20031610 Ver 1_Site Plan_20030830

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1 Yacdregor Park 126 !y bur8h South
Suite 91 Card, No Carolina 27611
4 Phone: [phone]
- i es Fes: 18 918-7618
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9 ~`Yo ~ Q ~ ' A 30 CURB t GUTTER, 5EE TOWN OF GARY 5TD. 3A2, DETAIL SHEET Gl.l. h
B C.ONGRETE 51DEWALK, SEE TOWN OF GARY 5fi. 3.Oq, DETAIL SHEET C1.1.
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\ ~ ~ K \ \ ~ ~ ~ Q G A R RAMP 5~ DETAI 3 a CONCRETE WHEELGH I L SNEET GY,I.
. - - ~ ~ ~ p LIGHT DUTY ASPHALT PAVEMENT, 5EE DETAIL SF~T G?.I.

6~ _ E HEAVY DUTY ASPHALT PAVEMENT, 5ff DETAIL SHAT CT.I.
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~ ~ ' ~ is ~ -~r F AGGE5518LE PARIGIN61 516NA6E, 5EE DETAIL SHEET G'T.2. i~ qSp
ALPS . , 6 GONGRF.TE STEPS d HANDRAILS, S~ DETAIL SHEET G1.2.
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;;;%r%;% H NEW WHITE DIRECTIONAL ARROW, 5EE TRAFFIC CONTROL NOTES THIS SFI~T.
D ~ 4'-0" GRAIN LINK FENCE, 5EE DETAIL 5HEET G1.2.
R ~ ~ t, ~ ~ ` ` ' ' J BRIDGE ABUTMENT 5EE 5TRUGTURAL PLANS. - -r J ,
~ \ ~
` \ K SEGMENTAL RETAININ9 WALL BY OTtER5.
A R~ ~ PRE-CAST CONCRETE BRIDGE, S~ STRUCTURAL PLANS. ~ ~ i \
~ . ' , M NEW GATE BY OWNER.
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~ I. ALL DTMEN510N5 SHOWN ARE TO FAGS OF G11RB AND FADE OF ~ ~ BUTLDTN6 YIALL, UNLE98 OTHERWISE INDIGAT®.
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R4' ~ i i 2. CONTRACTOR 5HALL FIELD VETiIFY ALL DIMENSIONS INDICATED AND
1 ~ i i NOTIFY ENGINEER OF ANY DISGREPANGTES. ~ ~ a ti ,
BBAL.L ~ \ ~ ~ ~ ~ ~ ~ , 3. CONSTRUCTION STAKE OUT 15 THE RESPONSIBILITY OF THE ~ ~ ~ \ ~ GOHIRAGTOR. ~ 1 Q
~ _ \
g \ \ , 4. ALL PAVEMENT MARKINGS AND 51GNAGE SHALL BE INSTALLED IN 0
~ AGGORI7ANGE WITH THE TE5T MANU LA AL OF'UrUFORM TRAFFIC ~ CONTROL DEVIGE5."
V\C • ~ ~ \ BOLLN2D \
~ ` 5. ALL FADE OF CURB RADII ARE 4 FT UNLE55 OTHERWISE 5fI0Vk1. 9 c
6. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH
CURRENT TOWN OF GARY STANDARD 5PEGIFIGAT10N5 AND DETAILS.
51EMEN5 OFFIGE BUILDING PARKING DECK LOWER LEVEL 1. ALL ve~IU1LAR u5E AREAS roRIVES AND PARKINS AREAS) SHALL BE
- - - - - - - - - - 5GREEN® FROM oFF-yI1E VIEws IIO MCCALYSON COURT 1 CARP, NC 275n
O~ \ B. No GHANSES TO ANY ASPECT of THIS 517E PLAN, INCLUDING BUT NOT
LIMITED T0, LAPID5GAPINS, GRADING, BUILDING ELEVATIONS (ESPEGUW.Y
COLORS) LIGHTING OR UTILITIES WILL BE ISSUE SEQL~NCE , MADE WITHOUT THE APPROVAL OF q ~ THE DE11El.OPML~ REVIEW GROUP OF THE DEPARTMENT OF PLANNING NO. DATE DE9CRPTION
Eg AND D'E1/H.OPMENT.
. . ' 9. WHERE EXISTING VEGETATION FAILS TO FUNCTION ADEQUATELY AS I 10/6103 ISSN` FOR 1ST TZEV~W
REQUIRED, (I.e. BUFFER TYPE A, B, G, AND 100' THOROUSHFARE CORRIDOR 2 U24/03 ISSN FOR 2~p REVEW
BUFFETS THE GARY SITE IN5PEGTOR RESERVE'S THE RIGHT TO REQUIRE SUPPLB~'ENTAL PI.ANTIN65 IN ADDITION TO TH05E SHOWN ON THE PLANTING
'~Jl, \ ' PLAN BASED ' 'r, ON ACTUAL FIELD GONDIT10N5.
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V DESIGNED 8Y= ARP lU
,4 ~i DRAWN BY= ARP Q ~ J h U1
uJ oarE= 10/6103 }
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- 03-SP-201
APPROVED
TOWN OF CARY
DRC Date
Planning Date C213
- - - - - - - - - - Engineering Date
CLN PROJECT N0- 147

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' MxBRESOR PARK OY11'RS A~60GIATION i - GURYE TABLE - i
DB Slks', PAGE 461 ~e PIl4 0154~p-1461 GuRVE RADIUS LENGTH TANGENT BEARING GHORD D~.TA ~
ZOI~ED~ Otl WNSTON 6PE, LI.G - ~ DB DIDS, PA INOTON'3PE, LLG - WO - KPMG, LLP DB 0103, PAGE 1906 GI 50.00 60.42 34.52 560'4953"W 56$1 69.14'22` YncCregor Park
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L01 a2 G3 2TOA0 9.24 462 N10'33'20'E 9.24 1'57"39` Suite 910 , Cary, North Carolina 27611 t LoT G4 50,00 64,66 37.75 583'34'38"W 60,25 Y4"0556" Phone: [phone] i
I x~ ~ G5 25.00 18.24 955 N6l"25'48`E I?.84 41.48'16` Fnz: 918 918-7618
Gb 671.03 539.31 284$8 NI5'38'n"W 525.16 45'38'26"
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DB 5115, PAGE 261 ~ ~ / / ~ PIt4 Of32-45-I]61 MOBEi. ®UGATION OrNHMK.S, N1G. ~ DESIGNED BYE ARP ~F ~ CSp ~ ~
, 011 ~ / ~ ~ \ OB ~6?D, PAGE 596 / ~ \ ` N ~ ~ DRAWN BYE ARP
PIN. 0152-OD-1490 ~ ~ / IOIm~ ON ~ ~ ~ ~ 1 ~ ~ DATE 2/20/04
~ ~ / ~ ~ ~ ~
/ ~ / / ~ ~ PROJECT N0~ 1147 ~ ~ ~
v ~ owe TATS ING. ~ FILES CD
51EMEN5 REAL E5 AGREASE Ex IMPERV NEw IMPS 186 WOOD AVENIE 50UTH TRACT I 10.50 AG 3.12 AG 0:14 AG 32V NEW IMPERV TOTAL IMPERV DISTURBED ~
ISELIN, NEW .~Y 08830-2725 TRACT 2 5.88 AG 2.41 AG 0.22 AG 0:14 AG 3.86 AG (36.85l~ 1.19 AG ~ 0.22 AG 263 AG (44.'ISi~ 0.30 AG ~ ~ e !
T b .46 AG LOCAL CONTACT ADDRE55~ OTAL I .38 AG 553 AG 0 0.96 AG 6.49 AG 1.49 AG ~ ~ G
I10 MAGALYSON Gd1RT ~ I iWFT GREEK WATERSHED, URBAN GLA551FIGATION.
GARY, NG 71511 -THIS 51TE 15 LOCATED IN THE 5WFT GREEK ICU ROBERT VERBUR6T , TFE MAXIMUM IMF'HtVI0U5 AREA AREA NOT TO EXGEED /OAS. A WET ~ 3tVI0U5 ~
919-314-2'104 DETENTION POND 15 BEING CONSTRUCTED A5 rSTRUGTED A5 A PRIMARY TREATMENT 5Y5TEM. ~ p I e
-THIS PRD.EGT 15 A PARKING LOT EXPANSION. DE516rER~ GLH DESISN, PA ADDITIONS TO THE EXISTING BUILDINesS. ,OT E~ANSION. THERE WILL BE NO ~ GRAPHIC SCALE JILDINf~.
125 EDINBURSH 50UTH, SUITE 310 GARY, NG 2T511 -THE EXISTINS PARKINS LoT MEETS GoDE, HOV ~T'5 GODE, HoV~EVER THE TRAINING ao o sa eo ,oo zoo ~ j
ANDREW PADIAK, PE - 4W-314-6716 FACILITY OPBZATES IN A MANfR THAT REQU ~ THAT REQUIRES ADDITIONAL PARKING.
1
1 / PROJECT NAME, SIEMENS PARKINS EXPANSION PARKI fz
EXI5TIN6 SPACES, 241 GARY PROJECT NOS 05-W-201 SPACES DEMOLISMD: 4 C3 IN DECK 4 03-SP-201 IN DECK ! 1 FOR AC-CESS15LE SPACE STRIPING) ~ ~)!i~T ~ APP f3 inch = ~ ROVED
REAL ID Not TRACT It 0752-83-4290 PROPOSM SPACESt ?1 05 IN NEW LO' 05 IN NEW LOT ! 2 IN DECK FROM ~-STRIPING) 1 tL
TRACT 2, 0152-$2-7144 TOTAL 5PACESo 314 (PET INGREA51 (MET INGREA5E OF ?0 SPACES) TOWN OF CARY
51TE ADDRE56i 110 MACALY50N COURT I TRMO NORW RADIO DRC Date Od 4026, PAGE 11 ?
SITE ZONINS% 5-2 4 041 THERE ARE NO PUBLIC OR PRIVATE UTILITY ID LATE UTILITY EXTENVONSJIp'PROVEMENTS P% o~--rn-88M Planning Date ZONMI Pw En9Ineenn9 Date ,.T. e
PROP05ED LAND USES OFFICE ASSOCIATED WITH THIS PROJECT. CLH PROJECT NO, 1147
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55MH RIM=341.13'
18'P 18"p 13p ~ ~ ~ I INV IN=33160' (FROM 51TF~ q'0 a
~ I I INV IN=331.03' (FROM OFFSITE) 10 0 / I ~ 1 INV OUT-3331A3' (TO OFF5ITEJ =SITE) I. ALL UTILITIE5 OR 5TRl1GTURES NOT INDICATED FOR REMOVAL OR YacCregor Pert -51TFJ MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. 128 Ediabur2h South
u~0 13'0 I Suite 91D Cary, Narth Ceroltna 27511
_ ~ ~ I ~ I 55MH 2. ALL WASTE MATERIAL 6E1~RATED FROM DEMOLITION AG1'IVITIE5 Phone: [phone]
18"P 13'0 / , I ~ I RIM=35420' SHALL BE DI5P05ED OF OFF-SITE IN ACCORDANCE WITH ALL Faz: BIB 918-7ti18 H 0 TIONS. M APPLICABLE RULES AND RE6ULA
/ ~ ~ I'0 ~ q 0 ~ I I INV IN=344.85 ~ ~ ~ ~ / l INV OUT=34462 0 0 D SU IT ES P RI
V FROM A BOUNDARY AT 3. ExISTIN6 SURVEY INFORMATION WAS TAKEN E D RI V E AND TOPOGRAPFiIG SURVEY BY TAYLOR, WISEMAN t TAYLOR
- - - ~ \ 340 ~ ~ 8"DIP ~ DATED APRIL 19, 2002.
---fib ------J ~ ~ 'P s ~ o ~ c,~\ - s\ ~ 55MH ~ ~ \ / ~ ~ \ INV=340.0'--- \ RIM=362.3 - / / r ~ ~ ~bjp\ INV IN=356. SSMH 20' TOWN OF GARY RIM=362.33' PUBLIC SANITARY 4. INSTALL TREE PROTECTION FENCING PRIOR TO BEGINNING GLEARIN6
INV IN=35633' '
~ ~ - _ _ - - - i .x.4'0 15'0 .0 ~ 8 0 q,o ~ INV OUT=35153' 5EWER EASEMENT OPERATION5. CLEAR AND 6RUB ALL AREA5 AS SHOWd AND DB "1160, PGS 911-913 REQUIRED TD PERMIT INSTALLATION OF NEW GON5TRUGTION PER •T~ ~sA~'Q~
_ / 'P I6 ~ 10 SPEGIFIGATIONS AND DRAWINGS. EXISTING TREES, 5FRU85 OR OTHER r J~~~°°<~,? MATERIAL WHICH WILL CONFLICT WITH NEW CONSTRUCTION 'Ofb°e~ LAND5GAPE
-350--- 110'0 II'P \ 10'0 ~ / ~ 50 / ~ ~ i - SHALL BE REMOVED MWETHER OR NOT 5HONN ON THE DRAWING5). ~ C'r ~ ; '
q~O - \ _ _ ALL CONTRACTORS SHALL VI51T THE SITE AND OBSERVE EXI5T NG 19'P CONDITIONS PRIOR TO BIDDING.
- ~ - e I. II i i - 1 1 ' ~}a ° aye ,u ~p n p .
~ 5. TO MINIMIZE DAMAGE TO EXISTING TREE5 NEAR THE INTERIOR EDGE '°~~'~;:r~~:~''~®`'~~ ~X STREETSGAPES THE GONTRACiTOR SHALL GUT Z-FT .,w~+a~,i~;3L 7<~~ ~ OF BUFFER5 AID ~ ~ , ~ W~'
6 IMITS OF DISTURBANCE 50 AS TO GUT ~t• . i~ K ~PARKILTC DECK UPPER LEVEL DE13' TRBJGHE5 ALONG THE L N,..~;;ut,,,~t;.~~ .u
~ - _ _ _ _ RATHER THAN TEAR ROOTS. , tio. \ ~ 2
O--__ \ \ 2301 1 / / / I / S NEXT UPSTREAM b. TREE PROTECTION FENCING SHALL BE MAINTAINED ON THE SITE UNTIL S ~ MH COULD NOT ALL SITE WORK 15 COMPLETED AND THE FINAL SITE INSPECTION PRIOR
BE FOUND TO THE GERTIFIGATE OF OCCUPANCY (GAS 15 SGHEDUI.ED. THE FENCING
SFIPJ.L BE REMOVED PRIOR TO FINAL 517E INSPECTION FOR THE GA.
p ~ ~p ~ a' I 1 1 I 1 / / i~ 9 P ~ AG ~ 7. STOCKPILE TOPSOIL AND WOOD CHIPS ON-SITE WITHIN CLEARING
~ \ ~ 1 I l / ~ i \ LIMITS OR WHERE INDICATED ON THE PLAN. TEMPORARY MULCH
~ \ p ~8'P ~I6 \ il'P ~ I I / / / 5TOGKPILE5 SHALL BE TURNED A MINIMUM OF ONCE EVERY TWO x \ WEEKS OR A5 NEEDED TO PREVENT CHARRING OR GOMBIJrTIG~I.
~ ~ \ \ I 1 I I _ - / / / ~ ~ I I I I / ~ vl 12'P ~ ~ ~ Il'P ~ \ ~ 10'P \ ~ ~ ( I - / / / I TOP=3a p DI
~ ~ 15 0 \ \ ~ 'o a J ~ I bl ~ / / \ TOP=386.13' (sEE NOTE >w) 6. PRIOR TO DEMIDLISHIN6 EXISTING STRUCTURES, MAKE AN INSPECTION
~ ~ \ \ q' ~ ( I • o I ! l / (5EE NoTI ~ ~ D , IO~P ~J 23'P 0 q'p~ ~ / 24~P I I OVERFLi 14'P ~ ~ \ YP \ ~ q 0 J 13 ~ FOR ANY HAZARDOU5 MATERIALS. •GONTAGT ARCHITECT IMM®IATEI.Y OVERFLOW ° SI'AGE5
\ ~ ~ ~ ~ J I I I DRhN \ 37 ~ 2~3 'P 10 ~ 1 ~ ~ IF ANY wAZARDOUS MATERIALS ARE DISCOVERED. GAP AND TOP=385.98 ~ REMOVE UTILITY SERVICES, FUEL TANKS AND SEPTIC 5Y5TEM5.
- ~ ~23'P ~ I I I ~ TOP=38` ~ \ O~ ~ 1' \ ~ - 50 ~ ~ # \ 12'P I / I I Iq I I ~ i ~Q ~ U r ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE '
~ Ilb -12 ~ W'P ~ n \ q' 12 20 ~ I 1 I I \ 15"P ~ I I lLl v \ z ~ AND LOCAL REGU..ATI01.5. j~ 0 N FEDERAL, STATE
~ 'P ~ ~ o p o \ 1 1 I I _ Q UQ Q ~ / q. VERIFY ALL ILLUSTRATED KNOWN uND~OUND ELEMENrs.
15'P ~ ~ ~ \ ~ 14 I 0 \ I I I 1 p 1 1 w EXERCISERER50NAB1.E EFFORT5 TO PROTECT ANY UNICNOWd
~ ~ \ \ . \ ~ ~ 1 1 I ~ F1' THE AR~C.HITEGT IMMEDIATELY IF Z J ~ Uf~6R0UND ELEMENTS. NOTI
12'P 10'P12'P 4'P n'P 13'P ~ \ \ 8'P \ \ I q 0 \ ~ 1 I ~ 13''P 2o'P \ \ II'P \ ~ \ b ~e \ I I I ~ ~ ~ ~ !,u r UNICNOWy ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE r
nw ~ \ ~ \ I \ 1 I SC ~ I p~\II"P \ \ I~ I 'P \ \ I I I Q W 'P I \ I J1~ Q~ ~ I I ~ , ~ ~ m MODIFICATION TO THE PROP05ED DESIGN. fY ~ W
o \ \ o I ~I 1~ lo'P ub ~ • lob ~ I I I I - ~ Q ~ \ \ \ ~ \ - I Q ~ J I 10. PROTECT ALL ADJACENT PROPERTIE5, THE 6Ef~. PUBLIC AND
Ilb \ ~ \ I I a \ \ \ 15'P `1 I I I ,I I Q ~N \ 80 10 0 pp II'P \ - 30 \ \ \ \ 1 I I I a Q~ ~ ALL OF THE OWNER'S FAGILITIE5. SHOULD DAMAGES OGGUR, REPAIR ' Q ~N R
_ _ 4 ~ \ \ \ \ 18'0 \ '0 I 1 I I 0 Ibp 14'~ \ \ p lo'P ~ \ \ 1 1 1 I , \ ~ u1 ~ N ~ IMMEDIATELY A5 DIRECTED BY THE AR,GHITEGT. IU ~ ~ UJ w ~ 0
\ 1 \ ~ ~ \ ~ I \ I I \ .Z ~ ~ ~ II. ALL WORK 5HALI. BE PE~ORhED IN ACCORDANCE WITH APPLICABLE Q d
\ ~ \ e'o~ . I 'P \ \ I . I \ \ \ \ Ib'P \ A I I 1 I \ I- \ \ \ \ I ~ ~ LOCAL, 5TATE AND 05HA REGUI.ATI0N5.
o~ \ \ \ \ \ I 1 I\ \ 1 ~ v ~ I'P ~ \ \ \ \ ~ \ I I 1 l ~ N ~ ~ - STORM DRAIN STRUCTURE5 GLEANOU'f5, , z 12. ALL EXISTING VAULTS, MANHOLES, ,
~ -~I6'P \ 13'P \ ~ \ qp \ 21'P I \ I I I X COVERFL U Y W ETC. SHALL BE ADJU5TED A5 NEEDED TO MATCH FINISH 6RAG'E. I
\ \ \ \ ~ \ ~ n'~\ \ ~ I~'P \ 1 . I I I ov~r~L ~ \ ~ \ \ , 0 \ 0 I I I W DRAIN \ , ~ DRAIN \ ~ 2 Q u T - ' , 01 ~ ~ Q 13. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE 5AW GIfT
~ \ \ \ 0 \ IbP ~ 13"~ I I ~ T - o p ~ ~ 12'P p \ ~ \ II ~ I 1 \ ~ I ~ ~ \ \ ~ I I I DI 0 Q ~ ~ TO PROVIDE A STRAIGHT AND UNIFORM JOINT FOR NEW PAVEMENT, DI ~ OR CURB AND ETC. ANY EXISTING PAVEMENT,
IOb \ ~ \ \ 3 \ I \ I I \ \ \ TOP-386.13 ~p \ ~ \ 'P \ B \ A \ \ > t\ \ \ l ~ 1 \ \ (5ff NOTE +W) 51DEYrAL.K, GUTTER, TOP=386.13' ~ r 51DEWAl.K, CURB AND GUTTER, ETC. THAT MU5T BE REMOVED TO ALLOW
\ \ \ n'~ v6'P b~ \ \ ~ II ~ A \ 1 6'P \ V A ~ 1 \ (SEE NOTE ~9) I ~I a / I I ~ NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE
• ~ A V 1 ~ ~ ~ V II ~q 0 ~ , ~ ~ A ~13'P ~ ~ ~ V A \ \ I• 1 \ OR TD MATCH PRE-CONSTRUCTION ry Q SPEGIFIGATIONS AND DETAILS II-II- ~ GoNDIT7oN5 (w+En•ER oR NOT SHOwN oN THE DRAWINGS TO BE REMOVED).
nY v 81~ 8 \ ~ ~ 18 \ V A \ ~ II II
8'0 'P IS ~ ~ 15'P V ~ V A V \ 206 V \ \ q ~ ~9 9 ~ ~ T.,, ~ ~ ~ ~ ~ Spq 1O'P ~ 15 ~ ~ A V A V A ~ A GEg II I 0 •UT b~° I~b v ~ q s~qG II ES
A \ 150 A ~ \ 10'0 A ~ ~'b \ _ r
10'0 \ \ ~ \ B ~ T~ I ~ ~ ~ ~ 1~
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\ qY ~ ~ \ \ \ ~ \ I6 > ( I oV, \ ( , ~ ELEGTRlGAL E L161iT POLE # LP
\ 'P ~ \ q 0 1 \ ~ - b 100\ f~' - ~ ----UE------ R' 1~ , ELECTRICAL UTILITY POLE ~0'
\ Sao \ \ p\ , \ ~ ~ ~ ~ ~ ~ ~ n~ FIRE PROTEGTIC:~ FP- MANHOLE
G qp ~ ~ \ \q'0 I b \ ~ ~ ~ ~ ~ ~ \ ~ 0 ~ ~ ~ ~ -v ~ f
~ ~ ~ ~ \ \ o ~ ~ ~ / 6 GO ~ ~ \ p / 6A5 GLEAN OUT • ~ \ ~ \ \ ' , cp ~ ti
~ ~ ~ ~ ~ \ m Q~ / % SANITARY SEWER ----5fr----- DI GS
~ ~ ~ \ \ , N~ ~ , ~ DROP INI.ETiGATGH HA51N ~ ,
~ ~ ~ \I14 ~ ~ \ b \ \ 14 14'P 10'0 . \ =36 ~ ~ Iq'P ~ \ 0 \ \ \ ~ ~ - ~ \ 12'P \ 4 8b\ \ 21 . ~ 4 I' \ ~ ~ ~ 36 b ~ _ _IS'1~P / ~ T - FlRE HYDRMIT .b,. FH ~
. INV=364b9' UNDER6ROIA~D Wy
18'f~~ ~ ~ ~ \ \ \ \ \ ' ~ 180 \ ~ ~ \ \ ~ ~ ~ TELEF~IO~E UT- WATER VALVE i GI
1 V ~ ~ \ I6"P 'P V A ~ • \ \ \ i2 / A V A V A A A 1O'P • - ~ I TER W TOP-381A6 I"~` TEMP. TREE PROTECTION -0--o-- i ~i
INV IN=36991 ~ • INV OUf=369:11' ~ GABLE G GON5TRJGLEARING LIMITS - -
p ~p0 ~ ~ V ~ \ \ ~ . / , A 21'P ~I A ~A \ \ µO~ r
INV=3D~34' / ~ ~ A \ \ \ \ 116 ~ 1 ~ + ~ \ 5TORM DRAIN PAVEMENT, 5JM1, STRUGTURE5 D e
/ Plv \ \ \ ~ \ I 1 / ~ pm~ I I ) ,a ~ ~ TO ~ REMO'VED.
ALL O ~ I 8 / Bb ~ ~I \ \ \ 1 I ~ ce ~ , . ~ ,
V • o \ \ ? \ I 1 / - V 1 I 1 1/ i~ GO ? \ \ i 1` 1 ~ ~ ~ ~ , . ~ p e
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\ \ 1\ \ / Oi BOLLARD \ \ \ \ \ 2 ` q STRUGTUREraAlTILITIES To BE REMOVED. 9 0
~ ~ B STRUGTURESAlrILITIES TD REMAIN AND 8E PROTECTED.
1\\~ 1 \ \
/ ~ II ~ EXISTING g I ! ~ INSTALL ~ PROTECTION FENCING. SEE DETAIL SHEET Gl.l.
\ _ -qb 51EMEN5 OFFICE BUILDING I \ i PARKING DECK LOWER LEVEI IM IIO MCCALYSON COURT _ _ _ _ _ _ _ _ _ D CLEAR 0 GRUB WTWN GON5TRUGTION V IT5 (EXCEPT IN THE
\ ~ ~ I LOCATION OF THE METLAN~SJ, SEE 6ENERfd- NOTE 4. CARY, NC 27511
\ \ \ l \ ~ ~ I l` _ E CONTRACTOR 5HALL PRO'T6GT Y'E11JMD5 DURING
\ ~l ~ \ ~ ~ I GOI~,Tt~I1GTION. ISSUE SEQUENCE
/ ~ ! \ \ _ F Ii~DMDUAL TREE TO ~ RB~IOVED. 5AW GUT TREE GL05E TO N0. DATE DESORPTION
\ _ \ \ \ I I5'~'P \ ~~'AC EXISTING GROUND AND LEAVE STUMP 50 A5 NOT TO DI5TUR8 ~ AREA. REMOVE DEBRI B1' HAND TO ELIMMMNATE
I \ \ YI I I \ \ W:TLAND I 2/20/04 ISSUE TO NCDENR ~ RUTTING FROM 6pJIPMO~T.
TOP=386.52' ( \ i n~'
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1 - ~ ~ W DATE 2/20/04 ~ ~ /
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p'~ts 03-SP-201
/ APPROVED
OIC F TOWN OF CARY
o L DRC Date ~
J a# S~ a Planning Date
J Engineering Date
J~ ~y - CLN PROJECT N0: 147

I ~
~ ~ ~ ~ YecGregor Park
~ ~ 128 &dinburgh South
_ ? ~ Suite 910 Cary, North Carolina 27611
J ~ ~ Phone: [phone] B H Fa:: 818 918-7618
O M 0 OD SU IT ~
~ J ~ l ~ ES P RI ~ V AT E D RI ~ V
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~ 6 ~ ~ / / 51EMEN5 TRAINING BUILDING s~• ~irn, y Qf"°~``'R'
K - ~ B v ~ / F a,ruol~}~~~° , R/~,
A _ PARKING DECK UPPER LEVEI 6•r,
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z ~ z ° 4 ~ aQ A 50' GURB t GUTTER 5EE TOWN OF GARY 5TD. 3A2, DETAIL 5HEET Gl.l.
~ p ~ ~ ~ ~ ~ ~N
9, ~O ~ Ul ~ s ~ N ~ B GONGRETE 51 5EE TOHPI OF GARY 5TD. 3A9 DETA ?.I. z DEWALY,, IL SHEET G
E ~ ~ ~ 4~ ~ ~ u ~
W 11 z UW G GONGRETE WF~I.GHAIR RAh~, SEE DETAIL 5F~ET G1.1, Q
~ ~ ~ K s ~ 4 d ~ D LIGHT DUTY ASPHALT PAVEMENT, SEE DETAIL SF~T G1.1. F- N
~o ~ o' ~ N V' ~
I ~ HEAVY DUTY A5PHALT PAVEMENT, SEE DETAIL 5HEE'T C1.1.
E Q AGGE5518LE PARKING t 51 SEE DETAIL 5HEET G1Z. F 6NAGE,
~ ~
~o ~ _ - ' q spgc G GONGRETE STEPS Z HANDRAIL5, SEE DETAIL SHEET G1.2. ; 9 SpA~E
~ ~s , s
H NEW WHITE DI~~~.T10NAL ARROW, SEE TRAFFIC CONTROL NOTES THI5 5HEET.
r, A ~ ~ ' 4'-0' GRAIN LINK 5EE DETAIL 5HEET G1.2. I FENCE,
9
D J BRIDGE ABUTMENT, SEE 5TTiIlGTURAL PLANS. ;
_ ~ _ ~ _ ~ J --r- - - K SEGt~ITAI, tit'TAININ6 WALL, 5th DETAIL SHEET G'13.
A ~ R9o- ' L PRE-CAST GUNGRETE BRIDGE, 5Ef STRUCTURAL PLANS.
~ A K ~ ~ ti M NEW GATE BY OWNER
u/ ~
wo' ` 3 '
,
~ M 2~
s
~ ~ \ ~ ' ~ ~ I. ALL DIMENSIONS 5HOWN ARE TO FAGS OF CURB AND FAGS OF
~ BUILDING WALL, UNLESS OT}~RWISE INDICATED. '
~ ` R4' ~ i ~ 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS INDICATED AND
1 , ~ i , NOTIFY ENGINEH2 OF ANY DISGREPANGIE5. D d
BBALL NS ~ ~ ~ ` 3. CONSTRUCTION STAKE OUT 15 THE RESPONSIBILITY OF T1~ C 0
o ~ ~ CONTRACTOR. Q ~ \ ~ ~
z d ` ~ 4. ALL PAVEMINf MARKINGS AND 51GNAGE 5HALL ~ INSTALLED IN D A
e~ ~ ~ ` AGC.ORDANGE WITH THE LATEST MANUAL OF 'UNIFORM TRAFFIC
~ CONTROL DEVIGE5.' ~ ~ 5. ALL FACE OF CURB RADII ARE 4 FT UNLE55 OTHERWISE SHOWN. ~
0 9
d EXISTING 'ys~'o ~ 6. ALL GONSTRilG1lON SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF GARY STANDARD SPEGIFIGAT10N5 AND DETAILS.
SIEMENS OFEIGE BUILDING 0
~ f~ PARKING DECK LOWER LEVEL T. ALL vEHIGULAR USE AREAS (vRIVfS AID PARKING AREAS) SHAD. BE IIO MCCALYSON COURT
v'~ - - - - - - - - - - - 1 FROM OFF-SITE CARY, NC 27511
8. NO GRANGES TO ANY ASPECT OF THIS 51TP PLAN, INCLUDING BUT NOT ' LIMITED T0, LANDSCAPING, GRADING, BUILDING ELEVATIONS (ESPECIALLY ISSUE SEQUENCE
COLORS), LIGHTING, OR UTILITIE5 WILL BE MADE WITHOUT Tl~ APPROVAL OF
q Sp THE DEVELOPMENT REVIEW GROUP OF THE DEPARTMENT OF PLANNING N0. DATE DESORPTION gGFS AND DEYEiOPh~NT.
q. WHERE EXISTING VE6ETAlIDN FAILS TO flAJGTION ADEQUATELY AS I 2/20/04 ISSUE TO NCDENR
REQUIRED, p.e. BUFFER TYPE A, B, G, AND 100' TNOROU6lfARE CORRIDOR
BUFFER)1HE GARY SITE INSPEGTUR RESERVES THE RIGHT TO REQUIRE
SUPPLB~NTAL PLANTIN65 IN ADDITION TO THOSE SHOWN ON Tl{E PLANTING PLAN BASED ON ACTUAL FIELD GONDIT10N5.
~y
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N U1 z ~ w DRAWN BYE ARP
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R- ~7 v - tx q~~5 03-SP-201
APPROVED
TOWN OF CARY
DRC Date
Planning Date
1 - - - - - - - - __j Engineering Date
q- z2v - X\ CLN P120JECT N0: 147

_ _ _ _
~
. J
I I I I YnoCregor Perk
/ I I I ~ /i 126 Edinburgh South ' A NEW LEVEL SPREADER, 5~ DETAIL SPIFFY G72. Suite 91b
i i I Cary, North Caroline 27611
~ / I B AI ON SHEET G1.4. Phoae: 918 919-8718 OUTLET PROTECTION, 5~ DET L Fez: 918 918-7618
O D S
r ~ U c 1 CONTRACTOR 5HALL PROTECT WETLANDS DURING GON5TRllGTION. P R Iv AT E 5~ SREEr G4.1 FOR 15t0510N CONTROL h~A.~1e RES. D RI
3 V E
- / - ~ ~ \ INV=340.01'--- ~ 20
ia~,dum
- r
\ \ k ~ I. ALL SPOT ELEVATIONS INDICATED AT Gt6 ARE TOP OF CURB, ~A~~ _ UNLESS OTHERWISE INDIGAI'ED. ~ _ _ • U ~~5Sip .~i
350---~\ ~ ~ / / / 3`~ ~ ~ ~ ~ ~ Z H• •9 _ ~ - - - - - - Z. TOTAL DISTURBED AREA ¦ SS.ZS ACRES. IMPERVIOUS AREA ¦ Q i
~sfi ~ A - I. 1 ~ 1_- ~ SEAS. ~..._1_____-- 834b10 5F OR Iq.lb AG (?b.gSl~.
- eor~~-r3a ~ 1 / / ~ ~ ~ ~ y ~ ~ - _ _ _ _ ~ _ - 3. ALL EXI5nN6 VAULTS, MANHOLES, STORM DRAIN STRUCTURES, :e
- - \ III ~ i~ / / / / y`~--- _ VALVE BOXES, GLEAN01lTS, ETC. SHALL BE AD.USTED A5 NEEDED ~ ~GI F"~Q°~ t`T
TO MATCH FINISHED GRADES. ~ '°°.N,.` -PAI~KIL~ DECK UPPER LEVEL ~
_ •(I/ l / ~ ~o / bV~...v , 4. ALL BAGKFILL, COMPACTION, 501L5 TESTING, ETC. 5HALL BE
- \ ~ 1 / / I . m T ~30~ P~FORMED BY THE OWNERS VENT TESTING . Lo LABORATORY.
eor~eeooa - - 61 4 ~ ~ ~ 1 ~ / 1 \ \ 1 l / ~
- ~~DETAIL ~ - 62 ~ \ 11_ ~ \ 5. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF BUFFERS AND 5TREETSGAPES, THE CONTRACTOR SHAt.L
- - - SHEtT ~T:4 - ~ 374.40 ~ 361. 1 1 _ ~ ~ ~ ~i GUT 2-Ff DEEP TRENGHE5 ALONG THE LIMITS OF DISTURBANCE,
1 ~ BI I 1 ~ 1 I . / 1 I / / / ~p / / ~ 50 A5 TO GUf, RATHER THAN TEAR ROOTS.
_ v_ ` I / / ~ ~ ~ b. TREE PROTECTION FENCING 5HALL BE MAINTAINED ON THE SITE
~ • 1 / l l v ~ \ Z I ~ _ ~ rc qi DI ~ UNTIL ALL 517E WORK 15 COMPLETED AND THE FINAL 517E TOP=386.13'
~ - ~ \ T ?1434 \ ( 1 I / (5EE ~ (SEE INSPECTION PRIOR TO T}E CERTIFICATE OF OCCUPANCY 15 ° SGHEDUI.ED. THE FENCING SHALL BE RfMOVlED PRIOR TO FINAL
\ \ I. - \ ~ 1 \ - ~ ~ I ra ~ OVERFLOW DRAIN 517E INSPECTION FOR GERTIFIGATE OF OCCUPANCY.
~ ~ \ ~ -I ~ ~ I TOY4S7030 TOP=385.q ~ 0 ~ ~ 7. 517E 15 NOT WITNIN 100 YEAR FLOOD PLAIN. Y /
v ~ ~ ~ ux
~ \ 6 \ \ 1 I I I I ~v ~ 0 ~ 8. DUE TO THE EXPECTED DATE OF GONSTRUGTION EXTENSIVE AREA5 w / uQ (J / OF WET SURFACE SOILS SHOULD BE EXPECTED. THE CONTRACTOR
a ~ ~ ~ ~ I I t I 1 ~ Q ~ SHALL BE PREPARED TO PROTECT SUBGRADE~5 FROM
\ ~ 1 ~ oraseo. ~ ` \ l 1 11 1 I I I I ~ IU ~ DETERIORATION TO THE EXTENT POSSIBLE AND DRY ONr51TE Z J i 501L5 FOR PROPS COMPACTION. MOISTURE CONTENT WILL NOT
xb3a ~ ~ \ \ \ ~ 1 C, I I Z \ \ ~ I ~ \ 1 ~ \ ~ \ ` \ { 1 I 1 I I ' ~U r BE THE 50LE fAGTOR IN DETERMINING 501E SUITABILITY.
\ \ \ ~ \ \ \ I .1( ~ \ \ ` \ I I 1 I I ~ ~ \ ~ \ 1 } ~
~ ~ \ ~ \ I ~ 4 ~ UJ m 4. 5~ SHEET G3:1 FOR STORM DRAINAGE 5GFIEDULE. Q -1 I
\ \ \ I I \ \ \ \ I I 1 -I I I Q Q ~ 10. A BOND EGt1AL TO ZOOSG OF THE ENGINEER5 ESnMATE TO ~ ~
~ \ \ ~ \ ~ ~ \ 1 I I ( \ \ \ \ \ I 1 I \ ~ AI \ I I I ( ~ v ~ 1 v\ v A. 1 1 , v CONSTRUCT THE PROPOSED BEST hIf1NA6EI~ENT PRACTICE MUST UJ I BE POSTED BEFORE THE GRADING PERMIT 151S51JED fOR THE
\ ~ 78.40 \ ~ \ \ I I I 1 , \ ( Z Z Q ~ PRD.FGT. (GRAFTER 10, PART 3.q, UDO).
~ \ \ \ \ 1 1 I. ~ ~ \ ~ M \ ~ \ \ \ I 1 I I / f- ~ ~ ~ N ~ II. A GRADING PERMIT WILL NOT BE 155UE0 UNTIL THE TOWN OF GARY
~ \ \ \ \ \ \ \ I 1 I \ \ / N ~ ` ~ v v v v v v ~ A ~ I 11 l ~ v \ v v v v v I A l l I. I ~ ~ HAS RECEIVED NOTIFICATION FROM THE. IETLANDS RESTORATION
\ \ ~ \ 1 ~ \ ~ \ I I .1 I I ovERFt.ow / u FUND (YRF) THAT A RECEIPT HA5 BEEN ISSUED TO THE DEVEIAPER i OVERFLOW ~ ~ a AND THE LOCAL 60VI3~T STATING THE NITROGEN BUY DOWN
~ ~ \ ~ \ \ I ~ ~ \ 1 I ~ DRAIN \ ~ \ I -I I ~ \ \ ~ \ I I I I TOP=386.13' DRAIN ~ ~ ~ TOP=386.13 0>>~01 I 4. RA5 BEEN COMPLETED.
~ ~ ~ \ \ ~ I I \ \ \ \ I ~ ~ \ \ ~ I I I DI L J F- DI I ~ IZ. THE PR0.6GT WILL MEET ALL OF THE REd11REMENTS RELATIVE TO
~ \ ~ 1, \ ~ \ TGii 3C \ ~ I . ~ \ I _ \ ~ \ \ \ ~ t 3 J6~,Oi0' I \ I I \ \ TOP-386.Ic \ ~ ~ \ ~ \ \ \ ~ Il \ ~ I I ~i1'1 I (5E>: NOTE 1 TOP=386.13' ~ Q BEST MANAGEh6dT PRAGTK~ES AND ENGINEERED STORMWATER
CONTRACTOR SHALL PROTECT I~JDERf ROUrD ~ ~ \ \ \ 1 \ \ \ (SEE NOTE ~9) u a ~ Q III ~ CONTROL 5TRUGTURE5 A5 OUTLINE IN THE TOWN OF GARY UNIFIED r
GOrM1NIGATION LINES AT ALL COST. THIS LINE ~ ~ \ \ \ \ ~ \ ~ ry Q DEV~OPh1ENT ORDINANCE. (GRAFTER 10, PART 3, UDO). iI-II- / ,
MUST NOT 8E DISTURBED AT ANY TIME DURING ~ ~ roMb \ ~ \ \ \ \ I. 1 ~ GONSTRUGITOM. Si:RVIGE MUST BE MAINTAIN T I \ \ \ - \ \ \ \ ~ \ \ \ ` it ll i
CONSTANTLY THROU6FIOUT THE ENTIRE ~ \ ~ ~ UT~~ \ ~ ~ \ \ \ ~ ~ \ Aga; i II II
DURATION OF THIS PRO.EGT. \ ~ Uf \ \ \ \ 1 \ , I~I~
~ ~ EwsnNS CONroURS
row y \ ~ \ \ ,I ~ ' ~ \`i~ i
~7 ' \ \ ~ \ ~ ~ l \ \ ~ \ ~ I I 1 v v ~ ~ v -v v / .l r I - ~ FINAL GONTOUftS ~ ,
( r V ~ ~ m
v v v ` v v A v ~ I I ~ ~ v v A V I~ . r -r1 r r "r'1 _ ~ _ 'J ~ ~ ~ a~ EXISTING 5URVEY SPOT ELEVATION
~ ~ ~ ~
~ 270.50
o \ \ , \ - ~ , ToG PROP05® TOP aF CURB 5POT B.NATION i 0 ~ ~ / I.
\ ~ ~ \ \ \ ~ ~ \ m i~ I
~4 ~ \ ~ \ \ \ Q~ / ~ 270.50 PROPOSED 6ROUND/PAVBrENT ELIm1/AnON
~ NV=364b1 ~ _ _I5"RZp / ~
~ \ ~ _ ~ 'seo \ \ ~ \ \ \ \ \ _ _ = 2q 5TORM STRUCTURE NUMBER \ INV=364b9'
\ \ \ \ \ ~ `
I \ \ \ \ \ \ \ \ V A , Ew5nN6 STORM DRAIN PIPE . u ,
roP:3bIAb ' • INV IN-369.41 ~ pQ pRpppr,~p STORM DRAIN PIPE
~ \ \ \ ~ \ \ ~ IMIOUi=369.11 r~
~ \ \ \ \ \ ~ ~ ~ \ \ J ~ , ~ l i
~ , ' ~ RD PROPOSED ROOF DRAIN D e
~ v v~ I > r~ xs 1 ~ • ~ 1 ~ ~ ce ~
1'~ ~ v v v> I I / ~ v v~ v ~ 1/ -4-a-- TREE PROTEGnoN FENCE, 5~ C7.1
v 11 1 1 l/ ~\\Z II 1 / i . e
\ ~ I V 111 I D ¦ ¦ GATGH BASIN, 5EE G1.1
v v I v -
v v vv v ~ o 9
1 \ \ 1 \ ~
1 \ \ 1 \ ~ ~ 1 I ~
EXI5TIN6 c~ I l f _ ~ \ SIEMENS OFFICE BUILDING I \ ~ - I DRAINAGE PRE-DEV6.OPMENT P05T-DEV~OPh@lT F05T-DEVELOPh~NT
\ ~ - PARKING DECK IOWER LEVEL At~A W/0 DETENnoN WITH DETENTION IIO MCCALYSON COURT
\ \ I I ~ l - - _ - - - - - - - - , I YR I-YR I-YR CARY, NC 27511
I \ ll~~ - 13 39 0.1
\ I l o~ t \ I \ \ s Zlb Z1.q ~1.q ISSUE SEQUENCE _ _ 3 Ib.l 16.q Ib.q
\ \ GP \ \ N0. DATE DESCRIPTION
15R \ \ I \ \ TOTAL PlgA 38.q -0.I ~ I 2/20/04 ISSUE TO NCDE~IR
YI I I \ \ TOP=386.52' I \ i
INV OUT=382.52' I \ n~
\ ~ \ ~ ~ ~ WATERr~FED~ 5WIFT GREEK `
~ IMPERVIOUS AREA
/ PRE-DEN. 553 AG / ~
Pi05T-DEY.~ 6.4q AG Q4.8'AS INCREASE) i
/ ~ ~ ~i DRAINAGE AREA DE5f.RIPTION
v i I AREA DRAINING TO TfE PROP05ED WET POND
~ W / I ~ ~ REMAINING AREA ON THE 1050 ACRE PARCEL Q 3 AREA FROM 588 AG PARGB.
I /
I ~ DESIGNED BYE ARP I z ~ ~
~ l ~ DRAWN BYE ARP
1C ~ ~ I (Y ~ DATE 2/20/04
1 ~ ~ ~ ~ ~
I Q uJ ~ PROJECT N0~ 1147 I ~ J
/ ~ FILE CD I ~
~ (Y / ~ ~ !LJ /
~ ~ I I 3'
I ~ 0 I GRAPHIC SCALE
0~ I X 1 J ~ ep
Py I w , ~ ~ a ,8 ~ ~ 1 0 /
P 1 0 I i e 1 ~
0 / ~
0 r ~ (>~~r) 1
o ~ I 1 inch ~ 90 tt. i ~
1 / ,
\ 1 /
/ 03-SP-201
/ APPROVED
TOWN OF CARY
s \ DRC Date
Planning Date
En ineerin Date
CLH PROJECT NO, 147

