20020429 Ver 1_MAPS_20020320

LEGEND
tl AC - ACRES Notes NOTE:
ECM - EXISTING CONCRETE MONUMENT Area by DMD References
t -T, I EIP - EXISTING IRON PIPE EVERY DOCUMENT OF RECORD REVIEWED AND CONSIDERED
EPK - EXISTING PK NAIL T IRS - IRON ROD SET 264 640 SQ. FT. D.B 762 PG. 459 Subject to all R/`1''s, easements, zoning AS PART OF THIS SURVEY IS NOTED HEREON. NO ABSTRACT
OF TITLE, NOR TITLE COMMITMENT, NOR RESULTS OF regs. and/or restrictive covenants of TITLE SEARCHES WERE FURNISHED THE SURVEYOR. THERE
o 0 EIR - EXISTING IRON ROD record and not shown hereon. MAY EXIST OTHER DOCUMENTS OF RECORD THAT WOULD AFFECT
R/W - RIGHT DE WAY 6 08 ACRES D.B 917 PG. 658 TH
S;SQUARE FEET P.C 1 SLIDE 65-B UNDERGRO "~7 ELECTRIC. IS PARCEL.
1. DEED BOOK , PAGE
D.B 920 PG. 351 ALL UTILIT'~.5 TO BE VERIFIED BY CONTRACTOR BEFORE CON TRUCTICN. 2. AS NOTED.
ZONE - R.A-6 Z Z
LOCATED IN FLOOD ZONE AE AND ZONE X N
N . COMMUNIT? # 370094-0010D EFFECTIVE DATE; 8/31 /81 w S 66'33'13°E 53.%0'
oa (v~ ah9~ S N 72'03'12°E 261.86'
VIM IT
(NOZ _.5 53'21'26"E 58.97'
`ell FRANCIS BLACKWELL
ti D.13 920 PG. 351
- W - x - - GuLU LM rtNCE N 74'38'03"E 101. W, 41.7k* p,t
TRANS ER
tl - W - - WATER UNE bill F T\`F N 71'1.1'10"E 5570\ ~conc l~~V v S 48'45 07„ 2.18'
11'10"E 55.-,0 .004
Z 11,1 - AS,D a9 pP
tl N 74'0712"E 124.35' W. • w2 W . 402 • i ~ow r - i F. OR^ i S 62'33'29 25.?6,
4c TOWN OF TARBORO -TEL [phone] ' \ i i a F`YO
r, 4 I r wM a° rn~~ o ~ ~ INV.. 40.74'
S~iyilP,?Y ~I er P~OP~ sf Tov. atop' ;PS
TOWN OF TARBORO - TEL. J ^_52-641-4200 -,T I Tp T_ 7-A~i 0 s. wM0 RED W,
46 N 70'16'21 "E 181.58' Dh
tl UR 3 iT W~4 y r" TW~ 7~/ ~O n 1 t a'~ I& END of PAY. 4?41 GRASS ) xb \ X ,rT+ o, 'n 0 Y m
i/ r % is' R8 0. TOP - 45 1 t' o m / s H 6 LP / i v _ 11 _ - __.~_~~ii- 'gyp j~ .S\ q wv _ - 42. 19' m n V1 Q (V 3 Y
= TOWN OF TARBORO TEL [phone] PR i'~ c6N /r v
- / 1 v
z _ i p,f Z Via" RED bAK w 4'-" ~J aq9 SERNCE to W 7 02: TRANS p~ O sov 7
wu F s) ~G S) v FORMER ~TRGNaFORMER -4' SERNCE
o TOWN OF TARBORO - TEL. [phone] { R` 1 N 69'19'41"F 165.86' Z / l / r A/S i'~
z ELI ~~7LI 5 O
E aZ.OR'I~E t w
SPRINT - TEL. [phone]" PWAE Tv J-j use J w
Q ^I 76'45'47"E 141.2"~~ V r~ro Q d JA l
our 7 tit y 5 P ~i
Mm S 5., ?E top
45.39' u i~ / , ~1 T 8 - 52 i N~p
F. N 6706'31"F Bl.d, GRAS )
10 Is 81 49 0 ;'F 54.83' '.771i~>.?" M1N. A ,'1 s R.r SOS ~r VOS X57` e/ - I certify that r¦l
r 172'43'4UL 43.44' ~~9~, i~~ ~01 J._ - W ",y~W PSPrP~3~p40 the survey creates a subdivision of land within the area of o county
/ ~j or municipality that has an ordinance that regulates land.
