20031552 Ver 1_MAPS_20030128

VICINITY ~ VICINITY MAP (no scale)
CALLS ALONG WETLAND FLAGS
COURSE BEARING DISTANCE FH ~e wv
+ G~' s~ Holly
W-6 S OO°05' I I "E 20.22' s Nc NC 55 BY-PASS Springs
o ~ ~ FMMH P~'~ W-7 N 58 25 44 E 19.36 ~ c ss
W-8 N 00°05' 12"W 10.1 I' '
o ~ ~ GRAHAM H. WOOD GUY W-9 N 00 05 12 W 10.1 I
o ~ ~ D.B. 630 PG. 76 r AVENT f W- 10 S 58 36 07 E 19.36 AVENT FERRY RD
- N 89°54'48"E 16.5 I ' ° l N a ° W 11 4 ° A
- N 28°28' 19"E 34.53' / ~ w a2 o ~ ~ / ° °
W- 13 S 67 52 38 E 26.75 / ~ ° „ ~ ~ o o SI ~J uP ~ r ° SITE 1~2c~
W-14 S 58 36 08 E 38.72 G ~ / ~ ti ~ ~ ~~OLF
W- 15 S 39 18 56 E 13.05' ~e l7 s, ( ~ ~ ,lH ~ ~ ~ .e g P Q
W- 16 S 73 03 4IE 34.53' 0 /wv ~ ~ , ~ ~ -17 S 39° 18'57"E 13.05 6 F° < U
W ° ~ -18 NOO0513W 10.{1 ~ ~ u' W / ~
W- ! 9 N 39°08' 31 "E 13.05' up, up
, ~ ~ _ 70 ~ / GUY W 20 N 6 42 13 E 53.50 NOTES NOTES
o ~ ~ ~ / caty W-21 S 39 18 57 E 13.05 UP ~s
° ~ ~ / - 7 4 34.5 \ ~ W 22 S 3 03 2 E 3 ~ WETLAND WETLANDS DETERMINED BY SOIL 8
W-23 S 89°54'47"W 8.25' ~ ° ~ < ~'Q ENVIRONM ENVIRONMENTAL CONSULTANTS
W-24 S 73 03 42 E 34.53 FN F T ~ ° „ u'
W-25 S 58 3609E 19.36 ~ ° ' < o / ~ ~ FIELD LO{ FIELD LOCATED WETLAND FLAGS
W-26 S 67 52 40 E 53.50 G° ~
W-27 N 89°54'46"E 8.25' + < '0 ' ~ ~ < ~ ~ NOT FOR NOT FOR RECORDING
-28 N 89°54 46"E 8.25 i _ ~ ~ G o W „ < ~o CONVEYAP CONVEYANCE OR SALES
W-29 S 28°38 45 E 34.53 ,w < ~ ~cp
W-30 S 39 08 30 W 13.05 c+. o <~c ~ - N 76°08'53"E 42.49' ~ ~ ~ LEGEND w 31 ,A LEGEND
W-32 S 07°39'4 I "W 6 ! .22' R'w ~ Pis ~ ~s °
W-33 N 72 53 14 E 34.53' 24 N Z
W-34 S 73°03'44"E 34.53' ° ECM - EXI ECM - EXISTING CONCRETE MONUMENT
o ~ ~ ~ ~ EiP - EXiS W-35 N 89 54 45 E 24.76 ~ L-23 ~ EIP - EXISTING IRON PIPE
W-36 S 67°52'4 I "E 26.75' ~ o ~ EfS - EXIS EIS - EXISTING IRON STAKE
- N 67°4 ' I I "E 26.75' ~ Q Q Z ERB - EXi. W 37 2, N TP _ r. ERB - EXISTING REBAR ECS - EXISTING COTTON SPIKE
- N 39°08 29'E 26.10 Q CA~ ECS EX W 38 rn ~ , EPK - EXISTING PK NAIL
- N 8° '4 " 3 7 ' L-22 O ~ EPK - Exi 4U 39 5 25 0 E 8. 2 o „ J ~ -•J EN - EXlS EN - EXISTING NAIL
W-40 N 22 17 37 W 21.84 , o w ERS - EXI ERS - EXISTING RAILROAD SPIKE