YecOregor Perk ' I. OBTAIN PLAN APPRDVAL AND OTHER APPLICABLE PERMITS. KEEP A COPY 126 &dinhurQh South
OF THE APPROVED PLAN ON-51TE AND POST APPROVAL PLACARD. Suite 910
~ ~ ~ ~ Cary, North CerolUta 27bi1
/ ~ _ ~ _ / / ~ TEMPORARY 6RAVp. ~ RIP-RAP - - - - ~ I 2. IMI AND INSTALL TREE PROTECTION FENCE OR Phona: 818 918_8718 FLAG CONSTRUCTION L TS ! Far: 818 918 7618 H O TOWN OF M COMBINATION 51LT FENCE /TREE PROTECTION FENCE). GALL FOR
\ ~ - J ~ L ~ ~ ~ , FILTER BASIN, 5EE G7.1. - I 0 0 D S ARY TTON. TREE FENCING MUST BE INSTALLED AND IN5PEGTED E+EFORE U G INSPEC IT E 5 P
i7~IR ELEY•347.00 - --J - 1, R IV A A I IT GAN BE 155UED. T GRAD NG PERM E D R IV E
~ ~ , ~ ~ J / _ , , - SEDIMENT STORAGE 450 GF ~ 'P 3. NOTIFY TOWN OF GARY AND OWNER REPRESENTATIVE AND CONDUCT
/ INV=340.07'--- i ~ PRE-GON5TRUGTION GO~ENGE AT LEAST ONE WEfIC PRIOR TO STARTING
CLEARING OR ANY OTHER GON5TRUGTION.
TO SERVE A5 / i~ ~ , ~ ~ ~ \ _ ~ ~n\ ~ / ' - - B}t51Ff ~ GONSTR~(iIION ~ / ~ ~ - ~ ~ \ I ~ ~ 4. INSTALL GRAVEL CONSTRUCTION ~ITRANGE, T8~IPORARY 51LT FENCE,
- - ~ - ' , _ _ _ ~ -S~iB~GE" 7~ DETAIL _ _ _ \ ~ / ~ \ \ ~ ~ -L L ~ - ~ r _ - 5®IMENT BA51N AND TRAP, DIVERSION DITCH AND OTHER hEA5URE5 A5 ,~,~~j1°'"
- SHOWd ON THIS PLAN. CLEAR ONLY A5 Nl_GE56ARY TO INSTALL AND ° GAgp - - - - MAINTAIN THESE DEVICES. OBTAIN A CERTIFICATE OF COMPLIANCE. ;
- - - ; Q N~.•9
~ 5. BEGIN CLEARING AND 6RllBBIN6. MAINTAIN DEYIGES A5 NEEDED. ~ Q r ~ < • `1_ S A~.
- I III I i / ~ / ~ ~ b. ROUGH TRADE 51TE. INSTALL INLET PROTECTION DEVICES A5 STORM DRAIN a ' s ~j .
- G2 ~ ~ III / / - / ~ / ,-r, ~-^X _ - X ~ _ _ _ - - - ~ , SYSTEM 15 INSTALLED. ONCE STORM DRAIN 5Y5TEM 15 INSTALLED, COMPLETE ~ ~ ~ ROUGH GRADING. ,~•j, o 0,<~ei`
- 1 I I / / / / / / , - - _ ~ ~ I •l J I I ~ / - ~ / / / -PARKI~TC DECK UPPER LEVEL •~h,yl~~r~•.
_ ~ •II/ I ~ ~ ~o / / _ v 1 I l l I m ` , '1. INSPECT ALL MEASURES AND DEVICES WEEKLY AND AFT@Z ALL RAINFALL ~~F? ~ .G`~
? _ _ ~ A ~ I ( / / / / / EVENTS. MAKE PROMPT REPAIRS A5 NEEDED. , ~ Z
- N ~ III / / / / , 8. STABILIZE SITE A5 AREAS ARE BROUGHT UP TO FINISHED GRADE WITH
- - ~ _ ~ B2 ~ ~ , / / ~ ~ 0 V 11 _I I ~ I I _ - - ~ ~ ~ I I / I VEGETATION, PAVING, TEMPORARY DITCH AND SLOPE LINING, ETC. 5EE SLOPE
- II I ~ 1 J/ I- / AND 5URFAGE 5TABILIZATION NOTES LI5TED BELOW. i ~
` ~ ~ • I I BI •I / ~ I I ~ I I.l ~ I I / / / ~ 4. INSTALL OUTLET PROTECTION AT PIPE OUTLETS AS INDICATED ON PLAN.
I fl ~ / t ~ ~ I I ^ n~ `
\ ~ \ ~ ~ / / / ~ ~v \ 10. WHEN CONSTRUCTION 15 COMPLETE AND ALL AREA5 ARE STABILIZED, GALL
. ~ \ \ ~ 1, \ ~ 1 I / / FOR INSPECTION. °
~ 1 ~ ~ mil IL WHEN SITE 15 APPROVED BY INSPECTOR REMOVE SEDIMENT FROM WET
~ ~ \ 1 I/ I I I I ~ J ~ ~ ~ DETENTION POND AND GRADE TO FINAL CONTOURS. INSTALL POND PLANTING5
\ \ 1 1_ ~ I 1 I I ~ / ~ Q IN6 ~ i U T IN AC.GORDANGE WITH THE 51TE LANDSGAP PLAN. APPLY SEED AND ~ \ I / 2 4 INSTALL TEMPORARY MATTING OVA ANY REMAINING DISTURBED AREAS ON
\ ~ \ \ - 1 ~ I I ~ \ 1 ~ \ \ I 1 ~ I ~ W ~ \ 6 \ \ 1 ~ I 11 1 I w ~ / ~ Q SITE.
~ ~ ~ \ 0 1 ~ \ I, 1 1 I I _ Q ~ ~ \ ~ \ \ 1 ~ \ I 1 I I ~ I Q / / 12. ONCE REMAINING VEGETATION 15 ESTABLISHED, GALL FOR A FINAL INSPECTION
~ BY INSPECTOR TO OBTAIN A GERTIFIGATE OF COMPLETION AND REMOVE
~ \ t ~ \ ~ ~ 1 1, I I I \ \ \ ~ ~ I \ Z ~ ~ ~ v ~ ~ ~ ~ 1 1 1 I I ~ \ \ ~ \ ~ \ \ T I \ I I Z ~ REMAINING PERIMETER I~EA5URE5. w
~ v v~ v A l I ~ aL \ ~ ~ v~ v ~ A v v v v.I I I I I 1 A 1 } ~ fY w m
v \ ~ 1 I ~ ~ 7\ ~ ~ ~ \ \ \ \ ~ \ I 1 I' I I ? ~ ~ ~ V ~ ? V ~ I I I ~ I ~ J I
3 ~ V~ v~. v v V I I I ~ ~ v v v I I I .I I I Q ? ~ ~ v v ~ ~ A 11 1 I I I [L ~ fY l
\ ~ ~ I I ~ \ \ \ \ 1 I 1 1 ~ ~ w I
~ \ ~ \ \ ~ \ \ \ \ 1 III. \ I Z \ ~ \ \ ` \ \ \ \ ~ 1 I I I \ Z Q ~ I. DuwNG ALL PHASES of GoNSTRUGTTON, PERM,4NENT 6ROUNDGOVER jZ OR OTHER DEVICES OR 5TRUGTURE5 SUFFICIENT TO RESTRAIN ER0510N
~ ~ ~ 5HALL BE PROVIDED ON ALL DI5TUR8® AREAS WITHIN 15 WORKING
~ ~ DAYS OR 80 CALENDAR DAYS (WiIGI~V13i PE3tI0D 15 5HORTEW FOLLOWING A TB~IPOR,4RY OR PEiih1AJ~IT STOPPAGE OF GRADING '
v v ~ \ I ~ v A v I I V ~ ~ WORK IN A 5PBGIFIG AREA. J t l ~
v v~ v 1\ v v v v I I I I I , p ~ A \ \ I 1 \ 1 Q ° OJ I 4 2. GUT AND FILL SLOPES 5HALL BE STABILIZED WITHIN 15 DAYS OF ANY
v \ v I I ~ A \ ~ \ v I V I I \ ~ \ ~ ~ ` ~ \ \ I I 1 I 1 \ I C ~ I J PHASE OF GRADING.
\ \ \ \ \ t\ \ ~ \ l "I 1 I I Q ~ Q 3. THE ABOVE REQUIRB~ENTS ARE THE MINIMUM NEGE55ARY TO MEET
\ \ \ \ \ 1 \ , II II N @i051ON AND SEDIMENT CONTROL REGULATIONS. THE CONTRACT
1 ~ ~ v~ v ~ I ~ ~ A v 1 1 v, II ~ Q DOGUNENT5 INCLUDE ADDITIONAL 5®IN6 AND 5TAE8LIZATION II it / / REQUIREMENTS AND SCH87ULE5 WHICH MAY EXCEED TH05E ABOVE.
~ I ~ ~ ~ V A \ V 1 ~ II II
4. SLOPE ER0510N CONTROL MATTING SHALL BE INSTALLED FOR II II TEMPORARY STABILIZATION DURING THE ESTABLISHMENT OF
~ \ ~ \ \ \ y \ ~ - N-- I~- - ~ VEGETATIVE Gc~ oN ALL STEEP SLOPES !6, I OR STEEPEf~.
~ \ - ~ \ 9~' GRAVe. GONSTR ENTRANCe ~ \ i 1~ ~ ~ 5. INSTALL MATT!?x7 PER MANUFACTURERS INSTRUGTION5.
~ \ ~ ~ ~ ~ \ \ \ 5ff DETAIL 5FIEET Ci.l. ~ \ \ \ t i
1 \ \ I I ~ A v A ~ ~ V v A \ , v ~ l I I I '
~ 'm ?~I ~ ~ -r>,
T TEMPORARY 5EDIMENT TRAP ~ \ \ \ ~ ~ ~ ~ \ \ \ \ \ ? ~'r It~'1 ~ SEE DETAIL SF~T G1.1. ~ ~ ~ ~ 3 ~ \ ~ \ ~ \ ~ ~ ~ ~ ~ ~ ~ t~'~ / i
\ \ \ \ ~ ~ ~ ~ ~ ~ '0 ~ I. THE GONTRAGTOIt SH~V.1. COMPLY WTTH ALL STATE AID
~ ~ TEMP. INLET PROTECTION DEVICE \ ~ ~ 1 \ ~ ~ \ o ~ ~ ~ ~ ~ ~ \ ~ ~ \ ~ LOCAL CODES Ik 086ERV119 El~.oION GONTTdOI hEJ~61r1iE5 ~ ~ ~ ~ 80TH ON AND OFF 51TE.
• ~ 5EE DETAIL SHEEP G1.L 1 \ ~ \ \ ~ ~ \ \ \ ~ ~ ~ / ~ 2 THE CONTRACTOR 5HALL MAINTAIN ALL ff~.ilON GOITiROL
\ \ ~ m / / DEVICES AF1Elrt EACH RAINFALL~EVENf OR A5 ONiEGT® I /
TEMP. DIVERSION DITCH / BERM ~ \ \ \ ~ \ ~ ~ ~ ~ ~ 5EE DETAIL SFCET G7.1. ~ ~ ~ \ \ \ \ \ \ \ ~ ~ ' ~ ~\~d~ ~ j / BY LOCAL AUTHORITIES OR ARCHITECT. ~ ~ ~ p
. ~ NV=364b1 _ 15"R~p t1 / 3. TOf11L. DI511lRBE4J AltFlu 1.44 AGRE5. \ ~ _ - _ / ~ 4. ALL OP@I STORM PIPES SHALL BE PROTECTED WITH STONE
TEh4'~ORARY 51LT FENCE ~ ~ \ ~ _ ~ \ \ ~ \ \ \ o \ 5EE DETAIL SHEEP Gl.l. ~ ~ ~ ~ \ \ \ \ \ ~ ~ ~ ~ INV=364b9' ~ ~ FILTER PA0IEGTION AFTER WORK STOPPAGE EACH DAY.
~ ~ ~ V A \ V A 5EE DETAIL. . GI ~ i 5. ALL 5TORM DRAINAGE PPE5 5HALL BE THOROU6fILY
\ \ V A , TOP=3l~Ab ~ FLUSHED OF Ai.. St~IhfaTT FOLLOWN6 51TE STABILIZATIOM.
P~I~T OUTLET PROTECTION \ \ ~ ~ \ ~ \ \ \ \ \ 5EE DETAIL SF~T G1.4. ~ ~ ~ ~ • ? O ~ ~ \ \ INV IN=369,91' ~ , INTERIOR FLUSHING OF 5Y5TEM SHALL BE PERFORMED
\ \ \ \ 1 ~ • If'N OUT=369.11' ~ ~ AS NEEDED TO MAINTAIN PROPER FUNCTIONING OF THE
_ ExISTINS GONrouR ~ ~ \ \ I ~ ~ . ~ ~ ~ , ~ DRAINAGE 5Y5TEM.
/ \ \I 1 \ 1 1 ~ ~ i 6. ALL STRffT'5 IN FRONT OF PRO.FGT WILL BE KEPT GLEAN AT ~ e • ~ ALL TIMES OR A WA5H 5TATION WILL ~ REd11R®.
~i FINISF~ CONTOUR H5 \ \ I I I I ) / ~ • \ \ \ ~ 1 I / ~ ~ ~ ~ T. ALL STORM DRAIN FIZAhES, 6RATE5, AID HOODS SHALL D e 0
\ \ I 1 / • TEMPORARY CONTOUR \ II I 1 l / / ~ I • • ~ ~ ~ BE STAMPED WITH 'DRAINS TO RIVE' IN AGCARDANGE WITH
. 6RADE5 DURING CONS > \ \ i 11 1 / ~ ~ (TEMP TRJ o \ ~ I ~ ~ ~ ~ TOWN OF GARY 5TANDARDS. . e
\ 111 I / ~ D 8. THE 15 NO FLOODPLAIN LOCATED ON TRACT I OR TRACT
\ \ 1 \ \ \ 1\ \ 1 ,-o«~~ \ 9 0
eaLa~ \ \ \ \ \ ~
~ - I \ \ I ~ _ I-
_ ~ ~S~ ~ ~ EXI5TIN6 0~ I ~ I ~
SIEMENS OFFICE BUILDING ~ \ - - I \ --I~ I. ALL ER0610N AND 5EDIMENT CONTROL hEA5URE5 51iN.L 8E
r~ ~ \ UJ _ PARKING DECK LOWER LEVEL ~ FOR srABWTY ANV OPETiATION FouawNS EVERY 110 MCCALYSON COURT - - - - - - - - - - - T~IAIOFF`PRODUGIN6 RAIIFALL BUT W No CASE LE56 THAN ONCE
I ~ l 1 EVERY WEEK ANY NTH REPAIRS SHALL BE MADE TMMB)IATEI.Y CARY, NC 27511 TO MAINTAIN ALL hEA6URl?5 A5 DE516lED.
~ ~ I ~ _ I ~ \1 ~ ~ l o ~ I E EQUENCE '
I I ~ r~~ z. REMavI: FROM SEDIMB~T TRAP5 AND BASINS Wi@J SSU S STORAbE GAPAGITI' HA5 BEI31 APPROXIMATfiY 5016 FILLID.
_ ~ \ ~ \ ~ GLEAN OR REPLACE GRAVEL FU.TER W~EII TIE 5®IMENi POOL N0. DATE DESCRIPTION - - ~ ~ NO LONGER DRAINS PROPERLY.
I \ ~ I 2/20/04 ISSN= TO NCDENR
I I \ ~ I \ ~ 3. REMOVE 5EDIhENT FROM MIND SILT FENCE W~@I DEPTH REAGHE5
I \ ~ \ b-INGIES AT THE FENGF. R~NR 51LT FENCE A51EGE56ARY TO ~ MATNTAIN A BARRIER
~ \ / 4. ALL SEA AREAS 5HALL BE FERi1LIZED, RED A5 ~ IEGE56ARY, AND MIrLGF® ACCORDING TO PRO.EGT SFKb
/ ~ ~ TO MAINfANt A VIGOROUS, DEN5E VEGETATIVE 6ROWTII / ~
/ ~ ~ ~ s. MAINTAIN TREE PROTECTION FENUN6 TIROU6110UT DURATION aF
/ ~ ~ ~ carsTRUCTTON.
/ u
/ w i Q
I ~
I ~ - DESIGNED BYE ARP 2 / ~ I /
I ! / DRAWN BYE ARP .IL ~ J ~
I !Y w DATE 2/20/04
l ~ ~ / ~ ~ / I Q w / PROJECT N0~ 1147
I ~ J au~an?n
~ / FILE CD I ~ / / ~
I ? w ~
i ~ / I ~ ~ 0 0 I cn I p /
4~ GRAPHIC SCALE I k I J / p
~ 0 0 e w ~ ~ ~o o ~ ~o eo
Py ! ~ / 1 /
P I I ~ 1 ~
0 m (INS')
I , ~ 1 1 inch = 30 ft r /
o 1 /
~a
03--SP-201
APPROVED
TOWN OF CARY
~ s ~ ~ DRC Date
a cx a P=4-DaW
Date X99
CLH PROJECT NO, 9471

P I lH
9'0 1 I 18'P 18'P 13'P ~ I
10"0 I I YncCregor Pert 125 Edinburgh South
13'0 I I 22 0 PLANT IIST Suite 910 Cary, North Caroline 27611
I I 13'0 I I KEY QTY PLANT NAME 51ZE REMARKS Phone: [phone]
H Fe:: 818 919-7618 0 " M SPA, 12 O.G. O LT 1718 LILY TURF 3-5 BIBS
100 90 ~ ~ ~ TYPE G BUFffER YARD - - I OD SU IT A CONT. ES LIROPE 5PIGAT P RI V
EXISTING DEN5E PIPEMARD FOREST ~ ~ TO 9E USED TO MEET REQUIREMENTS ` AT E D 3-4 HT. RI LP II LOBLOLLY PINE FULL PI-ANTS V E
,0 'b q"0 15'P PINUS TAEDA GONi'. SPADED A5 5HOWN 5G 18 5A5ANG1IiA CAMELLIA Z4'~90' HT. FULL PLANTS
I60 ~ ~ 24 CAMELLIA 5A5ANQUA 'YIX.ETIDE' CONT. SPADED b' O.G.
5H 14 STEEDS UPRIGHT HOLLY 24'-30" HT. FULL PLANT'5
13'0 IS'0 8'D ~ \ ~ ` 0 ~ ~4 ~ 12 0 9 0 ~ ~ ILEX GRENATA STEEDS' GOVT. SPADED S' O.G. SO 5 SHUMARD OAK Z'-2 I/Z' GAL. BtB, STRAIGHT TRUNK
"0 15 0 '10'0 _ ~ - - _ _ ~ ~ QUERGU5 5141MARDII 10'-12' HT FULL GRONN
10'0 15p II'P 10"0 ~ ~ - ' - - _ _ VL '14 VARIEGATED LIRIOPE 3~5 BIBS SPADED 12' O.G.
i'0 9'0 ,0 \ ` 16 0 P-II I _ _ LIROPE MUSGARI WARIEGATA' GG'NT.
L ~ B ~ ~ VL-54 / 19'P WM 43 WAX M'fRTLE 30'-36' HT. FULL PLANTS 14'P MYRIGA G~IFBiA CONT. 5PAGED 5' O.G.
o" 0 WO-I ~ ~i ~ / WO 1 WILLOW OAK 2'-Z I/2' GAL. FULL GROW~1
~ ~ '0 ~ / QUERGUS PHELIAS 12'-14' B t B 5TRA16HT TRUNK
'0 ' PARKING DECK UPPER LEVEL
E
SH-8 I The owners Of the 1 their Agents, hek•s or asskgns shall be respomble for the hstallatlon, preservation, and
5H-6 1 I . mahtenance of all plant) and physlwl features shown on
I_ I I ( I ~I hM-43 I I ~ I Ib'P ~ I I I I I I the plan. The owners sha I be re ble for amual mahtenance of the vegetation to lode but not I~nlted toy
I I I j l l VL-20
a. Fertlllzatlon~ Fertlllze lawns twbe per year (Feb. 15- Mar. 15 !Sept. I-Oct. 3Q accordkg to loll test. Fertlllze
12'P I I Lr-204 Worm seQElOn gasses OnGO during growing season per
, 9 0'0 14'P q,GYp 23"P 9 0 p loll test.
9'0 -10 LT-3b0 • • ~p '0 ` o b. Prunhg~ Pruehhqq shall be Ilmited to removal of dead anct`es fOr trees Or fors t Ihes/safe ~ ~ wood or br ty
'P 23'P 25~p II'0 , , WO-I T' 15 0 19'0 w ~ reasons. The 5higo standcrds should adhered to. The ~ ~Y Q of shrubs shall be Ilmlted to Hate to
12"P 12'P , - 12'0 v u z prunhg Pru^In9 ~ v z ~ mahtah the natutal shape of the plant except For sheared
15"P 0 - ~ ~ ~ 150 uJ 0 Q hedges.
15'P ~ ~ 18,P 014 12 0 Q c. Pest Gontrol~ Pre-emergor~t weed control for lawns and shrub beds may be applied h February. Ghemkal treatment
qp 10'0 ~ \ 210 For hsect hFestdtlon and disease be Iled and shall Z. J ~
12'P \ ~ ~ 9'0 9'P 80 ~ ~ be specifb to the problem.
II'P IS'P WO-I u I"0 Q~ ~ d. All above ound utll u t and facllltbs assock~ted with
10'P ,P 14 0 18 0 ~ ~ g ~°a 1JJ on-site electr~, cable, telephone, gas or other sknuar utmty ` J shall be located h the side or rear ared of the site and
20 ~ ~ 15'P 3"P Q ~ Q ~ screened, to the extent possble, w ever een planthgs.
23'0 IT'0 ~ Pla~thgs shall allow for a mhh~um of a 5' c earance around IU ~ u.l the structure to allow for accass. Addltlonalk~, aaxxe~ sloe of the
T-Ib 18 0 bOR (typJ L 5 II'P ~ z ~ structure hav a door or i the knt shelf allow for Z Q ~ h9 ~ P ~
WO-I 18'P 12"P 18'P ~ [Z a 10 clearance. The amount of clearance shall account for the ~ ~ ~ size of the plant material at mabx•Ity.
13'P In ~ ~ ? e. Mowhg~ Pr Fescue lamb shall be mahtahed at a height
9'P 21'P • . u of 3 and shall mowed xh~atel 30 thles a ~ ~ ~ ~
8"0 , LLI II O 10 0 Q Secondary turf areas may be mahta highor and less Q frequently. Worm season gasses shall be mowed as needed
15'0 II'0 13b 19'P durhg the gow season to mahtah the reconniended height
100 ~ / , ~ of the specbs turf grass.
i 10'P 0 ~ _ ,0 2 t ~ Avoid excessNe htn~slon hto the root zone 4 f. Plait Protec Ion ~ N area of established plantings.
SATIFYS TIC r 16q' VEHICULAR USE ~ ~ ~ WO•••I r Q Failure to mahtah all /anti h accordance with this Ian ~
AREA PARKING 0 ~ _ LT-149 18'P ~ ~ ~ p ngs/fled Devel t Ordhrnce and of the On constitute a vblatlon oilmen
REQUIREF9TIT5 IOp ~ 20'P 200 90 , may result h flies.
/ _ _ 8p 15'0= 15 0 GENERAL NOTES ~ 9'0 n,p n o ,
a. No to t of thb site Ian, hclud but not 10'0 P h9 Itniked bulldtg ebvatkxa ~ ~ , ' ~
"0 ( (especlalk~ colas, I or utllltles will be made wlNaut UT~
the al of the Revbw Group of the ~ 14"P 14'P , of Dove 5er'vkesr `P -~I~' TE ION NOTES TREE rR0 CT
b. The slie of the lantY~q area and sw of lant material p q p ~ . - ..r.. . ~ - J PRO TION FENCE SHALL BE MAINTAINED ON
at stalPallow tar 5 foot av from moturlty a 2 erhang >t, 9 0 -r I. THE TR!5= TEG THE 5iTE UNTIL ALL 517E WORK 15 COMPLETED AND T}~
the back of curb. 50-5 'P ~,0 ~ i9'P IZP 18'0 FINAL. SITE II~PCGTION PRIOR TO THE GEftTIFIGATE OF OGGUP~4NGY (GO)15 SGT. THE F~IGIN6 5HALL BE
c. All tree protectbn fenckg shall be mat~alned until all site I ~4p qb Ilb work b canpbted h'0 ` k. 0 ~ ~,G~ REMO'V® PRIOR TO fgNAl. SITE If~PGGTTON FOR TFE GO.
Tree lion f shall be removed to the fkial P~ ~9 P~'la' 10'GYP ~ ~ 2. TO MINIMIZE DAMAbE TO EXISTING TREES NEAR THE
site hepectlon far the certificate of occupancy (GOJ. \ 23'P 26'P . INTE1ilOR EDGE OF BUFFER5 AND 5~, T}f GONTRAGTOR SHALL GUT MINIMUM TRENGFES ALONG
d. Mha^e exbthg vegetation fall to Mictlon as uatotj , required, pe, buffer type A, B, G, and 100' are ~ 14'0 M• ~ LT- q,0 0 14 r 10 0 ~ ~ THE LIMITS OF DI5TURBANGE, 50 A5 TD GUT, RA'Tt~t
corrklor' buffer) the Gary 51te k~spector reserves the right ~ i, 12'P 3 Q THAN 1 EAR ROOTS.
to rec~ire supplemental plantingb h addltbn to those shown ~ ~ ~ II"0 tt'P 8 0 21'P on the PI~I^9 Plat based on actual fold condltkxls. ~ ~ , 21p 18,0 ' ~ 3. NO TRH SFIALI BE LOCATED WITHIN A ROADWAY RIGHT- , z`~ , ~ OF-WAY OR WITHIN 5 OF A SIDEWALK.
~z QO
` ~'P , I by 0 0 ~ ~ 10'P ii u ? ,
II'P 'P 10'0 I6'0 ~ ~ ~ 22'P 21'P `
~ 14'0 ~ ~ ' PEN TES: ' ? LANDSCA
\ h'0 ` ~ ~ ~ ~ , ~ I. LOCATE ALL EXISTING UTILITIES PRIOR TD INSTALLATION OF ~ ~ ~ ~ PLANT MAT~IAL. NOTIFY OWrER OF ANY DISGREPANGIES ~ 0
t~ BETY~EfN FIELD CONDITIONS AND THOSE SHOW) ON THE PLAN.
\ NS ~ ~ 8'p 13'0 ~ ` ~ ~ ~ 2. VERIFICATION OF TOTAL QUANTITIES A5 5FI01"N ON THE PLANT D 0 O
~ ~ ~ LIST SHAil BE THE RE6PON5181LITY OF TtIE GONTRAGTOR ~ ` ~ AND THE TOTAL g1ANTiTIES 5HALL BE A5 SHOWN ON THE PLAN.
Z 22'0 8'0 p e ~ ~ 3. THE TOP 51X INGFES OF LAWI AREA5 5HALL BE M~rDED
r 12'0 ~ WTH 3 OF TOPSOIL.
~ ~ ~ cA v~'' ~ 4. LAWN AREAS SHALL BE SffDED WTH GOhA~ION BERMUDA 9 0
~ou.Ar~ ~ . \ ~ 20'P 9'0 ~ ~ GRA55 q5~ GONERAGE (BA5ED oN A P~ SQUARE YARD SAMPLE)
~ SHIU.L BE ATTAIN PRIOR TO FINAL INSPECTION.
i ~ s EXISTING ~~'o 5. ALL PLANT MATEWAL SHALL CONFORM WTN THE 5TANDARDS
SIEMENS OFFICE BUILDING J 9'0 5ET FORTH BY TIf AMBtIGAN A560GIA1ION OF N1R5ERYM~I AND
~ , C~ PARKING DECK LOWER LEVEL ~ SPEGIFIGATIOrS. IIO MCCALYSON COURT
v'~ b. CONTACT THE LANDSCAPE ARCHITECT FOR INSPEG?lON AT THE CARP, N 2 I FOLLOWING INTERVALS=
- REVIB'i aF GRADING PRIOR TO PLANT AND LAW1 INSTALLATION. - REVIEW of CONDITION aF AhENV~ SOIL PRIOR TO IAWN ISSUE SEQUENCE
cA INSTALLATION.
N0. DATE DESCRIPTION T. PLANTING BEDS TO BE MULCHED WTH A MINIMUM OF 3' OF
TRIPLE SF~DE~ HARDhI00D MULCH. ALL PLANT GROUPINGS I 2120/04 ISSUE TO NCDENR
SHALL BE MULCHED A5 Of•E BED.
8. ESTABLISH POSITIVE DRAINAGE IN ALL PLANTING BEDS AND AWAY FR,C+M BUILDINGS.
q. APPLY PRE-BT~6ENT H~iBIGIDE TO ALL NEW PLANTING 8ED5 AT MANUFAGTURER5 REGOMhEf~D RATE PRIOR
TO INSTALLATION OF MULCH.
Jy 10. DO NOT INSTALL PLANT MATERIAL IN IMPERVIOUS SOILS,
J p.e. HOLES WIIGH ,WHEN FILL® WTH WATfR, DO NOT 1C GOhPLETaY DRAIN WTHIN TWO HOURS)
U SFIALL. BE A MINIMJM
UJ II. ALL PLANT MATEttIAL (515)
Q DISTANCE OF 4 I/2 FEET FROM BACK OF CURB, EXCEPT ALONG NEW WALLS ADJACENT TO PARKING WHERE GARB 5TOP5
WLL ~ US®. DESIGNED BYE ARP
_2 12. THE 517E SHALL ~ STABILIZ® AND SEEDED PRIOR TO TfE DRAWN BY~ ARP
~ J ISSUANCE OF A GBtTIFIGATE OF OCCUPANCY. Qi ~ \ uJ DATE 2/20/04
~ ~
Q \ UJ PROJECT N0~ 1147 J ~ CD
~ FILES
Z ~ uJ
~ ~
~ ~ GRAPHIC SCALE
,~0 ~ J o e 111 ~ o ~a ~o eo ~zo
Py Q~
P~ D 1
0 IN FEET
0 1 inch = 30 !t»
~ ! ~ 1
03-SP-201
APPROVED
TOWN OF CARY
DRC Date
Planning Date
Engineering Date
O,cq CLH PROJECT N0: 1147

CLH DE4CN, PA
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Planning Date
Engineering Date
r
CLN PROJECT NO, 947

• NSF MacGRE~6pR PARK OYlJERS A550GIATION - GURVE TABLE -
DB 5115, PAGE 261 GURVE RADIU5 LENGTH TAN6EIJT BEARIN9 GHORD f)ELTA 1
PIN. 0152.93-I?bl ZONEDr Ot I WIN9TON I WIN9Ta7N 5Pt', LLG - G/0 - KPMB, W' o " o ~ " Nec(3 r Pert[ ~ pq~ GI SDAO 60.42 34.52 560 4853 W 5661 bq 1422
PIN. o~i62-q2-I40'f G2 25.00 18.92 q.94 N4l'53'3'1"E 18.41 43.21'4q" '126 bank South Suite 910
G3 Z10.00 q24 462 N70°33'20"E 9.24 I°51'3q' Cer~ North Ceroliae 1f7611
LoT G4 50.00 64.66 37.15 583°34'38"W 60.25 74°0556" Phone: [phone]
~ G5 25A0 18.24 9S5 Nbl°25'48"E 11.84 41°48'16" Far: 918 91D-7618 G6 671A3 53q.31 28468 NI5°38'11"W 525.16 45°38'26"
~maunaq
p~1~ C~~ Q~
~ SS ~ 0 Fti rp °°2
~ 9
• ~ ~ I SEA ~ ° " °
~ ° • e
• ° ~~0 °FN(iINE~.°°°~~
~ - - I HOMEyy DMEIN 0 OOD S ~c P UITES P / , Q RIVATE W R.
- _ _ DRI1/E / ~ , I ,py / 13
r- \
' / _ ` _
/ \ j 1 ` ~ . k~ ~ ` ~ ~ ~ d
/ ~ \ 2 ply
/ I U'®~ ~15~~ o~ 1
I- - / 1 J
/ WEf POND \ 1.ar a~A . seen Arr~ ~
\ / CC~~1'~UC'~G011~
~
. \ ~s
~ NIP ~ ~ 1 s TRATti91G iHG1FI0LOdILS, ING. I 1 vs eeso, PAST r~2o
918+615 REAL E9TA ING. 1 ~ 1 . ve r,1o2, PAGE i~o Plw orss-nom
Plr~ oi5s-as~+29o \ \ u ~ ~ \ u ~ / zat~r ot1 ~ w ~ z~ ~
\ \ J LOT 218
~ ,1 \ I c~ 21 \ - z ~ I ~ . ~ ~
0. r\ ( Y ~ . W ~ \ ~ . . 1 LOT 21 10.500 AGRE5 ~ \ a ~
~ ~ \ ~ ~ ~ \ Q .l ~
~ \ ~ \ I ,i%tr
. ~ \ tjr r ~ \ 1
1 1 1 r a ~ `
~ \ ~li;~li
! \ t 1 ~
/ \ l 1 \ 1 a ~
~ \ N!F 1,,,,, r~ac~eoR PARK ow~9 A550GIAT10N I 0. \ PROPOSED \ 1,,,,, 1
DB 5115 PAel3 261 , ~ PINT 0152.99-12b1 74 SPACE \ I a ~
zoN®~ ot1 PARKING LOT \ I 1
~ FOR TRAINING ~ ~ - - - - - - - - / CENTER ~ \ ~ ' ~ _ , SIEMENS ~ . ~ ' Cn TRAINING s
k \ 1 \ ` CENTER 1 ~ ~ 1
R I«'~ ~ ~ ~ 1 ~
~ \ 1 ~ 1
\ ~ \ 1
~ \ ~ 1 _ ~
~ ~ ` 1 i 1 a
\ - 1
~ 1 \ ` 1 1 ~p$ 1
S \ 1
1 \ 7` V~ D ~
SIEMENS ~ an' k
OFFlCE \ ~ BUILDING y
t ,qt. ~ 0 f J
,i,~ \ I - - ~ dd" - - bi ~ 3e~ty ~ ~ ~
I ~ ~ ~
1 1 ~ ~ ( `
~1
i \ v\ . ' ?S
~ ~ I h' \
1 I \ I 1' ~
~ I ~
I
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1 ~ Y \ p a
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~ 1 1 l 1 SITE
~ ~ i 1 I •
~s ~ \ ~~,r 1 ~ 1 I
~ g ~ ~ _ J MacALY50N GT. ~ IIO MCCALYSON CC)URT - H GARY, NC 27511
~ ~ 1 o~
,1 ~ / ~
r1 ~ ~ ~ ~ \ 0 ISSUE SEQUENCE VICINITY MAP U
~ ~ g ~ \ ~ No. oaTE oESCa~PrION (NOT TO SCALE) Z
\ ' ~ 1 I 1016/03 ISSl1r FOR 1ST REV~W
~ ~ ~ } 2 t/24/03 ISSUE FOR ZIP REVEW
ruwnr~, RCAI.TY r DUILDIN9 coFpN+r, INC.
~ ~ ne b~s-e ~
i t zoNea e-s
i IAT ~ ~
/ ~ / ~
/ 3 / ~ `
'6 ~ / ~ ~ / ~
~ ~ ~
NIF Mac6RE60R PARK OYiNERS A550GIATION ~ /
DB 51I5, PAGE 261 ~ ~ / -may. PMr 0152-q3-I261 NOBI3. EOUGATION D1'NAMIG5r ING. ~ / / / ~ DESIGNED BYE ARP E~
Z01~ Ot DB'ib IB, PAeE 996 ~ / ON oRr DRAWN BYE ARP ~ V~
PIN. 0152-93-1420 ~ ~ / ZONEflr 0!I ~ /
\ i ~ .i DATE% 10/6/03 ~ ~
~ ~ / ~ ~ - PROJECT N0~ N47
\ i / FILES CD
~ ~ OWNERS I ESTATE ING. / 5 EhENS REAL' ACREAGE EX IMPERY 186 WOOD AVENUE SOUTH TRACT I 10.50 AG 3.12 AG EX IMPERV NEW IMPERI/ TOTAL IMPERV DI5TUR8ED
15ELIN, NEW JERSEY 08830-2125 TRAG? 2 5,88 AG 2.41 AG 3.12 AG 0.14 AG 3.86 AG {36.80 I.Iq AG 2.41 AG 0.22 AG 263 AG 144: lA~ 0.30 AG ~ O a
TOTAL 16.38 AG 5.53 AG LOCAL CONTACT ADDRE55~ 5.53 AG O.qb AG 6.4q AG 1.4q AG
114 MAGALY50N COURT IN THE SWIFT GARY, NG 21511 -THIS 511E 1510GATID 7 IN TF~ SWIFT GREEK WATERSF~D, URBAN GLA551FIGATION. ~
ROBERT V!!RBURGT ~ ~ MAXIhIlM IMPERVIO fIMUM IMPERVIOUS AREA NOT TO EXCEED lOAS. A WET
DETENTION POND Ig BEING CONSTRU qlq-Siq-2'104 -THIS PROJECT IS A PARKING LOT E7 ~INe CONSTRUCTED A5 A PRIMARY TREATMENT SY5TEM. ` p a 'ARKIN6 LOT EXPAN510N. THERE WILL BE No GRAPHIC SCALE ~
/ DE9IGNER~ GLH D>:516N, PA ADDITIONS TO THE EXISTING BUILDIN 125 EDINBURGH 50UTH, SUITE 310 KISTINB BUIIDIN85.
GARY, NG 2'1511 -THE EXISTING PARKING LOT MATS ~ 16 LOT MEET'S GODS, HOWEVER THE TRAINING ~ ° 28 w 100 200 ~
01J»odW DAn1Al~ AF - dld-?lld~'til, FOrll 11"f nAFRATF~, IN A MANNER T IU A MANNER THAT REQUIRES ADDITIONAL PARkIN6.
PROJECT NA PARKING EXPAN51ON ME 5IEMENS PARISIN& 241 FEET 03-SP-201
ARY EXI5TING SPACE5t 241 G PROJECT NO 03-SP-201 5PACE5 DEMOLMHM 6 (5 IN 6 IN DECK l 1 FOR AGGEssIBLE sPACE sTRIPIN6) APPROVED
REAL 10 NOt TRACT It 0152-63-42CIO PROPOSED SPACESt 16 (141 TRACT 2, 0152-82-1144 TOTAL 5PACE5t 510 (NET 16 (14 IN NEW LOT t 2 IN DECK FROM RE-sTRIPIN6) 1 inch = 50 A. TOWN OF CARY 310 ITET INCREASE OF 10 SPACES)
51TE A00RE55t 110 MACALYSON COURT UTIL1TIMs TRANS WORLD RAP10 DRC Date
SITE ZONIN6t 5-20 041 THERE ARE NO PUBLIC OR PRIVATE V6,4626, PAGE 21 G OR PRIVATE UTILITY EXTENSIONS/I~ PINS "2-12-6802 Plannbg Date
PROPOSED LAND USEt OFFICE A550CIATED WITH THIS PROJECT. os PROJECT, zap, PEa Enginwhg Date
CLN PROJECT NO, 147

'~i
~ I 9b 18'P 181' py, ~~f I I I. ALL UTILITIES OR 5TRUGTURES NOT INDICATED FOR REMOVAL OR Nac(fregor Parlr 12b 6d1nb h South
a'0 I I MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE, 3ulte 910 ~
~ I I ~,o - 13 0 GENERATED FRAM DEMOLITION AGTMTIES Carp, Na~rth CaroJlna 27611 2. ALL WASTE MATERU4L Phone. [phone]
, 1 a I 155MN SHALL BE DISP05ED OF OFF-51TE IN AC.GORDANGE WITH ALL Far. 918 918-7618
13'0 ' ( P WM=341.13' 18"P ~ r ~ 1 ~ ~ I INV IN=331b0' (FROM 51iF~ ! H APPLICABLE RllLES AND REGULATION5. o M 0
/ \ I"0 2 , ~ 94q,0 ~ I INV IN=331.03' OFF511E) \ ...r i , ~ (FROM J- \ J ~ INV OUT=3331A3' (TO OFF51TE1 0 Q ~FF51 S x IT ES ARY P SURVEY INFORMATION wA5 TAKEN FROM A E>g1ND RI 3. EXISTING V >FF51 AT T~ E
D RI ca v OR R E BY TA W15EMAN t TAYL N AID TOPOGRAPHIC SURVEY YLOR
' 8"0-~ BbIP ~ ~ ~J -•~_..-340 ------J~' ~ , S ~ 55P ~ 9 0 0 ~ S ~ RIM=35420 I DATED APRIL 14, 2002. • FESSrp' .~y
Ib'Q" / ~ ' IFIV=340.OT'--- \ ~ INV IN=344b5' RIM 20' TOWN OF GARY ~ ~:S' N=344b5' RIM=36253' PUBLIC SANITARY 4. INSTALL TREE PROTECTION FENCING PRIOR TO BEGINNING CLEARING SEA
\ / 24-' \ - ebp\ ~ INVOUt=344b2' INv )UT=344b2' INV IN=35633' SEWER EASEMENT OPERATIONS. CLEAR AND GRUB ALL AREAS A5 SHOWN AND INV OUT=35153' DB 1160, P65 qll-ql3 NSTALLATIDN OF NEW GONSTRUGTION PER 6
f REQUIRED TO PERMIT I '
\ "0-, _ JS.Q _ i ~ \ •10,0 ..L..L ~ - ~ y~3'' ` 5PEGIFIGATIONS AND DRAWINGS. EXISTING TREES 5HRU85 OR OTHER ~ ~ ~O~F P.'~Q- ` APE MATERIAL wHIGH WILL CONFLICT WITH NEw GONSTRUGTION O GINS Q LAND5G 9 P 3 oy
-9-- - _ SHALL BE RS~IOVED oR NOT 5FI01.9~1 oN TIC DRAWIN85). ~ ~I R, Q I
1--------'350---~\ I \ I' / ,0/ / ~ / ~ e \ ` ` - _ ALL CONTRACTORS SHALL VI51T THE 51TE AND OBSERVE EXI5TIN6 ~ ` GONDITION5 PRIOR TO BIDDING.
IQ'P ,,rte 1 ~-,q; -
~ 5. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE n ~ ~ ' A THE CONTRACTOR SHALL GUT 2-FT
(ANA ~r~ 'P `SO / / / / ~ ~c~~y~ OF E~5 AND STREETSG PEE,
K UPPER LEVEL DEEP TRENCHES ALONE TIi£ LIMITS of DISTURBANCE, 5o A5 TO GUT, D e D e \ -Pf~KI~TC DEC -1 ~ ~ ~ _ _ RATHER THAN TEAR ROOTS. ~ ~ ~ ~
8 1~1 1 / _ ~ b. TREE PROTECTION FENCING SHALL BE MAINTAINED ON THE 51TE UNTiL Sg NEXT UPSTREAM ~[~~Q~
360_ \ 14'P \ "0 / / / 1 m / / / MH LD NOT ALL 51TE WORK 15 GOhiPI.ETED AND THE FINAL 51TE INSPECTION PRIOR GOU
' BE FOUND TO THE GERTIFIGATE OF OCCUPANCY (GAS 15 5GHE17ULED. THE FENCING SHALL BE REMOVED PRIOR TO FINAL 51TE IN5PEGT10N FOR THE GA. p~
--gyp ~ 6~ \ l ~ l l i / , , 'p 18'P / `
,~;r, i ?'AG , 1. STOCKPILE TOPSOIL AND WOOD GRIPS ON-51TE WITHIN GLEARINB i , , , LIMIT5 OR WHERE INDICATED ON THE PLAN. Ti~ORARY MULCH
1 \ n~ \ 2'P E I I G 1 / I t/ / / ~ ,,%r;~'% STOCKPILES SHALL E1E TURNED A MINIMUM OF ONCE EVERY TWO
~ \ d ~ •I / ~ A5 NEEDED TO PREVENT CHARRING OR COMBUSTION. ~ ~ r' WEEKS OR DI r .r''~',~
-12'P ~ ~ 11'P ~ v , ~ V • V 1 ' 1 TOP=386.13' ~ ' MAKE AN INSPECTION
150 1 1° I bl C / < \ \ ~ ~ 23'P 0 4'P~ ~ 1 5EE ~ 09 b. PRIOR TO DEMOLI5HIN8 EXI5TIN6 5TRUG111RE5, ~ ( ) 13 I FOR ANY HAZARDOUS MATERIALS. CONTACT AR,GHITEGT IMMEDIATELY
14'P \ .~YP \ 90 ~ , ~ I I ~ OVERFLOW SpgGEs ~ ~ iF ANY HAZARDOUS MATERIALS ARE D15~JOVERED. GAP AND
\ ~ 22'P I I 0 I TOP=385A w~ REMOVE UTILITY SERVICES, FUEL TANKS AND SEP11G SYSTEMS. lY
\ ~ ~ ~ \ ` 12'P I / ~ N \ 19'P ~ n \ , 12 20 ~ ~ \ I ~ II a1~ I ,p q O \ \ - ~ I I / ~ ALL WORK TO BE PERFORN~D IN ACCORDANCE WITH APPLICABLE
~-1 ~ \ ~ 15'P\ '0 ~ I ~ ~ , FEDERAL, STATE AND LOCAL REGULAT10N5. lS
\ 10'P 8 ~6 \ \ ~ I 0 I I 1 ~ \ ~ 'P \ \ \ o \ 'p b \ ~ \ I I \ ~ 0l4 1 b \ I I I V / Q. VERIFY ALL ILLUSTRATED KNOV•AJ UNDERGROUND ELE9~ENT5. V EXERCISE REA50NABLE EFFORTS TO PROIEGT ANY UNKNOWN
15'P ~ ~ ~ 'P\ 15'P "P ~ ~ 1 I 1,1,1 ~ ~ \ II'P \ \ 9'P Ip 0 ~ i 21 Q 11 1 uJ I UNDERGROUt~7 ELEMENTS, NOTIFY THE ARCHITECT IMMEDIATELY IF
~ ~ \ \ \ \ \ 1 1 ~ 1 \ \ ,1 I Q _~i Q r UNKNOI^~I ELEMENTS ARE DISCOVERED THAT WOULD NEGESSITAIE )tJ r
10'P 4'P 11'P \ ~ \ ~ \ \ \ 8"P \ \ \ I q'0 \ \ ~ \ I 12'P 12'P ~ ~ I~p 13"P 20p \ \ 9 ~ \ 9 0 ~ \ 1 1 I 1 Q \ b ~ III \ 1 t 1 I ~ ~ ATION TO THE PROP05ED DE51GN. ~ } m MODIFIG
\ ~ III n'P \ \ \ \ I I I I 'P ~ ~ 'P \ I'Q \ \ 8, I I I Z ~ ~ \ I ~w W Z ~ ~ I 0 TALL ADJACENT PROPERTIES, Tl~ 6ENERAI. PUBLIC AND
, b \ 5'P \ \ b ~ I I I 1' i 1 ' Ilo ~ • \ ~ 6 ~ 1 10'P \ \ lob \ \ ~ ~ \ \ III aL ~ oo \ ~ I n - Q ~ J I PROTEG aL 0. ~ ~ ALL OF THE OWNERS FACILITIES. SHOULD DAMAGE•5 OGGUR REPAIR ~ Q~ _N 0. ~ ~ IMMEDIATELY A5 DIRE~GTED BY THE ARGHITI:GT.
\ ab ~'P ur \ - ~o \ \ I I 1 Q' 0 Nom,. ~
\ \ \ ~ \ 'o I 1 I 4 \ \ 10'P 180 \ 1 I I ~ I6'P 14'P\ ,p \ 'P h \ \ 1 I , \ ~ ~ Q. I II. ALL woRK SHALL BE PERr•Ow~D IN ACCORDANCE WITH APPLICABLE
1 \ u III. 1 Q \ ~ \ ~ 15'P ~ \ I ~ ~ \ I 1 1 \ \ \ 80~ 'P \ \ I I \ Q ~ ~ LOCAL, STATE AND 05HA REGULATIONS,
\ \ \ ~ \ \ I \ n 12. ALL EXI5TIN6 VAULTS, MANHOLES, STORM DRAIN STRUCTURES, GLEANOUTS, w
' D \2o'P \ \ \ \ I~ \ i t ~ f _ \ \ ~ \ \ I 1 1 l -\I6'P I `P\ \ \ ~ \ 4'P 21 P) \ I I I OVERFLZ iY - OVERFL ~ ETC. 5HALL BE ADJUSTED A5 NEEDED TO MATCH FINISH GRADE.
\ ~p \ \ ` \ \ \ \ Ib'~'\ \ , I I 1 , \ \ \ '0 'P 0 I I I DRAIN \ M \ ~ II'9 \ -1 1 DRAIN \ ~ < ~ BE SA,W GUT
~ \ 0 13'a I 1 \ \ 12'P \ 161' \ p ~ I I T - ' , 1 ~ a Q 13. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL ti ~ TO PRAVIDE A 5TRAIGHT AND UNIFORM JOINT FOR NEW PAVEMENT,
~ \ ~ I I \ \ \ \ \ ~ I I I DI \ \ \ \ \ \ 19 I I l \ I TOP=38 I DI 51DEWALK, OR CURB AND GUTTER ETC. ANY EXISTING PAVEMENT, TOP=386.13 ~ ~ 51DEWALK, CURB AND GUTTER ETC, THAT MU5T BE RB~IOVED TO ALLOW
l0'0 \ \ ~ 3 \ - I \ I I ~ \ ~,P \ ~ \ \ > \ \ \ 1 1 ~ \ (5EF NOl (5EE NOTE ~ I NEW CANSTRUGTION SMAJl BE REMOV® AND REPAIRED PER THE
\ \ \ \ V6'P ~ p \ \ e' 1 \ I II ry ~ Q SPEGIFIGATIONS AND DETAILS OR TO MATCH PRE-GONSTRUGTION
I -il- / CONDITIONS (I~THEl2 oR Nor SHOWN oN THE DRAwIN65 TO ESE REMOVED).
' II I l9~ 9 SP ,
~ \ a'P . ~ ,o -ur \ e~ ~'O \ \ , \ 1 ~ \ , \ 15 0 q~es II I , , , ,
\ \ y10 \ \ 0 5 \ \ \ h'0 \ \ 22"I~ '10 ~ ~ \
~ \ \ \ $ ~ _ I \ \
\ 1' \ 13'P b ~ \ 1 p 'P l 'P I I
14'P \ ~ ~ , I \ ~ / ~ \ \ \ 9'P \ \ \ \ ~ I6 I I owl, ~ . ~ OVERFEAD E LIGHT POLE LP r ELECTRICAL ~
\ \ \ 90.\ 1 ~'1\ ~c , \ b 'P ab \ ~ \ ? "r' I ~1 urvL~GRauho ----UE------ ~ rIS'- ' ~ ELEGTRIGAL UTILITY POLE ~0' ~ ~ ~ /
~ Ibb ~ ~ 21'P ~ \ \ \ \ b ~ \ ~ ~ 116 ~ \ \ 'P\ a ~ \ ~ ~ ~ ~ / / / FIRE PROTI:GTION ----FP------ ~
\ ~ ~ ~ ~ MANHOLE
~ \ ~b I b \ ~ \ G 9'P ~ \ ~ ~ a ~ \ \ \ \ Ib'G \ \ ~ \ \ \ \ ~ Ib' Y~ \ / / 6A5 - G - GLEAN OUT
15 ~ \ 86 \ \ \ \ \ \ \ \ ~ ~ ~ \ / / SANITARY SEWER -55-- PROP INLET,GATGH BA51N DI, GB
\ 16'P \ ~ Ib'P~ \ \ \ \ \ \ ~ ~ 12'P l ,P \ \ ~ \ \ \ 1 \ \11 ~
I 'P ~ \ \ \ \ "~O~ ~ \ \ \ 14 ~ \ err 9' \I1'P ,0 0\ \ \ 14'P 100 ~ . ~ NV~364.61' IST2ZP~ _ t~ / ~ ~ TELEPhbNE T IRE HYDRANT ~ ~ / F
ZI :364b9' ~ UNDERGROUND
~ ~ \ \ \ \ \ , ~ 18"0 189Z~ l~ \ \ \ ~ \ \ \ \ \ • INV ~ VALVE • ~ b ~ ~ ~ WATER
~ ~ \ \ \ "P \ , ~ . ' 1 ~ \ \ \ 16"P \ ~ \ , _ GI ~ ~ ~ ~ WATER W TEMP. TREE PROTECTION -0--0-
12 / Ik \ \ \ \ \ \ \ \ \ \ lo'P \ \ \ \ \ II'P\ ~ -y` \ \ loo 10'P TOP=381Ab INV IN=36A.91' ~ J
INV=388.30 \ \ ~ ~ \ \ . \ \ I \ 1 • , 22'P • ~ INV OUT=369.11' ~ ~ GABLE G GONSTRlGLEARING LIMITS - - -
~ ~ 17b ~ 1 I1N-38834 / ~ ~ ~ \ \ \ ~ \ \ ~ • ` , ~ ~ 5TORM DRAIN = _ _ _ _ = PAVEMENT, 5/W, STRUCTURES • • • • • • • • D A
~ \ / PIV \I \ ~ , ~ ~ ~ TO BE REMOVED. rte, ~
ALL I ( 13' ~ De 0
~iI 0 I 8 / 1\ ~ I 1/ - \ \ 1 I I I/
co \ 1 \ \ x 1` \ ~ ° \ I ~ ao ~ ~ e D
\ h I 12
v~~ \ - OL A STRUGIURESNTILITIES TD BE REMOVED. g o
\ \ ~ \ / ~ eoLLARV \ \ Q
. g STRUGTURE5NTILITIES TO REMAIN AND BE PROTECTED.
1 \ \ INSTALL TREE PROTECTION .FENCING. 5EE DETAIL SHEET G1.1.
I ~ ~ • ~ , ~ ~ \ -q 0 PARKING DECK LOWER LEVEL IN ~0 MCCALYSON COURT
51EMEN5 OFFICE BUILDING I \ J \ ~ \ _ \ - i p CLEAR t GRUB WITHIN GONSTRUGTION LIMITS f ~xGEPr ARY NC 27511 _ - - - ~ - TION OF THE 1^ETLAND5) 5EE 6EI~AL NOTE 4. C LOGA ,
v'~ fv ~ \ ~
\ ~ 1 ~ ~ \ ~ l ~ OoNTRAGTOR SHALL PROTECT I~ETLANDS DURING E ISSN S QUBV('~E coNSTRUGrION.
\ II ~ ~I ~ \ \ P INDIVIDUAL TREE TO BE REMOVED. 5AW GUT TREE GL05E TO ND. DATE DE.SCRPTION
r \ \ \ \ "`r5?' G EXISTING GROUND AND LEAVE STUMP 50 A5 NOT TO DISTURB
15"ROP \ ~ ~ 4^ETLAND AREA. REMOVE DEBRI BY HAND TO ELIMINATE I 10/b/03 ISSUE FOR 1ST R'EVEW
I \ \ YI I ( \ \ / RUTTING FROM EQUIPMENT. 2 Rl24/03 ISSUE FOR ZIP REVEW i ~ f;,~
TOP=38652' I \ ~ry ~ i r , ,
INV OUT=382.52' \ I \
~ ~ \ \ X \ /
\ ~ : • . ~
~ f.. ~ ~ /
.k; ~ / ~
~,y ~ • ~ f.. Y . i
. 5 l~ 7v / ~
~ ~/Aj;
v Y ~'X1' ~ r,,~\ ^x I aL DESIGNED BYS ARP / U
~ .Y ~ r- I ~ UJ / DRAWN BYS
~ ~ JtN y I w Q u J / ar~rxanr / /03 u~ ~7' DATES 10 b l - 4 -u~ W /
t~ ~ N Q >
,z 'j` PROJECT NOS tl47 ~i 11J ~ ~ ~ J ~
~ ~ / FILES CD
'X~. .4 \ . }l~" / / GRAPHIC SCALE ~ ~ ~ ~
~ F\ . p~j ~ ~ ~ ~ ~ o ~a ~ eo
Q ~ g I ~ /
o¢- O D 0 e i ~ /
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l1 ~ D 0 0 1 ~ ~ 1 inch = 3U It.
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~ _ ~ J# q,~ f ro Ac 03-SP-201 s /
G ~ • J~ l'~ APPROVED rr'r'rr
q,~ # TOWN OF CARY
~i3 CJ 0 ~ F DRC Date 13
J Sj g ~i Planning Date Engineering Date
J ~ CLN PRO.ECT NO, 147
# ~~'i # P