WON The survey is located in a portion of a county or municipality that is
z 0 5 30 ASPHALT PARKINGF M BW r^ S 1 ~/~~5~ z IR / \ '"a Jp1lON 1,'I 1 C) ~1NIIF~-= ' ,5410 w unregulated as to on ordinance that regulates parcels of land. M
8* WEAT Z 2 f ti1-E I LOT 300 w % Y i The survey is of an existing parcel or parcels of land and does r
o EIEw an Vol r R1 NG _ N \ not create a new street or change an existing street. ~n O
tl q h r.'g"N' 3~2$ Nw"w, T OUA ~I i~ pNR "56M6 ~F~ O M 1 Vi
/ ~i8' EI U p 11I,, 1 ) O v , / PSg11A 'L1.~,1 ~A 141 t2 ):;DAa ft (-GRASS G u~ The survey is of an existing building or other atructurs, or Z3 -3 t
~ S~ETQALL 1 1 ',rt yI , i _ ft Q t ` \natural fsalure, such as a watercourse. o - v , %
S 15' S..iLAP' SENI,2 EASEMEWT 11 i'I II~~ - GRASS) MH i The survey is a control survey. Q
~RCP 4
A/ OWN w ~pSA may' 1 ,I 'ill r1 A _ The The survey is of another category, such as the recombination of
Z 111`li'1.1 I AV \\^~y Sw~ATC3 %y,~• 1 y E G i'?' I 1 - I m I MxF 84 \ r~ r V / , ~ yN ~ 1 I, IU 'WA. ` existing parcels, a court-ordered survey, or other exception to
41 I \ 11 III N 6NW,G5 \ JI 1 /•y1.Y 'fir I'~p. t\ t\ the definition of subdivision.
46-5 a ANNIE B. CORNEY'' d,, RIB , J ~
I JT~ ~ M' The information available to the surveyor is such that the
o X11 ?A l QHPy.-'' / / QED ) „ PP D.B 917 PG. 658 CID GRASS d ` survey is unable to make a determination to the best of the
~J IP II 1 P 11 i Wm I ~ surveyor's professional ability as to provisions listed above.
a P.C 1 SLIDE 65-B j~~mamax w/;/'~ III
f ~.J I'. I,i 11 25• PE7 MK _ l.wl lG ~I,
~,a0
1r1, TOP ,
, a ,I I I , _ w ~~„w rn 'I
s Ems' S9 w .C ~16i III 7 III
-'ECP I w I , O'20'S4°V °,.OA' AR al w "W 4 I , _ ,1
O
z / S/'1270,j my `I II
tl w~ .~;PK d ~ 'I
W ~ ~ I. InJ
/ w 1 v JANUARY 23, 2001 SCALE 1" = 50 FEET
i STORM DRAIN '0 t
SURVEY" FOR;
< a W O~ I
u
01 / I UNITED MANOR COURTS
L 11 IN CARE OF
I) ~ 1 I 121 F_ T
IV L U -71 H E P \1 EA I-- - , S 0
c\j
1
I 4L 3
e THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY RANDOLPH Y RANDOLPH P. NICHOLSON, L~2?40 CITY OF TARBORO - EDGECOMBE COUNTY, NORTH CAROLINA
IL ON JANUARY 23, 2001. THIS MEDIA SHALL NOT BY CONSIDERI IY CONSIDERED A CERTIFIED DC.;,%9Efi1
u
= STATE OF NORTH CAROLINA
EDGECOMBE I, RANDOLPH P. NICHOLSON CERTIFY THAT THIS PLAT WAS DRAWN I COUNTY OF RnANOI " WASDRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVIS u (DEED DESCRIPTION RECORDED IN BOOK--_...5WAGf~____€f; MY SUPERVISION LAND
ERVI THAT THE BOUNDARIES ROM INFORMATION FOUND IN BOOK