W-41 S 47 30 57 E 44.83 - ~ IPS - IROr' IPS - IRON PIPE SET
W-42 N 44° 19'30"E 70.77' ~ _ ISS - IRON STAKE SET
W-43 S 39 19 0 i E 26. ! 0 ~ ~ " RSS - RAiI W-44 S 39° i 9'0 l "E 26. 10 o NS -NAIL RSS - RAILROAD SPIKE SET NS - NAIL SET
o ~ ~ O W-45 N 89 54 43 E 33.02 p ~ - P'ON~ PKS - PK
W-46 N 28°28' 14"E 34.53' ~ L 20 PKS - PK OR MAG. NAIL SET
° „ Z + °GUY RiW -RIG W-47 S 58 36 13 E 19.36 ~ GuY R/W - RIGHT OF WAY
° ~ Up CL -CENT W-48 N 39 08 27 E 13.05 CL - CENTERLINE
. ° ~ B.M. - Boy W-49 S 39 19 01 E 13.05 ~ rn B.M. - BOOK OF MAPS P.B. - PLAT BOOK
W-50 S 58°36' ! 3"E 77.44' T 0 P.B. - PLA M.B. - MAP BOOK
° ' CATV ~ ~ T8 ~ M.B. - MAi W-51 N C~0 05 18 W 30.33 0 o ~ „ ~ TB D.B. - D D.B. - DEED BOOK
W-52 S 00 05 18 E 10. I I TB SIB - SET BACK
W-53 S 15° 18'43"E 31.43' sB -SET EP - EDGE PAVEMENT
- N ° '42"E 8.25' L- I $ EP -EDGE W 54 89 54 BC - BACK OF CURB
-55 N 89°54'42"E 8.25' BC -BACK W MH - MANI MH - MANHOLE
W-56 S 67°52 44 E 26,75 ~ ° „ ELEV -ELI W-57 N 39 19 02 W 13.05 ELEV - ELEVATION
° , L-17 UP - UTILI W-58 N 58 25 38 E 19.36 UP - UTILITY POLE
° 4,~ 8 TP - TELE W-59 S 58 36 I E 3 .72 ~ M _ I TP - TELEPHONE PEDESTAL
- o „ I , " ti BSL M W 60 S 22 17 39 E 2 .$4 MBSL - MINIMUM BUILDING SETBACK LINE
W-61 N 39 08 26 E 26.10 ~ ~ E OHW - OVERHEAD WIRES •
_ ° , L-16 " POND " s ` ~ TB -TOGA N 62 N 39 19 03 W 13.05 ~ TB - TOBACCO CURING BARN
W-63 S 89°54'42"W 8.25' . " . o' W. S-257 ~ i SFD - ONi i 1 I SFD - ONE STORY FRAME DWELLING
° ` 3 FOM - FiBf W-64 N 58 25 38 E 19.36 _ ~ , O j ~ ° „ S 7 ~ 't 2 . FOM - FIBER OPTIC LINE MARKER
W 65 S 28 3$ 50 E 34.53 WELL • ~ _
- S 39°08'26"W 13.05' _ _ _ _ !lP ~ S- 12•'^`::..~ ~ '~~~.?S S 23 ( o w 66 ~ S 88 24 36 E o CATV E ~ _ f "E
W-67 S 28 28 13 W 34.53 BARN BARN D _ 11T S 246 oti:•~.,. ° „ TP H Fes, o `c F BARN w y ~ ~ ,
W-68 N 89 54 42 E 8.25 S - 14 ~ ti ~ r ~ s ~ 235.18 - 39° 19 03 39 I ,n i SFD P ~ S W, - . ~ ~ W 69 S E 6 ~ I2 W, N
° ~ „ - ~ 34 ~ a W-70 N 39 08 26 E f 3.05 ? ~ '•..o _ No a ~o
, „ BARN _ ~ •.,.S 203 ' ~ o J ° ~ S 32 ~ W-71 S 89 54 4 I W 8.25 ~ ~ t° ~ w~ _w
o ~ ~ LP TANK ~ oy ~ ~ t r. w ~ W-72 N 58 25 38 E 19.36 s''.., w
