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;:,n' TOTAL DISTURBED AREA: 6.31 ACRES
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,,~i I C100 EXISTING CONDITIONS (OVERALL) G ~
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~ _ I II , " C400 EROSION CONTROL PLAN ~ ~ ~ p
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Y: DESI OWNER: LANDSCAPE ARCHITECTURE /CIVIL ENGINEERING / SURVE DESIGN CONSULTANT: 9 ~°x.61
CITY OF WILMINGTON STEWART PARKS STEWART PARKS AND GARDENS ~i~~fM+'pHf;,`e`~'e~`
PUBLIC SERVICES DEPARTMENT 421 FAYETTEVILLE STREET, STE 400 201 N FRONT STREET, STE 103 4309 W 4309 WEST 44TH AVENUE FINAL DRAWINGS -NOT
209 COLEMAN DRIVE RALEIGH, NC 27601 WILMINGTON, NC 28401 DENVE DENVER, CO 80212 RELEASED FQR CONSTRUCTIOI Project No. C8042
WILMINGTON, NC 28412
Drawn By GT/MJ
CONTACT : BILLY GREGG, PRINCIPAL
CONTACT : GRAHAM H. SMITH, RLA CONTA Checked By GHS
CONTACT: 919.866.4807 303.45; 303.455.3779 Issue Date: 04.01.09
CARLA ISOM 9smithCstewart-en9.com billy@p [e-mail]
910.343.4777 Awlikk
COVER SHEET

LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE v
(RING LINE LENGTH BEARING LINE LENGTH BEARING LJNE LENGTH BEARING &.INE LENGTH BEARING ~
LINE LENGTH BEARING LINE LENGTH BEARING UNE LENGTH BEARING UNE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING UNE LENGTH BEARING LINE LENGTH BEARING ' 13.3TW L161 49.78 S40° 32' 58.35"W L181 19.38 833° 01' 09.97°E 1201 33.54 S73' 51' 47.29"W L221 49.97 N27° 21' 37.51"E
` 1 0.65 ° 23° 18.49"E L41 49.95 N27' 10° 37.43"E L61 0.65 N28° 00` 29.20°E L81 35.51 S32° 33' 44.56"E L101 15.52 N86° 52' 02.47"E Li21 15.64 S3° 52' 50.21"E L141 48.24 S59° 08' 13.37'W Lt 53.00 N27 30 02.91"E L21 5 S63
• 50.42 26° 25° 36.65"W L42 100.00 S63° 21' 45.54"E L62 44.81 S45° 22° 00.61"E L82 20.17 S41' 16' 24.28°E L102 17.03 S75' 56' 09.82°E L122 16.81 Si3° 06° 08.19"E L142 16.79 S47° 53' 57.52°W L2 49.81 N27 27 59.26E L22 S ' S7.52°W L162 31.03 S33' 33' 01.45"W L182 15.88 815' 44' 20.56"E L202 18.51 S68' 31' 47.10"W L222 49.31 N2T 26' 28.80"E
• ~ " " 43 95.14 S63° 13' 27.70°E L63 18.45 S53° 16' 36.23'E L83 19.41 S48' 33' 32.70°E L103 16.46 S63° 53' 00.33'E L123 36.02 S22' 39° 26.53°E L143 17.16 S43' 00° 48.94"W ° 48.94"W 1163 17.35 S49' 34' 40.07"W L183 17.29 S5' 35' 40.51"W 1203 33.58 S63° 04' 57.61"W L223 49.05 N27' 34° 40.37"E
L3 49.45 N27 20 42.08E L23 101.32 S62 47 42.32E L ' 00.68"W Li64 33.14 S43° 08' 04.28"W L184 17.96 S1T 36' 53.28"W 1204 17.29 S55' 16' 04.84"W L224 49.19 N27° 10' 23.20"E
• ~ " L44 48.66 N27° 29' 15.60"E L64 33.94 845° 12' 53.77"E L84 19.01 S45' 26' 57.54"E L104 9.18 S14° 24' 09.19"E L124 18.28 S39' 11° 52.11"E L144 33.50 S62° 25' 00.68"W L4 50.30 N27 30 42.38E L24 51.60 N26 09 55.45 E
• " ' 20.63"E L45 49.93 N27' 22' 54.00"E L65 15.11 851' 15' 32.50"E L85 17.72 856' 33' 38.66"E L105 4.61 S3' 19' 32.79"E L125 16.58 S51° 50' 59.35"E L145 16.43 S54' 15' 29.62"W L5 47.44 N27 04 26.06E L25 49 83 N26 09 ' 29.62"W L165 33.42 832' 52' 50.88"W 1185 34.76 813' 56' 34.28"W L205 18.55 S63' 49' 34.25"W L225 50.29 N27' 30' .04.16"E ~ 0
" ~ " L86 17.46 S66' 35' 08.01°E L106 16.03 S6° 5T 15.94"W L126 18.27 S61° 21' 02.51"E L146 15.36 S49° 41' 51.63"W ' 51.63"W L166 35.94 S39' 34' 53.95"W L186 17.81 S6° 13' 43.05"W L206 47.18 S48' 20' 50.77"W L226 100.61 863' 19° 15.02"E ~
L6 102.45 862' 47 13.01E L26 47.70 N26 09 24.27E L46 50.20 N27 33 15.25E L66 16.05 S4 40 55.54 E ' 47.94°W L167 30.33 S43' 35' 41.79"W 1187 36.39 S3' 43' 29.40"W L207 17.90 854' 05' 25.00"W L227 101.57 S63' 12' 12.07"E ~
° 1 . 1 ' 33.69°W L47 48.74 N27° O6° 27.92"E L67 15.31 Si ° 39' 11.05"W L87 18.78 S63' 18' 31.83"E L107 10.71 826° O6° 39.19"W Li 27 15.49 849° 33' 41.32"E L947 36.24 S43' 56' 47.94°W L7 50.00 S27 55 26.69 W L27 00 6 N63 34 D!
° ~ " L48 49.71 N27' 30' 50.88°E L68 14.23 S47° 44' 46.60"E L88 34.82 S59' 42' 09.62"E L108 16.35 S66° 21° 19.36"W L128 12.35 858' 27' 19.64"E L148 95.05 S30' 46' 53.29°W L8 104.12 S62 54 45.25E L28 47.54 S26 25 53.41 W ' 53.29°W 1168 53.81 S25' 58' 26.25"W L188 21.30 S7' 52' 51.36"W L208 8.70 S45' 44' 46.43"W L228 48.87 S27' 22' 21..64"W
• 9 50.00 N63' 25' 13.04"W L49 49.29 N27' 27' 30.78"E L69 15.56 862° 16' 59.57"E L89 15.32 856' 31' 29.52"E L109 18.09 S84° O6° 32.91"W L129 15.54 S79° 05' 08.68'E L149 13.49 S46' 25' 10.46"W L9 200.01 827 50 02.56 W L2 ' 10.46"W L169 17.81 S37° 56' 25.09"W L189 17.67 Sit' 12' 34.06"W L209 193.92 N78' 04' 17.24"W L229 51.67 S2T 3T 28.88"W
' 51.92°W L170 15.19 S26' 09' 58.54"W L190 37.62 S19' 35' 51.72°W L210 100.76 N76' S3' 52.08'W L230 48.77 S27' 25' 57.10"W
• ° 5.17 N 7° 24° 04.02"E L70 17.01 S58' 42' 08.39"E L90 16.97 S51' 31' 43.57"E L110 18.90 N82° 57' 02.90°W L130 17.61 S83° 41' 54.11"E L950 97.43 857' 34' 51.92°W L10 102.57 N62 54 37.43 W L30 99.13 N26 25 39.59E L50 2
• ~ L51 43.64 N27° 24° 20.84"E L71 16.60 864' 51' 14.34"E L91 15.43 834' 45' 35.25"E L111 52.56 S87° 03° 31.52"W L131 16.04 N85° 53' 28.95"E L159 17.73 S49° 21' 23.50"W L11 101.96 N62 47 25.30 W L31 98.48 N62 54 20.48 W ' 23.50"W 1171 16.27 S14' 55' 22.26"W Li91 18.15 S28' 36' 24.93"W L211 31.35 N26' 25' 51.71"E L231 49.81 S27' 27' 22.59"W
, " ~ " L92 15.16 S41° 29' 48.75"E L112 67.83 882° 15° 19.61"W L132 32.28 N79' 23' 51.58"E L152 51.00 S37' 34' 34.65"W L12 50.00 N63° 34 00.13 W L32 50.75 N27 13 07.06E L52 53.06 N27 27 56.36E L72 15.04 S68 46 01.91 E ' 34.65"W L172 18.82 S6' 39' 11.65"W L192 7.90 S40° 19' 42.85"W L212 82.26 N7T 01' 46.18"W L232 48.89 S2T 00' 53.01"W ~
. " " 1 .15 L93 7.01 814' 14' 14.98"W L113 15.69 S72° 41' 59.49"W L133 18.97 N73' 56° 21.24"E L153 33.42 S39' 49' 11.99°W i' 11.99"W Li73 32.08 53° 48' 25.40"W 1193 17.75 830' 33' 06.09"E 1213 67.52 N26' 25' 45.96"E L233 50.49 827° 23' 11.64"W ~
L13 76.39 N26 25 59.87E L33 30.19 N27 00 12.92E L53 96.34 N62 49 12.25 W L73 6 878 07 52 32 E 17.21"W 1174 31.36 S2° 5T 24.81"E L194 16.45 S58' 3T 33.87"W 1214 40.00 N62° 3T 52.32°W L234 28.65 S2T 30' 52.70"W ~
° " L34 19.42 N27° 33° 51.19"E L54 98.51 N62° 55° 17.51"W L74 10.50 S43' 54' 08.85"E L94 12.45 S74' 19' 12.26"W L114 18.50 S66' 32' 44.92"W L134 47.16 N82° 13' 06.68"E L954 15.88 S50° 15' 17.21"W L14 160.01 N63 31 01.09 W
• L35 48.95 N27' 18' 29.15"E L55 49.83 N27' O6' 21.82"E L75 16.19 S9' 05' 44.14"E L95 15.85 S83' 18' 04.23"W L115 18.12 S50' 23' 03.86"W L135 14.76 S30' 45' 33.18"E L155 95.91 S42° 30' 18.62°W L15 39.99 N63 30 52.91 W ~ 18.62°W L175 69.78 S7' 00' i 7.57"E L195 18.09 N32' 03' 50.07"W L215 14.53 N62' 37' 37.81 "W L235 19.99 S27' 30' 51.71 "W
' 06.63°W 1176 51.31 S13° 10' 03.72"E 1196 3.76 N59' 54' 13.40"W L216 25.47 N62' 41' 39.14"W L236 50.87 827° 28' 40.91"W
' L36 9.64 N27° 45' 34.62"E L56 51.93 N27' 11' 55.71"E L76 18.38 S7' 36' 09.36"W L96 16.77 887' 29' 28.30"W L116 14.87 S34° 39' 02.93"W L136 19.48 Stt° 44' 28.13"E L156 34.37 852' 56' 06.63°W L16 49.95 N26 25 33.72 E 47.26"W L177 69.82 S16° 51' 41.45"E L197 15.37 S59' 19' 57.90"W L217 0.01 N26' 25' 53.48"E L237 102.16 N62° 51' 42.52°W A
• " L57 49.00 N2T 1T 29.22"E L77 31.04 S2' 59' 06.54"E L97 7.79 S56' 21' 36.99"W L117 32.41 S27° 51° 08.47°W L137 14.29 811° 44' 56.38"E L157 48.80 S38' 50' 47.26"W L17 100.01 N26 29 36.93E L37 39.53 N27 27 30.79 E h
• L38 49.36 N27° 22° 21.99"E L58 98.11 S63° 41' 39.41 "E L78 16.56 810' 38' 56.75°E L98 16.90 S8' 17' 38.52"W L118 16.17 S20° 37' 08.48"W L138 17.32 S2' 41' 50.29"E L158 34.92 852' 24' 23.55°W L18 242.06 N26 29 42.50 E ' 23.55°W L178 36.58 S10' 26° 59.06"E L198 17.46 S66° 09' 20.48"W L218 52.35 N2T 32' 22.30"E L238 34.36 N62° 51° 33.99"W r
• ~ " 4 2.57 .75"E L79 16.44 S22' 33' 12.15"E L99 12.39 S1' 22' 15.12"E L919 34.81 S9° 42' 36.34"W L139 14.40 S20° 06' 29.53"W L159 17.54 S45° 14° 49.62°W ° 49.62"W L179 16.41 S17' 02° 16.44"E U99 34.69 S76' 26' 59.85"W L219 48.11 N27' 31' 19.10°E 1239 65.83 N62' 51' 35.02°W
L19 50.72 N26 29 47.81E l39 48.91 N27 20 02.86E L59 3 N27 59 23 , ° " 1 17.49 ° 47' . 7"W L160 35.55 S55° 09' 22.22°W ' 22.22°W U80 32.34 S3T 51' 13.46"E L200 18.95 S71° 36' 30.00"W L220 48.30 N2T 23' 24.03"E
• L40 101.25 N63° 20 18.01 W L60 195.98 N27 58 33.19E L80 19.05 839 16 09.82E L100 9.28 S85 20 00.28E L120 32.29 S6 00 26.98 W L 40 S47 52 2 L20 98.91 S63 24 22.94 E
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Name Date AI i APPROVED z~~ !=u; ; o, oa ,~~~.9~~,~
`~~"~a CITY i NO WETLANDS HAVE BEEN IDENTIFIED WITHIN THE LIMITS I ~ - ~ ~ Planning CITY OF WILMINGTON ~P , _
T. DETERMINATION 1 1 OF DISTURBANCE FOR THIS PROJEC : 1
, ~ STORMU PREFORMED BY STEWART ENGINEERING _ ; ; : 'A Traffic ~ € 1 i ,,h~ PERMI' STORMWATER DISCHARGE GRAPHIC SC ,9y ~°(.01
f~~r Fire PERMIT NOT REQUIRED \ ~'.,~'4,, ~j
100 0 so too goo goo ,~`'~~tuH~iU+`'°°`
~ 1< SIGNATI SIGNATURE DATE FINAL DRAWINGS -NOT
, For each o en utilit cut of SHEET NOTE: ~ p Y RELEASED FOR CONSTRUCTIOI
Cit streets a $325 ermit ~ Y ~ p ~ t ~ FBi~T , Project No. 08042
1 inch = 100 4E. _ _ . ,
1. EXISTING UTILITIE5 ANU 51NUUIUt1E5 5HUWN, UU IH UNUtKGKVUNU ANU shall be required from the Drawn tly VI/MU
ABOVE, ARE BASED ON A FIELD SURVEY PERFORMED BY STEWART Checked By GHS
ENGINEERING, INC. AND THE BEST AVAILABLE RECORD DRAWINGS. PRIOR City prior to occupancy Issue Date 04.01.09
TO THE BEGINNING OF CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL and/or project acceptance. LOCATE ALL EXISTING UTILITIES, UNDERGROUND LINES, AND STRUCTURES
AS NECESSARY TO AVOID DAMAGING OR DESTROYING EXISTING SERVICES. 1 inch
EX'ISTING CONDITIONS (OVERALL) 00

N
DEMOLITION NOTES ° 0
I i I I i ~ ~ ~ ~ ~ ~ I I I I
I I I I I I I I i I ~ I I I I I I I 1. THE CONTRACTOR SHALL NOTIFY THE N.C. ONE CALL CENTER AT
I I I I I I I I EXISTING CONCRETE I I , , ~ I I I I 1-800-632-4949 PRIOR TO STARTING WORK.
EXISTING UTILITY POLE I ( I I I ( I PICNIC TABLE PADS TO EXISTING WATER I I I TO REMAIN. I I I BE REMOVED. METERS TO REM (TING WATER I I I ERS TO REMAIN. I ( I I 2. THE CONTRACTOR SHALL NOTIFY THE CITY OF WILMINGTON
I I I I I i I I , I , ,
EXISTING POWER STRUCTURE I I ( I I I I ( ( I --fi- i I I ( _ _ 1 (910-254-0900) AND THE CAPE FEAR PUBLIC UTILIT1ES AUTHORITY (190-332-6560) PRIOR TO STARLING WORK.
TO REMAIN. -PROTECT IN _ _ ~ _ _ _ ----~-----r---~-----~ T~ °
PLACE. - - - - ~ 3. THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR ~
v TREE PROTEC110N FENCE ~ H I ~ I CHANGES TO THE EXISTING TRAVEL PATTERNS ON ANY PUBLIC STREET
~ ~ ~ ~ ~ ~ TYPICAL 1 RADIUS PER I ~ ~ ~ ~ ( ~ ~ I ~ I ~ I ~ I I ~ ( WITHOUT PRIOR APPROVAL FROM THE CITY OF WILMINGTON ~
( ~ I ~ I g l g I $ g a ~ a I EXISTING U11lITY INCH OF DIAMETER ON I ~ ~ ~ sr~s ~ m'i a z a ( I d ITING U1111TY I ~ I ~ I ~ I g I TRANSPORTAl10N DEPARTMENT AND/OR NCDOT.
I _ ~ I I ; I ~ I ( I : ~ I : s I s ; . 0.& eta z ( a POLE TO REMAIN TRUNK WHERE POSS BLE I ~ o n n ~ E TO REMAIN - I ~ ~ ~ I ~ ~TECT IN PLACE° I I I I I 4. THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
` 08 N ~ I ~ ~ ( I I I I ~ I I I PROTECT IN PLAN SEE GRADING SHEETS I ` ~ ~ o a o ~ o ~ ~ a a I 1 ~ I ~ 'I~ ~ I STATE, AND FEDERAL REQUIREMENTS REGARDING REMOVAL AND
C500 AND C501). ~ ( I 14 1 I ~ I a, f w~.. u.. I I I I I I I I I I I. I ~ ( I ( _ _ 1- DISPOSAL OF MATERIALS AND DEBRIS.
if 't a .Y, REMOVE EXISTING CURB ~ 3, ; -1-- -1-~ - ~ -J y _ ----~---~----~~----L-
- - - - - - - - ~ ~ ~ ~a~,mr ~ ~ ~A - - - - - ~~AND GUTTER 0 ....,....w~_. ,uu... t ~.n~,~....,.,~ ,~,u,~~aua~ ~ ~~,~s~u"~~,>~r3~~~ ~ mm~,:~, ~~HV.w:v ...,,~..u: ~u. ~.~,m„_,.._ ~...m,., ~ ~ ~ ~w.~ ~ ~ ~ ~ ~ 5. ALL DEMOLITION WORK ON THE SITE WILL BE COORDINATED WITH ` # CONTRACTOR. ~
EXTENTS. SHOWN ON ~...._u ~ . yU , ~ ~ ,I ~ ~ ~
. , w ~ SITE PLAN SHEET C300 M.__ ~...~r~ u....~ ~ .......,,w u.... _........~u._......~~~~ M .~.,t,. ; d
AND GRADING SHEET C500. M~, _ ~ ~ __r.~_.~..,.,.,....._...~..~..... ~ _ - - _ - - . ~..n.R,.,~ ,.,..m..~ ~ :..,.,...,,.,,....,....m..,...,...~ ..v w.e: _ ion p` M ~ - ~ ~ - - nn ~ .,....,.,...r,.. _~._~.M.,.,,,.,,_w, ,........M..... ~:sw ; pF;~ .:t~ fir.. '~~~~~~~r~._~~~"~~"_"~~""~~"~.~~....~.~.,.~,` ~~~.n__.. 6. RELOCATION OF EXISTING UT1L111ES TO BE COORDINATED IMTH THE ~
~ ~ . - - - - _ I_.. EXISTING PLAY EQUIPMENT _ - - - - - - - - - - ~ __„M~ .~.T~...A ~ m~m ~mrc - `r t ~ ~ LOCAL UTILITY PROVIDER(S). ~ ~sV ~'t,.., rte. _
TO BE REMOVED BY CITY x , x I I
rauQ''" ~ . EXISTING WATER PRIOR TO CONSTRUC110N. o beer, fr~b nas E.A. I ~aaa ra I Qa ~ Pa swb I 1.. ~ BE REMOVED BAS >TING WATER LINE TO 3•°' 7. CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT ~ REMOVED BACK TO THE CONSTRUCTION THAT ARE TO REMAIN,. SHALL BE PROTECTED FROM
,.5, I CONTRACTOR TO COMPLETELY ~ ~ ER. _ t~, DAMAGE AND RAISED TO FLUSH WITH NEW GRADE. ~
REMOVE REMAINING MULCH - - - - - - - - - - ='F ~ ~ I ~ _ _ _ ~ _ _ _ ~ ~ METER. AND 11MBERS. _ ~ a I
N i ~ a $ fz ~ ~ ~ I ri3 1' ; -T.., I I . I I ~ 3>.00 ~ 1° ' ~ I ~ ~ m ~ j ~ ~ ~ °96 3 8. REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD ~ w
~ ~ ' oa ~ I 1 I -.--I--d-I-EXISTING DRINKII~ r 1 I ba bma rc. se+ >TING DRINKING ( JOINT OR SAW CUT TO OBTAIN A CLEAN EDGE FOR NEW
1 ~ FOUNTAIN TO BE P~N~~ ' ; ~ ~ 'y ~ ~ LINE , NTAIN TO BE ~ CONSTRUCTION. SAW CUT EXISTING ASPHALT DRIVE AT LIMITS OF NEW
' REMOVED. I ~ [ , Y ~ ~ TM ~ ~ a 'OVED° I CURBING TO OBTAIN A CLEAN EDGE.