OF EDG~fOMB€ CQUNTI' COMFY THAT K RED w THAT OFFICER THE MAP NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMA' . RECISION' AS CALCULATED IS
MAP OR PLAT TO WHICH THIS COMFICATIOIN Is PAGE t THAT THE RATIO OF PRECISION' AS 0 50 0 50 00 50 AFFIXED MEETS AU STATUTORY REQUIREMENTS 1 10000 THAT THIS PLAT WAS PREPARED IN ACCORDAI ~ IN ACCORDANCE WITH G.S.47-30 S UR VE YING
d FOR RECORDING. AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NU 3ST RATION NUMBER
s AND SEAL THIS _DAY OF-_..._JctNV.pm'_A,D„ 20~_...?_ 20____.QL
! GHAHHIC SCALE - FEEI
a RENEW OFFICER RANDOLPH P. NICHOLSON L-2740
o
w DATE N-4749 P.O. BOX 1193 RILLIAMSTON, N.C. WLA'DSOR, N. C, GRL'ENVILLE NC (NIGHTS SHEET
a
W PH. [phone] PH. (252) 794--9664 (252) 830 ---1115 sp~l
3 t OF
10

O
r
n
J
O
W
J
O
F
r
n z Z
W 0
a
p . w K
S 66'33'13"E 53.70-
. P+ 72•J3'12"E 261.86' _ v•
C p
r
s J S 53'21'6"F 58.91'
O
94+.. 41.5'
N 74'38'C N 74'38'03"E 101.42', 0-
n W O INV. 40 .67' ~ / z J \\Y~ \
F N 71'1]'10°E 55.70' / +v~~~v A. -S 48'46'07"C 1 i2-18'
~yvi~= „4 II h. ~ v~v L'~.U;LL)ING o SEMACK
n N 74.0712"E 124.35' M. , azr
cow 7c 61
0 62`33'29"E 25.1 TOP-47.00' \
i 1-44.25' \ 92r r \ i a -\RS. - 40.74 D1
1 w~lY r ~ X _
prq _
p N 70'16'21"E 181.58' 'pe l x 5
Tar 4 r \ . °<M ENO vAv. Q m LJ In
TOP -45.11' z La
^C~ i l 7nm" P, 1W .42.19' O 0 Q V
T of 4 111 © F , 1Y~ biK~ V ' / j S ~l 5 99 \ 4' SWNCE ' v V
lop J M
4' SEe ACE
i~ 'YJ 69'19'41"E 165.86' c4m
l-ova >•l~ + r~ 'kN'~ 1 .~.,`T~//5 I
z
N 76'46'47"E 141.27 . J R # 4 F' of v aoo~ /ins 4
J
0 ~x r i~~ ~~narsro~in~ ~M x N 73'37'07E 45.39' r i i 51 H
un . nee' 'V 6706 3 °E 61.84 A /
S G ' " ~1 / W1E/ ,'dry ,4.83' [GNI~ Z
8ra9o•'E ` M loop 1
L'2 Y' < 'c 43'4G'E 43.44' j ' i r 11 - 41. w MH
cl
i / Mu.q0
/
O i \ 0 fj~+e M Our
GPM mor { e it 7Z
n ~oI ii 1 fr
V, f5' S.,i-nRv SEtvER EASEMENT I~lil - 11 / /,'"Y e::. 198 g5~ y,
'I il, s ~ / , S Cl5 y /
s ~1 A V p 1/ O w R 1 GO )
m of / Bye 1 lC~P *
V) I, am -1 Ile iay I=
a ~ ~i •lldil I n"u ~MOW ~54 ~ 0. OL
P U ui \O x;
.00 ON JK
c NO 3- ' l 1 21
al /////~~1111,11111\\\\\
0~ my At
'EC ear SC1gh 10 1 p ! :6'CO'S4 W 2508,'-- QQ
z 1 < P S/ OG13 1
S~. ~ 4991, 1
f 0. rVy NN ~~1l~I f ICP - lop
W e/ i ~ P Di
a
p ~ NORM DRAIN Q
e/ GO G~
W F,N S 1 /
N ls, 1
U
M LU
1
Y
W -y
0 1
r
Y
I. ALL EXISTING BUILDMGS AND THEIR RESPECTIVE GLASS HAVE BEEN DEI vE BEEN DEMOLISHED. b0 0 be 100 I?0
ALL EXISTING VOID SPACES ARE TO BE FILLED WITH SUITABLE SOIL AND W TO 95% DENSITY (MIN-) LE SOIL AND COMPACTED
GRAI'ENC SCALE -FEET Y CITY OF TARESORO, N.C.