W-73 S 00°05`19"E IO.t I' F ~ ••...~~''`•6 ' h~~"'~ -
-74 S 73 03 48 E 34.53 ~ W \ T ° „ F S_60 c~ , 9 AS- 187 9
W-75 N 89 54 41 E .16.51 c.~•••--. , L-13 ~ c ~
° \ - ~ ~ - W-76 S 58 36 15 E 38.72 S 44 ~y~•.: , c ~ t ~c cn
W 77 N 89 54 4IE 24.76 E E L f 2 ~ ~ S-175,. S-175-., 3
W-78 S 67°52'46'E 26.75' E E-E--._..._. F ssz~''~~~.., , E E ° - E E
W-79 S 58 36 16 E 19.36 L I I oHw E E uP + `o
W-80 S 67°52'46"E 26.75' ~ o ~ ~ F WETLANDS AREA _ . ' ~ W-81 N 89 54 40 E 24.76 L-10 \ S 83~ ~ ~
W-~82 S 73°03'49"E 9.63' ~ F 3.5 ACRES ~ ~ MABLE 0. HOLLAND
° ~ „ \ W-83 S 17 22 33 E 63.03 L-g F o ~ TRACT I
\ti~ W-84 S 22 07 OI W 8.40 B.M. 1972 V. 2 PG. 150
° „ ~ q L_g F co W-85 S 39 08 25 W 13.05 ~0 \ , ~
W-86 S 89 54 40 W 8.25 ~ Q \
W 87 S 39 08 25 W 3.05 ~ , _ ° „ ~ \
W 88 S 89 54 40 W 16.5 I L_6 F BARN - o ~ ~ , UP Q
W 89 S 50 40 38 W 31.97 .a ~y ~ ~ O6
W-90 S 15°08'07"W ~ i .43' v / _ ° „ ~ L5 ~ S-152 c!~ -152
W-91 N 39° 19 05 W 13.05 0 ~ cur ° ° „ ~ / .WELL ~ W-92 S 89 54 40 W 24.76 ~ -
, „ ~j L 4 IPONa - f o W-93 S 58 25 37 W 19.36' ~ ~ + ~ ~ o
W-94 S 22°07'02"W 21.84` ~ L-3 +SFU ~ o~N N~
° , u , ~ f - S 15 08 07 W 143 ~ _
° „ ~ L 2 W-96 S 39 08 26 W 13.05 i
° „ ~ L_I W-97 S 1 1 37 29 E 41.28 ° „ o ~
W-98 S 15 08 07 W 31.43 ~ S 89 18 51 W 876.93 '
W-99 S 00°05' l9' E 10. I I' ~ ~ ' ° „ ~ i
W-100 S 58 36 17 E 19.36 ~ ly,~'~•.,.~ S -135
W-101 S 58°25'38"W 38.72' /4~~~... ,.-S-135
W-102 S 67°42'08"W 26.75' ° ~ W- 103 S 00 05 19 E 20.22 f ,
° „ S-113 ~E W-104 S 00 05 19 E 40.44 w~ w
W-105 S 73°03'49"E 34.53' W X33 0 v, X33 j o
W- 106 S 58°36' f 7"E i 9.36' -
o ~ ~ LARRY P. BRYANT 5-122 W- 107 S 45 29 39 W 57.78 D.B. 2890 PG. 51 O N S-122
W- 108 S 39° 19 05 E (3.05' O
W-109 S 39° 19'06"E 26.10' o N
~ W-1 10 S 22°07'04"W 21.84' O o O ~
W- i l l S I 137 29 E 41.28
W- 1 19 N ~iR°3F' 17"W 14 3R' CA1 I S AI ONG R~~~ RAW 7
W-i 13 S 39°08'28"W 13.05' " W- 114 5 39°08'28"W 39.16' COURSE BEARING DISTANCE
W- 115 S 22° 17'42"E 21.84' L -1 N 30° 17' 18"E 34.67'
W-1 16 S 67°52'47"E 26.75` L-2 N 27°45' t o"E 50.58'
W- i 17 S 09°21'45"E 51.22' L-3 N 26°15'45"E 50.67' .