~ ~65~ 1 i Y ~ PJ;.813 ~ ° ,1 ' fsra I D8 ten, PG, 613 'eye ~"'•~u , < 1 ~ EXISTING CHAINLI ~ 9. CONTRACTOR SHALL RESTORE THE LAY-DOWN AND STAGING AREA >TING CHAINLINK FENCE ~
a.h , y1~ 1 ~kq ~ ~ } <Sx I ~ - - - - - - , ~ ` ~ 1 AND CONCRETE I i CONCRETE BENCH TO D TO ORIGINAL CONDITIONS AND TO THE SATISFACTION OF THE OWNER, rv
~ ~ / V BE REMOVED COI 1 ~^3 ' } ~ 'i~ 1 REMOVED COMPLETELY. PRIOR TO DEMOBILIZA110N AT THE CONCLUSION OF THE PROJECT. ~ ~ ~
1~ Y ~ 1 I I H e.~ I a~+ ~ ~ ~ ~fi f ~ I ~ ua ~ ~ EXISTING U1ILITY STING UTILITY w 00
~ ~ , ay ~ I y,...~ ~ ~''=v~~~ x I ~ ~ POLE TO REMAIN ~ ~ _ I E TO REMAIN - 10. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF ~ > N
I PROTECT IN PLA Y~~:~ 4°~' see Po. ~ iTECT IN PLACE. THESE SOILS PERFORMED IN ACCORDANCE WITH SPECIFICATIONS AND w p z DRAWINGS. U
qe~~ ~ ~ I , y, :~3~ F EXISTING SANITA
>TING SANITARY SEWER > ~ Q z 11. ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) SHALL ~ z ~ 0
w ,LINE AND MANN( i ,1'~, °4~'f b - - - - ~ - e,.~ / ~ REMAIN. RESET I . , , 1 , Y AND MANHOLES TO , ~ w w w H BE STOCKPILED AND REUSED ON SITE WHERE POSSIBLE IF IT LAIN. RESET MANHOLE CONFORMS TO SPECIFICATIONS AND DRAWINGS. ~ ~ ~ ~ J z u~o~
. , / ~ ~ RIMS FLUSH WI1T 5 FLUSH WITH FINAL L ~ ~ U
~ I ~ GRADE. ~ ~ i 1 , b, _ , .DE. 12. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED 3 , ~ w o ~
~ , ~ , :4, ` COMPLETELY, INCLUDING ALL SUBGRADE MATERIALS DIRECTLY 0 a ~ rv ~
' fl i M - - ` 110 ~ ~ A ~ ~ ~:~N..w - TREE PROIEC .E PROTECTION FENCE ASSOCIATED WITH ITEMS TO BE REMOVED,
~ '`fib; ;1 - - __~~...~~~,._w~ , , ~ ~ , , ~ , ',aa~ ~ (TYPICAL 1 RAD PICAL 1' RADIUS PER INCH ,
Q~ 1 ~ } ey p Y N , I I ~ n 1 ( 1 ~ I OF DIAMETER 0 1 sl ~ ~ ' , DIAMETER ON TRUNK ``°~.,~y 13. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF
~ oa6~ ~ ~ ~ I ~ I ~ WHERE POSSIBLE ' ~ ~ ' "e RA LNG SHEET; :RE POSSIBLE -SEE ~"4m ~ LEGALLY OFFSITE UNLESS OTHERWISE NOTED ON THIS PLAN.
' f - - - I G D EXISTING TREES TO BE s ~t ,t - ~ ~ ~ 4 DING SHEETS C500 AND 11 HAND CLEAR ALL VINES 14. ALL TREES AND VEGETATION NOTED TO BE REMOVED SHALL BE
REMOVED COMPLETELY. ~ ~ 1 ~ ~ a ~ ( ( I ~ ~ ' C501). HAND CL iA N j ~ PR0~Rf1'LINE 1 x°x Y~f 1 , ~ I ; ~ I I ;AND UNDERBRU~ UNDERBRUSH VEGETAl10N GROUND INTO MULCH, AND STOCKPILED FOR FUTURE USE.
1 '~'3. ' 1 ~ va eoo ~ ~ ~ / ~ o ":t ~ WITHIN TREE PRI F < -TIN TREE PROTECTION FENCE.
~ ~ ~ ~e < ~ t~, ~ _m. r.~~._... f i DO NOT DISTURE NOT DISTURB TREE OR ROOTS. 15. A TREE REMOVAL PERMIT IS REQUIRED BEFORE ANY CLEARING•
`.1t 4: ' e ~ I 1 ~ 1 I it i GRADING OR OTHER AUTHORIZATIONS MAY BE ISSUED INCLUDING SOIL ® Q
1 ,,r~, NEW EDGE OF W EXISTING ASPHALT ~ ~ Y V EDGE OF WOODS (TYP.) AND SEDIMENTAl10N CONTROL PERMITS AND BUILDING PERMIT. ~ ~
BASKETBALL COURT, 1 ~ ~ ~ ~ ~ I '~..4 V ~
RIMS AND POSTS ~ 1 ~ ~ ~ ` I' ' r' ~ 16. ALL TREES TO BE REMOVED SHALL BE GROUND DOWN TO A ~ ~ z m
;,1 =r ~ =n TO BE REMOVED l MINIMUM DEPTH OF 24" BELOW PROPOSED FINISH GRADE OR STUMP ~
COMPLEIELY.RETURN ~ ~~3 ~ ~ ~ ~ I ",1~ x: ? : RELOCATION ~ I ALL EXISTING TR
HARDWARE TO THE ~ l I EXISTING TREES AND REMOVED COMPLETELY. STUMP SHALL BE REMOVED COMPLETELY UNDER ANY PROPOSED PAVEMENT. z ~ IERSTORY VEGETATION IN r ~ ~ ® I-
Y~ .v UNDERSTORY VET i CITY. - (SEE NOTE ; ` ~ THIS AREA TO B iAREA TO BE REMOVED V ~
e ~ 13 # t;, ~ COMPLETELY TY Y IPLEIELY (TYPICAL THESE 17. TOPOGRAPHIC INFORMATION SHOWN WAS CONDUCTED BY STEWART V ~ ~
t ~ Y ~ , 1 ~ ~ HADED I , , i. a ~ ~ . . ~DED AREAS). ENGINEERING INC. ~ LU
1 a ~ s rx } ~ i ~ tom. ° ~ z ~
Y n ~ Iy,, PR TEC110
LIMIT OF DISTURBANCE ~ Y: v. TREE 0 ` 1 1 .E PROTECTION FENCE 4 ~ F 18. A STATE OF NORTH CAROLINA DENR LAND DISTURBANCE PERMIT IS ~ ~ ~ ,w, REQUIRED FOR THIS PROJECT PRIOR TO ANY LAND. DISTURBANCE J ~ C1
(TYPICAL). 1 - (TYPICAL 1 RAD try I PICAL 1~ RADIUS PER INCH ~ ~ J Q DIAMETER ON TRUNK „ AC11VI11ES.
_ ,N ~ OF DIAME 1 u :RE POSSIBLE -SEE ~ ~
' ` ~ ~ .,WHERE POSSIBLE 1` ~ ~ , ' ` GRADING SHEET, 1DING SHEETS C500 AND 19. A STORMWAIER PERMIT IS REQUIRED THROUGH CITY OF I ~ I 3•
~ ,A t°~~ C501 . HAND CL ~~I s C~ ~ 3 ) 11 HAND CLEAR ALL VINES f> WILMINGTON AND/OR NCDENR PRIOR TO CONSTRUCTION. LJJ ~
1 , , : ; t~~ ' ~ ~ ~ AND UNDERBRU: ~ t ' ~ ~ °a UNDERBRUSH VEGETATION
~ ~ ~ _ ^ _ao,_ _ ~ WITHIN TREE PRI , -TIN TREE PROTEC110N FENCE. ~ Q U
I ~ DO NOT DISTURE NOT DISTURB TREE OR ROOTS. 20. TREE PROTECTION MEASURES SHALL BE PROVIDED DURING nn CONSTRUC110N PER APPLICABLE PERMITS AND THE BID DOCUMENTS. U LL
, e~ ' ,..E.. NO WORK SHALL BE DONE WITHIN THE TREE PROTECTION AREA. w/ L.L
~ . ;S ~ A , ~ ~ , , ~ i /
EXISTING MONITORING ~ ~ 3,+ a , fem.,. 21. ALL WORK MUST BE COMPLETED WITHIN EASEMENTS AND
to i ~ i I~ WELLS TO REMAIN AND ~ ~ P CONSTRUCTION OMITS SHOWN.
~ ~ ! ~ `'a.. ~ ~ ' ~ TOPS TO BE RESET FLUSH ~ ~ ~ ; ~ E
WITH FINISH GRADE. (IYP. ~ t ~ ~
OF 2) PROTECT DURING ~ ~ ~ n,.. ~ 4
N TRUC110N. ~ ~ ~ COS Y1; ,~F , ~
\ Project No. C8042
' ~ ~ r ~ ~ ~ \ so
ea:~,, ;`;n , ` ~ o ALL EXISTING GR EXISTING GROUNDCOVER - ~ e( ~ 8 E~~k
~ ° e, ~ ~ AND UNDERSTOR i UNDERSTORY VEGETAl10N IN ~ ~ ~ W o G ~~vE
~ ~ .,a~ ~ ~ IN THIS AREA Tt PHIS AREA TO BE REMOVED ~ ~ ~ N f ~E °
.g ~ 1 ~ ~ i COMPLETELY (TY , +>PLETELY (TYPICAL THESE \ ~ ~ ~ LEGEND ~ "u m o~~o a g ~ o~oc; q
1 N i ~ ~ ~ SHADED ~ / ~ ~ ~ ~ ~ ~ rMt 1T".1 / ~DED AREAS).
~ CSX RAILRO~ t 1' . T OF W~Y ~ 1 ~ e,, ~ ~ ~ RIGH , Y ~ 1 FEDERAL PAPER BOARD CO INC ~ IaL W ~ m ~ ° Z '
~ ~ -rn - -TREE PROTECTION FENCE N ~ ~ ~ °i D.B. PG. - v rn ~ t- w. .WEE
~ ~ , ion- - -LIMIT OF DISTURBANCE
.a~ ~ ~ /
~ / i 1 ~ i Eg ~ ~Y
1 ~ E8o ~ ~
1 s ~
1 ~ ~ ~ ~ / LIMIT OF 1 ~ ,e T OF ~ ' E 9 ~v
~ i 1 ~ ~ ~ DISTURBANCE 1 ~ / E NRBANCE ~ " `Yg°v r ~
~ ~ CR ~ ~.W / ~ ~ (TYP.) v ~ ~~,1, ~ i ~ ~ P.)
~ ~ 1 ~
1 1 R ~ ~
1 1 ~1 1 ~ ~i
I ~ ~ F li""
EXISTING CONCRETE ~ 1 DRAINAGE PLAN _ 1 i ~ ~ Approved Construction Plan ~ ~ ~ ,,,,~,~H
STRUCTURE TO REMAIN `~°w, ~ - ~ APPROVED PROTECT IN PLACE. ~ ~ ~ ~ Name Date ~ a ~ p~
~ ~ ~ tip: CITY OF WILMINGTON / a , 1 ti~1 E~~ ~~~~'i a ~I ~ Planning p08~ _
~ -
~ ~ 1 1, ~ ~ ' STORMWATER DISCHARGE GE Traffic n f ~ j ~a~ l r° ~ ~ ~ ~,~.o~ h:
1 1 ~ . , ~ ~ PERMIT NOT REQUIRED Fire GRAPHIC SCALE

eo 0 3o eo tea 210 '~~'~~noHn~oe~`~~~
~ SIGNATURE DATE N/F 1 DATE - FINAL DRAWINGS -NOT For each open utility cut of RELEASED FOR CONSTRUCTI01
1 ~ OMPANY LLB„ CAMERON C City streets, a $325 permit (Il~ FBBT) Project No. C8042
~ I D.B. PG. - ~a,~e ~.t shall be required from the 1 iach = 60 ~ n__..._ n.. PT /11 I
1 ~ i
1 City prior to occupancy urawn oy v1/mu
and/or project acceptance. Checked By GHS
Issue Date. 04.01.09
1 inch
DEMOLITION 0200

,
~ ( 'x . N ------~---------I----------~--------~--------------- ~ ~
KEYNOTE LEGEND , v _~`r w~..aa. ~..v.~RRa z. ~ .xsax::~..,:.x:.:,x ~_~._w........ rr~,.,..,..,... „ ,..r.~~~ ~ , .ww.~.w~~. ..............~,..w~._._._.... o
SEED ALL DISTURBED AREAS -SEE SHEET C400 FOR TEMPORARY SEEDING AND SHEETS L100 AND L101 FOR
Q PERMANENT SEEDING. ~ '
" " < ; > ~ CONTRACTdR't Tp>.....~ , , : ,r~~~. ~_......w._....w....~.........
1A PLANTING BED WITH 4 DEEP V" TRENCH EDGE. , , ~ r~~~. REINS~"ALL, , ~.I~B,~AN~? I
-SEE DETAIL ~ , ~ . ~ I H AND CONSTRUCT 24" WIDE CONCRETE CURB AND GUTTER (18" PAN AND 6" CURB) GUTT`EF~ ANt'~- ~'0 1~A~tE 20 X 70 SIGHT TRIANGLE PER ® FURN S
t-0900 THE TRANSITION TO THE CITY OF ILMINGTON SPECIFlCATION
U B - _ ~ ~ -ter,-~ <r: ~ . R RAMP WITH ~ROP~~RT. LI~kE,. ' ~ r~.~wm ~ ........m FURNISH AND CONSTRUCT CITY OF WILMINGTON STANDARD ADA ACCESSIBLE CONCRETE C ~ ~ ~ --~~sMfl6Tt~h A~'POSStBL'~~. ~ ._r._~
P CITY STANDARDS- SEE DETAIL 10-0901. - - - ~ ~ ` " "a ~ 'r' TRUNCATED DOMES ER - - - - - - - - - - - - - - _ - - - ' ~ ~ ~ ~ - - T - -SEE . ~ ~ ~ 50.00' SC 6B 2 'rn
" eN FURNISH AND INSTALL MIXED SIZE CRUSHED GRAVEL (WITH 5.5 METAL EDGING WHERE NOTED) -SEE DETAIL ( 27-C903. ~ ~ ~ x 10.00' 30.00'
THOMSON N/F FURNISH AND INSTALL CONCRETE PAVING PER qTY OF WILMINGTON STANDARDS SEE DETAIL 5-C900. I CALDWELL ~ ~o I'
© .B. 5287, PG. 1728 ; ,y' A I PG. 412 5C ® ~ ~ ~
-SEE DETAIL 9-C900. `t'~: D.B. 2366, ~ FURNISH AND INSTALL SAND ~ 1 ~ ? I }I
KING AREAS -PER qTY OF WILMINGTON STANDARDS- 1 ' 3 CONSTRUCT HEAVY DUTY ASPHALT DRIVE LADS AND PAR I ? NTRACTOR TO PROVIDE ALL °0 34.00' 6.00' I
SEE DETAIL 15-C901. CITY TO PROVIDE ASPHALT PAVING ONLY THESE AREAS. CO 1 AND BASE MATERIALS ACCORDING TO SPECIFlCATIONS AND RECORD DRAWINGS. SUBGRADE 1 ~D i 'I f
I 0..
A CONSTRUCT 8' WIDE ASPHALT WALKING PATH -SEE DETAIL 6-C900. I 6~ ~ ` I
NF _ / I 0 CONSTRUCT 6 WIDE ASPHALT WALKING PATH SEE DETAIL 6-C900. SMITH ' ~ 10.00' ©o ~ r' ' ~
( ~ ® ~ ~ r'
° HA T WALKING PATH -SEE DETAIL 6-C900. D.B. 9998, PG. 659 ~ © CONSTRUCT 5 WIDE ASP L I ~'i ~ i~
NI AND PAINT ADA ANDICAP ACCESSIBILITY PAVEMENT MARKINGS (4 WIDE STRIPES AT 45 DEGREES) I ~ ~ „i ®FUR SH /H _ _ _ _ _ _ PARK PROPERTY ~ _ o _ ~ s:
(THIS. REQUIRES THERMOPLASTIC PAINT) -SEE DETAIL 14-C901. - - - - - - - - - - -I LINE 1 I 3 .~r'
" - R IRES THERMOPLASTIC PAINT I A FURNISH AND PAINT WHITE 4 WIDE PARKING STRIPE (TYP.) (THIS EQU ) Q- ' ~ ~
NF I " _ / Q, 0~ ~ ' ~ , M
FURNISH AND PAINT WHITE 12 WIDE SOLID STOP-BAR PERPENDICULAR TO TRAFFIC FLOW EXTENDING FROM I N/F ® 11C PAIN SMITH
PAVEMENT EDGE TO ROAD -CENTER LINE ON TWO-WAY ROADS (THIS REQUIRES THERMOPLAS T) G. 813 I SMITH ~ 2 D.B. 1379, P PG. 813 " " D.8.1379, ? ~ ~ °6 ~ °
FURNISH AND PAINT WHITE DIRECTIONAL ARROWS (30 WIDE .AND 48 LONG) -FOR TWO WAY ROADS, PLEASE I ® ,i i ?