x 2. EXISTING WATER METERS MAY BE RE-USED IF APPROVED BY CITY OF To
p ~ REPRERSENTS EXISTING ASPHALT PARICINCs AREAS AND
= CONCRETE WALKS TO BE REMOVED. D ~I®LfTfON ALAN
s
SCALE: P = 50'-0"
r e SHEET
u NOTE-
W SP-2 SEE SP-3 FOR IMPERVIOUS SURFACE AREAS TO BE REMOVED
S FROM TAR-PAM BIFFER. OF
r
10

tl
n
0
W
tl
r N
n Z 0
W 7 N_
a Ld w w
tl
N
tl S 66'33'i3"E >3.-0'
r 0
r, 72'03'12°E 261.86' i'~-
J
O / J i~~ / S X3'2 `'2E": 58.91'
vN,
n IMPERVIOUS SURFACE AREAS OEr NN 74'38.03"E 101.42'
TO BE REMOVED FROM TAR-PAM BUFFER N74'3
= IZONE 1 WITHIN 30' OF TOP BANK 1602 S wo.. 48'460-'•'E 112.18' D
n ZONE 2 30 - 50' FROM TOP BANK 77 S N 71'11'10"E 55.70'
.4 TOTAL IMPERMOUS AREA TO BE REMOVED 13.679 S SF ,N \ ,BUILDING \
N 74'07'12"E 124.35'
Y 1 1`5.1 RN.. M3P 1 ti - r ( ~2~~ N ` \ SETBACK -A x- j S 62'33.29"E 25.16'
: r ! t On~~ / ~ / i! ~J nrv. - w.74'
t\
NPR ~ / - p` f. m ~4 a 3 Y
CP N 70'16'21"E 181.58' i0v 1 _ O 2- END ` GAV. O ° W
W / 41( ` ` \ 1V _ _ i'_49',i `t• ) / MH TOP. 45.11' U
Rg,-/ INV.. 42-19'
O . ~ % it/.•ii iii i ~ 8~A r l / I yy,.~~ \ 1 J\\ a w j~5 (L./j~ - 4\yq• \4• $(NNDE
\ ` / a s 66402, . SERVICE
r / N 69'19341 165.86'
vim z i
r /f SF i r 11 ' to* (Y
f, 47.4f
/ woop, 10
N 7646'47"E 14- 0 h -.00 z
Y w
t• `.r ~yy+,i/3~~~ //i/ t.OT 52.2D~~~/ I ~1 i
~ h ?E 45.59' .wl
010
ag N 6, U6'3'"E 6184 triSl~NG/ J / 'V/ / < N 81'49'04"E 5483' '2' CMR`/' %r~ T1 oe
\ ® + 41
N 72'43'40"E 43.44'
EXISTING
14" CMP rv~
STORM/
\ 1 DRAIN l G / / P fA /fov
J
n fJ !8'08'29"W 36/9' w O m
S ECM l~ \ ~V MIA ~y;"ys
15 sMUTARY SEWER EASEMENT C/'
_ v • Zj _ ~u 7~ if /i ~8 5a5~ M jw MH10~`."•" / 1
pro Y~ d ;
Y
I r 1. \ • Q i~ O ~i ~ U i~ tU x? w
1 ~ J. R~
1 r _ PPJcO
O/V
F G v i, >c t 1 /~~'rrrunm~N{{~
s 1 o' 'A~ ~Ic I'll
i
Iuulf-I ~n D
*,a SE~BP,CK' ,j~/ /•ry' QQ ~ ~
< 'FCI N 16'20'54°w 25.08' 1 ".9 It, W 9"W 0 !c
tl Y 15 y3M. fig.
