19970623 Ver 1_Site Plan_19970709

U Copyright 1995 Appian Consulting Engineers, P.A. These drawings have been prepored as instruments of service for a particular site or building improvement and remains the ro ert of the En ineer for use under his su ervision. No re roduction or other use is c other use is allowed without his permission.
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6~ MIN. EDGE FOOTING At 't/W VERIFY CONTROLLED ACCES '
R/W DO N01 ENCROACI ON R/W I
MASONRY WALL ~ -
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EASEMENT-~
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3 THERE IS A 5' DkU EASEMENT WTHIr, RUrFER EASEMENT PARALLEL AND I C I z ~ no~~A1FNT ro u s s4 DY-crass R/w
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II 784. 15 ' - 848.42' 20' NATURA I I 1~ _ L BUC'FER - COVYIR - - r 22,918.31' Rad. EASEMENT aLfD ACCESS -
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l t S 06'11'53"E 86.54 1 I i - - - - - MO/V.
12 S 05'30'14"E 100.19 + I I I - - _ - _ _ - ~ r7.. 146.09' , II I I , I I I 5' 08U I- - N ~ 86 I J EASEMFNr ~ - - _ _ ~ i 107.,54 ~ 171' 7 w ' )?47.58' ~ t 3 5 02'55 D6" E 51.36 ~ ~ : ~ I, : I I ; . , I I I - - I ~ _ 179..5 ' i -------Y----- - ~ ~ rte.. ter...,( ~ ~ ~
i < L4 S 00'1229 E 51.52 ~ - " :el~ II~ :~II: :II: :II / r / / . ' ~ / 1~-
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6 02'28 W 51.56 I I I , , ~~I~ ~ ~ ~ I ry I ~ I ~ ~ I - _ -1~~ - Is r ~ :~I: :~I~ I: ~o~/: Iti, ~ •I , 17 S 08'53'45"W 51.50 i III I I1~, . ~ I I I :m I ~ 7 i 45ft 8J' _ ~ i ~ i i 11 ..r.., . , ~ / R/lY ~ NI
s •4 ' r 3 I~ I : I . 23 i . I I , I I ~ ,.i;..,:... 16 , 11 0 26"W 51.52 ~ ~ ~ ~ ~ ~ ~ r i ~ .ZION ~ i i / d
19 S 14'33'08"W 51.55 ~ I' k„ ~ v ~ 14 k~ I I ~aW~ ~ ~ 'JL~' ~II~ ~ ~I 22 r` v~, ;Lti: I ~ i t..l•,Ir,~~ 11 o s n'23'29"w s1.32 w - ~ ~ ~ I 1 : 13~ ~ . i i i R W .l.~f~, I i ~ ~ ~ 0 ~ ~ ~ _
" 2aDRAI ACE ~ ~ 6~' 't. 5~•. I I C~RBO UGH LN / / I V''. 111 S 19'76'37 W 100,91 - ~ ~ EasEMFN~ ~ ~ ~ ~ ~ I ~ ~'I T ~ v ~ I -l.•~ I / ~ ~ EX M.H. / 0 , .,•5'~' ;l.~•~ Ez roP 1fo.11 / ~ ~ ~°i ,
I a• I ~ I I I I . tk ~ - R 117 , 2n1141 w 158.58 Ex 24•RCP I ' 1~ ,1Fm 1 ~m I I a m I ~ ~ ~ I A~,.~,. 3 ~ W ~ v I'I I I ,~g' ~ I I I ~ yb 'r;'~ •T EX INV rN ro4.4o SuRVEl'OR: vE>:IEr Ex. ~ go ~ , EX INV pUT 104.35 EAST CONflGURAiION ~ / 9' r ~
3b' qq ~ I ~ ~ I I ~ ~ v ~ / N. , ~_._1 -_119.00;_.JL,~LNw121.74'JL--134.71'__Jl_~ \ 'g~ //,''0 ~r °n 29 ~ h - ~ 5 ~ ~ ti ~ ' • FOR FINAL PI Ai ~ EX M.H. ~ / ~ 1~ ~ EX TOP 110.45 ,ya