W-1 18 S 22° 17'42"E 21.84' L-4 N 24°36'06"E 50.95'
W- 119 S 67°52'47"E 26.75' L-5 N 22°48'31 "E 51.09'
W-120 S $9°54'4 I "W 8.25` L-6 N 20°33'24"E 51.42' control i 520.g0~
W-121 S 39° (9'07"E 26.10' L-7 N 17°29'54"E 51.62` corner , „ L-8 N 14°29'27"E 51.55` ' 0 <
W- 122 N 67°42'09 E 26.75 ° ~ N 88 i _ 6 46 W o L 9 N I{ °30 56 E 51.45
W-123 S 22 0704 W 21.84 L-i0 N 090541E 51,17' control
W- 124 N 89°54'4 I "E 8.25' L- I ! N 06°52' 13"E 51.05' corner
W- 125 S 00°05'20"E 20.22' L-12 N 04°59' 14"E 50.65' W- i 26 S 58°36' I $"E 19.36' L-13 N 04° 14' i 6"E 50.36' LUCILLE M. COLLINS
W-127 N 89°54'40°E 16.51' L-14 N 03°35;26;;E 50.49' D.B. 712 PG. 566
-1 8 S 67°52'48„E 26.75' L-15 N 03°46 29 E 249.69' W 2 L-16 N 04°41'01 "E 99.40'
W- 129 N 89°54 40 E 24.76 L- 17 N 05°48'29"E 99.67'
W- 130 S 00°05'20"E 30.33' L-18 N 05°53'23"E 99.99'
W- I3 i S 89°54'40"W 16.51 ` L-19 N 05°59'06"E JOO.Oi'
W- i 32 N 39° i 9'08°W 13.05' L-20 N 05°49'39"E 99.93`
W-133 N 67°52'48"W 26.75' L-21 N 06°OO'00"E 99.94' ,
W- l34 S 89°54'40"W 16.5 i' L-22 N 06°10'35°E 99.40'
W- 135 N 58°36' 18"W 19.36' L-23 N 07°55,14"E 97.63' p L-24 N 15°04 L I E 108.2 i'
W-136 S 5$ 25 39 W 19.36 L-25 N 69°22'50"E 66.35'
W- i 37 N 09°21'46"W 51.22' L-26 N 67°34' 14"E 50.70'
W-138 S 50°40'4 i "W 31.97` L-27 N 66°47'08"E 50.31' W-139 N 00°05' (9"W 20.22' L -28 N 66° 11'56"E 50.25'
u~-14n n1 3g°i9'~"uu 38,16' L-29 N 65°56'53"E 50.31'
_ o ~ I+ 7 + L-30 N 64°54'03"E 50.63' W 141 N 65 25 08 W 2.67 ° ,
W-142 N 16°56'04"E 84.59' L-31 N 63 24 59"E 51.14
p L-32 N 60°38'30"E 51.46' W-143 N 39 19 05 W 39. f 6 L-33 N 57°45'54"E 51.20'
W- ! 44 N 39°08'28"E 52.2 I' L-34 N 56°02'32"E 50.81'
W-145 N 07°39'37"E 61.22' L-35 N 53°58'35"E 150.63'
W-146 N 05° 16' i 9"W 91.37' L-36 N 53°56'09"E 50.09'
W- ! 47 N 28°28' 14"E 34.53' L-37 N 53°20'50"E 50.02'
W-148 N 00°05' 19"W 60.66' L-38 N 53°29'41 "E 100.07;
- 4 N I ° '0 " 72.6 ' L-39 N 53°22'20"E 50.34 W 1 9 3 13 8 W 7 L-4o N 52°! I' 04 WETLAND 0 „ 55 E 5 . 5 L CATION SURUEI' SURVEY FOR
W-150 N 44° 19 28 E 70.77 L-4I N 5!°35'06"E 50.50'
W- 15 I N 39° ! 9'04"W 39.16' L -42 N 49°4 I '37"E $6.35' ° 1 11 1 ° II W- 152 N 89 54 4 f E 24.76 L-43 N 74 39'32 E 70.52' TTY BOARD
W- 153 N 58°36' l 6"W 58.08' L-44 S 15°04' I I "W 75.34'
W- 154 N 39° 19'04°W 78.31' L-45 S 07°55' 14"W 102.29'
W-155 N 39° 19'03"W 13,05' L-46 S 06° 10,35"W 100.40' ~ 'ION
