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AND 15 NOT TO 6E REPRODUGEq OR GOPIEq IN Wh1OLE OR
IN PART WITHOUT PERMI551ON. IT 15 NOT TO EE USED 4N ANY OTHER PROJEG7 AND 15 TO BE RETURNED UPON REQUEST.
LANDSGAp~ ARGHII'~G1' WILL STAKE LOGA1'ION5 q~ 1'RlwES AND MA55ES
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VICINITY MA P ~ Map: 6-49 Bbck:1 Lot 13 METCON A PARTNERSHIP / RIGHT OF WAY 60' RIGHT OF WAY ~U' Deed Ref.: Bk. lOS Pg. 207 ,1 t 1 RYAN MARK D / Map: b-12 Block. Lo. 2 RYAN ANNA Munk;ipal Zoning / ~0~ PROPOSED DEVELOPMENT LAND USE r
(Residential Conditional Use / Map: b-12 Bbck:1 Lot 15 Map: b-12 Biock:l Lot 9 24' - Use
832 SPOST RD / Deed Ref.: Bk. 108D Pg. 338 / Deed Ref.: Bk. 1432 Pg.400 2 LANES 2x12' EOP TO EOP 24' ~ SHELBY NC 28152-6931 ~ Municipal Zoning / Restricted Residential + + Hallelujah Acres ~Ilage Amenities i
74 PR ECT LOCATION \ ~ ~ PO BOX 1294 4005 SHARON CIR 0~ ~ i SHELBY NC 28151-1294 / SHELBY NC 28152 , '
„ ~ ~ / S7fi°13'08'E433.59'TO / 2 BIKE LANES 2x3' CURB 2' / rAl / 3s 2 *Amenities to include: ' s
~,~VO 399.20' / S7B°ii'03"E Clubhouse & Fitness Center
Bss9' CURB 2' PLANTING STRIP 7 r, ! H A SHIPPING, LLC z Swimming Pool 2) Tennis Courts PREPARED FOR:
NORTH CAROLINA ~"°.I Map: 3184 Block: l Lot 26 SO CA ~ ! WILL Half Basketball Court HALLELUJAH ACRES
Deed Ref.: Bk. 1292 Pg.0989 / w1R LYDErt~~~L PLANTING STRIP 2' SIDEWALK 5 iB ' ' ~ ta2 Municipal ZoningiGeneral Business / ~ Mpp. 6 12LIS'~ARYp 5 Volleyball 900 SOUTH POST ROAD 1,000 Seat Amphitheater SHELBY, NORTH CARONNA
oar PO BOX 2388 ~ MmA: b~ Bi 1 Lof: fp I SHELBY NC 28151-2388 Bleck• I E7arA94 ,~°~,i / `heed Ref.: B ~ ~ 1! SIDEWALK 5' THE VILLAGES OF HALLELUJAH ACRES
m R k' ~ pg.347 I ~ eshcteaResi /
\ SH RON G ~ ~ \ ~ i~~ ~ ELBY NC 28152-7831 I V lJ ~ C l~ E S S J ~ Multifamily Housing A PLANNED UNIT DEVELOPMENT
DATE: APRIL 16, 2007
v ,~~ti~ TO EXISTING I JUL ~ Zp~~ \ 9 Single Family Estate Lots REVISED:AUGUSF4,2008 Zp~~g
v /i' SUBDIV I N I ~ IS 0 i _ OEHR ~IATEhQUALITY -R Q~~LITY LAND PLANNING BY:
MM'S{~L,s \ / % i' tNE1LANDSANDSFDRR~NA,TER6RAPICH IRP~UPIER6RAP~CH 1 Single Family Patio Homes
e • 37 R ORO A - - _ I ~c/a aRe 8q hO R i~ / ~ I T11>:_LANaAL~T_. -
U,p,1 `5027 °'i a¢ 7 ok' q? FH,py ' ~ P~sCQF~ 0 ~ rv - o ,'o o o 4 3 Hp h ~9i2„~7{F9,i, / V\ti ys.\o Iz ~m~ I ~Q~~~~a I moo I / \ 4 3 Common Open Space /Buffer /Pond I3t5LOPL GROUP, CNO. Nat CWhlmtS Pil lad~pebadiecit 6 lad Ramw
FF'1Re ~ p°f ~ COMMERCIAL ~\ti~~~°~" 9 ~N a~~h WZ~ov~^ s~4~~h I \ 2 ~ v ~ Q~,~ \ q{{s ORh~QB. 8 ~a O~QJ~°~~Q9: loax~aUm Fix-az~ I }..hm_~ I 324 East Satnt John SL, Sutte D-Spartanbug SC 24302
\ N h ~ ~ a~ AREA TO BE y1S G \0 \ \~0\ ~ T u v'~ z a I Q z ° a " 0 Q " o U N CARPEMER J WADE I / \ C ~y ~ ~ ~ ~P 0 en Q R o m } o " m ~ ro 0 ° ~ z CARPENTER PANSY \ Road Rights-of-Wcry 1864) 585-750D Phone-1864} 585-3806 Fmc www.Ia ndartdes~q ngroup.cam
\ ~ ~R OeTr ~ O~.K\~.OK'eS~dR (~'~~h~xwaZ ~ z~mYaQN I ~mx~~Z I Mo:6-1281ock:3Lotb / \ \ / EXCLUDED: ~'Se~ 6{~ a~~~~9 ~zN~m-'> awrymm~z N ma~, p I / 9 i ~,pmdR •,c'se ~~C\ \5ry I N>^ m ~ ry m I w o y u o I C N, u `D m I Deed Ref.: Bk.141 Pg. OSb
\ 4 / R~ ! / 16.19 AC. m 1t \p ~ m n ~ ~ o w ti Q ~ ~ o m ~ .6 m o w Restricted Residential I \ 0 p.~'b0 G z ,-vx I f-n o~ I w w~yr I / MALKMUS GEORGE HENRY \ gR ~ ~y~ I > o ~ m " I Q a m ~ ~ i o. a m ~ 4018 LYNN CIRCLE ARCHITECTURE BY:
MALKMUS RNONDA JEAN ~ / ~ ~ o a F m ~ ° m SHELBY NC 28152 I / Map: 3184 Block: l Lot 29 , " S I 4 O I ~ ~ I
~S7a o~ ~ ~ / GRIGGKAYRENEE Deed Ref.: Bk. 1239 Pg.0327 , / ~ I I
Munici al Zonin General Business / Map: 3-27 Block: l Lot 38 P 9! ~ 1 q ~ I Deed Ref.: Bk.19P Pg. 510 GREGDON INC 5021 HARBOR VIEW DR H ~ / RIGHT OF WAY 50'
Map: 3184 Block: l Lot 34 GRANITE FALLS NC 2863D8694 Res~dental / 35D2 RED SUN DR Deed Re1.: Bk. 1410 Pg.883 s~i ~ 15
Municipal Zoning/General Business / 1 ¢ 0.55 Ac. 16 1 Y SHELBY NC 28150 503 N LAfAYETLEST , 0.85 Aa 0.50 Aa ~ \ 19 \ 0.52 At. - \ EOP TO EOP 20' ARD,woou, xo~coMSx ~stA>E, Ixc.