• I I - - _ v 6E~~i ~ ~55~~ 0~ _ / / ~ - ~ EX. INV. IN 107.79 p~' 0 j _ - -_S '~1'p~_, FX INV. OUT 107.71 / 4O' ~ ~
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~ ~ ~ - - - - I 15 ' a ' - ~ I I 1D' 'T FARE SETBACK / i 1 r 176.25• I I 129.50' l ~ 138.97 - - IR4.74' - i ~ I ~ ~"5 ~ W2-5A ~i~k 5~-- ~ ~ i W2-9 .i ~ l /y ~ '~""~'^y~~i ~~I~NG .ST' ~SS~ ~ ~ ,
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I I I I ~ ~ ~ ~ 'f', I I / ~ : EX. BUILDINGS i I 40` R W' I 0 F 1. I 1 I / g I _ _ ~ ~ NASH GENERAL HOSP ~ ~ 3o cau EnsFUFtJT i) R 9 s3 f,q `.~T7
r' X ~ ~ •x II ~ ~ ,r.. : I : r° BE DFMOUSH~n ~ ~ I I I ~ ~ ' I ~ , ' Q 3 ~nl ~ w~gtirN,, . fi. I I ~ I p I ~ ~ ~ ~ ~ ~ i - ~ n ~ ~ O r
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o' 1 " - slr1.- - - -----1 ~ I 0.013'Ac. - - , - ~ (11 suRVEYOR: VERIFY Fx. ~ I ~ ~ ,,dl, I f 1 1 I I I.. I I ~ , , I w5 1s FAST CONFIGURATION I W I I I • I I • : I I I \ N • / ' / I WS 12 ws-16 1 ~ ' ~1~ ws-1s ,~_f7 1 / ~ -12 WS-16.rA~... ~ ~ a~ ~
n roR FINnI I>tAf ~ SI I I 1 2 I I d ~ ~r ~ "`w~'
FY. MH I I I ~ ~ 11 EX. M.H. Wy-1t , f, , ~~I I I . . ~atio ~ i, ~ 17 \ ~ ~ , ~'Ex. roRn1.r51~ ! 4 I~ I I I ~ ~ I I : : I r ~ : ~ e ~ ~ I h I : \ V ~ I ~ ~ ~ ~ ' I I'lav !N 1o5.9e I : r. 111.l51~~-tt~,. `i i EitCE-3 105.98 I ` ,,~WS-9 m I \ Sc'. ~
I I~ SUBD SON ID C' b B o 18 a , i ~ ~ / \ 'z. ~ ~ I ~ N I ,~WS-9 N Id INV OUT 105.95 slcN LocATED I : 37 : I a~. ~ I 34 , ~ 4 h I a I : \ \ ~ ~ o ~ ~ ~ z ~ l T 105.95 ~ ~ ' I ~ ~ ~ -t ~ I w5 a 0.33 Ac. : I ' FocE-4 ~
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~ j~ a ~n . EX 74' RcP - I L11 ~ I I ~ I i ~ I I ~ i _ _ _ _ :II '
rNV 11507 !r ~ 1~ ~ ' ~ I I 1 ~ 'Ic 7 ~Af7 r ~i ~ - 0!1 i44AF nor I' ~J I i I a m ~ i ~-134.55' - 127.49' _ n,_I28.9?' rJ L-_ 1A9AD'- ~ I r lr \ t' r ~ ( CH ~ J I I -rnE~'2 \
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fX INV. 139.15 , - _ - - - 1~•~ ~ I I ~ m ''S rLAC-1 ~t• ~ 1 •'4 \ 1 II - - - _ _ _ _ - - IJ6.oo - 1 I 0.000346 Ac. ~ , ~f~ 0 1 1~. \\N. 110 39,E ~ ? ~ ; z~ \ FACFMENT~.'_.r ~ ~ r ~ W
R e ~ , ~Da~u 171.351 - IJ6.61' , ~ EY I I I I , . ~ • . , ~ . \ s,,. ~ , as v ~ I gB I. ~ ~ I~ h, I EASEMENT ,1 a' I m`' i I I II. i . \ 1'. ~ • ~ I : I I I ~ f CoCE-6 ~ ~o. S 86'12'58 W 168.86 N 81' ~ \ ~ ~
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3 ~ , N 11 I I ~ ~ I ' I w ~ ~ rs18 ~ 1 ~ ~ ~ \ ~ `I "146 ° 41 42 I EX. rOP I • A ~ • ~ 28 ' ~ I fX. INV. IN l~'J:'~ ~ 1 ~ I; I_: 5 :Im' 6 lo: 1 ••:l ~o? ~o ~ 45_ ' a2 I fX. INV. IN 107.8 ~ ti..:ryM~... ...,1 \ ~ ~ 7T , 15. EX. INV. OUT f079< ! 1r ~ \ •