oo~ F' P,IW loop%w \ • -
j% i/ PK q 1 Q Q
~a
4c NORM DRAIN
ILJLJj
o O,
O~
Z cz)
Y
O
` 1 ¢ ~Q U.
Y i
F
Y r
• O
_ (iMPAPEIiC WALS ' FE SCALE -FEET nowo
e
r
cMOLITION PLAN QMFEIRVIOU5 SURFACES) S P~3
W
SCALE-. 1" LE: I" 50'-0"
10

0
Ppfz~ i
tl
J
a
u
J .
O
F O yv
tl G" 16 "E 181 .58,
Y 1 7
/
a '
OP,
O~
H 69'!941"E 1 c5. 5INV. 43.66' i 3.66
W
i i
< INV, 47.47' I i ~ ~ fi'~ a9 53'
, i J
f'd 76' (647 F iI 141.27 r5l
SILT FENCE Z`~
C; a
N %3°T 07 E -5.39
INV. 42.86' / '7 U
r S1 „E 61.8' _ 51' o EivISi IG~,' NV A . , 'lop
L z i / TEMPORR 1
511-r FENCE
? •r• / , ,i FEAT) 5,m z
i
s
OFD 4~4 V~~'' ONE 4!~ ~x :
\kNV. = 45 00' - TEMP ARYL ! "max yam _ 50 /
SALT NCE
~ +s
-5 A
ECM '°o, ~1 bga~ 1
I
Z Mrs h G, p(ER UN~ W 0 --54fi 34 / \ 41M H ENV. ' j ~ \ ~ ~ 1ryO~?
lY SE'V'ER Fzs`,MC'JE'~;i,, ~VgN
v.r^ IN I , e 9a~ k0A
' f
a 4, iCi ' 4943 C W~~ a
(ye I I . t~ 50
DI *v- gd
Q O r' ui
Op ° ? 69~ m , S N 0 2 ~P
V /y v, yN
LP DI =
o
, G I / \ v .0
, „ W r /
s ~ju Q Q
L III e V J J i W? V1 10? O M~
' Sq3 13
< C~iJ~,~~ II VI MH RN
v
Y
" EC , Il ~ S Sq.~D aP
0 6°20 54''Jv' w g FIRE i GP s 4~ OD'd , HYD. 1 a
E C; E NO
/ a55° M ~L~' a9'9
II ~1 lop ENV . 50 3 CID - 1 A
SOP
EXISTING CONTOUR m
0 PROPOSED CONTOUR
STORM DRAIN
/ , 1 ? SIL1 SILT FENCE AROUND YARD INLET (SEE SHEET SP-9)
C
flu.