SHELBY NC 28150 , ' ~ 0.55 Aa / \ 18 20 \ ARCHITECTSANDPLANNERS 50 SWM AIalARO50N SIAEET
CURB 2' cAmuNUE, sourx cAAauna PHONE [phone] FAM: 864/233-5091 •xxmhmrchitectscan
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PLANTING STRIP z
\ 10' GENERAL UTILI~1</ / \ \ % os as 21 ENGINEERING BY:
/ v / jj/-~- D.~ , EASEMENT ALONG R1W SIDEWALK 5'
I ~ ' ~ ¢ INTERIOR ROAD TYP 0.60 Aa ~ ~ ~ V ~ 3 i
\ - 0.51 Aa ~ ROLLINSRUTHH \ 12 2 Map: 3-27 Block:l Lott RIGHT OF WAY 60' "
\ //ts~ / Oh9 Ae 5 0.53 Ac. Deed Ref.: Bk. 9L P .514 / \ ~y 9 \ ~~L \ \ \ !~=r / 0.44 Ac. 1 Residential
\ SfPy \ j ~ 1 ~ 22 2210TAYLORRD EOP TO EOP 20'
Q~. / SHELBY NC 28152 \ ~ 7y ~ / DR. MALKMUS ~ s os2 a~. 0.49 ac. (JOE'S LAKE RD.j
\ ~ ~ D.46 Ac PROPO \ HOUSE SED pQ / ND \ 11 ~ ~ 8.73 Ac." ~ ~ / EOP TO EOP 24'
0.49 Ac. ~ f, ~ (S. POST RD.) TGS ENGINEERS 804-0 N. i.AFArerrE sr. 9iE18Y, NOR1H aAROl1NA
\ ~ CLUBHOUSE WHALEYJOHNNYH \ ~ CMP / PLANTING STRIP 6' PAONE 704/476-0003 FAX [phone]
WHALEY HARRETL C \ 1 ~ 7 ~ $ / - Map:3184 Block:l Lot 24 ~ / 0.54 Aa ~ 0 0'~ O~ - SHARED USE ~ 0' I BEAM, EDWARDS & BR00 1
l~ ® 0 ~ 0 ~ o _ ill r'~~ ~ l Deed Ref.: Bk. 1465 Pg.2073 ~ ~ Q ~ ~ ~ o Munici aI ZoninglLight lndusfrial i ° H~ ~ ~ Q ~ ~ ~ ~ ~ ~ I o p ~ ~ OPEEf'i / PATH ~ GENERAL CONTRACTORS INC '
129 APPIAN WAY ~ / ~ ~ ~ ~ ~0 0 ~ ~ ( 0.36 A0. GARDNER LUCILLE H Map: 3-27 Block:l Lot 31 Map:3-27 Block: t Lot 4 ` Deed Ref.: Bk. 1213 Pg.0436
SHELBY NC 28150 10 ~ ~ " ~ ~ ~ ~ ~ ~ / DsD n~ 0 0 Deed Ref.: Bk. 1396 Pg. 1206 Resudental
CLEVELAND COUNTY SAN DISTRICT i ~ ~ ~ ~ ~ / Map: 31&1 Bbck: t Lot:47 ; ~ 1131 DBL~ FRGS CH RD I 380 WEBB FARM RD
Deed Ref.: Bk. l lei Pg.235 ~u - ~ , ~ 32 23 / Munk' ai ' ht Indushfal - 34 V SHELBY NC 28150-9440 ~ SHELBY NC 28152 HENDRICKTHELDAI _ _I-
9a Zonmg/Llg o ® \ i a,2g k, a18 AG / ADAMS CLEVELAh 439 CASAR LAWNDALER ~ ~ 27.9 AC. 35 a~ ac. N ~ 8 33 ( Map: 3-27 Block: ADAMS CLEVELAND CORN ( Map:3-27 Block: l Lot 30 ~ ~ ~ Map: 3-27 Block: l Lot 3 Deed Ref.: Bk. 1320 Pg. 1597 BEAM GAIL A
LAWNDALE NC 28090-0788 ~ ~ ~ ~ / ' ~ i ~ , 0.78 Ac. ~ a25 Ae Deed Ref.: Bk. 9L I Deed Ref.: Bk. 9L Pg. 633 ~ Residental Map: 3-21 Block: l Lot 57 Residential 2241 TAYLOR RD
l ~ V ' ~ ~ 9 j 31 24 / Reskientic ; i ~'Tn ~ ~ ~ 0.51 Aa ! a18 Ae. 2216 TAYLOR ~ _ _ ~ ~ ~ EXISTING POND #1 ~ o.zsa~. I / SHELBY NC 2815 Deed Ref.: Bk. 1280 Pg.1343 ~ S85"0815"E 2216TAYLORRD ~ ~ SHELBY NC 28150 ~r;rt ~ P
1 ~ SHELBY NC 28152-7936 Residential 126 2220 TAYLOR RD I 0.58 Ac. ' n CLEVELAND DEVELOPMEM f SHELBY NC 28152 127 Map: 3.27 Block: l Lofi 35
~ ~ 0.24 At ' , I 0.51 Aa 0, Deed Ref.: 8k. 1497 Pg. 803
~ I ) _ y, I / ~ ~ _ _ I ~ / sas ~ Residential c~g5°M14'S9"E ~ 176 i8n, 8508 PARK RD #114
r ~N~ a27 ae. ~ ~ / 85,5.00 0.65 Ae ~ CHARLOTTE NC 28210
_ i I ~ ; I G Q 38 39 ? a19 wc. ~ I ~ ~ ~ ST1N ~ '
X~ a~ ~ a24 as 138 ~ E ,,:139. a29 ~ I 137 136 135 125 y. 139 138 0.28 A 0.35 A - .0.44 Aa 13¢ O~x ~ 0.49 AC a >fl.2B-Ac. 0.45 Ae. 202 Aa ~
4MMEtJi11LS ~ 141 146 a25 Ae. , 0.25 Ae, / °r ~
WHALEY JOHNNY H 4.43 Ae r~ 49 '1'8 47 0.~ Ac. 27 143 142 a25 as ;0.25 A< WHALEY HARRIEfL C I " 51 a22 Ac. 0.22 Ae. a22 Ae a22 as a22 44 O.~i ~ 0.22 as a24 At 0.38 Ac a28 ae. _ m c N - ° V ~ ~ ~ 124
Map: 3184 Block: l Lot 46 I y l 52 0.22 as a24 $2 Deed Ref.: Bk. 1465 Pg.2073 ~ ~ ' ± 0.21 Ae - O,y~ pc 41 40 28 I o H ~ 133 129 f 0.59 Ac. e
J~unicipal Zoning/Light IndusMal m ~ ~1=a 53 M a20 0.28 Aa 0.27 Aej' ~..1-^- l ~ ~ 0,52 Ac 136 0.31 Ac o
129 APPIAN WAY a21 Ae ' ; I SHELBY NC 28150 ~ _ 0.46 Ac ° - , g - _ 123
I \ 57 0.23 -C~? ` _ ~ _ - ~ _ 179 179 ~ ~ 131 0.32 Ac ~
\ \ 0.25 ac. 58 a24 Ae ~ n 178 I \R a24 Ae. 61 177 0.21 Ac - , ' ~ ~ a.~ as oao ac. ' ~ w~<~b 0.20 Aa 0.21 Aa 180 0.69 Ac, ~ ' DPEN as 1^ _ 0,24 Ac ~ OPEN 132 r 0,48 Aa 'i9~ ~3r ~ ~ ~VI
0.32 AC. ! 176 o.2a Ac. ( _ _ I r`
~ 1 % o.~ aG 8 60 62 83 " .181 0.54 A0. 0.48 Ac ~~i 0 M2Ac ~5~7~ ~i S TA ~ I I 1 0.24 Aa ( ~ ~
- , I a ` ~ ~ a31 ae. a32 Aa 0.31 Aa 0.~ At 65 86 67 ~ . _i 0,10 Aa a~ Ac. 0.24 Aa ~ ~ 69 70 71 i 72 a24 Aa a23 Ae. a23 Aa a23 a35 k ~ a'~ ~ ` i 231 ~ ~ t 1 0.83 Ac.
