BLOCK WAY AT BOTTOM OF (4'-0" DIA) 8.0' TYP.
EMBED CAP RISER 12" CONCRETE BLOCK 10.0'' T1P. ® 12" MIN,
(TYP, }
(3,000 PSI STRENGTH TAPER ~ ED(;E OF PAVEMENT 6.0' T1P. ® 12" SOLID WHITE EXISTNG N
CONCRETE) THERMOPLASTIC
"SHARK'S TOOTH" VAR. VAR. 14" SECTION B-B
LINE LANE
VARIi BLE SPEED HUhI,~
NOT TO SCALE (HORIZONTAL)
DIRECnoN
OF TRAVEL
„ 'MIN
GATE VALVE WHEEL 36 ~ PROTECT WEIR WITH RIP RAP FOR OPERATIONAL USE CORRUGATED ALUMINUM 301 0 1.5 3 ~---(HEIGHTS IN INCHES) - 3 1.5 0
TRASH RACK W/ WEIR EMERGENCY WEIR 300.0
ANTI-VORTEX DEVICE & A g
TOP GRATE OF ALUMINUM FILTER FABRIC TOP OF RISER=300.0 " E W ~P
12" BAR ®6 O.C. / 3.0' TYP. 3.0' TYP.
BOTTOM: 29E BOTTOM: 298.0 CONSULTANTS
s.o'---? 10.0' 6.0' SEALS
22.0' LANDSCAPE
24"0 CORRUGATED ALUMINUM SECTION A-A McNeely Associates
PIPE (CAP) RISER ~ 5501 McNeely Drive Ralelgh, NC 27812
STANDARD PAVEMENT UNDULATION DETAII,No. 919.782.96(!7
(FLAT TOP SPEED HUMP) 03000.18
SURROUND RISER CIRCUMFERENCE WITH ~ EFFECTIVE; 01/01/04 SHEET 2 OF 3 STRUCTURAL
1 IR WITH RIP N0. 57 STONE, TACK WELD LINE WE RAP CL OF ROAD Lasater, Hopkins, Chong 1015 Wode Avenue
HEIGHT = 1'-0" EXPANSION JOINT Ralelgh, NC 27605
WIDTH = 1'-0" 2-2" ORIFICES WEIR INVERT = 300.0 TOP OF DAM= 301,0 VARIABLE 919,832.55137 DAM= 301,0 SLOPE NOT TO EXCEED 12 TO 1 PROPOSED OR EXISTING SIDEWALK
INVERT = 298.0 4 STD 2.5' CURB AND GUTTER ® PLUMB MECN, ELEC !t CIVIL
" NEW BASIN SIDE 1 6 SCHEDULE 40 DEPRESSED CURB 1 6.0' TYP. B Dewberry 8 Davie
STEEL PIPE, 1-FOOT SLOPES 2301 Rsxwoods Drtve
MINIMUM WITH 4"J 10 O' TYP Ralelgh, NC 27807-3388 919.aa1.99a9
FLANGE INV, 287.0 FILTER FABRIC 0' 1'-0" EMBED 2 WEIR LENGTH WHEELCWAIR RAMP 6.0' TYP.
DITCH AND BURY SECTION B-B ® 24" SOLID WHITE ROOFp10 CONSULTANT
" VA FILTER FABRIC EDGE 6 GATE LVE 15" CMP (MIN, 12" OF MATTING) THERMOPLASTIC Stafford Consultin En sneers
POND BOT 298.0 FLOWS TO NG~ VAR, VAR. CROSSWALK LINE 7424 Chapel Hill Rd. Suits 102 LANE LANE 24" GAP Ralelgh, N.C. 27607
SEDIMENT RAISED CROSSWALK VAR, Phone; 919-852-1038
~ \ CHAMBER (HORIZONTAL) FACE-FACE
~ OF SAND FILTER
DIRECTION of TRAVEL PROJECT
„ NOT TO SCALE
3 CLEAR 1'-0" TYP.
4'-0" x 4'-0" CONCRETE (5) #5 REBAR EACH #5 HOOP REBAR 0 1.5 3 ~--(HEIGHTS IN INCHES) - 3 ,.5 0 E-22 Elementary School
ANTI-FLOATATION BLOCK WAY AT BOTTOM OF (4'-O" DIA)
EMBED CAP RISER 12" CONCRETE BLOCK
(TYP,)
3,000 PSI STRENGTH ( 3.0' TYP. 3.0' TYP. CLIENT
CONCRETE) 6.0' 10.0' = 6.0'
z2 o' Wake County
SECTION A-A Public School System
NOT TO SCALE STANDARD PAVEMENT UNDULATION DETAII"No.