ry 1~ ~ q. 4 I I ~ 27,' ~ EX. INV. OU ~ ~ 1 :I I~~i •I~, i~, ;I II: •I ;~I 0 ;~Fti7 I 4a .
I : ] rm:-.. , 3/ /ry ~ ~ EASEMENT 1 ~ 0 •I I:rv~ I I I I I I 1 i_ _ --r I-- --fd 25- _SS~. C', 44 ' 4J ~ ~ . _W5- ~ s ~ - - - f,fp5.99'- ~ - - ~ ~ ~r - - - ~ I 1 w I •
. SURVEYOR: VERIFY EX. ~ 1 :I ryw I I ffl 24 '-,;•„_•--~5 LA- r.-.~ n F ~ \ L.n' A.r.~r. caei;E eAS,r • __I I=r - - s--~.n~ _ -Era 0.039 Ac. _ v .os f S CON 1GURA110N ~ I / h DO NOT ~ _ _ _~J L= =F°- - Q _ _ - - -SS- - x-55 S r77.JJ. - _ - ~ , . cl_nC 4 ~ (IP ~ ~i~r„_.~4~ ~ FLnG 6 rLAG_~ ~ ~ ~ ~ , ~ ~ V
ir~u rMnl FIAT ~ { 180.34 r FLAG-1 ~ c ~I~ ~ .r~~.~~._~. ~ ~ ~.,..DI$ti1kB ~ J- ----55--- SS--135.96' S5 135.88' 19~rS0~ ~ li / ~-------,~r .1.~~ , ~ ~ ~ ~ ~ ~ li i •
~ Fz. o1rcH ~ 1JS.eJ N s7 3o nR E ~ If, ~ ~ ~ / - -5 - -o-- 140.40' Fv. iAXI F I EX M.H. ~ l i I ~~r~l II , - 180.18' 1 EX M.H.- i I fX, rOP 129.56 ~ J I ~ I ~ ~ ~ r 1 .l I I 1 ' - ~ 1 ~ 1 1 ~ ~ ~ I ~ I I ~
NI E-?- - - 222.55' ASEMENI (IP ~ I I ~ i I I ~ l 0 SAN..Sf WER f X M H I ~ EX. rOP 153.44 I j EX, INV IN NJ.BJ a i l r 9/16"AOLT (IP „ V A 7 E. ~ 1 EX INV 17 A6 I I (X INV pUi 11.18] I` r11 F~~~ ~l 1 ~ --1__ A I~ I I ~
EX. M.H. ~ \ \ EX 10X° 154.18 1 i ~ -SURVTYOR VERIFY E% I i 11~I1 ~ ~ ~ ~ A fX. INV, IJ1.85 1 I I FAST CONrIGURATION i ~ I ( F~~~ j i ~ li i ~ _ EI , ! ~ ~ ,
EX, rOP 14L71 ~ fX. F r,76.67 ~ 1 ~ FOR nNn1 PLAT 1 I I I r ~l ~ r ~ r'~ Ex. !NV tJr?os 1 ~ ' 1 , i ~ i i i"~ ~ 1 ~
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~ 11 ~ l PNT NORTHERN EASTERN PN7 NORTHERN EASTERN ~
1 813298.357997 2335589.316456 WS-12 813305.967519 2336319.138764
2 813303.386558 2335595.127234 W5-15 813313.775867 2336329.318938 3 813253.674914 2335641.629552 W5-14 813337.835328 2336332.429350
4 813254.136304 233564°.407671 W5-16 813300.776915 2336370.880001 Nlllnrrrrlil
5 813230.314487 2335651.559338 W5-17 813308.139259 2336409.153417 ~ Ir P ~y'~
6 813229.316208 2]]5649.212817 W5-8 813297.108855 2336410.902448 7 813198,982314 233567].520114 W5-18 813296.566403 2336461.331400 ~ . .y;
8 813200.926884 2335680.613914 W5-7 813282.963021 2336441.194455 J ~ - • _
9 813150.739375 23357D~.539836 W5-6 813207.908428 2336485.777138 QN z u, d'
10 813154.783985 2335705.534133 W5-19 813212.685390 2336499.808672 :1~ U) 00 .
11 813144.076751 2335721.732638 W5-20 813162.400109 2336548.286691 12 813148.061284 2335720.175999 W5-5 813161.380490 2336581.537125 ~H d%~~....