1 I 174 173 172 8g i i 175 0.24 Aa 0.34 Ac 173 172 182 ~
. i ' 0.21 Aa ~ ; a21 Aa a,23 AC. 0.24 Aa 0.34 Ac. 0.23 Aa ~ ~ "n I ~ ~ ..230 ,F r - - r 121
~ 1 2 171 i ~ 0.38Aa 1 0.59 Ac. t I
I 87 90 I ~ 0.32 Ae. 183 ' a1s Ac. Q~ _...--arOt nc. ~ ~ ~ AG I f~ 0 A C C E S S
! ( ~ ax1 as a21 aG - I I . i 22s ~ , I
COMMERCIAL , ~ , _ I ,1 I r E ~ o.3z~. ' TO EXISTING
13 ~ AREA TO BE 86 91 ~ 151 152 i ~ ~ ~ ~ coNOOS ~ a~ wG azt Aa a~ a21 { s ~ ~ ~ . EXCLUDED: 6.45 AC. 152 ~ 'l 170 184 ~ 205 208 + ~ a21,~, ; oz, r~. ~ a2oac. E ~ D.zt azz,~. ~ ~ ~ 12a SUBDVISOP~
xU° ~ I 233 11V I II Oso Ae.
z~~a~Q~ 11.24 AC. _ ~o ~ 150 z~..~~;~ r ~ 153 , i ~ ~ M mz ~ ~ . ~ , 85 ~ ~ 92 1 a21 M. azt ae. ' I 153 ; i 169 1&5 ~ ' 1 ~ 0.32 ne. a47 Ac. uzt ; I azt w~ ago ac. ~ ~ D~ ori~AC. ~ ~ ~ ~ 1
~ s ~ m? z a21 ae. fv ~ a2t Aa I s m~C4, ~ I Nc I j l I I I zz~ 1
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Tx"~pNy I ~ I 84 93 3~aaa ~ 149 154 a m U a21 Ae. a21 Ac. i I 0.21 A0. a21 Aa 1 ! 154 ~ ! 168 186 203 210 I i 0.21 Ak 0.2o Aa 0.21 Ae 0.22 Aa ' ( ~ 234 i f ~ 119 ' ~
I ~ ~ 0.21Aa ! I ! 226 0.81 Ac. , 0.49 Ac ~ ~ _ T I 0.30 Aa t f j
I CONDOS I I j ' 1 l0 GENERAL UTLLITY ~ 83 94 148 155 I 167 187 1 ~ 155 ~ 202 .211
~ , ~ i ~ R W az~ wG am ? ~ ; a~ ~ a~ wG i I EASEMENT ALONG l 13 0.21 Aa ~ R21 Aa O~Ac. ~ ~ 0.21 At 0.22Aa. ~ ( ~ r' 6~ MINIMUMSEfBACKS I ~ 1 ~ 225 RESIDEMIAL: z '
r CHAPEL i t INTERIOR ROAOS TYP. i j i i ~ 0.26 Ac. ~ a _ FRONT: 20'
a41 ac 95 ! 147 158 i 1 I 1 a21 AG ~ a21 Ae a21 Aa j ' 1r~ ~ 166 186 i ( ' 118 ~ CLEVELAND DEVELOPMEM REAR: 20' D.21 Aa 1, i 0.21 Ae. 0.20 Aa ~ 0.21. At 0.22 A& ~ I 735 i , ~ 0.52 Ac Map: 3-27 Block: 1 Lot 35 SIDE: 0'
I i I ~ 224 0.55 Ac. I ! Deed Ref.: Bk. 1497 Pg.803 (E><CEPTMG MULTIFAMLY HOUSING} COMMERCIAL:
i x U I ~ 96 I 146 157 j i I ~ .0.27 Aa f 6g Residential FRONT: 30' 157 i ~ 165 189 ~ ~ ~ 213 ~ ! f 8508 PARK RD #114 REAR: 0'
z ~ ~ ~ m m > o - alt Aa 1 az1 Aa a.2t as ! 1 0.21 ~ ,0.20 A~ ! ! ~ ~HARLQTTE NC 2821D SIDE: 5' 0.21 Aa I 0.2f AC. 0.22 Ac. i ~ ~ 1 ~ ~ 223 -
ra~o~-'N~a3m I ( ~ I ~ N~ 0 0 N t 1 OT M (YRN L zU I ' j ~ ' 0.25 Aer 117 NOTE
Q---o p az w w o Y m~ a° a` 82 97 145 158 I 1~, ~ 164 190 ~ ~ ~ . LANDSCAPE PLAN FOR COMMERCIAL AND I ~ 199 214 i D.47 A~
i Q ~ o q N.~ I 15 GENERALUTILITY', az> ao. az~ wG ~ azt o.2t as i 0.21 Aa ~ 0.21 A~' ~ 1 ~ 0.21 Aa Q22 Aa ~ € 236 ` ^ _ MULTIFAMILY AREAS NEEDS APPROVAL PRIOR I i j f ~ 0.48 Ac. TO CONSTRUCTION BEGINNBJG. I I o l I ~ ~
m~z--~ EASEMENTALONG ~ \ I
- - ~m R W JOE`S LAKE ROAD 81 se 15s I Z ' 144 azt ac. ' s v ~ a2~ as azt aG 1s i sa _ _ 159 ~ ~ 1~3 .191 0.24 ~ DEVELOPMEM NOTES: + i ~ 198 215 ~ ~ ALL ROADS 4MLL HAVE 20 FEET OF PAVEMEM 0.21 Ac. ~ 0.20 Aa 0.20 Aa { ~ 0.21 Ac. 0.22 Ac. ' _ • ALL ROADS WILL~HAVEA FEET VALLEY
2;~v__ r - , N73°09' ~ 1 tJi9.61 ~~2"t~ tll, ~~~,'lM --iJ71° ~ ~ , ~ ~ s / OBRM1"---...... - - ~ t..ti., N90°2Ga3"N--. ~~^h' - t., ! ~ ~ I ~ ~ ?r CURB AND GUTTER AND 5 FEET SIDEWALKS ON f 3 ~ 0:22 Ae. 116 ~ EACHSIDE
/ ~.~"2#0&'----_~ [131~Or1'"Nr N~`7 „6 _~_--599•'F----"~39.fi5"'---~9.,'S~_~""~3~F,^_ - \ \ F i 1 , NkI ;J?Ct 160 !r' i 162 192. 197 216 ( ~ D.49 Ac _ . CUL-0&SACS AND ROUNDABOUTS WILL BE
o ""'--'tiN >qq~~ ty1~3P59'Vy _...N78°t042"V~ N00.0309MA nav -J,9~_~~B__-__-99156\ _ 2Ra~... ~H 16('} t ~ / _ r o 7.s3' ~ -p _-9aaa'-_ . --9 ~ 1~ ~ T ~a ° 99 ~ a.25 as Miz rzso°w 88~- ~ 6Q' R W , , ~ ~ ` t 0.19 Ac. ~ I ~ 0,21 Aa 0.22 Aa ( i 0 Ac DESIGNED TO ACCOMMODATESCHOOL BUSES t 0.28 Ac. t I 220 1 AND FIRETRUCKS PER CIf7STANDARD.