(RAISED PEDESTRIAN CROSSWALK) 03000.18 Q~~U Cep
EFFECTIVE: 07ro1ro4 SHEET 3 OF 3 2~,~
STANDARD M.H. RING AND
STANDARD M, H. RING AND COVER COVER LABELED APPROPRIATELY LABELED APPROPRIATELY r _ _ (SEE DETAIL 07000.03) W
(SEE DETAIL 07000A3) COMBINATION
FINISHED GRADE AIR VALVE ROADWAY FINISHED GRADE ~b 0y~~ M*~
STD. CURB & GUTTER
'~;aAt~ .,,4,
J - BASE COURSE ECCENTRIC CONE SECTION PROJECT NUYBER:
ECCENTRIC CONE COMBINATION AIR VALVE SIZED COLLAR BRASS PIPE 10031800
SECTION FOR THE PROPOSED USE COMBINATION AIR VALVE SIZED ~ ~ FOR THE PROPOSED USE ~ PHASE:
BRASS VALVE z
~ c~= ~ BRASS PIPE c Permit Submittal
~ CORPORATION ~ r 4" ~ ~ z a STOP 2" TYPE K FLUSH LINE GATE:
~ COPPER LINE 2 GATE VALVE 4-03-2007
iv COLLAR ~ 4' IA PR A T 4" 4B" a ~ 90' BRASS FITTING W » D EC S ~ w D,I,P. TEE MANHOLE SECTION DRAWN BYt
a J ACH
° COLLAR ~ ~ `0 PIPE CAP Z Z '~~r MAIN f'°`~1 CORPORATION STOP MUELLER CHECKED BY.
THREADED 2' GATE ~ O ~ H-9968, FORD F400 OR F500 ~ g" ROD D.I.P. MAIN ° PAK
VALVE F ~ OR WATER DISTRIBUTION d ~ ~ 8„ TYP ~ ~ PIPING ETAIL SERVICE SADDLES. ( )
U ~ REVISIONS
w NOTES: 12" MINIMUM d TYPICAL CONCRETE FOOTING no. revlelon date
1, TAP SIZE AND ISOLATION VALVE TO BE SAME SIZE AS (3000 P.S.I. CONCRETE) I CD. REVISION 03.16.07
g" ° ~ AIR VALVE. 12"-No. 57 STONE 4 MINIMUM 2 TOC COMMENTS 04.03.07
~,rr,.,,,,. r,~ NOTES; 3 Dwo (13.28.07
12" Z. ALL YI1'INU ANU 1-II IINV~ IN 1111 MAIVI1ULt, JIIALL CSt BRASS OR BRONZE UNLESS NOTED, 1. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE BRASS. 4 TOC COMMENTS 04,08.07
MINIMUM PIPING DETAIL FOR 3. MANHOLE STEPS SHALL BE PLACED 16" O.C. AS SHOWN 2. CORPORATION STOP SHALL BE LOCATED IN THE TOP OF MAIN. 5 NCDENR 04.11,07
PIPING IN THIS AREA. BY DETAIL 07000.02 3. MANHOLE STEPS SHALL BE PLACED 16" O.C. WHEN DEPTH OF MANHOLE EXCEEDS 5 FEET. CARY PROJECT NUMBER 07-SP-022
12"-No. 57 4. CONCENTRIC CONES MAY BE USED FOR AIR VALVE APPROVED
STONE MANHOLES LESS THAN 5' IN DEPTH. 4. SEE DETAIL 07000.02 FOR MANHOLE STEP SPECIFICATIONS. TOWN OF CARY
5. MANHOLE INTERIOR SHALL BE EPOXY COATED FOR 5. MANHOLE INTERIOR SHALL BE EPOXY COATED. Approved By Date D ETAI LS
SEWER MANHOLES. Planning Date
No TAIL No. Engineering Date
C122
( No. STANDARD COMBINATION AIR VALVE MANHOLE DETAIL STANDARD COMBINATION AIR VALVE MANHOLE OFFSET FROM MAIN DETAIL No. FOR WATER, RECLAIMED WATER, OR SEWER MAINS) 06000.15 (FOR WATER, RECLAIMED WATER, OR SEWER MAINS) 06000.15 EFFECTNE: 09 SHEET I OF 2 000.15 XI-2 OF 2