~~r
i~ ~ I
/ I / I I Yaof}roQor Park
~ I I 126 Edlnbur8h South t~ NEW LEVEL SPREADER, 5E1: DETAIL SHEET G12. Suite 31b
~ ~ ~ I I Cart, North Carolina $7'611
B OUTLET PROTECTION, SEE DETAIL ON SHEET GT.4. Phoae: Bib 918-6716 Faa: 818 318-7618
l H 0 M 0 0
..rte" ~ ` ~ \ / i D c T 5 CONTRACTOR sHALI. PROTEG ?~ETi.ANDS DURING GON5TRIIGTION. U IT ES P RI V 5EE SHEET G4.1 FOR EROSION CONTROL ,wi AT ?~5. ,
~ 340 ~ , E D RI V ~ E
~ \ i ~N ~p~o Q ~'0 titissro••.,ti
\ IM/-340.01'--- Nq
s
I, ALL SPOT ELEVATIONS INDICATED AT GAG ARE TOP OF CURB, . Q,~• ~Q'
~---._.-~---350--- \ ~ \ _ \ / / / 5~ / ~ i ~ ~ _ UNLE55 OTHERWISE INDIGA~ID. •••QIN~~ Q 9 QP _ Fw
-v~- ~ " 2. TOTAL DISTiJRBED AREA = 5325 ACRES. IMPERVIOUS AREA a • 13 41`'J' 4 I 1 i 1
i13Mb3il ~ / / / \ ~ 834,610 5F OR 19.16 AG 126.9f6). X~ \~1____.--
_ 11 / ~ n ~ n~^\~-~'-__~_1~'~-- 3. ALL EXISTING VAULTS MANHOLES STORM DRAIN STRUCTURES
- VALVE BOXES, GLEANd1T5, ETC. SHALL BE ADJUSTED A5 NEEDED
356 _ I• / / / JiJ - ~ ' ._--"-P,gR,Ki DECK UPPER LEVEL TO MATCH FINI5NED GRADES.
roMw~loo~ _ ~ 1 / / / eowwbooa I / I . / ~ -I 4, ALL BAGKFILL, COMPACTION, soiLS TESTING, ~'rG. SHALL eE ~
1 ~ / / ~ r I •J _ _ _ ~ ~ 1 ~ fT / / PERFORh~ BY THE OWNER'S It~xFE1~DEM'f TESTING ~~E91GUU ®NI6Y LABORATORY.
4 ~ \ ~ / 1 \ 1 \ J
~ - ~ DETAIL ~ - $2 ~ 0 ` ) _ _ ~'r~ - ~ \ ~ \ 1 \ ~ 5. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR i~---~~ EDGE BIlF~RS AND STREETSGAPES THE
374.40 j G RIM \ \ 1\ 1.50 ) I ) ~ ~ OF GONIRAGTOR SFIALL ~i GUT 2-FT DEG' 1'RENGHES ALONG THE LIMIT5 OF DISTUF2BANGE, C®~~'~'~~'~'~~
/ / p \ BI I / ~ / \ SO A5 TO GUT, RATHER THAN TEAR R00T5.
_ ~ I~ m / \ 11 6. TREE PROTECTION FENCING SHALL BE MAINTAINED ON THE 517E
~ ~ lJ I / / ~ ~ I r ~ ~ DI UNTIL ALL 517E WORK 15 COMPLETED AND THE FINAL 517E ~ ~ TOP-386.13' IN5PEGTION PRIOR TO THE GERTIFIGATE OF OCCUPANCY 15
\ T st43O' \ • I J / / NOtE 5GHEDUI.ED. THE FENCING SHALL BE REMOVED PRIOR TO FINAL
\ \ ~ . ~ ~ OVERFLOW 517E INSPECTION FOR GERTIFIGATE OF OCCUPANCY. DRAIN ~ ~ ~ ~
~ \ \ } \ 1 \ / \ 1. TOP-385. ~ ~ .I. S / ~ ITE 15 NOT WITHIN IDO YEAR FLOOD PLAIN.
\ ~ 1 row. eaa ~1 I ~ f ~ u
\ ~ ~ 376. 0 - 1 oW, \ V / = 8. DUE TO THE EXPECTED DATE OF GONSTRUGTION / 3 Q EXTEKSNE AREAS
~ R 60 \ ~ ~ \ \ I I 1 1 ~ ~ ~ \ \ 1 1 I v 7 u / OF WET 5URFAGE 501L5 SHOULD BE EXPECTED. THE CONTRACTOR
seo. ~ \ \ ~ ~ • 1 I 1 I W ~ U / SHALL BE PR13'ARED TO PROTECT StIBGRADES FROM U.I f DETERIORATION TO TF~ EXTENT Fo55181E AND DRY oN-51TE
_ \ \ \ 1 J Q Q J r 501L5 FOR PROPER COMPACTION. M015'NRE GONTHJT WILL NOT 11,( r BE THE 50LE FACTOR IN DETERMINING 501E 5UITABILITY.
\ \ \ ` \ \ 111 11 J \ ~ \ 1 \ \ \ \ \ I I UI U( } W
~ ~ \ ~ I I ` ~ \ \ \ \ \ \ I 1 I J z ~ \ \ \ ? \ \ \ > I I I~ I 1 Z' W m 9 I . 5EE SHEET G3.7 FOR STORM DRAINAGE SGHEDUI.E,
~ \ ~ \ \ I { ~ ~ ~ \ \ 1 ? ~ \ \ \ - \ i I 1 I I J aL J aL l
1 \ \ \ ~ \ \1 1 I I \ \ \ - ~ \ ~ I 1 1 I J ~ ? \ \ \ AI \ \I I I I ~ ~ f 10. A BOND EQUAL TO 20056 OF THE ENGINEERS ESTIMATE TO
\ 1 I \ k \ \ 1 1 1 J ~ W CONSTRUCT THE PROPOSED BE5T MANAG~ENT PRACTICE MUST ~ BE P05T~ BEFORE THE GRADING PERMIT 15155UED FOR THE
\ \ ~ \ 7e.4o \ \ ~ ~ \ 1 1 1 III , \ f 2 ~ \ ~ \ ~ \ ~ ~ I 1 1 - I 1 \ \ / Q ~ PROJECT. (GRAFTER 10 PART 3.9, UDO). Q
\ ~ \ \ \ ? \ \ ~ I I I / ~ II. A GRADING PERMIT WILL NOT BE 15511ED UNTIL TI•E TOWN OF GARY
? \ \ \ \ \ \ \ \ \ I \ I I 1 l I ~ \ ~ \ l ~ \ \ \ \ 1 I . I I I , ov~L HA5 RECEIVED NOT'IFIGATION FROM THE NETLANDS RESTORATION Oy~LOyl / FUND (WRF) THAT A RECEIPT HAS BEEN ISSUED TO THE DEVELOPER
? \ ~ \ ~ I \ ~ \ \ I I I ) vwul \ ~ \ \ 11 DRAIN \ ~ f AND THE LOCAL EiOV~WWENT STATING THE NITROGEN BUY DOWN
\ \ 1~ ~ I I 1 I roP=~ \ \ \ \ \ \ I I I I vl TOP=986.13' , ~l ( d BEEN J
\ ~ \ ~ \ \ ~ ~ \3 \ 1 I I I \ \ I _ DI I TOP=386,13' ( ~ 12, THE PROJECT WILL MEET ALL OF THE REQUIREMENT5 RB.ATiVE TO
\ i I (5EE No \ \ 1 \ \ I \ 1 \ (SEE NOTE ~U u f ~ BEST MANA6ETIENT PRAGTiGES AND ENGINEBtED 5TORMWATER I II CONTROL STRUGTURE5 A5 OUTLII~ IN THE TOWJ OF GARY UNIFIED
\ ` \ \ \ 1 ~ \ ` \ \ \ \ ~ n ;n f ~ DEVEI.OPhENT ORDINANCE. (GHAPTI:R 10, PART 3, UDO). iI-II- /
\ ~ \ \ \ ` \ I \ \ \ ToW~9e2$o' \ \ ~ \ \ \ \ 1 ~`r ! II II ~
~ \ \ ~ \ BON486q \ \ \ ~ 9 r9~ / II II
\ ~ ~ \ \ y \ 1 ,'`-~-II_-- J \
\ \ \ ~ I ~ row. \ \
\ \ ~ r r ~ EXISTING CONTOURS
~ ~ \ ~ L ~ \ r
\ \ \ ~ \ ~ \ ` \ \ ~ l I \ ~ \ \ ` \ \ , \ ~ \ ( I o~ ( FINAL CONTOURS ~ ~,.J I 0~ \
-t- ~ - - ~ ..J ~ ~ ~ ZT0.4'
~ ~ / / + EXISTING SURVEY 5P0T ELEVATION
~ ~ ~ 270.50
\ ~ \ \ ~ \ \ \ \ \ p \ \ \ ~ ~ ~ \ 1 ~ / PROP05ED TOP OF CURB SPOT ELEVATION O ~ \ / \ ~ p ~ / / TOG
~ \ \ \ \ \ \ \ \ ~ ~ \ ~0 i / ~ ~ \ m 270.50 PRl~P05ED 6ROUND/FAVEMENT ELEVATION
4 \ \ \ ~ ~ , ~ \ \ \ ~ ~ a~~ ~1 \ \ \ \ \ \ \ ~
. \ NV~364b1' 15"RZP~ /
~ ~ ~ \ - 2q 5TORM STRUCTURE NUMBER INV=364,69 ~
8 ~ \ \ ~ \ \ \ \ \
GI =____=EXISTING STORM DRAIN PIPE • • • • ~ 1 TOP=381A6' `
9 / ~ \ ~ \ \ \ \ p \ ~ J,. \ • I I = .91 r r PROPOSED 5TORM DRAIN PIPE
? ~ ~ \ \ \ \ 1• ~ ~ \ \ "r / \ If,N our-369.11 ~
~ L \ , 7 •
~ \ \I ~ ~ r~r D , ~ RD PROPOSED ROOF DRAIN 1'I
I ~ I > ~ 1 ~ D
1 I 1 ~ ` 0 , , -4'--'4--' TRH PROTECTION FENCE, SEE G'1.1
~ ~
\~I ? \ 111 1 • p e ¦ GATGH 8A51N, SEE Gl.l
~ \ \ 11 \
\ \ 1\ \ --oc aaLnRV \ ~ \ \ \ \ ~ ~ o 9
1 \ \ l / . 1\\~
1 ~ \ J \
51EMEN5 OFFICE BUILDING DRAINAGE ERE-DEVq..OPhIENT P05T-DEVELOPMENT P05T-I~IVEAPh1EM
I ~ I~ ~ \ _ PARKING_DECK LOWER IEVEI _ AREA r~vo DETENnoN WITH DETEfmoN N T _ _ _ _ _ n0 MCCALYSO COUR w ~ , I-YR 1-YR I-YR CARY, NC 27511
~ \ i
i\ \ t \ ~ I \ ~ll~` - I 1.3 3.3 0.1
\ II < < ~ I 2 21b 21.9 21.q ~S~ SEA
\ \ ~ \ \ \ 3 16.1 16.9 16.9 ND. DATE DESCRPTION
15°RGQ \ ~ TOTAL 39.0 38.9 -0.I
Y I \ \ ~ i I \ \ / I 1016/03 ISSUE FOR 1ST REV~W
roP=3ebsa' \ IHV OUT 38aS2 \ ~ 2 A/24103 ISSUE FOR 2ND REVNV
i / WA'fFRSHEDt SWIFT GREEK
v ~ \ / IMPERVIOUS AREA
'ti \ \ / ,
OJ PRE-DEV.~ 553 AG / ~ / ~ ~ ~ P05T-DEV.~ 6.49 AG (14.856 INCREASE)
/ i~
~i , / ,i DRAINAGE AREA DESCRIPTION
, / I AREA DRAINING TO THE PROPOSED WET POND ( / 2 REMAINING AREA ON THE 10.50 ACRE PARCEL
, ~ , I / 3 AREA FROM 5b8 A.G PARCEL
1 U / DESIGNED BYE ARP
~Y I uj f /
I Q I ~ / DRAWN BYt ARP 1 ~ 11.1 / atruranr
, , . U( / } / DATE 10/6103
~:e'+: ;r~' . ` I Z' f U.1 / f / PROJECT N0~ H47
. ( "1 ! I / FILE CD
1~ \ ~ ;Y.: ; Q~ / Q~ / I / GRAPHIC SCALE
~ ! W 1 ~ ! ~ ~ ~o ~s ~ eo ~
l ~ ~ / ° ~ ( l J ~
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' ~ 0 / ~ ~ o f i 1 inch = 30 it. ~ f
0 f f
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• . r
I /
v 03-SP-201 / APPROVED
i TOWN OF CARY
\ DRC Date
g ~ Planning Date C313
- - - - - - - - - - - - Engineering Date
CLN PROJECT Na Jai

i'
i i I
/ I I I
~ I I OBT IN AL AND OTHER APPLIG ITS. KEEP A COPY 1(acGre2ot Part I. A PLAN APPROV A9LE PERM 126 Edinburgh 9onth OF THE APPROVED PLAN ON-SITE AND POST APPROVAL PLACARD. Suits 910
~ `rte / / ~ ~ I I Cary, North Carolina 27511
~ J / ~ I I 2. FLAG CONSTRUCTION LIMITS AND INSTALL TREE PROTECTION FENCE (OR Phone: BID 918_8718 Fer. 818 918 7618
` - / TQ~IPORARY 6RAV~.. 1 RIP-RAP - J I ~ FILTER BASIN, 5EE G't.l. - ~ I H GOI~INATION 51LT FENCE /TREE PROTECTION FENCIa. GALL FOR TOWN OF 0 M 0 A IN6 T BE INSTALLED AND INSPECTED BEFORE D G RY INSPECTION, TRH FI=ND Mu5
~ i / i1~IR ELEV=341A0 ~ S U IT ES P RI A GRADING PERMIT GAN BE 155UED. V A T E
'r- 1 / ~ ,-----'SEDIMENT STORAGE=450 GF ~ ~ D RI v E
3, NOTIFY TOWN OF GARY AND OWNER REPRESENTATIVE AND CONDUCT '(~i ~ARQ PRl_-CONSTRUCTION GO~TIGE AT LEAST ONE WEBC PRIOR TD 5TARTINB Q.••'~
- ~ ~ \ INV 340.01''-- 0, ESSIO .•ti CLEARING OR ANY OTI~R CONSTRUCTION. ~ N •9
TO SERVE A5.4RY' i~ ~i / ~ ~ / 'r • SEAL
- _ _ ~ ~ - B?61F~~ GONSTRIX.IION-- - ~ / i ~ •r...,- ~ ~ ~r \ > / i ~ \ ~ ~ ~ \ 4. INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY 51LT FENCE, ~ ~ SEDIMENT BA51N AND TRAP, DIVETt510N DITCH AND G'THER MEA5URE5 A5
-F~EQtlENCEAN[3DETAIL ~ ~ i'~ \ \ _1__ .L / - ~ r~ ~ ~ SNOWN ON THIS PLAN. CLEAR ONLY A5 NECESSARY TO INSTALL AND •
_350--- ~ ~ \ ~ / / / ~C ~ i i~ ` - ~ - - - - MAINTAIN THE5E DEVICES. OBTAIN A GERTIFIGATE OF COMPLIANCE. •.~;QIN~•".• Q
~ . 83 \ \ i I l ( ~ ~ ~ ~ i ~ I ~ - ( ~ ~ ,l ~ ~ BEGIN G RING AND GRUBBING. MAINTAIN DEVICES AS NEED®. w R' ~ ~ ~ ~ 5. LEA ~
~
~ ~ II / ~ / ~ _ _ - - 1 / / ~ , ~ b. ROUGH GRADE 51TE. INSTALL INLET PROTECTION DEVICES AS STORM DRAIN ^ 5YSTEM 15 INSTALLED. ONCE STORM DRAIN SYSTEM 15 INSTALLED, COMPLETE _ ROUGH GRADING.
_ _ ~ \ I 1 / / ~ ~
6 ~ 1 ~ 1 / ~ / ~ o / ~ ~,_--"-PARK DECK UPPER LEVEL - - ° e ° s
- ~ l I . / 'i ~ / _ - _ ~ ~ • - \ _ ~I 1. INSPECT ALL MEA5URE5 AND DEViGES Wff:KLY AND AFTER ALL RAINFALL
EVENTS. MAKE PROMPT REPAIRS AS NEEDED. ®,Y
_ _ ~ l . f / / / / 8. STABILIZE 51TE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH 9
- ~ ~ ~ ~ VEGETATION, PAVING, TEMPORARY DITCH AND 5LOPE LINING, ETC. 5EE SLOPE ~~I1
- _ \ ~ \ \ ~ I 1 / i~ AND SURFACE STABILIZATION NOTES LISTED BELOW. ~~oo ~1 ~~pp/?~/~ is®IN~~~~YC ~ WII9
- ~ \ 1 I l ~
1--` q. INSTALL OUTLET PROTECTION AT PIPE OUTLET5 AS INDICATED ON PLAN. ~ \
~ ~ ~ 1 I ~ / / ~ 10. WHEN CONSTRUCTION 15 COMPLETE AND ALL AREAS ARE STABILIZED, GALL
~ ~ FOR INSPECTION. / •
~ti ~ II. WHEN SITE 15 APPROVED BY INSPECTOR, REMOVE SEDIMENT FROM WET
_ ~ ~ \ ~ ~ \ 1 1 \ 1 / ` ~ J DETENTION POND AND GRADE TO FINAL CONTOURS. INSTALL POND PLANTINGS
1 ~ \ I I/ I / ~ ~ IN AGGOP3?ANGE WITH THE SITE LAND5GAPIN6 PLAN. APPLY SEED AND \ / / ~ INSTALL TEMPORARY MATTING Ol(ER ANY REMAINING DISTURBED AREAS ON
~ / 3 ~ SITE.
~ o \ \ I, 1 1 I I \ \ \ 1 l \ I I I I ~ / U / 12.ONCE REMAINING VEGETATION 15 ESTABLISHED, GALL FOR A FINAL INSPECTION
~ ~ ~ \ \ \ l I 1 1 I ~ ~ \ \ \ 1 \ 1 I I W W ~ BY INSPECTOR TO OBTAIN A GERTIFIGATE OF coMPI.ETIoN AIY7 REMOVE
_ ~ \ \ \ \ I ~ \ ! Q ~ ~ \ \ \ , \ \ 1 1 ~ REMAINING PERIMETER MEA5URE5. w r
~ ~ \ \ \ \ \ 1 1 \ 1 1 I l ~ \ ~ \ 1 I ~ \ \ ~ \ \ \ \ I I ~ m
~ ~ ~ \ ~ ~ \.I I I 1 Z W I
~ ~ /
~ \ \ ~ \ \ ~ \ \ i I I ,I I ! ~ \ \ \ ~ ~ 1 1 I I ! (Y ~ ~ \ \ \ \ \ \ I 1 I (Y (Y
~ ~ \ I I k\ \ ~ 1 1 I I I t ~ 1 \ \ ~ ~ W I Q I I. DURING ALL PHA5E5 of CONSTRUCTION, PERMANENT 6ROUNDGOYER
(Z I OR OTHER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION SHALL HE PROVIDED ON ALL DI5TUR81:'U AREAS WITHIN 15 WORKING
~ \ ~ \ \ \ \ \ 1 I \ \ \ ~ ~ \ \ \ \ \ \ ~ \ ~ I DAY5 OR 30 CALENDAR DAYS (WIHIGHEVER PERIOD IS SFbRTER) ,
/ FOLLOWING A TIEMPORARY OR PERMANENT STOPPAGE OF GRADING ~^l r WORK IN A 5PEGIFIG AREA.
~ \ \ \ I ~ \ \ \ \ I I I I ~ ~ ~ \ \ ~ ~ \ •I 1 \ \ \ \ ` \ \ \ I I I I I \ ~ ~
\ ~ \ 11 ~ ~ \ \ .1 \ \ ~ \ \ I I I I " ~ Q 2. GUT AND FILL SLOPES SHALL BE STABILIZED WITHIN 15 DAYS OF ANY ~J ~ I PHASE OF GRADING.
\ ~ ~ ~ ~ \ \ \ I I \ \ \ I / ~ / 3. THE ABOVE REAUIREMBdTS ARE THE MINIMUM NE~GE56ARY TO MEET
\ \ \ 1 \ \ ~ I ~ II II EROSION AMD SEDIMIBtT GoNT>zoL REGIXJITIONS. THE CONTRACT
~ \ \ \ \ 1 \ / DOGUM9:MT5 INCLUDE ADDITIONAL 5Efl71N6 AMD STABILIZATION II II / / REGIVIREMENTS AND 5G1~711LE5 WHICH MAY EXG® TH05E ABOVE.
~ I \ \ \ \ \ ~ \ \ \ \ 1 II II
~ ~ \ ~ ~ \ \ ~ \ \ \ \ cgs /gr: / 4. 5LOPE tuROSION CONTROL MATTING SHALL BE METALLED FUR II II 1'EhPORARY STABILIZATION DURING THE ESTAELISMI+ENT CF
`--I{-~---'" VEGETAT!YE DOVER ON ALL STEEP SLOPES (b~l oR STEEPER).
~ ~ ~ r 5. IN5TALL MATTING PER MANUFAGTI>RERS INSTRUCTIONS.
r , 6RAV8. GONSTR ENTRANCE ~ ~ ~ ~ r s ~ ~ \ ~ • ..~ti ~ . y~,~l SEE DETAIL SHEET G1J. ~ \ \ ~ \ ~ \ \ \ l /
'~'~a'.~. :tb \ \ \ \ \ ~ \ I I i ( '
\ \ \ ~ \ \ \ \ \ ~ I \ ` \ ~ \ \ \ ~ \ f I ~ ~ J
TEMPORARY SEDIMENT TRAP \ \ \ ~ ~ ~ ~ \ \ \ ? -'r ct~' SEE DETAIL SFEEr Gtl. ~ ~ \ \ \ ~ \ ~ ~ ~ ~ ~
~ \ ~ ~ • ~ ~ . % I. THE CONTRACTOR SHALL COMPLY WTN ALL STATE AND
LOCAL CODES IN OB5ERI~ING ER0510N CONTROL MEASURES
~ • TEMP. INLET PROTECTION DEVICE ~ ? \ \ \ ~ \ ~ ~ \ \ ~ ~ ~ ~ ~ ~ 5EE DETAIL 5HEET G'LI. ~ ~ \ \ \ ' \ \ ~ ~ ~ ~ ~ ~ / EbTH ON AND OFF 51TE. ~ ~ ~ ~ cg ti / / 2. THE CONTRACTOR SFIAlI MAINTAIN ALL ER0510N CONTROL
F. ~ ~ ~ ~ \ \ ~ m ~ / DEVICES AFTER EACH RAINFALL EVENT OR A5 DIRECTED
TEMP. DIVERSION DITCH / BERM ~ \ \ ~ ~ ~ SEE DETAIL SHEET G'i.l. \ ~ ~ \ \ \ \ ~ \ ~ ~V \ \ ~ \ ~ ~ / / BY LOCAL AUMORITiES OR ARCHITECT.
\ ~ ~ \ ~ ~ ` ~ 3. TOTAL DISTURBED AREA, 1.44 ACRES. ~364b1 IS"RZp ~3 / \ \ ~ _ _ - = / ~ 4. ALL OPEN STORM PIPS SHALL BE PROTECTED WITH STONE
\ \ \ \ \ \ \ , o TEMPORARY 51LT FENCE '•i? - ~ ~ ~ \ \ SEE DETAIL SHEET G1.1. • ~ \ ~ ~ \ \ \ , \ ~ ~ \ INV=364bq' ~ FETER PROTECTION AFTER WORK STOPPAGE EACH DAY.
i 5EE DETAIL. . GI ~ ~ ~ Q ~ 5. ALL STORM DRAINAGE PIPES SHALL 8E TIIOROUGFA.Y
TOP=581.06 ~ FLUSHED OF A115t~1M@tT fOLLOMUNG 51TE STABILIZATION.
. ~ PERMANENT OUTLET PROTECTION ~g ~ \ \ \ \ \ ~ , ,....~Kx~ \ \ \ 5EE DETAIL SHEET G .4. O \ ~ ~ ~ \ \ I , INV IN-569.41' ~ ~
\ \ \ \ \ I I • ~ INV OUT=569JI, INTERIOR FLUSINNG OF 91~5TEM 5HALL BE PERFORh® i ~ A5 NEEDED TO MAINTAIN PROPER FUNCTIONING OF THE
ExISTINB GoNrouR ~ ~ \ \ \ ~ \ \ ~ ' ~ . ` ~ ~ ~ DRAA~146E SYSTEM.
~ \ \I \ I 1 ~ i i 6. ALL 5TREfTS IN FRONT OF PRD.EGT WLL BE KEPT GLEAN AT D O ~ ALL TIMES OR A WASH STATION WILL BE .
~i FINISH® CONTOUR \ \ ( I I 1 ) / I ~ ~ _ ~ 1. ALL STORM DRAIN FRAMES, GRATES, AND HOODS SHALL D e 0
TEMPORARY CONTOUR \ \ 1 I 1 l ~ \ > \ \ ~ 1 1 /~i ~ , BE STAMPED WITH "DRAINS TO RIVER" IN ACCORDANCE WITH
PTEMP. SRfwE5 DURING GONSTRJ \ 1 I . \ 11 I I / ~ ~ ~ ~ , TOWN OF GARY STANDARD5. . p e
\ \ 11 \ I ' " 8, THE 15 NO FLOODPLAIN LOCATED ON TRACT I CSR TRACT 2.
~ \ \ 1\ \ L /-OL~-•~ BOLLARD \ \ \ \ \ 9 0
/ . 1\\~ 1 \ \ 1
1 ! ~ I \ ~ N ~ 51EMEN5 OFFICE BUILDING I \ I ~ \ I. ALL EROSION AND S1~IMENT GONIROI. MiEASURES 5'W.L BE
\ PARKING DECK LOWER IEVEI cHEGKEV FOR STABILITI' AND OPERATION FOLLOWNS EVERY I 10 MCCALYSON COURT . - _ - - - - - - - RI1NOFf-PRODUCING RAIIiPALL 8UT IN NO GA5E LE55 TIWI ONCE
\ 1~ / \ l EVERT WEEK ANY NEED RF.PAIR5 SNALL BE MADE IMME~IATfl.Y CARY, NC 27511 TO MAINTAIN ALL hEA5URE5 A5 DESIGNED.
\ ~ I ` _ r \ \t l
\ I~ ~ o I I ~ I \ I UE 2. REMOVE SC~IM@lT FROM sEniMENT TRAPS AND BASINS WH~1 SS SEQI,ENCE ^ ~ ~ ~ ~ STORAGE CAPACITY HAS BEEN APPROXIMATH.Y 50% FILL®.
\ \ \ \ \ _ ~ GLEAN OR REPLACE 6RAVH. FILTER WHEN Tlf SIDIMENi POOL N0. DATE DESORPTION
I v NO LON68t DRAINS PROPERLY. / I 10/6/03 ISSUE FOR 1ST REVEW
I \ ~ 3. REMOVE S®Ih@IT FROM BEHIND SILT FENCE WHEN DEPTH REAU~ES 2 1/24/03 ISSUE FOR 2ND REVIEW
I \ \ ~ry b-INGFES AT Tlf FENCE. REPAIR SILT FENCE AS NECESSARY TO
~ "X i \ I ~ \ ~ MAINTAIN A BARRIO. /
X ~ ~u... / 4. ALL S~DEi) AREAS SHALL BE FERTILIZED, A5
~ / NECESSARY, AND MJLGI~ ACCORDING TO PRO.bGT SPECS / TO MAINTAIN A VIGOROUS, DEN5E VEGETATIVE 6ROWIN.
~ / © / 5. MAINTAIN TREE PR01f.GTION FENCING TM2011GHOUT DURATION OF
/ / CONSTRUCTION.
~ .i; )C / i~
~7 / I /
' . I u /
v~ I v / DESIGNED BYE ARP
. I tL / / 1 I ~ / DRAWN BYE ARP
1`Af ;x Q / 1 ~ UJ aa~trarn ,
E i,~';.` I ~ / / DATE 10/6/03
r z ~ w / ~ / PROJECT NO N47
``i i. '~,.x . I Y / I / FILE CD (Y / fY /
. I / GRAPHIC SCALE a /
~ ,a, I 1 / ao ~a m ao ~ o ~ 0 0 1 I ~ /
ti.. i ~ ~ /
i / 0 D o e
i ~ o / I I / ~
1~ e ~ ~ i 1 inch = 30 it I / ~
0 r ~ ~ ~
o ~ /
\
03-SP-201
APPROVED i
TOWN OF CARY
~4b ~ DRC Date
g S~ \ PlainIng bake ?
- - - - - - - - Engineeng Doke
CLH PROJECT NO, 1471

9"0 18'P 18'P 19"P ~ I I I
10"0 I i YacGregbr Park 1136 EdidburBh South
13'0 I I 22'0 Suite S11D Cary, Ndrth Carolina 27611
~ I I PLANT LIST Phone: [phone]
Far. 919 318-7618 H O KEY Q NAME SIZE REMARKS M TY PLANT
~~r r ~ I 0 1'(PE 'G' YARD I 0 0 D S VI T ES P
EXISTING D)=HNSE PINE/HARD FOREST . ~ TO t3E USED TO NAT REQUIREh1ENT5 ~ VA RI AT 24 ~o HT. G 5G 18 SASANQUA CAMELLIA FULL PLANTS ,wot, , D ~ . RI ,E v "t ..4 E r
_ , CAMELLIA SASANQUA 'YULETIDE CONT. SPACED b O.G. ~sa'°„T ~1 n,~ , °ae,>'o, LT 1314 LILY TURF 3-5 BIBS SPACED 12" O.G. ' •~•-s•,~ •!k
' Ibb 0 ~ ~ LIROPE SPIGATA CONT. , ,
\ WO T WILLOW OAK 2'-2 I%2" GAL. B t B STRAIGHT TRUNK ~ t 1 I ~ It1 qA 1, •1
13'0 " 15b ~ 8'0 ~ \ 0 " "P ~4 0 - - 12 0 c.__ 9 0 ~ ~ ~ (aXJERGl15 PHELLOS 12 -14 PT11.L GROMN . . ` * °'J 60'1 j •,ry. . 50 5 SHUMARD OAK 2 -2 I/2 GAL. BlB, 5TRAIGHT
"0 IS 0 4 'P .10'0 - - ~ ~ ~ \ QUERGUS SF#R•1ARDII ID'-12' HT P~I.I. GROMN ~ ,n ti
100 15'P il'P 10'0 ~ ~ - _ VL '14 VARI66ATED LIRIOPE 3-S BI65 SPAG~ 12" O.G. ,,,~;p~°,~ ,,y~"*,.~-~
I'0 ~ 9'0 0 ~ ~ ~ ~ - - LIROPE MUSGARI 1(ARIEGATA' GOVT. •,,,~C~'^°•••'•°"
I60 - ~ - 8~ ~ 5H 14 STEEDS UPRIGHT HOLLY 24"-30' HT. FULL PLANTS Jr o~ IQ'P •,aoar.u~~• VL-54 14'P ILEX GRENATA STEEDS' CONT. SPACED 5' O.G.
15"P 20'0 - - ~ WO-I ~ j WM 43 WAX MYRTLE 30"-36' 447. FUIl PLANTS
• ~ ~0 ~ / MYRIGA GERIFERA CONT. SPAG® 5' O:G.
~0 PARKING DECK UPPER LEVEL D b ~ S
` , lA D PE MAINTENAN E PLAN N CA C I}OR ~l~Yl~~ OBEY
SH-8 Tho owners of the proporty t their agents, heirs or ass
• , ;R', . SFtfi ~r~ , ~ shall be respor~slble for the iretallatlon, preservatbn, ma~tenance oP all lent and ical features shown on ~OR
~-TJ " . the Ian. The owners she be responsible Por amual ~®~~T~~C pp a ve tatlon to include but t limited for
Ib"P f , ~ WO-I, - LT-36 maN7tenanG of the no 9a ,
/ LT-204 } a. Fertllizatlonr Frortlllze lawns twee [Feb. l5- Mcr. IS 1 Sept. (-Oct. 3q accordMg to loll test. Fertilize
12'P / C • J . . WQrfn aeQ90n grOasas onc6 during gOWklg season per
23'P 9b ~ 9 YL-20 ° soil test. ~ b. Pnxi r Prue~~nqq shall b0 limited t0 removal oP dead
14'P 9'GTP ,~(.P 4 0 ~ LT 980 b - ` ?2'P ° ~ branclfes Por trees or fors Ihes safe ~ ~ wood or / ty
23'P 25 II'0 WO-I ~ reasons. The 5hlgo standards should adhered to. The Q of shrubs shall be Ihtlted to recess to
12~p 12'P 20 _ ~ P~W9 ~ 2 maintain the natutal shape of the plant except for sheared
' 12"0 15'9'' "0 - • ~ • • "p " 15'0 ~ S Q hedges.
.0 ~ X1'0 2O 0 ~p 18"P " L c. Pest Gontrolr Pre-anor•gent weed control for lams and U drub bads be (led In F Ghemlull treatment
i s, qp 10 0 41'0 ~P ~ For hsect Infestation and disease may be (led and shall
t ? ~ ~ Q 12'P 10'PI2"P 8 qp 9 0 J ~ Q be clFic to the problem. w
8'0 II'P 'P ' , WO-I 10 . ~ ~ s t5p Ib d. All above ound utlll ul and Pacllltbs associated with 9r ~ ~ P~
, 14b 18b Z z' ~ u-I on-site electric, cable, telephone, gas or other shnikr utlll
10P ~ P , , 'P I E ' ~ h the side or red"r area of the ells J shall be located ~ screenod, to the extent possble, wt ev een plantk~gs.
~ ~ ~ 29'0 li'0 ~ ~ Plant shall allow For a mhh>um oP a S' c earance araxx!
i ' IO'p ~ 18 0 60R LT-165 II'P ~ ~ the ` ~ lLl ` the structure to albw for access. Additionally, ccr~yy side oP a door or loc the last sh~if allow for (Z structure having k p ?ncp
WD-I 8p 12'P 18'P , a 10 clearance. The amount of clearare shall account for the ~ J size of the plant material at maturity.
X 13"P
' 21'P 9'P , Ib"P e. Mow r Prl fescue lawns shall be mahtamed at a he t - oF 3 and shall mowed approxlmetsl 30 tknes a year.
~ 11'P II,O 8b ~ , ~b b 0 5ecorklcry turF areas may be mainta highm• and less
IS'0 II'0 a frequently. Warm season gasses shall be mowed as needed ~ durkg the grow season to makitaln the reconrnerided hekjlt
10'0 ~ of the species o turf ass.
~ ~ - ~0 , ,r f. Plant Protectlonr Avo excessNe Mitrr?sbn k~o the root zone
area of establlehhed plantrgs. Q
FalhK'e to maMtah all plant M accordance with this plan ~ lopmer~t
AREA PARKING ~ i REQUIREM~ITS , y~ ~.ZO'P 200 910 i co;~tltute a vblatbn of the (fled pees OrdAiaice r may result fi Pines.
10'P 8'P ~~0 ~ , -
~ i \ ~ 150 ~ li0q'0 AL NOTES , GENER t no ,'~'r;~r
a. No to or title site kn, tic but not b'0' t, l Iknitod tiy, bulidtg elevatbns ~ p"o , rr
( cull colon, I Or utnltles will be mode without
~ y Review of the i K'P ; ~ the al of the Group i D of Deve 5ervkesr ; I6'0 - ~ TREE PR TE N N TE CTI ,i1'
b. The size of the A^ea atd slu of kttt material i 'P 9b ~ , - - - - - - ~ _ ,r~, J ti-- - i. THE TREE PRO11<GTION f~ SHALL BE MAINTAINED ON
at maturity shal allow or a 25 Foot overhang from i; , ; 9'0 I9'P THE 517E UNTIL ALL 517E WORK IS GOhPI.ETt® AND T4f FINAL SITE INSPECTION PRIOR TO 1fE GERTIFIGATE OF
the back of uxb. 50-5 b'0 i I ~ ~ I ~ • protec „9 ~ , ' 14'P 9 0 h'0 ' OCCUPANCY (GO)15 TfE T~41GIf19 SHALL BE
c. All trea tlon fens shall be malntatbd until all site ~ € 8 0 Ilb work b completed. i o ~ ~ f ~ k ~ ~b REMi01/ED PR10R TO FINAL 517E INSPECTION f~OR THE G0. IO~GYP ~ 2. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE
Tree protectlai Fenctg shall be removed prior to the Thal ~ ' ~ 46'P . ~ ~ INTERIOR EgGE OF BUFFERS AND STREETSGAPES, THE
site tepectlon For the certifkcato of occupaicy (GO). / ~ Ib'P 23'P ~ \ exl5tln Falls to RRiction as I"IO-I` \t d. W~erc g vegetatbn ~ , , ~ ~ ~ ~ ~ ~ , ~ GONTRAC,TOR SHALL GUT MINIMUM 2' ALONG
required, p.e. buFf~ type A, B, G, and 100' aro ; LT-31~O ~ q,0 ~p 14"0 14'P 10 • ~ i 741E LIMITS OF g15TURBANGE, 50 A5 TO GUf, RATHER ~ 1"; 4AN TEAR ROOTS.
corridor buFFer) the 51te for roserves the r ~ 3 Cant trpec ~ ,,y l ~ % i 12'P h"P 8"0 21'P to requlro supplemental planttgs h addltbn to those shown - P Ilb ~ 21'P 21'P ' 3. NO TREE SHAD. BE LOCATED WTi•IIN A ROADWAY RIGHT
on the plaiting plan based on actual Field condltkxur. , 't i 18'0 18'0 ~ ' ~ OF-WAY OR WITHIN 5' OF A SIDEWALK. , ~ r r
~ ~ 10'P 1 II"P 'P ` 100 10'P
" ' ~ Ib'0 22"P ~ ` ~ ~ 21"P rr ? LANDSCAPE NOTES.
' ~ . `t ~ f 14'0 1`' ' a j IT'0 , ~ ~ ~ r r I. (AGATE ALL E)QSTING UTILITIES PRIOR TO INSTALLATION OF ' ~ ? r r PLANT MATERIAL. NOTIFY oV#ER OF ANf DISGREfANGIES D 6
l~ I ' , ~ BETi^EEN FIB.D CONDITIONS AND THOSE SHOWN ON T4f PLAN.
NS ~ ? \ n ~ ` 2. V~IFIGATION OF TOTAL QUANTITIES AS 5HOWN ON THE PLANT D E O
~ 8b 1 • 8"0 ~ ` ` , , LIST SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
~ i 22'0 ~ , AND THE TOTAL QUANTITIES SFIALL BE A5 SHOWJ ON 711E PLAN. ~ , D e
8'0 ' 4 12b ~ 3. THE TOP SIX INGFES OF LAWN AREAS SHALL. BE Ahi~Eq ` WTTN 3 OF TOPSOIL.
' V /
20'P y"0 ~ ` 4. LAWN AREAS SHALT. BE SEEDI~ WTN COMMON BH2WAA 9 A ~ ` GRASS 95Af COVERAGE (bASFD ON A PER SQUARE YARD SAMPLE)
~ S41ALL BE ATTAINED PRIDR TO FINAL (NSPEGTION.
5. ALL PLANT MATi~IAL SHALL GOrFORM WITH THE STANDARDS
g SET FORTH Bl' THE AM~iGAN A550UATION OF NUR5ERYMEN AfJD
51EMEN5 OFFICE BUILDING 9b PARKING DECK TOWER LEVEL T4~ W2ITTEN ST~EGIFicATioNS. ILO MCCALYSON COURT
b. CONTACT THE LANDSCAPE ARCHITECT FOR INSPECTION AT THE CARP, NC 27511 f°OLl.OWING INTLRVALSr
- REVIEW OF GRADING PRIOR TO PLANT A4m LAWN INSTALLATION.
- REVIEW of CONDIT1oN of AMEND® SOIL PwoR TO LAW1 ISSUE SEQI~NCE INSTALLATION.
N0. DATE DESCRP'1'ION 7. PLANTING BEDS TO BE MULG4ED WITH A MINIMUM OF 3' OF
TRIPLE 541R®DED HARDWOOD MULCH. ALL PLANT 6ROUPIN65 I 1016/03 ISSUE FOR 1ST REVEW
5HALL BE MULCHED A5 ONE BED. 2 1/24/03 ISSUE FOR 2ND REVEW
8. ESTABLISH POSITIVE DRAINAGE IN ALL PLANTING E~EDS AND AWAY FROM BUILDINGS.
~ './,/,A'./~''
~ . y!, f q. APPLY PRE-B~6ENT HERBICIDE TO ALL NB~1 PLANTING BEDS AT MANUFACTURERS R4:GOh~1E4D® RATE PRIOR
~ \l ~y TO INSTALLATION OF MULCH.
i y' ~x 7 a 10. DO NOT INSTALL PLANT MAT~IAL TN IhIP6tVI0U5 SOILS,
p.e. HOLES WHICH ,WHEN FILIID WTH WATER, DO NOT GOMPLET~.Y DRAIN WITHIN TWO 410UR5~
' ~ n.r. ~ . II. ALL PLANT MATERIAL (SHRIIB511REE5) °r4Wl BE A MINIMUM DISTANCE OF 4112 f~ET' FROM BACK OF CURB, EXCEPT ALONG
}C NFJ"1 WALLS ADJAGEN'T t0 PARKINS WNI~ CURB 5TOP5
• C,. ` WILL BE USED. DESIGNED BYE ARP v
. UJ 12. 711E 517E SHALL BE STABILIZED AND SEEDED PRIOR TO 741E DRAWN BYE ARP
xJ~. Q ~ ISSUANCE OF A GERTIFIGATE OF OCCUPANCY.
• , - ~ DATE+ 10/6/03 ~ ~ }
v~y~ Z _ UJ PROJECT N0~ q47
Y FILET CD
i v ~ ~
~ ~ ~ Q
0 GRAPHIC SCALE
J o e
P 30 0 16 JO d0 120
P o e
" '
" ~ ,
/Q~. I ~ f 1 inch = 30 it.
, J J JJ / - .J ~ 03-SP-201
APPROVED
TOWN OF CARY
DRC Date
D Planning Date
__j Engineering Date
CLN PROJECT NO, 147

Yac r Par!<
1116 JS 6ur~h 9out6 3~ite 910
Cary, N Caroling 87Qi1
Phone: 918 918-B71A Far. 818 919-761A
S , ~5 l~ 1 ,
~f lSc',
Og
'ao 'D,
'OA 'OA 'DA 'QO '0,0 D D 6 0
. 'OA 'a0 'OA 'DA 'OA '0.0 'D.0
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,~~~f DA DA ao ao oA ao oo o,o S • ao 1
18, 1 ~10'~ ~O~
LUMINAIRE SCHEDULE DA bA OA DA oA ao DA OA OA 0,0 ~p F b®U~I~ 18111~C
Symbol Label Qly Catalog Number Desalptlan Lamp File Lumerre LLF Watts bA bA 'DA 'OA 'ao 'D,0 h0 'DA 'a0 bA 'OA 'oA '0,0 bA 'a0
'DA b,0 h0 'a0 'DA 'DA 'OA 'oA bA 'DA '0.0 'OA 'OA '0,0 'oA '0.0 '0,0 ' ,0
CIRC., FOR THROW, C 8 KAR2 400M R4 SHARP CUT. IUMINAIRE ~ LAMP 17864.IES 34000 0.65 455
e 'OA 'OA 'OA bA 'OA 'oA 'OA 'DA bA 'OA 'OA '0.0 '0.0 'OA 'QO 'ao '0.0 '0.0 '0,0
IT IS NOTED THAT THE Pi1LE FIXTURE IS MOUNTED AT 30' ABOVE GRADE bA '0,0 'QO bA h0 'OA 'QO '0,0 '0,0 'OA 'ao '0,0 '0,0 '0,0 ho '0,0 'aD '0.0 '0.0 '0,0 '0.0 '0.
'0.0 'OA 'QO 'OA h0 b,0 '0.0 'oA '0.0 '0.0 'OA 'oA 'ao '0,0 '0,0 '0,0 'oA 'OA 'DA 'QO 'D,0 'D,0 'DA ho
'0.0 '0.0 'OA 'OA b.0 h0 'oA '0.o h0 '0,0 'OA '0,0 'a0 bA b,0 '0,0 '0,0 'OA 'DA 'OA 'OA '0.0 'DA 'oA 'oA
STATISTICS
Desaiptlon Symbd Avg Max Min A Min 'a0 'OA 'OA 'OA bA b,0 'a0 'QO 'DA b,0 'OA '0.0 '0,0 'OA 'aD '0,0 'OA '0.0 'OA '0,0 'oA '0.0 'OA 'D,0 'D,0 b,0
1~e9 ~ 2.5 ~ 5.5 fc 12 fc 2.1:1 b,0 'oA 'oA 'ao 'oA bA '0.0 ho 'OA 'a0 bA '0.0 'aD '0,0 bA bA '0.0 'OA 'OA 'a0 '0.0 'OA 'ao '0,0 '0,0 '0.0 'OA