w o ~ q WHALEYJOHNNYH / -"tt6yP.._--_._,... ~~0@ QkQ ROQQ,~$,~..2~ I I ys ,,0.29 Aa 0.39 I?~ w rr o ~ ~ V ~N~-~ h WHALEYHARRIEfTC i - ~`~`7 ~ ~ ( I ~ ~ ~ ry. I ~ ' ~ Aa ~ / • DEVELOPER WILLACCOMMODATETHECITY'S t I ~ i PEDESTRIAN PLAN IN PROJECT CONSTRUCTK)N. 193
q y ~ q m Ma : 3-1 8fock: 3 Lot:1 ~ ~ N N ' 1 ~ ~ f >°N ~ON p Nv ~ V I ~ ~ l ~ 9'zB' ~ Q o m ~ U Deed Ref.: Bk. 1106 Pg. 112 ~ ~ I n _ PENDLEiON LOUISE MUL 3 ~ 1~ ~ 1 p,20 Ae, ~ 1 217 ~ € ` ~ e CITY WATER AND SEWER WILL BE PROVIDED TO ~ 161 i 0.22 Ae 0.22 AG _ ALL LOTS (OWNER WILL CONSfRUCTI
q`°x o z Munici al Zonin ~ ROYSTERJOHNJ p . a LEDFORDMICHAELKEVI p ~ t I r } ~ ~7pye ` ~ m L'~ p 9 a i m m}rJ i ~ ( I ~ ~ i~ a31 ae. ~ ~ - m ~ ~ 129 APPIAN WAY t~ ROYSTER MELBA B I } r w c ~ h Map: 3-26 Block: l Lot 3L Map. 3-26 Block: l Lot 5 t1 r ~ \ 0.26 Ac. i~ i ~ c 219 ~ ~ ^ ' ` . ALL SIDEWALKS SHALL HAVE A MINIMUM WIDTH
m m °Q' ~ SHELBY NC 28150 t LQ ~ Map: 3-26 Block: l Lot I ~ z y U 'o Y ~ ~ Deed Ref.: Bk. 18E Pg. 185 Deed Ref.: Bk. 9H Pg.322 , I { I ~ ~ ! ~ \ iQ1 3 a a (a ° ~ ~ I w Q ° ~ ~ Restricted Residential Restricted Residential ~ a 0.21 Ac. ( ~ 0.25 Ae 115 ! OF HVE FffT. I 194 ~ 218 i 0.47 Ac ~ ~ I ALL AM~ENDIES AND PLANTINGS WRHIN THE TRAFHC I
p -p a Deed Ref.: Bk. 15B Pg. 721 a m U I I ~ ~ ti~ N~~ h c I~ 102 ~ m I ~ Z m y~ w z 2114 JOES LAKE RD ~ 2116 JOES LAKE RD I ~ ~ q o: o m n Restricted Residential w a m a 2~~ m a ° ~ SHELBY NC 28150 ~ J ~ d, •y `3 U D.21 Aa \ 195 CIRCLES SHALL BE THE RESPONSIBILUY OF THE ~ ~ ~ j ~ 0.30 A0. ~ e , ' " DEVELOPER OR ASSOCIATED HOME OWENERS
p > w ,o m 0 ~ SHELBY NC 28152 ~ ~ I Q ~ ~ ~ 210D JOES LAKE RD Q > ~ ~ ~ ~ I I 0 ~ Q a a ~ k ~ ~ . 1D3 SHELBY NC 28150 I m w "s a~ o~ WARREN GENEA Z~ U o v m~ m~ ASSOCIATION. 103 114 ON STREET PARALLEL PARKING SPACES SHALL BE20 0.22 At 104 - ~ ~ `
m • • v, - N MESSER CAROIYN JONES a I ~ ~ o m h m m h I \ $ ~ At ~ ~ ~ ~ ~ WARREN EVELYN Map:3-26 Block:2 Lot 3 ( ~ y m q " 0 0 2 ~ ` 1U4 0.42 Ac. FEET IN LENGTH WITH 5 FEET OPENINGS BETWEEN
~ ~ ~ M p: 3-26 Biock:2 Lot 9 Deed Ref.: Bk. 17N Pg. 754 m y ~ ~ N I ~ a21 D Ref.: Bk. lOR Pg.249 Restricted Residential I _ _ _ ~ I \ O,Zf ~ 113 _ / ~ ~ EVERY OTHER SPACE 105 t II M-~ "'"'Y, ' 112 pig q~ ~ / ~ I J _ ' • ALL 9D DEGREE PARKING STALLS SHALL BE A
estricted Residential 2212 JOE'S LAKE RD ~ ~ ~ I ~ DOES LAKE RD SHELBY NC28152-8986 0,24 Ac. 1 D6 ( t ~ 110 111 0.22 Ac, ~ MINIMUM OF 9 FEET BY 20 FEET. 9 FEET MEASURED 0~4 ~ ~ ~ 0.22 Ac. ~ " ~ AT THE NARROWEST POINT. ~ 107 108 109 0.22 AF H8y,4729"W - ° J ALL REtJrAINING AREA ZONED G.B. IS TO BE REZONED
SHELBY NC 28150 I ! 0.24 Aa 0,22 Aa 0.21 Ae. lss~--"""`_"~-e H87p~5~ _ G.B. CONDRIONAL USE
\ GOSSEffROBERTI L R 088Y ( EDBEffE B D A WHITE & SON INC ~,~~-.-,.._ta R
GOSSETT SANDRA Y LEDBEfTER DEBORAH PUGH CL~DE RICHARD J Map: 3-26 Block:2 Lot 1 Map: 3-26 Block:2 Lot ID Map:3-26 Block: 2 Lot 2 Deed Ref.: Bk. 1233 Pg. 2IX36 PUGH TELLA J NE_ _ _ ~~,Q.,RI`~- 10' WALK 0 150 300 450
Deed Rei.: Bk. 1123 Pg.2240 Deed Ref.: Bk. 1251 P .1880 Map: 3-2~ Block: Lot 4 Restricted Residential g Restricted Residential
Rrxirirtcrl Racirbntinl ~ or Deed Ref.: Bk. 1249 Q. 0374 1°'`~` ?oe~ s1~ad~--
2200 JOES LAKE RD 141 AMBERWOOD DR o nn v Restricted Res tial HALLELUJAH SHELBY NC 28150 SHELBY NC 28150 HALLELUJAH COMMUNITIES
