20021776 Ver 1_MAPS_20020114

~ N NF DEER LAKE TRAIL
JANICE ROSE DILLARD MARTHA E. RICHARUSON r (50 PUBLIC R/W)
D.B. 7781, PG. 290 DEER CHASE PHASE 2 D.B. 4679, PG. 7.34 \ B.O.M. 1987 PG. 1113 PORTION RESERVED BY OWNER g,O.M. 1987 PG. 1113 ~i B.O.M. 1987, PG. 1113
PIN: 1748380727 B.O.M. 1987, PG. 1113 pIN: 174838276', ~ f . Q
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a LOT 13 '1'r 1. THE PURPOSE OF THIS EXHIBIT IS TO ILLUSTRATE THE PROPOSED LOCATION t` .a ) ~ d ~ G OF NEW AND REVISED LOT LINES AND DRAINAGE PATHWAY LOCATIONS ~ L4
LOT 21 Q h`O : ~ O ay ~ ALONG WITH THE EFFECT OF THE BUFFERS ON THE PROPOSED BUILDING ~ w0.,
~c~~•h ~ a FOOTPRINTS. ~ N n 2. ALL LOTS SUBJECT TO A 5 UTILITY EASEMENT ENVELO E ~ ~ z U
~ 3. MAINTENANCE OF PUBLIC DRAINAGE EASEMENTS TERMINATES AT z z ~ o
2 ~`~'n•~~ LOT 22 ~ ~ ~ ~ THE END OF PIPE STRUCTURE. REMAINDER OF EASEMENT IS PRIVATE. ~ ~ W a h-+ O O
Q ~ ~ ~ 4.) ALL BUILDING FOOTPRINTS SHOWN ARE BASED ON A 40'X40 DWELLING G. ~ o ~ ~ ~ WITH A 20'X20' GARAGE. 0 ~
JQ ~ 2 4 BUILDING 5.) REFERENCES: BOOK OF MAPS 2002, PAGE 1165 v1 I ~ rrl~ x
~u ENVELOPE A TY I TRY ~ ~ a rp W KE COUN REG S w U O~
~e ~ LOT 20 LOT 14 )T 14 Yf' v w a p~
V PROPOSED ~ ~ ~ c~ w o
S BUILDING 6 FOOTPRINT 8 4?' TYP. •rn ~ z xad. / ~ w
v 7 44 ~ ) Q S9 3 £
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I N ExisTING v°' , ~ti. LOT 15 / I LOT 15
TOP `l OF ` ~
BANK ~ ~ i
^ ~ ~ N LOT 23 ~ % LOT 19 6 z I
30' ZONE 1 ~ 8 2' ~ ^ 4 c~ ~ o ~ m
STREAM BUFFER :ti \~G 4
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PROPERTY ^ \ ZO \
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U \ STREAM BUFFER \ LOT 16 ~~F ~ ~ F ~
\ ~ LEGEND
~ \ ~ O ~'l?~A-t~~ ~ ~
~ h/ ~ EXISTING IRON PIPE ~ \ ~ _
~ \ ~ _ . ~ NEW Syr 7j • L1 Lv { 18 \ ~ u T ~ ~ l.r,Li,V Lr:TLU PVIIV I y
24 / ~ PROPERTY 1¢ 43 G6 \ ~v w Q," ~ CONCRETE MONUMENT
LINES ~ 02, bV J g t~ J Q
40.0' $ Q V ~ ~ q ~ \ ~ 0 30' O SURVEY BY:
o L o o ~ LOT 17 \ h h ~ JOSEPH N. GRADY, JR.