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NTI THEY ARE READY TO BE I 9. PLANTS SHALL NOT BE REMOVED FROM CONTAINERS U L I ~ I
INSERTED INTO THE PLANTING HOLE. ROOTS SHOULD BE INSPECTED TO ENSURE THAT ~ FdREBA SX ~ ~ I THEY ARE NOT POT BOUND. POT BOUND OR CRAMPED ROOTS SHOULD BE CAREFULLY ~ ~ ~ I ~ I ~ ~ I ~ ~ ~ ~ ~ ~ .
THIS SHEET OUTLINES THE PROCEDURE TO PLANT AND DEVELOP THE SEPARATED AND SPREAD WHEN PLACING THE PLANT TO FACILITATE ROOT GROWTH \ I ~ I `i ~ I ~ I ~ ~ ~ ~ ~ ~ ~ ,
T AND PLANTING AREAS, THESE AREAS ARE IDENTIFIED AS THE WE L WITHOUT FURTHER CONSTRICTION OF THE ROOT BALL. W DY PLANTINGS ON THE GRADING PLAN. HERBACEOUS AND 00 / ~
i ~ ~ , I
' PANTING HOLES SHALL BE BACKFILLED WITH TOPSOIL FOR PLANTING PLANTS ~ , 10. L ~ I FURNISHED BY THE CONTRACTOR, ~ I W ~ ~ ~ CHERRY HUFFMANRCHITECT~ 1
TOPSOIL SHALL HAVE A PH RANGE OF 6.0 TO 7,0 PRIOR TO MIXING WITH ORGANIC ~ I 1 I . ~ \ ' ~ ~'j~ ~ ~ ~ ~ \ 135 E. Mertln St., Suite 101
1. TEMPORARY SEEDING WITHIN THE SPEGFIED RANGE THE PH SHALL BE \ ` F PH IS NOT MATTER. I THE ~ •t• ' PP Y F TOPSOIL ZONE B \ ~ ~ \ ~ ~ \ Raeigh, Norlh Carolina 27601
N ED MIX SHALL CONSIST OF A MINIMUM OF 15 SPECIES FROM CORRECTED AT THE CONTRACTOR S EXPENSE OR AN ALTERNATIVE SU L 0 • • • • • . THE STABILIZATIO SE T ~ 919.821.0805 919x821.0720
N SHALL BE PLACED IN TO 1.0 FT BELOW THE PERMANENT POOL, SHALL BE SELECTED. TOPSOIL SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER TABLE 1, THE SEEDI G " I INUNDATED TEMPORARY AT THE SOURCE OF SUPPLY ANO IMMEDIATELY PRIOR TO USE IN PLANTING AND SHALL , ' Y ` ~ ~ ~ ~ \ www.cherryhutfinen.com ~
UNLESS THE AREA IS INUNDATED. IF THE WETLAND BENCH S ~ BE MIXED WITH ORGANIC MATTER AS SPECIFIED. I NOT RE IRED AND PLANTING MAY COMMENCE AS DETAILED ON THIS \ • SEEDING S QU • ~ ~ ` \ _
SHEET, )
NT SEEDING TABLE 4 SHALL BE APPLIED IN ZONE A AFTER PLUGS , I 11, PERMANE ( ) ~ 1 N••,•: ~ ANY gVEN SPECIES FROM THE LIST SHALL MAKE UP NO GREATER THAN 15 PERCENT AND POTTED PLANTS ARE PLANTED, ' ~ Dewberry
% ~ ' OQ.r: ~ A ~ THE ENTIRE MIX. NO SPECIES OTHER THAN THOSE IN TABLE 1 WILL BE „ „ „ „ „ ZONE A / ~ 4 ~ • , Dewberry fl Devls, Inc. I ~ . axnNExwooosomE
ACCEPTED WITHOUT THE APPROVAL OF THE ENGINEER. 12, CONTRACTOR SHALL PROVIDE A MINIMUM OF 6 OF TOPSOIL IN ZONES A AND B . ' .'1•... eum ab I i V ~ r w~as~i.aer
IF SEEDING TAKES PLACE DURING THE PERIOD OF AUGUST 16TH MAY 16TH \ ~ 1'. a . ~ \ ~f1
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WITH THE STABILIZATION SEED MIX AS SPECIFIED 4. CONTRACTOR INSPECTION j ALL BASIN AREAS WILL BE SEEDED ~;i I ` ~ ~ i ~ SEALS