® ' APAR -THIS REQUIRES 11 N AND 2 ~ INSTALL TWO IN CENTER OF ROAD WIDTH (ONE FACING EACH DIREC 0 ( I 1 ~ .DETAIL 17-C902. t
THERMOPLASTIC PAINT) -SEE _ - - - - - - - - - - - - - - - ~ / ~ 1 8.00' ~
4D FURNISH AND MISTALL CONCRETE WHEELSTOP PER PARKING SpA(~ -SEE DETAIL 2-C900. ( ? 1 7C'; 1 F ~ . ~ rv
I A 5 FURNISH AND INSTALL 4" DIAMETER CORRIGATED METAL PIPE COLLAPSIBLE BOUARDS AT 4 APART- SEE DETAIL r ''1TYP x' o
® I 3-C900. 1 r '°1 > rv
~ I ~ ~ 1 _ 1 ~ ?
FURNISH AND. PAINT CITY OF WILMINGTON STANDARD HI VISIBILITY CROSSWALK {THIS REQUIRES THERMOPLASTIC ® 1 I ' PAINT) -SEE DETAIL 18-C902. Q , ;I z U p Z ~N„
~ ( 5 ' N/F 7 zz
NI H AND PAINT 8" YELLOW LINE THIS REQUIRES THERMOPLASIIC PAINT). ` I ® FUR s ( BROWN ~~,.:,:~.,.w 8 i; ~ ' ~zcQcO 3; ' ~ G w WWWF-
" D " ~ .B. 314 PG. 227 I 1 AN . PI STIC ~ FURNISH AND PAINT NO PARKING SIGN (THIS REQUIRES THERMOPLA T) Ulf J~'
1 ( # L H
FURNISH AND PAINT "LOADING ONLY" SIGN (THIS REQUIRES THERMOPlAS11C PAINT). ~ ( ~ 1'~}, ® I Y~ k } l
T N STANDARD ASPHALT RADIUS-TYPE DRIVEWAY. 4K FURNISH AND INSTALL CITY OF WILMING 0 ? ~ ' ~ " LEI I ' ` 31 3 ~WO~
1 1 I ~ ~ 7F FURNISH AND INSTALL MUTCD AND qTY OF WILMINGTON STANDARD STOP SIGN BOLTED ONTO DECORATIVE 1 I / O a0rv~
" ~ ~.ACK POST (2 O.D. GALVANIZED STEEL U-CHANNEL POWER COATED BLACK PIPE SET 3 IN GROUND AND IN
CONCRETE -SEE DETAIL 12-C901. O ~ ® ) `I
N ~ ~ 7E ~~I A FURNISH ANO INSTALL MUTCD AND qTY OF WILMINGTON STANDARD HANDICAP PARKING SIGN BOLTED ONTO ~ / 1
" VANIZED STEEL U-CHANNEL POWER COATED BLAgC PIPE SET 3' IN DECORATIVE BLACK POST (2 O.D. GAL
4- 1. . ~ _ GROUND ANO IN CONgZETE) - 5EE DETAIL 1 C90 t'~ n f 1 . '1 IJ
~ ~ s.. h.. ~ ,r ~s' TYPE "'1'- ~ i ~ FURNISH AND INSTALL MUTCD AND CITY OF WILMINGTON STANDARD 15 MPH SPEED LIMIT' SIGN BOLTED ONTO 1 ? ~ \
? ~ W 4 DECORATIVE BLACK POST (2 O.D. POWER COATED BLACK PIPE SET 3 IN GROUND AND IN CONCRETE) -SEE O, ~ ~ ~'t
DETAIL 12-C901. ' ~ f ~ ® ® Q
Y ~ ! G~ ` ~ ~.>p ~ , , ARCHIE BLUE PLAQUE AND GRANITE SIGN BASE PROVIDED BY CITY OF WILMINGTON AND INSTALLED BY
® - 11 a. s CONTRACTOR. ~
r 5D CITY SUPPLIED INFORMATIONAL SIGN .CONTRACTOR TO COORDINATE INSTALLATION WITH CITY STAFF. ~ ~ ~ ~ ~ ~ ~ I ~ U ~
a...~ / ~ ~ z ~
ARD 'KEEP RIGHT' SIGN BOLTED ONTO DECORATIVE N/F Pg ~ ~ 5E FURNISH AND INSTALL MUTq) AND CITY OF WILMINGTON STAND ~ ILLAN J F2 ~s~'R~: ~ Q W
P T 2" O.D. POWER COATED BLACK PIPE SET 3' IN GROUND AND IN CONCRETE) MCM i ~~s ~ f BLACK os ( ~ 't G. 2955 ~ r ~~y9~ G D.B. 5192, P t. ~ ~ z ~
- ~ G1 1 ~ c« f s ~r FURNISH AND INSTALL MUTCD MID CITY OF WILMINGTON STANDARD PEDESTRIAN WARNING SIGN (WI1 2 WITH i ® ' ~ M ~ ~ ~ O
K POST 2" O.D. POWER COATED BLACK PIPE SET 3' IN W18-7P SUBPLATE) BOLTED ONTO DECORATIVE BLAC ( i ~.:i ~ 1
GROUND ..AND IN CONCRETE) ~ ~ i - 9 ,r--------- LOD ----------m,r ~ ~ rn
- TYP: ©30 HEIGHT BACKSTOP FENCE- SEE SPECIFlCA110NS AND DETAIL 20 C902 t ` ~ t
~ ~ r, ' -SEE SPECIFICATIONS AND DETAIL 20-C902. 't ~ ~ N F ~ ~ 10 HEIGHT BACKSTOP FENCE / ? PROPERTY LINE ,>3 z N r I
~ 1 l REED-GERMAN
' WITH 'KEEP OUT' SIGN POSTED EVERY 100' -SEE DETAIL 20-C902. 6 HEIGHT CHAIN LINK FENCE ; ` ~ D.B. 5325, PG. 500 ® m I J ® Q I ~ ~ Q
° - - ~ ~ ©4 HEIGHT METAL POST AND FENCING SEE DETAIL 25 C903 / ~ I ~ ~ ~
~ 5E `a d e i W ~ ~
7 ADA ACCESSIBLE PLAYGROUND MULCH WITH .TIMBER EDGE -SEE SPECIFCATIONS AND DETAIL 26-C903. ? ~ f ® ~ s ~
A PHALT BASKETBALL COURT -SEE DETAIL 13-C901 AND 23-C903. ` z4' u >A S ( _ ~ V
1 ~ 1 SOFTBALL FlELD -DIRT INFIELD/ GRASS OUTFIELD -HOME PLATE, PITCHING RUB~R AND ALL BASES TO BE ~ , ! 5 ~ „
78 PEgFlCAlION SECTION 02925. , ~ ,r 1 PROVIDED AND INSTALLED BY CITY -SEE DETAIL 25-C903 ANDS ® I y ~
1 ` 1 ~ 1 ~ ; i V,.~ v
D REUSED SWING SET -PROVIDED BY CITY STAFF AND INSTALLED BY CONTRACTgt. ` ';Y t ® e ~ 1
® FURNISH AND INSTALL BASKETBALL POST AND GOAL -SEE DETAIL 24-C903. ~ 1 t r v..°~= i;
1 7E RE-USED PLAYGROUND EQUIPMENT -PROVIDED BY CITY STAFF AND INSTALLED BY CONTRACTOR. ,
? ~ 1 1 j i51sM t' a,~`
7F PLAYGROUND ACCESS RAMP (12:1 MAX SLOPE) -SEE DETNL 27-C903. ' ? ? ~ ~ fi. 1
_ " METAL POSTS WITH 2 COATS FACTORY PAINT AND , I; ~ e~s~ ~ 1 PICNIC SHELTERS 24 X 32 METAL FRAME WITH 6 SQ e.. ,3 l~ l ~ F
® N. WOODEN ROOF AND ASPHALT SHINGLES -CONTRACTOR TO SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUC110 ~ 'it i,5
RNATE 1 IS ACCEPTED ITEM WILL NOT ~ CONSTRUCTED. IF ALTE ~ ~ ® 1 ' Project No. 08042
' A CITY PROVIDED PICNIC TABLES. TYPICAL OF 5 STANDARD TABLES AND ONE ADA COMPLIANT TABLE WITH 4 _ ;~B f ~ ~ ~e€o
® - EE DETAIL 21-C902. CLEARANCE AROUND EACH TABLE -CONTRACTOR TO INSTALL S t! 1 ' ® ' ~ ~ ~ & wF
CITY PROVIDED TRASH RECEPTACLE -CONTRACTOR TO INSTALL -SEE DETAIL 22-C902. ® i rk ; B
1 Z , , I t l ©qTY PROVIDED DRINKING FOUNTAIN -CONTRACTOR TO INSTALL -SEE DETAIL 16-C902. ~ ;N^n'~ e
~ ° t~ ~p.zpp'Z ~ ;c s
YARD HYDRANT - TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR -SEE DETAIL 5-C905. i >°a:irO°i,~~ e ~a
s 1
SHEET NOTES ~f<s~ ~ I J i! ~ REV
1. ALL DIMENSIONS ARE IN RADII, TO OUTSIDE FACE ~ BUILDING, TO CENTh7~IJNE, CENTER TO CENTER ON STRIPES, 13. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT f gA
AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED. LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER i
SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. THE RELOCATION OF ~ qm ~~3
2. PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS EVERY 10 MAXIMUM WHEN WALKS ARE 10 WIDE. MATCH ANY UTILITY SERVICES REQUIRED TO COMPLETE ANY PORTION OF THESE CONSTRUCTION WIDTH UNDER 10'. PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Approved Construction Plan "i it„~ << i ~q
Name Date ~ ~ 1 E e E o n DoE
3. CONCRETE PADS AND WALKWAYS; UNLESS OTHERWISE NOTED, ARE 3000 PSI, ~ 4" THICKNESS WITH 12"x12" w1.9 Nom`, } Planning o~~~~bt~~~~~f~ - ~ ~ ~ Ev
x w1.9 WELDED WIRE FABRIC THROUGHOUT. LEGEND
CONSTRUCTED ~ THERMOPLASTIC MATERIALS AND CONSTRUCTED IN ACCORDANCE WITH 4. CROSSWALKS SHALL BE Traffic
NCDOT SPECIFlCATIONS. CONTRACTOR TO INSTALL CROSSWALKS IN SUCH A MANNER THAT CROSSWALKS ARE ALIGNED .BETWEEN HANDICAP/WAU(WAY ACCESS POINTS OR PERPENDICULAR TO THE ROADWAY /DRIVE LANE.
- NEW BUILDING Fire
T M TCD MANUAL ON UNIFORM TRAFFC CONTROL DEVICES) AND 5. ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEE U NCDOT STANDARDS.
- NEW HEAVY DUTY ASPHALT -CITY -Y °®e4tiee~C r~err~q~ Y DRAINAGE PLAN
Fl uRVEY T PR VIDE ASPHALT PAVING ONLY B. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE BASED ON A ELD S 0 0 RAWINGS. THE CONTRACTOR SHALL 24' PERFORMED BY STEWART ENGINEERING, INC. AND THE BEST AVAILABLE RECORD D APPROVED 1
LOCATE ALL EXISTING UTILITIES, UNDERGROUND LINES, AND STRUCTURES AS NECESSARY TO AVOID DAMAGING OR nsPHaL.T sEC,ION -NEW LIGHT DUTY ASPHALT PATH -
DESTROYING EXISTING SERVICES. CONTRACTOR TO PROVIDE ALL COMPONENTS MPONENTS CITY OF WILMINGTON ~ 0
SHWIDER 3' ` ` 7. ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS SHOULDER -NEW CONCRETE CONCRETE SIDEWALKS WALKS STORMWATER DISCHARGE s
T R IS RESPONSIBLE FOR ' . tt / AND SPECIFlCAl10NS SET FORTH AND APPROVED BY THE qTY ~ 4LMINGTON. THE CONTRAC 0 ~ ~1 IN IN PLACE DURING CONSTRUCTION. 2.Ox 1~ PERMIT NOT REQUIRED GRAPHIC SC ~~!°b t
OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTEC110N FENCING SHALL REMA ~ 1 , . , , :w~~.~ -NEW GRAVEL SURFACE
H BE PERFORMED IN ~ ~ ; ~ "~~a, ~ , ~ ~ . FOR ANY U11UTY WORK WITHIN THE PUBLIC RIGHT OF WAY S ALL ; b„~ ~ ~ ~ 1 ~a~~~~ AFFlC CONTROLS ~'~~r~~, ~ ~
COMPLIANCE WITH STANDARDS OF THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). „ =r:~;.°-~ -NEW SAND SURFACE SIGNATURE DATE '/u~~es~~?''`
AND OR METHODS ASSOCIATED WITH a~~~~.°~.~;~~: 9. ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUC110N MEANS / FINAL DRAWINGS -NOT
THE PROJECT AS SET FORTH IN THESE PLANS. ROAD SECTION A-A -m - -TREE PROTECTION FENCE For each open utility cut of (IN FEE'T') RELEASED FOR CONSTRUCTIOI
10. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL NTS City streets, a $325 permit ' inch ° ~ Project No. 08042
nn..... rn nnu~uurur flDAW\IPC cuAii er cn~c~ m TLC ChIt9AICCA eT RCruaeR I~ITFRVAIS THROIIGHdl1T _ I IA11T f1C 111CTIIRR®NC~ shall he required from the r)rnwn Rv RT/Id.l
rIrI1Vv rIRIVR I V VVI~bG/IGmGl~ 1. NRn U111nvA JI VU.1.. vL. THE PROJECT FOR RECORD KEEPING.
City prior to occupancy
11. THE CONTRACTOR, AT ALL TIMES, MUST KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS and/or project acceptance. Checked By GHS Issue Date: 04.01.09
OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.
1 inch
12. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR REVIEW VIA OFFICIAL RFI SITE PLAN- A
PROCESS. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN
PERMISSION OF THE OWNER.

~ ~ x~ ~ ~ N
KEYNOTE LEGEND \ 1 ~ D i ~
1 ~N> ® ® ® ® y~,
SEED ALL DISTURBED AREAS -SEE SHEET C400 FOR TEMPORARY SEEDING AND SHEETS L100 AND L101 Fat ~ Q ~ PERMANENT SEEDING. . 1 1 E
l " " ~
1A PLANTING BED WITH 4 DEEP V" TRENCH EDGE. / 't ~
- DETAIL I 0 NAND 6" CURB SEE TIER 18" PA N GU AD ) CRETE CURB ~ FURNISH AND CONSTRUCT 24" WIDE CON ( 1 2 ® ,:fie
? ! V:,, 1-C900 / 4?
FURNISH AND CONSTRUCT CITY ~ WILMINGTON STANDARD ADA ACCESSIBLE CONCRETE CURB RAMP WITH ® , I
~ ® TANDARDS- SEE DETAIL 10-C901. ? TRUNCATED DOMES PER qTY S 6 0 .N
" M TAL EDGING WHERE NOTED -SEE DETAIL ~ INSTALL MIXED SIZE CRUSHED GRAVEL (WITH 5.5 E ) ' ® ~ B FURNISH AND ~ B
® f 8-C900.
re"""p ' 4 AND INSTALL CONCRETE PAVING PER q1Y OF WILMINGTON STANDARDS -SEE DETAIL 5-C900. ~ © FURNISH
z)T~P. ~ M
- TAIL 9-C900. t I 2D FURNISH AND INSTALL SAND SEE DE Y v
TAN ARDS- ~ ~ 3 CONSTRUCT HEAVY DUTY ASPHALT DRIVE LANES AND PARKHVG ALAS -PER CITY OF WILMINGTON S D ` ~
? TRACTOR TO PROVIDE ALL 'w•. SEE DETAIL 15-C901. CITY TO PROVIDE ASPHALT PAVING ONLY THESE AREAS. CaV ~ r~ A MATERIALS ACCORDING TO SPEgFlCAl10NS AND RECORD DRAWINGS. ~ • , ~ I I ~
SUBGRADE AND B SE 5~ 1 I I 1
' ASPHALT WALKING PATH -SEE DETAIL 6-C900. , A CONSTRUCT 8 WIDE , ' ~ ~ ~ z ~ ® u... ~ ~ ~
' ASPHALT WALKING PATH -SEE DETAIL 6-C900. , ~ ~ 3B CONSTRUCT 6 WIDE ~ m w.... ~ ~ ~
? ~ ~ y ~ ~ ,e
' - ETAIL 6-0900. 3' . © CONSTRUCT 5 WIDE ASPHALT WALItING PATH SEED i9 , ~ . ..e. _..e~ ~ i
FURNISH AND PAINT ADA/HANDICAP ACCESSIBILITY PAVEMENT MARKINGS (4 WIDE STRIPES AT 45 DEGREES) - ~ ~ e
® ~ ~ (THIS REQUIRES THERMOPLASTIC PAINT) -SEE DETAIL 14-C901. 1 ® I ~ ~ i _n ~~.....H_~. y ~ ~
~ • w AN PAINT WHITE 4" WIDE PARKING STRIPE TYP.) - (THIS REQUIRES THERMOPLASTIC PAINT) ® j' p ~ a ~
®A FURNISH D ( / ~ r ~ ' ~ 0 j.,, a .
" _ - N LNG FROM 2 , ~ ~ FURNISH AND PAINT WHITE 12 WIDE SOLID STOP BAR PERPENDICULAR TO TRAFFCC FLOW EXTE D .?E ~ ,C{P • ® PAIN
PAVEMENT EDGE TO ROAD -CENTER LINE ON TWO-WAY ROADS (THIS REQUIRES THERMOPLASTIC T). , , e ~ ,y~' ~ 3 ;..:f
IREC110NAL ARROWS 30" WIDE AND. 48" LONG) -FOR TWO WAY ROADS, PLEASE , ~t ? ~ ~P' ~ FURNISH ANQ PAINT WHITED ( ~ ~
® THI RE LITRES Y ? ` 0 INSTALL TWO IN CENTER OF ROAD WIDTH (ONE FACING. EACH DIRECTION AND 2 APART) - ( S Q + ~ l ~ ® ~
TAIL 17-C902. -,'t ? ? ~ ~ THERMOPLASTIC PAINT) -SEE DE ~ , . ® a ? ®v
- ~ ~ ~ ®FURNISH AND INSTALL CONCRETE WHEELSTOP PER PARKING SPACE -SEE DETAIL 2 C900. ~ , ; ® 1 \ . N
® ® ~ ° TA PIPE BOLLARDS AT 4' APART- SEE DETAIL 3-C900. . qE FURNISH AND INSTALL 4 DIAMETER CORRIGATED ME L 1 ?
" ® ~ to S ` ~ N
FURNISH AND INSTALL 4 DIAMETER METAL PIPE COLLAPSIBLE BOLLARD -SEE DETAIL 3-C900. 't. , ® ® ~f
? ~ 4F FURNISH AND PAINT qTY OF WILMINGTON STANDARD HI-VISIBILITY CROSSWALK (THIS REQUIRES THERMOPLASTIC ® ~ ~ TYP. 6' TYP. ~ U p Z
? ' S,.,. PAINT) -SEE DETAIL 18-C902. ? ? ~ 1 TY. ® zz
? ® ~ " N THIS RE IRES THERMOPLASTIC PAIN ? ® 6 ~W~p
PAINT 8 YELLOW LI E QU T) ®FURNISH AND ( ® 5 " " t 100-YR FLODDPLAIN ® ~ . ® ~
4H FURNISH AND PAINT NO PARKING SIGN (THIS REQUIRES THERMOPLASTIC PAINT). ® I ~ ~ ; ' ~ f~ 3
? " ~ 0 ? ® FURNISH AND PAINT LOADING ONLY" SIGN (THIS REQUIRES THERMOPLASTIC PAINT). ~ i ? 5 5F x su.