bA '0,0 h0 '0.0 '0.0 bA 'oA bA '0.0 'oA 'ao 'oA 'ao ho 'ao bA ho 'QO 'DA 'DA 'OA 'O.o '0.0 'oA '0.0 '0.0 '0.0 'DA ho
'OA 'DA 'OA '0.0 'OA '0.0 '0.0 bA bA 'oA 'a0 'oA 'DA 'OA 'DA bA '0,0 '0.0 bA bA 'DA 'aD 'OA h0 bA 'OA 'a0 'OA '0,0 ho A
'DA 'DA 'OA 'OA 'OA h0 'ao '0.0 'ao h0 'ao 'oA bA 'OA '0.o 'OA bA 'oA 'OA 'DA bA 'OA 'D,0 'OA hD '0.0 '0.0 'QO 'O.D '0,0 '0.0 'oA '
b0 '0.D bA h0 hD bA '0,0 'oA bA 'oA 'OA 'DA 'DA 'ao bA 'oA 'ao 'ao 'a0 '0.0 bA 'ao 'oA 'oA 'OA bA '0.0 bA ho 'ao 'OA '0.0 'D.0 '0.0 '0.0 hD N
bA bA bA '0.0 N ho bA ao ao oA o,o oA o,o bA oA bA ho ho bA ho bA ho oA ho ho oA oA aA oo o,o oA oA oA ao ao oA ao ho
4r
bA bA 'ao 'OA 'ao '0~0 'OA 'OA 'OA h0 'a0 'oA 'OA bA 'oA ho 'oA 'oA 'oa hl hl hl 'ao 'oA '0.0 'OA 'oA '0.0 'OA 'O,D 'ao bA bA 'oA ho bA N O
•
'ao bA 'a0 'oA bA bA 'oA bA ho ho ho 'oA 'oA 'oA ho 'ao ho ba hl ba ba h2 ba ba ho 'oA ho bA ho 'ao ao be ho 'ao 'ao 'DA 'o,o ho ~ ho
'oA bA 'ao bA bA bA ~O 'aD bA hO ho bo ho bA bA bA bA ba ba ba bz ba h4 h3 h2 ba ba ~ bA ho 'oA 'ao 'ao 'o,o 'oA 'oA bs bA
'OA '0.0 'DA `OA bA 'aD 'A.0 bA bo ~ ho bA ho bA bA ho bA bA bA ~1 ~ba~ bz b~ bs h1 h9 bb ba bz hl 'oA 'o,o 'uA 'oA 'o,o 'ao 'oA 'ao 'oA bA 'o,o
n
'OA 'OA 'DA 'OA bA bA bA bA 'a0 bA bA h0 bA bA bA 'OA bA '0~ ba ~ ql 'Ob h3 bS 'Db '1 1 ~,B 'a9 'a4 '02 bA ' 'OA 'OA 'DA 'OA 'OA 'D.0 '0,0 'D,0 b.0 bA "'I H
'OA bA ' bo bA 'OA ' 'ao 'oA '0,0 oA oA o,o oA ho ho ao 'al o~..~ -~b~ h5 ho a3 b,9 bz 'aA ao oA oA ho oA oA ho oA ho bA
'DA ' ' ' bA bA 'ao 'ao 'oA bA ~ '3. '4,9 ' ,ao oA bA bA bA ao al oa b~ nb~ ba 3.8 ~,2 a 0,3 b,l al ao oA oA oA D,o oA oA o,o ho oA A
d ~ ~ ~
' OA '0.0 '0.0 'OA 'DA '0.0 bA bA 'aD bA ho oA ho bA at ba al oz ~ tb ti9 '2z 3A 42 4,4 'Z la 5 hl ao ho bA oo o.o ao oA oA OA O,o
C1 'Z y,9 '2.0 '24 'a2 'a1 'ao
'OA 'QO 'DA 'OA 'OA 'DA bA 'ao 'oA 'aD b,0 'oA bA bA 'OA bA bA 'ao bA hl hl hl '0.3 h5 '1.0 'z 'ZO 'ZO 'Z4 ~.1 '3,1 'Z3 b, h4 '0 '0.I '?A 'oA 'OA '0.0 'OA '0.0 'oA bA 'oA '0
'0.0 'OA 'QO bA bA 'OA 'OA 'DA 'ao 'OA bA 'OA A bA bA I T '4,2 3 'Z3 '49 'ZI ' 'ZI 'L6 bA bA 'oA '0.1 hl '0.I 'oz 'as tit '4.1 '4S 'a2 '22 'L9 ' 'lal 'L6 h4 'a1 bA 'oA 'OA 'O,D '0.0 'OA bA 'oA 'OA
a 4 ~a0 '31 ~,1 'ZO 'L9 'ZI 't9 'Z2
'OA '0.0 bA 'a0 'aD bA bA 'oA 'oA 'ao 'ao bA bA '0.0 '0, 'ao 'OA bA I FDA 'OA h0 '0.I hl '0.I bz b4 h9 '4, ~a4 '4,3 '3,2 'Z3 'L9 'L8 9 1s 9 'Z3 'Z9 'a3 'at 'a1 'OA bA b.0 '0.0 'OA 'ao '0.0 'oA
'Z2 0 .7 '3,9 '2,9 'Z3 'L '1.7 'l,7 '1.8 '2. ' '2.) '3.6 '4.0
'a0 'OA 'a0 bA 'aD '0.0 'oA 'DA 'OA bA 'D,o 'OA 'oA 'a0 'oA 'a0 ' 0 'OA 'Qt I ~ 0 'OA ht 'a1 h2 '0.3 h5 '0. 65 ' b 0 '~9 '3,1 'Z4 ' 'L 'L6 L7 ' '3z '4.3 '4,5 '1,7 ' 'oz '0.1 'ao 'ao '0.0 '0.0 '0.0 bA 'oA 'oA
~~~''S 1 I 1 1 I 1 I I I I I DA oA ao ao bA bA ao bA bA oA ~ oA bo aA o,o b,o b b.l 'al 'IA 'ZO '29 '3z 'Z) 'Zl 'I 'I, 'Z8 '4J '5.30 b hl hl 'oz 'a3 '0.l ' '6 'lb '2A '2a? 'Z7 '2z 'Ib '6 'Ib 'L8 '2z '3A '4A ~a4 '0.3 'al 'a0 b0 '0,0 'a0 '0.0 bA bA bA ~ S
;y ~ ~ H H ~'T•'
I 1 I 1 I 1 1 1 1 I 1 rl ' 1 I I I 1 I Y:.:. , j°`'; ' oA oA ao oA oA ao ao oA ao bA oA('" ooh ao bo oA ao b,l ! 'al a2 M H;; 1 ',l '1,7 '2.0 'Z3 '2.0 'I.1 '44 ',4 'Ib '1.9 'Z4 '~4 '4,1 '4,S I 'al 'OZ '0.4 'a9 ' '2a3 5 ,8 '1,6 '1,9 'G9 '6 '1.4 ' '1.3 ' / 'G7 '69 '2A '3,1 '4,3 '3,1 '64 'a2 'al 'a0 'a0 '0.0 '0.0 bA 'QO bA D e
, y. A ~,i 4p ~ 1-1 '4.4 '36 '2,4 '1.1 'Ib 'l.1 tit y.4 'Ib '1,7 'la3 'Z '3,4 '3z
0^ I I I I I I 1 I I 1 I 1 F..{I ~ I I I 1 I ao oA oA bA oA ao oA ao oA oA ao ao o,o ~ oA ao bA at b, al bz a5 a! bz 'oS 'Ll ' '4,8 '4.6 '3,4 'Z3 '46 '45 ' l 'G3 'IS 'L7 ti,8 'lA '30 '2,3 'OZ hl 'oA 'aD '0.D 'OA bA 'OA h0 d
Z f'1 I I 1 1 1 I I 1 I 1 1 ~1 T• I I I 1 D 0 ~a '3,8 'Z8 '1.9 '1S '1.4 'L3 2 ' y,6 '1,9 '2,l 'L9 'Zl
o,o ao bA ao oA ao ao oA bA aD oA oA oA oo oA ao oA ba o,l b,4 a9 h4 'a9 '4,4 '32 '2,4 'L7 'L4 'L3 ' 2 '1S '69 '2,3 'Z3 ' .0 'L9 'L3 '0. '0,2 'OJ bA '0.0 '0.0 '0.0 bA b,0 'a0
2a 2A ~,4 '4,4 '3,9 '2,9 '2,3 ' 8 '1 !z '12 'L4 'Ib '2A '2.5 '30 '2,5 '1.9 ' b 9 0
'0,0 'QO 'OA 'OA ' ' 0 ' ' A ' ~ ~ 0 I I I I 0 ' 'a 'a5 b,9 ' DA a oA 0 oA oA bA 0 a0 OA OA a oa 3 ~a5 h9 'Z2 '34 '37 '3.1 'Z3 'L9 ' 'L3 'l3 'Ib '69 'Z3 '3l '3.3 '2,5 ' 'L 'D,7 'a4 .3 'al h0 'DA 'OA 'OA 'ao 'a0 'OA ' A
'aD '0.0 'OA 'OA '0.0 'OA bA 'OA 'QO bA 'ao 'a0 bA '0.0 '0.1 b,3 '0.b 'l2 7 ' '2b '3.1 '2.6 'Zl 'l,8 ~,5 '13 'I, 'l.7 '2A '2b ' S '3, ~lz 7 'L 'ZS '2.1 '2z '48 '65 'L3 'L '!b '69 'Z4 '33 4 '0.9 '0.4 '03 '
'27 '2,4 'L9 Z7 '2,4 L9 2A 22 2A L l,3 ti2 1,3 S lb 2,0 Z6 5 4,9
'0.0 '0.0 'OA 'OA 'OA 'DA 'OA 'OA 'OA bA bA b,0 '0,1 '0,3 '0.7 'b 3,1 ~.5 '25 ' 3,1 ~.5 'Z5 '1.9 '2,0 'ZO ' 'l, l2 'l,3 '1.4 'lb 'la3 '2,2 '4a X5,4 .l 'LO 'a5 ' .2 '02 ' I '0.0 h0 b.0 'OA 'QO 9a. IIO MCCALYSON COURT
' '4, '33 '2,i ~ ~ ~ ~ ~ CARY, NC 27511 4, 33 2,3 L9 LB lb 1,4 L LS L8 L9 ZO 7 3,
'OA bA '0.0 'oA 'OA 'OA '0.0 '0.0 'QO bA 'QO b2 'a6 ' ~a '4.4 '32 ' 'S. '4.4 '32 '2,3 'l,9 '1J '1S ' 3 l 'l '1,8 '2,0 '2.1 '2a 7 '3 ,I 'IA 'OS '0,3 '0. '0,1 'D, ' 'DA 'DA '0.0 ,0
'4.3 S 4,5 ~,4 '2E i 4,5 ~,4 'Z6 '2,0 'I. 'lS ' 'L3 ' ,4 b 'L9 '2.3 '2.S 'Z2 '22 '2,8 ~S~ SEQUENCE
'QO '0.0 'OA '0.0 'OA bA 'oA 'a0 '0.0 '0.4 'la 8 '4.6 4,8 '37 '2,9 ' 4a1 '37 '2,9 '2,4 '1. 'I '1.4 'L4 ' b 'la; '2,2 '2.7 'Z '2,2 'Z IJ h9 '0,5 'a3 bz 'Oa '0.I ' ' '0 OA
'3,6 '39 '32 '26 '2~ '0.0 bA bA bA 'QO 'QO '0. a0 ' '0. 'Ll 'z, '3.3 '3P '26 '24 I '3 'Z6 '2,4 'Zl 'L 'l,6 'lJ '2A '2,4 'ai S ' NO. DATE DESORPTION a2 'Z6 'Z4 2 ~.1 1. 1,7 2,D 2.3 Z9 a Ll h7 ha bz b,l al al o,o o I 106/03 ISSUE FOR 1ST REVEW
'2I ~C.3 '2.2 '2S ~ 'Z3 '2.2 'Z3 3 '22 0 '1,9 'Zl 'Z6 ' '4,S '4,8 2 R/24/03 ISSUE FOR 2ND REVIEW
b,0 b,0 b,0 bA bo bA b0 b,l 'a1 'oz 'a4 ,4 '2z '22 '20 '22 Z2 'ZO '2z '2,4 ' .4 '2.3 z '2.1 '2,4 ' 4,1 2 ' 'Ll '0.5 'D3 'DZ '0.1 'O,l hl '0.
'47 '49 '2' 'L9 'ZS 'Z ' ' 'Z5 '2,3 '2.3 '
bA 'a0 'QO 'OA 'DA 'D.D 'oA '0.1 bz 'a3 'DS '0,0 'I 'i'A '2A '3.0 '3,3 '2,7 '2z ~,1 '4,4 ~a '13 'Ob 'a3 'a2 'al '0.I hl '
'i?J '21 '3,8 '4,2 '39 '3.3 '23
'a0 'QO ' bA 'ao bA '0.1 'Oa 'a2 'a3 'a5 'ae 'IA 'L2 1, IA 'L2 1, '3.2 '4S '4,9 '4z ~.1 ' '2.2 '3.0 'Z2 'Ll 'OS '03 'al '0.1 'Oa '
'D,0 'OA 'a0 '0 ' 'Da ba 'Q1 '02 '0.4 '0.7 'LO 'L7 " '4,5 'SS 'S.0 '3 a7 'LO 'L7 '!z 'L3 'IZ 'oA 'a4 bz 'oa 'oa ,l
8~
bA 'OA OA A '0.I Ial 'a2 '0.3 b,4 'Q5 'a8 " 0,4 h5 'oA 'l,2 L '67 'l2 '0.8 '0.1 'a5 'D,3 'OZ ba 1 ~b
' 3
'QO 'OA 'a0 OA '0,0 'a I '0.I '02 '0,2 b,3 '0,3 'I 02 b,3 '0,3 'a4 bS 'Ob '0,7 'a6 '0,5 'a4 '0.3 'D,2 'D DESIGNED BYE ARP
bo b,0 'QO '0 'QI 'al bl 'al 'a1 '02 al 'al 'oz 'oz 'oz 'oz 'oz 'oz 'oz 'oz DRAWN BYE ARP
'ao b,o o 'al 'al b,l 'al ba V ' ba 'oa 'al 'al DATES 10/6/03 al al ba al
PROJECT N0~ fl47
'ao 'ao "ao 'oa ba ba b,l 'i oa ba hl 'al 'oa ' , '(P FILE CD t~0
1 I I I 1 1 I 0 OA OA OA OA OA OA 0 6~ ao 'oA 'o b~'
6~ ,
i I I I ~ o,o o,o ao oA l,o 'oA
'ao X41'0, ~ '~°I ~0 D b
y0 Sb
i
03-SP-201
APPROVED
TOWN OF CARY
DRC Date
Planning Date ?
Engineerring~ . Date
CAN PROJECT No, 147

V
i
t1~5; /
i.) TR~WSVERSE EXPANSION JOINTS TD BE A YacCregor Perk
A MAX11uM of ao FEEL. 126 Edinburgh South 2.) ALL CONCRETE 10 BE FlNISHED WRH Suite 910
t/e' R r-0. cuPoNO COMPOUND, Cary, North Cerrollne 27611 5' MR1. NATURAL GROUND 3.) A 8' DEPTH IS REQUIRED AT LOGTXINS OF DRNEWAY Phone: [phone]
i/r R 10' m. caossErGS AND STREET DrtERSECnoNS. Fax; 818 918-7618
STANDARD 2'-6" CURB do 'n roar num b s' R R a
GUTTER sr a~ PROPOSm SIDEWAIN o GRASSED {GONG, 3000 P.sJJ
-r ~ b 1. 1 4' pER 1' SLOPE c ~ ~ U11LRY nnruurrm CUT OR FiLL SLOPE ~ ~ STRIP h CApp
NOT TO EXCEED 2:1 } ~
J Y-e' ROADWAY A NOTE iMOrTrM Or YAX BETBBiN JOBAB . . OR AT Nl RKBD OOJELIB. ~ ' 3 1/2'/FT. 1/4'/Ff. r FGSS~ • .i ;'Q X9:9
s • ~ FRONT ELEVATION SECTION A A , , • ~ coMPACIED TO A DENSNY of No EAL ;
` { ' / ~ . i • i ~ TRAI6VFRSE E%PANSION JOM eDE EIEYAIION + F .d ~'d• EwsnNC r-s• LESS THAN 9sx ~ NAIURAI GROUND iv ~ CURB AND Cl1ffER ~ '
,o ' o ~ o . o .p ~ ~ 1~c
~ ev0,O nO 0fv0 0 COMBINATION CURB AND GUTTER AJSa STANDARD JO' CURB MII ~ TYPICAL SECTION 'L'•~ >~,.•'~Q' ANaUtD 3O' CURB AND cuFTER • DINE . Q ,p P ~
(at W~ STD. No. 3AY) i W~ STD. No. 3A2) rz Q ~ ~ R,.,W t
A,B.C. AVG. DEPTH a 3 1 2" OR R ~ ( / ~ NMl~llhllw~'"
D - 8 1/2 ,WHICHEVER IS GREATER.) h SIDEWALK SURFACE
J>~ ~ B.
1. CDlICRE1E 9NiLL ~ J,000 PSl - 2 OOIRRrCIpN JOMIS SHAU. BE AT ID' ORERWL4. ~ R 1+ G 10' SPAQNO R4L BE MANED Wi8•N A NrAHa1E a UOmJ + D D D T d e
a FrBBH ALL WIICREIE MIIN gR6ro OarPOUND 1>~.
f~Of~ (~I~~IL~~ 0~~
REVISIONS REVI IyIEDIAN CURB AND GUTTER R SIONS D TRANSVERSE EXPANSION JOINT ~p
DATE DESCRIPII BIDE [ifl'AgN DESCR NI/B6 YEOMlI a8! a AUNER 10 YN, NIOINALII
10/86 DQli[D MUIEY OU11ER 10/00 NOIE /OOIIpN NJIA. A8.0. NJiA
. No. STD. No. T Ir STANDARD ®~~~~6~0~~~ STD, No. STD. No. STANDARD SHOULDER SECTION
A.B.C. UNDER 2 -6 CURB & GUTTER 3.02 STANDARD CONCRETE CURB AND GUTTER 3.03 ~ .os STANDARD CONCRETE SIDEWALK WITHOUT SIDEWALK 3 3.09
A 6H?Y,t m?a y? s Fr r o
g DIOP rape 1' Y01. Q'a,,,,,D, ~ 1 YAIIYBIL As DObCIm n 116 EHOa6LR MIN "'S' p~ spy ~ /<a
~ a soErwR oRDP ti• 11 J 1,5 FT Ilr
4 SECTION B-B NK R 'rb 1800 W FT/ACE D Fi
~ r BBDIaR >a a N610EDNlE M, MAX y
6engN Ra1rRa 1aaP 1NIe60R OA11 I E'NRg ~ 1. USE FOR DRARUGE AREAS RES.
m NOT EXCEEDh1G b (FlVE) ACRES. ~ ~ rye ears ~ antat 2. EARTH BERM SHAH BE STABILREO w/ SEEDING ~LD2A SEEDING CROS SECTION ~
To 0°° ~ t~0 SECTION A-A ACCORDING TO TOWN SPECIFlCATKINS. avot iCA110NS
A RDRa A 1681611 a ae a BOM oewo rOaR ~ amAE DESK;r'1 OVERFILL 8' •xoo tha AYpY~tD M 16DaF 1 FOR SETTLEEENf a ~ ~
~a SETILEO 21. ISOMETRIC VIEW ToP ~ 21 NObI0M/1 wEUi. Post im6led Prt
sleaaal rDIR \ ? ~ ~ 1' FREEBOARD ro~BR t~IRELY Ta MERAOrL
w A wrAw B FROM N~I ~ btr 1 Fi 4 Ff Mgtl BAFFLE INSTALLATION -STEP 1 1.5 FT ~ 2:1 SIDE
NN amE + 1 ~~'N"I 6 FT 6 FT 1 SLOPE MAX
P06~ DESIGN OF SPILLWAYS MAX FlLL Ilolsl N16 ?MeD MAX FlLL n ° u ~ amt rlm. 6ENCE a uASt le' GAMIC art Rho Pollm v a rw.
au rvlct FrB10C ORARIAGE AREA WEIR LENGTH I ACRES I ~,Tfp 1;1 SIDE SLOPE soup aH>tAls Gam ~ m+a YI6: NdsmrtAl PoR FABRIC ~ NATURAL 6trwx rosr
e a lab a at 1c01a6 TNw (t ) (F4 0 ° (~O~p z shha rose AAE wor A0007l11E 3 ~ x uK sorbs r A+err m,aual nasc PERSP TIV N0Am0N0L bar
aw eoem~ ~ ~ ti ~ 2 8.0 e . xaswct rRDU rRaNr ®x a saowx RABn J~ ~ ~ roN RErvBt a ERt 3 B.0 TD era, mart a 1x1 SDPE: a~R rent f01cE FraORf, tR 4 10A MaT EC E VIEW m '11oa wE' 6010[ wo 66060 011tllD N
EacR a sgeRwc DRa ra ~ I~ORNICI~f101~BRi b 12A s1aPa 1R aaE +ri es aan 6~oD N°~Dr o ~ 1p A~a6leo~iaa~ ~ ~ .ti i'.'• lOP O YfFIF CICIAD K I6aelt nuAl nc Onrnwl a MAINTENANCE \ ^ liE l6lltAY
eAac a sDEwux a1a R60JrBD wl 9Dnmx No 1186 1 Mi/6 a e011CflRIYD® na raa r rA016'6N 1 DIMENSIONS SHCWN ARE MlgWll s1APrs aoa. cA1a1 wK 66M6Cf ir1P01WN s6o6lO1t T6A16 IF1Eh D1CN 6asoo ov slohwalrt 6I611NL halaR Kawae NlD h6slalE tlsl? io rn 0161pL sorrow a a~ttu 61hr
~ as e~ 1~1 n6~aD S M A 616NNN70 OOrOMi M 016]I10N9 NFlal 111E 6lDIeHr IW ACCIhAMiW W 01[-IW/ TK OOlal sE?Iw 011[ 11M/. MCE M lmlfJe iNG / IWORO N 1Aflw71 ND YAe1CN MCgUD MD I k AIL 6h44 IALiO. FILIED PAIN gal AVO "'ji~iiiiiiii' awrAaEo A aE1a611n a66mn ~ wo laruoc n+E ahm?ew>m ?Alrr a mwPACIFD I~
REVISIONS D ~ ~ ~ ~ ~ ~ ' l0 NDIE M)DIIMIN BSA, Osll 10 0>wEhIK IOh aYirt Thal el®al Oh Er116 60160fri1Y 06611 M AEI Oi M O'LLNO' W 0618 e 0 A 1006AA Ff u R 0106 M IA PKR K THE 616iM10DE. 11~Y66Y ILL NU KiIOYO a M OMIODe A 0lbI1eY AIOR 01101
~ 18 wAFA Nor reax 10 DELPULVEB NOR S,wEM MBOL ~ ~ ~ OrP wlc rrrr ¦ olruc~ r1oll n6: 6r6ua wua K 106rI~ 6+~1Ye1: SECTION AT OPENING s,os,K.wK.e Mo Au asn6lste A6U61 A/OY~ fl[ s66~ar AIO mwhsu rrlor,K.Mr E.awr A•101 R"~°®~ ;
• 1 HDTE AOONION cEEr SIDE VIEW 0114 ADD NOTE OJI 86r•r0E1~ ~MNiR >I6Ef 1 a 2 ~ B RE»E IQ1CE rreRac ow ~ BAN a,waal.Iw s~616. - aQr a1 Ala:
STD, No. STD. No. . No.
STANDARD WHEELCHAIR RAMP 3.~s R STANDARD TEMPORARY SILT FENCE a.D~ GRAVEL & RI VEL & RIP RAP FILTER BASIN 4.03 GRAVEL ~ RIP RAP FILTER BASIN 4.03
uPSrRFAM END QF
srow owV11 ovE~x
~ r MM 70' MIN.
BUT SUFFICIENi TO KEEP I. PUf SLT FENCE OR 1REf PROTEC110N FENCE UP t/~ PIPE ; ~ ~ ouMErFR
SEDIMENT ON SRE 10 ENSURE CONSIRUCII011 ENfiDVKX: TS USED. •t<; •.'v.; .,pi:.-'r r.;;!i~"~;;'jir Z. B' COIISIAUCTION ON 1HE SAES ARE SUCH TINT b ~ A: STANDARD MEUL F'OS1S 2'-0' IN GROUND ~
r~`~.~.~`.+••,'~ri• :rti.:~:~>_ '•'•'•,j:;. THE MUD 15 NOT REMOVED BY THE MQMfXE TRAVEL- STEEP CUT OR FlLL SLOPE ^,:,i; ^ , . , . . ~ YKi OVER 1HE SIONF. 1FW11 THE 11E3 OF THE ~ M' i-"_
.''+2i-0' STONr TG BC U567'l:'` ~ 25' OR YdDTH OF EXISTING `~•~;''`;'~~~(SIJRBE 5'R71t t'>It RAD.ROA~t PROPOSED STREET. MUST BE WASHED BEFORE ENTERING THE
BURL' BDTT011 '1 ROADWAY •~„PlALLAEiTI~ .'.r`, PUBLIC ROAD. r*x"\~•'• . ^~l.tt~ IN#CNEVERIS 2:1 SLGPE (MAX) :;a:~~,• .Y? ~ • • GREATER. OF PLYWOOD t,;...,..:':. 3. IF A PROJECT CONTINUES 1D PULL MUD AND DEBTHS amoM T~ % E' ~tD, ~ RDOO ,DP of BOX
~a,;a w,;, ON TO THE PUBLIC ROAD, 7HE TOWN WILL CLEAN THE i I I
w;;,.. ,'"'~'~'r:,",.'~;~;r;~^ AREA ANDINYOICEIFR:FlNANCNLLYRESPONSRlLE -BaeAetDNBIIONDIN~I 5;':y'^ 9';:~ , P AS MDIC+47ED ON THE FlNANCIAL RESPONS- RIM 10rOMRT 7CE0a10 - - - - - ~ 3/4' EXTERIOR M DRAINS PLYWOOD
I81~ FORM. TILE IBNMIUM FEE THE TDWN OF GARY CROSS SECTION NOTE: ALL PARiNLLY COMPLETED STORM DRAINS YALL CHARGE 70 CLEAN 1HE S1REEt5 WILL BE >i300 514U1 BE PROTECTED AT THE END OF ND OF .p. I THESE
FOR THE FIRST HOUR MID =200 TOR EACH HOUR EACH OILY IN ACCORDANCE WTIH THESE 7HEREAFTFR, DELLS. P05f n STEEL FENCE PLYWOOD INLET PROTECTION . PosT (TYP.) - -
6 UPSTREAM END OF OVERFLOW
sroAN oRUN o
i UPSLOPE 1OE POSTTNE GRADE 1.ON MAX. i - ~ e 0 H ~ ~ 1/3 PIPE c
Hr~l GOH151RUG ~ 3;1' MN. 15' MRL iv i . i ~ I ~ ~ : ~ ' ~ DNMEIER U -1
E%LSTLIO ROADWAY SIDE SLOPES ~ h ~ , p e
2 ; 1 (MAX.) 1Z' MIN. . ? ? ? i~ _ Q p
8' MIN. WASHED STONE FlLTER ? ? ? ? ? ? ? ? ? ? ? ACROSS PIPE INLET r ~ 9 0
FABRIC UNDER STONE I ~ STEEP CUT OR FlLL SLOPE ~ ~ t1 I ~ 57 WASHED STONE PLACED lq A HEIGHT II ~ 12'-18• MIN, ABOVE TOP OF BOX
RENSIONS RENSIONS HARDWARE CLOiH 'I
DATE DESCRIPnoN CROSS SECTION 10 BTONE TYPE IU4D. 1 HotE rAa11DN u DE5CR1 ON ~ ~ ~ IIO MCCALYSON COURT
BJrA PLAN VIEW STONE FlLTER INLET PROTECTION CARP, NC 27511
' 4 Nxl FlUER Fr8P1C aNA STD. No. STD. No, STD. No, , No.
CONSTRUCTION ENTRANCE DIVERSION DITCH PIPE INLET PROTECT 4.07 4.09 PROTECTION PLYWOOD ANO STONE STANDARD CATCH BASIN YARD INLET PROTECTION ISSUE SEQUENCE 4.12 4.14
N0. DATE DESORPTION
I b/6/03 ISSUE FOR 1ST REVIEW
LIGHT HEAVY 2 N24/03 ISSUE FOR 2ND REVIEW
SI{ALLOW TYPE IMERMEDUITE TYPE {¢'X4') DEEP TYPE (5'X5'1 (a rEET oR tm M DImO W Far m BD rEEr a Dernp (awl m rar a1 aPDO STANDARD TYPE DEEP TYPE STt3i P05T TYPE I-2 b~
Or m m rEEI w oan0 (DVm m rEEr N oErT11) 2-IN IS-IN WIRE VARIAE~LE A5 DIREGTtD 8Y THE EN61NE~i
FABRIC WARNING SIGN TYPE H 2-IN WARNING SIGN
STAIOYID BIIPa ROHPOI6ID REIIOR6m ~ , a6rxa6rE ae tr aN , . ~ . Ns'N¢eo ~ aMt ~ ~ BINDER COURSE ORANGE W RESISTANT
e' BrAtuYO r Ba1NIND s1Fre S D~i HIeH-TB~51LE STR6rGTH M81. ~-U2 6A. POLYE11m.ENE LAMINAR
saHDeRD slave s6P6 le• o~~ uE Eu~lme 1e' aN ~ M aN • , ~ u• aN ~ conm Ir iHBm wIR19f r d FABRIC ('iYP) INTF~MF.DIATE AGGREGATE ~ KE WIRES
B 0' ' ~ aim 6-IN 8-IN ~ MIN. l0 6A. BASE COURSE LINE WIRE'S ~ • GRADE
una ~ oESa1EO roR Hs-m Ia~Daa Aua1NaE una pe6crou Ewrr `a uP m na f ~ e~wa aaER re' ~ IEa tt rut a m ~ eRADE
na°oaREEU nrm coureE e' 4 • w ; ~ 4 re- Ea EAreTrNC cab BD' to, DDDO11ac cac r NM. ?61, rRatML ORgE ! N000 ' . PUr'l10 ODIFJr M1Y OR - • ~ DESIGNED BY= ARP b MIN. GOVhR
IRM6, OM1E a HOOD PER DA,T. 810. Bk~OBC e~ rRw1E, aaTE a HDOD Pusnc cnnrt wrrc DR e• aY1n. R11810t roam _ GOMPAGTI PER OA.T. BT0. aaawD PER 0.aT. BID. Or0.O6C 'r OUIYt RuBBkR r01Nfl ~ ~ ~ ADI = COMPACTED 01/ER SKIRT - qpE DRAWN BY= ARP
K O ' 0 -I I ~-III-III-I Ik8lORRO ~ DONCREfE r REINrORLiED e~ . 1' , ` r ' -I ( ~ ANGFbR sKIRr AS ORANGE W RESISTANT, DATE= b/6/03
~f ~ r EB. a7NplE1E 9N ~ . 'ia'liii ' ,y 1 ~.'C rA ~y NOTE31 ol>=EECGTFn BY ENSINEER ~ HIGH-TENSILE STRENGTH,
r Nrn m Exam r rep r 30' eNCR Nn NM, r THla1 rrvHm e~ ~ I. 5EE SPEGIFIGAT10N5 FOR PROOFROI.IINE POLYETHYLENE LAMINAR FABRIC (1YP) PROJECT NO= M47 PROOFROI..LINB, GoMPAGTtON a TESTING REQUIRB~IENT5.
r r m m' r wartNi nAtRr sra6 eEaoxo ,r 2. DETAIL 15 FOR ON-51TE P,4VIN8 OPERATII SIDE VIE1N +IVINB OPERATION5 ONLY. , FILE= CD
, w FUT TOP DETAIL 3, GONTRAGTOR MAY GHOO5L TO INSTA T 1005E TO INSTALL INTERMEDIATE COURSES OF PAVB~ENT 0
5TA81LIZE T}IE 51TE DURING GONSTRUGTIO 3 GONSTRUGTION AT NO ADDITIONAL G05T. I-) ASPHALT MAY E'1E ~t
eO0° P~ mNanE ~B_DQAU. USED IN-LI$l OF H-$INDB~i FOR IN'I'ERMED ~ ee• ~ CONTRACTOR 15 REPON5IElLE FOR DETER fOR INTERMEDIATI; PAYING AT NO ADDITIONAL G09T. THE I, WARNING SIGNS TO EIE MADE OF DURABLE, WEATHERPRAOF MATtRIAL. 91E FOR DETERMINING THE ADEQUATE THIGKNE55 RE~GNIIRED FOR Z ~.~RS TO BE 3" HIGH MINIMUM CLEARLY LE61E3LE AND SPACED A5 DETAILED, b
ew neaaEee Na s1Qa BrwuBm sms LATE PAVING. INGREA5E5 IN TH1 °'Reara~RCOrDN FDR i n r ,E• ,r IGRI:ASE5 IN THE DE51GN PAVE'ME~1T SECTION TO FACILITATE ~ , ~ TREE PROTECTION ZONE
M, IA,~a+o m ~ ~ ~ a, (NTERh1~lATE PAVING SHALL BE PROVIDI 4LL BE PROVIDED AT NO ADDITIONAL G05T. 3. SIGNS SHALL BE PLACED AT 300 MINIMUM INTERVALS, 4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTIDN AND 50' ON CENTER 1o N
S :r ENaHmI o1a m1°Y rN 4. THE CONTRACTOR SHALL $E RESPONSIBLJ ~ RESPONSIBLE p e
FOR R.EPAIRIN6 ANY DAMAGES TO JL7R owl r a1 Ir rbEl nbaolef m r rRDEt to Tr SUB6RADE, INSTALLED $A5E GOUR5E AGES To M KEEP OUT e~ 5. FOR TREE PROTECTION AREAS LE55 THAN 200 IN PERIMETER, PROVIDE NO LE55 ~
a wru rrN°°rD'iartbN ew aHw. BE wta. a t AND/OR INTERNI®IATE PAVING PRIOR T lVINB PRIOR TO THAN ONE SIGN PER PROTECTION AREA,
' o' ~ o. PLAGIN9 Sl1BSEQIJENT PAVEMENT LIFTS A' ~MENT LIFTS AT b, ATTACH 51GN5 SECURELY TO FENCE POST5 AND FABRIC, wioult~r. c1rn1 ner~n
CONCRETE BLOCK OR BRICK CATCH BASIN 8.03 PRECAST CONCRETE MANHOLE JUNCTION BOX NO ADDITIONAL COST. nrn~nw awn v~rv~ 1. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
8.05 5. TW CONTRACTOR MALL BE RE5PON51BU 5E RESPONSIBLE 8. ADDITIONAL SIGNS MAY BE REQUIRED BY THE CITY OF RALEIGH INSPECTION 03-SAP-201
FOR PROTECTING PAVE-ENT DURING ALL M DURING ALL DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. APPROVED NAL SURFACE OF 9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER
P4A5M OF NOW. THE FINAL SURFACE G PAVEMENT 5HALL BE FREE OF ALL DEFE( OF ALL DEFECTS TM~A~ TOWN OF CARY
OR DAMAGE. FOR TREE PRQTEcnON ONLY ORC Date
Planning Date ?
Engineering Date
TOWN OF GARY STANDARD DETAILS TYPICAL PAY YPICAL PAVEMENT SECTIONS N.TS. STANDARD TREE PROTECTION PENCINS DETAIL ~T~ CLN PROJECT NO, 147
{

MacGregor Park 126 Tdinhurgh South
P<7ST 70P 6RL'EH VIHtL GOA11S> LII! PGST Sytite 310 Cary, North Carolina 27511
R01lt~ ~ ! CHAIN LINK FADRIG LOOP GAP CORNER POET Phone: [phone]
Fru: A18 318-751@
RAIL TIE ibb' Q S/e') OD TOP RAIL ~uuwau
LRE POST Q f>ZOI?I~1 N CAR
m HYDROLOGY PIPE DATA HYDRAULIC GRADE LINE P~ 0 0 Ess ••~i
' Lee' 0 s/e9 on 4 BRAG: RAa g ~ Q 10y• 9
_ Total Inlet Pipe Se mt U er Lower ~ a T 9 9 PP ~ ~
~ Pie Area Area Turf Pave Time Time Tc I C AC Cc Sloe n savASe P 0 P . heo S'ze V.full L Time Invert Invert Rim Cover Pie U er Lower Pie Result ' Slope n D t I P PP P
KNUGKL® _ from to Inlets acres acres % ~ min mm min in/hr cfs ft/ft ft/ft in in fps ft min ft ft ft ft from to Ke WSEL WSEL CL
wIR>: LRi Poor T1E ~ '•.,QINEE~• ~Q FW 4 • V
Al A2 At 0.29 0.29 10 90 5.0 0.0 5.0 7.22 0.84 0.24 0.84 1.8 0.0500 0.01 ~ R. •(3 0.0500 0.013 6.8 15 11.8 65 0.1 374.00 370.75 378.40 3.04 Al A2 0.2 371.43 371.38 371.38 OK "~,„„„n ~
A2 A3 Al-2 0.2 0 0 01 3 0,52 10 90 5.0 0.1 5,1 7.20 0.84 0.19 0.84 3.1 0,050 , 0.0500 0,013 8,5 15 11.8 44 0.1 370.55 368.35 376.40 4,49 A2 A3 0.28 369.11 368,97 368.97 OK
~ R~ A3 FES Al -3 0.19 .01 0.0100 0.013 12.8 15 5.3 31 0.1 353.35 353.04 374.40 19.69 A3 FES 0.15 353.83 353.66 353.66 OK
T[tL510N BAR 0.71 10 90 5.0 0.2 5.2 7.18 0.84 0.16 0.84 4.3 0.0100 0 MIN D[PTFI
10'-0' MAX SPAGIN6 Iw
~ B1 B2 B1 0.16 0,16 5 95 5,0 0.0 5.0 7,21 0,87 0.14 0.87 1.0- 0,0500 0,01 0,0500 0,013 5.5 15 11,8 21 4,0 356.35 35525 361.50 3,79 B1 B2 0.2 355.8$ 355,88 355,$$ OK D o p v o A
B2 FES B1-2 0.16 0.32 5 95 5.0 OA 5.0 7.21 0.87 0.14 0.87 2.0 0.0100 0.01 0.0100 0.013 9.7 15 5.3 26 0.1 348.75 348.49 361.50 11,39 B2 FES 0.28 349.15 349.12 349.12 OK
er,D a eow+ee TDP ! earror+ PosrT'OP PADRIG SEGTIOH ELEVATION -ROUND END P05T5 Wares
(4)x POST WIDTH
~1®T I~OR
~®a~T~M~'~0~
CHAIN LINK FENCE N.T.S. STORM DRAINAGE CAICULATONS
3'-0" 6" 3'-0" 3' MIN
TOP R.EV -348.0
3 ~ NA1uRAL sROUND
NOTE: FOR 1H15 APPLICA110N • THE SIGN MAY BE MOUNTED ON ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC N ' •
A POST, THE BUftDING FACE, CONTROL DEVICES, NCSBC AND ADA SPECIFlCAlION9 4"
A COLUMN OR OTHER FD~D AND REGUIREMEMIS. B1~M1DA SOD :a BERMUDA 50D LONGITUDINAL SLOPE (OAS) Z ~s) z r
MOUNTING SURFACE
80• 12' 12" 2500 P91
;,t~:.. CONCRETE • HEIGHT TO BOTTOM OF SN;H
• WHEN PEDESTRIAN PATH :,,F' FROM CAR DOES NOT PASS ~
Y w f• BY OR tN10ER THE 31oN. r~~1
,..~~t; . % `;':y 0 NOSIN6 SHALL BE CAST IRON (PAINTED
i,Y - . ~ , ,,r i•.' , t ~ RT eD Iy' 4r''~S.r.r'~ BLAGKJ WITH SILICON CARBIDE ABRASIVE, ~,~.4r~'~\.r,rh.,~;hr GRO55-FfATGHED PATTERN SURFACE.
HacHr 1b eorTOM aF sla+ j ATTACH NOSING WITH WING ANCHOR
wHFN PEDESTRIAN PATH ' ~`v'f r 7 t FROM CAR TO WALK PASSC9 1~•'`'ti,~''~,,~,, ,d ' ~ ~ ~ ,f SET INTO CONCRETE IN ACCORDANCE i,,..:..~,~..
BY OR UNDER THE SICN. NOTE, PENALTY 's*,.rti .i Y . 9HiALL ~ PER LAIEST f WITH MANUFACTURERS RECOMMENDATIONS. '`\.r'~ ,.i~,,E..~ OUTIFT
R7-el1 FRE AMOUNT A5 SPECIFIED ! rlr I I?RROT>=crloN IN6 DETAIL
~ BY LOGA.. AUTHORITTES. ~ ~J , r i ~ ,r .r .,,,;.~,.v
i ~ ' ~1
Ir Y Y ~~'T' `7 t,.~' 1
• k">~,l::a ^ _ 'VAN ACCES~IE' s.`- • ti j'!~~.~ .tis~ ~ ;;~~5 1' J . I Lin ~~YI~r \ r ~ 4' STEPS A ' , r L SIDEWALK
a2T ~ ' f• r~~,<.~( \ .TOP OF STEPS ~ j ~
~~''"r" SIGN R7-B OR ~ ..,.~.~,.c.\I~l~•" 0 BOTTOM OF SIGNS R7-6A ~ ~ ! I ~,•c~.r - STEPS q GONG. i. t ~ r \ GHEEKWlW. 4
R7-B OR R7-8A ~
VAN ~ ~ ACCES5IBI.E ~ SIGN R7-BD ~
12"
\ ~ 51Dd{+~LK 1 ~ GONG. I~' 11 I I \ i L_______-J i ELEVATtON
SLOPE 'NDINAI- \ \
W-~...---_.. - \
SIDEWALK 5'~,~ PRQNT ELE1/AT,~QN
m GALY. STL POST
END OP LEVH.
FlNISHa) GRADE DER TO MATCH EXIST. STEP PLAN VIEW
6R:OUND ELEV. +-NA'111RAL GROUND-+
I I l1=AGH
I I I I-~--3' DEEP CONC FOOIING ~ I u , Le~eTN ~ ~
L--~ os
°e 0
TYPICAL HANDICAP SIGNAGE N.T.S. R N.T.! LE1/EL SP EADER N.TS. p e
NOSE OF RISER
9 0
2' FAIRGLOTH 51UMMB: FAIRGLOTN 9TCR'F@i TRASH RACK b' b`
OR APPROVED EQUAL. OR APPROV® 5d1AL ~4 8AR5 8' O.G.E1'L ? SECURED TO 81.OGK5
2'
'A' IIO MCCALYSON COURT
• 9 BARREL 9' CARY, NC 275
6' hV ~i S!l PLAN PDR T4Ji M/. a rox elev.
BARREL 90LD ERICIC V~'!t CaP, < y ~ , OCeAl' 6711dC1Et ~ ISSUE SEQUENCE
I e' • . . !lCLD !RICK 1DP CQAHF ror~ude N0. DATE DESORPTION
I~ N_ FLEXIBLE PIPE 6' T~ ARIDE
I 10/6/03 ISSUE FOR IST REVIEW
r5 BARS , i/2' EXP. END TREATMENT JOINT NOSE OF RISER (PLAN VIEY~ 2 n/24!03 ISSUE FOR 21VD REVIEW
RISER PLAN Ib' O.G. ~ RISER SECTION w+m nnop?le
re~eRA?c AST IRON NOSING, TYP 12' 12"
' d caal Pu w eDOO P!I ` ewarr SIDEYYALK II 12'
b' NOTf: 5EE EMBANKMENT DETAIL I I \ I~ CONT.
roP of EMBANCr>B~rT G.. 95a.ao' I~-'1 ON SHEET G'1.4. ~ ~ w zao ~ ~r R I' 3'R.
II \ ~ ~ ~ bS"
• 1a: r d C,FIU ~ 3 RADIUS 6' \ 1-T/2" DIA. INTERMEDIATE
''w, BASIN STORAGE AREA = 3716' GP P r:.r•~ . POST, EQUALLY SPACED 2 GLR ` 5' O.C. (MAX)
RIyER CREST Ei. = 909A0 ' . ~4 - 12" 0. ~ 1-t/2" DIA. HANDRAIL DESIGNED BY° ARP
EXI5TINB ~ . '.•r• BR/M1DE (SEE PLANS) ~ GONG.
• ~k'. •,w 8' GMU BLOCK RISER 's SELECT FlLL ~ ~ ~ \ GHtO:KVJALL I I ~ DRAWN BYE ARP II
GROUT ALL GORES TO GRE9T a FlLiEt rIrlltlG ~ DATES 10/6/03
I \ ~ t-t/2' DIA. Post PROJECT N0~ n47
- • OUTLET I wele7 erole ,s~« / I]' RGP-~ ~ DCTAIL SHCET~G .4 P01! f11 aa~r; 12' MIN.
INV EL ~ 900.00' > > OllILlT PROTECTION DESIEN 4, rGRGA ~ ~ b' 1/2" EXP. JOINT FLE' CD
i"'.: ~5,.?•. ~ ' f~''z;a .t ' ~ DRAM NQffS ~ CONCR[1E SHALL K J,000-MI 0 2! GAYS. ~ ~ ~ ~ I I SIREWALK
Z-FT D~ GUT OPF TRENCH. LNDESTURB~ ` ~ • . • a.
EXCAVATE TRENCH ALON9 GENiERLRIE r MM EARTH OF EMBANKMENT AND EXTEND INTO BOTH ° ~ „ FRONDS NO-SLK+ BROOM FRNSH PFRPQdDICULAR TO ? ? ~ ~ ~ I I I I DIRECTION OF TRAVEL A ~4 CONT. I 1 I I a colaNlah I I I I
A91R~T1T5 TO AT LEAST THE ELEVATION " ' ' ~ ~ CONINIAMJ OF TEE RI51=R GRE9T. SA51~ ~iTION r ~ ~ ~ ~ ' o COIICRPII}10~01R1~ ict+~e~roolrte HANDRARS SHALL. BE CONSTRUCTED IN ACCORDANCE WI1H 12` u
NI! NC BUIU~TO CODE VOLUME 1, SECTION 1007.6. D s
d 1~ r cue mr! PROVIDE 1-1/Y MRMMUM CLEAR SPACE BETWEEN WAIL AND AND HANORAN»
L INSPECT DEVICE APTER EACH RAINPALL REMOVE 9®IFIENT WHBd 5EflIMENT REACHES A 12 IN. 5L~kL'S SH~l.1.8E HOT-DIP BN.VATIIZED STETS.
DEPTH OF NO MORE THAN OIJE-HALF T1f NE16{fr OF T}d R1582
1'R'L (Avlm P=1 MUY 1 L7D 117PW 1(L Im ?1AKC IMAM Q o"VE DIMl4OM OF POST AND FLAT STEEL PLATE
2. GLEAN OR REPLACE STONE FILTER H 19 DHVIGD NO LONeM DRAINS PROPERLY, FORMNe BOTTOM GA9lAM. FILL VOIDS ormem POST AND SLEEVE HM NON5NRM ANC4 RIN&U9~M MIXED 03-SP-701
3. EMBAN KI-IM f SKALL BE COHSTRIZTED OP C 42M STRUCTURAL SOIL, FREE OF ROOTS, VEGETATION, ROOKS 3 OTHM OWBOTIONVADLE MATERIAL. SCARIFY SURFACES BEFORE AM PI.AG® To OOM1Pt.Y HTH MATERIAL. APPROVED
PLACING FILL. PLACE FILL IN" INCH LOOSE LIFTS. COMPACT TO AT LEAST 90% OF THE STANbARD PROCTOR DENSITY, MANUFAGTLjMtS RBGOM EWATIONS. FINISHED SLOPE To DRAIN MAY FROM POST. TOWN OF CARY
DRC Date
4. PROVIDE PARR MARK ON RISER AT IZ" HEIGHT. CLEAN AND REPAIR ONCE 5EDINlRIT REACHES MARK. Planning Date ?
En9ineerin9 Date ~
SEDIMENT BASIN N.T.S. RETAINING WALL ALONG STEPS DETAIL N.T.S. EXTERIOR STEPS DETA L wTA CLN PROJECT NO" 147

YecGresor Perk 126 Edinbnr2h South
Suite 910
Cats, North Cerollne 27611 Phone. 919 918-a71s'1
NEf ZOlE 9ElDIN9 melon afld wetkM olrea~J LJ~i~OSGN'E NO'tL'S Fer. 919 919-7618
~ ~
APRJA.Y FAOW Mtt'LAiD M6WOW MU( DY ERNST S!!D 10-Y! LBS/AORB OR (OR AS RSOOM~RFDID CA. OR Ed1A1(800-b'iYJ91U f'~i MNIJFACApIRK
I. LOOATC ALL EXISTHG UTEI1Tts FTiIOR TO U15TAL1ATkNi OP PLANT MATERIN.. NDTM'Y I.ANDSOAPE BY MANUPALTUR6y 20~ dYMUS VIRGNMQM3 VNtEINIA WLD RYB POR ROIr 0, n ,»YOOa~~`~~/ •T~ V'
ARLFiITEGT OP ANY DI IE5 BEiY~N PAD GdCITIONS AND 11105E 5Fb1N ON THE PLAN. 5~V ASTeR LMBEI.UIUS PLAT T 2. VERIFIOATICN OP TOTAL GiJN1TiTIE1g A9 9110YII ON T1! ~ AS 5110YH ~ S% HELIOP5151BIANiHOIDES OX-0YE SUNi'LOI~t ~a~ r;
OF TI£ GONTRAGTOR, AND TH! TOTAL G1fAHTITIE5 5HALL 5% 9GRPU5 A1RDViRBr9 GRERI B0.RI1911 ~ ~ W
3. CONTM4T THE LAADSOAPE AAOIiITBGT POR RMPEGTION AD HAIR! H ADVANOE OF THE 5% 50LIDAb4 RUEO.aA YRINCLE-!Pl'P 80LDCifeOD 5Gl~DULED 511! YISIT AND AT THE FOLLOWNG IHiHiVALS, S% SIN AL19t11FOlJA WNGSTB~1 e T Q Z °
- RENI61 OP ERADHG PRIOR 1D PLANT AND LAYH p~STALLATION 4Ai CAREX LURILIHA HOP 5lDEE - REVIEW OF GOiDITION 01' AMENDm 501E PRIOR TO LAWN INSTALLATkXI. 4% YlRNONIA HOY!!lORACBN5IS N61 YORK IP4Wr!'~ 5 fi
- REVIBr of PLANT MAT~IN. PRIOR 1n HSTALLAtioFL 3111 B1PAT17RILM PERP0IJATLM BurrSEr - Olre PROGRESS MB'TING DURHG PLANE HSTALLb10ll SS>r EUPATOR0.M PISTU.OSJM ,?OE•P'e'E W'~ 2" MULCH ,~i~C'F~'+~ .+'°~~~~t~° ,~s•t~/1°N~Pd qtr
-ONE PTYIGRBSG MB?TH6 DURHG ERA96 SE871tIG. 5SA1 BUPATAZNJM MK•ULAIUM 5P01'TED JOEPYC WB'.D - 01@: SIBSTANTUIL GOFPIl'TION MB41NG POR 513'DING. 2S% GAREX GOM05A G05M05 SEDEE J•tl~ nV S, •1'S+1t . t~iipitll;~'
- 01~ 5UB5TANML CONPLlTiON 18RiNG P'OR PIlNT~AAW~ ZAI A5T9U ~ ZI6-ZAB ASTIR -ONE FINN. UEiPB:T10N FOR ALL SEEDHGiPLJ4NTING 2!b JJlIOUS EFfU5U5 50Fi RUSH PINISFI
7% SOIRPUS GYPEWNIS WOOL GRA53 M 11E E~EIfT THAT TI! IN~30APE AROFHTBOT 15 CN ~ ~ Y WTH 1FE PWly~A1D~~ ~ ~TATA BLUE Y6tYAIN GRADE
MSPEOTIU9 BEONlSE OF Tt! CONTRACTOR'S PAgJlRE ISAi GARDE LURIDA LllRID SFflEE SF'EUFICATIONS ~ FORTH HBi~ Tlf GONiR/'GTO AT~fl! POLLOWM9 RATS 18'lh~iR.~~~ I% 6QiM LAUi~ATUM R4UBFI AVEN! MULCH SED S S ) Sl? t? S < S Do e o e
n~ wrDSCAPt ARU~TecT FoR THE r1Nt 11T~avm ns PeNTNORUM st9oroes DITCH sroNecROr 4" TRENCH , ~ ~ - z -
4. ALL PLANT MATERW. SHN.L GOIFORM WIM 11E STANDARDS SET FORiH BY THE AMERIOlW I% 513ECI0 AURBIS GOLDEN itABYIORT TION OP MR9[RTNBI AND THE WtiTtEH SPEGIFIGATIONS. N~ 901JDAG0 GRAMFOLIA ERA66~LEAY®EOI.D9IPOD M.~SOGIA 6RA55 D ~ I p~q~
S. ESTABLNIN POSITIVE DRAHABE H ALL PLANiTNG BEDS AFO AMNY PROM BUII:DIN6. LiS ZIZIA AUREA EOLDEN II,EXNrDPtS . OS>~ ASTER NDVAE-A~kIJAE N~1 E}IBLAN7 AST~t! UlIl6 Y 17t1 0 0 ~'C ~ ,iii 1111-II'
b. APPLY PRE-EhlR9EMi NERBIUDB TO ALL Nly4 PV~ITIN9 BIDS AT MANJFAGTURER'S O~Af LIDYA@IA ALTI~iMPOI.IA 5dD90X ~ RA't~' PRIOR TO INbTAUATION OF PWtT MAT~RW+ ' ~ SAGKFILL MIXTURE ~ a M
'1. DO NOT HStALL PW11' MA1EpIN. EI IC~VIlNlS SOM.S tle. HOLES WMCH W491 fllJ.EC WI`M YNTER DO NOT GONPI,laTH.Y DRAIN WTHM TWO HOURS). / / / / / / PINE ® W®U nd~~ / / / / I PART 5GREENED
\ \ \ SARK TO 2 PARTS 501E / / /i /i / / / / / ~ C~~~~C / / / / / \ t'`8-8 FERT, MIXED
TIRING ALL PLAHTS AND LAFH AREA6 AU8-MAR 9~ TO~FIORNR'f b. U~TIDSGA!'E CONTRACTOR SHALL BE RESPON51a.B PiOR WA 5EIDM9 9GHEDU.E ' AT HIS COST FROM HIS OYN WATIR SOUROE~MG~1N9~~DI ~INBR&iIARED AFiBt T9JB5 iN11A1 \ WITH / IN AT I LB1100 S.P.
9UB5TANITAL COM°I.ETION. ANY WATt3tU1G CONPLEI'lON 511N1 BE AT OW8t5 0057. TO BE APPLIED TO ALL PLANTING BEDS
9. 6T3ERAL CONTRACTOR SHALL 8E RESPOiISIBIt FOR KEIPMidNO N11~T~TF! OWNER AREAS ~ AWAY F ~ IMM!!DIY AST N~0 ADDI110NN- G09T TY1 THE OWtR. x DITGIVLOW ARE~t ZIOPE AM SEMI-NET ZOI~ 9E~IF1~
GOHTR~TOR 51W,L WATER AND MAINTAIN 1110SE AREAS uNrx. THEY ARE AT 90!11 cov>?RAEE AT UND G01~ER PL>~NTING ED EDGE GRO
SUBSTANTTN. col~LettolL PL/~NTING B No SCALE N0 ~
ID. SIEGTt1UTI0HS d' PWR MATERIN. 51441 ON.Y BE KC~TED d0 DAYS PRIOR T ~YGOMNr OP PLANTING OPERATIONS. 5UBSTTMION REpRSTS MVST BE H WRiTMG AlD~ FOR SUT93lIOR ~ .1~
ACC2PTBD POR LACK OP AVAgJ1DIL11Y RT=1EON9 WHICH C.AN EE SUDSTANTI ' STOCK 9UBS1111TTIOHS. APR-JILY OBL METIJWD MIX (ba01~1 SY EANST S~9 Go. OR laz 1.BWACRE OR
(OR AS I~'COMHEtla9 lfilN. (800~d't~!-33zU P!R WANA'AGTUPIR'S eY MANIPAGIURER) RBfiURE~RTiS POR 90lf
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PRIOR TO S®HG, IF 1FTE LA?DSCAF! GON'(RALTOR~ APBS1i~1L HRIN6 TOIT T}E ATiE~TIOH '1Ai 9GRRkS AiROVIR~ 6REC1 BU.t~79H UtW,CEPTABLP FOR PHN. ~ W-D9CAP! 6fi SGRPUS POLYRTYI1JrJ MANY-LEAVID BI~RUDN
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PR10R TO PINJV. ALCEPTANGG I% DUIJCIiUN1 AlaI1~INWSM 11~YMT SEDER Isr MMJLUS RHBTSI! MDNKEf F1GYBt
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~ OR AS REdJIR1Sfl TO ACIMCVE 9SAf GCNERAGE PRIOR TO MI11AL ACClPTANCE.
MUST TAIL PLrtiOE OUT-0F-9FJu0iN P'OR PERIWCfT eRAEb, N.l. DISTIA~D Alm NOT L~LED As LN"SI MGb Wf9T S9DINb _
SIU~~l BCE ARP~P0181B11 Pt3~lA}8n SEEDINS SPK+IFI® IN `.A'l~SONT~
AT NO ADDITIOiW. COST TO 01~116i. !Zell! T>$L a ~urn+u ~w
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MRW. ACC~'fANCr. BY MANU'ACIURETy oR APPRDJ>D EfiIAL RB3~etr9 FOR 9oTr ..t, Tree Planting