14 813142.620616 2335752.028472 W5-21 813153.998123 2336604.622026 N ~
15 813141.202301 2335748.266693 W5-4 813137.846641 2336597.539333 IIIl rlilllll111~~~
17 813114.685343 2335771..782469 W5-3 813092.592184 2336606.422052 18 813087.308786 2335817.334547 W5-22 813099.421154 2336615.049715
19 813091.229163 2335816 631464 W5-23 813054.663296 2336640.885342 P~~A N THIS T T F R C~ ~
19A 813054.883396 2335853.118877 W5-2 813043.552945 2336645.602669 CONSTRUCTION SAFETY ~ ' tr ~ ~ ~ ~ S 0 These drawings do not contain the requirements for
20 813060.879152 2335850.923565 W5-1 813035.515333 2336665.980944 22 813055.795661 2335884.197502 W5-24 813040.670099 2336670.141466 job safety. All provisions for safety shall be the sole - -
23 813019.872343 2335924,076105 FOCE 813111.913789 2336110.9D5420 ras onsibilit of the contractor. BEFORE P Y YnU rnC I ~
24 813016.164140 2335922.356178 FOCE 813102.859136 2336734.057970 CRY OF ROCKY MOUNT APPROVAL FOR CONSTRUCTION ~~I ~ TTx ~ FR11 R; ~-Poo-
24 813037.958625 2336166.643496 FOCE 813212.256122 2336756.175454 25 813036.144855 2336169.242357 FOCE 813227.901706 2336786.278515 Certified by the director of planning and development 632=agog , m ,1,
26 813067.720881 2336201.363916 FOCE 813250.800427 2336817.595559 _ Date. IWY~ and city engineer that lhis planned building group NoRrF1 Dir. of Engineering CnRO1INn
27 813064.974619 2336207.019505 FOCE 813278.777898 2336779.241322 was approved by the planning board and/or technical - - review committee on: (date) and meets oNE-snit
46 813087.039401 2336257,303395 W2-3A 813460.235295 2336617.921269 I ~ ~ I DENOTES COMMON AREA 40 813098.596782 2336271.401622 w2-4A Date: r.F-N tFR ca the standard set forth in the zoning ordinance Dir, of Planning ~ Development ~ ~
813492.135930 2336558.131925 IsLANO Is a 'coMMON ARFa 41 813079.340232 2336287,704927 W2-1A 813487.90171 4 (BACK OF ISLAND CORfl =RIGHT OF WAY) 2 23365 6.415471 SCALE rr ~i
45 813061.923591 2336314.266546 W2-1 813488.279119 2336516.929665 _ _ City Engineer Planning Board Approval Oate: n ~ ~ I
42 813071.534678 2336317.404583 W2-5A 813493.939992 2336515.293218 - - - 0- - - 100 700 750 300 350 400 39 813130.410685 2336274.613709 W2-2 813461.256714 2336483.939316 ~ F W
43 813031.029715 2336371.155418 W2-3 813444.085263 2336452.497939 Director of Plannin ~ Develo ment ~ a n- _1 rr ; , g P RECORD DRAWINGS: ~