p L-47 s o6°0000"w 100.08' GRAHAM WOOD TRACT W- 156 N 63 59 I i ,W 45.96 L-48 S 05°49'39"W 99.98'
W- 157 N 22° 17'39 W 43.68' ° " DEED BK. 46 17-729 ~ 45 I -34 ° L-49 S 05 59 00 W 95.46' 451-341
w-158 S 50 40 40 W 31.97 HOLLY SPRINGS TOWNSHIP HIP
W- 159 N 80°09'47"W 58.66' I _ ° WAKE COJNTY NORTH CAROLIN H CAROLINA
W- i 60 N 82 20 17 W 74.97 ° I+ PIN ~ 0648.01-46-4 162 ~ 53- 62 8 53-4288
W- 161 N 62 23 29 W 65.26
w-162 N 76°19'23"w 42.49' SCALE : I " = 150' -FEBRUARY =EBRUARY 25, 2003
W- 163 S 79°59' i 4"W 58.66'
W- 164 S 67°42' I 0"W 26.75' i, BENTON W. DEWAR, PROFESSIONAL LAND SURVEYOR W- ! 65 S 65° 14'32"W 72.67' N0. 1-3040, CERTIFY
W-166 S 79°59' 15"W 58.66' THAT HIS PLAT IS of A SURVEY of ANOTHER CATEGORY SUCH AS
W-167 N 50°51'12"W 31,97' THE RECOMBINATION OF EXISTING PARCELS, A COURT ORDERED SURVEY '
p . „ . OR OTHER EXCEPTION HE DEFINITION OF A SUED I V I S I ON. 150 ~ 150 300 W- 168 N 39 18 59 W 117.47 300 450
- p „ c~- T W 169 N 81 22 57 W 66.80 ~
-170 S 89°54'46"W (6.51' I GRAPHIC SCALE -FEET -
W-17 I N 76° 19'20"W 42.49' BENTON W. DEWAR NCPLS 3040
W-172 N 73°03'42„W 69.06'
W-173 N 63°59'05"W 45.96' ~'~ev..
W-174 S 63°48'40"W 45.96' I, BENTON W. DEWAR CERTIFY THAT THIS PLAT WAS DRAWN UNDER q~~`~</~ ~'r''~5~`"S~ ~~4 o MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY 0 fOfrE 9.9~ C
w 175 N 70 47 55 W 61.22 ~ , BENTOTd W. DEWAR AND A~ o SUPERVISION: THAT THE RATIO OF PRECISION IS I:fp _ ~ Q~ ~ ; ~ : AND ASSOCIATES
W-176 N 78 32 55 W 50.55 THAT TH BOi1NDARI S N R ARE A R>~~ IN S _ ~ E E OT SU VEYED SHOWN S B KE L E y.~, ~C „ PROFE?~SIONAL LAND SURti 9D SURVEYORS
W-177 N 65°24 58 W 72,67 PLOTTED FROM INFORMATION FOUND IN BOOK Eli ~ ~ - o PAGE THAT THIS PLAT WAS PREPARED IN ACCORDANCE ~'f ~i w 178 N 72 53 18 E WITH G.S. 47-30 AS DED. WITNESS MY ORIGINAL SIGNATURE 0 5920 I-yONEYCUTT ROAD ROAD
34.53 ~ ~r~ _ o LICENCE NUMBER AND SE THIS _ DAY OF __~4 ~L._____ 20~~ ~bUt~ W 179 N 78 22 32 E 50.55 ~ ~
HOLLY SPI~IN GS NC 2"75 1C 27540 03-14L
~ _ ~ BENTON W. DEWAR, NCPLS 3040 PH. 1919 -552-9813 -98t3 WOOD I \03\600
REVISED 4i6i03 WETLANDS LAYER 5
1

CHERRY HUfFMAN ARCHITECTS PA
135 E, Martin St., Suite 101
Raleigh, North Carolina 27601
919.821.0805 z 919.811.0720 F
www.cherryhuffman.com
SEALS
EROSION CONTROL C ONSTRUCTION SEQUENCE
(FOR SEWER ACROSS WETLANDS)
Existing 12" DI ~ x ~ , .1 ii _ ~ ,~uureNp?