LAWN MUST l~ AT ~ COVERAGE AT HTTIN. AOORTANGE REVd1 CoVRiAeE TO BE AOClPilD. 201r TRIPSJrC1A1 DACMOIDd lATiTDTN sAlVlRlbe! Shrub, Grvant'k~ier, ard'Pers~Fi~i Plari~i~ > :
' UHTA. TI! I]Ti dYMUS GNNDI~NfIS CANADA YiLD RYE IF NOT AT R~ ~ ANCE WILL BE DaJ1~ IOIr A?CR01+17EON EQL4iDII Db BlUl3TtM FOLLOWNG IOAf AN7ROPOEON SGOPARIU6 LTTTLE BLLl51E4
10lef CNAM~BgtlSTA FASOIC0.ATA PARTRIDEE PEA 10sr PANICUM VUiEA1UM SWTGIBRAyS • r 1oarmaerorcwn o~caR
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WiH r' i~ ~ K;~ NATURAL SON.liNE
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B63E ELeIN~!lt.6eltII _ . sETt0r4FaGb'FehurrAews II TOV of aAtt AS OUG FNV15HEOGRADE s>• , i!.-....r,s .ea~.~.:;"w
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.LA. - AUG DROYHR7P MU.LET ~0 LBSJACRE SUDAN eBRA_°b SS LDSUO.Ql1 BM;KfILG e1MENQitIE 1T1P ~1 ~ USED, RErAOYE TOTALLY
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oaon~ISUrraetE: ' ci~uacaucrrr~oa ~ p..• AiSPECTION OR ~ f1AfAPEDESfi1EIMOEITR00t8,ttl !i
iRONdE NATNt[ $OM, M!AN, ~OM,Whfl : 2J'SNREDOEO9NtKNUlp4a IfIMfRON1tRt11N ~N ~ ~ ?a,1„.M1: N i' {OOHOTCIACEAAACNMCONTACT.WON'fREETNIINq
POR - ~ I~1TT7t. L = w i CON9IA.T f,ONSERYRTION ENEIi~! OR 8011. COHSERVATION SlRYK.E ( Zsa y: _ yo-r-,a: Ixs~l~u~~ Tr:OEFJrC~:,;'
ADDtitONAL INPOIRiATION OONO?~NING OTI!'R ALtERNATMES POR VBECTATION OP ~ ~ kk,..>.v s 414?.NT1Ika:~1~4 ' i I U1~MiE1bEO8ACNFlII ~ r: . ,
DHiAiS1 AREAS: THE ABOVE VgEETATION RATES ARE TIC WNIGi DO WBl U1~DBt ~ xw RATE CONE'ANATIONS ARE POSSIBLE. ~ Qf a~~~. t ~G LOON. COiOR10N9e OiFER 9~ p1ANiNti s; ~ ~-0 . . i'~3 ~ a r~w.+ ski a ~ ! ~ A531ki[Z:MEIIMMEII', I 1 r '1 PCANTMIG NUl ~ ,I ~ ~ FOGEOP , ~ . ,,.7fi ,".!,w~, , • ^`w. ifl~~i `ti Hx k>S•~t~i`klfe < ~;..5 • lR~K UP PLANirIGiMr, , p e s,k,, •5 ~;.i,~ ~t ,.,b~' , . , „ ~ ~ t ' ~gttANGERSiMnl6~ ,.a ,
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P>?tM?JlNT VL'EB~ATIOiL DO NOT ALIAW 1lNPORARY . ~ ~ , # s. , @' M WBIGITI' ti~OAE MOWNG, aT> PPSAIE MAY BE SIMDm OUT. iYw.ilt' ~.~wx;SY L{,YM'i?'~~W htY ;2Ut+~. vM` ~ ~ 1 tY I..
. :a:: f } , ~ s ~ H.. F,;.~.. ~ ~ , ~y.~ ' ~ 1, Canae~ia b welly sec r> d~elndpP
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I. GNISEI. ANY COMPACTED ARL'AS AND SPREAD E)OSTilk3 STDOId'd.m 1T7iPSOL H AREAB SPEUPU3J Mi LAWN AJD PUIYIiIG FEDS. REFER TD SPBCIFIGATIONS i'OR TOPSOIL RBgAREMlNTS. ',IIOIIIIADlefl~Mr1,~~,' ?r Y !i Y ~ T~s ~ ~ ! s ' la „ 3. $Wdll~dlhlt~blNlPItlC~I~NINN~,M110~1f'lfs f±fbree>r~tpubtdudbylNir.;Y f tltl~ji; " vA„dydfaRtaterpeevNpliftCkMK9il:
I ALL AJgAG TC! R6C8VE GRA95 TO A MININRM OF b MUfs (A~7PJ~9 To RBG~VE eRAeG 2. D 9G y.y ~}~y ' FlfMITNMt~(t>Id(~ifbiibt Y}$0t} ` },Ek 51 I ijt:~.iL!`",t Sld~pieLtxNAe~dW1,lkl~ll'fb~~,„ ''7"' a~' pp~#!yn,~ ~ ; Ycw t~ TY ~ ~ ..x.; YMeeelaUdinudwdu~(:1l~lerrNRU~?d1d.,
NO LE56 THAN b' 501E DEPTIU 2 .Sg9dWllbroOteTned ~ eppldp~ek~iM FroprrrT~tiirYsktiari~ntnFSle rk 5`4NthMlbl. totrlgdic,~niydoftllktbjAl~df+3imlpiif;:
Rt3'10VE ALL 1009E ROCK,ROOTS, ACID OTIB2 OBSTRUCTIONS LEAVHG SURFACE R[A90NABLY 3. ulMpNid 1Y'rliCdibNkMlQel~i : O~,WpE; SNALtOA+PLANTMG HOLE 4, AN 1reN ehtN omfam td:1fA ~lllit>Wdf i~if ~lr° ottaraleax wN)T1T.aYWIDiNOFROOTBAIA mlMmoslriwwAMwrfald9kN!dNatlrto+`.,: i0 MCCALYSON COI~?T
SMOOIH AND UNIFORM. CONSTRUC710N EGLTPhENT { TRAFFIC SHALL BE RDHOVF~ PRIOR TO SP1°DAIG. TUFtAI. R!lTILIZIR, AND PHOSPHATE UNFORMl.Y A9 PER SPECIFICATIONS 4. APPLY AGRICUL LIME, a ~i~r~melou!eur~rUr r~rsa+~!r~aNrnraeyM+?+~iorr RY NC 27511
AND MIX WTl1. WITH SOIL. ~aea aeeocktbhcfNunerNnMi AAN~h CA ' 5. TYeeewltl+roolAer4to+drldOjlllb+~~:~'
TILLAGE ISTTIL A W41.-PLLVBtI2B9. PIRM1, REA~90NABLY UNFORMI 9EEflBl~ IS PRB~AR87. 5. CONTINJE o! eoNwplaie roKat~Nprkib MgM~ipi• s' 8. a root ooNerexcivitlm;~ere1•fAlee eprdlded ISSN SEQI~NCiE
TO A 6 INCIES DBP'M. wIN be doilf:6y 0!~ TaMnA+BbrMtWw~Wro Pf.t nevi wxe na t6o d~ephr;,u ~
AT RATE SPBGIt9L°D. ALHRME AND MAHTAM MINAHUM 9SA1 CONERASE PRIOR TO IMT1Al. b. 5EED AGI.EPTANGE. NO, DATE DESORPTION ' eoura Inu~Yl . t1 hiare a,ppNer nr~.graiad)1Vtl Rei nc~w'
rooN>tN, N:YoMn Whdld;dNlNnlr~4l~hil ttnn I 10/6/03 ISSUE FOR 1ST REV~W _ b exceetAh r+a over. rooi Crew++, ilNilr Geer
7. MUI.LIi IhRHmIATII.Y Al'It'J! 9m91NG AND ANGFIOR T~IA,CII EEBIN 1TiORA19H WATERIN9 0i' 6RA551'D AREAS IiHM®IA'R7.Y UPON M5TALLATIONL DO NOT ALLOW 6R1VE~'D AREAS TO tiBOOh! wpl to rolecbd. : 2 t/24/03 ISSUE FOR 2ND REV~W tom'
EXCE96TVELY DRY. i4tl 'All REVt9EO:
ARE'A5 AND MNCE lT_CE55idtf REPAIRS OR IQIS®INSS Mt1HM 11! P1AN11NG 8. M5PEGT ALL SEEDED - F bETAlLNO:
5EA6oN, IP P09SIB1E IP STAiC SHOULD BE OMER 60!6 DAML+~, RE-ESTN'1LJSN i'OL1.OYdNG ORIGMAL LINE', FERTq.I2E1t AND 5EEDMG RA1ES: - 0~1'AN~1q; M.
4. RE193Z 10 YRIT't1315PEGIfpGAT10NS FOR WARRANTY AND MAMT191ANGE OP LAWNS PRIOR TO k ~ ~
' OW8i5 tHN?1. ACCEPTPNOE. ~ r
P COiFLICTS OCfilt BL'TMflN WtITRN SPEGIRGATIONS AND 11! DRAWINGS, TFE WRITTEN 10. A °earanc~ (~lhlIIU81 '~ran~~ Mana~i Tawn of Cary Cumt~anity PP T~wrt of Cary C+a>mmlunit~r;APPe LAM-~r
5PEGIFIGATIONS 51W,L PREVNL.
D BY' ARP DESIGNS
DRAWN BYi ARP
' DATE' t0/6/03
PROJECT N0~ 147
FiLE~ CD
p e
03-SP-201
APPROVED TOWN OF CARY
DRC Date
Planning Date Engineering Date
CLH PROJECT NO, 147
P PL AfMN6 DETAILS KTS.
SEEDING SGHMNLE5 AND NOTE5 KTS.

DRAWDOWN PIPE r'
DIAMETER= I YacGngbr Park
Bhp DROP INLET 126 Edinburgh South Suite 910
WALL Cary, North Cerollna 27'Q11
Phoae: 918 918-E71B I. A BOND EQUAL TO ZOOA4 OF THE ENGINEERS ESTIMATP TO CANSTRUGT THE Fex: 18 918-7618
ROD GOUPI.I q"p 18'P 18'P 13'P w~N 18'P 13'P PROP05ED BEST MANAGEMENT PRACTICE MUST BE P05TED BEFORE THE
10"0 GRADING PERMIT 15155UED FOR THE PRO.EGT. (CHAPTER 10, PART 3,q, UDO).
o ~"0 ' ~ Au~~'~ 130 CAq 0~
BOLTMJT A56EM81. BOG , ~ 2. A GRADING PERMIT WILL NOT BE 155UED UNTIL THE TOWN OF GARY HA5 RECEIVED / 13'0 NOTTFIGATION FROM THE WETLANDS RE5TORATION FUND (1"RF THAT A RECEIPT O ESSip,~.•
Ib'P / r.- 1'0 ~ / HA5 BEEN 155UED TO THE DEVELOPER AND THE LOCAL Ei()VERNNIENT STATING THE r Q L •
6" PVG PIPE EMBEDD® L~ 1112' CMA. EXT8J510N RAD IN 51RUG11JRE WALL T r- / NITROGEN BUY DOWN HA5 BEEN GOMPLET®. € T ~
r~ W/ GLEANOUT GAP. ~ ~ ~ 7 ~ ~ . ~ ~ ~ 3. THE PRO,EGT WILL MEET ALL OF THE REQUIREMENTS RELATIVE TO BEST
# OF GORE HOLES= 10 ~ ____~q'0 Bxrlrur A56BrBL DIA OF HOLES= 3/4" ~9'O ._._.340 INV 943.00 ~ 1, ~ ~Q' MANA6EMEPIT PRACTICES AND ENGINEERED STORMWATER CONTROL STRUCTURES '?.•QIN~;.• Q
2'FEMN~SOGKETGGUPI.I 16'2- / AS OUTLINE IN THE TOWN OF GARY UNIFIED DEVELOPMENT ORDINANCE. CHAPTER '9~C QP
G.I. A511d @b G30 PADI.OUG _ _ - ~ 10 PART 3 UDO). ~~nunn ' ~ ~ ' U ~ r , I _ /
~ ' _ J5:2 - _ - - - - - ~ ~ i 4. CANTRAGTOR SHALL PROVIDE A5-BUILT TOP06RAPHIG 5URVEY PERFORM BY A
IMBE~DDEi~ 8A1.Y M6 BAR ~ ~ $ _ - J5'l To,~ - - ( ~ PROFESSIONAL LAND SURVEI'OR CERTIFYING THE WET POND AREA DIMENSIONS,
_ \ ~ I ~p ELEVATIONS, OUTLET STRUCTURE INVERTS, ORIFICE DIAMETER, PIPE SIZES AND . ~ l - ~ . - 350 - ~ ~EANgn LOGATION5. TOPOGRAPHY SHALL EXTEND 20 I
NOT~AI. POOL ~ ~ _TOP ELEY¦ ',155.30' ELEV +-9!59:00 F~TOUT'SDE O D 0 D D 0 r--~ -----(g~tj' \ CONSTRUCTION LIMITS.
• W.USTABL.!! B11~1 y BOYJ~3S'tS0' ~~J
,I'~ G2 _ _ _ 5. PLACEMENT OF ALL FILL MATERIAL SHALL 9E A5 DIRECTED BY THE 2 ~ ~ ~ OWNER'S ITL.
ti • ~ _ _ 33ro' DRAWDOWN PIPE ELEV= _ 356
Q 353.00 ~ 356 _
NoN-R?sINS exrExsloN s~rl ,~?~r ar,~ooa _ _ - - N TRU I N E EN E U _
2' SGlIARE SoGKEr GGUPLINe
STANDARD DROP INLET SEE DETAIL SHEET G'1.2, - 4 ~ - - I. INSTALL EROSION CONTROL DEVICES A5 5HOM8~l ON THIS PLAN.
• 2'x3' MIN. - ~1'- - - ~ CLEAR ONLY AS NEGE55ARY TO INSTALL THESE DEVICES. 374.40 ~
INTERIOR ~ - ~ R 2. COMPLETE THE OUTLET STRUCTURE AND EARTHEN DAM 7 \
DIMENSION - _ \ AS DIRECTED BY THE OWNERS IT7_.
-12'P ~
NR5 RE4M.IBfT SEA " 3. FOLLOWING EXCAVATION OF THE POND, THE GUT 51.OPE5 ~ , ~ ~ \ ~ \ T , AND POND BOTTOM SHALL 15E INSPECTED BY THE
12 RGP OUTLET BARREL - 4" " 6ATt= vAtvl= IH.xFU I 'P ~ \ GEOTEGHNIGAL ENGINEER. IN AREAS THAT HAVE
DIP A9xPWN _ ~ ~ ~ ~ SANDY 5oIL5 EXP05Eb, THE CONTRACTOR SHALL ~ ~ UI~ERGUT ONE FOOT OF SANDY 501L5 AND RE!'I.AGE
~ ; WITH ONE FOOT OF GL, ML d MH (CLAYS Q 51LT5)
V25t1/1' hW~ YRII+P® 6. ~ ~ \ \ , OBTAINED FROM GONTRAGTORSS OWN 50URGE5. THESE 501L5
• ovE,R OPB~N9 ~ ELEY = 350.0'' ~ ~ ~ ~ ~ ~ 376. ~ ~ SHALL BE PLACED AND COMPACTED TO BOAS OF STANDARD ~ ~ RI PROCTOR MAXIMUM DRY DENSITY. (ASTM D-6 b)
y~• ~ BOTTOM ELEV =35000' 15"P ~ ~ ~
~eo:ts 3DO:ts \ 4. 5TABILIZE ALL DISTURBED AREA5 WITH PERMANENT VEGETATION 39690' ~ AND OUTLET PROTECTION. 5EE TEMPORARY SEEDING 9GHEDULE
~0 12T' lo'Plrp 3690' ~ I ~ ~ ~ \ \ ON 5HT G7.1.
~ \ \ ~ 7 \ ~ \ ~ 5. INSPECT ALL EROSION AND 5®IMENT CONTROL
by ~ ~ ~ ~ \ ~ MEA5URE5 WEEKLY AND AFTER RAINFALL EVENTS.
RISER STRUCTURE SECTION ~ ~ \ IMMEDIATELY. PERFORM NEEDED REflAIRS
NOT TO SCALE t \ \ \ \ \ \ ~ ~ b. ALL WORK A5 PROPOSED SHALL BE INSPECTED
~ \ \ ~ ~ 1 AND A IGABLE \ \ \ \ BY THE OWNERS ITI., ENGINEER PPL
RI ER ILLW Y T ~ ~ \ \ REGULATORY A,GENGIES PRIOR TO ACCEPTANCE. \ \
a1\ \ \ \ \ \ \ ~ \ \ ~ \ \ \ 1. UPON FINAL AGGEP'TANGE, REMOVE ANY REMAINING EROSION
I. APPLY A TWO COAT WATERPROFFING SYSTEM TO ALL EXPOSED 5URFAGES. ~ ~ ~ \ \ ~ \ AND SEDIMENT CONTROL . CLOSE BOTTOM DRAIN
MANUFAGTURB?5 RECOMEhIDATI0N5. FIRST GOATS TNEMEG SERIES 66-1255 4. PROVIDE KEYED PADLOCK AND I/4' PROOF COIL 6ALYANIIH2 CHAIN, ~ ~ \ ~ \ ~ VALVE, PADLOCK AND PROVIDE KEYS TO OWNER.
EPOXOLINE BEIGE PRIMER APPLIED TO A DRY FILM THICKNESS OF 5.0 MILS. SECOND ~ GOAT, TNEMEG SERIES b6 HI-BUILD EPOXOLINE FINISH APPLIED TO A DRY FILM ~ \ \ ~
7HIGKNE55 OF 5O MILS. THE MINIMUM DRY FILM THIGKNE55 FOR THIS TWO (2) GOAT 5. GONTR SHALL EXAMINE THE 517E AND VERIFY ALL EX CONDITIONS AI~7 DIMEN510N5 ~LE~
SYSTEM SHAt~L BE IOA MILS. PAINT AND PAINT PRODUCTS 5HALL BE A5 SHOWN PRIOR TO CONSTR. I" _ MANUFA.GTURED BY TNEM6G COMPANY, ING„ KANSAS CITY, MO. COLOR TO BE SELEGI'ED i' = 30' KEY N TE
BY OWNER 6. ALL SAFTEY REGULATIONS SHALL BE STRICTLY FOLLOWED, i~HODS OF GONSTR AND
EREGTiON OF STRUCTURAL MATERIAL515 THE GONTRAuGTORS RESPONSIBILITY. NEW PRINCIPAL SPILLWAY STRUCTURE, SEE DETAIL al THIS 5FIffT.
2. GATE VALVE SHALL BE FLANGE X FLANGE, CAST IRON, RESILIENT 5EA"T~, NONRISING 5Tt3~1 TYPE CONFORMING TO AWWA CSOQ, LATEST REVISION. VALVE SHALL BE EPOXY T. ALL FOOTINGS ARE TO BE FOUNDED ON RESIDUAL 501E OR GONTROLL® 8 PERMANENT CUTLET PROT'EGTTON, SEE DETAIL #2 THIS SHEET.
COATED, INSIDE AND OUf CONFORMING TO AWWA 6550, LATEST REVISION. GATE VALVE ~~'~'1E0 FILL HAVING A MINIMUM BEARING CAPACITY OF 2,000 PSF, AGGEPfABLE
SHALL BE SUPPORTED ON EXTENDED BASE OF CONCRETE PAD. 501E BEARING PRESSURE SHALL BE VERIFIED BY THE ITL IMMEDIATELY PRIOR TO FOOTING PLACEMENT.
3. NON-RISING EXTEN510N 5TEM ASSEMBLY WITH CAST IRON HArDWfEI. AND 9 ~
AD.USTABLE STEM GUIDE SHALL BE BY TROY VALVE, 'TROY, PA OR 6QINVALENT. BETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM GOMPRE561VE D D I DAT P
PROVIDE POLYAMIDE FOXY COATING TO ALL SURFACES. COATING SHAt.L HE STRENGTH OF 3400 P51 AT 28 DAYS, UNLESS OTHERWISE NOTED. TOp TNEMEG SERIES bb OR APPROVED EQUAL APPLY TWO GOATS. EACH GOAT SFIAL.L BE TOP OF EMBANKMENT
• 3-5 MIL DRY FILM THICKNESS. ALLOW ~ DAY GORE TIME. PERFORM SURFACE PREPARATION DRAINAGE AREA, b0.lq AGRE5
AND APPLICATION PER MANUFACTURERS RECOMMENDATIONS. PAINT COLOR TO BE SELECTED BY OWNER.
IMPERI(IOUS AREA, 46.73 ACRES (76bIAS)
8! BACKFlLI, SEE DAM PERMAI~4'T POOL 5URFAGE ATtEA
SEC110N DETAIL, THIS SHT. REQUIRED, 2.2q ACRES
PROVIDED, 2.41 ACRES
EMBANKMENT, SEE DAM STORAGE FOR I" RUNOFF
LQ SECTION DETAIL, THIS SHT. REQUIRED, 161,883 GF PROVIDED, I'13p36 GF
TYPE 5TONE D ~
A p, 1. ~ ~ TOTAL VOLUME OF POND TO EMBANKMENT ELEV, g68,4+bq GF
S,. ~ _ ~•'s~ • z TO PERMANENT POOL ELEV, 36q~435 GF p
•0•.00. ~ AY I V D, 18 I AG ~ 0 ; FOREB OLUME / A ,75'i GF / 4
. ~3 Q o 0 0 • • 0 0 0 o CONCRETE PIPE BEDDING ; • • ~ • ~ 3 FOREBAY ~ VOLUME / DA, 44,532 GF / 33 AG • ~ ~ FOREBAY 3 VOLUME / DA, 18'15 GF / 13 AG d p
o°. o° o°o o ~A 6 270 SAY sTRENOTN TOTAL FOREBAY VOLUME, 81bb'F GF OR 22.IS5 OF POi~
do 000 r o0 10 YEAR STORM (Qtr~1, 2q0 GFS 9 0
~ COMPACTED SUBCRADE - ILTER BLANKET ~r o.0. of T2' N: i2' 10 YEAR STORM (gout), q3 GFS
( 2006 MIN MIN MIN 100 YEAR STORM (Qi~, 405 GF5
~ OR EQUIVALENT) 100 YEAR STORM (gout), q8 GFS
~ONGRETE PIPS B~DI 3 'IPA BEDDING
NOT TO SCALE ~ ~ ILO MCCALYSON COURT ALE CARP, NC 27511
OUTLET D WI W2 La T Dgp TYPE STONE
A4 15' 4' 15' 10' I6" 8' GLASS B ISSUE SE(~UENCE
B3 15' 4' 15' 10' I6" 8' GLASS B N0. OATE DESORPTION
G2 12" 4' 15' 10' I6" 8' GLASS B • I 10!6!03 ISSUE FOR 1ST REVIEW
2 R/24!03 ISSUE FOR 2ND REVIEW
OUT ET P . L ROT~GTION DETAIL
2 EMBAt~Ch~IT FILL MATiB?IAL 5HOU1.D CONSIST iT TOP OF EMBANK
NOT TO SCALE OF GL, ML +1i MH (CLAYS ! SILTS) TOP l OBTAINED FROM GONTRAGTORS OWN 50URGE$ ELEV 5 ELEV ~ 356.25'
~ , ~ ~ COMPACTED TO ~I5~ STANDARD PROCTOR
c MAXIMUM DRY DENSITY ASTM D-618. \ \ \ ~ Eh®AN ~ \ \ \ PLACE IN 8 LIFTS. EMBAf~Ch1ENT
PRINCIPAL 5PILLWAY 10'-0"
° SEE DETAIL, ~I THIS SHEET
C v p DESIGNED BYE ARP
~ ~ RISER CREST a ELEV = 355.30' 3
i a I~ o, DRAWN BY~ ARP
• ELtN ~ IY~3,00' • o D • 9- DATE 1016103
I FES 2 PROJECT N0~ n47
Q-. MIN OUTLET pROTEGT10fJ
~ d 0 BOTTOM ELEV =350.00' ~ / .o a o R FILE CD SEE DETAIL ~2 THIS SHEET.
o a RGP OUTFACE B DIA = I2'
~i FOLLOWING EXCAVATION OF PONDS, THE GUT SLOPES AND POND ANTI-SEEP COLLAR LENGTH = 32 LF
24, 24' BOTTOM SHALL BE INSPECTED BY T'}~ GEOTEGHNIGAL ENGINEER SEE DETAIL ~?4 THIS SHEET, R. UPPER INV = 350.00' LOWER INV = 34gb8'
MIN MIN IN AREAS THAT HAVE SANDY SOILS EXPOSED, THE CONTRACTOR SHALL IAJDERGUT ONE FOOT OF SANDY SOILS AND REPLACE NIITH GONG PIPE BEDDI ipl SLOPE = I.OAS
ONE FOOT OF GL, ML ~ MH (CLAYS 4 SILTS) OBTAINED FROM 5F~ DETAIL #3 THIS SHEET. D e THIS SHEET.
ANTI-SEEP GOLLAiZ GONTRACroRS'S owN SOURCES, Alb GOI~AGTED To ao~ 4 OF STANDARD PROCTOR MAXIMUM DRY DENSITY. (A5TM D-6~Ta) RGP SHALL BE IN ACCORDANCE WITH ASTM G-'16 (LATEST), GLA55 III, WITH
NOT TO SCALE 5DAM SECTION iEGTION Rme e~ JOINT
MEETINO ASTM 0-448.
WT TO SCALE SCALE 03-SP-201
APPROVED
TOWN OF CARY
DRC Date
Planning Date
Engineering Date
CLN PROJECT NO 147

NncCregor Perk
125 Edinburgh South Suite 910
Cary, Ndrth Cerollne 27511
Phone: [phone] Fez: 819 318-7618
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CARY, NC 27511
10+00 11+00
~ ISSUE SEQUENCE a
M NO. DATE DESCRIPTION
10+00
I 10/6103 ISSUE FOR 1ST REVIEW
2 n/24/03 ISSUE FOR 2ND REVIEW
DESIGNED BYE ARP
DRAWN BYE ARP
DATE 10/6/03
PR0.IECT N0~ 1147
FILE CD
0
p e e
0
03-SP-201
APPROVED
TOWN OF CARY
DRC Date
Planning Date
Engineering Date
CLN PROJECT N0: 147

tlecGregbr Perk
.126 Edlii6urgh South
9vite 910 Cary, Nerth Cerotlne 27511
Phone: [phone] Fax: [phone]
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BRIDGE RETAINING
ABUTMENT WALL. COLOR TO
MATCH EXISTING IIO MCCALYSON COURT
PARKING DECK. CARP, NC 27511
ISSUE SEQUENCE
NOT TO SCALE NO• DATE DESCRG'TION
I 10/6103 ISSUE FOR 1ST REVIEW
2 n/24/03 ISSUE FOR 2ND REVIEW
DESIGNED BYE ARP
DRAWN BYE ARP
DATES 10/6103
PROJECT N0~ 1147
FILE CD
e 0
03-SP-201 APPROVED
TOWN OF CARY
DRC Date
Planning Date
Engineering Date
CLN PROJECT NO, 147

GENER,4L NOTES:
I. ALL WORK SHALL CONFORM WITH THESE DRAWINGS AND THE TEGHNIGAL
REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION "ROAD
AND BRIDGE SPEGIFIGATIONS", LATEST EDITION. ONE COPY OF THE DRAWINGS AND 60'-0" PRECAST PRESTRESSED BRIDGE DECK PLANKS PLANK
SPEGIFIGATIONS SHALL BE MAINTAINED ON SITE DURING CONSTRUCTION. 10'-0" PREGrlST RAIL 10'-0" PREG 2. THE STRUCTURAL DRAWINGS SHALL BE USED IN GON.IR4GTION WITH THE
~'-0" PRECAST RAIL 10'-0" PRECAST RAIL 10'-0" PRECAST RAIL " ~ " to o PRECAST RAIL to -0 PRECAST RAIL
CIVIL DRAWINGS AND THE SPEGIFIGATIONS. THE CANTRAGTOR SHALL V921FY 8" I'-0" 11-0a 8r
THE REQUIREMENTS OF OTHER ZRADES A5 TO SLEEVES, CHASES, HANGERS, I i
INSERTS, ANCHORS, HOLES, AND ADDITIONAL ITEMS TO BE R~4GED OR SET IN ~ ~ ST THE STRUCTURAL WORK. STRAND ~ STRAND
$TROUD, PENCE &
ASSOCIATES LTD.
3. THIS STRUCTURE HA5 BEEN DESIGt~D IN ACCORDANCE WITH THE
PROVI510N5 OF THE AMERICAN AS~.~OGIATION OF STATE HI6FWAY AND s
TRANSPORTATION OFFICIALS (AA5HT0J "STANDARD EirEGIFIGATIONS FOR HI6F~"IAY Structural Engineers
BRIDGES, FOURTEENTH EDITION", ~ 4 3803-B COMPUTER DR., STE. 204
- ;x> .x ` RALEIGH, NORTH CAROLINA
4. THE GONTRHGTOR SHALL PROVIDE TEMPORARY SFIORING AND BRACING , °t.°;` ; <..~...=;`; K; _':':'z: =a; • ..1i • •R••• ~ ~
REQUIRED TO ERECT AND HOLD TF~ STRIIGTURE IN PROPB2 ALI61A1ENT UNTIL '*t`.- ~ - is - ; PERMANETIT SUPPORTS AND LATERAL BRACING ARE IN PLACE. u ~ ~ P h. 1 9 782 1 - 833 ( S1. mob. .>t _ AL,` :l:
^ ` Fax. [phone] ~ f ) . ~ . , ~ /r. , , . • I - ~ i j / spaltd®stroudpence.com
f / • - r ~i ~ . , ~ www.stroudpence.com
5. DESIGN LIVE LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE A5 i
`tom ir~~~~ ROADWAY H520-44 TRUCK LOADING i. / ~
~ • ~ • ~ ~ • / . ~ • DRAWN BY: • / •i .
WIND IOa MPH ,-Qo i • / ~ ~ , . P. KALINA
b. THE OWt~R WILL EMPLOY AND PRY FOR THE SERVICES OF AN II~EPEI~ENT iE5TIN6 i / ~ / SERVICE TO PERFORM QUALITY GONiROL SAMPLING AND 'fE5TIN6 OF T}f WORK. ~ I DESINGNED BY:
I
THE CONTRACTOR SHALL PROVIDE FOR HLL. TESTING REQUIIR~ FOR MATH2IAL i D. MYKINS I
GERTIFIGATES OF GONFORMANGE. ~ i I
i I PROJECT N0.
CAST-IN-PLACE CONCRETE NOTES: 803.085
I I . I
I. CAST-IN-PLACE CONCRETE SHALL BE NORMAL HEIGHT GLA55 A4 GENERAL USE ~ HIGH STRENGTH HIGH STRENGTH I
WITH R 28 DAY C.OMPRE551VE STRENGTH OF 4500 P51. i TRANSVERSE STRAND I DATE: TRANSVERSE STRAND I
I 11 24 03
2. REINFORCING MATERIALS SHALL BE IN GONFORMANGE WITH ASTM A 615, GRADE 60,
DEFORMED. REINFORCING FOR TIES AND STIRWIP5 MAY BE GRADE 40. i I REVISION: I
O, ~ I
3. ALL REINFORUNG STEEL AND EMBEDDED ITEMS SUCH A5 ANC,FIOR 80LT5 A10 WELD I Q
PLATES SHALL BE ACCURATELY PLACED IN THE P051TION5 SFIOWd AND ADEQUATELY 4 1~ i I
TIED AND SUPPORTED BEFORE CONCRETE 15 PLACED TO PREVB~T DISPLAGB~IQJ7 ~ ~ 2 SLOPE I 4---- I
BEYOND PERMITTED TOLERANCES. I
52 i ~a
4. MINIhUM CONCRETE COYER FOR REINFORGN6 STS. AS INDIGAiH~ ON T}E I I ~~~~~1~1~~"n,a
DRAWINGS SHALL GOVERN WHBJ IN CONFLICT WITH AA5HT0. Q ~ , I C
~i ~ PRECAST CONCRETE I o~~•""
5. SUBMIT THE FOLLOWING SHOP DRAWINGS FOR APPROVAL PRIOR TO BE61MlING CAST- ~ a2 SLABS w/ BITUMINOUS I
IN-PIAGE CONCRETE WORK: i i SIM EAL ' OVERLAY i
A. DATA FOR PROPRIETARY MAT621AL5 AND IiB~, INGI.UDIN6 REINFORGEMBJT AND ~ I 021519 TO • ~
FORMING AGGE550RIE5, ADMIXTURES, PATCHING GOMPOUFA~, NIATB2~TOP5, JOINT ~ I ~ : ~ O •.FNG •S I INE;,. y,
SYSTEMS, CURING COMPOUNDS, DRY-SHAKE FINISFI MAi~lALS, AND OiliERS A5
REt~STED BY BJ6INEER. i I ?~,/11.,.,,
I II Z"1
B. ORIGINAL SFIOP DRAWINGS FOR FABRIGRTION, BENDING, AND PI.AGBrIENT OF ~ I
CONCRETE REINFORCEMENT. GOhA~LY WI1H AGI 315 'MANIAC OF 5TANDARD PRAGTK.E ~ I
FOR DETAILING REINFORCED CONCRETE STRUCTURES' S1~OWIN6 BAR SGF~IILES, I
STIRRUP SPACING, DIAGRAMS OF BENT BARS, ARRAN6B~@!T OF CONCRETE ~ I I
REINFORCEMENT. INCLUDE SPECIAL REINFOR,C.ET~61T R6AlIR~ FOR OPENINGS THROIKH ~ I
CONCRETE STRUGiURES. ~
I
G. CONCRETE MJX DESIGN. '~~t,'.y, - =z?
_ ,y~ . Y
D. MATERIALS GERTIFIGATES SIGNS B'f MAMIFAGTURHt AND CONTRACTOR, GERTIFYIN6 ~ Q
THAT EACH MATERIAL ITEM COMPLIES WITH, OR EXGE~~, SPECIFIED I~iQUIREMENiS, p~ r
PROVIDE G62TIFIGA710N FROM ADMIXTURE MAMJFAGTURERS THAT Gf~ORIDE GONfENT U o . ~ v
COMPLIES WI?H SPEGIFIGATION RECIUIREMEN75. •L -
o ~ o
E. CHLORIDE ION GONGENTRATION GERTIFIGATION FROM CONCRETE MAN~AGTURER THAT ~ U ~
MAXIMUM WATER SOLUBLE GFtiORIDE ION GONGBJTRATIONS IN HARDB~ CONCRETE AT = SI C L
AN AGE OF 28 DAYS AS GONTRIBUIID FROM All GOAlGREiE INGR~IB1f5 DOES NOT O
EXCEED 0.30 PERCENT Bl' NIGHT OF CEMENT GONiBlT. Z ~
Q~ L. w
s,~w~~-~,~T~~~,~~: FOUND/~TION / ~R~MING PLAN ~n W ~ 1.~ ~N
o U
i. srw~cruw~ ~casT coNC~ r-oR rHis srwicn~ sHn~1 ee ~si~r~v n~ va• = i~-o•
AGGORVANGE WITH THE AMERICAN ASSOCIATION OF STAiE HI6FWAY AND C
0 ~
TRANSPORTATION OFFICIALS (AA5HT0) 'STANDARD SPEGIFIGAT10N9 FOR f#fli~lAY
BRIDGES, FOURTEENTH EDITION', AND THE REQUIREME~lTS OF TFE NORTH CAROLINA Q ~ ~
DEPARTMENT OF TRAN5PORTATION.
1 N " " (RIDGE ! 21-0 ROADWAY (12 - 56 WIDE x 21 DES PRECAST PRESTRESSED BR1D6E DECK
2. GONNEGTION DETAILS SHOWN REPRESENT MINIMUM REQUIREMENTS. ALL GOMEGTIONS 36'-0' BRITXE / 2'1' SHALL BE DEVELOPED B'( THE PREGfST MAMIFAGTURER TO 51AT TFE SPEGFI~ LOADS PLA?~1 U o
~
AND GONNEGTIONS SHALL ACCOUNT FOR THERMAL MOVB~7BJT AW CREEP OF PRECAST 151-6" b'-0" GONG SID " " ~
MEMBERS. DETAIL ALL GONNEGTIONS ON SHOP DRAWINGS. EWALK 15 4!~ C~ 4~ " ~ PI
3. IN ADDITION TO THEIR OWN DEAD N€16HT AND THE DEAD LOADS 5HOWN, PR6GA5T A I GLR v
3'-0"
MEh1BER5 SHALL BE DESIGNED TO 51~PORT THE UVE LOADS Ii~IGATED IN i}E 52 4~ N
GENERAL NOl'E5. BRIDGE ~
4. PRECAST CONCRETE SHALL BE NORMAL Y~JGHT AND SHALL OBTAIN A 28 GOhPRG1»51VE ¢ STRENGTH OF 5000 P51. RO YVAY ~ ~ ~ EDGE OF CURB o
BITUMINOUS Y - a Z OVERLA
~ THICKNESS VARIES I-LAYER OF bxb - v~ ; L
5. MILD REINFORCING MATERIALS SHALL BE IN GONFORMANGE Y'ATH ASTM R 615, GRADE ' ° f-; ~ II W2.IxW2.l WELDED ~ L
60, DEFORMED. REINFORCING FOR TIES AND STIRWIPS MAY BE GRADE 40. RBtFORGING I ~ 2" MI I OVEWAY I/4': F? I " WIRE FABRIC ~
SHALL SE EPOXY COATED IN ACCORDANCE WITH AASH TO M284. AT ~ E SLOPE OVERLAY s~ TYP 5~6 THICK OVBZLAY I/4 : FT A ~ ~ ';a
. .i. t TYP AT RADIUS ~ v ~ ~ OF ROADWAY SLOPE OVERLAY r ~ : ~ ~ o I U1 N ~
b. PRE5TRE551N6 TENDONS SHALL COMPLY WITH ASTM A 416 GRADE 210, IMC.OA7~ 7- i `V _
WIRE 51RE`f~-RELIEVED STRAND. < ; . . ~ : . -
SUBMIT THE FOLLOWING SHOP DRAWINGS FOR APPROVAL PRIOR TO SE6R~YN6 STRUCTURAL ,i. - ~ 1.
PREGAST GONBRETE WORK: his ;
A. SHOP DRAWING~i PREPARED BY A PROFESSIONAL ENC~I~ RE615TER~ M TFE STATE w ~ .P 'f w • 1• ! ~ 1 •1: . . . l •
OF NORTH CAROLINA FOR THE DESIGN OF STRUCTURAL PRECAST CONCRETE, INGI.UDING
DESIGN LOADINGS AND REACTIONS APPLIED TO THE r-.AIPPORTIN6 S1RUGIURE. SHOP OMIT GORE AT GONT SiRAND DRAWINGS SFIALL INCLUDE SIZE, SPACING Aft IAGATION OF P~STRE'561N6 STRANDS, OUTER EDGE REF PII~N - O " " BRAND - 2-10 MIN / 12 MAX
OMIT GORE AT DIAMETER VOIDS AT -
GOMPI_ETE SPEGIFIGATIONS FOR CONCRETE AND ST~L, LOCATIONS OF ALL B'BEDDED OUTER EDGE D3-SP-201 EA SLAB SECTION APPROVED
ITEMS AND INSERTS INGLUDIN6 LIFTING DEVICES AND GAh1BB2. (TYPICAL) TOWN OF CARY SHEET NUMBER:
DRC Date
5. CONCRETE MIX DESIGN. Planning Date
Engineering Date
G. MATERIALS CERTIFICATES 516NED BY MANUFACTURER AND CONTRACTOR, G62TIFYIN6 SECTION
THAT EACH MATERIAL ITEM COMPLIES WITH, OR EXCEEDS, SPECIFIED R6p11REMENT5. 51 I/2•~~,-0•
PROVIDE CERTIFICATION FROM ADMIXTURE MANUF/VGTI111RERS THAT Gtq..ORIDE CONTENT
COMPLIES WITH SPECIFICATION REQUIREMENTS.

{ ASPHALT WEARING
SURFACE (TYP)
BITUMINOUS PAVING - S" b" bu STROUD, PENCE &
. ? REF GIVIL DWGS 4 GMU GAP -DRILL ASSOCIATES LTD.
• S
? •1=. AND EPOXY DDY~L b" x NEOPRENE PAD
. E• 1 INTO P/G RAIL N AT EA VERT DOWEL ,Ipl~• y~~ Structural Engineers 5L
,l• 3803-8 COMPUTER DR., STf. 2Q4
~ 1
- - 1 R - '1 RALEIGH, NORTH CAROLINA
4 GMU TO MATCH i , 1 _ EL -REF Ph. [phone] , ¢ a e - F4
RETAINING WALL - • • • .t: •4. ~ ~ a J ~ I~ _ ~ : • • GIVIL DWGS x. [phone]
ATTACH TO PRECAST PRECAST RAIL SECTION - . . ~ I -.I ~ • ~ : s altd®stroud ence.com ~ EXP JOINT ~ d• I:"• .I - www.stroud ence.com.
. CONCRETE WITH EUR-O- ? ? • i =.a. 1 1
•r •1. - WALL SEISMIC D/A . MATERIAL ~ ~ ~i. . . a -a I : ! a ~ . .
• ? c . t 52135 ANCHORS AT . r• • i
~o • ? Ib k VERT AND HORIZ ~ . . . . MIN NON-SHRINK GROUT DRAwN eY:
B a 1 •'Y • ..I .I .i~•:
; •r 1'' 1• i~ _ • .i ~ . ~ ~ . P. KALINA
•e+r ? I .I . . : 3-~4 GONT HORIZ ~ ~ ~ ~ _ . SIDB"IALK OF ASPHALT DESINGNED BY.

.a 1 3 J: I ~ t• WIFARING SURFACE . • i I~ ' - D. MYKINS e 'i . r . - •
a i '1 . s. - w . . I
a i • r 4, •a ~ . ~ • • Q-. ~ PROJECT N0.
• t ~ •a ,
1• 4 •O e ~ e Q ~ ~ • a R03.085
;S.' 4 J ' A 'd 4 ~ e ® V
~ ~ ~t < r• d d • . < • • • ~ 2-2V IN • ' ~ . ° ~ , d ~ VOID BEYOND DATE: . 4 HOLES EA
41 . F •Q 'd 1~~ •f • +I••-,• - ~ I"IV-VAST ~TIVI~ . ' ° 'P d A 4 a . .
d 1 'G d ~ ~ d e'• e. a e ~ I~LVAJT f I~LJTI~C..7;J{~j!
aQ ~ 'Q• d Q a ' ° e, a ~ ~ REVISION:
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~ _ • " ,9 : a PRECAST PLANK - ` • •
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4 • ` : j e• e ev ~Z~St9 GOVT 6ALV Lbxbx~6 4 < ;
- CLEAR AND GOAT VELD x " REF SECT 2/52 FOR •.,F EMBED w/ ~ xb LONG : o :NGINE.~:• ~ c
' ~ SURFACES WITH 2 GOATS ~ _ REINF REQUIREMENTS 9` • HEADED 5TUD5 AT 2 -0 /c /D W`t'~
?.~i GLR : 2 GLR •4. - OF ZING RICH PAINT a W. STAGGER HORIZ AND VERT /I/IIII~~ti~
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• ~ id . e ' i SLAB REDS w • --++---rte. ~ i O
4'••• ~ , s ~ ' N _ _ SHALL BE FILLED KITH ~
{V ~ a ~ n . - - NON-SHRI1'K GROUT AFTER ~
+ . rd. I ~ _ ~ ' Y ll V . • r • i' CV W • ~ _ . • .e LATHZAL T1E5 ARE v
d 3 GLR (TYP UDW 11 • . ~ a • ~ • . ' . • r+ v • ~ TEN510i~D.
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FILL 501.ID WITH NON- ~ ' • . ~ 0 COATED SR "e ~ " . a ~"xsxo ~ PREFOT~
. 1 N SHRINK GROUT N 12-0 GRADE 210 STRAND e.ASror~1G PAD
~'01.YSTRAh~ GP OR
fip1AL) TENSIOFED TO
30x000 LBS.
G 2 n
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'01
S2 3/4 4-0,
03-SP-201
APPROVED
TOWN OF CARY
DRC Date
Planning Date S2
Engineering Date

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TOWN OF CARY
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Planning Date
Engineering Date
CLH PROJECT N0: 1147

NSF Mac6RE60R PARK OW~EJ25 A550GIATION -CURVE TABLE -
DH 5115, PAGE 261 PIN. 0'152-95-I?bl WINSTON 5 LD ~ CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA ~
TANED~ O/I 12 WINSTON SPE, LLG - G/O - KPMG, LLP DB 8185, PAGE 1906 GI 50.00 60.42 3452 560°4953"W 56,81 69°14'22' MacGregor Park
\ P PINT 076-q2-s407 G2 25.00 18.42 9.94 N4l°53'37"E 18.41 43°21'49" Su6te ~0 ~~h South ZoHED, G3 210.00 924 462 N10°33'20"E 4.24 I°51'39" Cara, North Caroline 2751]
LOT G4 50.00 6466 31.'75 583°34'38"W 60.25 14°05'56" Phone: [phone]
~ G5 25.00 1824 955 Nbl°25'48"E ilb4 41°48'16" Far: 918 318-7b]B
Gb bT1.03 539.31 28468 NI5°38'17"W 525.16 45°38'26"
psessess"iot. ,i,F,, ly,f,
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j 51EFB~l5 REAL E5TATE, INC. ~ \ / U \ 5TRAT661G TEGNNOl.061E5,INC. I 1 DB 8850, PAGE 1520
DB 8702, PAGE 1250 ( I PIN.0752~4290 \ \ C ~ ~ PIN, 0152-82-6053 \ ~ I 1 ZONED'PEG
Z01~D~ O!I I ~ ~ \ \ 1 _o O J ~
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Mac6RE60R PARK OWNRS A550GIATION ( I \ Da sly P OPOSED \ 261 ~ 1 a ~
Plw o75s-~ISa 14 SPACE \ \ g ~
oll PARKING lOT \ I ~ fOR TRAINING \ ~ ~ - - - - - - - - 1 - - ~ SIEMENS ~ ,
k ~ CENTER \ `6 \ ~ . i \ ~ TIW I 1 ~ ~ N NG
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~ ~ - - . _ _ J MocALY50N GT. ~ IIO MCCALYSON COURT 1- CARY, NC 27511
oC
. ~ ~ \ ~ ~ ~ ~ 0 ISSUE SEQUENCE
/ a~ ~ a \ ~ \ P VICINITY MAP V
i \ \ \ ~ ~ N0. DATE DESCRIPTION (NOT TO SCALE) Z -
~ \ n I 10/6/03 ISSUE FOR 1ST REVIEW V1 ~ r
~ ~ ~ - ~ _ - ~ ~ 2 11/24/03 ISSUE FOR 2ND REVIEW NIF J
~ ,.w i WILLIAMS RlJ4LTr a BUILDING C,OhPANY, ING, - DB 6753, PAGE 338 I~ 0.h " 7
i ,d~ , - ~ ~ ~ ~ ~ P~ NI Z PI 0152-02554 ri n ZONEDI B-2 -
- - ~ z
~ ~ i ~ ~ ~a ` \
~ ~ ~ 3x6, ~ ~
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MaceRf60R PARK oru~ A550GIAnON \ / DB 5115, PAGE Z61 / _
PIN. 0752-93-12b1 ~ ~ / ZOrlED~ 011 NOBEI. ®UGATION DYNAMICS, ING, i 1~` CR ~ ~ DESIGNED BYE ARP ~ f~ ON
DB 76'18, PAGE 396 / Plw 0152-83-1420 ~ / / SRI ~ DRAWN BYE ARP VF ~
toNED~ oe I ~ ~ DATES 10/6103
~ ~ / ~ ~ ~ ~ ~ ~
~ / ~ ~ PROJECT N0~ 1147 ~
~ ~ ~ ~ / / OWNER: SIEMENS REAL ESTATE, INC. ACREAGE EX IMPERV N ~ FILE CD
186 WDOD AVENUE SOUTH TRACT I 10,50 AG 3.12 AG I EX IMPERV NEW IMPERV TOTAL IMPERV DISTURBED ~
ISELIN, NEW JERSEY 08830 2725 TRACT 2 5b8 AG 2.41 AG I 3.12 AG 0.14 AG 3.86 AG C36.BR'i) 1.19 AG ~ ~ 2.41 AG 0.22 AG 263 AG (44.1AS) 0.30 AG ~ 0 ~
I LOCAL CONTACT ADDRE55~ TOTAL 16.38 AG 553 AG 553 AG 0.96 AG 6.49 AG 1.49 AG ~
I10 MAGALYSON COURT IN THE SWIFT GREEK WATERSHED, URBAN GLASSIFIGATION. ~ ~
GARY, NG 21511 -THIS SITE 15 LOCATED IN THE SWIFT G' ROBERT VERBURGT ~ MAXIMUM IMPERVIOV< SUM IMPERVIOUS AREA NOT TO EXCEED IOSK. A WET ~
_ _ DETETJTION POND IS BEING GONSTRUG' qlq 31q 2104 `IN6 CONSTRUCTED A5 A PRIMARY TREATMENT SYSTEM. ~ ~ p e
DESIGNER: GLH DESIGN, PA -THIS PROJECT 15 A PARKING LOT EXF RKINS LOT EXPANSION. THERE WILL BE NO GRAPHIC SCALE STING BUILDINGS. ~
125 EDINBURGH 50UTH, SUITE 310 ADDITIONS TD THE EXISTING BUILDING
GARY, NG 21511 -THE EXISTING PARKING LOT MEETS GC LOT MEETS CODE, HOWEVER THE TRAINING so 0 ~ ~ 100 200 ~ ,
ANDREW PADIAK, PE - 919-319-6716 FACILITY OPERATES IN A MANNER T-U I A MANNER THAT REQUIRE5 ADDITIONAL PARKIN6.
PRO-ECT NAME: SIEMENS PARKING EXPAN510N PARKING
GARY PROJECT N0: 03-5P-201 EXI5TING SPACES: 241 241 03-SP-201
5PACE5 DEMOLISHED: 6 (5 IN [ REAL ID NO: TRACT I: 0752-83-4290 PROPOSED SPACES: '16 (74 IN 6 (5 IN DECK 4 1 FOR ACCE551BLE SPACE 5TRIPIN6) APPROVED 16 (14 IN NEW LOT 4 2 IN DECK FROM RE-STRIPING) 1 inch = 50 ft TOWN OF CARY
TRACT 2: 0'152-82-7744 TOTAL SPACES: 310 (NET II 510 (NET INCREA5E OF l0 5PACE5) N/F
51TE ADDRESS: 110 MAGALY50N COURT UTILITIE5• TRANS HORLD RADIO DRC Date DB 4626, PAGE 21 c(oo
517E ZONING: B-2 E 041 THERE ARE NO PUBLIC OR PRIVATE Ul OR PRIVATE UTILITY EMBd51ON5/IMPROVEMENT5 PIN. 0152-12-8802 Planning Date
PROPOSED LAND USE: OFFICE ASSOCIATED WITH THI5 PROJECT. PROJECT. ZONWs PEG Engineering Date
CLH PROJECT N0: 1147

q~~0 18"P 18'P 13'P ~ I i
10"0 I I N I I. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MacGregor Park
22'0 ~ 13'0 - I I MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. 125 Edinburgh South Suite 310
~ \ ~ I o- ~ I 55MH 2. ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTIVITIES Cary, North Carolina 27511
18"P 13"0 , ~ ' I ~ RIM=341.13' 9 0 " ~ I ~ ~ I IM/ IN=331.6 ' FR M I SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL Phone: [phone] I H Pas: 919 319-7519
. - - 2~ 0 q 0 0 ( 0 5 TE) 10 ~ _ ~ ~ ~ ~ I 1NV IN=331.03' (FROM OFFSITE} 0 A A M PPLIGABLE RULES ND REGULATIONS. 0 SITE 0 } D _ S
, ~ INV OUT=3331.03' (TO OFF5ITE) - ~ U Ir Es SITE) P , RI V 3. EXISTING SURVEY INFORMATION wA5 TAKEN FROM A uu., AT BouNDARY E D ,
'D q"p ~4G~' l5"P" ; ~ " 8"0 ~ ~p 8"DIP ~ 55MH RI V ~ E AND TOP06RAPHIG SURVEY BY TAYLOR, WISEMAN d TAYLOR ```o, CAq~ c;~
Ib'0_ ~ I0 - - SS RIM=354.20' 55MH .20' SSMH DATED APRIL 19, 2002. ,c~0~°•°°"~~;"°•;~f 'a 20' TOWN OF GARY ,°OFE 'Oiy°e~
- A INV-340.01' ' IM/ IN=344.85' RIM=36 ~ ~ D~~A IM/ OUT=344.82' INV IN= 44.85' RIM=362.33' PUBLIC SANITARY ' e' '1 344.82' INV IN=356.33' SEWER EASEMENT 4. INSTALL TREE PROTECTION FENCING PRIOR TO BEGINNING CLEARING = ~ Q ~L~! ~
- , - ~ INV OUl _ _ - ~ ~ ~4~~0 15 0 ~~0 8 0 q~~O INV OUT=351.53' OPERATIONS. CLEAR AND GRUB ALL AREAS A5 5HOWN AND DB ~I60, P65 911-913 `
V 15 D ~ " I.~ h ~ ~ ~ _fi2~P 16"~ ~IOb --->i ~ -1- ~ ~ _ ~g-- REQUIRED TO PERMIT INSTALLATION OF NEW GONSTRUGTION PER ~ OZ76~5 GIFIGAT AND TI ~ ~ ° ~ ~ \ 5PE IONS DRAWI N65, EXIS N6 TREES, SHRUBS OR OTHER ,L , F P . Q, o