3 3 44 813023.933897 233637E~.645998 W2-4 813453.653346 2336445.746176 ~ ~ These drawings are believed to be a Certification by the City Engineering o - correct re resentation of actual field Daparfmeni that this Construction Plat
TYPICAL SIGHT 28 813107.005385 2336227.077373 W2.5 813448.490039 2336423.884889 DISTANCE EASEMENT 29 813109.116299 2336227.292429 W2-9 813490.309914 2336424.275249 ,~,r.,,~,,,,,,~,,.,,,,,,,~„~,,,,,,~,,,,,~,,,,~,r,,.~,,,~,,,,,~,~,,,,,,~,,,,~,,,,,~,,, EXISTING CONDITIONS: p ~ The contractor shall be responsible for reviewing all conditions but are not warranted as meals the appropriate City Standards. ~I n
I I I I 30 813123.681159 2336221.97373) W2-6 813456.121114 2336410.213085 existing job conditions. Any adverse existing conditions such.
I 31 813163.851260 2336223.981043 W2-8 813461.945558 2336402.027917 ~ ~ I affecting work shown on these drawings shall be City Engineer; Date: o brought to the attention of the engineer for possible gy. ~ Date:
__I_ _ _ _ ~ . - _ 10 32 813175.758775 2336235103659 W2-7 813451.315362 2336401.377450 ~ -W - - - - - - - - - - - _-~_1_ clarification or reconciliation. I
R/W - - - . ~ _ _ R/W 33 813196.548399 2336242.181467 FLAG 612994.053101 2335974.362707 70'__ ~ 34 813217.720218 2336273.128337 FLAG 812994.699826 2335989.188964 II These plans ora for bidding purposes only and _
I'-- _I 10' T'FARE ' SETBACK 35 813246.443265 2336271.215682 FLAG 813002297316 2336163.362380 ADA AND LEGAL DISCLAIMER Certification b the Ce arfment of Plonnin Y P 9 are not to be used as Construction drawings rn
u o, t~.~ . - - ~r This document is not renresenfed to comply with n_.._L....,.._..i ih.J 11.1. r...,.1.,...Ir.,., ..r..l . . w
ii w vwc+V.+vw.,[ [ o,wo.y,,, o AG tl13002.634426 2336171.090670 DEVELOPED BY. 37 813245.862784 2336362.045538 FLAG 813290.650394 2336784.402989 Pla"n'nin urns tr ;ir oleo ana aarea as approvea ror R m all requirements contained in the ADA or other laws. Y was a r) I
WS-9 813266.814019 2336361.928796 FLAG 813122.883214 2335777.606019 EASTERN CAROLINA DEVELOPMENT Engineers are not licensed to interpret laws or PProved by the Cit g Board on Cons uc on below by the Engines NO
W5-10 813255.415474 2336340..175743 FLAG 813024.064588 2336662.379792 give advice concerning laws, the owner should have day of ,19 - Approved for Construction: JOR - this document reviewed by his attorney to determine 97"-010
W5-11 13287.053489 2336349.171101 FLAG 813025.087488 2336685.829891 CO. of ROCKY MOUNT INC. legal compliance. Director: _ Date: 4 D--0469 o
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