® ~ a ~ i~/ 3 j W o ~ a i ~
TA CITY OF WILMINGTON STANDARD ASPHALT RADIUS-TYPE DRIVEWAY. / L , ® 5F > ~ ~ ~ , ® FURNISH AND INS LL t _ \ - ~ \S ® / o apN~
' ~ IlY OF WILMINGTON STANDARD STOP SIGN BOLTED ONTO DECORATIVE / TYP+ FURNISH AND INSTALL MUTCD AND C • \ ? ? s
BLACK POST (2 O.D. GALVANIZED STEEL U-CHANNEL POWER COATED BLACK PIPE SET 3 IN GROUND AND IN r ® '10.4' i /
CONCRETE -SEE DETAIL 12-C901. i ~ ~ ? TYP.
FURNISH AND INSTALL MUTCD AND CITY OF WILMINGTON STANDARD HANDICAP PARKING SIGN BOLTED ONTO ; , ~ y; \ ® _ 4 6 + a ~ ~ ~ ® ~ /
" t ~ D .u DECORATIVE BLACK POST (2 O.D. GALVANIZED STEEL U-CHANNEL POWER COATED BLACK PIPE SET 3 IN ~ '
R -SEE DETAIL 14-C901. ~ ~ / n GROUND AND IN CONC ETE) ` ~ .9 ~ V
' T' N BOLTED ONTO ~ ~ ~ ~ ` N STANDARD 15 MPH SPEED LIMI SIG , . ~ ~ ®FURNISH AND INSTALL MUTCD AND q1Y ~ WILMINGTO ~ ` ~ , * ~ \ a ~ 4 0 ~ ® J
CK POST 2 O.D. POWER COATED BLACK PIPE SET 3 IN GROUND AND IN CONCRETE) -SEE ~ ; ? \ ; / DECORATIVE BlA ( , ~ L~#' / - I / APPR X, FLDODWAY s ® ~
DETAIL 12-C901. ~ "\~0 ~ / (44~~RDM CREEK ~ ~i ~ ~
Y TY OF WILMINGTON AND INSTALLED BY ~ ° I , ~ \ SA C ARCHIE BLUE PLAQUE AND GRANITE ~GN BASE PROVIDED B q / ~ / CE+IVTERLINE LEF~ ~
CONTRACTOR. ' \ ? $ ' ~ ~ ~ ~ ~~80' RIGHT) ~ U ~
® CITY SUPPLIED INFORMATIONAL SIGN -CONTRACTOR TO COORDINATE INSTALLAITON WITH CITY STAFF. ,
~ r ® \ ~ 4C ~ ~ ? 4. ' ONTO DECORATIVE ~ \ ? \ ~ ~ ~ ~ ) ~
5E FURNISH AND INSTALL MUTCD AND CITY OF WILMINGTON STANDARD KEEP RIGHT' SIGN BOLTED ,t ' ~ ® \ ~f?~. " BLACK POST (2 O.D. POWER COATED BLAq< PIPE SET 3 IN GROUND AND IN CONCRETE) 30 \ ? << 4D ~ ~ ~ ~ / ® Z
t~ ' > ~ 100-YR F~UDPLAIN ~ (ELEV ~3) ~ ~ ~ ® ~
W11-2 WITH \ . ? \ ~ F FURNISH AND INSTALL MUTCD ANO CITY OF WILMINGTON STANDARD PEDESTRIAN WARNING SIGN ( 1 ~ ® 8, © i " O.D. POWER COATED BLACK PIPE SET 3' IN ~ \ \
WI6-7P SUBPLATE BOLTED ONTO DECORATIVE BLACK POST (2 \ \ F ~ ® TYP. t ~ j, N z~ 1 v GROUND AND IN CONCRETE) :2 ~ \ ? / , ~ \ ~ / / 1 / ~ ~ W
~ \ \ , A ` ~ \ ro _ RAILRO:
HT ACKSTOP FENCE- SEE SPECIFlCA110NS AND DETAIL 20 C902. ~ 2 ~ \ ® '1°;. ' .m © 30 HEIG B ~ ~ \ ~ . ~ \ :z ® ~oo ? / ~
WA1~ 5A ~ ~ . ~ M A 10 HEIGHT BACKSTOP FENCE -SEE SPECIFlCA110NS AND DETAIL 20 C902. t ~ \ ~ ® 2 , ~ / J ~ 0
® 4 '~`y \ ' ~ „ ~ ~ / ~ I ~NDRMAL HIGH/NORMAL MM ~ 'J ~ ~ " ` ; ~ ~ ~ - / / ~ ~ LDW WATER SURFACE ~ ~
' AIN NK FENCE WITH 'KEEP OUT' SIGN POSTED EVERY 100' -SEE DETAIL 20-C902. } \ 8 6 HEIGHT CH U \ ® A \ N . \ \ ~ ~ ~ W
' - TAIL 25-C903. \ \ ® \ ©4 HEIGHT METAL HANDRAILING AND FENCE SEE DE ~ \ ,,.y J ~ ~ 0 ~ ELEVATION -2,71' ~ Q
- CIFlCA110NS AND DETAIL 26-C903. ~ \ \ ~`„`iris ~ ~ i ~0' CAMA BUFFER ~~yy ~
7? ADA ACCESSIBLE PLAYGROUND MULCH WITH TIMBER EDGE SEE SPE \ C® \ ° : ; : ~ \ ~ 0® ~ \ \ \ ~ MEASURED FROM
©A ASPHALT BASKETBALL CAURT -SEE DETAIL 13-C901 AND 23-C903. \ ® \ °A°x`4°~~~° ~ ~ ~ / NORMAL HIGH WATER = Q U
\ \ \ ® \ SOFTBALL FlELD -DIRT INFlELI)/ GRASS OUTFIELD -HOME PLATE, PITCHING RUBBER AND ALL BASES TO BE \ PROPERTY LINE \ \ ® \ ~ .a. s / / / / I 50' BUA BUFFER nn
® _ N 02925. PROVIDED AND INSTALLED BY qTY SEE DETAIL 25-C903 AND SPECIFlCATION SEC110 \ \ \ ® \ 4E ~ ~`A`-b ~ ~ ' / MEASURE FROM TOP U
APPR~X, FL~~DWAY \ \ \ ® \ C REUSED SWING SET -PROVIDED BY CITY STAFF AND INSTALLED 8Y CANTRACTOR. R EK \ ® ~ \ >,:w ~ ~ / ~0.' ? / OF BANK a .t:~::
© (44 FROM C E 1 \ \ ® \
7D FURNISH AND INSTALL BASKETBALL POST AND GOAL - ST:E DETAIL 24-C903. CENTERLINE LEFT; \ \ ® e ? ~ \ D 180 RIGHT) 50 BUA BUFFER \ \ ® \
7E RE-USED PLAYGROUND EQUIPMENT -PROVIDED BY qTY STAFF AND INSTALLED BY CONTRACTOR. \ MEASURE FROM TOP \ \ ? \ o ~ ~~~~~~.x.,a / / ` t /i TOP ®F BANK -
\ OF BANK \ ~ \ i / BURNT MILL CREEK
PLAYGROUND ACCESS RAMP (12:1 MAX SLOPE) -SEE DETAIL 27-C903. \ - - >F e ® ~ 6'
_ TH 2 COATS FACTORY PAINT AND \ ~ ® TYP. ®PICNIC SHELTERS 24 X 32 METAL FRAME WITH 6 SQ METAL POSTS WI \ ® ® / V /
RAWINGS PRIOR TO CONSIRUC110N. ~ WOODEN ROOF AND ASPHALT SHINGLES -CONTRACTOR TD SUBMIT SHOP D \ \ \ / ~ ~ ~ ~ / Project No. 08042
TH 4' \ \ Vl D PICNIC TABLES. TYPICAL OF 5 STANDARD TABLES AND ONE ADA COMPLIANT TABLE WI \ "-1--- p q1Y PRO DE
® ' CLEARANCE AROUND EACH TABLE -CONTRACTOR TO INSTALL -SEE DETAIL 21-C902. \ 30 CAMA BUFFER \ ~<E /
\ MEASURED FROM CITY PROVIDED TRAM RE(~PTAq.E -CONTRACTOR TO INSTALL -SEE DETAIL 22-C902. \NORMAL HIGH WATER \ \ a~~
\ Y
® CITY PROVIDED DRINKING FOUNTAIN - Ca~ITRACTOR TO INSTALL -SEE DETAIL 16-C902. \ 6 \ ~ / V ~Qf ~ yc
9 YARD HYDRANT - TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR -SEE DETAIL 5-C905. ~ - - . _ _ ? \ ~ ;dog u~~ao; ~ ~za;
\ J'~ ~ ._.,ry'.r NORMAL HIGH/NORMAL G; a;, ~ vt
SHEET NOTES E LOW WATER SURFACE a ~ ~ w
II TO OUTSIDE FACE OF BUILDING, TO CENTERLINE, CENTER TO CENTER ON STf~PES, 13. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT ELEVATION -2,71'
1. ALL DIMENSIONS ARE IN RAD , AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED. LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER ~I ! ~ I ~ l~ ?i ~ E~~~ ll ama
SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. THE RELOCATION OF PJ ~ I, ~ ~l a
2. PROVIDE CONSTRUCTION JaNTS IN CONCRETE WALKWAYS EVERY 10 MAXIMUM WHEN WALKS ARE 10 WIDE. MATCH ANY UTILITY SERVICES REQUIRED TO COMPLETE ANY PORTION OF THESE CONSTRUCTION A roved Construction Plan .
WIDTH UNDER 10°. PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Name Date :l,l li Emm EN XXI y.. 4f .m i~f1 ~1 ~1 1: 4 ~ m v`
ONCREtE PADS AND WALKWAYS; UNLESS OTHERWISE NOTED, ARE 3000 PSI, OF 4" THICKNESS WITH 12"x12" w1.9 3C
x w1.9 WELDED WIRE FABRIC. THROUGHOUT. Planning 3yv
R ANCE WITH 18 4. CROSSWALKS SHALL BE CONSTRUCTED OF THERMOPLASTIC MATERIALS AND CONSTRUCTED IN ACCO D ASPHALT SECTION Traffic - ° -
NCDOT SPECIFlCAl10NS. CONTRACTOR TO INSTALL CROSSWALKS IN SUCH A MANNER THAT CROSSWALKS ARE ALIGNED BETWEEN HANDICAP ALKWAY ACCESS POINTS at PERPENDICULAR TO THE ROADWAY /DRIVE LANE. LEGEND
3 SHOULDER SHOULDER Fire
5. ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) AND 3 ,W
NCDOT STANDARDS. ~1 2.0% it - NEW BUILDING ° ~ ~ , , ? . . ~ e . ? ? , , DRAINAGE PLAN
TURES SHOWN BOTH UNDERGROUND AND ABOVE, ARE BASED ON A FlELD SURVEY 1 ~ 75~ ~ ~ - hw, ~r~ ti 3 6. EXISTING UTILITIES AND STRUC ~ APPROVED ,°°'°'1~' ~
IN .AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL ,,.9 a~, 1.~,~~~`~r~~f PERFORMED BY STEWART ENGINEERING, C ~ - - ~ ~ ~ ~ ~ ~ ,R.~ A XISIING U1ILITIE UNDERGROUND ONES, AND STRUCTURES AS NECESSARY TO AVOID DAMAGING OR ~ -NEW HEAVY DUTY ASPHALT -CITY LOCATE LL E S, ITY CITY OF WILMINGTON /
DESTROYING EXISTING SERVICES. TO PROVIDE ASPHALT PAVING ONLY `I L I s
7. ALL DEMOLI110N, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS TI N A A ~ -NEW LIGHT DUTY ASPHALT PATH - _ STORMWATER DISCHARGE = =
ROADSEC 0 AND SPECIFICATIONS SET FORTH AND APPROVED BY THE CITY OF WILMINGTON. THE CONTRACTOR IS RESPONSIBLI: FOR OMPONENTS PERMIT NOT REQUIRED ~~~?,0®1 ~ j(e~,bd~ h
R TION FENgNG SHALL REMAIN IN PLACE DURING CONSTRUC11ad. NTS CONTRACTOR TO PROVIDE ALL COMPONENTS OBTAINING ALL REQUIRED PERMITS. ALL TREE P OTEC
HALL BE PERFORMED IN _ ` -NEW CONCRETE CONCRETE SIDEWALKS 8. TRAFFIC CONTROLS FOR ANY UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY S IEWALKS ~~'%'~M H
MPLIANCE WITH STANDARDS OF THE NORTii CAROLINA MANUAL ON UNIFORM 1RAFFlC CONTROL DEVICES (MUTCD). C0 SIGNATURE DATE GRAPHIC SC ~~'"'Pi+saaua~``°°°
1s' ~ . -NEW GRAVEL SURFACE 9. ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOgAIED WITH ASPHALT SECTION FINAL DRAWINGS -NOT
THE PROJECT AS SET FORTH. IN THESE PLANS. For each open utility cut of 30 ° s ~ eo 120 RELEASED FOR CONSTRUCTIOI
" SHOULDER -NEW SAND SURFACE NTRACTOR SHALL MAINTAIN AN AS BUILT" SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL SHOULDER 5:~a ~e~;;. City streets, a $325 permit Project No. 08042
~.........,.n . r nnn, u ~ e srerew, r r.,eni inuni rc ~ z ~ . _"=.'S`~. eh~ll ha roni iircrl from the n__..._ e.. flT A/ 1
PIPING PRIOR TO CONCEALMENT. L)KAWINGS SHALL t%t GIVtIV Iv 11-It tnwnttrt Al RtvvLmr% nvrrr%vnw mnvvvnvv1 VIIG 11 NV .V %J-"-- 11 VI11 NIV
THE PROJECT FOR RECORD KEEPING. 2.0% 3 _,Tp - _ TREE PROTECTION FENCE 0 FC City prior to occupancy i inch = 3 30
MUST KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS 3 s I 11. THE CONTRACTOR, AT ALL TIMES, 1 M , < ~ =.~,,.<:~~~~~.~.~a, r L~;°~_• and/or project acceptance. ft. Checked By GHS Issue Date: 04.01.09
OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. LOD® - LIMIT OF DISTURBANCE
1 inch , "'301
12. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR REVIEW VIA OFFICIAL RFl ROAD SECTION C-C SITE PLAN AREA B
PROCESS. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN NTS
PERMISSION OF THE OWNER.

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HORIZONTAL- 1 "-20' Checked By GHS
Issue Date: 04.01.09
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DETAIL THIS SHEET d' _ >HEET . . , Project Na. C8042 0
POWDERCOATED OR ELECTROSTATICALLY . .......u EXISTING GRADE " s==
PAINTED FRAME AND POST w S ~p~o ...._w.~ ~ s E~;
i 4"X4"GALVANIZED WELDED WIRE FABRIC ~ ' 3 W 0 - 9i `~E, Y
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AND BOLT IN PLACE. , _
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EXISTING WATER CONTROL STRUCTURE SECTION ECTION PROFILE SCALE ~ I ,y RELFEASEDFORCIONSTRUCTIOI
VERTICAL- 1 =5 Fro;e9;t No. cso42
I I /11'] 17 P1 A I T A 1 71- C 9 n......., o., CT Al. l
Checked By GHS
Issue Date: 04.01.09
TER STRUCTURESECTION VIEW G303

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GENERAL GRADING NOTES ....L ~ noa~~,,,, y~,,~~r r , ~.,.r.~ ~.x.,ua~,sa~~aa"~x~ wuu"~~.,u...; b.....~ , .a,,_._~_a„ :.v x ~~a uvw~~u ~ nen, n. rsw i : u F u.......u.w
I F PRI R TO CONSTRUCTION.
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FlELD VERIFlED BY THE CONTRACTOR 0 IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR ..:.,.......4,, ~u ,...,...w, ..,,.F.. ~<.<. 1.J~ „ ~ a.... ~w a_ ,,,,r s~ CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER R F ANY WORK DONE DUE TO . °P' ~r a vn.:. ~ K~.w, r viS b ~ ~
NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTO OR ' A NOT BEEN GIVEN. !
P NS IF SUCH NOTIFlCATION H S E .w.W,r~a~....~:.~, W._ _-~,...~...~=x..~..... _LOO ~ ~ ~ ~ Y DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE LA o. , a e • , yr • ~ _ w „„w, a ~~!s~swss~szse~*.~c sees 1OA +~s>.~s ' .<.<ti~s w. ~ Y
TRA SHOULD BE ~ ~ ~ UNIFORMLY SPREAD OVER SEEDED AREA NATHIN 24 HOURS OF SEEDING. ~3~e° • ~ £t. w.,1 2. WHEN HAND PLANTING, MULCH (HAY ORS W) " , c . w.. ,.~.~T..
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3. DURING UNSUITABLE GROWING SEASONS, MULCH WILL 8E USED AS A TEMPORARY COVER ON SLOPES THAT ARE 4:1 OR STEEPER, MULCH WILL BE ANCHORED. f~ ~ ..,,;a f I , ~ y;i ,f 5~ y I, ~ ~ ~ ~ 5
i E 4 A FOR AN ~ y~ , ( a ~ I r i , ~
4. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON SITE. PLEASE C LL t. , I` INSPECTION. ~ i i
~ . ~ I , x _ ~ A H DEVICE IS TO BE MAINTAINED OR REPLACED IF L r' " f ~ ~
5. SEDIMENT/EROSION DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. E C ~~,3 ~ ~ v ` t ~v ~ tE11P08ARY SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE. • , a } ~ . , ~ ~ L,, IPORARY ~ ; I~ ' la ' V5IRUCTION ~.t~, ~ r
~ 3 - f , , ENTRANCE (M') J b f ~ p h 6• TRANCE (TYP) .
t t r 3 , ~ i P I iA3 . , ' / V1 A ~ ~ f~
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~ ...tis E 51 EROSION CONTROL NOTES i ~
ER REPRESENTATIVE. FlEL.D INSPECTIONS MAY REQUIRE I, ~ ~ ~ t. INSPECTOR REFERS TO NORTH CAROLINA LAND QUALITY INSPECTOR OR HIS/H ~ ~
M SORES AS DEEMED NECESSARY BY THE INSPECTOR. ~ 1_: ` / " ' ` ADDITIONAL SEDIMENTAl10N AND EROSION CONTROL EA f~ ys ; i i t, - i ~ ! i
2. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH . a ys ~ R S LAND QUALITY SECTION EROSION AND SEDIMENT CONTROL PLANNING ? ~ L ' °Y ~ ~ CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOD CE j ~ ~ t z 11 £ ~ ;x, E I ~ ~
LAND DESIGN MANUAL. } a A TH OWNER ' ' i E` ~ _ ~ e vi w ~ ~ ~ j
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL METHODS DURING CONSTRUCTION, ND E ~ _ AN ~ ALL PERMANENT EROSION CONTROL METHODS AFTER CONSTRUCTION IS COMPLETE, IF ANY i R PONSIBLE FOR MAINTAN CE `ri, IS ES ~ ~ ~ f t ~ ` , ~ j Ita ~~I ~ e~
PERMANENT METHODS ARE REQUIRED. 2f, ` ~ .;4°, 1 f 4 ~ , I 'i, , , a
HOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS OF SEEDING. ~ ~ ~ ` 3 i 4. WHEN HAND PLAN ( ~ , ( t 3 TING MULCH HAY OR STRA S , ~ \ 5. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON SLOPES THAT ARE 4:1 OR STEEPER, MULCH 3i ~ I ~ ~ I , ~
HALL BE ANCHORED. v x ~ I t 3 ~ ~ I N SITE. PLEASE CALL FOR AN „ ± " ~ ' i ; ~ ' , iw ' ~I
6. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRAD NG 0 x . _ ~ ~ a ~ ~ r ' ~s ~'v, ~
INSPECTION (NCDENR LAND QUALITY AT [phone]). ~ / „f- " ' zn A AND AFTER EACH SIGNIFlCANT RAINFALL 0.5 INCHES OR GREATER) AND s,. ° 7. INSPECT AND MAINTNN ALL EROSION CONTROL MEASURES EVERY 7 D YS ( ~ X
TAINED ON-SITE. ~ ~ f , ORTS , . RAINFALL GAUGE SHALL BE MAIN WITH INSPECTION REP , . , ~ ~ DOCUMENT ~ ~~n. ~ ~ 4 f I
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TIVITIES J;' a f , SEQUENCE OF CONSTRUCTION AC S. b z .