, ~ ~ 10°~ II"P 10"~ , LANDSCAPE MATERIAL WHICH WILL CONFLICT WITH NEW GONSTRUGTION O ~•°NGINE~:°`~ ~
' _ 15"P ~ ~ ~~O • ~ ~ ~ ~ s, ~ ~ _ ~ _ _ 5HALL BE REMOVED (WHETHER OR NOT 5HOWN ON THE DRAWINGS). ~(q/ QPr`a ~ - - - _ ALL CONTRACTORS SHALL VISIT THE SITE AND OBSERVE EXISTING .',~+ueV R' ~WS'
II ~ ~ ~ - 'mm~,nuW 19'P CONDITIONS PRIOR TO BIDDING. ~ ~ _ _ - 14"P
- 7~(,TION L _ - ~ _
~ ~ - r '0 ' ~ ~ 6 ~ ~ 5. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE fi - ~ ~ 6„~ - _ OF BUFFER5 AND STREETSGAPE5, T}~ CONTRACTOR 5HIALL GUT 2-FT
_ ~ - DEEP TRENGHE5 ONG THE M T5 OF DI5 ANG - ~ ~-PARKI~TC DECK UPPER LEVEL AL u I TuRB E, 5o A5 ro GUT, o p o 0 - . ~ - - - RATHER THAN TEAR R00T5. 4 d
15P G ~ ~ 36 ~ ~ 14"P 5'P I ~ ~ ~ _ 13b _ - ~ r ~ ~ _ <
D - 15'P q„ I O 2~5 0 ~ i~ i ' SS ~ NEXT UPSTREAM b. TREE PROTECTION FENCING SHALL BE MAINTAINED ON THE SITE UNTIL MH COULD NOT ALL SITE WORK 15 GOMPLETID AND THE FINAL 51TE INSPECTION PRIOR
19''~ 10"P Z 14 P I~' , "O ~ I ~ E ~ , ~ ~ i ~ b ~ - - - ~ A 24 ~ A 1 ~ ~ l ,1 i ~ s:..'; BE FOUND TO THE CERTIFICATE OF OCCUPANCY (GAa IS SCHEDULED. THE FENCING
- ~ 18'P b ~ 1 E l , 'i _Il'P ~ ~ / ~ , / SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE GA.
Iq'P 'P ~p ~ 18 P ~~„o I ~ ~ l- ~ ~ 10"P Ib 0 ~ ~ / ` , 16"P i ; - - ~ D® b~4 NJ~C~ ~®f~ ~ 9 SPgG ~ HIPS ON-SITE WITHI M 5~ pp y~ ~ ~ 1. STOCKPILE TOPSOIL AND WOOD G N CLEARING ~®uV~ U ~U~ U ~®~I
17"P. .y 130 / / LIMITS OR WHERE INDICATED ON THE PLAN. TEMPORARY MULCH
5'p ~ Ib P ~Ib II"P ~ - I j ~ ~ ~ i i ,r~ ~ ~ STbGKPILE5 SHALL BE TURNED A MINIMUM OF ONCE EVERY TWO ~
p ~ ~ ~ ~ ~ I ..0 ~ ~ ~ ~ ~~0~ ~ '4 TOPS DI WEEKS OR AS NEEDED TO PREVENT CHARRING OR COMBUSTION. ~ TOP=386.13'
- 14"P ~ ~ 10"P~ 15"P 23"P ~'0 \ 9"~ ~ ~ •10"0 ~ ( f~ / (5EE P (SEE NOTE ~q) o b. PRIOR TO DEMOLI5HIN6 EXISTING STRUCTURES, MAKE AN INSPECTION
GYP 9'P`~ ~ 24'~P ~ OVEf Z~' ~ ~ 9"0 " ~ I 22"P ~ ` ~ ~ ~ 4 Id' "0 ~ ~ ~ ~ DI OVERFLOW 13 SP ~ FOR ANY HAZARDOUS MATERIALS. CONTACT ARCHITECT IMMEDIATELY ~ D ~ ~ o AGES
23'P ~ 'P ~ 23'P 5'P 10 ~ I I ~ ~ _ ~ ~ .P ~ ~ ~ ~ 5 0 ~ ~ ~ TOP TOP=385.q ~ h IF ANY kAZARD0U5 MATERIALS ARE DISGOV~ED. GAP AND bl w ~ REMOVE UTILITY SERVICES, FUEL TANKS AND SEPTIC SYSTH„15.
' II"0 ~ 12' I ~'i~~. 19"P ~ ~ Il"P ~ ~ \ 12''P ~ I 12'P ~ I I ~ Il 9 0 ~ ~ . ~ 20 ~ - ~ ~ ~ ~ / ~ z 2 ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE
` I ~ g' 15'P 0 A - I i ~ OP 0 Q FEDERAL, STATE AND LOCAL REGULATIONS.
` ~ „D. 1 I ~ Y ~ ~ ~ 014' , 18"P p ~ 1 ~ , ~ 15'P 'P~, 15"P I&"P , ~ ~ ~ , ~ I U
~ II"P q'P IO"0 I ~ ~ I a ~ • l l 21 q ~ y I ~ ~ 1L1 v q. VERIFY ALL ILLUSTRATED KNOWN UIVDERGROIJrID ELEMIENT5. 1.~j ~ EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN
g~~p ` ~ , 12'P 10"P~lyp 4'P Il'P 'P 13P ~ I ~ f-_w ~ ~ Q ~ I ~ UNDERGROUND ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATFL.Y IF ail r UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NEGE551TATE
8'D 13"P 20"P l q~~R\ II"P ' ~ \ $'0 ~ 9"0 1 I ~ ~ I U~ ~ I ,p~~ IhP Il'P ~ ~ P I ~ ~ ..P , ~ ~ ~ ~ ~ / ~Q ~ I ~ ~ % ~ MODIFICATION TO THE PROPOSED DESIGN.
ID P 2'O II 0 - ~ 10"0 \ ~ A, ~ ~ 5 P \ Ib'P , ~ ~ ~ ~I ~ ~ , ~ ~ ~ u~ z ~U W LL1
~ _ 10'0 ~ : 13'P II'P \ ~ ~ \ 15 P ~ ~ ~ ~ ~ 1 -~I ~ ~ ~ QQ U~ ~ 10. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ~ ~N 4 ~ ~ ALL Of THE OWNER'S FACILITIES. SHOULD DAMAGE5 OGGUR, REPAIR
4 P ~ ~ Ib'P ` ~ A ~ ~ , "0 ~ ~ ' ~ ~ 0 P 14'P~ ~ 5,P ~ I P ~ 'P ~ 10"P ~ . ~ 18'0 ~ , ~ ~ ~ ~ ~ 0 u-I W ~ ~ IMMEDIATELY A5 DIRECTED BY THE ARCHITECT.
v 9 ~ ~ - 115"P ~ ~ IrP/ ~ i ~ I ~ ~ Q ~ ~ gp, 12 IP,' ~ ~ ~ ~ - ~ ~ o ~u Q ~ Q I ~ Q II. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
~ w \ ~ \ Ib'P P ~ 1 ~ ~ ~Pv A ~ ~ ~ A Q' ~ ~ ~ LOCAL, STATE AND 05FIA REGULATIONS. J II
~ D v Zo~P ~ I~'p \ I ~ , ~ ..~Ib'P I "P. ~ 13`P ~ ` ~ ~ 21'P ~ . ~ V I 1 l /N W ~ _ ~ z 12. ALL EXISTING VAULTS, MANHOLES, SrORM DRAIN STRUCTURES, GLEANOUTS,
~ A ~ ~ ~ N[~` q~P 16~~ I l ~ ~ ~ ~ ~ OVERFL OVERFL U Y W ETC, SHALL BE ADJU5TED A5 NEEDED TO MATCH FINI5H GRADE.
N ~~Il r I~ ~ 2 P I o v, " Il o ib 8 0 ~ I~- I I BRAIN \ DRAIN ~ ~ ~ Q U T - o pl u Q a 13. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW GUT
12"P " ° ~ 13"a c ~ ~ ~ r ~ o / I P IbP ~ . I ' II a , ~ ~ ~ ~ ~ I~ V ~ ~ I ~ I ~ of DI ~ ~ ~ N TO PROVIDE A STRAIGHT AND UNIFORM JOINT FOR NEW PAVEMENT,
Ib"P ~ w ~ ~ A ~ c;'~, ~ - ~ 1 ~ ~ \ \ TOP-386.13 TOP=386.13' ~ Q ~ 51DEWALK, OR CURB AND GUTTER, ETC. ANY EXISTING PAVEMENT,
P ` B ~ 10'P. ~ ~ ~ \ V (5EE NOTE ~9) ~ ~ ~ Il'P ~ ~.I6"P ` w0 (SEE NOTE ~q) u a a SIDEWALK, CURB AND GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW II III ~ NEW GONSTRUGTION SHALL BE REMOVED AND REPAIRED PER THE
\ ~ b"P ` ~ ~ ~ ~ \ ~~C . ~ 1 ~ 1 ~ ~ 29'0 ~ ~ _ ~ ~ 13'P ~ ~ ~ , IINII~ ~ Q 5PEGIFIGATIDNS AND DETAILS OR TO MATCH PRE~.ONSTRUGTION
1 - 8 4"P Ib P ~ ~ ~ CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWIN65 TO BE REMOVED). ~I I
8 0 "P 15 R.. 15"P 20'P 20"0 ~ \ 91 ~ - Z 9 SpgGES II
10'0 "P ~ ~ ~ \ ~ 150 ~ ~~0~ ~ 0 h P I ' JS ~ 1J ~ ~ n"0 A ~ ' ~ ~ ~
10'0 ~ ~ 22'Pl "0 ~ - ~ ~ ~ ~ II- - ` ~
~ ~ ~ 20"P ~ , ~,o ~ 17 P 13'P 8 0 I - U'r,_ ~ ~~i
14"P ~ ~ ~ 8' ` ~~'P 'P ~ ` - ~ I I ~ A ~ ~ P , ~ -Ur~~ ~ ~ V ~ 10 , A ~ ~ ~ , ,q OVERHEAD E
~ ~ ' ( r LIGHT POLE LP 'm # ELEGTRIGAL
~ ` 0 " h' 10'0 \ ~ . ~ 9'0 - ~ ~ i ~ _ I6 0 ~ ~ ' . 1 J ' UNDERGRC"JN'7
. 1 - - - ELECTRICAL UE------ UTILITY POLE ~0'~ ~ i
15 8"~~~. "p " 12.P ~ Ib'D II"0 ~ ~ ~ V' q'p ~ ~ X90 14'P ~ ~D IP ~ ~ . ~ ~ ~ / / FIRE PROTECTION -FP- MH ~ ~ ~ \ ~ MANHOLE Q
~ ~ Ib" 1~ ~ ~ GO ~ ~ ~ ~ ~ / 6A5 G " GLEAN OUT ~
15'P ~ 15"P , ~ 80 ~ ~ ` ~ ~ ~
~ 12'P Ib'P ~ Ib'P~ ~ 23'P'~ ~ ~ ~ ~t• 4 ti ~ ~13'P ~ ~ ~ ~ ~ ~ m ~ Q ~ / 5ANITARY SEWER ----55------ ~ ~ ~ ~ zu ~ , / DROP INLET,GATGH BASIN DI, GB
_ . ~ NV=364.61' 15"12~P~ ~ Q / ~ TELEPHONE T FH
_ - 8"D - ~ 12 P ~ 11"P 8"0'~, A 0 21~P ~ - - - ILO V ~ \ I"P 9~, ~ ~ _ - - ~ ~ ~ FIRE HYDRANT P~ J
18'P ~ ~ ~ ~ 18 0 ~ ~ INV=364.bq' ~ ~ ? ~ ~~~p 2 U UT------ WATER VALVE ® ~ 2 TELEPHONE
~ ~ ~ Ib"P ~Ib"P ~ GI ~ ~ Q 0
~ \ 12' ~ ~ ~ ~ ~ 0 10'P . ~A A u'P~ to"o TOP=381.06' ~ u W TEMP. TRH PROTECTION - INV IN-36q.91' ~
INV=3b830' ~ ~ w ~ ~ . ~ - . D ~ V I~~ ~ ~ ~ ~ -~22 P ~ 21"P • ~ INV OUT=369.11' GABLE - G GONSTRJGLfARIN6 LIMITS - -
~ ~FH ~ ~ ~ 14"O. INV-38834' ~ Ii"0 • ~ ~
A ~ PIV ~ # ~ P \ ~ ~ ~ ~ ~ STORM DRAIN - - - _ _ = PAVEMENT, 5M1, STRUCTURES D a O
© BFP hAHS ~ ( I ) ~ ~ ~ ~ ~ TO BE REMOVED.
I BALL ~ ~ bib 13~p ~ ~ , ~ o , ~ ~ i ~ ~ D ' e Q ` ~
0 1 i 8 GO I ~ ,z 22"q . ~ ~ ,
a- ~2"q ~ p e
~ I, ~ . .
BOLLARD A ~ ` q STRUGTURESNTILITIES TO BE REMOVED. 9 0
Q 20„P z: ~ 9°O ~ ~ $ 5TRic;TURESMiLITIES TO REMAIN AND BE PROTECTED.
O ,S, Q~ ` ~ s
s~, ~ , l _ ~.o ~ ~ -0 ~ J I - _,q.0 G INSTALL TREE PROTECTION FENCING. SEE DETAIL SHEET G'1.1.
51EMEN5 OFFICE BUILDING ~ - I ~ I PARKING DECK LOWER LEVEL uo MCCALYSON CouRT
- - - - - - - - - - - - D CLEAR Q GRUB WITHIN GUNSTRUGTION LIMITS (EXCEPT IN THE 7 II 1 LOCATION OF THE I^ETLANDS), 5~ 6ENERAI. NOTE 4. CARY, NC 2 5
~ ~ ~ ~ l ` ~ ~ I E GONIRAGTOR SHALL PROTECT V~ETLAND5 DURING
v - ~o I~~ , coNSTRUGrION. ISSUE SEQUENCE

15°R~P ASP - _ _ ~ INDIVIDUAL TREE TO BE REMOVED. SAW GUT TREE GL05E TO N0. DATE DESCRIPTION AGFS EXI5TiNG GROUND AND LEAVE STUMP 50 A5 NOT TO DI5TURB WETLAND AREA. REMOVE DEBRI BY HAND TO ELIMINATE
YI ~ \ ' ~ I ~ ~ I 10/6/03 ISSUE FOR 1ST REVIEW RUTTING FROM EQUIPMENT.
TOP-386 52' INV OUT=382.52' 2 11/24/03 ISSUE FOR 2ND REVIEW
~ ~
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az ~ / DESIGNED BYE ARP U
u o~ ~ ~ ~n ~ 2~ W ~ ~ ARP /w DRAWN BYE
z ~ Q u ~ ~ ~n w ~ / ~ruxonr
~ 2 ~u~ ~ DATE' 1016103 ~ ~ }
a l Z ~ ~ 1JJ ~ PROJECT N0~ 1147 l~ ~ w
~ ~ Q ~ Y ° I ~u ,
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~ N Q ~ w ~ JO 0 15 3a a0 120
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/ APPROVED i
4 r TOWN OF CARY
DRC Date
Planning Date
J Engineering Date
CLN PROJECT N0: 1147

I ~ MacGregor Park
~ I ~ ~ 125 Edinburgh South - Suite 310
_ I I Cary, North Carolina 27511 Phone: [phone]
i I I \ 4 SPq~ES Fas: 919 318-7518 r~
~ ~ ~ I I r~ _ j ~ I I H
~ ~ ~ I 0 , , ~ M 0 0 D ~ ~ S UI TE S ~ ~ PR .
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_ 3 Q. ~uRi ~ A 30" CURB 4 GUTTER, 5EE TOWN OF GARY STD. 3A2, DETAIL SHEET Gl.l.
~ ~ p sA ~ ry ~ ~ [Y ? ~ B CONCRETE 51DEWALK, 5~ TOWN OF GARY 5TD. 3.0q, DETAIL SHEET G'1.1.
9, , _ 9 s ~ p , u z ~ u
E ~F sA , y _ 3 ~ 0 ~ ~ G CONCRETE WHEELCHAIR RAMP, 5EE DETAIL SHEET Gl.l. U ~
< ~c ~s ~ K ti N ~ SPHALT PAVEMENT, 5EE DETAIL SHEET G1.1• ~ Q ~ p LIGHT DUTY A
~ _ N _ \ N 20
~ 8 ~ ASPHALT PAVEMENT, SEA DETAIL SF~E'f Gl.l. ~ E HEAVY DUTY
f;`: Q i` ~ AGGE551BLE PARKING t 51GNAGE, 5~ DETAIL SHEET G1.2.
S~
~ ~ S So ~ _ . ~ ~ ~ AIL 5HEE7 G1.2. 9 Spq~E G GONGRETI= 5TEP5 b HANDRAILS, 5EF DET S
c E , ~ , _ , _ ~ , TRAFFIC CONTROL NOTES THIS SHEET.
NEW VrniTE DIRECTIONAL ARROW, 5EE
r~ ' "CHAIN LINK FENCE, 5EE DETAIL SHEET G1.2. I 4 -0
A 9 ~ ,
~ BRIDGE ABUTMENT, 5EE STRUCTURAL PLANS. ~ - J
I I ~ - - - -
!g SEGMENTAL RETAINING WALL BY OTHERS. K
R ~ , 40~ A , U PRE-CAST CONCRETE BRIDGE, 5EE STRUCTURAL PLANS.
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RIO' ` _ , ~ , . IQ ~
_u .L M ~ a ~ C
~ , , _ , _ ~ i ~ u ' ~ I. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF
i ~ ~ ~ ' ~ BUILDING WALL, UNLE55 OTHERWISE INDICATED.
A ~ ~
~ ~ ~ ` ~I11 2. GONT~AGTOR SHALL FIELD VERIFY ALL DIMEN510N5 INDICATED AND D 0 p ~ , ~ ~ 15GREPANGIES. ~ ~ ~ ~ NOTIFY ENGINEER OF ANY D
~ R4'
~ , r, . NSTRUGTION 5TAKE OUT 15 THE RE5PON51BILITY OF THE D A I~ ~ 3. GO 0
BBALL ANS ~ ~ ~ ~ ~ CANTRAGTOR. ~ ` ~ ,
o y ~ ~ ~ AND 51GNAGE SHALL BE INSTALLED IN D e ~ ` ~ 4. ALL PAVEMENT MARKINGS
i o ~ ~ ACCORDANCE WITH THE LATEST MANJAL OF "UNIFORM TRAFFIC ~ CONTROL DEVIGES,°
~ ~ ` ~ ~ ISE SFIOI^N. 9 a
v~~ ~ 5. ALL FACE OF CURB RADII ARE 4 FT UNLE55 OTHERW
BOLLARD o Z ~ b. ALL CANSTRUGTION SHALL BE PERFORMED IN ACCORDANCE WI
O CURRENT TOWN OF GARY STANDARD SPEGIPIGAT10N5 AND DETAILS.
ti Q, J S~O 'f. ALL VEHICULAR U5E AREAS (DRIVES AND PARKING AREAS) SHALL BE IIO MCCALYSON COURT
J 51EMEN5 OFFICE BUILDING PARKING DECK LOWER LEVEI _ ITE vIEWS. Y NC 27511 - ~ - - - - - - - - SCREENED FROM OFF 5 CAR , -
% B, ND CHANGES TO ANY A5PEGT OF THIS SITE PLAN, INCLUDING BUT NOT
~ ~P ~ LIMITED T0, LAND5GAPING, GRADING, BIIILDIN6 ELEVATIONS (ESPECIALLY ISSUE SEQUENCE
~o COLORS), LIGHTING, OR UTILITIES WILL BE MADE WITHOUT THE APPROVAL OF THE DEVELOPMENT REVIEW GROUP OF THE DEPARTMENT OF PLANNING N0. DATE DESCRIPTION
~ SpAUES AND DEVELOPMENT. I /6103 ISSUE FOR 1ST REVIEW
ATION FAIL5 TO FUNCTION ADEQUATELY AS I 0 q. WHERE EXISTING VEGET
TYPE A B, G, AND 100' THpROUGFIFARE CORRIDOR 2 11/24/03 ISSUE FOR 2ND REVIEW REQUIRED, (I.e. BUFFER , INSPECTOR RE5ERVE5 THE RIGHT TO REQUIRE
BUFFER) THE GARY 517E ANT1N65 IN ADDITION TO TH05E SHOWN ON THE PLANTING SUPPLEMENTAL PL
AN BASED ON ACTUAL FIELD CONDITIONS. PL
~ ~
do
J
a DESIGNED BYE ARP w ~
0.z / Q ~ U - ARP DRAWN BYE
0~ ' N~ Q w Q y~x~ DATE 10/6103
~ ~ !n Q _ 111
1 ~ Q } PROJECT N0~ 1147 2 n W ~
i / d ~ ~ J FILE, CD ~ o u
~ ~ a GRAPHIC SCALE
~ \ ~ ~z ~ ~ ~N
z~ Q ~ ~ ~ o ~e ~a eo X20
Q / ~ 0 J 0 e J
Q~
( 1N FEET) p d
~ ~Q 1 inch = 30 ft»
0 / ~ ~
0
Q \
I _ I ~ n
\ co 6 SPACES US-SN-LUl
~ ,p~ APPROVED
~ TOWN OF CARY
~ ~9 i _ Date DRC
~ ~ ~ ~ ti \ , ~ ~ O Planning Date
~ ~G fl. i / \ ti Engineering Date 1147
/ ' \ - - - - CLN PROJECT N0:
~ ~
P

i
I I - - I I MacGregor Park
~ I ~ A NEW LE SERE 5EE DETAIL SPIFFY GT.2. Suite 310 urgh South VEL ADER
I ~ i Cary, North Carolina 2751]
I I ~ - \ I I ~ ~ OUTLET PROTECTION, SEE DETAIL ON SHEET G1.4. Phone: 91B 318-8718 Fax: [phone]
~ I H 0 M 0 0 D G CONTRACTOR SHALL PROTECT WETLANDS DURING S GoxSTRUCrIOx. UI
~ l _ Q ~ T ES P RI V 5EE SHEET G4,1 FOR 0 rwanau,. ar E ~ D RI ~ ,
V ~ , E FARO `'~n •O r ~ ~4
c - ~o\ _ \ INV-340.01 ~/I/ .
- - ' ~ ~ - k ~ . e r x SAE. ~
i n
/i ~ ~ \ 1- -G._ - - - \ i 027645: ; qty ~ ~ 7 I. ALL SPOT ELEVATIONS INDICATED AT Gt6 ARE TOP OF CURB, ~ ~ .•F Q.,
i i I - ~ :.nl ~ ~ - M - ~ \ _ UNLESS OTHERWISE INDICATED. Qn•.NGINti~.' Q a
~ _ - _ _ ~ , - --v,__ - _ B3 I - - - - - _ ~ - - TOTAL DISTURBED AREA = 5325 ACRES. IMPERVIOUS AREA = ~""jn r~ R' o~~'P~ ~ 2.
x ~ ~ ~~+numu~un - ~ ~ ~ ` _ _ _ _ _ - - 834610 5F OR 19.16 AG (26AAS).
~ ~ `1- raru3va.oo~ ~ ~ ~ ~ , ^ ~ ~ ^ i n - ~ ~ ~ ~ - - 3. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUGIURES,
~ ~ G2 ~ - ~ ~ BOYi3~bE0' i ~ ~ ~ ~ - ~ ~ _ _ ~ row, ~ ~ ~ _ _ VALVE BOXES, GLEANOUTS, ETC. SHAD. BE AD„115TED A5 NEEDED
_ , 356 - - eow, -PARKING DECK UPPER LEVEL TO MATCH FINISHED eRADES.
Tow~soi.oo~ - - ~ ~ ; - ~ ~ _ ~ I BOh496OA0' _ - - ~ r ~ irj T 31650` ~ ~ ~ 4. ALL BAGKFILL GOMPAGTI 501L5 TESTING, ETC. SHALL BE ON,
\ PERFORMED BY THE OWNER'S INDEPENDENT TE5TIN6 roRY. ~~d~~~ LABORA
Ci~ ~ ~ I / 4 _ ~ ~ ~ ~ ~
~ ~ ~ DETAIL ~ - - 0 V B2 ~ ~ ~ ~ SFIF.ETbl:4 ~ ~ ~ ~ _ 5. TO MINIMIZE DAMAGE TO EXI5TIN6 TREES NEAR THE INTERIOR p ~ ~ pppp~~ - _ - ~ EDGE OF BUFFERS AND 5TREETSGAPES THE CONTRACTOR SHALL ® U
374.40 ~ 1 G ~ / 361.50 ~ ~ ~ _ RIM - ~ : 5~ pp M \ GUT 2-FT DEEP TRENCHES ALONG THE LIMITS OF DISTURBANCE, ~ryaa®~~ u ~U~4Q®W i M
A3 v BI I~ 1 i t i ~ 50 A5 TD GUT, RATHER THAN TEAR ROOTS.
_ - - ~ - I ~ E~ - / ~ ~ i / ~ ~ b. TREE PROTECTION FENCING 5HALL BE MAINTAINED ON THE 51TE
\ ~ ~ 1 ~ i i ~ TG ~ ~ ~ ~ ~ ~ l r ~ ~ 5Ei DI UNTIL ALL 51TE WORK 15 COMPLETED AND THE FINAL 51TE ~ TOP=386.13' INSPECTION PRIOR TO THE GERTIFIGATE OF OCCUPANCY 15
- ~ ~ \ T W~3145O' i ~ / ~ ~ V A 8ON1964A0' ~ ~ ~ ~ I ~ ~ ~ O~ (5EE NOTE +w) ° 5GHEDULED. THE FENCING SHALL BE REMOVED PRIOR TO FINAL
V ~ ~ ` ~ ~ ~ ~ - A ~ ~ ~ ~ OVERFLOW DRAIN 51TE INSPECTION FOR GERTIFIGATE OF OCCUPANCY.
1 ~ ~ % TO ~ ~I ~ TOP=385.9 ~ 0 ~ ~ w ~ 1. 51TE 15 NOT WITHIN 100 YEAR FLOOD PLAIN,
~ \ TOW~~78.9O' V ~ - ~ ~ ~ ~ , , ~ l / ~z ~ ~ ~ z a-
3~~.~0 ~,~A r ~ Q 8. DUL I U 1 FIE EXPEL TED DATE OF GONSTRllGTION EXTENSIVE AREAS
RI ~ `c, ~ ~ o ~ \ ~ ~ / OF WET SURFACE SOILS SHOULD BE EXPECTED. THE CONTRACTOR U / SHALL BE PREPARED TO PROTECT 5UB6RADE5 FROM
~ da'+ seo:ls ~ \ \ I \ r ~ I ~.1 ~ DETERIORATION TO THE EXTENT P0551BLE AND DRY ON-51TE
eo?r,~sa5o~ ~ - ~ ~ ~ ~ ~ ~ , I I v ~ ~ ~ V 7 11 j (a J ~ 501L5 FOR PROPER COMPACTION. M015TURE CONTENT WILL NOT X1..1 r BE THE SOLE FACTOR IN DETERMINING 501E 5UITABILITY.
~ ~ ~ ~ ~ I ~ ~ ~ I~ 1 ~ I ~ Z } ~
Z 1L1 m 9. 5EE 5NEET G3.T FOR STORM DRAINAGE SCHEDULE. ~ I
r ~ 3 ~ ~ j ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~ ~ ~ 10. A BOND EQUAL TO 200AS OF THE ENGINEERS ESTIMATE TO
v _ I ~ 1 ~ Q ~ CONSTRUCT THE PROPOSED BEST MANAGB~NT PRACTICE MUST CC Ll.l I BE P05TED BEFORE THE GRADING PERMIT IS 155UED FOR THE
~ v ~ , I AI ` ~ ~ ~ 1 ~ v ~ ~V ~ ~ ~ I l; 2 ~ y ~ 378,40 'V ~ Q ~ ~ PRO.EGT. (CHAPTER 10, PART 3.9, UDO).
~ ~ I ~ l i V M ~ - i ~ ~ / ~ ~ \ \ a , ~ I II. A GRADING PERMIT WILL NOT BE 155UED UNTIL THE TOWN OF GARY
'v ~ ~ \ I ~ ~ ~ ~ A I ~ ' ' ~ ~ ~ ~ I ~ HA5 EIVED NOTIFICATION FROM THE WETLANDS RESTORATION z REG
~ i ~ ~ ~ y `v ~ v ~ 1 I ~ ~ ~ ~ , I I ~ ~ OVERFLOW OVERFLOW ~ 1[ FUND (Y~2F) THAT A RECEIPT HAS BEEN ISSUED TO THE DEVELOPER
~ ~ 8 I ` \ ~ ~ ~ - I ~ ~ DRAIN ~ ~ ~ ~ ~ TOP=386.13' DRAIN \ ~ ~ Q AND THE LOCAL GOV~NMENT STATING THE NITROGEN BUY DOWN TOP=386.13 , ~1 ~ Q HAS BEEN COMPLETED.
~ ~ ~ ~ i ~ I i ~ DI ~J ~ DI ~ ~ 12. THE PRO.EGT WILL MEET ALL OF THE REQUIREMENTS RELATIVE TO
~ A TOYi3®I5O' I ~ • ~ i ~ ~ _ ~ V ~ Ls~, BOY~4lGb.0i0' ~ ~ ~ \ TOP-386.1 TOP=386.13' ~ ~ / Q BEST MANAGEMENT PRACTICES AND ENGINEERED STORMWATER
\ ~ I ~ ~ ~i` ~ I 5EE NOTE ~ ~ ' ~ ~ .V (5EE NOTE #9) ~ ~ I ~ N CONTROL STRUCTURES A5 OUTLINE IN THE TOWN OF GARY UNIFIED
1 ~ \ ~ ~ ~ A ~ A V ~ ~ \ iv ~ DEVELOPMENT ORDINANCE. (CHAPTER 10, PART 3, UDO).
~ ~ ~ ~ ~ I' 1 ~ ~ \ ~ L
I 3 ~ row~~ez~a ~ \ ~ eow~ ~ ~ ~ ~ 2 / ~ ~ i
~ \ A ~I ~ N-__--
~ ~ ~ 1 ~ EXI5TIN6 CONTOURS
TON4 50 \ ` ~ V ~ i ~ ~ ~3135Q' \ ~
V ~ ~ ~ v ~ ~ I I v v / - ( ~ i I , ~ ~ ~ ~ ^ /FINAL CONTOURS
~ v ~ ~ I ~ A ~ ( I o~ \ ' ~ o~ \ m
1- ~ - - - - J \ ~ 210,4' EXISTING SURVEY SPOT ELEVATION
A \ ~ ~ v ~ v ~ ~
~ ~ ~ V ~ ~ \ ~ v A ~ ~ \ ~ ~v \ ~ ~ \ 27D,50
~V ~ ~ ~ A Og ~ ~ ~ ~ J ~ o ~ ~ ~ ~ \ / PROPOSED TOP OF CURB SPOT ELEVATION g~ ~ \ ~ ~ ~ ~ / TGC
~ ~ A \ \ ~ ~ ~~~A. ~ \ ~ ~ \ ~ cp ~ ti j ~ ~ ~ ~ ~ ~ ~ m ~ ~ ~ ~ 270.50 PROP05ED 6ROUND/PAVEMENT ELEVATION
T
~ ~ - A ~ ~ • • A~~ N . ~ ~ NV=364.61' ~ - -15 RZp ~ Q j ~
~ TOh43063O' ~ \ n ~ ~ - - - _ ~ ~ ~ q STORM 5TRllGTURE NUMBER Q w ~ INV=36469 , z ~
8g 2u
~ ? ~ \ ~ , GI Q p = _ _ _ _ = EXI5TIN6 STORM DRAIN PIPE ' ~ I 1 U
j ` / ~ ~ ~ ~ TOP=381.06' ` • IMi IN=369.91' ~ ~ ~ pROpOSEp STORM DRAIN PIPE
~ INV OUT=369.11' i~
~ A ~ ~ i ~
\.A i ~ D S D ~ ~ I ~ RD PROP05ED ROOF DRAIN
~ MANS ' ~ ~ ~ ~
~ ~ I , o ~ ` ~ ~ - - 0 • • ~ ` ~ -4--~'- TREE PROTECTION FENCE, SEE G7.1
~ ~ I Z ~
- ~ ~ ~ ~ti ~ ~ . D e ¦ GATGH BA51N, 5EE Gl.l
~ ~ ~ o~ ti L
N v`~~ ~ ~%i s BOLLARD y o
p 1 ~ - ~ o
ti~ v s`~o
- J I 51EMEN5 OFFICE BUILDING ~ - DRAINAGE PRE-DEVELOPMENT P05T-DEVELOPMENT P05T-DEVELOPMENT
I I PARKING DECK LOWER LEVEL _ AREA, r~vo DETErmoN wITH DETENr1oN IIO MCCALYSON COURT
~ , II Y~ 4 1 U ~ l I-YR I-YR I-YR GARY, NC 27511
e~ ~ i ~ ~ I 13 3.3 0.l I UE SEQUENCE
~A ~I- ; I , 2 21.6 21.9 21.9 SS
=,R~p 3 16.1 Ib.9 16.9 NO. DATE DESCRIPTION
I' 15 / TOTAL 39.0 36.9 -0.I I 1016/03 ISSUE FOR 1ST REVIEW
YI i, I. 9 ' - I 2 IIl2G/03 ISSUE FOR 2ND REVIEW
INV OUT=3 ~ ~ 82.52' I ~l
~ WATERSHED: SWIFT GREEK
~ 1~E6vlous AREA /
/ / C~ ~ , PRE-DE`J.: 553 A.G
Jy OJ ~ P05T-DEV.: 6.49 AG (14b~ INGREA5E)
~ i ~ DRAINAGE AREA DESCRIPTION
/ i ~ I AREA DRAINING TO THE PROP05ED WET POND
~ ~ 2 REMAINING AREA ON THE 1050 ACRE PARCEL
/ 3 AREA FROM 5.88 AG PARCEL ~ ~
~ / DESIGNED BYE ARP U ~
~v ~ I W / ~ / DRAWN BYE ARP
~ Q -1 ~ ~ ~ / DATE 10/6/03
` I ~ ~ > ~
~ 2' ~ 1u ~ PROJECT N0~ 1147 ~ ~ /
~ ~ ~ CD ~ / FILE
IY / fY / GRAPHIC SCALE i ~ , w /
~ ~ i ~ ~ ~ o ~ ~ ,zo
i ~ 0 ~
~ ~ ~ i ~ ~ e D ~ ~ ~
~ ~J \ ~ ° >x
~e ~ ( ) D ~ ~ . so 1 1 inoh it
v 0 I ~ w;
a f l ,
~ l
° ~ ~ ~ / -
/ ~ ~ 1 /
/ 03-SP-201
/ APPROVED
~ C l ~yQ TOWN OF CARY
DRC Date
Planning Date
A Engineering Date
~ CLN PROJECT N0; 1147
_

H L
i I MacGregor Park
I 08TAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. KEEP A COPY 125 Edinburgh South
I I I. Suite 310 OF THE APPROVED PLAN ON-SITE AND P05T APPROVAL PLACARD. Cary, North Carolina 275]1
I I Phone; 818 318-8718
- ~ , I I 2. FLAG CONSTRUCTION LIMITS Alm INSTALL TREE PROTECTION FENCE (OR Fax: [phone]
I ~ - TEMPORARY GRAVEL d RIP-RAP \ COMBINATION 51LT FENCE /TREE PROTECTION FENGE)• GALL FOR TOWN OF H TREE FENCING MUST BE INSTALLED AND INSPEGTm BEFORE MnAI GARY O INSPECTION. [YY 0
~ FILTER BASIN, 5EE Gl.l. - - - - J I D SU AN BE 155UED. ITE A GRADING PERMIT G RIV . AT • ED ,
. ~ - WEIR ELEV=341.00' ~ ~ - SEDIMENT STORAGE=450 GF s - RI VE cap TOWN OF GARY AND OWNER REPRESENTATIVE AND CONDUCT ~~/'y'~ 3. NOTIFY yg-K PRIOR TO STARTING QQ,•' E~SI y '
- ~ - Q ~ PRE-CONSTRUCTION CONFERENCE AT LEAST ONE ; ~ ~ OF Oh .•9
c - ~o\ A INV=340.01'--- ~ CLEARING OR ANY OTHER CONSTRUCTION. a QQ I ~ ~ ~ 5~~1~
- ~ \ ' INSTALL FsRAVEI. CONSTRUCTION ENTRANCE, TEh~ORARY SILT FENCE, E 027645 c 4.
WET DETENTION P~ ~ TO SERVE A5 7FMPaRARY ~ ~ SEDIMENT BA51N AND TRAP, DIVER510N DITCH AND OTHER MEA5URE5 A5 E 9 ~ ~ ~
- - ~ ~ BA51N, 5EE GONSTRUGTJON - - = - ~ ~ ~ . SHOWN ON THIS PLAN. CLEAR ONLY A5 NEGE55ARY TO INSTALL AND ~S4 •••FN ~P.• ~`t ` NGE. 4.0 GIN,. 0 a9`z ~ - - MAINTAIN TNESE DEVIGES• OBTAIN A CERTIFICATE OF GOMPLIA ~'v R 'QP3•,
SEQUENCE AND DETAIL - - ~ _ - ~ ~ _ ~i ~ ~ SFIEET G1Z.
'S;:~ - - ,F' - - 5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. . i
'i ~ _ I - ~ i-- ~ _ - I~~ ~ l ~ ~ ~ ~ ~ _ _ - - - b. ROUGH GRADE 51TE. INSTALL INLET PROTECTION DEVICES A5 STORM DRA
<y,~ y " ~ ~ ~ ~ _ - - _ ~ _ _ SYSTEM 15 INSTALLED. ONCE STORM DRAIN SYSTEM IS INSTALLED, COMPLETE
. , - , ~ - GRADING. ~ ~ ~ - - ROUGH p p ~ o D A ~~'``'~~,--"-P~lRK1NG DECK UPPER LEVEL
G2 _ - - - _ - ~ _ ; y; _ y - - - 1. INSPECT ALL MEASURES AND DEVICES WEEKLY AND AFTER ALL RAINFALL
_ - 356 _ ~ ~ EVENTS, MAKE PROMPT REPAIRS A5 NEEDED. ~ ~~U~~~

. ~ ~ ~ / i ~ - ~ 4 ; ABILIZE 517E AS AREAS ARE BROU6EIT UP TO FINISHED GRADE WITH 8. sr IN6 ETC. 5» SLOPE VEGETATION, PAVING, TEMPORARY DITCH AND SLOPE LIN ,
~ B2 p ~ ~ ~ I- - ~ AND SI~FAGE STABILIZATION NOTES LISTED BELOW. ~~~~~~~~®~l i ~ i ~
? i i - ~ 1 c. ~ ~ . PE OUTLETS AS INDICATED ON PLAN.
- - ~ BI l ~ ~ I l q. INSTALL OUTLET PROTECTION AT PI
? I ~ A3 ~ i , i ~ i ~ ~ _ ~ ` •10. WHEN CONSTRUCTION 15 COMPLETE AND ALL AREAS ARE STABILIZED, GALL
a j~ ~ ~ ~ % i~ / i FOR INSPECTION, °
~i,, ~ ° II• WHEN SITE !5 APPROVED BY INSPECTOR, REMOVE SEDIMENT FROM WET
I ~ DETENTION POND AND GRADE TO FINAL CONTOURS. INSTALL POND PLANTi ~ti
i ~i 1 0 ~ w ANGE WITH THE 517E LANDSCAPING PLAN, APPLY SEED AND / ~ ~ IN ATTIN6 OVER ANY REMAINING DISTURBED AREAS ON
1 ~ 1 ~ ' z R INSTALL TEMPORARY M ~ ~ 0 N SITE.
- I I 1 ~1 ~ Y ~ U Q u / ININ6 VEGETATION 15 ESTABLISHED, GALL FOR A FINAL INSPECTION
~ ' ~ ~ ~I - ~ ~ ~ ~ ~ _ _ - ~ ~ ~ _ I ~ I U ~ w U / 12. ONCE REMA BY INSPECTOR TD OBTAIN A GERTIFIGATE OF COMPLETION AND REMOVE
1 i 1L1 I REMAINING PERIMETER NEASURE5.
~ Q ~ I ~ ~ ~ 1 ~ ~ ~ ' 1 I Q J ~ r
i i ~ ~ , 1 ~ ~ ~ ~ z V } ~ v ~ z I
1.
\ ~ ~ ~ I 1 ~ I ~ .i ~ I ~ I ~ Y Q/
~ ~ ~ ~ ~ I I I ~ 111 I I. DURING ALL PHA5E5 OF GONSTRUGTION, PERMANENT 6ROUNDGOVER
ni ~ , r~ \ . 1. ~ ~ ~ 1 I ~ II~ ~ ' UIIIL I~ I'I"VIGC`~ .'p STRUCTURES SUFFICIENT TO RESTRAIN EROSION ~ Il 5HAL1 BE PROVIDED ON ALL DISTURBED AREAS WITHIN 15 WORKING
I I ` ~ I \ \ ~ y \ I I ` \ / ~ ALENDAR DAY5 (WHICHEVER PERIOD 15 SHORTER) ~ DAYS OR 30 G
A ~ I ~ 'i ~ ~ 1 1 z FOLLOWING A TEMPORARY OR PERMANENT STOPPAGE OF GRADING ~ / Y WORK IN A SPECIFIC AREA.
~ ' i ~ ~ I ~ ~ ~ ~ ~ 1 _ I ~ ~ ~ Q ALL BE STABILIZED WITHIN 15 DAY5 OF ANY
6~ ~ ~i ~ ~ 1 I ~ \ ~ 1 0. 2. GUT AND FILL SLOPES 5H °~@IJ ~ ~ PHASE OF E~RADIN6.
~ ~ ~ I ~ i 1 Q THE ABOVE REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET
\ 1 l \ 2 3' REGULATIONS. THE CANTRAGT l N ER0510N AND SEDIMENT CONTROL STABILIZATION
\ ~ - ~ ~ ~ ~ II II DOCUMENTS INCLUDE ADDITIONAL SEEDING AND
~ ~ s ~ \ ~ i • _ ~ • ~ ~ ~ REQUIREMENTS AND S•:HEDULES WHICH MAY EXCEED TH05E ABOVE. ~I II
1, ~ _ i ~ ~ ~ ~ ~L9c II II ER0510N CONTROL MATTING SHALL BE INSTALLED FOR ' ~ / 4, 5LOPE I RATION DURING THE ESTABLISHMENT OF
~ ~ ~ ~ ~ ~ ~ ~ I I I I / TEMPORARY STAB L VEGETATIVE COVER ON ALL STEEP 5LOPE5 (b.l OR STEEPfIy.
~ ~ ~ ,
A~' ~ ~ ~ ~ 5, INSTALL MATTING PER MANUFACTURER'S INSTRUGTION5• ~
GRAVEL CONSTR. ENTRANCE ~ ~.~,~.h, ~ r ~ '~'•,•,~r t ~ r~~•b•~i.'a AIL SHEET G1.1. ~ ~ ~ ( j
.,.3, ~ - ' ~ ~ ' ~ ~ ~1 ~~y -t ~-I -r'
~ ~ ~ ~ ~ / / ~ I• THE CANTRAGTOR SHALL COhPLY WITH ALL STATE AND
- V~ ORAR'( SEDIMENT TRAP ` 3 ~ ~ ~ ~ 8 ~ ~ TST T Gl.l. 6 ~ , ' ~V~~A ~ ~ \ ~ ~ ~ LOCAL GORES IN OBSERVING ERO510N CONTROL hEA5URE5 ~ ~
5ff DETAIL SFI~ 1 \ O~~ A A 1 ~ ~ \ ~ ~ ~ / BOTH ON AND OFF 51TE. o ~ ~ ~ \ ; ~ ~ TOR SHALL MAINTAIN ALL ER0510N CONTROL
~ 9 V ~ ~ A ~ ~ ~ \ ~ ~ \ ~ / 2. THE GONTRAG ~ A V ~ ~ ~ ~ ~ DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED
PROTECTION DEVICE ~ ~ ~ ~ ~ _ ~ ~ ~ ~ ~ ~ TEMP. INLET _ ~ ~ ~ ? ~ 5EE DETAIL SHEET Gl.l. ~ ~4 • ~ ~ ~t~~ < ~ ~ \ \ u / BY LOCAL AUTHORITIES OR ARLFIITEGT,
f1 ~ ~ ~ ~ H~ \ \ , _ ~ ~ AL DISTURBED AREA: 1.44 ALRE5• ` ~ ` ~ Q / ~ ~ 3. TOT
TEMP. DIVERSION DITCH / EsERM - ~5'~ ~ - ` P ~ /L ~ ~ .t.~ Cr i \ . ~ ~ NV=364.61' ~ _ ~15_RZP u / ~ 4. ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE \ - - - - _ ~ FILTER PROTECTION AFTER WORK STOPPAGE EACH DAY.
5EE DETAIL SHAT Gl.l. ~+"5"~'~'~ t ~ ~ , ~ INV=364b9' a U 5EE DETAIL. ~ ~z
TEMPORARY( 51LT FENCE ~ ' , GI ~ ~ 0 5. ALL STORM DRAINAGE PIPES SHALL. BE TIi0R0U6~N.Y
l.l. ~ ~ 1 SEE DETAIL SHEET G V~ , i TOP=381.06' I I FLUSHED OF ALL SEDIMENT FOLLOWING 517E 5TABILIZATION. ` ~ 5Y5TEM 5FIAl.L 8E PERFORM®
~ / q ~ ~ ~ ~ ~ INV IN=369.91' ~ INTERIOR FLU5HIN6 OF • •INV OUT=3b9.11' ~ A5 NEEDED TO MAINTAIN PROPER FUNCTIONING OF THE
TEGTION % " ~ OUTLET PRO ~9 PERMANENT AIL 5F1~T G7.4. ~ ~ ' ~ ~ 5EE DET p ~ D ' ` ~ DRAINAGE SYSTEM.
~l ~ • j ~ • ` , , I FRONT OF pRD,EGT WILL BE KEPT GLEAN AT ~ I ~ 6. ALL STR~1'S IN
OUR ` EXISTING GONT ~ • , ~ .ALL TIMES OR A WA5H STATION WILL BE REQUIRED. • AND HOODS SHALL p e O
~ ~ ~ \V hANS i 1 ~ , T. ALL STORM DRAIN FRAMES, GRATES, ~ ~ ~ 1 BE STAMPED WITH "DRAINS TO RIVER" IN ACCORDANCE WITH
- FINISHED CONTOUR ~ . i ~ I ~ ~ . ~ , p a ~ ~ TOWN OF GARY STANDARDS.
,i~ i ~ ~ ~ • ~ ` ~ ' THE 15 NO FLOODPI-AIN LOCATED ON TRACT I OR TRACT 2. ` 8.
TEMPORARY CONTOUR a~ ING GONS7RJ - ~ ~ r ~i` i ["TEMP. GRADES DUR , ~ , . 9
~ ~ l ~ ~o~~ti ` , ` ; .
w BOLLARD ~ I i.
~ o
/ ~ ~ rya hFA511RE5 SHALL eE I. ALL ERD510N AND SEDIMENT CONTROL FOLLOWING EVERY ILO MCCALYSON COURT
S~~'~ ~ ~ J I ECK LOWER LEVEL GFEGKED FoR 5TAE9LIlY AND OPERATION THAN oNGE PARKING D RUNOFF-PRODUCING RAINFALL BUr IN No CASE LE55 CARY, NC 27511
BIEMENS OFFICE BUILDING ~ ~ i, I - - _ - - - - - -I EVERY WEEK ANr NEEDED R~AIRS 5FIAl.L eE MADE IMMEDIATQY
A\ - ~ ~ TO MAINTAIN ALL h1E45URE5 A5 DESIGNED. ISSUE SEQUENCE
2. REMOVE 5®IMENT FROM 5®IMB1T TRAPS AN) BASINS WHEN
I o ~I~~, STORf~GE CAPACITY HA5 BEEN APPROXIMATE-Y SOAi FILL®• N0. DATE DESCRIPTION _ GLEAN OR REPLACE GRAVEL FILTER WFBd THE SEDIMENT POOL.
~ ~ LONGER PROPERL'Y' /6/03 ISSUE FOR 1ST REVIEW I 10
\ - ~ T FENCE WH~?I DEPTH 2 11/24/03 ISSUE FOR 2ND REVIEW 3. REMOVE 5®IMENT FROM BEHIND 51L A5 PEGE55ARY TO
b-INGFES AT Tif FENCE, REPAIR 51LT FENCE
1 MAINTAIN A BARRIER
i 4. ALL 5EI:DED AREAS 5HPd.l BE F~TILIZED, RE-SEEDED A5 i ~ NECESSARY, AND MULGh® ACCORDING TO PRO.EGT 5PEG5
~ ~ TO MAII.'TAIN A VI60R0115, DB~iE VEGETATIVE 6R.OWTH. I
I TREE PROTECTION FENCING TFIROUGFIa1T DI~RATION OF
~j ~ / - 5, MAINTA N GONSTRUGTION.
ti~ J
/ i
1 ~ NED BYE ARP 1 ~ DESIG
~ ~ j / ,
1 U DRAWN BYE ARP ~ W I i
% i I ~ -1 ~ ar~?snr DATE 1016/03 Q /
i : < ~ r ; ~ ~ ~ 11-1 I } ~ PROJECT N0~ 1147
~ ~ / 1 2 ~ ~ / CD
1 ~ / ~ / FILE
~ l ~ ~ / GRAPHIC SCALE ~ /
1 w / 0 0 / 13 30 60 1 ~ 1 ~ ~ 30 0
0 / o p s I Q
J~' 1 1 J /
~ 1 / ~ D (tx )
_ Q~~ , ~ ~ = 30 ft° ~ 1 inch
l ~ ~ v~
i P' a ~ I
~ ' ~ ` ~ o ~ l
~ ~ ~ ~
i 03-SP-201
CO, c APPROVED
~fi TOWN OF CARY i
DRC Date Planning Date
Engineering - Date
1147 _ _ _ _ _ - - CLN PROJECT N0:

Ig"P i 9°p Ib'P 13'P I I
1lecGregor Park 125 Edinburgh South
1. 10 0 ~ I I ii l3. p A I I 22'0 ~ \ _ Suite 310 Cary, North Carolina 27511
~ i I PLANT LIST Phone: [phone]
18'P 13 0 ~ q"0 ~ I I Fez: 918 318-7519 H KEY cart PLANT NAME 51ZE REMARKS
Ib~'p 9 0 ~ ~ ~ 1- ~ TYPE G BUFFf~R YARD ~ I ~ EXISTING DENSE PINE/HARD D FOREST - ~ ~ 0 M EW 0 0 D SU ITE
~ TO BE USED TO MEET REQUIREMENTS ~ - SP " , RIVA _ AT 5G 18 5ASANQUA CAMELLIA 24 -3o HT. FULL PLANTS , - E D RIV E ~ s .
CAMELLIA 5A5ANQUA 'YULETIDE GOVT. SPACED 6 O.G. LT 1314 LILY TURF 3-5 BIB5 SPACED 12" O.G.
10 ~ Ib'0 ~ ~ a. - LIROPE 5PIGATA CONT.
24"P " 5 16HT TRUNK ~ , wo wlu.ow oAK ~ s In GAL B t B TRA
13"0 ~ ~ "P ~4~~p 15'0 i ,p g'0 9"0 ~ '0 2 ~ ~ QUERGUS PHELL05 12'-14' FULL GROWN ~ 1' BtB, STRAIGHT TRUNK ~ ~ J ~ ~ 50 5 SFNTh1ARD OAK 2'-2 I/2' GAL.
~~p 15"0 - ~ ~ ~ 'p ib°P ' 10'0- ~ - ~ ~ ~ ~ ~ ~p~.~~ 5HUMARDII ID'-12' HT PULI. GROWN ~pU. MVfM1~/~/., JV
;~i " ~ _ ~ 10"0 i5"P II P ID 0 ~ ~ IRIDPE S-s 8185 5PAGED I~" O.G. 5 ~a~ Vi. 74 VARIEGATED L \ CANT. r''sI
I"0 9'D 0 ~ ~ ~ 16"p - /i% 5~ ~ _ LIROFf MUSGARI 'VARIEGATA , Y i r... / Iq'P SH 14 STEEDS UPRIGHT HOLLY 24 -30 HT. f9X.L PLANTS
T' b' ~ \ 15 VL-54 ILEX GRENATA 51EED5' CANT• SPACED 5' O.G. / 14"P " ,
20"0 - WO-I ~ / / WM 43 WAX MYRTLE 30 -3b HT. f911.1. PLANT5
"p _ ~ ••p ~ / M1'RIGA GERIFERA GONT• SPACED 5' O.G. PARKING DECK UPPER LEVEL o 0 0 0
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_'1. ~ - LANDSCAPE MAINTENANCE PLAN
SH-8 ~®G~ ~~d~~~ ®ad~ The owners of the property t tholr agents, hens or assigns
shall be responsible For the hstallation, preservation, and M 5~ pppp 2
SH-b - ~ ~ i maintenance of all last and Ical features shown on D~ W®u U~~ U'~~ P P~ the plan. The owners sha I be rosponsible for annual
WM-43 I Ib"P malntenanco of the vogetatlon to Include but not Ilmlted to:
• f''b"L _ LT-36 a. Fertlllzation: Fertlllze lawns twee per year (Fob. 15-
LT-204 F Mar. IS d 5e t. I-Oct. 3U according to soil lost. Fertlllze P
12"P ~ ~ warm season grasses onto during growing season per soli test.
q.. VL-20 14"P 9'GYP 23 P 9 0 ' q P 4°0 ° b. Pruning: Pruning shall be Ilmited to removal of dead
LT-380 "0 22'p .p 23"P ~ 25~p II'p ° wood or branches for trees or for sl t Ihes/safety
YJO-I 'P W ~ reasons. The Shigo standards should adhered to. The ~ r pruning of shrubs shall be Ilmlted to pruning necessary to
12"P 20" 12 P _ 12"0 z 2 maintain the natutal shape of the plant except for sheered
15'P 0 " ~ 15"0 ~ ~ 0 Q hedges.
0 20 0 15'P '014" Ig'P 12"0 Ig P q,P 10"0 21'0 u-1 c. Pest Control: Pre-emergent weed control for lawns and ~ shrub hods ma be applied In February. Ghemlcal treatment
~ for Insect Infestation and disease be Iled and shall J ~ ~
10"P ~ g"P ~ Q 12 P 12'P q°P 9"0 I I"P g'0 Q be sneclFlc to the problem. ~J
15'P "P WO-I -10 I "0 .z d. All above round utlli a ui ent and facllltles associated with g ~ a~
Ig'p 10"P Ib'P 14 0 Z ~ 1LI on-site electric, cable, telephone, gas or other slmlkr utlllty J shall be located kt the side or rear yard area of the site and
1' 15"P ~ 20 3P t srolt wltFi ever eon last ~ ~ screened, to the exton pos gr p ings.
18~p 23"0 IT"0 - 10"P ~ ~ Plantings shall allow for a mhkrWm of a 5' clearance around ~ ~ ~ 1l1 ~ the structure to allow Pot access. Addltlonally, any elde of the
60'R (t~) LT 165 II'P Q. land I~allow for ~ Q structure having a door or lock, the p "gs shy
WO-I Ig~p 12 Ig'p ~ a 10' clearance. The amount of clearance shall account for the ~ ~ size of the plant matarlal at maturity,
13"P z e. Mowln : Prl fescue lawns shall be malntalned at a het t
'P 21"P q _ ~ u f 3"g d shall mowed roxlmately 30 times a ar, ~ o ~ an
I~,P Ib P g"0 ~ IIO 10"0 be~malntalnedh and loss ~ Secondary turf areas rr~ Igher Q frequently. Warm season gasses shall be mowed as needed
~i 15'0 II"0 13"D i ~ during the growing season to malntaln the recorrrixndod height
19"P 100 Q Of the SpeGIGS Of turf grass. 2 v Id oxcessNe htruslon Into the root zone
10'P "0 Q f. Plant Protection: A o ~ area of established plantings.
Ib"P ~ 0 SATIFYS Tf$ - i
VEHICULAR USE I''b-I AREA PARKING LT-14q Ig"P Pollute to matntaln all plant In accordance with this pion constitute a violation of the Ifled Development Ordlnar~ce
REQUIREMENTS b 0 20'P 20"0 9 0 10"P b'P ~ ~ may result in floes.
15'0, 15 0 17"0 9 0 GENERAL NOTES np i
a. No s to any aspect of thb site plan, hcluding but not 10'0 ,
la1 elevations , Iknltcd dsc gradhg, bulldhg b ° l0 i~
(especially colors , I ttng, or utllltles will be made without 14"P 14'P , the oval of the el Revbw Group of the 'P , - - N NOTES