SHELBY NC 28152 2214 J~ES LA RD Map: 3-27 E SHELBY NC 28152 Deed Ref.: B6 Map: 3-27 Block: l Loh 29 Deed Ref.: Bk. 1514 Pg. 0755
Restricter 8508 PAI Restricted Residential 8508 PARK RD # 114
CHARLOT CHARLOTTE NC 28210 NORTH SCALE: 1"=150' JUN 30, 2009

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TITLE SHEET 1
RA AY T 2-3
G I L 4
ROAD A E IL 5
P OFILS 6-7
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SANITARY PLANS 8-11

UVATEL.IE LAS 12-15 ~ a = A o ~
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GENERAL NOTES:
1. THESE DOCUMENTS COVER THE CONSTRUCTION PLANS TO • U z
SERVE HALLELUJAH ACRES PHASES 1 AND 2.
l~ ~ ~ ~
2. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE NATURE AND D
CONDITIONS OF THE SITE AND IS CAUTIONED THAT OTHER CONSTRUCTION
ELY COORDINATED WITH ~ 2~p~ IS IN PROGRESS AND HIS WORK WILL BE CLOS JUL U
THAT OF OTHER CONTRACTORS ON THE SITE. p~a~-~~j~R~~ity
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3. AlL WORK SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL RULES AND T~~av REGULATIONS AND SHALL BE SUBJECT TO INSPECTION AT ANY TIME BY W
RESENTATIVES OF THE OWNER ENGINEER, OR THE NC DIVISION OF REP , aka a~
ENVIRONMENTAL MANAGEMENT.
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4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED FOR 9 V
THE CONSTRUCTION OF THE FACILITIES. FORE YOU DIG CALL BE
5. ALL FACILITIES SHALL BE SUBJECT TO TESTING AND PERFORMANCE 1- 800- 6 32- 49 49 C IO
CHECKS BY THE ENGINEER AND REGULATORY AGENCIES. ONE CALL CENTER L r ra n ~w se w n ra n ra-e-e°a t o s^~-~® , aw r n
IT'S THE LAW ~ I-UK KVAUJ & Z51 KUI:I UKtJ ~
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15 FEB 08 rr ~ l) rnnm~
APPROVED BY DATE F ° 704 476 24

910 SOUTH NORTH
AGE STRUCT T E
94' R/W 10' UTILITY
" 908 ~ 10' UTI TTY EASEMENT
srttl~c°rtlul- sruurrl~ue (>icnrt':ru1M dnvt~u'1 1Nrti.~t r'1'>:i1c"1~1~uE ~ac'r11v1; tatncl!, rrnF • RHb'P1 ~ EASEMENT V0. 111'E SPA ITO~~ UI PS'b:C }:I,EC. Iti OU7, U6:1'f11 STU. NO. STII. AU. TYPE I~FOR41.1'ITUV N0. 19' 2T
906 5:1 MAX L 4' S. 2> , 5' 2' 2' 5' 2' 18' PLANTER 2' S:1 MAX vJ ~ ~j
t OUTLET 18+74 42' LT. - - 893.86' - - - - _ 2 BIKE .02 FOOT/F00 .02 FOOT/FOOT 2' 2' 5' 4' If1~/I O O LANE FOOT SLOPE FOOT SLOPE NNE ~ H ~
904 -L- OUT t0 , 2 CB 19+10 13' LT. 902.39' 894.76' 694.96' 7.53' SO-2 SO-t F 100' OF 78' NDPE 2
5:1 MAX - - 5:1 MAX W W N ~ O
3 CB { 13' RT. 902.39' 698.74' 698.94' 4.40' SD-2 SD-, g OUT TO 2 2 902 19+10 26' OF 15° HDPE 8" ABC 8" ABC ~ ~ U ~ ~
-Y15- WT 70 2 '-0° CURB & GUTYP.) ~ ~ ~ ® ~
4 CB 9+00 35' RT. 901.57' 897.22' 897.02' 4.45' SD-2 SD-1 G 113' OF 15" HDPE 2 900 - A _ ' I OMPACTED SUB GRADE TO 90% l OMPACTED SUB GRADE TO 90% 4" CONCfiTYP SIDEWALK ~
-Y15- our ro 3 4" CONC ETE SIDEWALK 5 CB 10+98 35 LT. 905.50' 901.20' 901.00' 4.40' SD-2 SD-t G 173' OF 15' HDPE 2 INV. OUT (15 TO 3)=901.00 ~TYP.) STANDARD DENSITY STANDARD DENSITY ( a ~ ee
898 2" S9.5B ASPF -YiS- OUT TO 4 2" S9.5B ASPHAL 2" S9.5B ASPHAL ~ ~ ~ a•
6 CB 9+00 35 LT. 907.57 898.62' 898.42' 3.05' SO-2 SD-t F 70' OF 15" HDPE 2 ~
896 -ri5- WT TO 5 7 C8 10+98 35' RT. 905.50' - 902.40' 3.00' SD-2 SD-, F 70' OF 15" HDPE 2 TYPICAL STREET SECTION Y15- v, ~ w
-L-, , OUT TO 6 N f0 r N d' n W N N 8 CB 21+02 30.75' LT. 903.51 900.61° 900.41' 3.00' SD-2 SD-1 F g3' OF 15" HDPE 2 d' iq tU ~ 77;1 ~ 7b ~ o NORTH N~ NORTH SOUTH