IN TABLE 1 AT A RATE 4F 15 POUNDS ACRE, AND MIXED WITH OATS (AVENA ' F / S A T BE APPLIED AT A RATE OF 22 POUNDS PER ACRE, FOR A TOTAL NTRACTOR SHALL INSPECT AND VERIFY THE DISTRIBUTION AND PLANTING / • • • ' SATIV) 0 1, THE CO , ~ . ` . .1 • 1 i w
APPLICATION OF 37 POUNDS PER ACRE, TO ENSURE PLANTS ARE OF ACCEPTABLE QUALITY AND THAT THE PLANTING .:.~.:.'.'S'.'. jeNUOaapy
SPECFCATIONS HAVE BEEN MET TO THE FULLEST EXTENT POSSIBLE /
IF SEEDING TAKES PLACE DURING THE PERIOD OF MAY 17TH -AUGUST 15TH AND REPORT THE WRITTEN RESULT'S TO THE OWNER, • ~ , p •oEESSIp~,~1,
I ZATION SEED MIX 15 POUNDS PER PTEMBER THE CONTRACTOR SHALL CONDUCT A SITE ••••••••~4•• 1 ALL BASIN AREAS WILL BE SEEDED VNTH STAB LI ( 2, IN AUGUST OR SE COMPOSITE REINF R EMENT ~ • • I i ~ N~. _ ' - FIB D~4~It~GS
ACRE AS SPECIFED IN TABLE 1, AND MIXED 1MTH GIANT FOXTAIL (SETARIA INSPECTION TO EVALUATE ESTABLISHMENT AND SURVIVAL RATES OF PLANTED MATERIAL , ~ • ~ ) TURF MATTING \ ~ I i •
MAGNA) TO BE APPLIED AT A RATE OF 15 POUNDS PER ACRE FOR A TOTAL TO DOCUMENT REPLACEMENT NEEDS FOR INDIVIDUAL SPECIES. APPLICATION OF 30 POUNDS PER ACRE. ANY OTHER SPECIES OF SETARIA WILL \ 1 i . i,~ f F0~ R IEY~POSE8 ~ILY
NOT BE ACCEPTED WITHOUT APPROVAL OF THE ENGINEER. 3, THE CONTRACTOR IS RESPONSIBLE FOR REPLACING NON-SURVIVING PLANTS DURING \
THE CARE AND REPLACEMENT PERIOD (24 MONTHS, UNLESS OTHERWISE SPECIFIED IN k 1 ,
CONTRACT DOCUMENTS OR UNi1L FINAL ACCEPTANCE, WHICHEVER IS THE SHORTEST. ` ~ ~ ~ I ~ ~ eennN
AN SEEDING ~ Z. P E R M A N E N T ~U P L D 4 ANNUAL SURVIVAL RATES OF THE PLANTED STOCK SHALL BE ESTABLISHED MATH ~ ~ ~ 1
REPLACEMENT OF ANY PLANTS THAT DIE IN EXCESS OF 1516 OF THE ORIGINAL KEY STO ` TNALL AFTER TABLE 2 PLANTING IS COMPLETED, PERMANENT SEEDING (TABLE 4) R F PLANT STOCK. , ~
BE APPLIED IN DISTURBED UPLANDS IF EROSION CONTROL COVER IS NOT NUMBE 0 SHALL
R . THE PERMANENT SEED MIX FOR UPLAND AREAS SHALL \ + ROBUST (70~ COVE) 5. IF NATURALLY RECOLONIZED NATIVE SPECES OF EQUIVALENT WETLAND INDICATOR CONSIST OF A MINIMUM OF 6 SPECIES FROM TABLE 4 AT A RATE OF 15 LBS/ACRE. STATUS EQUAL OR EXCEED 80X SURVIVAL, REPLACEMENT STOCK VNLL
MAKE UP NO GREATER THAN 15 PERCENT ANY GIVEN SPECIES FROM THE UST SHALL NOT BE REQUIRED, \ \ ~ / . \ \ \ ~ I
MIX, NO SPECIES OTHER THAN THOSE IN TABLE 4 WILL BE OTE; PERMANENT POOL ELEVATION = 283.0 FT OF THE ENTIRE W \ ' ~