D t of Deve SeMces~ ' ~ - I b'0 ~ 10 TREE PROTECT
b. The sizo of the area and size of pknt material gip 9 0 ~ ~ - - - - - at maGrrity shal allow or a 25 foot bumper o,rerhang from _ _ q°0 ~ 19'P _ _ ~ FENCE SHALL BE MAINTAINED ON I. THE TRH PROTECTION THE 51TE UNTIL ALL 51TE WORK 15 COMPLETED AND THE
the back of curb. 50~ 10"0 ' FINAL 51TE 1N5PEGTION PRIOR TO TIC GERTIFIGATE OF
i, 12"P Ig'0 I I"p G. All tree protection Fencing shall be mat~tahed until all sift r" ; 14'P 9'0 ' ' OCCUPANCY (GO) IS SGHEDUL®. TFIE FENCING SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE G0.
work b completed. ITO ~ l0"0 ~ 10 Tree protecton fenchg shall be renaved prkx to the ftral 10'GYP ~ ~ 2. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE
26'T' site hspectlon For the certlFkate of occupancy (GO). Ib'P 23'T' \ ~ ~ Q INTERIOR EDGE OF BUFFE'R5 AND STREETSGAPES, THE ~ = CONTRACTOR SHALL GUT MINIMUM 2' 1"RENGF~S ALONG
d. Ntare exist v tatlon fills to function as uatel !^IO-I ~ i 2 N THE LIMITS OF DISTURBANCE, 50 A5 TO GUT, RATHER
I ~ ~ 100' thor arey ~ 14"0 ~ ~ ~ ~ ~ requhed, (.e buffer type A, B, G, and LT-380 qb '0 I~:.P 10 0 corrkior buffer) the Gary Site knpector reserves the right 12'P 11"P g"p 21'P ~ Q THAN TEAR ROOTS. U ~
to require supplemental plantings h addition to those shown II"0 ~ 21"P 21'P - Q W 3. NO TREE SHALL BE LOGAT® WITHIN A ROADWAY RIGHT-
on the planting plan based on actual fbid conditions. _ ~ Ig'0 18'0 ~ ' ~ Q ~ OF-WAY OR WITHIN 5' OF A 51DEWALK. Q 0
Ib'P Ib P p,p , 10'P i ~ ~ 10'P
II'P 2'P 10"0 ~ i
~ 16"0 ~ ~ ~ 22"P 2PP 14"0 ~ ~ LANDSCAPE NOTES. ~ \ i ~ I, LOCATE ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF
\ ~ PLANT MATERIAL. NOTIFY OWNER OF ANY DISGRfPANGIE5 ~ d
J \ ~ , , ~ \ BETWEEN FIELD GONDITION5 AND TH05E SHOWN ON THE PLAN.
RANS ~ g~~p 13'0 , ~ ~ D ~ ~ 2. VERIFICATION OF TOTAL QUANTITIES A5 5HOWN ON THE PLANT S O ~ ` ~ LIST SHALL BE THE RESPOfGiBILITY OF THE CONTRACTOR
g"0 o U .f ~ ` ~ AND THE TOTAL QUANTITIES SHALL BE A5 SHOwr off THE PLAN.
~ 'z 22'0 o ~ Q " g"0 D ~ ~ ~ ' ' 3, THE TOP 51X INGHE5 OF LAWN AREAS SFIALL BE AMENDED
~ 12 0 ~ WITH 3 OF TOP501L.
~ ~ 4. LAWN AREAS SHALL BE SEEDED WITH COMMON BERMUDA 9 0
AP.C' w ~ BOLL ~ ~ ~ 6RA55 gSSG COVERAGE (BASED ON A PER SQUARE YARD SAMPLE)
y 20"P Q"0 0 ~ SHALL BE ATTAINED PRIOR TO FINAL INSPECTION.
a - ~ 5. ALL PLANT MATERIAL SHALL GOPFORM WITH THE STANDARDS 5ET FORTH BY TF~ AMERICAN A550GIATION OF NURSERYMEN AND
51EMEN5 OFFICE BUILDI\ ~ PARKING DECK LOWER LEVEL THE WRITTEN SPEGIFIGATIOrS. IIO MCCALYSON COURT
P~~ ~ - - - - - - - - - - - ~ b. CONTACT THE LANDSCAPE ARCHITECT FOR INSPECTION AT 1FE CARY, NC 27511
~~v' ~ \ FOLLOWING INTERVALS'
- REVIEW OF GRADING PRIOR TO PLANT AND LAWN INSTALLATION. - REVIEW OF CONDITION OF AMEPIDED 501E PRIOR TO LAWN ISSUE SEQUENCE
~o INSTALLATION. NO. DATE DESCRIPTION
1. PLANTING BED5 TO BE MULCHED WITH A MINIMUM OF 3" OF
TRIPLE SHREDDED HARDWOOD MULCH. ALL PLANT 6Rg1PIN65 I 10/6/03 ISSUE FOR 1ST REVIEW 5HALL BE MULCHED A5 ONE BED. F R 2ND REVIEW
2 11/24/03 ISSUE 0 8. E5TABLISH P051TIVE DRAINAGE IN ALL PLANTING BEDS AND
AWAY FROM BUILDIN65.
q. APPLY PRE-EMERbENT HERBICIDE TO ALL NEW PLANTING '
BEDS AT MANJFAGTURERS REGOhMENDED RATE PRIOR
TO INSTALLATION OF MULCH,
Jti 10. DO NOT INSTALL PLANT MATERIAL IN IMPERVIOUS 501L5, (i.e. HOLE5 WHICH ,WHEN FILLED WITH WATER, DO NOT
OJ / v ~ CAMPI..ETELY DRAIN WITHIN TWO HOURS
II. ALL PLANT MATERIAL (5HRi1B5/TREES) 5HALL BE A MIfUMUM
DISTANCE OF 4112 FEET fTtOM BACK OF CURB, EXCEPT ALONG
NEW WALLS ADJACENT TO PARKING WIRE CURB 5TOP5
~ ' \ ~ WILL BE USED. DESIGNED BYE ARP U
~ uJ 12. THE 51TE SHALL BE 5TABILIZED AND SEEDED PRIOR TO THE DRAWN BYE ARP
\ ~ Q ~ J 155UANGE OF A GERTIFIGATE OF OCCUPANCY. - >1J DATES 10/6/03
~ ~ ~ }
~ i .Z ~ PROJECT N0~ 1147
k J ~ ~rcwo.,r CD ~~•r FILES
~ Q~ ~ ~
~ ~
~ GRAPHIC SCALE
~ O J ~ d
~ A~ ~a o ~s ~o eo Aso
Q D e
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~ o ( II1 FEET )
i i ~ ~ 1 inch = 30 !t.
i . ~ ~ \ 1 ~ ~ _
\ ~ `~ti ~ ~
~F 03-SP-201 APPROVED
~ ~ ~ q, TOWN OF CARY
/ ~ ~
~'a ~ 9~ , ~ \ , DRC Date Planning Date
A, [i \ \ V ~ ~ti Engineering Date
> , ~ , ~ \ ~ \ A ~ CLH PROJECT N0: 1147

MacGregor Park 125 Edinburgh South
Suite 910
Cary, North Carolina 27511 Phone: [phone]
Fea: $18 318-7518
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STATISTICS
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'DA ID.O ID.O ID.O 'D.0 '0.0 ID.O 10.0 '0.0 '0.0 1D~0 10,0 '0.0 '0.0 '0.D '0.0 'OJ ' ID.3 '0.5 '0.9 '2.~ '3.4 '2.i? '3.4 '3.1 '3.1 '23 'L9 5 ' 'L3 'L3 'l.6 '1.9 '2.3 '3d '3.3 'i?.5 ' 'l. 'OJ 'OA 3 ~ 'D.1 ~D.O 'DA '0.0 '0.0 'OA '0.0 '0.0 ' 0
'L '26 '3l I I I I I I I I 1 I I ] I I I I I, IDO ID.O ID.O ID.O D.0 D.0 D.0 0,0 0.0 0.0 0.0 0,0 10,0 D.0 0.1 0.3 D.6 L2 1 L 2.5 I L 26 3.l 2.6 8d 1,8 L5 13 I. i, L7 20 Z.6 5 3, 'L '2.5 '8.1 '8.8 'L8 'L5 '1.3 .3 'l. 'L6 'L9 '24 '3.3 4 '89 '0.4 '0.3 ~ ' '
'2J IAA 'L9 '20 '~2 L9 8.0 82 8.0 L L3 12 13 .5 1,6 2,0 2,6 3.5 4.9 ~
10.0 10.0 ID.O ID•0 10.0 ID~O ID•0 ID.O 1D~0 'D.0 '0.0 'D.0 '0.1 103 10.1 IL 3.l '3.5 '2.5 'L9 '20 'i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ IIO MCCALYSON COURT ?.5 L9 2D 20 8 1. L~ 1.3 L4 lb l.8 2.8 4,1 5,4 .I LO 0,5 8 0,2 I D.0 D.0 D.0 0,0 D.0 9
' '4. 13.3 '2.3 'L9 'L8 CARP, NC 27511 2,3 C9 L8 L6 1,4 L L5 L8 L9 2.0 l 3.
I i I I I I I I I I I •I I I I I I 1U.0 IU.O ID.O 0.0 0.0 0.0 D.0 D.0 U.0 0.0 D.0 0.2 0.6 5. 4,4 3,~ Z.3 L9 I 3.8 'Z.3 'L9 'L7 '1.5 'L3 'L 'L 'L8 '80 '8d '2d 1 '3. .I 'LO 'OS '83 '0. '0.1 '0. 'OA 'D.0 '80 .0
'4.3 ' .3 '4S 13.4 '2.6 '2.0~ '2.6 '8.0 'l. 'l.5 'l.3 ' .4 6 'L9 '2,3 '2.5 'D,i? 'i?~2 '~~B ~ ~
'0,0 10,0 '0.0 '0.0 '0.0 10.0 10-0 'D.0 '0.0 I '0. '0.4 '11 1.8 14.6 '4.6 '3J '2.9 '2.4 'I ?.9 2.4 I, t L4 L4 6 L8 22 8J 2,2 2, IJ 0.9 0,5 0,3 0,2 81 0.1 0. 0.0 D.0 N0. DATE DESCRIPTION
'3.6 '3.9 '3.E '2.6 '24 '2,1 '0.0 10.0 100 '0.0 '0.0 10.0 ID. D.0 1 r~ ~ 'D. 'Ll 133 132 '~•6 '~.4 '2. '2.1 '24 '2,1 'L '1.6 'IJ '2,0 '24 '3.1 5 ' ?.4 '2. '2.1 'l. '1.7 '20 '2.3 '2.9 ' ,8 'LI '0.7 'OA '0.2 '0.1 '0.1 '81 'OA '0 0. I 10/6/03 ISSUE FOR 1ST REVIEW
I I I I I 2.1 ~•3 22 2.3 3 22 '2.3 3 '82 0 'L9 'i?d '2.6 '4.5 '4.6 2 11/24/03 ISSUE FOR 2ND REVIEW
'0~0 10.0 10.0 '0.0 1D~0 10.0 100 '0.1 ID.I '02 '0.4 9 '@.2 12.2 '~•0 'Z2 '2.4 ' ,4 'i ?.2 '2.4 ' .4 '2.3 '~,I '2A '3 4.l ' 2 'LI '0.5 'D.3 '0.2 '0.1 '0.1 '0.1 '0.
'll ' 119 '25 '2 ' '85 '2 ' '2~5 '2.3 '2.3 '
10.0 10.0 '0.0 'D.0 10.0 ID.O '0.0 10.1 'D2 '0.3 '05 '0.8 IL 1 '20 '3,0 '3.3 ?.D '3,0 '3.3 .0 '~,1 '2.8 ' '3,l '4.4 'S. '1.3 '0.6 '0.3 '82 '0,1 '0.1 '0.1 '
'~•7 '3.6 14.2 '8.7 '3.6 '4.2 '39 '3.3 '23
10.0 '0.0 1.0 10.0 ID•0 '0.0 ID•I 'D.1 '02 'D.3 10.5 ID~B 11.0 'L2 'L '3.2 '4,5 I, '3.2 '4,5 '4.9 '42 '3.1 ' '2,Z '30 'i'~2 'l.l 'D.5 '0.3 '0.1 'D.1 '0.1 '
'45 'S.5 10.0 '0.0 '0.0 10. 'D. 10.1 '0.1 'D.1 '0.2 . '0.4 'DJ 'LO 'L7 ' '4.5 'S.5 '5A '3. l.7 ' '1.2 'L3 'L2 '0.8 '0.4 '0.2 'D1 '0.1 1
~ • . i
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3
'0.0 ID•0 1D.0 0.0 '0.0 'D.1 1 '0.1 ID.2 1D2 '0.3 '0.3 '0.4 '0.5 'I ).3 '0.4 '0.5 '0.6 'o.l '0.6 '0.5 '0.4 '0.3 'D.~ 'o DESIGNED BYE ARP
I I I I I I I I I I I I 'o.o D.o D.o 0 o D.1 D.i D1 0.l a] oz o,~ 0.2 I ).z 'o,~ '0.2 'o,~ '0.2 'oz 'o.~ 'o,~ DRAWN BYE ARP
'0.0 1 '00 '0.0 ~0~0 '0.1 '0.1 'D,1 'D.1 '0.1 'Od '0.1 'I DATE 10/6/03 ).i o.1 0,l 0,1 0.l oa
D ,Z,ww PROJECT N0~ 1147
I I r,l I I 1 I I I I D~~ 0.0 O.D D.0 0.1 0,1 D.1 0.1 0,1 0,1,~~ q P FILE CD
`~0 ~~0
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03-SP-201
APPROVED
TOWN OF CARY
DRC Date
Planning Date COOT
Engineering Date CLN PROJECT N0: 1147

iin>ES: 1 1.) TRANSVERSE EXPANSX7N JOINTS TO BE A MacGregor Park
A MAXIMUM of 5O FEET. 125 Edinburgh South
1 2' 1/e' A e. 2._D. 2) ALL CONCRETE TO BE FlNISHED WffH Suite 310 cuRlNC coMPOUND, Cary, North Carolina 27511
1/2• R i 5' MIN. NATUFWL GROUND 3.) A 6' DEPTH IS REQUIRED AT LOCATIONS OF DRNEWAY Phone: [phone] lo' T1P. CROSSINGS AND STREET INrERSECnONS. Fea: 818 31D-7518
STANDARD 2'-6" CURB & n JOIM Fll1EA m R I/B• R
Gl1TTER N R ~ -T" t~ a S ~ ~ PROPOSED SIDEWALK ~ o cRASSEO (CONC. 3000 P.S.L)
m ~ 1/4. 1/4' PER 1' SLOPE o ~ N yt U11LRY ~ CUT OR FlLL SLOPE J Z S1RIP o'~~~,' ' "'~i,~,
N ~ NOTE: µVMNN 50' MAX BETWWEENN JaN15 2'-6' ROADWAY NOT TO IXCEED 2:1 ~ } ~ p`~ ~ ~ 1~/ 'iy~
OR Ai ALL RNRD OEUECTS. ~ ~ 5' 5'-0' VARIES ;
6" ~ ~ FRONT ELEVATION SECTION A-A . ' ; ~ A ' . TRANSVERSE IXPAN910N JOIM 91CE EIEVATgN ~ o ' COMPACTED TO A DENSITY OF NO B ' Q ~EAI t' ~ m o EXISTING 2'-6' LESS THAN 9571 y ~
O o°p NATURAL GROUND I . iv a CURB AND GllITER ~ . ' ~GJ 0276
~1 ~Q '~p.o o "p 'o" .po'.• COMBINATION CURB AND GUTTER ~ ~ , , f „ TYPICAL SECTION ~Q'•FNGIN~~;.~' ~Q~i
'w~$~~v ~oo.p° von°o o.~%. A.B.C. STANDARD 30' CURB AND GUTTER (De per STD. No. 3.02) URB AND GUTTER Rr AQ . . 3.02) a ~•h,' C PP~`~°
- A.B.C. (AVG. DEPTH = 3 1/2" OR R~r B N,,,,,W R • WIi,tRIHYY
D - 6 1/2", WHICHEVER IS GREATER.) - \ SIDEWALK SURFACE
1KlIF5, 1v A. R N I, CONCRETE SWILL H J,000 P.9.L i
2. CONIMC}pN JOINIf MALLLL SE SPACED AT ID' AITEMNJ, D/~. A ( 15 sPACN10 MLL BE Al1Awm wHEN A MACHINE I9 lAm.) b .21dN...Y1EY~ ~ D D D e e
1. iWISH ALL CONCIHTE MTH CURING CONPOUND i'-e'
1/8' RAO-~ T 2• ~ JOINT ~g FlILER 1r®YU IttIL51N~~~ ~IIU~U
REV1510NS RENSIONS MEDIAN CURB AND GUTTER REVISIONS DATE DESCRIPTION DATE DESCRIPTION SIDE ELEVATRxJ DATE DESCRIPTION REVISIONS DATE DESCRIPf10N TRANSVERSE EXPANSION JOINT ~p~a
_ 1D/ee aAle w to ee cwwcEO YN. sHOwnER s.s.s. 10/88 DEIETm VN1EY GUTTER 10/ee NOTE N7alA)N N.H.D. G+I®~ Ve~I~ I~®~
12 N IDDED AB.C. M.H.D. ®1(~~~~1~1~ U 0®~
STD. No. ST°. STANDARD SHOT qRD SHOULDER SECTION STD. No. STD. No.
A.B.C. UNDER 2 -6 CURB & GUTTER 3,02 STANDARD CONCRETE CURB AND GUTTER 3.03 WITHOUT .os STANDARD CONCRETE SIDEWALK WITHOUT SIDEWALK 3 3.09
~ A 5 Fi q~ ~,0
8 DROP o~ B' µ1x, ~"onJI1oE weep ~ ~ YAAVeIE AS DIRECTED BY THE ENGINEER Cpl MIN-" "'S Furor eEw+
l'O BICx a sDElvux oNOP 1.5 FT ty~
1800 CU FT/ACRE r SECTION B-B 1800 CU FT ACRE a-~ / 5 FT y
YIN. 12-1/2 G f ~0 01WigN OUT! MI. 10 CA IN 61EDN1E ti~ 0
1IYAMra a~Aw 1eNMINx LSIE MA6 1. USE FOR DRAINAGE AREAS SEF s F Poc NOT EXCEEDING 5 (ENE) ACRES.
' o '1bn, M' 10 D e ~ wwRac znn ~ 2. EARTH BERM SHALL BE SiABILIZED w/ SEEDING olNC CROSS SECTION FInBRc
10 Do®'a~I SECTION A-A awADE ACCORDING TO TOWN SPECIFICATIONS.
- / ^ NGIL A IaRIIOI a< ON[ a DIN \ OmwsoR JoRrt AANPS Yrc o00o aErwd DESIGN nE RETOIeI. OVERFlIJ. 6' 'HOO RIRE ATTACHED FXIPA ~ w woos FOR SETTLEMENT m ~ lFNCn6
ISOMETRIC VIEW w°fl""` SETTLED z1' TOP MIN ' OF MRE XOItliIIMAL MET/L POSE SHXMFNf PR I ~ RRO:O SECI,RELY m VERRCAi
E11PwISON JOIR \ ~ ~ i' FREEBOARD Posrs
w A wxA«B x e ~~'ii+ FRONT VIEW - sa NsET `':>:'T 1.SLFT i 4 Fr MIN BAFFLE INSTALLATION -STEP 1
Mo MOTE I 5 Fr ~ oo \ 2.1 SIDE go SLOPE MAX
4a rosr DESIGN OF SPILLWAYS ~ FlLL O o 0 ,a`~, '19>ls; FAIRIC FOlDE11
A.1 wCYTN NIKE FABAM: sLT EENCE Fraec _ _ . _ i FlLTER DRAINAGE AREA WEIR LENGTH FABRIC ~ FlLTER ~ ~ i.t SIDE SLOPE t• ~ Posy a Irw4F te' wro >H~HORZaH~am ro~sr HoazoHTu FABRIC o MAX NATURAL fTNCE Posr
i.1, for EaE Ilwr 'l,~,( (ACRES) (FT) GROUND z. wooD FaeTa ANE NDf ACCEPTAOIE
aw Soul crr~i T ~ ~ s~ 2 6.0 ~ . N Me TH6 PaRnDN a Aw Ivry ~ • ERdI EAOM EncE of SIDEWAU( ~ °n t EWi AFPAIA of SKr 3 8.0 MIN~ x ~ niwLrs r w~Tr m Am~cH FA9PoC PERSPECTIVE VIEW N°"uONFK roeT m 'tao t~ Fora uo FAiwIC NOOED w 7RFNCII
TD 6ICIE PDArt d 14:1 (e.aul SLOPE N ly 9 FTNCE FNLUAES, usE 4 10.0 ' evaE d WENNx DROP REQUIRED E1JR NL IBEE NOTE Eel -usE SLT FENCE plY Mow pINEYA N+FA Ib. S7 wASNm STONE 10P OF BVFIE SIpVIO BE 6'
„ soEwNx stnPES >u Rlt7 006 Nd E71C® 1p Ala[ AID NE1Ew w ~ GRADE FOR ANCFgA wHETJN~ Lr 1 5 12.0 ra d mtrulN DaDP REQUREED FOR SIDEMM111 No NOR 1 AAF/6 d CONCOIIMIED Eta FENCE RoRCn DIMENSIONS SHOWN ARE MINIMUM lePE4 O.dl. GTCM BWN. _ MAINTENANCE Y~ BOTDM of
PLAN VIEW ~ e• wW coYED e1sPECr rvePOAARr sEaYEM rwws ~ OfEER sxETr • aYENSaNS MA71 THE smA~rt FNS ADaIMu vrr sEDIYEYr TtFPS /FTFR EAgI PERgD of salrrwr RNNFNL t~ SEDIYENf A4D RESTORE mAP m Irs oaaruv_ eoTmY a 9~FTTF eYe' TRENCH r THE sEtx~FTrt rNS ~catYUTATEn ro oYE-Iwr TFE oESlai DEPnt aF »E ttuv. PucE THE sEDwEHr TINT IS AnIO.ED w 711ENCN No 1RFTICIt 9rCIOYlID ARD ' o 9P03+L MFA MO REPLICE 1HE CONUYIINTEO PA4f ~ THE CPAYFL FAAMQ Fll1ED ~ ~ ~ ~
REVI$KRdS iv A DESICN1Tm ObP04FL MFA MO REFACE n REVISIONS A RIPT ~m'~ REVISIONS CHECK THE SrRUCRME Fdl °'r'rE ERON ER COMPACIm 11 CLARE Fpl OWME fApl EROSI)fl OR POM10. PE10001CYLY OIEGf iNE OEPM a THE SPWNY m fl411AE R IS A YINMUM '_L
I N 1D 0 NOTE ADDITION SS.i OMECRD M ENCRIEER • d 1.9 R MiDe' IVIE La POpff d nx EMI RIPTION A t1 wDFA RAMP MOTH 10 OFI.RALYEw' NOR SVIEw 4 96 G. PILLWAY CRhDE ~ RAP aSPIACED EROw IFIE 5 r nIE LOW PORIf tx nx EMBWIOIFNf. YumYaaY F111 NM SEnIFM~If of THE EYFIMIRIOR m SliamY AiIOVE umpr REVISIONS P,w DaPUCm PROY tl~ sPEEtwr YusT eE REPIACPn wuEOLAIaY. SECTION AT OPENING 1/10 PE-CRFIQED OEGl C.YA
roa NOTE AoonaN Gw SIDE VI W and ADD NOTE G.M.A. srweBaE ~ o~ueoMMr ~ ~ CONSINUC110N MM SEI)]NO. 9FSET 1 d Y 4/ee REy6E EFHCE FAMIC OrN IeNEOeNr wlo asTltRem ARF/5 AttO,E TIE tApL "w ooRYSRI~,w PROY THE ErIEaATaY ""E" BAFFLE INSTALLATION -STEP 2 ' Im ~Tnwc.
STD. No. STD. No. sl,Efr , of z sttEEr z aF z STD. No. STD. No.
STANDARD WHEEECHAIR RAMP A 3.16 R ST NDARD TEMPORARY SILT FENCE 4,D1 GRAVEL 8C RIP RAf RIP RAP FILTER BASIN 4.03 GRAVEL & RIP RAP FILTER BASIN 4.03
UPSTREAM ENO OF 5TORM DRAM OVERFLOW
70' MIN. 2' MIN
BlR SUFFICIENT TO KEEP I. PUT SILT FENCE OR TREE PROTECTION FENCE LIP ~ 1/3 PIPE
SEDIMENT ON SRE TO ENSURE COiISTIiI1C1gN ENTRANCE IS USED. , . DIAMETER D • D STANDARD METAL POSfS Y-0' IN GROUND
2. IF CONS1Rl1CT10N ON THE SRES ARE SUCH THAT °D THE MUD IS NOT REMOVED BY THE V1}#CLE TRAVEL- STEEP CUi OR FILL SLOPE - - - - - A ~a ~
2'aJ' STONE TO BE U5® 25' OR WDTH OF INC OVER THE S10NE, THEN THE TIRES OF THE EXISTING (511RfiE STONE OR RAILROAD PROPOSED STREET, VEHICLES MUST BE WASHED BEFORE ENTERING THE H ~ ~ CALNNIZED
PUBLIC ROAD. BURY BOTTOM ROADWAY BALL~SIj- WHICHEVER IS 2:1 SLOPE (MAX) GREATER. 3.IF A PRQJECT CONTINUES TO PULL MUD AND DEBRIS OF PLYWOOD HARDWARD WIRE EXTENDS TO
ON TO THE PUBLIC ROAD, THE TOWN MALL CLEAN THE I TDP OF BOX
AREA AND INVOICE THE FiNANCNLLY RESP0i6~E - srAeu2E orrTRSTOx DRCH - - - _ PERSON AS INDIGgED ON THE FlNANCIAL - wRH RMPwnY sEEDINc I 3/4' ExTERIOR
IBlllil' FORM. TFE MINWUM FEE TiE TOWN OF GARY CROSS SECTION ~ERGOSfox caNMOL NOTE: ALL PARTIALLY COMPLETED STORM DRAINS SHALL BE PROTECTED AT THE END OF WILL CHARGE TO CLEAN liE STREETS WN1 BE =300 EACH DAY IN ACCORDANCE WITH THESE PLYWOOD 0
FOR THE F1RSf Ii01Jtt AiO =200 FOR EACH HOUR DETAILS. STEEL FENCE THEREAFTER. POST (TYP.) STEEL FENCE PLYWOOD INLET PROTECTION
PLAd Posr D D UPSTREAM END OF OVERFLOW ~ 8 0
STORM DRAIN ~ O
UPSLOPE TDE POSITIVE GRADE 1.0$ MAX. i n II 1 - D e 0 11 ~
NEW GON5TIdUGTI ~ II II 35' MIN. 15' MIN. N I II EXISTING ROADWAY II • 1/3 PIPE - II 0 ~ ? DIAMETER ~ o D
51DE SLOPES ~ B ~ D e
• 2 : 1 (MAX,) r Q.+aoCb O -
6' MIN. 12 MIN. • WASHED STONE FlLTER ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ACROSS PIPE INLET ~ i w 0 9
-FABRIC UNDER STONE H H H H rl STEEP CUT OR FILL SLOPE ~ ( ( r y ~ ~ I / 57 WASHED STONE PULED TO A HEIGHT
REVISIONS REVISIONS REVISIONS ~ l 1 ( ~ HARDWARE CLpTH II OF 12'-18' MIN. ABOVE TOP OF BOX l 1 u REVISIONS
DAT DESCRIPTION CR05S SECTION DATE DESCRIPTION DATE DESCRIPTION ' I 1' 10 STONE TYPE Y.N.D I/el NOR ADDITION G U IJ I u u DATE DESCPoPTION IIO MCCALYSON COURT
~ w NOIE7 c.YA PLAN VIEW 4 FR.1FA FNEIDC C.YA STONE FILTER INLET PROTECTION GARY, NC 27511
STD. No. STD. No. STD, No, STD, No.
CONSTRUCTION ENTRANCE DIVERSION DITCH PIPE INLET PROTECTION F 4.07 4.09 =CTION PLYWOOD AND STONE STANDARD CATCH BASIN YARD INLET PROTECTION ISSUE SEQUENCE 4.12 4.14
N0. DATE DESCRIPTION
I 10/6/03 ISSUE FOR 1ST REVIEW
2 11/24/03 ISSUE FOR 2ND REVIEW LIGHT HEAVY 5THi P05T 8, MAX.
SHALLOW TYPE INTERMEDIATE TYPE ('(4' ~ PE TYPE (5'X5') STANDARD TYPE DEEP TYPE (s fEEY oA 1as R+ oEPr1+) (s rEEr To OD rTEr IN DEPrH) (OVFA 20 FEET Ix oEPM) TYPE I-2 TYPE I-2 2-IN 15-IN VARIABLE A5 DIRECTED BY THE ENGINEER
(UP TD 20 EEEf nJ OFPM) (awt 20 FEET IN OEP1H) SURFACE SUFtFAGE COURSE WOVQJ WIRE
- - - - TYPE H FABRIC WARNING 51GN TYPE H 2-IN WARNING SIGN
~--RENFORCED 11"."p~ STEPS x' BINDER G WNCRETE sue ~ srANGWD YANHOIE srANGVio wwloEe BINDER COURSE ORANGE UY RESISTANT
Je'- ,M•-. AMG AND COJEA PoNC AND COvFR STANDARD e' 'b'- e' SpNDNe] SRP9 STEP9 16' ON HIFiMI-TENSILE 5TRENGTH MIN. 12-I/2 6A. 4_ - F'OLYETHYLErE LAMINAR L LL L L
SUNDWO SrFPS SIFPi 11' N.TF7eYDE UYMC ie' ON CElfIER 1e' off dxIER coAEn 12• nlulu~ A66RE6/ rtz ''p FABRIC (Tl'P) L LL L INTERMEDIATE AGGREGATE F IV L LL L KE UT L LL LL WIRES
e. e' MN. ToP DESICNm BASE GOl b-IN 8-IN XE MIN. 10 GA L LL L L L BASE COURSE LINE WIRES L LL L LL L
,LLRRNIR unNC a toP oESONED Fiwl Fs-2o Iu•DINc ALTEANIR UYeIEi - OIRECnON EVFFf FDR H9-20 LGDINC .1 µ1Y BE FIAT OR e• aREC1NJ11 EVERT INTRO COURSE UP 10 20' µ1Y BE FUT OR OVER 20' ECCENOIIC CONE "m L L GRADE
IHMD COlwI9E e• e• ~ N' I.O. ECCENTIAC CONE e0' I.D.- YN. MIN, L LL L L L L
fTNYE, GRAiC k HOOD P1A511C CENEM PURY OR - F1UME. GRAZE t HOOD PER D.O.i. 9f0. ew.ax FTNYE, DAATE S Fp00 - 9• PLASTIC CEMEM PURT OR e• BUM RUDER JOINTS _ COMPACTED PEA D.Or. 5r0, elO.DJC PER D.O.T. STD. e/O.OJC BUTYL RUBBEA JgNR a p~ A RAC ' e' MIN. DOVER DESIGNED 8YI ARP PAGTED ~ OY~2 SKIRT • ,
-III-III-III-I I :JVWRI WG 17wY0RCEO ~ ;Rpm DRAWN BYE ARP 4
CONCRETE S~ e• _ B• REINFDRLm ~ ~ . I- , l N ANCHOR SKIRT AS ORANGE UV RESISTANT, DATE 10/6/03
te.- coxaNTTE sue r _ - NOTE51 2e' ~ Nm 1Q ExcEm s' Ae'--- e' eo' O+FA 2D• BPoac AND wN. a' CHICK wASHm Byp~,yµIHVERf YIN. e' THICK wuHED I. SEE SPEGIFIGATION5 FOR PROOFROLLIN6, GOMPAG DIRECTED Bl' EN61NEEi2 w HIGH-TENSILE STRENGTH,
FROM 5' TO 70~ e, MIN. YaffNi INVERT STONE REDOING SRAIE BEOaNC TEEING, GOMPAGTION d TESTING REQUIREMENTS. POLYETHYLENE LAMINAR FABRIC (TYP) PROJECT N0~ 1147
1r 2. DETAIL IS FOR ON-SITE PAVIN6 OPERATIONS ONLY, SIDE VIEW :RATIONS ONLY. FILE CD
' ~ _ _ --_7 e, . ~ 3. THE CONTRACTOR MAY CHOOSE TO INSTALL INTERN fl~~ INSTALL INTERMEDIATE COURSES OF PAVEMENT TO
e' e• ` STABILIZE THE STYE DURIN6 CONSTRUCTION AT NO A JoDD PSI CL?lCRETE SLAB DE7A~L SLAB DETAIL ,D. USED IN-LIEU OF H-BINDER FOR INTERh~DIATE PAVI UGTION AT NO ADDITIONAL G05T. I-I ASPHALT MAY BE NOTES: RMEDIATE PAVING AT NO ADDITIONAL G05T. THE I. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. ,
sTANOwm s,EPS 5B' SUNOARO CONTRACTOR 15 REPON5IBLE FOR DETERMINING TTN FETERMININ6 THE ADEQUATE THICKNESS REQUIRED FOR 2 LETTERS TO BE 3" HIGH MINIMUM CLEARLY LEGIBLE AND SPACED A5 DETAILED, 1D
sue >HN:NNESS AND INTERMEDIATE PAVIN6. INCREASES IN THE DE516N I - -e• REINI ORCEMEM FOR SLAB iHK7WE55 AND IN THE vESIGN PAVEMENT SECTION TD FACILITATE ' , M TREE PROTECTION ZONE
_ saE AND TR,vTU REINEnRCEwEM EoR e' INTERMEDIATE PAVIN6 SHALL BE PROVIDED AT NO M• 'M• LW~DING Bf AN SOIL NO TRAFFIC 12' 12' Ie' ENGINEER ~ 7e• 21' R .OVIDED AT NO ADDITIONAL G05T. 3. SIGNS SHALL BE PLACED AT 300 MINIMUM INTERVALS. 4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON GENTI=R m
4. THE CONTRACTOR SHALL BE RE5PON51BLE N51BLE THEREAFTER.' n D ~ M ' KEEP OUT
°4' FOR REPAIRING ANY DAMAGES TO e>Ig: wEn e• N DEPIr. 12• wAU THIacNESS ro e' FROM iw 7e' SUB6RADE, INSTALLED BASE COURSE E 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS ~
d wAU AND e' eoTTOw sue SNNl BE USED. sHEEr 1 d z AND/OR INTERMEDIATE PAVIN6 PRIOR TO 'TOR TO THAN ONE SIGN PER PROTECTION AREA.
, ~ _ ~ _ . _ _ . , _ . _ No. PLACING SUBSEQUENT PAVEMENT LIFTS AT ?5 AT b. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. uueouFUr eLr?.I Fureu
UUNUKLIL BLUUK UK HNIUK UAIUH HASIN 8.03 PRECAST CONCRETE MANHOLE JUNCTION BOX s NO GOST- rrrni~m~ 1. MAINTAIN TREE PROTEGTION FENGE THROUGHOUT DURATION OF PROJECT.
F .a5 5. THE CONTRACTOR SHALL BE RESPONSIBLE NSIBLE ADDITIONAL 51GN5 MAY BE REQUIRED BY THE GITY OF RALEIGH IN5PEGTION 03-SP-201
FOR PROTECTING PAVEMENT DURING ALL ALL DEPARTMENT BA5ED ON AGTUAL FIELD GONDITION5. APPROVED
PHASES OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL DEFECTS NOE OF 4. PLAGE A 51GN AT EACH END OF LINEAR TREE PROTEGTION AND 50' ON GENTER DEFECTS THEREAFTER. TOWN OF CARY
OR DAMAGE. FOR TREE PROTECTION ONLY DRC Date
Planning Date cro
Engineering Date
TONN OF GARY STANDARD DETAILS TYPICAL PAVEMENT 5 PAVEMENT SECTIONS N.T.S. STANDARD TREE PROTECTION F'ENUN& DETAIL Kra CLH PROJECT NO: 1147

MecCregor Park
125 Edinburgh South Suite 910
P05T TOP GREEN VINYL COATED LINE F05T R01~ END ~ CHAIN LINK FABRIC LOOP GAP Cary, North Carolina 27511
CORNER POST Phone: [phone] Fas: 818 318-7518
RAIL TIE Ib6' D 5/8') OD TOP RAIL "~,,,""u,umi;rn'uu,
4 u( ~aao) T m HYDROLOGY PIPE DATA HYDRAULIC GRADE LINE CAgO""a~• °.un"" /
4 (1 1.6fi' (I 5/D'1 OD .
T BRACE RAIL _ v Total Inlet Plpe 3 :Q I 9>!i~ Segmt Upper Lower $[A~
~ Pipe Area Area Turf Pave Time Time Tc I C AC Cc Q Sloe n D.thE oM eEt.vAeE P n D.theo Size V.full L Time Invert Invert Rim Cover Pie U er Lower Pie Result P pp P 027645 ;
I`"'G~ from to Inlets acres acre 9' ~ min min min in hr cfs ft ft in - H06 RING TEN5k7N 3 e o / / in in fps ft min ft ft ft ft from to Ke WSEL WSEL CL ~ti:.F .,:~r
WIRE LINE P05T TIE _ ...T - y~~~.....°~~
Al A2 Al 0.29 0.29 10 90 5.0 0.0 5.0 7.22 0.84 0.24 0.84 1.8 0.0500 0.013 6.8 w4 R. Q"~'a ~ 0.013 6.8 15 11.8 65 0.1 374.00 370.75 378.40 3.04 Al A2 0.2 371.43 371.38 371.38 OK Nh~,,,„w~u«"
A2 A3 Al-2 0.23 0.52 10 90 5.0 0.1 5.1 7.20 0.84 0.19 0.84 3.1 0.0500 0.013 8.5 ~ 0.013 8.5 15 11.8 44 0.1 370.55 368.35 376.40 4.49 A2 A3 0.28 369.11 368.97 368.97 OK
TLR~eucK~ ~ ~ A3 FES Al-3 0.19 0,71 10 90 5.0 0.2 5.2 7.18 0.84 0.16 0.84 4.3 0.0100 0.013 12.E ~ 0.013 12.8 15 5.3 31 0.1 353.35 353.04 374.40 19.69 A3 FES 0.15 353.83 353.66 353.66 OK
i1~lON BAR MIN DEPTH
10'-0" MAX SPACING IN. 86' ~ 61 62 B1 0.16 0.16 5 95 5.0 0.0 5.0 7,22 0.87 0.14 0.87 1.0 0.0500 0.013 5.5 ~ 0.013 5.5 15 11.8 22 0.0 356.35 355.25 361.50 3.79 B1 B2 0.2 355.$8 355.88 355.88 OK o o p o ~ e
62 FES 61-2 0.16 0.32 5 95 5,0 0.0 5.0 7.21 0.87 0.14 0.87 2.0 0.0100 0.013 9.7 ~ 0.013 9.7 15 5.3 26 0.1 348.75 348.49 361.50 11.39 82 FES 0.28 349.15 349.12 349.12 OK
END t GOR18t TOP 1 BOTTOM ~~~0~~
Posr TOP PABRk; FENCE SECTION ELEVATION -ROUND END POSTS (4)x POST WIDTH
CHAIN UNK FENCE N.T.S. STORM STORM DRAINAGE CALCULATONS
3'-0" b" 3'-0" 3' MIN

TOP ELEV =348.0' 3 ~ - - - ~ - -
I ` ~ Fl-OVr
NOTE: FOR THIS APPLICATION NATURAL GROUND THE SIGN MAY BE MOUNTED ON ACCORDAN(~ WITH MANUAL ON UNIFORM TRAFFlC N •
A POST, THE BUILDING FACE, CONTROL DEHCES, NCSBC AND ADA SPEgFlCAiIONS 4"
A COLUMN OR OTHER FlXEO AND REOUIREMENI'S. BERMUDA SOD .a BERMUDA 50D LONGITUDINAL SL.oPE (OAi) ? MOUNTING SURFACE. x
80' 12" 12" 2500 PSI CONCRETE
HEIGHT TO BOTTOM OF SIGN
WHEN PEDESTRIAN PATH ~ N
FROM CAR DOES NOT PASS ~11 a BY OR UNDER THE SIGN.
NOSING SHALL BE CAST IRON (PAINTED
m SECTION R7-ED BLACK) WITH 51LIGON CARBIDE ABRASIV7=, GRO55-HATCHED PATTERN SURFACE.
HEIGHT TO BOTTOM OF SIGN ATTACH N051NG WITH WING ANCHOR
WHEN PEDESTRIAN PATH FROM CAR TO WALK PASSES 5ET INTO GONGRETI= IN ACCORDANCE
BY OR UNDER THE SIGN. MAXIMUM PT3IALTY OL' WITH MANUFACTURER'S RECOMMENDATIONS. OUTLET
~uul ee PER LATTSr PF RT-~ FINE AMWNT AS SPEGIFI® ~ ' ~ PROTECTION NOSIN6 DETAIL
er LocAL Avr?aRITTES. J 5EE CI.4
.;ll. j ~~'1 ~~1
~ IY ~ 1
~x ~ 'VAN ACCESSIBLE" ~ ~ ~ 9 t ~ 51DEWALK q 5TEP5
SIGN ` 1 _ .TOP OF 5TEP5
- . SIGN R7-B OR ~ q" 5TEP5 9 GONG.
BOTTOM OF R7-BA ~ ~ SIGNS L~~ ~ R7-B OR R7-BA 5 ~ ' C OFD ~ \ 6'
ww Aar ~0~~
- SIGN R7-80 - 12' 5ER
\ ~ SIDEYiALK \ ~ GONG. 12' I I I I ~ ELJ~/ATION
' ~ INAL SLOPE LON6ITUD _ \ ~ GF®cV1Al.l I ~--------J I
r ~ \
W~---- 51DEWALK STEP FRONT NATION
n caLV. sn. PosT
END OF LEVEL STEP PLAN VIEW
FlNISHED GRADE SPREADER TO O MATCH EXIST.
GROUND ELEV. ~ ~--NATURAL GROUND I --I - - (EACH SIDE)
I I I I f-3' DEEP CONC FOOTING Tf'{ : 26' LEND I ~ I
L__ oe
P1.Ad,lJ~!^!
0
p e
TYPICAL HANDICAP SIGNAGE N.T.s. LEVEL SPREADER N.T.S. N.T.S,
NOSE OF RISER
9 °
2' FAIRGLOTN SKIMMER FAIRGLOTH SKIMMER TRASH RACK OR APPROVED EQUAL. OR APPROVED EQUAL. ~4 BARS B" O.GEYJ. b" b"
SECURED TO BLOCKS
2'
'A' IIO MCCALYSON COURT
3 BARREL 3' ~ CARY, NC 27511
b. 1~ SEE PLAN FOR TAY1 EI.N. o:r.
BARREL DOUBLE STRETG`~i GAP z ISSUE SEQUENCE
f b., fV 50LID BRICK TOP G.AFt'f, N0. DATE DESCRIPTION
EACH 51DE FLEXIBLE PIPE b,I FINISH®6RADE
I~ I 10/6/03 ISSUE FOR 1ST REVIEW 1/2" EXP. END TREATMENT 2 11/24/03 ISSUE FOR 2ND REVIEW
K5 BARS JOINT NOSE OF RISER (PLAN VIEW)
R P AN I6° o.c. RISE L RISER SECTION YIATER PROOFING CAST IRON NOSING, TYP 12" 12'
M318RNE 8' GMl FILL W B000 P51
GRIM SIDEWALK II ~ 12"
lo' MIN. NOTE: SEE EMBANKMENT DETAIL I I \ i~ CONT. I" ~ 3"R.
TOP OF EMBANKMENT EL = 356A0' ON SHEET G1,4. a' G~11 FILL W 8000 P51 6ROUf BRICK VB~R II ~
\ ~ ~ 65" ~ 3" RADIUS
b' GMl b" \ 1-1/2" DIA. INTERMEDIATE
BA51N STORAGE AREA = 3216 GF P 2" GLR.\~~ POST, EQUALLY SPACED
- I~ RISER GRE5T EL 353.00' 5' O.C. (MAX) ~4 - 12" 0. \ 1-1/2" DIA. HANDRAIL DESIGNED BYE ARP
EXI5TIN6 GRADE (SEE PLANS) \ GoNC.
COMPACTED GONG, ANTI-SEEP ` I I DRAWN BYE ARP li \
8" GhRI BLOCK RISER SELECT FILL b' COLLAR FILTER FABRIC GROUT ALL GORES TO CREST \ DATE 10/6/03
FIW5HE0 GRADE I \ 1-1/2" DIA. POST PROJECT N0~ 1147
OUTLET INV EL = 34968 WASHEV sror~ FILL I~' MIN.
-12" RGp-~. SEE DETAIL SHEET G7.4 FOR INV EL_= 350.00' OUTLET PROTECTION DESIGN M5 ~ u,' 1/2" EXP. JOINT FILE CD
4' Fq,NDATION DRAIN 9' LLR Til'P) „ I I Q tt~
I CONCRETE SHALL BE 3,000-PSI 0 28 DAYS. ~ ~ ~ I I SIDEWALK
2-FT DEEP GllT OFF TRENCH. ~ UNDISTURBED EXCAVATE TRENCH ALONG CENTERLINE z' wIN EARTH PROVIDE NO-SL1P BROOM FlNISH PERPENDICULAR TO ~ ~ ~ ~ ry I I 1 I
OF EMBANKMENT AND EXTEND INTO BOTH - • . . h) ~5 GcNTNi1W5 ABUTMENTS TO AT LEAST THE ELEVATION g. r~R (rlPl RED DIREC110N OF TRAVEL A ~!4 CONT. I I I I JS ~ ~ ~
of rHE RISER CREST. BASIN SECTION nr?~ HANDRAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 12' L____J NC BUILDING CODE VOLUME 1, SEC110N 1007.5. p 0
NTS I'~6• e' o' PROVDE 1-1/2" MINIMUM CLEAR SPACE BETWEEN WALL AND
3' GLR (TYP) ROTES: AND HANDRAIL
I. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A 12 IN. SLEEVES SHALL BE HOT-DIP 6ALVANIZ~ 5TE$
DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER. PIPE (A5TM A53) NOT LE55 THAN I!2 IN. MORE THAN ~T'~P f=1 ~/eTIr1W
OUTSIDE DIMENSION OF POST AND FLAT STEEL PLATE
2. GLEAN OR REPLACE STONE FILTER WHEN DEVICE NO LON6ER DRAINS PROPERLY. FORMINS BOTTOM OL05URE. FILL VOIDS BETYEEN POST AND SLEEVE WITH NONSHRIW ANCHMNS CEMENT MIXED 03-SP-201
3. EMBANKMENT SHALL BE CONSTRUCTED OF GLEAN STRUCTURAL SOIL, FREE OF ROOTS, VEGETATION, ROCKS t OTHER OBJECTIONABLE MATERIAL. SCARIFY SURFACES BEFORE AND PLACED TO COMPLY WITH ANCHORIN6 MATERIAL APPROVED MANUFACTURERS RfGOMMENDATIONS. FINISHED SLOPE
PLACING FILL. PLACE FILL IN 6-5 INCH LOOSE LIFTS. COMPACT TO AT LEAST 90% OF THE STANDARD PROCTOR DENSITY. TO DRAIN AWAY FROM POST. TOWN OF CARY
DRC Date
4. PROVIDE PAINT MARK ON R15M AT 12" HEI6HT. GLEAN AND REPAIR ONCE SEDIMENT REACHES MARK. Planning Date
Engineering Date
SEDIMENT BASIN N.T.S. RETAINING WALL ALONG STEPS DETAIL N.T.S. N.T.S. EXTERIOR STEPS DETAIL au CLH PROJECT N0: 1147

MacGreggor Park 186 EtUaburBb Soutb
Suite 910 Cary, North Carolina 27511
Phone; 818 318-6716
hET ZONE ~DIN9 (bb-rotentlon a1d wetknd a"eae) Far: 918 318-7518
~ r~
APR.IrLY PACW YlfLAID MEADOM MIX 1bB.OW BY ERNST SEED 1012 LBSJACRE OR ,.+,5~':~,~i~:
roR A5 raca+•eo» ~o. OR EG1W. leoo•e1s~BSu ~ ~ ,1 . s(:~, '~ryr
I. LocATe ALL EXPSTING UTILITIES PRIOR ro INSrAl.unoN of PLANT MATERIAL. NpTIPY lJdDSGAPE BY MANIlFAC1URB;) doll I'iYM145 VIRe11OUS VIRGINUA WLD RYE T or ANY DISCr»AHCrcs a'.TW591 FIBD CaDlnoHS AID TIIOeE SIIOMN OH TI! PLNI 1q~ POA PAIUSTRIS Pow. aJrEGRA,56 Go?l~AeE ARLHITEG ~ ASTER UMBlJilATUS MT TOP A6TER
2. VIGtIFIGATION OF TOTAL GIJANTITlES A'9' E~'nTIES 511ALL BE A5 SFIOWI ON M M ~ OX->'Y! SLMt.OYiR OF TI! CONiRAGTOR MD THE TOTAL SIf SCNlPUS ATROVIRBI9 GR[EH a1.Ril9II
S. CONTACT 11f I.IVDSOvAPE ARGITEGT FOR INSPEGnON 48 HOURS IN ADVANOE OF THE yg~NA AL160N`OLIA w~NBST~B'I~ SCNEDU.ED SIT! VISIT AND AT M POLLOWNG IHTERJALS~ 416 L.YtlX LURLINA HOP °.E7GE • i ~'.y
- RTVIEYI Of GRADIIIG PRIOR TO RANT AND LAWI INSTALLATION M6 VERNOIIA IIOv~ORK,EN51S NEI1 YORK 61DI1~ m r,y r :C1 v „ • " r a
- REVIEW OP CONDITION OP AMRDED 50L PRIOR TO LN41 IHSTALLAT1011 EUPATORIRI PETIIOLIATUM DOtlSET - RNIEYI Or PLANT MATlRIAL PRIOR TO IN5TALLAnGP1 5516 ~AIOWM PEi1Ud5UM .k7E~YE YTEPD - OHE PROGRE'J6 M)lTRM OIrR1IG PLANE IHSTM1AnON. o ° m''~
- ONE PROGRE'.!S M1~TMS DIMING GRA98 SEEDING. 5516 EUPAti0R1?t MACAIl,1UM SPOT1® JOE-PYE W357 ,~I.~`; P..
- ONE SUBGTANTI,AL COMIPI.E110N FlEni1G FOR SE~IN9. ?3% CATtEX C014OSA COFiM105 SEDGE - ONE SUDSTANTIAL C.OMELEflON MEi!T1NG P'OR PLANT INSTALLAnON. 7R A3TCt PRlNANRIODES ZIG-IAG ASTER 'rl;,,'Sytti+'
- ONE FINAL INSPECTION POR ALL 9®INGA°LAHTING OPERATIONS. Z!6 11Y~5 !19'lt'la SOFT RU5H Z!6 SG~Ia CYPERJt11S WOOL 6RA56 FINISH :a~t;~j EiRATJE
IN T}f EVENT THAT THE UrDSOAPE ARLIHTEGT IS GALLJ37 OUT TO TT! SITE POR ADDITIONAL 26 VERaSW HAbTATA alE VERVAIN IN5PECTIOIa a'~C.µ15E OP iT! CONTRACTORS FAILURE TO COMPLY WTH TIf PLANS AND 15% CNIEX t1JRDA LURR7 SEDGE MULGHgED S~ (z?S )SC? z~SC S
SPECIFICATIONS 9E7 FORTH HEREIN, THE CONTRACTOR SFIALL BE RESPOIaELJ` FOR COMPE1aAnNG 66 GBM LAGIIATUM ROUEN AV9a MULI of LANDSCAPE Af6CA1TECT FOR THE nME INJavT~ Ar TIE FoLLOwn+er RATE. 665AR 66 PENIIIA6M Sa701DES DTTGH 7sroreGPaP a z p o a o D S 4' TRENCH ~ ~ ~ ~ I (I
4. ALL PLANE MAfERlAI. SHALL CONFORM WTH THE STANDARDS SET FORTH DY THE AMERICAN tlb 5ENEG0 µlFIBI5 GOLDEII RAGWORT 4° T A'.~/GUTION OF N,RSERYI'Eil AND THE YitITTA15PEGIFICAnONS. tlb SOIJDAGO GRAMIFOLIA GRA55-LEAVED 601-DBROD ~p ~F 6RA55 / D ~ _
S. ESTABLISH P051TNf DRAIYBE RI ALL PLANTING 8ED5 AID AWAY FTIDM dIILDING. 66 ZILA AUREA GOLDEN /V.EXANDERS e~,q 0516 ASTER NOJAL`-/J1BI.IAE NEW E11BLMb A5TBt5 a o -1 I I I I I.,, I ll--
b. APPLY PRE~lR6QIT ICralf ID! TO ALL NEW F'UWT1N6 BEDS AT MINIrAGTUAet5 OS% LWI'i161A ALTERNFOLIA 5EEDBOX REGOMl~BDED RATE PRIOR TO RI5TALUTION OF PLANT MATERIAL / \ \ BAGKFILL MIXNRE : . ~ ~ I I I-I I
1. DO NOT DaTALL PLANT MMTERIAL IN IMPBtVI0U5 SOILS pe. HOlFS hHILH WBI FYJ.ED WTH WATER, DO NOT COMPItTEI.Y pRNN wTHIN TWO HOURS). I PART SCREENED PINE DD ® U~~ A TO 2 PARTS 501E
/ / / / / / . B RK
D. LAIDSGAPE CONTRACTOR SHALL BE RE5POI1518LF FOR WATERING ALL PLANTS AND LAYN AREAS SEEDgG~IILE AT HIS C05T FROM NPS OWI MATER 50URCE MCI~IDING DURING PEWODS OF DRODUuNT UNTIL \ \ \ \ \ \ \ WITH 8-e 8 r~RT. MIXED /i~/i~/i~/i~/i~/i~/i, /i, /i, /i, /i,. IN AT I LBJI00 S.P.