-l- OUT TO 8 0] W Old. ~ 7A ~ W
9 CB 21+02 30.75' RT. 904.59' - 901.59' 3.00' SD-2 SD-t G SS' OF 75" HDPE 2 10' UTILITI 10' UTILITY 60' R/W 10' UTILITY
EASEMENT -L- OUT TO 11 10 CB 24+86 16' lT. 905.03' - 907.74' 3.19' SD-2 SD-1 G 32' OF 15" HDPE 2 10+00 11+OD 12+00 EASEMENT ~ EASEMENT 34' 6' ~
-l- OUT TO 73 2' 1' 3.25' 1' 2' 1' 3.25' ~
11 CB 24+86 16' RT. 905.03' 907.30' 907.10' 3.83' SD'2 SD-i F 257 OF 15" HOPE 2 866 1n o 15' ~ 15' ~ ~ ~
-L- OUT TO 73 MCD 3:1 MAX CUT SLOPE 3.25' 12 CB 27+35 i6' LT. 897.47 - 894.37 3.00' SD-2 SD-t G 30' OF 75" HDPE 2 t0 ~ as w .25' 3:1 MAX CUT SLOPE z 6' 5' 2' 2' 5' PER 5' 2' 2' S' y ~
864 0'~ ~ BIKE FOOT SLOPE BIKE p~ z
13 CB 27+35 i6' RT. 897.47 891.81' 891.67' 5.76' SD-2 SD-i F y20o0F 36'iHDPE 2 M " LANE LANE a
-L- - - - - OUT TO 13 862 > a 3:1 MAX FILL SLOPE . ~ PER FOOT SLOPE q ~ti~ - - - - - - _ ~ ~ w
14 STUB-OUT 27+50 48.5' RT. 894' qp' OF 18" HDPE 2 ~ W U7 ® ® ® 2" S9.5B ASPHAL 8" ABC 24" ALL Y GUTTE ® ® 0 3:1 MAX FILL SLOPE a W
-L- OUT TO 13 ~5 > ELECTRIC TELEPHO 15 CB 27+61.7 46.7' RT 896.91' 892.85' 692.65' 4.16' SD-2 SD-1 G 42' OF 18' HDPE 2 $60 ~ LINE & CARL TRIC TELEPHONE YTYP~} IE & CABLE COMPACTED SUB GRADE TO 9
~ V LINES -L- OUT TO 75 LINES STANDARD DENSITY 6" WATERLINE ELECTRIC
I6 CB 27+87 7 43.3' RT 896.91' - 893.31' 3.50' SD-2 SD-7 F y8' OF 75" HDPE 2 (36" MIN. COVER LINE
858 _ -L- OUT TO 20 g ~ _ 4" CONC ETE SI CONCfjTYP.)SIDEWALK TYPICAL STREET SECTION -L- NATURAL ~
17 CB 29+50 16' RT. 890.91' 886.26' 886.06' 4.75' SD-2 SD-t F 153' OF 36' HDPE 2 ~TYP.) • N ll GAS LINE
16 OUTLET -L 63' RT. - - - - _ _ _ - 2 856 ~ ~ 30+95 - P~ ~V - 8,22 NORTH
-L- OUT TO 18 A.D. 13.22 NORTH SOUTH r.
19 CB 30+92 i6' RT. 887.52' 861.10' 880.90' 7.52' SD-2 SD-t G S3' OF 36' HDPE 2 854 - _ - >
10' UTIIIT' 20 CB 30+92 16' LT. 887.52' 88276' 682.56' 4.86' SD-2 SD-1 F 32'OOF 36° HDPE 2 EASEMENT 10' UTILITY 50' R/W 10' UTILITY EASEMENT EASEMENT
852 6 24'
3.25' 1' 2' 1' 3.25' 1' 2' 1' 3.25' 1' 2' ~
850 10' 10'
3:1 MAX CUT SLOPE 5' 2' 2' PER 2' 7' 6' 3.25' 3:1 MAX CUT SLOPE
-L- out To 1s 848 23 CB 32+23.84 76' LT. 886.49' 682.95' 882.75' 3.64' SD-2 SO-1 E 127 OF 15" HDPE 2 F00T SLOPE
-L- OUT TO 23 PER F( PER FOOT SLOPE _ , -;:c::
24 CB 32+23.84 ,6' RT. 886.49' - 883.39' 3.00' SD-2 SD-1 E 32' OF 75" HDPE 2 846 3:1 MAX FILL SLOPE ® 3:1 MAX FILL SLOPE ~
25 CB _L i6' LT. 879.74' 876.64' 3.00' SO-2 SD-t G OUT TO 26 2 0 0 ® 4" VALLEY G TTER "ABC S9.5B ASPHALT 0 ® ELECTRIC ~TYP.) TELEPHONE
39+OD 32' OF 15 HDPE I 844 - , " CONCfjETE SIDEWALK & CABLE LINE
-l- OUT TO 28 I V. IN (15 FRO 38)=845.52 26 CB 39+00 76' RT. 879.74' 876.20' 876.00' 3.64' SD-2 SD-t F 296' OF 18" HDPE z _ ELECTRIC fRIC~ ITYP•) MPACTED SUB GRADE TO 90% LINES E STANDARD DEN5ITY ~
• LINE -L- OUT TO 33 842 6" WATERLINE (36" MIN. COVER)
27 CB 41+93 i6' LT. 868.63' 859.94' 859.74' 8.79' SD-2 SD-1 G 149' OF 36" HOPE 3 TOP=850. 2 ATURAL
-L- OUT TO 27 ~ r 28 CB 41+93 t6' RT. 868.63' 860.58' 660.36' &15' SD-2 SD-1 F 32' OF 36" HOPE 3 840 • GAS LINE
-L- OUT TO 28
29 CB 42+47 53 RT. 866.55' 861.90' 861.70' 4.75' SD-2 SD-i E 66' OF 30" HDPE 3 TYPICAL STREET SECTION -Y2- AND -Y5-
-Y2- OUT TO 29 N ~ d3 ^ ~ N ~ in ~ t0 ~ !n 30 CB 13' LT. 669.11 864.96' 864.76' 4.25' 80-2 SD-1 G 3 N d' n m ~ ~
18+43 65' OF 30" HDPE ~ ~ ~,~j ~ ~ ~ ~ ~ ~ ~ ~ 70 tV