~ \ ; -~-j > DIR DIRECTION OF FLOW
f
11 -a -sF- 51L'
SILT FENCE 91 30 0 30 60 w
a 1 \ COP CONSTRUCTION ENTRANCE (SEE SHEET SP-S) GRA; WIC SCALE - FEET
; a~ PRA PROPOSED SPOT ELEVATION ID I ~ ( I ~t L AN
r a ~ f~ ~°t SHEET
W 6CALE: I" = 30'-011 SP-4
a
OF
h
• 10

0
n
J
•
Y J S 66°3:;'13"E 53.7'
° N 72°03'12"E 269.86'
n tl ii
~ INV. = 41.73' 47 0- 3" a / if
< N -4°38'03"E 1 U 1.42' LP 14 7
48'7 x 4 ,vvv A.\ J
INV. = 40.57 _ ;.r~ ;"X X X C-) \ \ ~l_ . 1
PA 0%'12"E 24.3'
P 1 T\1o
n p INV. = 40.21 r
r ~~2
.i~•~ ,g/"° ~i6/ IF STOP=47.00 1
S ~ ' ~ ~ ~ ' / INV.=44.25 \ L N, I NVI 40 74'
DI \
4 9-
0 48' m
47' / I z r r z w
615 p65 ~ W p o W < U , )A i - i P 4 ~
Z 'TOP ~ 47,57- SILK ~ GE { . n~ A. END U% PAV c - o = ~~C • ~ ~ / _ IN ~j, U
0 INV. 4¢.07';
49 _ " - Vd S TOP = 45.1
INV. = 42.199' {Ab6
It~ I or fi4s9 / U 6 W S•' i 9g
r At' • / W S / ~ ~NN ' Q46 DL M 0
V 7 Sap v 4" SERVICE z
ooe E S ° 4" SERVICE of l~
7 i FL. ka?' C1 L 18O - i' Q ' ~ / \ ,NpSER W S / c~P~ / ~ O LL U
O FL iT r G•
ejfsL AV-
I 1 /
i . Y.y~ J f,`f W i `
9 / Q
p .r. W y f M Z
S
ppo~
:3 0
tl . V4 lop
10 log E
Y"A o / J yim 2~ W / W NHS s5A 61
/E Q :F Q Y S W
Id 1 x /W U ~ 22
- ~1 0 s :a P, A,
t ~ W j~; />v
E n EXISTING= CONTOUR pp''~~liltlll\l1\~
a UD ~
mot" PROPOSED CONTOUR
QQ ~ ~
SILT FENCE AROUND WARD INLET (SEE SHEET SP-9)
tl J
Y ~ O
DIRECTION OF FLOW I~
SILT FENCE ~ Q - x - S` -
W ;r 1
CONSTRUCTION ENTRANCE (SEE SHEET SP-9) ~Jul
1 1 16 M~ m
PROPOSED SPOT ELEVATION z r~
s aACiT P 1
6 i ~f' 1 \1
• 1 1~ •
1 1
W
S 1
61
30 0 30 60 w
GRAM-41C SCALE - FEET
`a 11
s 1 ~ ~ MUM"
1 GfRAD f N FLAN SHEET
r ~
a G SCALE: 1" = 30'-0" sp_J
W s ~7 I-OF
~
•
10

_

_ - o -
m m m m m • m I ~ aghrt i
n I m
< m o e m • o m F. I
m m m m • o m ° •a•s O ~ o
Y
J m m m m • m m
0 O 'I -
} rl r r
~I! V Y }
p Z
W 7 I 0 V)
O w
_ S 66'35 5 5-5 7
0 72'03'12"E 261.86' ~„i'~
r
J
MAILBOX TYPE 'A' MAILBOX TYPE 'B' MAILBOX TYPE 'C'
N 74'38'03"E 101A7
O W i nrd...os~ ' ~ ~ - 2~ A n f ~~V A 5 48'4 6'0~ 11L18
N 71'11'10'E 5570' I'10"E 55.70' L w
\ ~ ~ ~ 1 ~ K ~ ~ 3 1 LJ •JG o
p Iv 74'0T'3"E 124.35' '
. 40621' i /
< ,i• rov-a-oo' \ ~ v 6; l `1~. GP`c l~~v S 6L'35 19"E 23.16' W . MJa,
N 7016'21"E 181.58' 47 P . 0 m m
a r (9m S~ ` \ \..~rX /X zov . ~`~S m1 Eu0 ~AV m D "0 (ffE.. / o p 4fm /6 s~ONE 2 u, 1c1~) \ s' 9150 ~R \1a' w % Mr• z 1 1- N Z o
5p ` LOP - (f+ iNJ.. 4219 ' m O W Q CJ