H UT THE APPROVAL OF THE ENgNEER. ACCEPTED WIT 0 6. THE CARE AND REPLACEMENT PERIOD WILL BEGIN ON THE DATE THAT AN
INSPECTION BY THE OWNER CONFIRMS THAT THE PLANTS HAVE BEEN B INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. BASIN A
3. PLANTING
BEFORE PLANTING COMMENCES, THE WATER LEVEL IN THE BASINS SHOULD BE LOW, AT NO 1 "=40'
MORE THAN AN INCH OF INUNDATION. IF NOT, SPECIFlCATION ;~6 BELOW WILL APPLY,
4. MANAGEMENT AND MONITORING
_ MATERIAL TECHNIQUES FOR MANAGING VEGETATION OF THE ZONES MAY INCLUDE ONE OR MORE
1. PLANT MATERIAL MAY NOT BE SUBSTITUTED WITHOUT WRITTEN APPROVAL FROM OF THE FOLLOWING;
THE ENgNEER,
1. SPECES COMPETITION WILL AFFECT THE DISTRIBUTION OF SPECES AND GROWTH PATTERNS WILL VARY 2 IF GRADES DIFFER FROM THOSE DEPICTED ON THE PLANS, THE CONTRACTOR ACCORDING TO THE PHYSICAL SETTING OF THE AREA. MANAq=MENT OF PLANT COMMUNITY
SHALL NOTIFY THE ENgNEER PRIOR TO PLANTING. SUCCESSION SHOULD BE BASED ON THE EVOI.VEO HYDROGEOMORPHOLOGY AND THE DESIGN DETAIL,
2, SURVIVABILITY OF THE PLANTING WILL BE INCREASED IF EACH INDIVIDUAL PLANTING IS IRRIGATED DURING ANY OF THE FRST TWO TABLE: NON-NATIVE, INVASIVE AND PROBLEM SPECIES
3, THE SUPPLIER(S) OF ALL SEEDS ANO VEGETATION SHALL CERTIFY THAT THE SOURCE OF THE SEEDS AND VEGETATION FROM WHERE THEY ORIGINATED IS FROM GROWING SEASONS IF THE DESIGNED HYDROLOGY IS NOT MET. All mitigation creation area temporary and permanent seed mixes shall be devoid of any coNSULTANrs
USDA HARDINESS ZONE 7b, VNTHIN THE SOUTHEASTERN U,S., EXCLUDING FLORIDA, 3, SHOULD WILDLIFE NUISANCES RESULT IN PLANT DAMAGE, VEGETATION REPLACEMENT SHOULD BE USED IF THE WILDLIFE DAMAGE non-native, invasive, or problem species but not limited to the following:
SEALS
4, SELECTED PLANTS SHALL BE CONSERVATION GRADE, FIRST CLASS IS DEEMED EXCESSIVE. REPRESENTATIVES OF THEIR NORMAL SPECES, NURSERY gZOWN ACCORDING TO
GOOD HORTICULTURE PRACTICES AND GROWN IN A CLIMATE SIMILAR TO THE 4. POST CARE -AND -REPLACEMENT PERIOD MONITORING SHALL BE CONDUCTED ACCORDING TO LOCAL PERMIT CONDITIONS. N~ COON N~ LANDSCAPE McNeely Aaaoclatee 5501 McNeely Orlve
PROJECT AREA. PLANTS SHALL BE VIGOROUS, HEALTHY AND FREE OF DISEASE, INSECTIVOROUS PESTS, DECAY, INJURIES ANO ALL FORMS OF OBJEC110NABLE ycer/a grondis ee ea owgrass Rolelgh, NC 27812
DISFIGUREMENTS. TRUNKS ANO BRANCHES SHALL BE FREE OF CUTS AND Leersio oryzoides Rice Cut Grass 919,782.98f77
ABRASIONS, PLANTS SHALL CONFORM TO ALL ASPECTS OF THE CURRENT EDITION 6l ceria canadensis Canada Manna rass areucTURA~
OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI 260.1) FOR CONSERVATION gZADE PLANT MATERIAL, EXCEPT WHERE NOTED. TABLE 2. PLANTING S C H E D U L E star novae-anglio ew g an er LoaoUr, Hopklna, Chonq
utham~a gromni o%a ras~ea I enro 1015 Wade Avenue
5, ALL PLANT MATERIAL IN CONTAINERS SHALL HAVE FIBROUS ROOTS THAT ARE lypho /at/f0l%a Brood-Leaved Ottall Raltlgh, NC 27805 919.832.b587
FORMED THROUGHOUT THE POTTING MEDIUM SO THE SHAPE WILL REMAIN ANO THE MEDIUM WILL HOLD TOGETHER WHEN PLANTED (REFER TO AMERICAN STANDARD T ha an ustifolia Narrow-Leaved Cattail
FOR NURSERY STOCK). S1YM POND SHELF Herbaceous Plants. Phrogmites austrolis PLUNe MECN, ELEC k CIVIL
Ph mites communis Giant Reed Grass Dewberry rk Dovla
6• THE FINAL LOCATION AND ORIENTATION OF ALL PLANT MATERIAL, AS WELL AS * INDICATOR T T THE APPROVAL OF SCIENTIFIC NAME COMMON NAME MIN. STOCK PLANT CENTERS ZONE DISTRIBUTION THE LOCATION OF ALL PLANTING ZONES, WILL BE SUBJEC 0 STATUS L Krum sal%carla Pur le Loosestrife 2301 Raxwooda Orlve
THE ENgNEER, THE CONTRACTOR MAY BE RESPONSIBLE FOR REPLANTING AND Fesluco nrbra Red Fescue Raleigh, NC 27607-3366
A INSTALLED WITHOUT APPROVAL OF THE Alisma subcordatum Water Plantain plug 2' OBL A & B random within zone RESEEDING ANY PLANT MATERI L Other Festuco species ste.e51,9asa
ENgNEER. Vernonia noveboracenstis New York Ironweed plug 2' FAC+ A only random within zone C%rs%um orvense Canadian thistle ROCFBIO CONSULTANT
ANTEE AND MAINTAIN ALL Nuphur lutes Spotterdock plug 2' OBL B only random within zone 7, THE CONTRACTOR SHALL BE REQUIRED TO GUAR C%rs%um w/gore Bull thistle Stafford Coneultlnq Enylneera
PLANT MATERIAL FOR TWENTY-FOUR (24) MONTHS (CARE AND REPLACEMENT PERIOD) OR Carex lurida Shallow Sedge plug 2' OBL A & B random within zone All%ar%a t%OIatO Gorlie mustard 7424 CAopel HNI Rd. Suite 102 Pon%cum s ec%es other fhon (hoses if%ed Raleigh, N.C. 27607
UNTIL FINAL ACCEPTANCE, WHICHEVER IS THE SHORTEST. Scir c rims Wool Grass pus ype plug 2' OBL A & B random within zone Phone; 919-852-1038 Bros ~s specres
SPECIFICATIONS Saururus cernuus Lizard's Tail plug 2' OBL A only random within tone Andropagon species other than th se specified
1. PLANT'SPECIES FROM TABLE 2 ARE TO BE PLANTED, BY HAND, WITHIN THE ZONES Juncos efJ~usus Soft Rush plug 2~ FACW+ A only random within zone Lolium species
AS SHOWN ON THE GRADING PLAN, SPECIES ARE TO BE MIXED TO PROVIDE A Ascle ias incarnata Swam Milkweed Pho/aris orundinaceo Reed Cana Grass PROJECT