1. A PRE-CONSTRUC110N CONFERENCE MUST BE HELD 48 PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. ~ f''; ~ ~ :
TALL CONSTRUCTION ENTRANCE.. i°r ~r~fy ; ` t1~' 2. INS I n, f& f ~ 3. DETERMINE AND MARK LIMITS ~ DISTURBANCE. ` s' ~ - - - - ~ ? ~ z ~zQO _ - ~ i~ ~ ~ ~ ~ W w w I-
, ~ ' ~ 4. INSTALL TREE PROTECTION FENCING AND PERIMETER SILT FENCE. tL , ` _ , - i `
5 S L~f~r ~ HARVEST ANY TIMBER. _ , 6. CONSTRUCT REMAINING EROSION CONTROL MEASURES. AS REQUIRED. 1 =~4~ N~ J~ ~ J Q O ~
' P~,t Si -\w t,X ~ 1 s 4j$Sy : N r ~ f G?~f 7. TOPSOIL REMOVAL AND/OR STORAGE. _ / t,. L < ~ = W O J ` ~
z 6 a , QS ~ : f BEGIN GRADING OPERATIONS. ` `4yk 6r f (.1
` 9. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND AFTER EACH SIGNIFlCANT RAINFALL (0.5 INCHES OR r "t '~i'! 1 GREATER AND DOCUMENT 1MTH INSPECTION REPORTS. ~ £ t y t , d
) , ; , ; 90. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER. , n , , •
AND IN SEASON. FERTILIZE, WATER AND RESEED AS ' " f ti f(S~ ~/,f~ • 11. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FlNAL GRADE ` i fs tt f HAND MAINTAIN A VIGOROUS STAND OF GRASS. y + xtt4t% ~ i REQUIRED TO ESTABLIS I
M TED SEDIMENT FROM SEDIMENT ~ _ ' 12. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, (A) REMOVE ALL ACCU ULA v I ~ ~ 6
, THE SITE. B REMOVE TEMPORARY EROSION CONTROL MEASURES, SMOOTH AREA + _ xx TRAPPING MEASURES AND SPREAD EVENLY ACROSS O o/` ~ ~ ~ i L s G> ;
AND APPLY APPROPRIATE LANDSCAPE TREATMENT. !i' , x i f ~ _ ~ I . r
s r Z i s k
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e,<s SEED BED PREPARATION: _ £ Ur V ~
1. RIP THE ENTIRE AREA TO SIX INCHES DEEP. ~ ` L THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. i ~ ¢ i
2. CHISEL. COMPACTED AREAS AND SPREAD TOPS01 • AVIN SURFACE REASONABLY SMOOTH AND UNIFORM. ; ; ~ `i ~ / ; m ~ 4~ 3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LE G z
OW . CONTRACTOR TO ~ ~ ~i'= ~ 4 ~ r~4r~' ° 4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFOf~iLY AND MIX WITH S0~ (SEE MIXTURE BEL ) , , I ~ / yam: TEIN~CR74RY 9LT, Ia17CR74RY SILT
NNIN ANY SAD BED PREPARATION 1 TEST PER ACRE ~ DISTURBANCE). o° , " ft`NCE OUTtFT SUBMIT SQL ANALYSIS PRIOR TO BEGI G ( ~ ~ 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FlRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP. L ' t~~~~ \ tNCE CUTLET (TYP) ~ 7
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER QED LIGHTLY WITH SEEDING EQUIPMENT OR CULIIPACK AFTER SEEDING. : . ~ I f ~ r ~ ~ ~ ~L
* S ~Y3'L ~ ~ u 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ~ I EDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING JASON, IF POSSIBLE. IF STAND ~ , N PECT ALL SE %~f~ fft/,
6. I S I ~ s ~ THAN 60~ DAMAGED RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES. ' ` , t ~ , w SHOULD BE MORE ~ ATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. ~ ~ , ~ `
9. CONSULT SBcEC ENVIRONMENTAL ENGINEERS ON MAINTENANCE THE y ~ ~ , ~ ~ w z
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TEMPORARY SEED BED ADMIXTUR
, l\ ss i ~ ci £~S \ ~A ~v v~\ 4 r ~ ~ j ' r.
DEC. 1 -APR. 15 ~ \ ~ f _
RYE GRAIN) 120 LB/ACRE ~ "v~£ ® 0 i ~K~` ~ ~ \ ~ . 'f
_ ~ »rsyy yss~/yf ,:s xss ,r L5 f Z r \ N/ i Y \ , , Jf Sca 3 ~ f }i s. / ~s /1~ V nn f t f5/fx x' Is~i~ r nn4 y ~~~r ~ ~ a ~ yc~i~ ~f&~f f ~f ~ i` ~
1 lB ACRE t ® ~ s ~~~t 4 y(t £ r~£ L•~ GERMAN MILLET 0 / r , : ' l~ ` ; = 9'%£,,,t`t, ~ _ .1 ~ ~ ~ ~ I/s' 3f (Af r~{fr ~ sal; . ssf f ~
O~YR FLOODPL N i i ;x,s !0 #~I y y 1 t (~LEV> 8i3)', z; i s ~'SSxs, r ~
srnl AMENDMENTS: ~ \ . f~ ~ ,;I£ ~ ~ ` - ~ ~ f , ~ x... 7x ~ > ~ ~ / ~
F I TEST OR APPLY 2 000 LB ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 1, ; ~ . ~ . _,r. T ^<f ~ ~ ~ ~ , . FOLLOW RECOMMENDATIONS 0 SO L / ~ ~ ~ s \ yin RTILIZER. 1'" _ ~ ~ f y,;, ; ~~,,y~
~t dYV , s~sy~,sLq// s~, r,~£ri~ C "'i r f ~ ££~3s \s ~ /
MULCH: ~4 ~ ~£I~s~s ~ Lfi~€ 1 v R STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES _ f I£ t : ~ , ors s ~ 1 ~ j / / ,
APPLY 4,000 LB/ACRE STRAW. ANCHO • T NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. ~ r;` ti, ~ SE r { ~ ~
j1 t ~ I~ ...z!: fvS:: ; f . 9'~x' F 1 \ k f ~ 3.:a ~ £5~ ~c.,.. ~ ~N s , c /s 5, °"s, "itn ~ ~L ll a : ~ EI ~ ' ~l c , ~ ' ~ HORSESHOE 91LET ~ ~ 1 l ~ J PROTECTION (T~ A///
MAINTENANCE: v ~ t f ~ s i 4/sr v x 1 REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. ,hj o.,A J...... 3. t £/u, c. I~ ~~g4 5,:, 8 f,~x E i Ka ~ ~~~st ~ _ ,~Ii/ I ..~~-81.%1O'WX9'Til ~PPI~OX FLOODWAY ~ / s I ~ ~ CLASS.,A^~PRAP Project No. 08042 0 Div ~ e / (44 FRhM .CkEEk ~ / ~
;ss y/ is 9F g 1 > ( t 9~ ~ f~ 4 1;' \ I'' Y4~ ~f : It ' V~ ~%yC ~ i. " ~ f':, ~ 1, s ~ ~ CENTERLINE 6~FT / a 4~ ~ l? ~ ~w ~ ~ 180 RdGHTJ ~ ~ ~ i
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v, ~ s ~ ~ ~ £t ~ ~ i ~ l ~ ~ ~ 14O-YR FJ~CDPLAIN ~ a ® ~ E
wS ~ \ \ \ , ytxx 4 S 2a3=s~ 1,E ~ . a 3s y x ~,s~~il ff, s s` 3 ~ ~ 3n ~s~ss, I fps c ~ r LEN ~ x"35 ~i h. ~ ~ i s
.i: S \ \ CxYC i ',f tff S 4 C..: Y,,:, f. s.`I }1q~ ~ i:` "=b} rl;' ; 1 x s>' 4~ sssy „ _ ~ i \ A •''v.°. =t=~~~ s ~€f (s s s=sss ~fss sss,~ ~ ~ ~ ~ ~ / U~ CO W ; r 4 Sffb ~u. i f ~ ~ m x /~ff sff~ v9 J ~ / ULgTS V~ ~ ~ ~ ~ q
,c, Sr \ ~ A~/ ~4 9£ sisl£ss y,/ ZE 3i ~ fj ( " ~ ~ s / DISTURBANCE (TYP) ~ Q ~ n1 PI ~ ~ c
w am i Q ~ ~ 3~~~ 1 ~ .1,, • ~ ~ ~ ~ . ~ i ~I~RMM. HIGFVt~tMAL s d ~I ~ ~ ~1 a ~ ~ ~ o+ ~ ~ ~ I - _ ~ti... LOW WATER SURFACE ~ ~ . i .I i ~ ~ I . ~ .,t a m ~ 1-~ Y. ~ ~'x e
LEGEND \ ~ \ ` ~h£.:f ~ ~~fr~s ~ ~ ti x ~ ELEVATIO?1 -271 F
~,a v L ~ v F; ~ >at I° 3 t ~ ' ~ '~t, t ~ I=~ ~ ~ ~ m
- TREE PROTEC110N FENCE ? \ ~Oa , ` ~ \`aE1ll { ' '~PG~iAR1f 9111' , , ~ ~ > ~ ? i ~ ~ E ~
~ ~ 1 e / : / TEMPORARY SEDIMENT TRAP - ; I J ~ z
- SIt.T FENCE ' . \ \ SF , _ - AP,AP~GR' FL~DWK Y x,M \ \ ' \ ~s/~ ` ~f , f ' ~ ~ ~ SEE TABLE iHIS SHEET AND x ~ ~ DETAIL 32 pd SHEET 0904 ; g a ~ a°, ' ~ v' e 8 °
® -SILT FENCE OUTLET CENTERLINE LEFT,:, ~ ' 1 f Mir ~ / ' TOP OF BANK ~ , . ~ ~ ~ e
'180' RIGHT> , \ ~ \ . HLRNT MILL CREEK ti
HORSESHOE INLET P OTE ~ a\
L
LIMITS OF DISTURBANCE , v ~a 1 ~y~ ~ %
/ ~ , ~ ,~'4aL" / /
-CONSTRUCTION ENTRANCE .k p ~ ~ ' / / y~ .4 j,, i11111111p/
~ ~ ~ i i ~ NDTtMAI HIGH/I~RMAL 0<'~e~(~ L`A~10~/i~~~, ``ttttltNClUI/q~~/ , r,.
, LOW WATER SURFACE r' a°® ~.N'~' ~,/.~i ~Q~ ~i
~~3 "`U _ ELEVATIDi -271' ~ 0- 9 ; s ~ - a ~
A SEAL 4 ~j Uv - a wl~l
` 1~ - ® • a ~O° = =
a~° ~ ~ ~ ~ ~
SEDIMENT TRAP TABLE " ~ ` ` ' V ~ ~ ~a ~
:Bottom VVedth 31 ft.,.,,,, NO WETLANDS HAVE BEEN IDENTIFIED WITHIN THE LIMITS IIH1111t1 /lfuuuµt
tottom Length _ _ 8,1 ft ISTURBANCE FOR THIS PROJECT. DETERMINATION ;,..u.,, ~ OF D GRAPHIC SCATJE
.Surface Width 45 ft.......E PREFORMED BY STEWART ENGINEERING ; , :Surface Len th 95 ft For each open utility cut of DRAINAGE PLA Approved Construction Plan FINAL DRAWINGS -NOT so ° ~ so 100 200 RELEASED FOR CONSTRUCTI01
_ g ;,Top width si ft City streets, a $325 permit APPROVED Name Date
;To Len th 101 ft ` ,,..,.,p g f shall be required from the CITY OF WILMINGTON Project No. 08042
Planninn n.. nT Ai 1
Stone Outlet Widtf w n ; uny prior to occupancy IN FEET ) urawn vy %71/MU
Outlet Sideslopes 3 1 - and/or ject acce tanc T® e. - TAL DISTURBED AREA - 6.3 AC pro p STORMWATER DISCHARGE Tr Traffic 1 inch = 50 fL Checked By GHS
Storage Depth 3.5 ft PERMIT NOT REQUIRED
Dam Height 5 ft ENTIRE SITE Fii Fire Issue Date: 04.01.09
Sideslo es 2 ,i 1 inch
SIGNATURE DATE EROSION CONTROL

, /3~3 ~ ~ t.r ~ ~
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KEYNOTE . , r-~~ ~ ' ~ - r„~ _ , „ ~ , , ~ ....:»v ip,..i1d.3 .,l;R'SJ,.(,. ~ n..n.E . ".w ..w.ti: v - ^w s ' N~
- MPORARY SEEDING AND `r~ CONTRA XI 11NG W TER ALL DISTURBED AREAS SEE. SHEET C400 FOR TE ~ ~ E S A ? s CONTROL TC 18.58 ~MONUMEN`
SHEETS L100 AND 1101 FOR PERMANENT SEEDING. j MONUMENT MATER i 184413. BC 18.0 „w ~
- ' 11.3882 N 1 " . .....m., -SEE „~..,u , ,~u.~„u,., ~...;~.w.~,„,~~ ~ , ....:.a».. w_ ~ _.....m., s~.....~w .~~e ~I. ~~_~m~_~, € 232320
?2 FURNISH AND INSTALL 12 RCP WITH FLARED END SEC110NS BOTH ENDS ,~.~ru,. , ; ~ c . ~z.,.. ~ E 2~2~0~~.2~`05 ~ 3. DETAILS 1 AND 2-C904. 1. i 20 X 70 SIGHT TRIANGLE PER^ . ~M
" END SECTIONS BOTH ENDS - M.E. ~ .~~U~a~.~, _m ~„~~~_~~m~ »Cl~( t}F 4Nl.~tl ~ 6~L- Kai,, <n~ gs>~ FURNISH AND INSTALL 2 12 RCP PIPES WITH FLARED " __m.:. v
w 2A m_,:~ ~ ~ . ~ SEE DETAILS 1 AND 2 C90 .,.,.»_m. y "`S t5 ~ off 4S t ':4~~ L ! ff.. an'.: S .R ,3'. ~a1 SR LL » ...................~.~..+...+..........w........................,.......mow-. +ti fiLY
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. fa ~ » ,,..o ~~t1v' a~ a S x~ 3/"kl a+~~ ~4. ,.x~f .w- 'm 16*'1 FUI~VISH AND INSTALL. 2 18" RCP PIPES WITH FLARED END SECTIONS BOTH ENDS - ~ „ /~fc ~ h SEE DETAILS 1 AND 2-0904. ~ ~ s ~f ~ ' ~~a y~ 1 , ~ , ` , . ~ s 11 t,.. 1 , ~ . ' t...~. .
_ „ ~ ° ~ liS ~y ......M _ r,.. 180
~ 1 ~ 7S 1T:25~ 5, y~ _ 1" tl'PE K COPPER w ~
~ y q„3 :i l+ a a# : 9< j„> E ~ aa`= >v ~ i pia ~ ''o o , I ::'t i ;
LEGEND ,5, € I~~ z~£ , ~ £s ~ 18.83. ~ ~ ~ $ coNNEc . a.~ ~ ~ ~ ° ~a,~~ >'s~y~~ CONNECT PROPOSED SERVICE 17 1
~ f, ~~£f= =s,~= TO EXIS ~ syrsis ~i~ri~''~£Izs,z TO EXISTING METER - ~ , I
W -NEW 1" COPPER WATER LINE ~~Y sf£ It f . , q ~ , ,,r EXIS1TNt CONTRACTOR TO FIELD VERIFY 1725 F ; S17~5
s ~ t=~ o a _ EXISTING METER SIZE PRIOR TO ~ h ~ ~ INSTALLAl10N i a` 1 ~ 1 3 ~
-NEW 4 PVC SANITARY SEWER LINE ~ o INSTALL \a£:: o i f a. DRINKING FOUN IN ~ !`~g ' ~ ; ;
4~£ t=~ ~ ~ -WATER VALVE ' y~ % ~ y,~~ ' '~s % d -SEE SHEET C 0 ~ ; ; ~ 1 ;
, y~; ~ I
25 -PROPOSED CONTOUR ` ; , . f 17;12 € ~ » ~ ~ 18.20 18 EI~_ ~
~ ~ " ~ 3
" -EXISTING CONTOUR PARK PROPERTY 1 ~ £s s~,% £ftx . ~ x" ~
LINE 1 sfs f INV. ?1
'F 34.50 PROPO~D SPOT ELEVATION I~~I; f 1 , ; , 1 ~ 13.75 . ^ 15 AB 1 ° DCVA IN 661 ~ ~ ABOVE-GRADE Q~~. , ~ a~ `
5 2 1 I IN; M.E.G. -MATCH EXISTING GRADE ` INSULATED p n p
~ 15.95 EN 1 ENCLOSURE
€ £ - ' J
€ ~ III ~ ~ 16.65 o_ : ` 5 ~ ~ z
' _ s , ; w ~ ..v ' STORM NOTES 16.55 ~ U
~ _ N NSTRUC110N OF STORM DRAINAGE FAgUTiES SHALL t Y DEMOLITION, AND SUBSEQUE T CO a ~ ~ i ~ ~
AT THE OLD PIPE AND STRUCTURES ARE i `F~... I BE PERFORMED IN SUCH A MANNER TH
LATELY PUT INTO SERVICE. ~ - HP € w REMOVED AND NEW STRUCTURES AND PIPING ARE IMMED j;:; ' E ~ , ; CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE DOES NOT REMAIN OUT OF F, ~~6y~ ~,9 15.80 0 ~y. :s' i " ~ ~ ~
. PROVISIONS SHALL BE MADE TO { ~ ' ~ F LONGER THAN 12 HOURS AT A TIME ; £ I SERVICE OR , sr ~sf $4~y ; ~ ~ p Z~
A DURING CONSTRUCTION. 0 sf~ sy ~f f f MAINTAIN STORM WATER DRAIN GE ® s~£ },ci Fsssjs£ ^`1 tp i~,, i"3 y~0 k ~ ~ I< ''t > F- Q z
k ~ ~ o ES ~ ' ' GENERAL GRADING NOT „9, ' I` ~,I'~~ ~ z 0 ~,6 ? w w ~ i-
' I inE JU
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFlED BY t' F~a y I a s THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ~ : ~`A i i::~ _ ~ it ~ ~ U p z
CONSTRUCTION MANAGER IF ANY DISCREPANgES EXIST.PRIOR TO PROCEEDING WITH I ~ ~9,x ;t, °C a~ ~r, ~QU~ f I ~ 3 ~ ooao,~
CONSTRUC110N FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA ~ s a ~ i ' „ : ~ , 1 £ A TOR FOR ANY WORK DONE DUE TO ~ - ~ 4,~ ~f f ;t COMPENSATION SHALL BE PAID TO CONTR C ' i.
DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOT1FlCAl10N - a I % S, " r . _ # 0 a0~~
HAS NOT BEEN GIVEN. y r`
2. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD € ,,~,w ,y ~ E~~ ~ `tom.