-Y2- OUT TO 30 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 31 CB 18+43 13 RT. 869.71' - 866.01' 3.00' SD-2 SD-, F 26' OF 75" HOPE 3
10 10' UTILITY 100' R/W ,e++++++++++01+e~ea/~ EASEMENT P
32 CB 43+64 55 LT. 864.00' - 860.70' 3.20' SD-2 SD-t E 85'OOF 15" HDPE 3 El 10+00 11+00 12+00 10' 58.50' ~ ~ ~ . . 6' 22.50'
-Y2- OUT TO 34 33 CB 20+71 it' LT. 862.49' 856.96' 856.76' 5.63' SD-2 SD-i G 153' OF 36' HDPE 3 18" MAX HEIGHT ~ ~
-Y2- ea3.7a' Fran 3d OUT TO 39 19' LANDSCAPING ~ U~.~. ~ ~
- 34 CB 22+23 71' LT. 853.57 X03• 35 843.54' 9.93' SD-2 SO-i G 193' OF 36" HDPE 3 5: 1 MAX CUT SLOPE LOPE 1 5 .OS FT/FT ; _ ;1Wj, vj Z: _ 5 2 5 .02 FT/FT SLOPE ;0 V
-Y2- OUT TO 34 35 CB 22+23 ii' RT. 853.57' - 850.4)' 3.00' SD-2 SD_i F 22' OF 15" HDPE 3 BIKE SLOPE ,y
.02 FT/FT SLOPE LANE 4P
36 CB 17+93 ti' RT. 848.86' 645.52' 845.32' 3.44' SD-2 SD-i E 64'OOF 75° HDPE 3 5:1 MAX FILL SLOPE LOPE - - - - - - ~ 4" CONCf~ETE )SIDEWAL 8" ABC- 1 6" CURB & GYTYP) ~tT~~+~++ tt
TYP. l
37 CB 12+57 it' RT. 850.12' 844.24' 644.04' 5.98' SD-2 SD-1 F 25 OF 15" HDPE 3 N 0 TE S . 2'-0" CURB & G TTER ~TYP.) MPACTED SUB GRADE TO 90%
-Y5- OUT TO 36 38 CB it+93 11' lT. 848.86' - 845.76' 3.00' SD-2 SD-t E 27 OF 15° NDPE 3 STANDARD DENSITY 2" S9.5B ASPHAL
CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS. FOR VALLEY GUTTER, A
39 c6 zas 11"LT. 842.87 836.22' 838.02' 4.75' SD-2 so-, c 2rD~~s HDPE 3 15 FOOT SPACING MAY BE USED WITH PLACEMENT BY A CURBING MACHINE. THE JOINT
SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING. -Y2' OUT TO 41 40 CB 24+16 11' U. 842.87 837.76' 837.58' 5.79' SD-2 SD-1 F 42' OF 36" HDPE 3
TYPICAL STREET SECTION FOR ROUNDABOUTS
837.2'+- 3 CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY 47 ouTLET _ - - - / - - - - - ~ OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,
42 GB -M- LT. 841.97 - 838.87 3.00' SD-2 Sp_t E OUT TO 43 3 A MINIMUM DEPTH OF 1 1 /2" SHALL BE OBTAINED. 24+91 22' OF 75° NDPE' 1 /8" F 1/8" RADIUS 9 9 25" RADIU ~ U ~ ~ w
43 GB Z4+y, 1T RT. 841.97 838.57 838.37 3.50' SD-2 SD-i E 50' OF i8" HDPE 3 ALL EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO E• 1/8,. R 6~,> ~ ~ w ~ Q
-YZ- _ ALL RIGID OBJECTS. JOINTS SHALL MATCH SIDEWALK JOINTS IN LOCATIONS WITH
44 DDTLET 24+87 62 RT. - - 837.65' - - - - - 3 ABUTTING SIDEWALKS. 3/4" RADIUS I 3" RADIU e . , 6 a U ' 1 8 R 8"RADIUS
-Y2- OUT TO 43 45 CB 26+50 1~' RT. 646.03' 642.63` 842.43' 3.50' SD-2 SD-1 G 161' OF 18' NDPE 3 12' ° '4O ' e° . e • : 2 10' D p a . D 7„ x ..a y E.,
28 DAY COMPRESSIVE CONCRETE STRENGTH SHALL BE 3600 psi. 3/4" RADIU 7 • .a° • , n • Od.
-Y2- OUT TO 47 46 CB 27+50 it' LT. 852.01' - 848.91' 3.00' SO-2 SD-I F 27 OF 15" HDPE 3 ~ ~ 24" J a
CURBS SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE HANDICAP 1s w
47 CB -Y2 11' RT. 852.01' 848.61' 848.41' 3.50' SO-2 SD-1 G OUT TO 45 3 ACCESSIBLE RAMPS. o 27+50 105' OF 76° HDPE 1'-6'° CURB AND GUTTER 2'-0" CURB AND GUTTER 24" VALLEY GUTTER
48 GB 29+50 LT. 663.55' - 860.45' 3.00' SD-2 SD-I F 2yOOF 5 NDPE 3 THE TOP 6" OF THE SUBGRADE BENEATH THE CURBS AND CURB 8c GUTTERS SHALL BE as m
-Y2- WTT047 COMPACTED TO 100 STANDARD PROCTOR DENSITY. o Q Q om of ~ s~ z ~ a ~
49 CB 29+~ 11' RT. 863.55' 860.21' 860.01' 3.44' SD-2 SD-7 G 193' OF 15" NDPE 3 o a
-Y2- OUT TO 57 50 CB 33+00 i7' LT. 865.56' - 862.46' 3.00' SD-2 SD-7 G p2' Of 15° NDPE 3 w a
a 9. CLASS OR MEDIAN SQE ~ RI(RtAP AND LENGTH, WD1D1 AlA1 DEPTH OF APRON TO BE D DY 1HE QkANEER.