SLBSTANTIAL LOMPLET10Il ANY HATERING OR MAINTENANCE REOIHRED APRR 5UTi5TANTIAL COMPLETION SIMLL ~ AT ptQt5 C05T. TO BE APPLIED TO ALL PLANTING BED5
4. GENERAL COIITRACTOR SHALL a! M1IO GE R5~1}RgA9H P ~T ~ q'~, /CASTORS AWAY PROM SEmED AREAS. ~ D DITGfVL+OW ARFJ1 ZONE /V~D 5B'll'~"ET ZOFE ~IN9
Sal ~ R[~RAp® AIO RESEEDED IMEDIAT9.Y AT NO ADDITIAW. COST TO lIf OVfER GONTRAGTOR 5IMLL MATER MD MAINTAIN T}105E AREAS UNT1L Ti£f ARE AT 40% GOVlRA6E AT NG BED EDGE GROUND COVER PLANTING PLANTI
5UBSTANTIAL CAMPltf1011 10. SLE15nTUT10N5 OP PIJ~tT MATERIAL 5HAi1 ONLY BE ALGEPfED 60 DAYS PRIOR TO COMMCIGClNT No ScALe No SCALE
OF PLANTING OPEFtATIOFIS. SUD5111UT10N REQUESTS MUST BE IN Wt111NB AND WLL OILY ~ ~ ],Zg PJ.EI~~
AGGEPT® POR CALK OF AVALADILITY REA50N5 WNGH GAN BE 51.9STANTIATED OR ?OR SUPEItIDR STOGC 9UB5TTTlR10Ia. APR-U1LY Oa. PETl,41D WX 03ELOWI BY ERNST SEED CO.OR IO-12 La'?ACRE OR (OR N IIEr.OM•fE1DID EflIAL (E0o-073-S'SZI) PEtt MANIPAGTLRIRS
BY MWRAGTIPEW R6li~R9~T15 POR 90l6
IL GENERAL LAMN AREAS SHALL a'. eEEV®~.~ooo®wTN corn•~oN BErsMAA. 5411 SPARGANIM EfIRi'GAliF1M GIANT aIR~
12. L/JD5CAPE CONTRACTOR Sli?11 NOTIFY LANDSCAPE ARCFRTEGT TO REVEYI GRADING OIE Y~C 20% SPARBAlMAH AMERICANJ•l PRIOR TO 9E1~RIG, P lIE LANDSCAP! CONTRACTOR AID LAIDSGAPE ARGITEGT FIND GR/~D/IG 176 AeG1EPIAb DIOARNAdA SMAlP MLIOr~
LNAGll9TADl1 POR FINAL SEEDING, WDSCAPE CONTRACTOR SHALL BRING K TO THE ATTENTION 111 9OMLS ATROVITiBa GREEN aLiiAZH OF THE GENERAL GONIRAGIOR L/VDSGAPE GONIRACTOR SNAIL NOT PROCEED WTHOUT bAi 9O~ PDLYPHYLLIIS MANY~.EAVa) aLFiJ5F1
APPROVAL Qf WDSfiAPE ARCHITECT. 55% 81DatS Ca4I1Iti NODDNG alt-MARI80lD 4% AS1ER NIILAIS PURRt 37EMh® ABTER
S% ASTat PI+MIlS SHR6TIG ASTER 9A CIJ6'Jf COMOSA COSM05 SC7GE
PBtTIl.1ZAT10NIl.IhE SGIEDIJ« 7!6 COIOIb s710LOtUFStA RED05RR DOGW7OD aIb scmus ACUIUS HARD3TEM dA.RUSH
1576 scMPUS vAUOUS SOFT-TEM Bu~usl+ 1516 cJwelc LUPULINA HOP SEDGE
AS REQUIRED BY 501E ANALY515 OR AS NEEDED TO ESTABLISH 40% COvERAGE U6 CAf+Bf CRINITA FRINGED 5ET76E
PRIOR TO PINK. ACCEPTANCE 111 DIA.ICIIUM ARUNDINACBIM THREEi'MY SEDGE N6 NMIJIS RINBBLS MONKEY PLOVER 0576 UEdE GLABRA TIRTLEIEAD
05% Gd~MT13 VIRGIWANA VIRGINS BOYER 03% 50L.DAGO PATULA ROU19H{.FAV87 GOLDBROD
P~61T 9®ING 5GF®Ul.E - N.L LAMN NAEA6 wTH 5 LBS~ACRE
~ VIR6INA iiD RYE
APR I- JlE IS" GONI•IDN BERMUDA (HAlEDI ~A~~
.lA1E IS- AU6 I COMMON BERMUDA S dsHr~SnAOO 5F 5EE 1B•fTJRARY
STOLONS SpEDIN6 Sf1E711.E
' OR A5 REY,IARED TO ACHIEVE 95% GOYERAGE PRIOR TO INITIAL ACCEPTANCE.
W6I SING MIST TAKE PLICf ovr-aF-5EA5oN FoR FAG, ALL DI51t~ ASS NOT 1JIBEL® A5 LN~l1 ARgAb
APPROPRIATE 18~Pi0RA~5E1571 SC~DI~ SPED ~ T~
ATT NO ADDITIO?W. C05T TO OI'1ET2. E3r~.~ ~ IY$
~ APR-.ELY NATIVE UPLAND WLDUFE FORAGE l COVER IO-12 L85/ACRE OR CONTRACTOR ~,rfIALL a! RESPONSIBLE FOR LAWN MAINTI3IANCE UNTIL (OR AS IECOMI~lDED hlAl706i MUf (EELOW) DY a01ST 5Em CO. PER MAWFACTURER5
INITUV. ACCEPTANCE. DY FUNRAGTI~ OR APPROVE 6dIAL REQUREM8rt5 FOR 90l6 PLANTING DETAILS PLANTING DETAILS ' Tree Plantln
LAVN MUST GE AT 4S% COVERAGE AT INITIAL ACCEPTANCE RLVlW TO t7E I!.(.PPf®. 70i 1RIPSAUlr1 DAGM,ObIS EASTERN Gi4/MRA56 17R ELYMlS CAWADSl51S L.AIIADA Yi.D RYE Shrub,. Groundcover, and Perenr~al Planting 9
P NOT AT 4s%, INT1/L IC,GEPfANGE WILL ~ DELAYED UNTIL THE pa A?DppP1000N GQtNmll EIG aJlSiDI POLI,OWIIG GROWNG 5EA50I1 IDa AIDROPOGOII lOOPARItS LRTLE a181B4 t s , , S tL~:,~A.. y,:
IDK UWMBGWSTA PAGOIGtLATAPAR1TtGlE PEA 67K PANIGIM VIRGATUMI 5WTO11BR `Ab . ) v a! ! PRUNE gILY 10 RE610VE ANY BRC~EN, DEAD OR
IOK PIDA PALUSTRIS f'OVL EURGRA65 TOG SORbHASTRII`1 NITANS TiDIANGRA58 -~v~"'~•, ` ~ ' ~.~~n~'~;~ DISEASED W000 WNK.E PRESERVING FORM ANO ~~~~,~a IY' ,?L" CHARACTER oP TREE, DO NOT CUT IEADER DD NOT
rwb coREOPSIS nNCrowA Puna coREQPS1s " PRlpl N ORDER TD REDUCE CANOP'T SIZE ' ~
WnI .,.y ' ~ , y" NAtiNWI. S9R LINE
1lMPORIIRY 9®IN9 5G#~IIP Iarus Lave BRh56 ~ LBSJ ACRE . ~ "F ROOT cROYPN
~ T rav of ROOT BALL rxABOVE ~ ~ I FtNtS1EOGttADf . roP of BAU As DUG
oeT es - FEB I WNRR RYt (6RIUH7 rao LB9rAp1E Aue-wat a TEI~oRARY FDLD a~~puP aorN1 nT ~ '>;7° ~ CUf M1D REYOYE TOP 1R OF YYiRE BASKET. TURN
HARD PCSGUE 3 LBS?ACTtE BRIG SCHEDULE GROUN;r SET 1000E GALL FLUSH WITH F6RSNE0 ZJ' SIREDOED BARK YUICH • DO NOT , E DONTI TOP >n OF BURIAP; BEHOVE ALL CORD Y 1MrolE PIACE AGAINST TRDNK R^--~`~, . ' `
J1L -µ1G BROVHTOP WLLET 40 LB5lACRE GRADE SWAN GRABG ~ ~K'~ BAgIFRL' AMEND THE TOP , ~ ~ ~ > FaaM BASE DF TRtRNC; ~ NatDECRAttABLE wRAP a ,1;'~ ° % 1 USE0. REMOVE TOTALLY
1( 6Y NICORPORATIIG I' • 1,S' ~ 2y`~ ~ , COApOSTED GROIIID BART( 1% ~ j° 1j S, ~I , Yp;. `,'~1 £ % } i CONTAINER GRDWN PLANT • PULL AOOTS ' C 811LT-0P EARTH SAUCER Ai EDGE OF ROOT BAIL
OR OTHER SUITABLE S', ! ~ ; '\1 'f OUf OF BALL OR CUT SIDES Si ! r`; P ~ pPTIOMAU f PROVDED, REMOVE Pi0011 Td D~ YEXI i i ~ 4 ~ r , I; ~ tafSPECtION
ORGANIC MATTEROR ` ~ t,+ ~r. PROVIDE NATNE 506. WITH '4r,. 5,.; % FNbAPEDESTALUNDERR00TBAlL > ~~h ~ x>,~n;; 2.7' SHREDDED BARK YANCiI, S' YITNAIA FAOM TRUtp{
AMINIAUMOFS%HUA1G.;~.;•. ,;,.;W;>a.v CONSERVATION SERVICE POR IAATTER ~ i'ce'"; „ eJ,tzy.~ ,i ' p0 NDT PLACE PNIICH M CONTACT wKIN TREE 1RlNNi) ~a~, . S70EEP•CULIIVATE ~ 0
Gp151A.T COIaERYATION ENGINEER OR SOIL ~V%•) ADDInOIIAL RfORI•IATION CONCERItlNG OTFE3t ALTBiNATNBS FOR VEGETATI011 OP ~ ~V~•I ~ ~ ..,.:.:J .a ENTNE PIANTWGAREA UNAMET~ED BACKFIt ~ ASSNOIEIEDMHEN
RATES ARE TH05E VHIGI DO VEJL UNDBt BRFAA IM / DENUD® AREAS THE ABOVE VEGETATbII LOCAL COIDITIOIl9t OTF~t 9®IIIG RATE GaelNAna+<, ARE P05GIBLE EDGE OF , PlANT11G t; PLANTBIGMI~Tt?LES p _ BAFANipEDGEDFPUMirIGP1T 0 60R IARGER SHRUB - ~ O
w - NG TO OPTIMIM SEA50N FOR DESIRED PIT ' RES® ACliORDI RDOT MYIKEI' ~ ~~~n~^~ BARS, 1AAP SOl SOllIIY ARWIq BASE OF ROOT 8ALL
P62MW8/f VEGETATIOII DO HOT ALLOW T8'pORARY GJvBt TO GROW O?Qt 12' N HEIGHT a5'p!E MOWNG, OTFlRYUf+E FESCUE MAY BE SHADED OUT. DEEPER 1HAN ROOT F, tr -a IEIMBPG SON PEDESTAL UNDISTIRNlEO BAIu a ' ~ ~ ~ ~
P~ARATION ~r YWTH MOTES mriam b Br ~ x t. COnticbr p vlrBy Brt tdrquMt drIMMp1
1. N AhnLs ttitlY ON? b P~ 9 tOrrIKNM W bdt h h mutt f 2 Do rot rwNp Yuck d ttt. p
I, ChHSEL ANY COMPACTED AREAS AND SPREAD EXI5nN6 5TOCKPILED TOPSOIL IN AREAS SPECIFIED A9 LAYN A1D PuY1IG FIEI.D5. REFS TO SPEGIFIGAnONS FOR TOP50L REgJIREMENTS. rtoMB A'dlMYfw srAerw Ax a et+~B a Ytlt r ~ nom, an ;.___:r AantrysYtatptarttaar» tWytNttabtrpilrtrpitlrthtYY.,B
2. DI5G ALL AREAS TO RECEPVf GRASG TO A MINIMUM OF 6 INGI~ (AREAS TO RECEIVE GRA.~A Anwktn AaocYfan d - - Mtlkq YOorN, Btrelt rktpt- rgtt+oN Nnd
NO LE55 iHNI b' SOIL DEPTHI NMrlayfwrt (~1• wM•NtaldktaMdrtlm.MY~wttbwut! x sal «K,Nw arB e. otA'tkwd +tN~ Rnr. t owntr r ugawbk
9. REMOVE ALL 1005E ROCK, ROOTS, AID OTHER OBSTRLGnON5 LEAVING SURFACE AEA.5AMa.Y SMOOTH AND UNIFORM. COIaTRUGTION EdIIFMENT l TRAFFIC 5HALL BE REMOVED PRIOR TO Ste. pbr b plniq. Bat MrM M tr ppMoMnKnt d 011YDA1B a tlrtlpb Yttt tnwdod y nAOartnrdW. gGYADE, SHALLOW PIAEtItG NOIE 1, N YtM fkM oodarw b Nit IlrrdYdt ill bra
4. APPLY A9RIGU.TURAL LIME; FERT4.IZER, AID PHOSPHATE IMIFORT•LY AS PER SPGCIRGA710115 s. BttNt ptptrMan a eta r vnDTH • T M WIDTH OF ROOT BNl M Br naM notnl Murkrrl8itntbdr Aw ILO MCCALYSON COURT
AID Mlx Vt3J. WITH SOIL. Naw~,,°"t,"'°bYdHdtrYVdq "k""rsl°°`°'°w"°Br"'"Nnrlla" GARY, NC 27511 ArlodMlar d ttuslaynwn (AA S. 1Fwe wMA root Btn oortnd YV mat Brn 1.5'
5. CONTINUE nLLAGE l.NT1L A W31~ILVERIZED, FIRM, REASONABLY l,WFORM 5E®a9 a PR~ARED. TO A 6 INCHES DEPTH. d ~ wil a rtNcrd Pna b kwtMtlbn. B. A roa ~ twotvMon ta.Y ~ ISSUE SEQUENCE
wE b doa br M Taws AIDorW b tnnrt BW YYtY wNtt not glewd~pown too dtpy r M
6. SEA AT RATE 5F'fiGIRED. ACFIEVE AID MAINTAIN MINIMUM 95% GOvL-RAGE PRIOR TO IHTIAL ACCEPTANCE. Aotxw (rKattry?. t~rtdAeapt ~tcbr ruY N0. DATE DESCRIPTION INn+tuPPBa mrk OnxNid Nwt Bnt Wort
1. MULG1i IMMEDIATELY APfai 5EmING AND ANGIIOR Mt1LCH. BEGIN THOROUGH WATERING OP raomtlt. k Tawo A+baNA dYMrminM thM Bwt I 10/6103 ISSUE FOR 1ST REVIEW
GRA °h~ AREAS IMMEDIATdY UPON IN5TALLAnON DO NOT ALLOW GTtA'~ ARFJ15 TO BEC~OM! EXGE55MiY DRY. 4 txoowtYt tai awr rvd aorrn, thtw Yta wB b rlJtcMd. 2 11/24/03 ISSUE FOR 2ND REVIEW
RfFSfC: ALl REVIAER
8. INSPECT ALL 5EEDED MaAS AID MAKE NEiGFSSARY R1~AIR5 OR RESEEDING6 WTHIN THE T'I.NITING 5E:ASON, IF P05GBLE. P STAID SHOU.D ~ OVER 6076 DAJIA6ED, RE-F9TA8LI5N FOLLOWNG
ORIGINAL LIME, Ft3tTL12ER AdTD 5EEDING RATES. DETAlLNO; DETN.MO:
9. RIPER TO VitITTHI SPECIFICA110H5 FOR WARRANTY AND MAINTENANCE OF LWa PRIOR TO LA-25 B
OWB25 FlNAL ACOEPTANCE. • B
10. IP COM'LIGT5 OGUIR EE1YraN MEITTa15PEGIFIGATI0N5 AND Tlf DRAWNG5, TI! WtlTTEN SPEGIFIGAT10la 9WV.L PRLNAII. Town of C Town of Ca Commun A ranee Manual Town of Ca Communi arance Manual ry pP LAN•97
LAN•38
DESIGNED BYE ARP
DRAWN BYE ARP
DATE 10/6/03
PROJECT N0~ 1147
FILE CD
D ~
03-SP-201 APPROVED
TOWN OF CARY
DRC Date
Planning Date Engineering Date
CLN PROJECT N0: 1147
PLANnN6 PLANTING DETAILS N.T5.
5EEVIN6 5GHEVULE5 AND NOTES KTS.

DRAWDOWN PIPE
DIAMETER- I MacGregor Park
45° ~I,Ip DROP INLET 126 Edinburgh South
WALL GENERAL N TES Site 310 Cary, Narth Carolina 27511 Phone: [phone]
= ' ~ I. A BOND EQUAL TO 200AS OF THE ENGINEERS E5TIMATE TO CONSTRUCT THE Fax: B1B 318-7616
q"0 18~P Ib"P Ig"p ROD GOIIPL.1 ° Ib"P 13"P ~ ~ PROPOSED BEST MANAGEMENT PRACTICE MU5T BE POSTED BEFORE THE
WAN REQUIRED O 10"0 GRADING PERMIT 15 ISSUED FOR THE PROJECT. (CHAPTER 10, PART 3.9, UDO).
0 22 0 2. A GRADING PERMIT WILL NOT BE ISSUED UNTIL THE TOWN OF GARY HA5 RECEIVED
~ ~o BOLT/NJT A55EMBL ° ~ 13 0 i _ NOTIFICATION FROM TIC WETLANDS RESTORATION FUND (t^RF) THAT A RECEIPT Q, 1'q ~9 x
0 18~p ~ ~ ~ I"0> z ~ _ HA5 BEEN 155UED TO THE DEVELOPER AND TF~ LOCAL GOVERNMENT STATING THE ° e SEAT. ~ t
b' PVG PIPE EMBEDDED ~ i NITROGEN BUY DOWN HA5 BEEN 6 ~ ~ s • 027645 ~ _
1112' vIA. ExTE1191oN ROD ~ \ ~ IN STRUCTURE WALL ~ ` i;' ~ / y WI GLEANOIJT GAP. ~ ~ % ~ _ ~ _
~ OF GORE HOLES= 10 , - - - - ~ - ~9'0 _ J ~ ~ ~ 40 ~irN~'~3.00' 3. THE PROJECT WILL MEET ALL OF THE REQUIREMENTS RELATIVE TO BEST 7'~,'., F Q., • Q ~ ~1Z-~90 3 _ •,NGINti~o ~ MANA6EN~IT PRACTICES AND ENGINEERED STORMWATER CONTROL STRUCTURES 2 ~ O Ib Q_ ~ ~,9 QP
fiOLTM)T AS5tT18L DIA OF HOLESa 3/4" - _ - ~ ft5 OUTLINE IN THE TOWN OF GARY UNIFIED DEVELOPMENT ORDINANCE. (CHAPTER ,,,F(QI R, _ _ . _ _ - - - _ - - / 24'P, 10, PART 3, UDO). ++wumuw=~u'~
1' FE1'IA1.E SoGKET GU1PL1 - - - G.I. ASTM 126 G30 PADLOCK _ _ _ Y
IZ' G.I. FIANDWfH. . JS:G - - - ~ ~~0 - - _ - _ . - ~ ~ 4. CONTRACTOR SHALL PROVIDE AS-BUILT TOPOGRAPHIC SURVEY P~2FOW~D BY A
IMBEDDED 6ALV •b BAR B io ~ _ _ - I ; ' _ PRDFESSIONAL LAND SURVEYOR GERTIFYIN6 THE WET POND AREA DIMENSION5, - - - -
~ ~ NORMAL POOL ~ _ ' ~ • ~ Ip"0 ELEVATION5, OUTLET STRUCTURE INVERTS, ORIFICE DIAMETER, PIPE 51ZE5 AND _ , ~ - _ - - _ 3.i0 - I "F GLEANOUT LOCATIONS. TOPOGRAPHY SHALL EXTEND 10 FEET OUTSIDE p ~ D D ~ _ _ _ _ - _ , _ - ~ GONSTiZUGTION LIMITS.
TOP ELEV= 355.30' ELEV =353.00` - - - - ~ _ _ , i ~p------- i(3Y4311 ~ -
AD.LSTABLE STEM 6U1 ~ - ~ tl~750' 1 _ 5. PLACEMENT OF ALL FILL MATERIAL SHALL BE A5 DIRECTED BY THE ~[~~Q[~~
¦ 2 ~ ~ ~ ~ ~ - ^ ~ OWNER'S ITL.
,~.I _ _ SQP_ OF_D,~1~ ~ ~ - _
3 3/b' Q DRAWDOWN PIPE ELEV= 353.00' _ _ \ 3~6 356 - - _
NDN~t151N6 EXTEF1510N STcM A55EMBLY OW,360A0' - - I N SE UENCE C NSTRUCT
Sg1ARE 50GKET COUPLING 4 _
STANDARD DROP INLET _ _ - - 5~ DETAIL SHEET G-1.2. - _ A - ~ I, INSTALL EROSION CONTROL DEVICES AS SHOWN ON THIS PLAN. ~ \ CLEAR ONLY A5 NECESSARY TO INSTALL THESE DEVICES.
2'x3' MIN. - - - - _ - - ~ 374.40 \
I INTERIOR 16'P _ ~ - ~ RIM ~ 2. COMPLETE THE OUTLET STRUCTURE AND EARTHEN DAM
DIMENSION - - - A3 \ A5 DIRECTED BY THE OWNER'S ITL.
12'P ` 3. FOLLOWING EXCAVATION OF THE POND, THE GUT SLOPES ~ ,
- _ ~ ~ \ ~ ~ T s AND POND BOTTOM SHALL BE INSPECTED BY THE
HRS RESIUENr SEA 12" RGP OUTLET BARREL 14,Q _ GATE VALVE 11-LxPU ~ ~ 6EOTEGHNIGAL ENGII~R. IN AREAS THAT HAVE ~ ~ ~ ~ SANDY 501L5 EXP05ED, THE CONTRACTOR SHALL
DIP IFT.xPLAIN _ - ~ ~ UNDERCUT ONE FOOT OF SANDY SOILS AND REPLACE
(DIA=b") \ \ ~ \ { WITH ONE FAT nF GL, MI a MH (CLAYS !SILTS) ~ ~ A2 ~ , OBTAINED FROM GONTRAGTOR55 OWN SOURCES. THESE SOILS
BOTTOM ~ U7'xl/~' I^NM W'i~?P® b" ELEV =350.00 - \ \ ` ' SHALL BE PLACED AND COMPACTED TO 90SG OF STANDARD ~ \ ~ 376. 0
GvER oPe,lrrs h~ ~ ~ 1 ~ ~ PROCTOR MAXIMUM DRY DENSITY. (ASTM D-696)
15'P ~ 1'-0' MIN BOTTOM ELEV =350.00' ~ ~ ~ di3E075' ~ a,~,~p~= \ \ ~ 4. STABILIZE ALL DISTURBED AREAS WITH PERMANENT VEGETATION
10'Pi2"P B6M48S630' ~ 12'P BDM6'JS630' ~ ~ ~ ~ ~ AND OUTLET PROTECTION. 5)3: TEMPORARY SEEDING SCHEDULE
~ ~ ~ ~ ~ ~ ~ ON 5HT Gl.l.
10'P ~ ~ \ ~ ~ ~ ~ CONTROL ~ ~ ~ 5. INSPECT ALL EROSION AND SEDIMENT
RISER STRUCTURE SECTION ~ ~ ~ ~ ~ \ MEA5URE5 WEEKLY AND AFTER RAINFALL EVENTS. ~ ~ \ PERFORM NEEDED REPAIRS IMMEDIATELY.
~ - _ ~ ~ ~ ~ ~
NOT TO 5GALE _ _ ~ ~ ~ \ ~ ~ ~ b. ALL WORK A5 PROP05ED SHALL BE INSPECTED ~ \ ~ ~ 1 BY THE OWNERS ITL, ENGINEER AND APPLICABLE
\ ~ ~ \ ~ ~ ~ ~ \ \ ~ REGULATORY AGENCIES PRIOR TO ACCEPTANCE.
N TES: WAY IS Plll R ER ~ A \ ~ ~
\ ~ ~ \ ~ 1. UPON FINAL ACCEPTANCE, REMOVE ANY REMAINING EROSION ~ \ ~ \ AND SEDIMENT CONTROL MEASURES. GLOSS BOTTOM DRAIN
I. APPLY A TWO GOAT WATERPROFFING SYSTEM TO ALL EXPOSED SURFACES. " ~ \ ~ ~ \ ~ g ~ VALVE, PADLOCK AND PROVIDE KEYS TO OWNER
MANUFACTURER'S REGOhtENDATI0N5. FIRST GOAT TNEMEG SERIES 66-1255 4. PROVIDE KEYED PADLOCK AND U4 PRODF COIL GALVANIZED CHAIN. EPOXOLINE BEIGE PRIMER APPLIED TO A DRY FILM THICKNESS OF 5.0 MILS. SECOND
GOAT TNEMEG SERIE5 bb HI-BUILD EPOXOLINE FINISH APPLIED TO A DRY FILM WET POHD
THICKNESS OF 5A MIL5. THE MINIMUM DRY FILM THICKNESS FOR THIS TWO (?a GOAT 5. GONTR 5I1Al.L EXAMINE THE SITE AND VERIFY ALL EX CONDITIONS AND DIMEN510N5 l~LI KEY N TE I 30
SYSTEM 5HALL BE 10.0 MILS. PAINT AND PAINT PRODUCTS SHALL BE AS 5FIOV~J PRIOR TO GON5TR I' MANUFACTURED BY TNEMEG COMPANY, INC., KANSAS CITY, M0. COLOR TO BE SELECTED
BY OWNER. b. ALL SAFTEY REGULATi0N5 SHALL BE STRICTLY FOLLOWED. METHODS OF GON51R AND A NEW PRINCIPAL SPILLWAY STRUCTURE, SEE DETAIL ~I THIS SHEET.
ERECTION OF STRUCTURAL MATERIALS IS THE CONTRACTOR'S RESPONSIBILITY. B PERMAtENT OUTLET PROTECTION, SEE DETAIL M2 THI5 SHEET.
2. GATE VALVE SHALL BE FLANGE X FLANGE, CAST IRON, RESILIENT SEATED, NONRI51N6 ~ FOOTINGS ARE TO BE FOUNDED ON RESIDUAL 501E OR CONTROLLED STEM TYPE CONFORMING TO AWWA G509, LATEST REVISION. VALVE SHALL BE EPOXY COMPACTED FILL HAVING A MI~UMUM BEARING CAPACITY OF 2,000 PSF. ACCEPTABLE
COATED, INSIDE AND OUT CONFORMING TO AWWA G550, LATEST REVI510N. GATE VALVE 901E BEARING PRESSURE SHALL BE VERIFIED BY THE ITL IMMEDIATELY PRIDR TD FOOTING
5HALL BE SUPPORTED ON EXTENDED BASE OF GONGREIE PAD.
3. NON-RISING EXTENSION STEM ASSEMBLY WITH CAST IRON HArDWIfH. AND 8, ALL CONCRETE c~ALL BE NORMAL WEIGHT AND HAVE A MINIMUM COMPRESSIVE I N DATA D DE G PN
AD,IJSTABLE STEM GUIDE SHALL BE BY TRDY VALVE. TRG'Y, PA OR EdAVALBtT• STRENGTH OF 3000 P51 AT 28 DAYS, UNLESS OTHERWISE NOTED. ~ TOP OF QIBANKMENT
PROVIDE POLYAMIDE EPOXY COATING TO ALL SURFACES. GOAT1lG 5HALL ~ TNEMEG SERIES 66 OR APPROVED EQUAL. APPLY TWD GOATS. fAGFI GOAT 5FIALL BE DRAINAGE AREA: 60.19 ACRES
3-5 MIL DRY FILM THIGKNE55, ALLOW l DAY G1JRE TIhE. PERFORM 5URFAGE PR~ARATION
AND APPLICATION PER MANUFACIURER'S REGOMMENDATION5. PAINT COLOR TO IMPERVIOUS AREA: 46.23 ACRES (1681AS)
BE SELECTED SY OWNER. j\/ / ~ i\\% ~ B~ BAq(FlLI, SEE DAM PERMANENT POOL SURFACE AREA
9 / / sECnow cEtul, ells sHT. REQUIRED: 2.29 ACRES
PROVIDED= 2.41 ACRES
E118ANKMENT, SEE DAM STORAGE FOR I" RUNOFF
j/ / i\\% / SECnow oErAll, THS SHT. REdIIRED: 161,893 GF
La TYPE STONE ~ pRWIDED: 113p36 GF
/v ~ \ TOTAL VOLUME OF POND D e
A ~ A . " TO EMBANKMENT ELEV: 966,489 GF / ~ z TO PERMANENT POOL ELEV: 369,435 GF ~ e Q
~ ~ FOR®AY I VOLUME / DA: 18,151 GF / 14 AG
~ oa o .o ••o ' ~ z ' FOREBAY Z VOLUME / DA: 4432 GF / 33 AG
o 0 o c o 0 0 0. u o o• 0 1- ONCRETE PIPE BEDDING ~ ' ~ 7 ~ ~ FoR®:AY 3 VOLUME / DA: I8~'15 GF / 13 AG p e . ` TOTAL FOR®AY VOLUME: 81 ~i64 GF OR 22.1 OF POrD
0 0 0 ~ 2500 PSI 28 DAY STRENGTH o°•O odoc SLUMP e" TO 8' i\/ ~//i\// //i\//%/i\//i\//.///~.
doo 0 0 T ' o COMPACTED SUBCRADE 10 YEAR STORM (Qin)= 290 GFS 9 a
~ SECTION A-A 12" O.D. OF PIPE 12 FILTER BLANKET ~ M~ iPE 12' 10 YEAR 5TORM (Gloat): 93 GFS
(AMOCO 2006 MW 100 YEAR STORM (Qty= 405 GF5 100 YEAR 5TORM (gout): 96 GFS
OR EQUIVALENT) CONCRETE PIPE BED 'IPE BEDDING
3 IIO MCCALYSON COURT
NOT TO SCALE 0 CARY, NC 27511
OUTLET D WI W2 La T D50 TYPE STONE
A4 15" 4' 15' 10' I b" 8' GLA55 B ISSUE SEQUENCE
N0. DATE DESCRIPTION
B3 15' 4' 15' I D' I b" 8' GLA55 B I IO/b/03 ISSUE FOR 1ST REVIEW
G2 12" 4' 15' I D' I6" 8' GLA55 B 2 11/24/03 ISSUE FOR 2ND REVIEW
OUTLET PROTECTION DETAIL B~BANKMENT FILL MATERIAL SHOULD CONSIST
2 TOP 'T TOP OF EMBANK
NOT TO SCALE OF GL, ML b MH (CLAYS 4 SILTS) OBTAINED FROM GONIRAGTOR'S OWN SOURCES, ~ ELEV = 356.25'
COMPACTED TO 95~ STANDARD PROCTOR i~ ' MAXIMUM DRY DENSITY ASTM D-698. EMBAI
V~ \ PLACE IN 8" LIFTS. EMBANKMENT IOb'
PRINCIPAL SPILLWAY
SEE DETAIL, KI THIS SHEET v
a a p RISER CREST DESIGNED BYE ARP
~ ELEV =355.30 3 PERMANENT POOL I~ DRAWN BYE ARP
a v ELEV = 353.00' DATE 1016/03
_ ~ c
I ~ PROJECT N0~ 1147 2
a MIN OUTLET PROTECTION FILE CD
a o BOTTOM ELEV = 350.00' SEE DETAIL ~2 THIS SHEET.
vp RGP OUTFALL
n a DIA = 12"
`/j ~ FOLLOWING EXCAVATION OF PONDS, THE GUT SLOPES AND POND ANTI-SEEP COLLAR LENGQTH = 32 L~F^ M
~ ~ TT M BE INSPECTED BY THE 6EOTEGHNIGAL ENGINEER. SEE DETAIL •4 THIS SHEET. BO 0 SHALL UPPER INV ~ 350A03 LOWER INV =34968
24' ~4' IN AREAS THAT HAVE SANDY 501L5 EXPOSED, THE CONTRACTOR MIN MIN SHALL UNDERCUT ONE FOOT OF SANDY SOILS AND REPLACE WITH GONG PIPE B~DI vDl SLOPE = I,OAS D e
ONE FOOT OF GL ML 4 MH (GLAY5 /SILTS) OBTAINED FROM SEE DETAIL ~3 THIS SMUT. , I THIS RGP 5HALL BE IN AGCARDANGE WITH
GONTRAGTORS`5 OWN SOURCES, AND COMPACTED TO 90SK ASTM G-16 (LATEST), GLA55 III, WITH
ANTI-SEEP COLLAR OF 5TAI~ARD PROCTOR MAXIMUM DRY DENSITY. (ASTM D-69r3) 4 ~ '0' RING RUBBER GASKET JOINT
~ / 1DAM SECTION SECTION MEETING ASTM G-443.
ryv i i v ~,n~ 'o scuE 03-SP-201
NOT TO Zq
APPROVED TOWN OF CARY
DRC Date
Planning Date
Engineering Date
CLH PROJECT N0: 1147

E I N PA LH D C
MacGregor Perk 126 Edinburgh South
Suite 910 Carp, North Carolina 27511
Phone: 918 318-B71B
Fax: [phone]
,,~onnt~mu~m~u,np, ~,a`d h CAS ~4~r.
3a Q~ ~
3 d•2 r I i
S~A~ s C "
027645 r
•N~INE••• ~
~9F QP W ~.~~~~1
,r/4iJ~ILIIIIfl11111W
0o n o D e
0
~M~ +~N~~
~tO~MM D~ b®4 NJ~C~ f~®f~
m Q tr0 Nfa-~Z (9
~d~A~M 380 .~n f/10:_~I 360
~~j~M~ rn
~ Q' MF=G O NF-~ ~•O(9 o~ N
/r, ~ J M ~ M of a VI OI M •tU
_ O I~ pp O M
_ , ro Q
j/L _ ..~U' a ~?O= m O
/ ~ \ \
B - ~ G CP
375 _ ~ _ , 375
_ _ _ _ o~ OOM
- ~ A 9•
row,3tlso~ ~ ,1 , ~ ~ - ~F eow~ni~o' ~ . ' r~a63.oo~ °oOoO 65 360 360
J - 1`~ V)+M1~ i~ (i2 ~ ~ ~ BCJW~346EfY ~pN~ i
\ ~ ~M17 ~i
~ e~G 356 - ~ ~ i a~~ ~5 / ~~~o
- acnox Oo r ~ ~ ~ i 22.00 ~
- - \ LF ~ ~ ~ ~ 4~ ~I - 4 ~ v ~ 1 ~ 370 370
~ B2 DETAIL ~ \ ~ ` ~ 5.00X
SFEET 15'1:4- 374.40 1 ~ ~ ~ 61.50 ~ f ~
\ _ ~ RIM ~ ~ f 15"RCP
- A3 BI
- ~
_ ~ T 57430' ~ \
~ \ DOh~r'J64AC ~ ~ ~ ~ ~ A ~ i. oar
~ - ~ 1 .
~ ~ ~ row>~reao~ \ _ i 365 365 IQ~~
? v ~ - \ 376. 0 - eor~ .,a ~ - ~ MNO=
\ 6 \ 1 ~ • ~ RI o ~
~ ~ y 1 1 ~ ~ ~ 350 350
sow3ao.7a ~ \ \ ~ BOk4'.l663O' ~ ~ A \ ~ \
~ ~ ~ ~ , V ~ V ~ A ~
~ ~ ~
~ ~ ~ - ~ \ ~ 6 00 ~ 2 .O%
~ ~ ~ - - ~ 360 CP 360 15 R
~ ~ AI
- 378.40 ~ ~ h
~ ~ ~ ~ ~ ? ~ ~ ~
~
~ ? ~ i \
e \ ~ ~
~ ~ ~ ~ ~ ~ ~ ~ TOW~SDI5O' ~ A
~ ~ L S'~ BOVL96~.0O'
\ ~ ~ 1 355 31 355 D e D
~ l ~ ~ ~
- 1 ~ ~ ~ TOWS ~ A t .00~ D e
v 340 340
~ ~ ~ ~ 15 RCP D e
~ ~ ~ ~ ~ ~ \ TOWS
~ 313 \ '1 9 °
~ ~ ~ ~
\ ~
O
r M IIO MCCALYSON COURT CARY, NC 27511
10+00 11+00 )o ISSUE SEQUENCE
N0. DATE DESCRIPTION
10+00 I 10/6/03 ISSUE FOR 1ST REVIEW
2 11/24/03 ISSUE FOR 2ND REVIEW
DESIGNED BYE ARP
DRAWN BYE ARP
DATE 10/6/03
PROJECT N0~ 1147
FILE CD
p e e
D Q
03-SP-201 APPROVED
TOWN OF CARY
DRC Date Planning Date
Engineering Date
CLH PROJECT N0: 1147

MacGregor Park 126 Edinburgh South
Suite 910 Cary, North Carolina 27511
Phone: [phone]
Fe:: 819 319-7518
D O ~ D D ~
IC®~ ~~IYO~~ ®Wl~ll
D® a®~ f~®f~
~®a~~f~~~~~®b
PRE-CAST PANEL ~
COLOR TO MATCH
EXISTING PARKING o ~
DECK o~ ~
~ ~ ~ J
ASPHALT ROADWA Y
HALT ROADWAY ASP
a
a Q a
a a
p ~ D

a p e O
SEGMENTAL 0 ow
RETAINING ~ D ~
WALL. COLOR TO MATCH EXISTING vP`
PARKING DECK. ~ 9 °
CONCRETE SEGMENTAL
BRIDGE RETAINING
ABUTMENT WAIL. COLOR TD
MATCH EXISTING IIO MCCALYSON COURT
PARKING DECK. CARY, NC 27511
ISSUE SEQUENCE
NOT TO SCALE N0. DATE DESCRIPTION
i 10/6/03 ISSUE FOR 1ST REVIEW
2 11/24/03 ISSUE FOR 2ND REVIEW
DESIGNED BYE ARP
DRAWN BYE ARP
DATE 10/6/03
PROJECT N0~ 1147
FILE CD
s 0
03-SP-201 APPROVED
TOWN OF CARY
DRC Date 0 0 Planning Date
Engineering Date
CLN PROJECT N0: 1147

GENERAL NOTES:
I. ALL WORK SHALL CONFORM WITH THESE DRAWINGS AND THE TECHNICAL
REQUIREMENTS OF THE NORT1a CAROLINA DEPARTMENT OF TRANSPORTATION "ROAD
AND BRIDGE SPEGIFIGATIONS", LATEST EDITION. ONE COPY OF THE DRAWINGS AND 60'-0" PRECAST PRE5TRE55ED BRIDGE DECK PLANKS PLANK
SPEUFIGATIONS SFIALL BE MAINTAINED ON SITE DURING GONSTRUGTION. 10'-0" PRECAST RAIL 10'-0" PRECAST R 2. THE STRllGT11RAL DRAWINGS SHALL BE USED IN GON.IMGTION WITH THE 1 N A5T RAI IOI /~N I N I N 'RECAST RAIL 10-0 PREG L -lJ i~EGA5T RAIL 10-0 PRECAST RAIL 10-0 PRECAST RAIL
I N N -0 8 :
CIVIL DRAWINGS AND THE SPEUFIGATIONS. THE GONTRAG70R `.~NALL V92~FY 8~ ~ -0~ I I
THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, 5TRAND ~ STRAND
INSERTS, ANCHORS, HOLES, AND ADDITIONAL ITEMS TO BE PLACED OR SET IN ~ S~ STROUD, FENCE &
THE STRUG'NRAL WORK. ~a ASSOCIATES, LTD.
3. THIS 5TW1G1URE HA5 BEEN DESIGNED IN ACCORDANCE WITH THE Structural Engineers
PROVI510N5 OF THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND s
TRANSPORTATION OFFICIALS (AASHTO) 'STANDARD SPEGIFIGATIONS FOR HIGHWAY ' 3803-B COMPUTER DR., STE. 204
BRIDGES, FOURTEENTH EDITION', ~ 4 , r ~ RALEIGH, NORTH CAROLINA
- , . - , . ~ . 1 . , . ' ' ~ - ~ ~ Ph 782 1833 . , , y . , w
4. THE CONTRACTOR SHALL PROVIDE TEMPORARY SFIORIN6 AND BRACING ~ f . . . . - _ . , ~ : • ~ ~ Fax. [phone] / .
REGNIIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ~ ~ ~ i ~ f t / 1 ~ ' , / ~ ~ ~ ! ~ ~ ~ s altd(~stroud ence.com
PERMANENT SUPPORTS AND LATERAL BRACING ARE IN PViGE. ~ ~ i , , / f r ,,'t, r /r~fF. ~ , ; ~ . ~ ~ ,r ~ .~,.,r ~ a ,fjf ifs ~ , ' ~ . j www.stroudpence.com r
rr ~
5. DESIGN LIVE LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE A5 ~ ~ - ! ~ I - 1 ~ r' ,
FOLLOWS: p ~ i
ROADWAY H520-44 TRUCK LOADING 4 ~ ~ WIND 100 MPH :o ~ ~ / . ~
6. THE ONAIER WILL EMPLOY AND PAY FOR THE SERVICES OF AN INDEPENDENT TESTING DESINGNED BY: i
SERVICE TO PERFORM QUALITY CONTROL SAMPLING AND TESTING OF THE WORK. I D. tdYKINS
THE GONIRAGTOR SHALL PROVIDE FOR ALL TESTING REQUIIRED FOR MATERIAL I
GERTIFIGATES OF GONFORMANGE. I PROJECT N0. I
i i I
R03a085
CAST-IN-PLACE CONCRETE NOTES: ~ i I
l~" HIGH STRENGTH HIGH STRENGTH I DATE: I
I. CAST-iN-PLltGE CONCRETE SHALL BE NORMAL WEIGHT GLA55 A4 GENERAL USE ~ i TRANSVERSE STRAND TRANSVERSE STRAND I 11 24 03
WITH A 28 DAY COMPRE551VE STRENGTH OF 4500 P51. ~ I
I REVISION;
2. REINFORGIN6 MATERIALS SHALL BE IN GONFORMANGE WITH ASTM A 615, GRADE 60, ~ I
DEFORMED. REINFORGIN6 FOR TIES AND STIRRUPS MAY BE GRADE 40. ~ 0 I O I
N ~ 3. ALL REINFORGIN6 STEEL AND EhBEDDED ITEMS 5UGH AS ANCHOR 80LT5 AND WELD 'p
PLATES SHALL BE ACCURATELY PLACED IN THE POSITIONS SHOWN AND ADEQUATELY I
TIED AND SUPPORTED BEFORE CONCRETE 15 PLACED TO PREVENT DISPLACEMENT 2 SLOPE I ~ I
I
BEYOND PERMITTED TOLERANCES. ~ ~ i I ~~,r,uuNN~,r
4. MINIhUM CONCRETE COVER FOR REINFORCING STEEL A5 INDICATED ON THE Q ~ I 2 ~
DRAWINGS SHALL GOVERN WHEN IN CONFLICT WITH AASNTO. ~ i I I o~~~•
PRECAST CONCRETE ~ ~ ; I ,
5. SUBMIT THE FOLLOWING SHOP DRAWINGS FOR APPROVAL PRIOR TO BE61MlING CAST- ~ ~ 5LAB5 w/ BITUMINOUS EAL I 51M
IN-PLACE CONCRETE WORK: ~ i OVERLAY 021519 I TO
I F ~ • ~.N E.. :
A. DATA f-OR PROPRIETARY MATERIALS AND ITEMS, INCLUDING REINFORGEMBJT AND ~ i ~D w,1t~
FORMING AGGE550RIE5, ADMIXTURES, PATCHING GOMPOIMDS, WATER5TOP5, JOINT I ,,~N~NI~IfINN~~`N~
SYSTEMS, GIBING COMPOUNDS, DRY-SHAKE FINISH MATERIALS, AND OTHERS AS ~ i I I1 Z'I o~ I
REQUESTED B'f ENGINEER. ~ i
B. ORIGINAL SFIOP DRAWINGS FOR FABRIGA710N, BENDING, AND R~4GEhENT OF i I I
CONCRETE REINFORCEMENT. COMPLY MYTH AGI 315 ?1AWAL OF STANDARD PRACTICE i I
FOR DETAILING REINFORCED CONCRETE SiRUG1URE5' S110WIN6 BAR SCHEDULES, I I
STIRRUP SPACING, DIAGRAMS OF BENT BARS, ARRANGEhgNT OF CONCRETE i
REINf-ORGEMENT. INCLUDE SPECIAL REINFORCEMENT REGUIIRED FOR OPENINGS THROUGH i I
CONCRETE STRUCTURES.
4 . _ r: , v . , . . .
G. CONCRETE MIX DESIGN. ~
D. MATERIALS GERTIFIGATES SIGNED BY MANUFACTURER AND GONTRA,GTOR, GERTIFYIN6 Q U o ~ ~ v
THAT EACH MATERIAL ITEM CAMPLIES WITH, OR EXCEEDS, SPECIFIED REQUIREMENTS. 4a L
PROVIDE G82TIFIGATION FROM ADMIXTI~E MANUFACTURERS THAT CHLORIDE CONTENT Z H °
COMPLIES WITH SPEGIFIGATION REQUIREMENTS. s U v)
_
E. CHLORIDE ION GONGENTRATION GERTIFIGATION FROM CONCRETE MANJFAGTU2ER THAT :o ~ ~ ~
MAXIhUM WATER SOLUBLE CHLORIDE ION GONGENTRATIONS IN HARDENED CANGRETE AT ° Z v
AN AGE OF 28 DAYS AS GONTRIBl7TED FROM ALL CONCRETE INGREDIENTS DOES NOT
EXCEED 0.30 PERCENT BY WEIGHT OF CEMENT CONTENT. nn Q~
~J ~ v
S,R,~,~~ ~~,~T~r~~~ RTES: FOUNDATION /FRAMING PLAN U
I. STRUCTURAL PRECAST CONCRETE FOR THIS STRUCTURE SHALL BE DESIGNED IN I/4` = I'-0' 0
ACCORDANCE WITH THE AMERICAN A550GIATION OF STATE HIGHWAY AND
TRANSPORTATION OFFICIALS (AASHTO) 'STANDARD SPEGIFIGATIONS FOR HIGHWAY v
BRIDGES, FOURTEENTH EDITION', AND THE REQUIREMENTS OF THE NORTH CAROLINA ~ ~ ~ ~
DEPARTMENT OF TRANSPORTATION. I N M N U O
2. GONNEGTION DETAILS SHOWN REPRESENT MINIFaIM i2EQUIREMENTS. ALL GONNEGTIONS 36'-0" BRIDGE / 2l'-0' AGE / 27 -0 ROADWAY (12 - 36 WIDE x 21 DEEP PRECAST PRESTRE55ED BRIDGE DECK PLANK) r-~+ , ~ ~
SHALL BE DEVELOPED BY THE PRECAST MAMIFAGTURER TO SUIT THE SPECIFIED LOADS
AND GONNEGTIONS SHALL AGGOUN7 FOR THERMAL MOVEMENT AND GREED OF PRECAST 4~• ~'-g~ 13'-b" I N 1 N 1 N N U 13 -b b -0 GONG SIDEWALK I -5 4~ N ~
MEMBERS. DETAIL ALL CANNEGTIONS ON SHOP DRAWINGS. I" GLR I" CLR v
3. IN ADDITION TO THEIR OWN DEAD WEIGHT AND THE DEAD LOADS SHOWN, PRECAST A 3'-0N cn 4a
MEMBERS SHALL 8E DESIGNED TO ~IIPPORT THE LIVE LOADS INDICATED IN THE 52 _ _ Ul .Y
GENERAL NOTES. CE BRIDGE p
~ ° Z ~ ROADWAY EDGE OF CURB n-
4. PRECAST CONCRETE SHALL BE NORMAL WEIGHT AND SHALL OBTAIN A 28 GOMPRE551VE ¢ ~ STRENGTH OF ` P51. ITUMINOUS 0 Y - B VERLA ~ L _
' ~ I-LAYER OF bxb - ~ i . 'l N S VARI ° v THICK ES ES
ii ' . x .I :'1 >f m W21 W2 WELDED ~ t._~- ~ ~ N ~ 3
5. MILD REINFORGIN6 MATERIALS SHALL BE IN GONFORMANGE WITH ASTM A 615, GRADE I , ~ 4 I WIRE FABRIC ' ' c~ ~ N H
60, DEFORMED. REINFORGIN6 FOR TIES AND STIRRUPS MAY BE GRADE 40. REINFORCING 1 . I I/4": F7 G ~ 2' MIN OVERLAY F-- 5~6 THICK OVERLAY I/4 : FT n ~ v RADIUS _ - ; t ' ~ v ~
SHALL $E EPOXY COATED IN ACCORDANCE WITH AASH TO M284. 'e t AT EDGE SLOPE OVERLAY ~ TYP TYP AT OF ROADWAY SLOPE OVERLAY - - ~ >n F~ -t. , ~
' x , ~ ~ p . K: P ~ .
6. PRE5TRE551N6 TENDONS SHALL COMPLY WITH ASTM A 416 GRADE 210, UNCAATED, 7- 1 { ~ - _ r
WIRE 5TRE55-RELIEVED STRAND. I . ~ . - a a r , x, b .w - , . `d" ~
~ w~ ~ a - a
7. SUBMIT THE FOLLOWING SHOP DRAWINGS FOR APPROVAL PRIOR TO BEGINNING STRUCTURAL ~c_' , ~ Ga _~a.y . <w a, H
PREGAST CONCRETE WORK: Nr a . R a s n .w .i.. ~ d. : i ~4 _ .
A. SHOP DRAWINGS PREPARED BY A PROFE5510NAL ENGINEER REGISTERED IN THE STATE
OF NORTH CAROLINA FOR THE DESIGN OF STRUCTURAL PRECAST CONCRETE, INGLUDIN6 CANT STRAND -
.ND - 2 10 MIN / 12 M OMIT GORE AT
DESI6N LOADINGS AND REACTIONS APPLIED TO THE SUPPORTING STRUCTURE. SHOP OMIT GORE AT DIAMETER VOIDS AT OUTER EDGE
DRAWINGS SHALL INCLUDE SIZE, SPACING AND LOCATION OF PRESTRE551N6 STRANDS, TER ~E ~F EA SLAB SECTION
rnr~ai FrF sa~riFirarioNS FoR ~ot~RErE AND STEEL. LOCATIONS OF ALL EMBEDDED /r~ni~ di ~ SHEET NUMBER:
ITEMS AND INSERTS INGLUDIN6 LIFTING DEVICES AND CAMBER.
B. CONCRETE MIX DESIGN.
G. MATERIALS GERTIFIGATES 516NED BY MANUFACTURER AND CONTRACTOR, GB2TIFYIN6 I SEGTI ON
THAT EACH MATERIAL ITEM CAMPLIES WITH, OR EXCEEDS, SPEUFIED REQUIREMENTS. 51 I/2'=1'-0' st
PROVIDE CERTIFICATION FROM ADMIXTURE MAWFAGTURERS THAT CHLORIDE CONTENT
CAMPLIES WITH SPEGIFIGATION REQUIREMENTS.

k
.r, A T W ARIN6 ASPH L E
SURFACE TYP
~ ; BITUMINOUS PAVING - 8" b" b" STROUD, PENCE &
~ ~ REF CIVIL DWGS ASSOCIATES, LTD. 4 GN~J GAP -DRILL
a ` b" x ~u NEOPRENE PAD AND EPOXY DOWEL
AT EA VERT DOWEL in ers INTD P G RAIL N ~ Structural Eng e
I ~ ~ ~ i ~ JOINT SEALER- 5~
3803-B COMPUTER DR., STE. 204 .y m_
- RALEIGH, NORTH CAROLINA
_ - Ph. 919 782-1833 _ _ EL -REF ( ) ~ ___.w
4" GhAI TO MATGH ~ Fax. [phone] CIVIL DWGS ( _ ~ -
RETAINING WALL - w , { ~ I ~ h s altd®stroud ence.com PRECAST RAIL SECTION - ---w-~ ~ ~-._-~t: • I ~I P P
ATTACH TO PRECAST ~ " XP JOINT ----1 ~ ! ~ J ~ ~ www.stroudpence.com .
CONCRETE WITH BUR-0- I I _ E . MATERIAL ; I ,_~._._I ; ; I w_ I I . .
i WALL SEISMIC D/A ~ ~ M.; r , I I
52135 ANCHORS AT ~ 1~ " I I Y: I" MIN NON-SHRINK GROUT I DRAwN e
I6"Oic ~T AND NORIZ ~ a-r I I ~ 1 P. KALINA
B I ~ • ~ l I
~ ~ ~ ~ I ~ I 3 4 GONT HORIZ I I DESINGNED BY:
~ ~ 51DEWALK OF ASPHALT _ q I w .
~ ~ WEARING SURFACE I I D. MYKINS
~ ~ i ~ a. t , I w
` - PROJECT N0. .._._M.~ - • ~ ~ ~I.
a~ ll ~ o
, .
• . ~ VOID BEYOND DATE: - ~ 2-2/a ~ HOLES IN EA w w 11 24 03
PRECAST SECTION !t a a
~ 3-12 ` ~ . PRECAST PRESTRESSED
Q REVISION: = ° BRIDGE DECK PLANK
~5 AT 12'% ` , .
~l AT 10"Oi~ VERT - ~ EA WAL w . ,
#S AT 10 VERT • - ~ O
MIDDLE OF WALL ~ ~ - ~ a. ~ y. ~ N
GONT 6ALV Lbx4x~ (LSV) - ~ , - ~ b
~5 AT 10"Oic ~~Z = #b OI~LL - GOORD ~ ,,,',IIIU4/,,, D ~ v o 0~
LOCATION WITH P/G • o~
MANUF ~ 9 K- PRECAST PLAN -
. EAL • 021519 .
GONT GALV Lbxbx~6 1 ' ~ ~ - F
CLEAR AWE GOAT NlEI~ REF SECT 2/52 FOR • N ~ 1 0 GINE,• ~ EMBED w/ ~ ~ xb LONG REINF REQUIREMENTS 9` ~
x SURFACES WITH 2 GOATS ~o, _ w. a
2~" GLR 2" GLR ~ OF ZING RICH PAINT HEADED 5TUD5 AT 2 -0 c ////1111111,
IZ AND VERT STAGGER HOR ~1 o~ 18 y
O
m
a DETAIL
U o
L
M..~ o
U
s
~ i O
l'~" MIN. Z
FOUNDATION ~~nn ~J
DRAIN - O U N
FINISHED GRADE - ~
REF UVIL DW65 ~ ~
~1
2 0
~I
5-~5 GONT TOP ~ ~
~ v
O Z W U
N ~ ;Y ~ ~ w N } b ~
~5 AT i0"Oic. _ - - O, ~ ' STD 90° HOOK i 6~ b~
~ O N . ~
(TYP) ~ U
- GLR55 II WATER- v a~
PROOFING ~ POST-TEN510NING GFKJGK ~ (n PLIx5x0 -5 1
_ yi . ~ FOR ~i ~ STRAND ~ ~
`'f ~ L . ' ~ . + i _ ~I. .
• . . . • ~
EXTEWOR SLAB RECESS 0
~ rn - N SHALL BE FILLED WITH m
12-x5 GONT . ~ . ° ~ ; - NON-SHRINK GROUT AFTER ~
~ ~ : 4) a ~ ~ LAVAL TIES ARE ~
a TENSIONED. ~
3' GLR (NP UON) #7 AT 10"% \ ~ / ~ V L
~ OF LATERAL. TIE ~ .
S-O" P-8" 5'-4" FILL SOLID WITH NON- COATED S.R. ~ ~ 1 ~ a -
12•-O• SHRIIK GROUT b x5x0 5 PREFORMED GRADE 210 STRAND
ELASTOMERIG PAD (POLYSTRAND GP OR
EQUAL) TENSIONED TO
30,000 LBS.
SHEET NUMBER:
SECTION ~ DETAIL ,1..
3/40=11-00
S2