H RS OF SEEDING. ,m»~~ , ~y ~nfl~£, ff ~ 41NV. OVER SEEDED AREA WITHIN 24 OU ~ M ~~s ~ - ££~~I==~~s=~ ; f ~ 12.65 €
AS A TEMPORARY ~ ` ~ ~~~y4s4` r ~s~ 3. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED o ~ 1-
COVER ON SLOPES THAT ARE 4:1 OR STEEPER, MULCH WILL BE ANCHORED. "~~s, ' ~ ` ' ` ` - ~ / 15.60 j t s: ~ W
` ~ ~ ~ i ~s x~ € 4. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED ~ W 4 ~ ~ ~a ~
N. t , y ~ 15.00 PRIOR TO ANY GRADING ON SITE. PLEASE CALL FOR AN INSPECTIO ~ ££~s ~ £ ~ 3 INV IN 8.50 EJ IN 8.50 ~.~,...M..___. J
I ? 3£~zs=~£~",, 15.40 5. SEDIMENT/ERO~ON DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH
ATTON HAS 0 ,~r DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMUL _ ` .,.m . r ~
EA HALF THE CAPACITY OF THE DEVICE. f 1? R giED ONE ~ _ - 15.72 .M - - ~ LL
_.....,....:..,.~....._w. , 4 Q v ~ ® ~ ~ ( W
i s a ,~»..a..:-µ,..,m....~...».:~,x.. ;sa 3si££ , t x ,f UTILITY NOTES ~ ' DRINKING FOUNTAIN.. a~ f ~
-,..SEE SHEET C300 ~=~:;~s = s~ € i. All SEWER COI~RUCTKIN METHODS AND MATERIALS SHWL ~ IN ACCORDANCE W(tll TLE l ff: g:: a a , 13 4 j a, ` t y~ ~ ~ ~ h ~ Z
STANDARDS AND REQUIREMENTS OF CAPE FEAR PUBt1C UtTLTIY AUTHORBY, CiTY OF Y1ILMINGiON, AND THE `
STATE OF GiROIJNa ~ ~ ~ I , ` EAN OUT - t, ~ , . ~ CL 4: £ ti>. f3. fit. „ , ~f y s s LEAN OUT - ~ Y '~F V
LOCATKIN szE AND ~ ~ ~ r~~ ~ TOP FLUSH WI 2. THE CONTRACTOR IS RESPONSNLE FOR FlELD VERIFIING THE ACTUAL AND EXACT Q Q OP FLUSH WITH ~ _ O ~ , Y3~
NECTION ~ USE t ~ k ~ a ff 0 PROP GRADE ' MATERW. COMPOSI110N OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CON ` ~ , ~ ~ ~ ~ ~ ~ a ~ ` ~~4 ` ~ 15.00 15.52 G ; ' ~ ROP GRADE - ® r IV 9.10 ® ~ ~ ~ W
ON THIS PROJECT. E1,EVATIONS OF MIMES ARE aVETI Tn THE EXTENT OF INFORMATION AVNUiBLE. WHETS ~ ;t j 5 ~ £ ~ INV 9.1 ElEYA110rIS ARE NOT GNEN AT POINTS OF DfN11NG UtilR1ES CROSSINGS, SUCH ELEVAITONS SHAD. ~ ~ ; , ' ~ . LODE--®-_--~ t
ARE EXPOSED } ~ ' ' ` ya = ~ ° DETERMINED BY THE CONTRACTOR AND REPORTED TO THE ENGINEER. WHEN UNKI~WN LINES ' : x== 1 =~~f ~ 1 v. y ~ ~~.r~$ J ~ ~ o
THEIR LOCATION AND ELEVATION SWp.I. LKEWISE ~ REPORTED TO THE ENgNEER. . f s f : PROPERTY~.INE ~ ~
£ Yf 4 3. THE CONTRACTOR N RESPONSIR.E FOR OBTAINNG ALL (SQUIRED PERMTPS. ~ + t`i J'! s`4 „ s.,. f .
f " 4. EXISTING UT~iFS AID STRUCTURES SHOWN, BOTH I~IDERGROUND AND ABOVE, ARE BASED ON A ~ -o ~ , . , ~ ~x a ` ~ ~ ~
t, ~ ' LOCATE All D(BIING / ~ N ~ _ ` 3 € ~ ` z.> / FlELD SURVEY AND TLE BEST AVAILABLE RECORD DRAWINGS. THE tX)NiRA;CTOR SIWL , ~ ®.e t~ ; a ~ y y s 1. , ` W ~
=xi r xz ~ - r l AS NECESSARI' TO ACID DAMApNG OR DE51ROY1NG ; 1 f UTILTRES, UI~ERgiOUND ONES, AND S1Rl~1lRtES ? / ~V1C7~Y~ ~AI~ 'i a /,A.... „.,T.. ~'o, aj a s t ~y4 ~ £ y' ~ n1i~.xs ~ , GMJI"W SER~NES. Ma a - ~ 4. f , x A. = i 4Sf: i,i s I LL. ~
~ 8 ~ ~ ` sy5y as ~iy~ z'~y?~ b s c ~ ~2 ~ r£s ss is s' ` Q
. ~ I 5. CONTRACTOR SiN.L FlELD VERi~Y 1HE DEPTH OF UN~Rf,ROUND ELECTRICAL TO ENSURE ADEQUATE ` `
CLFARAt~ES FOR CONSIRUCibN. IF ANY CONSIRUCTKXd SHALL IMPACT ELECTRICAL. ONES AND/OR ~ sr:Il~s4~% £f 4 f~~ s ` s~ ~ THE APPROPRIATE 1lDLTIY PROVIDER TO HAVE llTILl11ES ® ~ ~b c ~ f £ f ' f s ~ f;" :t. „ STRUCNRES, CONTRACTOR SHNJ. CONTACT ,
AND TELEPHONE DUCT LOCATIONS ARE , ~ a 3 ~;I'~i~ f ~ ' f f` s~ y, RELOCATED. LOCATION AND SIZE ~ L~FRGROUND ELECTRICAL ~[1 ~ WILMINGTON FOR FlELD LOCATION OF ` yy V
VERIFY BY CONTACTING Cn1' ~ ~ ' ~~%y~~ ~~~~I£ ' : ` ~ ~ APPROXIMATE. THE CONTRACTOR SFWL R SWiU. ~ THE RESPOt~BIItY OF THE ' ° _ - ONSIRUCiKXV. IN ADDITbN = s~ 4 ~ ~ a _ f a i z YARD HYDRANT DUCTS AND LXXVDIAT BEFORE C , i £ k~y; y a y s s ~I~£ s~ ys, ~ t~ IYDRANT -
CONTRACTOR TO CONTACT ULOCO FOR SUBSURFACE UnLm LOCATIONS AND MARKNG AT tL:aST 48 HOURS f, ~ < £xf ~ = SEE SHEET C3t}0 ~ ® ~r > i= 3 (xi^f £3£z£$~y : £ £ s l ass,, ~ r EET C300 ~ F ,tt Y'
PRIOR TO DIGGING. ff+££ F~ s y£ y r ~ a, f ~7 1 ~ ® ' a~~ 7 ~y ~1±?~:., y z y gyps" *it ,p~~ VYY
l ; ~ a .tf £ y sf4~ 6. MANHOLES LOCATED IN PAVEMENT CONCRETE OR OTHER TRAFFlCffED AREAS SHAH ~ SEi AT (MADE. pp mf :,a ~fy£~£y i z fs£f~ a ;Z
/Y\W SIY1LL TTAVE THOR RIMS IVfSED JIXg~ , fr rsf ,.i', MANHOLES LOCATED IN OTHER AfEAS (I.E. GRASS OR WOODED ) ' s y 1~ ' 1 N GRADE. MANHOLES SUBJECT 10 POSSIBLE WATER INFlLIRATION SHAH xs~~~~ "'y ~ f ~ INCHES ABOVE 1~ SURROU fDCNG
TED LIDS. st 'd'1;, ~ ssrt~~ i ~a~~S HAVE WATERTIGHT BOL S y E ~ _ _ ~ _ ` 1 fi ~I i
, ' is ~ ~€€~Iyy~~ s £s. s,, i s£ ~ r'',x s ys P UG AT 1HE FlRST + , f£ ~,x sl £ £ s~ yy`~-~ E
1, SEWER ONES TINDER COIISTRUC110N SHALL 8E PLUGGED WTM A MECHANICAL L ~ ~ ~y „xs s s f~ , 1300 " , , IN 1HE OUTLET 0 , ~ Iff;~~ 3 f ~s£ MANHOLE UPSTREAM FROM THE PANT OF COI~IEC110N. PLUG SHN.I BE PLACED ` 4 f~ 'Try ~ s~, ~ r 3f~#Is£': ' i Project No. C8042 o z
CABLE. PLUG SHN1 REMNN IN PLACE UNTIL ACCEPTANCE OF zs ''yes ~ . CONNECTION AND SEgX2ED WIM STEEL , ; ::'~a~s ~ NOT BE ALLOWED TO ENTER THE PUBLIC , r £'r,',,f ' j I. ~
r sf uNES. WATER, STONE, L>IRT oR ANY OTHER DENIIS Swul 12.90 R AT ANY OTHER TIME. CONSTRUCTION TAKII~ ' ~ f:: E ~xx SANITARY SEINER SYSTEM DINING FLUSHING OPERATIONS 0 ' ~ <I W 3
PLACE IN THE VICNIII' OF ANY EXISTING PUBLIC SEWER ONES OR MANHOLES SWMLL ITT CAUSE ANY ~ ~ . ~ ~ a a~ ~ W O C 3 E rnE
NFLOW OF SURFACE WA1ER OR DEBRIS TO ENTER THE PUNJC SAN(fARY SEWER SYSTEM. EXISTING ? t,t t / ~ X ?1 ;f•_-.~... : s ~ MIAtBK)LES LOCATED IN CONSiRUCiKiN St1ES ARE TO REAWN ACCESSBIE AT ALL TIMES. THE OWNER J nON~
AND OR CONTRACTat SHNl BE RESPOTISIBI.E FOR ANY DMIMIES INCURRED TO THE PUBLIC SANITARY v ' ® ; oZOO3 a
OF WATER QUALliY , . R SYSTEM AND ANY Fl~ IMPOSED BY THE STATE OF NORTH CAROLINA DMSION TIFIED WITHIN THE LIMITS ?z,=f~=~4%'%~'=`y ~ 11 DUE TO SEWER DAMAGE. NO WETLANDS HAVE BEEN IDEN ~ a« ~ r. ~ ~ ~,©a,~M~~ a ~5
t ( ~ u.~~"NN tee> 1 I~ . I!~ i! N7 ;
IN PAVEMENT AREAS SHN.L BE CONSTRUCTED USING OF DISTURBANCE FOR THIS PROJECT. DETERMINATION 8. SANITARY SEWER CLEAN-OUTS LOCATED ~1 ji j du1 ~a~FLL ~ E
HEAVY-OUIY TRAFFIC BEARING CASTBIGS. SPACE ClFANOUTS AT 15 FEfT MAXbIUM. LOCATE CLFNfOUTS AT PREFORMED BY STEWART ENGINEERING All VERTICAi. AND NORIZONTAL CHANGES OF DIRECTION. ALL SANITARY SEWER ONES HAVE THE FaJ.OWNG
MINIMUM SLOPES. v. ~~~~a
4' DIP SEWER = 2.00 X 6" DIP SEWER SERUK;E = 1.00 X
de's j 1E~ ~ ~~~~3 e, , r'~t€°^q~e.... r a ego
9. N.I. SANfTARY SEWER CONSTRUCTION INDICATED BY THESE PLANS IS PRNATE. S~~ E E o
10. CONTRACTOR SHAD. MNNTAN AN °AS BUIL1° SET OF DRAWINGS TO RECORD THE ACTUAL. LOCATION OF 7' _a YE ~ a ha
ALL PIPING PRIOR TO CONCEAUIENT. DRAWINGS SHALL ~ GNEN TO THE OWNER UPON COMPLETION ~ x ~y~~ yam ~ c i
THE P(~JECI' WiTH A COPY OF THE 1RANSMRTAL IERER TO 1HE ENGINEfRR. 3 1 1 3 ~ ~
Y EPARATION DESIGN NOTES PROPOSED UTILIT S - 10-YR FLOW DEPTH = 0.75'
SFPARA110N OF SEWERS (SANITARY AND STORMI AND WATER MAINS - 10-YR VELOCITY = 1.25 f/s ~_n1 tl^A~O~ °t't®tau111BrlfrrB°
1. WATER MANS SHALL BE LAID AT LEAST 10 FEET HINiIZONTALY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDTIONS OR BARRIERS PREVENT A 10-FOOT HORIZONTAL SEPARATION IN
WHICH casE; SWALE CROSS SECTION A-A
A. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WiTH THE ELEVATION OF THE BOTTOM OF NTS THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER; OR Approved Construction Plan ;'®®~o~~~~' N"•tiy9 °°°'°°o~~~ ° '
B. 1HE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN ® SEAL _ Name Date ° ® _
LOCATED AT ONE SIDE OF A BENCH OF UNaSTUR~D EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP TO THE SEWER. :O° Planning ' NGINE~ , °~.b t r:
2. gtOSSING A WATER MAIN OVER A SEWER. WHENEVDt IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN MALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM 6' Traffic ~e°: M E e,, ........~°5
~ THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL ~1
CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION, IN WHICH CASE BOTH THE 1 Fire °0°Ifll80littt°` °°°J°r~IrrHertl4`t~°eo oy;dt,oq
WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE ~ 10 FEET ON EACH SIDE ~ 1HE 3 DRAINAGE PLAN 1~ +N GRAPHIC SCAILE FINAL DRAWINGS -NOT.
POINT OF CROSSING. ~1 DESIGN NOTES APPROVED For each open utility cut of ~ u ~ ~ 120 RELEASED FOR CONSTRUCTI01
3. ptOSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO - 10-YR FLOW DEPTH = 1.0' CITY OF WILMINGTON iN City streets, a $325 permit Project No. C8042
nnnnn ,n,nrn ~ erueo enr., tur WA'irD I/AIIJ AAIn TIY CCWCD WAIL DC rrwcmurtcn tK _ sn_YD UFInriN = ~ St f/s n__..._ n.. °~T Al I
bRVJ.7 URULR N .7L11LR1 DV117 IFIL. nnlO" M"ll m1w n•~ w.nl.. .n rx.w .v .ww...... • - FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF b shall be required from the i ' UIUWFI °y %71/MW
10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE STORMWATER DISCHARGE ,RGE City prior to occupancy ( IN FEET ) Checked By GHS
CENTERED AT THE POINT OF CROSSING. ED and/or project acceptance. 1 inch = 30 M Issue Date: 04.01.09
SWALE CROSS SECTION S-S PERMIT NOT REQUIRED
SEPARATION OF SANITARY SEWERS AND STORM SEWERS NTS
1. A 24" VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER LINES OR 807H THE SANITARY AND THE STORM LIES SHALL BE CONSTRUCTED OF FERROUS SIGNATURE DATE DATE 1 inch GRADING, UTILITY D "50 DRAINAGE L - AREA A 0
MATERIALS.

. ~
® £ls s
~ 1 a
KEYNOTE d~ ' ~ ,
r
I REED AREAS -SEE SHEET C400 FOR TEMPORARY SEEDING AND ® Q SEED ALL D SN
SHEETS L100 AND L101 FOR PERMANENT SEEDING. ' £~£€§t "7`~ 199 t f, ~ a, ~s~ __0 _ ~ ~ ,~s ~
° TH ENDS -SEE st ` ~ ~ ` , 2 FURNISH AND INSTALL 12 RCP WITH FLARED END SECTIONS 80 '
DETAILS 1 AND 2-C904. ~S; / ~ s, ~ti ~ tit ~ 3 s,
RCP PIPES WITH FLARED END SECTIONS BOTH ENDS - ' , 12 FURNISH AND INSTALL (2) ' . r. c
SEE DETAILS 1 AND 2-0904. 1 _ . ~ .x=~~`~€~, y; ~ 11 ` _ ® y.,/. ~fi ( •N~
T 2 18" RCP PIPES WITH FLARED END SECTIONS BOTH ENDS - ~ , sf, j a ® FURNISH AND INS ALL O ® ~£I~~°,s; y o
SEE DETAILS 1 AND 2-C904. B sys y F,~r ss f, ; N
S 13 ~i'~ 12.60 .p - ~ ~,ds y l ~ t1
3 FURNISH AND INSTALL CURLED MAT LINER FOR BOTTOM OF SWALE AND XFOOT aj t s fff£ =f; ~ FROM ELEVATION 6 TO SWALE OUTLET. ~ ,~;~;>fir££ ~ : ® ' ELEVATION UP SIDE SLOPES, ~ , z s _ ~ 12.50
LEGEND I :
~i , `suit' Zzr=' =Issl.. iN -NEW 1 COPPER WATER LINE " ' ` {3s€ ri= s 3 €s s
- 4° PVC SANITARY SEWER LINE `:1 , ~ ~,L ' =,3 r~~==tf~ SS-- NEW ~ ~ ~ s ~ ~if%tr s`s~~
, , s~ ^x i r'"~ ~ ~~hxy~~~y~t i au - ( 5 (n~~`
WATER VALVE , , „ass ~ s ~~rw..r f` ~j>~.
~r , e i£= ~ , • ;f ~4
Y5 -PROPOSED CONTOUR ' ~ ; ' ' <f r , " r s~ O , d
s i, `3 ® r £ss f ~ S ' f i 9 4s6 ter s'. ~r , a . ~r
. _ - EXISTING CONTOUR ~ 1 ~ ~~5(g~~y~g, 'f$y 1.69 Q "Sf~y 2,~ ` ~s S ~S4G '~~4 a • ,.a
6 ~t £ • ~ ~ R
-1- 34.50 PROPO~D SPOT ELEVATION a ® ~ °~4 ~ S f rt, i ~ 0 € , x h~~~ , :11.50
M.E.G. MATCH EXISTING GRADE : ~ ! L ~'f£L~ff,~ ;
3rz D ss f 4 .S, `'4 A
't i ` ~ 'A ~'D 57~ V t u
f ~ ~ r% s s R$~ns s ~ ~ ;x~' ~s f~ ' i~ 1 ~ rri~rg sr £
` ~ ~ ~ _ ~~,~rfs`z STORM NOTES 1 ff~~x ` ~ ~ ~ ~
DEMOLI110N AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL ~ ~ ` ~ s , a ' ~ 4~ 10.50
PPE ? ~ s , I s~ AND STRUCTURES ARE `1 ~ ` BE PERFORMED IN SUCH A MANNER THAT THE OLD • TNT SERVICE. ~ ! ~ flf,y~ ~ W ~ ® ~ 0' U
REMOVED AND NEW STRUCTURES AND PIPING ARE IMMEDIATELY PUT 0 i ~f ~ ssyi 'INV. , , CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE DOES NOT REMAIN OUT OF , i; ~ ~ • ® ~ s ~ yG ~ _
,t ~ ~ F ONGER THAN 12 HOURS AT A TIME. PROVISIONS SHAD. BE MADE TO 3', ` ® 8'5O' s1~ SERVICE OR L ~ , a , ` 11.40 2A , ao • ® ~ W Q Z ~i fl~i f..: ® U
MAINTAIN STORM WATER DRAINAGE DURING CONSTRUC110N. , , , x r ~ € £ 'i£,, " ? ! ~r=r£„~, INV. dog ~ r ~~f ~4 £ !N
- 1 't i = i ` ~I~i L'', ££s§ s~s, ..ix =zx:a _ s GENERAL GRADING NOTES , , , ` fl, 'y> f ~W~Q
,d 1 RA ES SHOWN ON THE PLANS SHALL BE FIELD VERIFlED BY ~ ® `Yf y, # y r 1 ` Lzf r ~`"~c ,y , 1. ALL DIMENSIONS AND G D r~ ~ s ~ ' Y z ,
s TF~ CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALT. NOTIFY ~ ,,1 ® u x G 4 ~ •~i s 's. /y~ys sY ~ 11,20 yyca~ f i l s i s a ~ ~ O H
X T PRIM TO PROCEEDING WITH _ ~ ; , : ~ = s ~ CONSTRUCTION MANAGER IF ANY DISCREPANCIES E IS 100~YR FLQODPLAII~ _ ® ? , i':~ =ff ; f4~ t'4, 4~ ` x::=, _ „ , R N CESSARY PLAN OR GRADE CHANGES. NO EX1RA J U C,', F S f 3
CONSTRUCTION FO E `1 ? ® 1 €.=;'i fir=f jys ~S ' (ELEV` 8 3)s ~ ~ , COMPENSATION SHALL BE PAID 1'0 CONTRACTOR FOR ANY WORK DONE DUE TO ~ ~Y ® r . J Y ? / . 11.10 ' ~ p _WN~
;f; ' DIMENSIONS OR GRADES SHOWN INCORRECTLY ON 1HESE PLANS IF SUCH NOTIFICATION ti ~1 ~ Q. O a ti I~ ,
HAS NOT BEEN (OVEN. , . ~ 9.50 3~~ ' S~k r £i;fff~~`' N s a
s 9.72 ~ s~ ~ r rr Y SPREAD ( ~ _ y f fi~ s r; s ' 2. WHEN HAND PLANTING, MULCH NAY OR STRA`•w~t SHOULD BE UNIFORML , ` , 1 ,'t, a. 1. '.3 i==~'~ !4/, fly ` Sf'f' : j aY
R SEEDED AREA WITHIN 24 HOURS OF SEEDING. • f ~ ~=.r f ss OVE , ' I , >I ` ` f' 1 yes ~ ~
E USED AS A TEMPORARY ` ; _ ~ `f x 10.00 F4 . ; 3. DURING UNSUITABLE GROWING SEASONS, MULCH WILL B _ . £s u.