57 GB 3100 71'R1. 865.56' 862.22' 862.02' 3.44' SD-2 SD-t F 64'OOF 5"NDPE 3 THE FOLLOWING CITY OF SHELBY STANDARD DETAILS ARE THE FOLLOWING NCDOT DETAILS ~T DETAILS ARE a REFER To 1HE CfiMI.OTiE MECIQ.ETITiURG STORM WATER D61GN MANUAL FOR
-Y2- 72' 4.25, SD-2 SD-, F OUT TO 56 3 APPLICABLE TO' THiS PROJECT AND BY REFERENCE HEREBY APPLICABLE TO THIS PROJECT , TtIT>r:AP APRON DESkpI srANDAROS. PROJECT AND B Y REFERENCE ~ RIPRAP snauLD EXIETlD ~ T1mH sm~ DF,1ff AFtig1 AND ARWFn THE END
52 CB 33+87 11' RT. 863.07 858.92' 858. 35' OF 30" HDPE OF THE PD~E OR CULVERE AT 111E OISCNARGE OtlTlE7 AT A MA%DIUM SLDPE OF
CONSIDERED A PART OF THESE PLANS. HEREBY CONSIDERED A PART G -Y2- NCDOT STD. OUT TO 52 53 DI 33+86 215 RT. 870.00' - 865.40' 4.50' SD-5 840.22 203' OF 24" HDPE 3 A PART OF THESE PLANS. 21 AND A HENYIF Nm LESS T1uw 7ND 1HIR~ 1HE PIPE W~MEtER aR cuLVTitr HI9GHT. ~ e e 4. THERE SHW. BE NO ONE1tFl.OV7 FROM 1HE END OF THE APRON T01HE b 9
STD. N0. TITLE STD. NO. TITLE -Y2- OUT TO 52 TITLE StaIN'ACE DF THE RECE1+nNC awaET. 1NE AREA TO BE PAVED oR i1~RAFPED SHALL BE UNDERCU! SO 1W1T THE INYEIiE OF THE APRON SHALL RE AT THE
SAME GRADE (FLUSH) WRN THE SURFACE OF Tiff RECEMNG CHMDIEL 1HE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DDWNSIILEAId END.
ST-2 " -Y2- OUTT065 24 CURB AND GUTTER 840.03 SINGLE CATCH BAS :A TCH BASIN GRATE DETAIL ~ TME WD1TH ~ ~ TNn ~',HE APROx SHUT. eE EDDN. ro THE T~TTDM ~ ,---1 WID1N OF THE RECENRtG CNM8IEL. ILItDL1UM TAPFR TO RFmVINC CHANNEL &1
55 CB 34+i6 It' LT. 862.81' 856.60' 856.40' 6.31' SD-2 SD-i E 3D' Gf 36' HDPE 3 . ST-2A VALLEY GUTTER TRANSVERSE EXPANSION JOINT 840.16 DROP INLET GRATE .ET GRATE DETAIL e. ALL sum FnR s>RU~ To ~ coMPAC1ED TO 95R oR GRFATETL Pl.~
-Y2- OUT TO 55 56 GB 34i,,fi RT. 662.6,' 657.66' 657.46' 5.25' SD-2 SO-t E 22' OF 36" NDPE 3 ST-5 CONCRETE SIDEWALK DETAIL 840.31 JUNCTION BOX DET, BOX DETAIL ~ COMPACTED RECErANc cHUDaa sTUU. Fror DE ALLOwEn.
WILL BE PERLIRIED.
57 CB -Y2- 71'Li. 864.20' 860.16' 859.96' 4.74' SD-2 SD-, F OUT TD 66 3 ST-8 GRADES FOR STANDARD DRIVEWAY ENTRANCES 840.41 SPRING BOX 35+00 32' OF 78" HDPE IOX & NO E~I1DS OR CURVES M THE HORQONTAL ALNx1LffNT OF THE APRON o x s~ 8. HLTER FAQ SFwt BE RsTALLED ON COMPA~IED stN3GRADE PRgR TO
-Y2- OUT TD 57 ST-10 DETAILS FOR TYP "B" WHEELCHAIR RAMP 58 CB 35+00 it RT. 864.20 860.80 860.60' 3.50' SD-2 SD-i G 22' OF 78" HDPE 3 PLACOD7IT of Iffi+ RAP. t' ~
ST-11 GENERAL NOTES FOR WHEELCHAIR RAMPS -Y2- OUT TO 56 THE FOLLOWING ARE SPECIAL D SPECIAL DETAILS PROVIDED ANY TNSrURT1ED ARIA FaaM END of aFRma m REaEVa1c CHANNR. MUST ~ SFAeuufgo.
59 DI ~+75 RT. 867.90' 864.50' 864.30' 3.50' SD-2 SD-7 C OF 18" HDPE 3 SD-1 CATCH BASIN FRAME AND GRATE DETAIL 1~ L6DA NOIWLOtAPN FROM NC SEDIMENE AND EAOSLWV CONTROL MNIUAL OR
ON THE DETAIL SHEET fN TNES T IN THESE PLANS. GHARLGTTE MEaaFtlTluaG sTDRM W",~ °E~G" M~~. FoR °ES~" D~`'A OUTLET b W1 W2 ? H ~ IPtIN1 putt: ~~f 1'
+ - ~ 640.22 787 OF 36' HOPE SD2, SD-3 CATCH BASIN DETAILS 1 7t' 23.5 4S 1S' 25
-Y2- OUTT062 SD-5 STANDARD CONCRETE DROP INLET DETAIL STD. N0. TITLE 61 CB 37+75 1T LT. 880.86' - 877.76' 3.OD' SD-2 SD-t F 22' OF 15" NDPE 3 TITLE ,tL 24• ~ ,a' ~D' ~ ~ ~ 41 28' 28' 9' ib' 3A' ~I I~
SD-11, SD12 REINFORCED CONCRETE HEADWALL W/ WINGWALLS AP APRON A T PIPE OUTLETS 'g 'A' T
62 CB Y2 it' RT. 860.86' 817.52' 677.32' 3.44' SD-2 SD-i G OUT TO 59 3 CM-~~/, 23 RIP RAP APRON 37+75 203' OF 15' NDPE SD15 DIMENSIONS FOR DOUBLE PiPE HEADWALLS W/ WINGWALLS ~ 25' ms' e' t.7 ts'
CROSS PIPE -Y2- OUTT064 WS-1 CAST IRON FRAME AND COVER FOR MANHOLE DETAIL 63 INLET 34+97+/- 35' RT 862'+/- 86' OF 36' NDPE 3 WS-2 PLASTIC MANHOLE STEPS DETAIL 86 2S' 78' 9' 12' 1S NOTE: LarDt a f>LSa s wadi x.a/s ~ pxu~tx e ~ ~M0 ft0 ~ a8m ~ SE~rtt1f ~ ° CONiR01 SECTION 8-B
~~1Sxd50 T ~ iS X &nmt.
roncc oicr -yy- o~~ OUTLET _ i e r~ ~ n n r n n r r n n rt r n n r- -rr- t a n n t r 7 n 7 r
64 °ouTLer 34+47+/- 35+/-L' ° T ' VVJ-J t"fCL l HJ I UUINJ FC L IC IVIHINMULL
65 OUTLET 34+05+/- 37+/-LT 859+/- OUTLET 3 RIPRAP APRON AT PIPE OUTFALLS w
CM-20.23 x O
65 OUTLET 34+76/- 37+/-LT 859.5'+/- OUTLET 3