~ o - ~ L g 40.0' L L-4163
~ o , ° C~ LOT AREA TABLE
o C 0 0 20.0 9 2 'q LOT SO. FT. AC. ZONE 'L SOFT. ~ 18,591 .4 95 ~
LOT 25 ~ 2S. ~ c11 c 1 ? ~ r~~, c z z O J rr~~ 25 16,442 0.46 N A ~
• Q 20' ZONE 2 "1 LOT 27 ~ ~1 O
5~ ~ C STREAM BUFFER S 19• ~ \ 2 26 20125 0.46 N A ~ ~ 27 19122 0.44 516 U Q
ry ~ ~ 28 17 444 0.40 712 U
v ro o ~ ~ CI A W = r
LOT 26 a~~ I 4 LINE TABLE A ~
~ a a ao 12.75 b ~ I LOT 28 LINE LENGTH BEARING w H ~ O
z~~~n L1 21.87 N 69'59'30" E ~ ~ Z L2 21.87 N 69'59'30" E W
W z, o w . ~ z 3 9 • ~ ~ PROPOSED L3 15.91' N 69'01'16" W
w m _ w 4 OLD ~ ^ ~ o o a ~ f PROPERTY A ° ~ BUILDING ~ _ „ ~ A L4 49.53' N 68'52 59 W Z ~ . _ p~ ~ Z I
00 w rn ~ LINE d' h. ~ ~ W FOOTPRINT Cr• U,
z cNV NEW O~ ~ N O r z ~ CURVE TABLE W O Y CU
w •o ~3~ o ~ O C~ B o a a00o PROPERTY m Z N~ ~ t,. u a N LINES J 9~ ~ ~ rh -Q CURVE DELTA RADIUS LENGTH CHORD BEARING TANGENT E,,,, Q J
z o cv ~ .r se S6 9 m o G l r Ct 12'33 39" 50.00' 10.96 10.94' S 20'3717" E 5.50 d ~ J ~ ~ z
o ~ ^ o h 36, ~ N LOT 29 ~ C2 48'11 23" 25.00' 21.03 20.41' N 02'48 25" w 11.18 TT
z m ^ (T r ~h N ~ N Q .~z N~~ rq \ ~ C3 05'50'33" 185.00' 18.86' 18.86' S 18'22'00" W 9.44' ~.J ~ ~ N 4 ~ ~ ~ (n Z ~ C 14'31'44" 185,00 46.91 46.79 S 08'10 51 W 23.58 W O w w U
~ o o ~ ~ ~ ~ 0 2g 8 HATCHED AREA ~ d C5 69'04'31" 25.00' 30.14' 28.35' N 35'27'14" E 17.21' U ~ ~ ~
~ m 2 4N N 6 9 REPRESENTS POR110N \ ~ 2 ~ ~ ~ u PROPOSED 9 OF PROPOSED BUILDING W ~ w Z C6 31'11'15" 50.00 27.22' 26.88 S 54'23'52" W 13.95' ~y O ~
2 ~ u PATH OF ~6" ~ ~ ~ Q o,^ Q FOOTPRINT"WITHIN THE ~ ~ C7 25'00'01" 50.00' 21.82' 21.64' S 26'18'15" W 11.08' ~ ~ ~ w
~ S STREAM "ZONE 2 BUFFER •~2 h C8 44'35'03" 50.00' 38.91' 37.93' S 08'29'18" E 20.50' ~ Z W > Z W " ~ p wQ~
20'OQ ~h^~ ~ d C9 38'14'26" 50.00' 33.37 32.76 S 49'54 02 E 17.33 ~ ~ p ~ O C10 04'40'40" 50.00' 4.08' 4.08' S 71'21'35" E 2.04' ~ ~ ~ . ~
Q m Qry ~ , W r •c,•0' •34 C11 36'18'35" 50.00' 31.69' 31.16' N 88'08'47" E 16.40' 7 ~ ~ ~ w
= W . ~ ~ CHAD R. AND MICHELE M. SCHWARTZ C12 69'04'31" 25.00' 30.14' 28.35' N 75'28'15" W 17.21' ~ A W o o Q
a~rn~ C ~ ~ D.B. 8451, PG. 2252 C13 14'39'24" 185.00' 47.32' 47.20' S 48'15'41" E 23.79' ~ Y Q rn 3 ~ Q a
m B.O.M. 1998, PG. 1215 PIN: 1748371942 ~m ~2 C14 13'1735" 185.00 42.92 42.83 S 62'1411" E 21.56' ~ U7 ~ z