~ ~ San. Sewer ~ f x ~ , t \ 1~ \ I ' ~ 1. CLEAR SITE ONLY AS NECES ~ y SARY T , ~ 0 INSTALL EROSION CONTROL DEVICES N ~
1 , ~ / ~ / 'ti ~ AS INDICATED ON THE DRAWINGS. INSTALL TEMPORARY EROSION CONTROL p
I ' \ / t ~ ~ r DEVICES AS SHOWN ON PLANS. ~ ; ~ Id n ~ ~d Fie Q
#t ~ ' 1~r 2. NOTIFY ENGINEER AND N _ ..-y CDENR, LAND QUALITY SECTION AT [phone] Z5
/ ~ .~t~~. ~,,..-E` ~ ~ FOR SITE INSPECTION PRIOR TO COMMENCING MWN CONSTRUCTION ? c
~ rte..- ~ OPERATIONS. ~ p
EXISTING MANHOLE ~ ~ I ~ + / Proposed rreeline ~ `ti~^~
STA 9 98.31 * ~ - ;,~,,..-:r ~ 3. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION ~,~u~+~ . y. ,
173 17 30 / ~ * PROVIDE TEMPORARY PLUG TO EX. ~ OPERATIONS. CLEAR ONLY AS NECESSARY FOR INSTALLATION OF SEWER y ,~.:-t ~ . , ~ ACROSS WETLANDS. {MAX CLEARING LIMITS ARE 5'-0"
~ ~ f SEWER DURING CONSTRUCTION. DO ~ ~ ~ ~ EITHER SIDE OF - , ~ PERMANENT EASEMENT.) ~ ~
\ NOT REMOVE PLUG UNTIL APPROVAL l y.. ~ ..--r"~ -
\ ~ FROM THE T WN ~ ~ t ~ ~ , ~ \ 0 OF HOLLY SPRINGS ~ NEW 2 PVC - - ~ ~ 4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATK)N
~ ; AND THE ENGINEER HAS BEEN RECEIVED. ~ / FORCE MAIN x \ + ~ 1 s N OF GRAVITY SEW R.I 1 1 _ ess E NSPECT DEVICES AFTER EVERY RAINFALL EVENT AND
\ ti 8EL0 v';'va ~ ~ ~ ~ \ FINISH 1 x 1 c0 ~ CLEANOUT TRAPS AND/OR CHECK DAMS WHEN HALF FULL.
• ~ ~ ~ ED \ ` / ~ SUBGRADE) PROP r1 y x,% PROPOSED . ~ O 8 , , x~%~ 5 AS CONSTRUCTION PROGRESSES, INSfiALL ADDITIONAL EROSION CONTROL
\ / \ ~ , ~ AN. y. :a xi 0 AN. SEWER x ~ DEVICES AS INDICATED ON THE DRAWINGS, CALLED FOR IN SPECIFICATIONS,
1 ~ . / I Ex. Treelrne ~ x OR AS DIRECTED BY ENGINEER. `x~x N
/ 'x \ / " ~ NEW 2 PVC \ / ,e / x~ x x.. z
\ ~ PROPOSED 8" ~ Ex. wetlands 1 DOMESTIC ~ ~ x~ 6. STABILIZE AREAS WITHIN FIFTEEN (15) WORKING DAYS AFTER CROSSING IS x~ Cn CONSULTANTS
~ SAN. SEWER 1 WATER LINE \ ~ ~ x ~x~~ - COMPLETED. STABILIZE WITH VEGETATION AS SPECIFIED IN THE WETLANDS ~ > PERMIT.
\ ~ 1 \ JI
. ~ 1 1 , i ~ - ~ LANDSCAPE ~ CIVIL - 7. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON
1 \ / 1 / ~ McNeel APPROVAL OF SITE STABILIZATION, REMOVE TEMPORARY EROSION CONTROL y Assocrates
\ ; / ~ / ~ • • MANHOLE N . ~ ~ 0 6 ~ DEVICES, DRESS OUT AREA AND SEED AND MULCH. 5501 McNeety Drive
1 i ~ i~ + Ralei h NC 27612 _ STA. 22 93.40 t~ g e ~
\ ~ ~ ~ \ ~ ~ 204 13 48 919.782.9677 z i
• ~ \ ~ NOTES
~ \ ~ ~m ? STRUCTURAL
~ \ ~ ~ ~ ~ f, ~ ~o ~ ~ CONSTRUCTION TIME THROUGH WETLAND SHALL BE MINIMIZED. Lasater Ho kin: Chan ~ ~ P ~ g