F PLANTS OVER THE BASIN AREAS WITHIN THE SPECIFIED ZONE. p p plug 2' pgL A only random within zone VARIETY 0 ~lecomo hederocea English ivy
Acorus calamus Sweetflog plug 2' OBL A only random within zone Po/ygonum arifol%um Halberd-Leaved Tearthumb E-22 Elementary School
PLANT NO MORE THAN 15 PERCENT OF ANY SINGLE PLANT SPECIES WITHIN EACH ZONE, Lobelia cardenalis Cardinal flower 1 quart pot 2' FACW+ A onl random within zone 2. Po/ygonum sogittotum Arrow-leaved Tearthumb
Osmunda cinnomomea Cinnamon fern plug 2' FACW+ A onl random within zone Po/ num erfo/iotum Asiatic Tearthumb Mile-A-Minute
3, NO PLANTING SHALL OCCUR WHEN THE SOIL IS FROZEN. HERBACEOUS VEGETATION Aznicum virgatum Panicgrass plug 2' FAC+ A only random within zone Lonicero 'a pica Ja Hasa hone suckle
SHOULD BE PLANTED IN THE EARLY SPRING (APRIL-JUNE) OR LATE FALL (OCTOBER-NOVEMBER), Sa ittaria lati lia Duck otato plug 2' OBL A & B random within zone Peril/o frutescens Beefsteak Plant CLIENT
PLANTED OUTSIDE THE DORMANT SEASON SHALL BE WATERED TO ENSURE g f° p VEGETATION Sor um hall nse Johnson rass
SURVIVABILITY, Irtis versicolor Bluefla plug 2' OBL A & B random within zone A/urdonnio kirsak Aneilimia
Scirpus ,~uviatilis River bulrush plug 2' OBL A & B random within zone 4. ALL PLANTS SHALL BE PLANTED IN SUCH A MANNER AS TO ENSURE THEIR Microste ium vimieum Microste ium Wake County
SURVIVAL. THIS SHALL INCLUDE FILLING AROUND THE ROOTS TO APPROXIMATELY 75 >j OF Sparganium americanum Eastern burreed plug 2' OBL A only random within zone Ces elo cuneata Chinese les ediza Public School System
THE HOLE, TAMPING, AND THOROUGHLY WATERING. AFTER SETTLEMENT OF THE SOIL, ~ntederia cordata Pickerelweed plug 2' OBL Ado 8 random within zone THE REMAINDER OF THE HOLE CAN BE FILLED, FERTILIZED AND REWATEREO• ALL Dioscorea batotos Chinese am
ASPECTS OF THIS PROCEDURE SHOULD OCCUR IN THE SAME DAY, ALL ASPECTS OF Elodea canadensis woterweed lu 2' B onl random within zone Arundo donox Giant Reed
THIS PROCEDURE SHOULD ALSO BE FOLLOWED FOR REPLACEMENT PLANTINGS. Valltisnertia americans Wild Cele lu 2' B only random within zone Akebia uinato Five-leaf Akebia ~Q~9U C~
5. THE CONTRACTOR SHALL WATER ALL PLANTS, AS RECOMMENDED BY THE A onl Zizania uatica lu OBL ran m wi hin n Carex frutescens Asiatic sound sad e Centaurea macu/osa S otted
CONTRACTOR AND APPROVED BY THE ENGINEER, DURING THE FIRST 24 MONTHS (CARE random within zone Coronilla vono Crown vetch
AND REPLACEMENT PERIOD) OR UNTIL FINAL ACCEPTANCE, WHICHEVER IS SHORTEST.