H WILL BE ANCHORED. ~ ~ t ~ ~ • , ~ ~ ' , s~` ~ ~ s COVER ON SLOPES THAT ARE 4:1 OR STEEPER, MULC ~ ~ ~ s f:: x~ s ~ >~s~ ~ ~f~ ~hfii r S~ t f ~ f z
A D AND INSPECTED ~ ~ • \ Et' ~ ~ ~'x ~ ~ ~~y f p 4. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INST LLE } t ~ ~ i£i l)i£ys~~ riy'~ £s £x?'£ 8 s ~ >£s xss~~~ #
PRI R TO ANY GRADING ON SITE. PLEASE CALL FOR AN INSPEC110N. • f£ ~ y .,:r~. ,,,r € r , ~u : 0 t , f ~ sys::, ~ s , ~ ` y, `Y \'r,`> s f~£ y, ss : ss '3£ Lf~ r ~ 3~ s£s s F r s, s s~l 5 ~ffs u ~ ~kSi x ff ~£ff'f yes ~ /
£3 £y uyf€ 3 4 " t 3 jr£rr = F~ , 5. SEDIMENT ROSION DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH : ~ \ 4 'y' ~ ; f s y ~ , ~
MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS " ` ` ` DEVICE IS TO BE ~ a~~~~y . ~ • ~ ` f~, ~ y , 9 £
REACHED ONE HALF THE CAPACITY ~ THE DEVICE. ~ i ~ n~fi]~'Y~~h ` ~ 610 ' i 7 n _ ~.~~~6LX10WX9 Th / ~APPR~.~( FLOQ11WAy~" ~ .
~ INV s~fr r ~ ~ , , ~ s Y ® CLASS ,.A RIPRAP . ° U sus ~ 6.20 .66~ ~ (44/FROM .CI?E~K ~ / ; ~ V z m
UTILITY NOTES ~ , ~ ~ 4 ~ "i~ ~ 8.34 r,i~~s s CENTERLINE LI:"FT :
~;;~s~ a``~~ ~ ~ ~3 8,81 i MEDIODS AND MATET~AI.S SFWI BE IN ACCORDANCE WTM THE ~ E t: E_° ~ ~ ~ , f f ~~s.: 1. ALT. SEWER CONS1RUCf10N \ ~r ~ . s'£x s., ` ' ~ ~ ixs; 0 •~~80' RIGHT ® ~ o ~ ~
'yr STANDARDS AND REQUIRE'I~N'f5 OF CAPE FEAR PUS UBLRY AUMORI'IY, CiTY OF WRMINGfON, MID TI1E , • \ \ RX€ £ ~ I ~ ~ s' z ' Y ~ ~ / ~ ~
STATE OF NORM CAROLINA. q,y, f \ r0 \ : ' . y+i r ~`~~15 ` , ~ r£ £ ~ r ~ t '`r t sy' A x r A ss'. ,~...1*ya ~ 't s ~~t A ~V A '„~/t is; ~ ~a9i~ s k s~zx£ify~', ytrs €£i ~ f
LE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND d \ ~ vv~ ~ V "~~r'~'r' 3't' 4 ~ sy~ r££ b''~°~`~fl~ ~ ~ 2. 1HE CONTRACTOR IS RESPONSIB £ ~ ; r~ \ ~ \ ~ h "s , , ,~=z 4 V ' 2 2 ~
MATERIAL. COMPOS<IiON OF ANY EXIS1NrG WATER OR SEWER SERVICE ~tOPOS® FOR CONNECTION OR l~ ~~t ; , \ T \ ® \ € _ ,f~sy ~ r rss~rji r,r, frr ft, ~~;ff„ IN. y A S OF U11L111ES ARE GNEN TO THE EXTENT OF INFORMATION AYNLA~E. WHERE e~~ v ~ ~,~v\ ® ~ ~ ~ ~ shy s< ~ ~ ~s~> rs r s ~ " sf f~ , 70 fsly,y ON THE PROJECL ELEV TION ° ~ ~ r: r ` „ INV. 108-YR,._.F 017PLAIN ~ ss`if~ y i,sfl~ ~ .05 / ~ .~ELEV ~S> ~ ~ W f t rr tY ~3
ELEVATIONS ARE NOT GNEN AT PANTS OF IXISIING UIiImES CROSSINGS, SUCH ELEVATIONS ~+LI BE ~ \ . ,r.`I sss s rl~ . ® ~ f
y \ 9,1, r~ '8.44"; r£I~' G~yi DETERfWNm BY iIIE CONTRACTOR AND REPORTED TO TI# ENG14':ER. WHEN UNKNOWN ONES ATE EI(P05ED, A110N SW~IJ. LIKLIWSE BE REPORTED TO THE ENGINEER. ~ \ ~ ~y s „ THEIR LOCATION MID ELEV ~ ~ ~ 3. a, A a ~ rtsfsu r 1F',~£`G~Y~f&Yf~ Yi issS ii . 1., ~ ~ ~ 3, / ~y ~ ~ s ~f /~y ss~f isl Ui y~ iv!~~£ ~ 1 ~ ~I w, : ss~~ w~ ~ ~ c
i~ ~'S e , ~ -,,a b,~. a~ ~ R~ tst.. A ® ~ cs,~ i ts~, .r r <if fs£y~i ~ r . , , 1 ..1 ~ \ \ \ r ; t'4 3s £ ~ ~ x s,,, £ta risu,, ry~ / / ~G C4 n -1I 4 / I
4 6t Af t}} 3. i~ CONTRACTOR IS RE~ONSIBLE FOR 08TAIMNG ALl REQURED PERMTfS. ' • e Fi 2x:.,,, 4 ~ i \ ~ A\ ~ 4 su£~ s iff yea ' t'3 i9~ ~s1, i ~ I "'n < ~ £a ss ~s $Q as ~
ND AND ABOVE ARE BASED ON A \ ? y~~ ~ 4. EXIS1ING UTILTDES AND STRUCNRES SHOWN, 80TH UNDERgtOU , ~ \ ~ ~ , ~ _ ~
INt SHALL LOCALE ALL EXLSTING A vv ~r°; ~;~,fs, r s:;i>s, ' £ £I`~F FlF1D SIMtVEY AND THE ~S'T AYAftABI.E RECORD DRAWWGS.IHE CONiRACT ' R AS NECESSARY TO AVOID DAMA(ANG at DESTROYING ' \ ` ~ f ~ r , ffff ` _ f ~ / / ' ` ~ ; ~ NORMAL HIGH/NORMAL
U11LtRES, UNDER('ROIA=ID ONES, AND STRIX;N ES , \ ''h~ Y„ ,;.'8:24,: ' ~~r~ f£ ~,',s f , , xy EXISRNG SERNCES. ~ \ ~fr c I~,I _ f = f ' ~9.~8 t o LOW WATER SURFACE W Q
0,~0 ~ , ELEVATION - J1 ~ ~ Q
5. CONtRI~'TOR SHAH FlF1D VERIFY THE DEPTH OF UNDERGROUND EIECTRICAI TO ENSURE ADEWATE °,:T \ \ h y N AND OR \ \ ! \ $ 24 CLFJIRANCES FOR tXi1J5TRI1C11~V. ~ ANY CONSTRUCTION SHAH WIPACT ELECTRICAL. U ES / , 8 i=~s~< 9.:: / ~ i' 30~ CAMA BUFFER / ~ . '\A Q U
STRUCTURES, CONTRACTOR SHAH. CONTACT THE APPR~RUTE IlT1lTTY PROVIDER TO HAVE UT41nES ® Q ( i ' ~ ~ MEASURED FROM ' U
RELOCATED. LOCATION AND SIZE OF UNDERGROUND ELECTRIGII AND 1ELEPHOPIE IX1CT LOCAI~NS ARE s ~ ; ~ y ==f APPROXIMATE. THE CONTRI~TOR SHAH VERIFY BY CONTACTING City OF WIL111NGT~1 FOR FlELD IACA110N 0 , ~y~'==s` , / ® ~ NORMAL HIGH WATER
TH RBII(11' OF THE UCT10N. IN ADDIT~I R SHAH. ~ E \ ;f ` DUCTS AND CONDUIT AFORE CONSTR 4= ~ \ \ 0 ~ ' : 8.12 x;: £ ~i 13.28 ~ ~ ~ ~ I 50~ BUA BUFFER
BSURFACE UTiITiY LOCATIONS AND tJARKING AT LEAST 48 HOURS r; i, r=^~_€ CONTRACTOR TO CONTACT ULOW FOR SU \ PRIOR TO DIGGING. ~ Ak?P~[]X.' FLLJ~I~.WA~' ~ \ \ ~ ? ~ ~ i;€~~ /Iy{~lA,- MEASURE FROM TOP ~'Y / / O'I '
~ ~ ~ ~ v ~ } f, C4'~ FRDM CREEK ,N l ~ ! e / OF BANK ~ f°
6. MANHOLES LOCATED IN PAVEMENT, COIArREiE OR OTHER TRAFFICKED AIffAS SHAD. BE SET AT GRADE. ~ \ `
MANHOLES LOCATED IN OTHER AREAS I.E GRASS OR WOODED AREAS) SHAH NAVE THBR RIMS RAISED SX ;CENTERLINE 'LEFT, ; ~ ~ \ ® \ ~ ( ~ ~ \ INCHES ABOVE 1HE SUT~iOUNDING GRADE MANHOLES SUBJECT TO POSSIBLE WATER INFILTRATION SHALL 180;., RIGHT) 50 BUA BUFFER ~ \ , \h f=.~ e /~'i® TOP OF BANK -
\ w £ HAVE waTERTK~Tc BOLTED uDS. ~ MEASURE FROM TOP
s OF BANK \ ~ , ® y, i 7. SEWER ONES UNDER CONISIRUC110N SHALL 8E PLUGt~D WTM A MECHANICAL. PLUG AT THE FlRST - - `w. \ _ i ~ ® BURNT MILL CREEK
MANHOLE UPSTREAM FROM 1HE PaNt OF CONNEC110N. PLUG SHAH BE PLATED IN THE OUTLET 6 -IMDE ASPHALT PATH \ ~ '~<~k Project No. 08042 ~ su
TO EXISTING CONCRETE CONNECtbN AND SEgR2ED WTM S1EEL CABLE. PLUG SHAM REhWN IN PLACE UN11L ACCEPTANCE OF ~ ~ . IS SHAH NOT BE ALLOWED TO ENTER THE PUBL~ ~ ONES. WATER, STONE, I>ITTr, OR ANY OMER DEER WATER CONTROL ~
1T UCTION TAIONG ~''.'rt s~ ~.0,...... SANITARY SEWER SYSTEM DURING FLUSHING OPERATIONS OR AT ANY OTHER ME. CONSiR
SHAD ~T CAUSE ~ STRUCTURE ~ PLAtZ: IN TtIE VICN(il' Of ANY E>aSTiNG PUBLIC SEWER ONES OR 1ANHOLES • ~ 1---.- EXISIING PUS ~ ~ ~ ~ '~v ~ INFLOW OF SURFACE WATER OR DEBRIS TO ENTER THE PUBLIC SANTtARY SEWER SYSTEM. ` ' 30 CAMA BUFFER \ ;x ® ~ ~E
UCTION STIES Aid TO REMAIN ACCES`dBIE AT ALL lll~5. THE OWNER \ / 8" MANHOLES LOCATED IN COFISTR ~ MEASURED FROM \ ~ ~ -r.. ~ SAND CANOE ~ ~ ~aN~ Q~ E ~ ~ ~ LAUNCH ~ ~ ~ ~ ~ ~ r~
TraRY f 4./ AMD/OR CONTRACTOR SHW.L BE RE~ONS~I.E FOR MIY DAMAGES INCURRED TO TFIE PUBLIC SAN R ,A A ORMAL HIGH YdATE \ ~ s ~ ~ 3 ~ zdo; a
SEWEtt SYSTEM AND ANY FlNES ILIPOSED 8Y THE. STATE OF NORM CAR~JNA DMSON OF WATER QUALiIif ~ ~ / M.E.G. 1 vv DUE TO S'EWER DAMAGE. `
° ` \ / a' ~ i ~i ei~QJ. 01 pf 'j ~
8. SANITARY SEWER CLEAN-OU15 LOCATED IN PAVEMENT AREAS SHAH BE CONSTRUCTED USING LIEAVY-DUTY TRAFFIC BARING CASTINGS. SPACE CLEANOUTS AT 75 FEET MAXILAIM. LOCATE CLEANOlJ15 AT NO WETLANDS HAVE BEEN IDENTIFIED WITHIN THE LIMITS ®
ALL VENTICAI AND HORIZONTAL CHANGES OF DIT~C110N. All SANITARY SEWER ONES HAVE THE FOLI.OIWNG OF DISTURBANCE FOR THIS PROJECT. DETERMINATION M.E.G. NORMAL NIGH/NORMAL ~ i ~ P E
MINIMUM SL01'ES. ® a 4' DIP SEWER SERNCE = 2.00 z PREFORMED BY STEVVART ENGINEERING LOW WATER SURFACE ! ~ ~ ~ g<<
6' DIP SEWER SERVICE = 1.00 X ELEVATION -2,71' E'aw } ~,w~ tq pp?" aA~a;
~6~ 46 a1 .;Q s -0=~6 ~ d4 „g t~ =a s~
9. All SANITARY SEWER CONSTMICTIDri INDICATED BY 1FIESE PLANS IS PRNATE. SAND -SEE GRASS E Ea
10. CONTRACTOR SHALL MANTAIN AN 'AS BUII1' SET OF DRAWNGS TO I~CORD THE ACTI~L LOCATION OF GRASS DETAIL ON C900 q$E EXISTING CONCRETE ; g=
ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS MALI. BE GNEN TO THE OWNER UPON COMPLETION OF 5 SHOULDER SHOULDER EXIS~ THE PROJECT WTM A COPY OF THE 1RMISMRTAL LETTER TO THE ENGINEER. ' WATER CONTROL
~ 4 4 10% . U,. a r~,~~~~ ~'3 ~ ~ ~ STRI, STRUCTURE
: r; ~ ~ z„
- . PROPOSED UTILITY SEPARATION ~ ' E~ E
SEPARA110N OF SEWERS (SANITARY AND STORM) AND WATER MMNS DESIGN NOTES _ i. WATER MAINS SHALL BE LAID AT LEAST 10 F1ET HORIZONTALY FROM EXISTING OR PROPOSED - 90-YR FLOW DEPTH = 1.0'
SEWERS, UNLESS LOCAL CONDI110NS OR BARRIERS PREVENT A 10-FOOT HORIZ~ITAL SEPARATION IN - 10-YR VELOCITY = 1.53 f s ° ~ ~ ggggg1111111i1pi//o/ °°g~~gICA i0~'0
o WHICH CASE; A. THE WATER MAIN IS LAID IN A SEPARATE 1RENCH, WITH THE ELEVATION ~ THE BOTTOM OF ~ SAND CANOE LAUNCH CROSS-SECTION E-E Approved Construction Plan '°~®~~•''"~ss~ H~'ti,~~~ ~,°`'o~~~ CC•
THE WATER MAIN AT LEAST 18 INCI~S ABOVE 1HE TOP OF THE SEWER, OR
B. THE WATER MAIN IS LAID IN THE SAME TRD=ICH AS THE SEWER WITH THE WATER MAIN SVIfALE CROSS SECTION C-C NTS LOCATED AT ONE ODE OF A BENCH ~ UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE NTS Name Date 'S'~'~1 ~ ~ y~• R Y ~ Pp6 _
BOTTOM OF THE WATER MAIN AT LEAST 181NCHES ABOVE THE TOP TO THE SEWER. Planni€ s Planning ~ ~ j ` ~ ~
2. gtOSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO
OSS 01A:R A SEWER THE WATER MAIN SHAH BE LAID AT SUCH AN L].EVAl10N 1HAT THE 801TOM Traffic, CR , Traffic t,~ y ~ ;
OF 1HE WATER MAIN IS AT LEAST 18 INCHES ABOVE 1HE TOP OF THE SEWER, UNLESS LOCAL ,',''~ii80~~ eg ~ 7 Fire ~y;01 ~ ~e~i+ir0io~n4l,gg,°~
CONDI110NS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION, IN WHICH CASE BO1H THE Fire_ WATER MAIN AND SEWER SNAIL ~ CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT 15'
ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE 10 FEET EACH SIB aF TIC DRAINAGE PLAN GRAPHIC SCALE FINAL DRAWINGS -Nor
POINT OF CROSSING. 1 1 APPROVED For each open utility cut of RELEASED FOR CONSTRUCTIOI
3. CROSSING A WATER MAIN WIDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN 10 CITY OF WILMINGTON City streets, a $325 permit ° 15 J0 °0 '~0 Project No. 08042
CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL ~ CONSTRUCTED OF
FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF DESIGN NOTES i aiiau uc lcyuncu nun' "'7 M I L/IUWII oy v1/ mu
10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE MALL BE - 10-YR FLOW DEPTH = 0.40° 0 CURLED MAT LINER STORMWATER DISCHARGE City prior to occupancy t IN FEET , Checked By GHS
PERMIT NOT REQUIRED CENTERED AT THE POINT OF CROSSING. - 10-YR VELOCITY = 2.05 f/s ° and/or project acceptance. 1 inch = 30 M Issue Date: 04.01.09
SEPARATION OF SANITARY SEWERS AND STORM SEWERS SWALE CROSS SECTION D-D
1. A 24" VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER NTS SIGNATURE DATE 1 inch GRADING, UTILITY
LINES OR BOTH THE SANITARY AND THE STORM LINES SHALL BE CONSTRUCTED OF FERROUS 01
MATERIALS. DRAINAGE PLAN - ARFA R C5

N
v 0
6" 1'-6"
,,~-1 /2" R
TOOLED CONTROL JOINT 1/4 OF SLAB
THICKNESS AT 10' MIN. SPACING, OR AS
" " SHOWN ON PLANS 3 R i/2 R 1 4" THICKNESS ~ TOOLED EDGE ~
/ 2% MIN.