2000 C15 01'45'57" 185.00' 5.70' 5.70' S 69'45'57" E 2.85' o 0
Q m ~ a a; -~N \ ~ PROJECT N0. ~ MRG-01015
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~O W co ~ DATE: 08 20 2~~2
~ `.'O ( IN FEET )
m 1 inch = 60 ft. McADAMS

N/F N/F DEER '~~AKE TRAIL
\ JAMCE ROSE DILLARD MARTHA E. RICHARDSON D.B. 7781, PG. 290 DEER CHASE PHASE 2 D.B. 4679, PG. 734 ~ (50' ~JBLIC RAW)
B.O.M. 1987 PG. 1113 PORTION RESERVED BY OWNER B.O.M. 1987, PG. 1113 B.O M. 1987, PG. 1113 a B.O.M. ~87, PG. 1113
PIN: 1748380727 PIN: 1748382767
i - - - - -
I x
o ' NOTES ~ zi'
~ ~ ~ ~
o~ Q LOT 13 o C~ ° o x x~ ~ ~
~ ~ LOT 21 ~ 1.) THE PURPOSE OF THIS EXHIBIT IS TO ILLUSTRATE THE PROPOSED LOCATION ~ ~ t` ~ OF NEW AND REVISED LOT LINES AND DRAINAGE PATHWAY LOCATIONS ~
z ~ o ALONG WITH THE EFFECT OF THE BUFFERS ON THE PROPOSED BUILDING U1 Q,
FOOTPRINTS. ~ ~ ~ r N ~ n ~ 2.) ALL LOTS SUBJECT TO A 5' UTILITY EASEMENT ENVELOPE. ~ ~
z\ , , a ~ ~ ~ LOT 22 ~ ~ 3 MAINTENANCE OF PUBLIC DRAINA A ~ Z i i ~ ) GE E SEMENTS TERMINATES AT Z Z
Q ~ ~ ~ T ~ ifJ O ~ HE END OF PIPE~STRUCTURE. REMAINDER OF EASEMENT IS PRIVATE. 7~ d' ~ O O ~ 4.) ALL BUILDING FOOTPRINTS SHOWN ARE BASED ON A 40'X40' DWELLING ''a ~ O O
Ja ~z WITH A 20'X20' GARAGE. Q" E- d~ ~
~ Q BUILDING ENVELOPE \ ~ 5.) REFERENCES: BOOK OF MAPS 2002, PAGE 1165 ~ ~
sQ (TYP.) ~ LOT 14 WAKE COUNTY REGISTRY ~ ~ 'Y ~ w ~ ~ ~ LOT 14 ~ w ~ O ~
~ PROPOSED LOT 20 i < ~
S BUILDING 6 ~ FOOTPRINT z ~ ~ C7 V O
8 ~ ,S' 2 (TYP.) ~ 1 44" z ~ W
Q sg. , ~ ~ 33 E
U O
~ ~ \ C L
~ ~ ® ~ ~ ~ O ~ ~ ~ ~
C~ ~ N. LEGEND
EXISTING ~ ~ ~ TOP LOT 1 i DoT ~ 5
\ ~ ~ I OF ~ ~ ~ ~ ~i EXISTING IRON PIPE
BANK ~ ® CALCULATED POINT ~
~ ~ N SOT 23 ~ LoT 1g 68 a 30' ZONE 1 ~ 42 U~
STREAM BUFFER ,~V , ~~6 44 ~ \ w ~ CONCRETE MONUMENT Z O ~
I o ~ \ N o ~ - \
OLD = O' ~0 ~ W
PROP RTY ~ \ E \ LINE \
SOT 24 v 20 ZONE 2 \
~ U STREAM BUFFER \ LOT 16 ~6 ~
~ \ ~ ~ , ~0
~ ~ \ LOT 18 ~ ~
C~ ~
New 2 ' ~ HATCHED AREA \ PROPERTY ~ ~ ~ ~ l
LINES ~ 3 w ~ REPRESENTS IMPACT \ ' \ ON WETLANDS CHANNEL CULVERT BUFFER ~ IMPACT AREA TABLE
40.0' v STREAM BUFFER ZONE 2 \ Q STREAM BUFFER ZONE 1 18,849 SQ. FT.
~ 0 30' BY STORM CULVERT \ ~ ~ STREAM BUFFER ZONE 2 12,566 SQ. FT. \ ~ SURVEY BY:
° o ~ LOT 17 \ ~ o ~ ,.v ~ ~ JOSEPH N. GRA~~ JR.