6. THE FOLLOWING MINIMUM QUANTITIES OF WATER SHALL BE USED TO WATER EACH ~ A minimum of ten (10) of the scheduled species for each zone must be planted,
PLANT UNLESS OTHERWISE DIRECTED BY THE ENgNEER; HERBACEOUS VEGETATION (IF Minimum of 5,000 herbaceous plants per acre,
WATERING IS REQUIRED) - 1 GALLON. ~y~~ M~~
7. PLANT MATERIALS SHALL BE STORED IN SUCH A MANNER AS TO PREVENT
DESICCATION OF THE ROOT SYSTEM. PLANTS SHALL BE PROTECTED AT ALL TIMES TABLE 1: TEMPORARY SEED MIX FOR Z O N E S A A N D B
FROM SUN AND DRYING WINDS, PLANTS THAT CANNOT BE PLANTED IMMEDIATELY
SHALL BE KEPT IN THE SHADE AND WELL WATERED. PLANTS NOT PLANTED ON THE TABL] DAY OF ARRIVAL MUST BE PROVIDED WITH ADEQUATE IRRIGATION AND ON-SITE ~C N~ CO~~~ H~ TABLE 4: PERMANENT UPLAND SEED MIX PROJECT NUMBER;
PROTECTION FROM THE ELEMENTS, DORMANT PLANT MATERIALS MUST BE KEPT IN 10031600
COLD STORAGE (38' - 42' F) AT 7516 HUMIDITY AND NOT REMOVED EARLIER THAN S~NTIEIC NAl1E C010[ON NAIIB D~DIC~ATOB PHASE;
48 HOURS BEFORE PLANTING. Scir us atrovirens Green Bulrush gCJ Scirpus cyperinus Woolgrass Permit Submittal
8. PLANTS SHALL BE PREPARED FOR SHIPMENT IN A MANNER THAT WILL NOT CAUSE carpus acu us ar - emme u rus us vir inicus Vir inia R e FAC DATE:
DAMAGE TO BARK, BUDS, BRANCHES, OR OVERALL CONDITION, CONTAINER gZOWN AND E/ymus canadensis Wild ye FAC 4-03-2007
P ANTS SHALL BE TRANSPORTED IN THE CONTAINERS IN WHICH THEY carpus m~crocarpus ma ee e u rus E/y CONTAINERIZED L ' WERE GROWN OR PLACED. IN ADDITION, PLANTS SHALL NOT BE HANDLED BY THE carpus pungens ommon ree- quare , asmont ium ob alum Ivey ats FACU
STEMS DURING TRANSPORT TO THE PLANTING SITE OR DURING PLANTING, Other Scirpus species Ely Elymus hystrix Hystrix patulo Bottlebrush Grass UPL DRAWN BY:
Mimulus nngens onkey lower Dic Dichanthelium commutatum Variable Witch rass FAC AcH
Carex vulpinoideo Fox Sedge Sci Schizachyrium scopor%um Little Bluestem FACU CHECKED BY;
Carex comosa Bearded Sed a Any Andropogon virginicus Broom-sedge FAC- PAK
Carex lurida Lurid Sedge Poi Ponicum ~irgatum Switch rass FAC+
Penthorum sedoides Ditch Stone Crop Anc Andro 0 on erordii Bi bluestem FAC REVISIONS no. revftton dote
Verbena hostata Blue Vervain 1 CD. REVI510N 03.16.07
Rumex verticillatus Water Dock 2 TOC COMMENTS 04.03.07
sc ep~as mcarna a wamp ~ wee 3 DWO 03.28,07
moaUens ca~ensis potte ouc - e- of
Alisma Plonta9o-aquatica Water Plantain 4 TOC COMMENTS 04.09.07
Zizanio aquatica Wild Rice 5 NCDENR 04.11.07
Helenium autumnale Common Sneezeweed CARY PROJECT NUMBER 07-SP-022
Aster Pernanthoides Crooked Stem Aster APPROVED
Monordo did ma Native Bee Balm TOWN OF CARY
Rudbeckia hirto Black-eyed Susan Approved By Date PLANTING PLAN
Solids o conadensis Canada Goldenrod Planning Date
EI mus vir inicus Wild e Engineering Date
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