• ~ " " CONCRETE PAVING a r ELF-LEVELING .N
12 ~ 1 /4 TYP. "A in " c SEALANT ~ /2" RADIUS ~
W LT EXPANSION
, " ~n , a. , • :;3 W k . Q a • • • 0 ~ ~ < MATERIAL
• .~i ~ ~i ~ ; I I •
COMPACTED SUBGRADE - 98% STANDARD
, PROCTOR COMPACTION 2 -0 NOTES: 3 i I _..,~,.~.~'`w~ a E ~ ~ R ; d t~ ~ at ~~~~~~~.~M rm ~ ~s~~,.~
~ ALL SURFACES TO RECEIVE MEDIUM BROOM FlNISH PERPENDICULAR TO DIRECTION
: SPIV GUTTER TO BE INSTALLED OF WALK.
URB. 2. PROVIDE TOOLED CONTROL JOINTS NOT MORE THAN 10'-0" ON CENTER OR AS EVERYWHERE FLOW GOES AWAY FROM C 5O° TYPICAL EJ TO EJ ~
INDICATED ON 1HE PLANS.
+e CONCRETE CONTROL JOINT -TYPICAL ~ °
24 CURB & GUTTER -SPILL CONCRETE EXPANSION JOINT °
SECTION -NOT TO SCALE SECTION -NOT TO SCALE SECTION -NOT TO SCALE ~ ~ ~ .
~ i
i ~
N u ~ z.
W 0~0 > N
AND 5/8 DIA. DRIFT PIN PRECAST CONCRETE hh~~ a ~ ~ U •~Jz w O z
U
zZ
~z~0
9" ~ti wWW~
~ r ,N 5-1 /2 COATED METAL EDGING. U ~ O
SCORE JOINTS ~ 10° O.C. QU 4" DENSE GRADED MIXED SIZE 3 j w o ~
UNLESS OIHERWISE NOTED ON PLANS AGGREGATE SURFACE COURSE O a p rv S
• t' t'-s' t ° t'-s" EXPANSION JOINTS 9 50' O.C.
UNLESS OTHERWISE NOTED ON PLANS. 6' 4" MIXED SIZE ABC `
a:' f~. '+1 e. ~ do PLAN ' ~ . `•s -4" CONCRETE d. add p AGGREGATE BASE r I ~
~ -4" ABC o PREPARED SUBGRADE - ~ ~ ~ 98 % STANDARD
s" I I ........k .:2 a,..,~...~i k ~ • PROCTOR COMPACTION.. Z
k s.~x~$ , k ~ -PREPARED SUBGRADE - " n a . ~ ~~"~5: 98~ STANDARD ~I ~ ® J
I ( 2 4X5 9 w..~ ~ ~ PROCTOR COMPACTION. ~ 3
II II t2 II (I NT HALL BE CONSTRUCTED OF 3000 PSI CONCRETE. SURFACE FINISHES
PAVEME S
I I AND JOINT TO SCALE SHALL BE AS INDICATED ON PLANS AND DETAILS. NOTE: ~ ~
THE GRAVEL SURFACE TO HAVE A 2~ CROSS SLOPE AS PER GRADING z m UU PLANS SHEETS C500 AND C501. ~
AND 5/8 DIA. ORIFI' PIN
ELEVATION z ~
® ~
T - PICAL ETE WHEELSTOP C®NCRETE PAVE E PRECAST CONCR CRUSHED GRAVEL PAVING ~ W
SECTION -NOT TO SCALE SECTION • NOT TO SCALE 8 SECTION - NOT TO SCALE ~ z ~
~5
o
~ ~
8' CLEAR WHEN CENTER POST IS REMOVABLE 3. Q
W
STEEL DOME TOP WELDED
TO TOP OF BOLLARD (ALL 4'-O" CLEAR (TYP.) = Q U
WELDS TO BE GROUND
SMOOTH TO TOUCH V
~.L
4" OUTSIDE DIA. STEEL PIPE BOLLARD
Q
HANDLES 3'-0" LOCKING EYE, WELDED. TO
PIPE BOLLARD HEIGHT SIDES OF BOLLARD.
LOCKING EYE, WELDED TO ~
GROUND INSERT I FIXED METAL 1 1/2" SUPERPAVE ASPHALT CONCRETE IALT CONCRETE TYPE Project No. C8o42 iARDS BASE COURSE- ~ q a
BOLLARD SIDE SLOPES SHALL BE LESS THAN 3:1 TYP. UNLESS S9.5B PER NCDOT STANDARDS BASE COL 5" INSIDE DIA STEEL PIPE OTHERWISE INDICATED 4N GRADING PLANS. CUT AND FILL 98% COMPACTION ~ e ~ np£g
GROUND INSERT SLOPES SHALL TIE INTO EXISTING SLOPES TO CREATE AN EVEN
FINISHED GRADE TRANSITION. 4" AGGREGATE BASE COURSE - COMPAC• TRAIL PAVING -~I~-„ RSE -COMPACTED ~ ~ ~Pk w o g~
OR SHOULDER ^ION ~Q N ~ r
d„ t 2'-D" 21-OIL e. VARIABLE ' SHOULDER SHOULDER U tb ip ~ w°~~' m O 4LL1. Zoo3 J
' ovvvvovvvv iovvvvo ,vvvovvvvvvvovvvvvv y; ,y. voevevvvav vavoos vasvovovvovavvvvoa •y,
C
d F H • COLLAPSIBLE FLUSH 2% MAX. CROSS SLOPE L S yd . e s.r 24" MASONARY SAND - <E~
CENTER BOLLARD. ~ " •a
NCRETE FOOTING - • i~ SHALL EXTEND 18 CO : ~ er4 ,t
PSI ®28 DAYS • ~ MINIMUM BELOW 3000 A T RFACE ° ' ASPH L SU , ~ ANCHORED ~=~d .'Y., FILTER FABRIC (5 OZ) ,sv; a 8° v
E E .
1, a 12" No. 57 STONE ~ ~ ` ~ ~ av
NOTE: g" ~ ~~=3
1. ALL METAL SHALL BE GALVANIZED PAINT ONE COAT METAL PRIMER, AND TWO COMPACTED SUBGRADE CLEAN BACKFILL ' (TYP.) ABC EXTENSION -TYPICAL SEED AS SPECIFIED
COATS BENJAMIN MOORE HUNTER LIGHTNING BUG YELLOW METAL ENAMEL.
AGGREGATE BASE COURSE -TYPICAL DRAINAGE SWALE 2. REMOVABLE BOLLARD. ALIGN POST & SLEEVE SO EYES AND HANDLES ARE
T INTO TRAVEL WAY. (nP•) LOCATED AT BACK AND FRONT OF POST, NOT STICKING OU
e`®`jeuanuaoa~a~~~~ ee``e ~ ~i
NOTES: 3. REMOVABLE BOLLARD AS PROVIDED BY CALPIPE MANUFACTURING, LOS ANGELES, 1. CONTRACTOR TO INSTALL ALL EXCEPT ASPHALT. ALL GRADES SHOWN ON PLANS ARE FINISHED GRADES
CA (1-800-225-7473) OR APPROVED EQUAL WITH ASPHALT. ~
Z CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS FOR DIRECTION OF SLOPE.
3. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTURBED BY CONSTRUCTION.
SAND CANOE LAUNCH I; r I~I~ IL. '1' °6
PSIBLE BOLLARD ASPHALT TRAIL VAIA LE IN WIDTH - SEE C300®301 CORRIGATED METAL PIPE COLLA ' '~ti~ SECTION -NOT TO SCALE ! ,q ~a/°""N 5
SECTION -NOT TO SCALE SECTION -NOT TO SCALE ~ i ~~~~rhan~ula~~~~~~
,i
FINAL DRAWINGS -NOT RELEASED FOR CONSTRUCTION
DRAINAGE PLAN ~(S „
APPROVED
For each open utility cut of riTV nr inni nninir_Tnni Approved Construction Plan Project No. cso42 n...,.,., o„ CT /W.I
' VII I VI YVILIYIIIVV I MY City streets, a $325 permit vi~mu~ v~v..
shall be required from the STORMWATER DISCHARGE Name Date Checked By GHS
City prior to occupancy PERMIT NOT REQUIRED Planning Issue Date: 04.01.09
and/or project acceptance.
Traffic
SIGNATURE DATE Fire DETAIL ® SITE C; 9 0 0
1 Inch

v
0
2'-s"
o acc~s~sla~E
6' - 12'
o' RESERVED
2" PIPE
T-0" PARKING
® :ti t~.
z 4" COVER
v W °m O FTt SIDEWALK (5' STD.) .m ~ ~
H~ Q 3"R 6„ A B Q~ C . y0 E UTILITY STRIP D.O1 MIN. s u~ ® e
77 (n O QQ°''~~y1P-,NO• DROPCUIIB 2'DETECTABLE O. D2(NIN.) 0.04 MAX. 4" HOB , . D H O ~ OP SO , 5 (STD. 2 -8" CURB WARNING WMES 0.08 (MAX. } ~ 0.02 NOflM.) iy J CL z v , ® © A~TY W e
T- 0 '~l ~ (A 9 ~5 & GUTTER SHOdN) ~ 0.04 (NOAH.) O O ~ = F', • mz s~ - j I o~z ~ ;a i', ® Z5~
,r H D ~ aka i ~ Fvao= WITHOUT CURB ~ _ ~ y n m \st 12:1 MAX. RAMP q ~ H ( I :;d
z ~ , ,o °~Try~ g„ X ~ _ E- z w OR GUTTER M r B" r GIAVANIZED STEEL U-CHANNEL ~
' ~~H "'l~~' ~ SECTION B-B °z H°C SIGN POWER COATED BLACK ~ POST-2LB/LF (TYP) tl8
y D a FF N ~tH H SLOPE TOP OF CONCRETE + M
y 72 .VrF' SIDEWALK fi'-0" 3'-4„ 8' D" TOP OF a ~ 1'-2" (AH r 8 r>S ELEVATION ~CUAB MI CURB CURB r 0 FOOTING TO DRAIN (TYP) yw
O Q ~ TRANSITION I CURB I TRANSITION Z ~ \ ~ 11 11 r
/ ~ STANDARD N.C. STOP SIGN ~--GUTTERS
VARIABLE SLOPES NOT TO IXCEED 72:1 (8.530 4 ,
SECTION A-A _ ¢
15 a'a N
ISOMETRIC VIEW - wi ' SIDEWALK ~ © W~4DICAP PARKING SIGN (VAN ACCESSIBLE) ~ ~ ~ ~"I
z EXPANSION JOINT ~ uMIT ~ (SEE STD. 846.01}~,, NOTE: A PORTION OF ONE Ofl BOTH RPlM'S ® I~SERVED PARKING SIGN ~ tU ~
MAV EXTEND OUTSIDE THE RETURN. a I Z H ® MAXIMUM PENALTY =250 ~ ~ ~ N r-a
(n NOTES: H 'j' = 1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL WIDTH OF THE ~ Q ~ ~ ~ U
m RAMP FLOOR AS SHOWN ON THE DETAILS. EXPANSION JOINT (f~ 2. OBTAIN 70~ CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT-ON-DARK, FC Oo ~2 (SEE STD. 848.Oi) ~ Q: DARK-ON-LIGHT SEWENCE COVERING THE ENTIRE AANP. i, m 2 , a,o I1n OR °zN SEE NOTE i '~G <P ~ ? Cm ~ 4'-O" MIN ~ U ~ Z >~zz
~ ~ ~ w~ ~ ~'P6l<y'~i4 ~ V T-~n BtE~PA~ SIGN ®t~tcH W W ~ 0
~ 'f, 0 RAMP WI_,_-D _TN ARfA IS VARIABLE ~eF FT~, !EXPANSION JOINT ~ - °s~~S'T ~ (SEE STD. 846.01) Q Q m
. m b ~ ~ ~ / , 1.~ o s oc 2" PIPE ~ O W A W+A+9" X g ' SIDEWALK Z O n~~ ,.,..r ~ ~ ~ rn ~ ~ t7 ~r cuRe NaT~ ~ F- p z
C ~ ~p ~0 ~ ~0 ~0 5` 0.0' 5.8' S.8' 5.0'* ~ Q ~ V _ ~ ~ BASE DIAMETER 6' O.0' 6.8` 6.8' 6.0'x* I- ~ a0~ ~ ~ ~ ~ ALL PAI~IG SRaPYIG i. v 5 U ~ ~ nsfl, slot' :s : ~ 9Wl ~ 4" MDE v J Q U
0.45'R TO 0.70'R 6.5'** ~ (n ~ 7` D. D` 7.6' 7.3 9 ~ W D 00 0 © ® ~ a' o.o' e.e' 7.3' s.5'** ~ yy ~ ,r~"~==°. ~ t~1111tkD L~4S tISOIC C m 0, ~ J
TOP DIAMETER OF NO LE55 ~ ~ T H THAN 5016 TO NO MORE 5' 2.0' 7.6' 7.8' S.0' THIS PORTION OF AAllP ~If' I .T. MUST FALL WITHI~_ N 3 Z 4 ~ ~ ~ n_ ~ THAN 65% OF THE BABE 5' 2.5' 8.3' 8.1' 4.8' GR03SWALK LIMTTS. I""I ~ ~ x 3~=f~ ~ p a~N~
n OIAMETHt 5' 3.0' B.8' 8.3' 4.4' (SEE NOTE 10) ~ J 5' 3.5` 9.3' 8.4' 4.1' ~
~ 0 tT i0 01 0 ~ 5' 4.0' 9.8' 8.6' S. B'~~~~~ Z £ ~~c~,
5' 4.5' 10.3' 8. T 3.4' ~ w ~J ~ ~ 5' 5.0' 10.8' 8.9' 3.1' w % SEE NOTE 1 r'~ ' M M~ ~ mm tl M s ve«.t£xa:~# ~ "p E ~1/ ITV I ~ (6-C ( Y11 I t-0" II
E6 PE-FACE CURB { r` 0.9" TO 0. i.d° TO g . g- (q+9") SEE NOT WITH SLO
1.4" MIN 2, 2\ 12 8 17 , rd B =DISTANCE FflOM FflONT EDGE OF SIDEWALK ~ , _ - TO BACK POINT OF 12:1 (8.33'k} SLOPE.
r 'o ~ o ° e ~ ~ ° o 'o', a'" ~ * BACK DF SIDEWALK DROP flEOUIflED FOR ALL f rl ~ o °•;°o o'.o ~ ~ p o°-~ ~ SIDEWALK SLOPES. W
i .o o- . a. ~ ' PRECAST cuss •B° PLAN VIEW CONCRETE BACK OF SIDEWALK DROP AEGUTAED FOR - - SIDEWALK SLOPES 0.04. DUAL RAMPS Z\
N DONES 40" M NYFLOOR WIDTH SHEET 1 OF 4 STANDARD TRAFFIC SIGN SHEET 1 OF 4 DETECTABLE WARNI G ( ) NOTE: / 1. THE RESERVED PARKING SIGN IS TO BE 5°-0" IF THE J
848®5 848.05 PEDESTRIAN PATH DOES NOT PASS UNDER OR AROUND Q Q
SIGN IN ACCORDANCE WITH FlGURE 4.1.2 OF THE. NORTH ~ F- CAROLINA STATE HANDICAPPED ACCESSIBILITY CODE. ~ ~
NOTES: 2. THE RESERVED PARKING SIGN IS TO BE 7'-0" IF THE r I~ V
1. ALL REFLECTIVE SIGNS SHALL BE MADE OF PEDESTRIAN PATH GOES BY, UNDER, OR AROUND THE ~ ~,J z m
ENGINEERING GRADE OR HIGH INTENSftY GRADE REFLECTIVE SHEETING OR APPROVED EQUIVALENT. SIGN IN ACCORDANCE WIiH FlGURE 4.1,2 OF THE NORTH ~ CAROLINA STATE HANDICAPPED ACCESSIBILITY CODE.
2. ALL SIGNS PLACED IN RIGHT-OF-WAY WILL BE 3. SLOPES MAY NOT EXCEED 215 IN ANY DIRECTION. W z U)
APPROVED BY TRAFFIC ENGINEERING DIVISION.
3. ALL I.OOIINGS TYPICAL FOR ALL SIGNS, WHICH U > 0
NEED TO BE ANCHORED IN CONCRETE. ~
~ a
STREET SIGN ACCESSIBLE PARKINGISIGNAGE DETAIL (TYP.) z ~
HANDICAP ACCESSIBILITY RAMP NOT TO SCALE NOT TO SCALE
NOT TO SCALE m O W ~ G
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Project No. 08042
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SEE ASPHALT SEE CONCRETE $E E 1.5" S9.5A ~ ~ o N~ x A
PAVING DETAIL PAVING DETAL oZOC3 ;gA
3j • 1.5°' S9.5A 1.5" 59.58 ~ ~ ~ ~ h yd°.xro~~
..................................~...,.,..,.,h,........,.................,.,.,.,,,...,.......,...,.....,........»........ • .~.~_..,~..~.._M._.___..~..._..~~..._.,~_._~._.mw...~..~_~..... ~ NCRETE , ' CO
ri ~i: Q1QPQr~ ~~q aN.KHLL e. _i
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r . ~ Mi a.~ z I a£ f ..W. a. 9 . , v, E~x~ t t s c
f 1• z~ ~ ~ ~ 1° ~ S w,.~ 1~ ~ 9, er~ ~t ~ ~ ~ , i # s a " PREPARED SUBGRADE " ~ i iDE ' s PREPARED SUBGRADE
~ ~ 3 . I ' ~ _ ~ 98% STANDARD fry ~ z r ; p a a ~ y ~3r e ~ @v8o PION. ~ ~ <9
~ ~ i i ~ I ~ : ~ ~ ~ ~ r~ i ~ PROCTOR COMPACTION. . ~ w_w ~ E • ~ COMPACTED SUBGRADE TO ~ ~ , I k t ~ ; • ~ ~ t Ii. r ~ a a
°'~",a I I,~:'~~;~,~ ':,w._~ , ,...._~t ; ' 95~ STANDARD PROCTOR ~i , e r ki t ti{ n m c r~ ~ ~ ~ ~
6"
MIN.
+,,e'NUUU~pq~~
TRAILS AND BASKETBALL COURT ASPHALT PAVING T PAVING ON DRIVE LANE ASPHALT PAVING ® AGGREGATE
ATE BASE -LIGHT DUTY AGGREG TY BASE HEAVY DUTY C
ASPHALT TO CONCRETE TRANSITION _ _ i PLAN - ~~J2i TO 1 a° NOT TO SCALE tea, ~
NQT TO SCALE
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AN i~ <<
DRAINAGE PL ~ ` ~L~U ~ ~ REL FEAS DOFOR CI ONSTRUCTION
APPROVED Approved Construction Plan ° 4.~ Project Na. cso42 ~ ~ ~ r
For each open utility cut of CITY OF WILMINGTON Name Date _ ~ ' " Drawn By GT/MJ
Citv streets, a $325 permit
shall be required from the STORMWATER DISCHARGE ;GE
City prior to occupancy PERMIT NOT REQUIRED D Planning Checked By GHS
and/or project acceptance. Traffic Issue Date; 04.01.09
1 inch SIGNATURE DATE DATE Fire DETAILS' I C901