\ \ ~ \ ~ CONTRACTOR SHALL BEGIN CONSTRUCTION IN WETLANDS ONLY 1 I WH N R 015 Wade Avenue
\ ~ ~ ~ ~ , ~ ~ ~ E D Y PERIODS OF WEATHER IS FORECAST. Raley h NC 27605 MANHOLE N0.5=
~ \ \ i , ~ I 1 I 919.832.5587 z STA_ 21*22.84
\ ~ I ~ \ 40' MAX. CONSTRUCTION LIMITS PROPOSED 81 D.I. , ~ X245°46'12"
\ ~ ~ 1 ~ ' (USE ONLY AS NECESSARY) ~ WATER MAIN 1 ~ ~ PLUMR MECH 8 ELEC 1
\ `k, ~ ~ I The Wooten Company
\ ~ / ~ ~ 1 ~ ~ ~ . GENERAL NOTES 1 120 N. Boylan Avenue
i / , ~ Ralei h NC 27603 8~
\ ~ , ~ ~ / ~ , ' 1. MAINTAIN FULL DEPTH. ON SEWER SERVI 919.828.0531 T t CES TO ENSURE
I / 20' TOWN F H \ MANHOL N ~ 0 OLLY SPRINGS ~ E 0 3/ ~ ~ ~ BUILDING SEWER CAN MAKE CONNECTION PROPOSED
PERMANENT UTILITY EASEMENT \ ~ ~ 3 ~ ~ \ t .STA. 18+68.70 ~ o n ~ ~ HIG CIVIL ENGINEERING H SCHOOL
\ ` 790 LF OF PROPOSED 8" ~ ° ~ ~ \ ~ 233 51219 ~ a~ ~ ~ ~ ~ The Wooten Company
' ~ SILT. FENCE SAN. SEWER ~ / , ' a FFE•455.0 120 N. Bo tan v y A enue
\ ~ ~ ~ / \ \ ~ _ _PROPOSED 6 /D.I. ~ Raleigh, NC 27603
~ / ' ~ ~ , ~ ~ ~ WATER MAIw ~ 919.828.0531 z
•_4".. \ / \ MANHOLE N0.1 1 Propos d Treeline MANHOLE N0.4= _ INTERIOR OF MANHOLE SHALL BE .COATED WITH
_ KOPPERS "SUPER SERVICE BLACK" WITH A TOTAL STA. 19.62.81
STA. 13 91.72 ~ ~ ~ ~ 124° 45' 4" / ~ 90° 00'00" DRY FILM THICKNESS OF 10 MILS. TOUCH UP ALL
. J o NICKS AND SCRATCHES.
t ,
'r~•
I I 20' TOWN OF HOLLY SPRINGS I ,
PERMANENT UTILITY EASEMENT ~ I MANHOLE N0.2 Servic
~ + n~ ~ Cour Service Court
STA. 17 98.92 LEQ A ~ ~ ~ STA 30+OOAO LEG "B" - ~
1 ~ 102° 48'35" I x ~
~ CO CO
/ ~ ~ • 0~
~ ~ x ~ o ~ ~ , 0
~ x ~ ~ ~ x ` ` ~ , . ,
LEG ..8.. 50 25 0 50 100 1 50
SEE SHEET C109)
SCALE '
HORIZ=1"-50'
VERT:1"-5'
- - - I
. - _ _ _ i
47 - - - ~ - - _ - - 0
470
465 -
- - - _ - 465
4 _ - _ _ - - _ _ _ - . _ - 60 - -
- - _ ~ PRO ECT 1 460

_ Hnlly Snrina~c
455 _ Hig h School
- - - - - - - _ _ _ _ - _ _ _ 7n 455
-Cy _.w.. _ CLIENT
450 - ~t - - -
- 450 Wake County
2$-t 6F- --DI-S AR (-SEWER 6 - - - - - - - 6RRIN - rofi - - - = - - - Board of Education
445 - - SAN'
PROJECT NUMBER:
_ 445
AQr T__ - - DD _ _ _ _ 0308 - - r ' SQ - - - - - - - - _
T-TE PHASE: 'w r% I co
-.SR. 440 1 _.-.A- - _ # -R Release for Bids PON
F-v
- 440 DATE:
11.07.03
Wb.
-3 -1- DRAWN BY: TK
_ -0 435 s-SHOwu- T-ID iH 1NAl # fi. ----14 5
CHECKED BY: WBI
430 - - _ - - _ - _ - _ • - - 430 REVISIONS
- no. revision date
25
10+00 11+00 12+00 13+00 14+00 15+00 16+00 = 425
17+00 1~ 18+00 19+00 20+00 21+00 22+00 23+00 24+00
SANITARY SEWER
PLAN & PROFILE