40.0 °j N N SHADED AREA PROPOSED DWELLING BUFFER L-4163
~ ° ° \ REPRESENTS IMPACT IMPACT AREA TA BLE
0 20.0' o C'g ON WETLANDS CHANNEL \ \ T 2 5 ~ ~ LOT SQ. FT. AC. ZONE 2 S .FT / ~ O 23 18 1 Q ,59 0.43 295 z
~S \ 2 ~ STREAM BUFFER ZONE 1 V~ ~ BY STORM CULVERT ~ \a j ~ ~ 24 22,995 0.51 771 Z / O J
25 16,442 0.46 N A ~ O 26 20,125 0.46 N A F" ~
S 2~ \ 27 19,122 0.44 516 ~ Q
- / - ~ / o 28 17,444 0.40 712 ~
o / ~ o ~ - ~4 C15 =d W Q I
AT 26 ~ ~~d~ X12.75' ~ ~ N ~ 28 LINE TABLE ~
z~m~~ o ~ LINE LENGTH BEARING W F., L1 21.87 N 69°5 ' ~ ~
2 \ 9 30 E ~ z L2 21.87 N 69°59'30" E ~ W
z 73 9 ~ P w ro ~ _ ~ 4' OLD ROPOSED L3 15.91' N 69°01'16" W p~ ~
~ o ~ w v BUILDING o ~ PROPERT, ~ < m w w ~ 4 FOOTPRINT ~ - - t~ Q _ _ _ L4 49.53' N 68°52'59" W Z ~
~ ~ ~ LINE ry ~ o N N (TYP.) ~ Z U
z o NEW ~ ~ 6~ ,,~q w ~ ~ ~ PROPERTY ~ ~ ~ O W CllRVE TABLE z W
~ ~ ~ J a a~ LINES ~ g N" ~-HATCHED AREA CURVE DELTA RADIU N ~ ~ ~ v S LE GTH CHORD BEARING TANGENT ~ Q J
z ~ ~ Q > >9' ~ o REPRES NT ~ ~ N m a S o ~ a E S PORTION C C1 12°33'39" 50.00' 10.96' 10.94' S 20 37'17" E ~ 5. ~ ~ 50 Q ~ J ~
01'~ ,o ~ 62.3 ~ ~ ~ N OF PROPOSED BUILDING (JJ o~~~ 6 G~ z ~ N (T ~ ~ FOOTPRINT WfTHIN THE r C2 48°11'23" 25.00' 21.03' 20.41' N 02'48'25" W 11.18' ~ Z _ ~n C3 05°50'33" 185.00' 18.86' 18.86' S 18°22'00" W 9.44' ~ ~ U ~
Q .~z ~T ~ - w m Q ~ ~ ~ ~ "ZONE 2" BUFFER n ~ ~ ~ cv C4 14°31'44" 185.00' 46.91' 46,79' S 08'10'51" W 23.58' z
~ ~ ° ~ ~ ~ a o, 2g. g 30' 7J ~ m a ~ N 9. LOT 29 ~ O (n W C5 69°04'31" 25.00' 30.14' 28.35' N 35°27'14" E 17.21' ~y ~ ~ ~ rJ
~ _ , ~ PROPOSED 69 Q 2 \ a~~o~ ~ 1~ „ 0 ~ ~ ~ ~ ~ ^ ~ PATH OF 6 20' ZONE 2 ~ ~ C6 ~ ~ W I- ~ . z ~ ~1 11 15 50.00' 27.22' 26.88' S 5423'52" W 13.95' ~ C
ro S STREAM U/ STREAM BUFFER GT 25°00'01" 50.00' 21.82' 21.64' S 2618'15" W 11.08' ® ~ ~
~ °N C8 44°35'03" 50.00' 38.91' 37.93' S 08°29'18" E 20.50' ~ ~ w z ~ C9 3814'26' 50.00 ~ 33.37 32.76' S 49°54'02" E 17.33' ~ O ~ o ~ ~
ZOOQ N^~o J m ~ . 21. ,3 , C1O 04°40'40" 50.00' 4.08' 4,08' S 71°21'35" E 2.04' U] O ~
o ~~\rn ~ \V a" N/F ~I C11 36°18'35" 50.00' 31.69' 31,16' N 88°08'47" E 16.40' ~ ~ ~ ,
~a,~,~"~ CHAD R. AND MICHELE M. SCHWARTZ Boa C12 69°04'31" 25.00' 30.14' 28,35' N 7 '1 " W m ~ W Q T ~ 5 28 5 17.21 q
Q ~ n D.B. 8451, PG. 2252 ~ B.O.M. 1998, PG. 1215 C13 14°39'24" 185.00' 47.32' 47.20' S 48°15'41" E 23.79' ~ ~ Q ~ ~ Q
~m ~z PIN: 1748371942 C14 13°1735" 185.00' ! 42.92' 42.83' S 62°14'11" E 21.56' ~ ~ ~ w C15 01°45'57" 185.00' I 5,70' 5,70' S 69°45'57" E 2.85' ~
zOOa m ~ ~ o ~
a N O ~ ~ PROJECT N0. MRG-01 G`~ 5
ro q FILENAME:
~ ~ C7 OUP MRGO1O15-C'.DWG
GRAPHIC SCALE DRAWN BY:
m~ CDR 60 0 30 60 120 240 SCALE: „
~ J~ Ql ~ 1 =60'
~O Y~~ DATE: 08~20~200
O ( IN FEET )
m 1 inch = 60 ft. ~~-,~Tl R ~~C~