Z / y, / ~ ~~AO w ~~7 ~ ~ ~~?ai ? stmncE U
O Nom. b w top '
p `1V N 69'19'41"E 165.86' w- 41W uw' q p 1' SERVICE
5
} G i /i ~ t1 y BAG Z
lit vMK
l~-
N 7674641'E 1411.;7' / 1 r (t• „
(F 5 GOjP / S O f u S y~9~ ifi / 5 RRP
o b
N /7Y-17'U7"E 4' 39'
6"06'31". 6',84'
. w ~A lot
• 10i Cl
"E m
NW. 1,45,
1 N . .9 i{~ 19 tit .1'i .L
w ~ ~ ° FChd'F ~ ~ ~9, ~ \ ~ • ~F~s°J~y .1~ ? ~ ~ 'fir ! w~"~,
oot
=n .KY S_'NER FASSdE!Ji ~ l l' 6
' 1` \ _ 53 1 Nw y m RP r P
~'14~~ ~(F~St 1 1t i ~'Y 0' qty'//~ _„x1fv~,
oor A 211111 t lNP
w
1 0 i
p Q~ p ri
4 % y .ti b A,
~d,~ ti..........c
o • G
14r, i o 5 2 a 0 ~D m o
a, S 84 ~d
Fc w O 6 lG 54"4r 75.08 ~c s5
_ w
•5~1jMh
RR' co bill
rox p ,1
a Q
Z / O NORM DRAIN - a
a
~1 ; t= 7•
O " . !`L
I* P
}
m
O - •
t - U
W r
S
Q I-
Y r Be so 100 so .9111111111 1
CWRA c`141C SCALE - FEET
p O
i
5TA<lNe FLAN SHEET
r a
MAILBOX TYPE V MA-ILCQ~5 a ML9QZ TYFr= 'El SCALE: 1" = 50'-011 sp-6
W
OF
I.-
10

SIZES 3/4" • 2"
REDUCED PRESSURE E5ACKFLOW PREVENTER
z ABOVE SROUND INSTALLATION 1
O _ =-1
> VIII m U 0 APPROX FINISH GRADE <
J Ul -'k < CCWTER SINK HEAD ON 'PLUG'
TEST I
Y VIII COCK J W
W" HEAVY CAST BRASS CLEANOUT
0 > FERRI LE WI FLANGE (EXTERIOR)
la°xR'xb" CONC. SLAB (FORMED) N
Z O
tl op4v p 'D W
W n 0~
e D
N 1 ALL REDUCED PRESSURE BACKFLOW DEVICES SHALL BE INSTALLED ABOVE C*Flb D. ~~,~pRR(,~p) S 66'33'13"E 53.-0'
2. DEVICES BALL SHALL BE BRONZE BODIES VS' FEND (SERVICE HEIGHT) rd -,2.03'12•'E 261,66' !PH R '~'v.
99 3. SHUT OFF VALVES SHALL BE FULL PORT, LINE SIZE. LEVER TYPE, AND 114' TURN BRONZE ' i SERVICE HEIGHT C.I.Y. E
0 4. DEVICES SHALL HAVE TWO RESILIENT SEAT BRONZE WIONS BETWEEN THE SHUT OFF " VALVES FOR REMOVAL OF THE DEVICE. S ?3'21'251 s63
p VALVES. F 5. THE DEVICE SHALL HAVE 4 TEST COCKS WITH BEING INSTALLED ON THE CITY SIDE
< OF THE INLET BALL VALVE. r1o
J 6. APPROVED WITS HERSEY FRP II,'WILKINS 515, WATTS 909, FEBCO 825Y, CONBRACO 40.200. p 1. APPROVED ABOVE GROUND ENCLOSURES: SHALL BE EGTJAL TO HYDOCOUJL IHSULATED
L11T MODEL No. 200. / 4' 73
N 74.38'0. N 74'38'031 101-47 % 1/ A / / r X i \ S 48'46'0.:.'.E , 2.18'
REDUCED PRESSURE BACKFL_OW PREVENTER DETAIL_ TYPICAL C!_EANOUT DETAIL. N °"E 55.7 v ~3UIL;JiI`Jv o
S NOT TO SCALE N 74'07'12"E 124.35' tl .14
w i E x+. - sr X S 62'53'29"E 25.16' STOP-41.00•
INV.-442x' ic. _ oo. r<' rn.
/ Ill-.7JI °a .i ,V? 1 ~ ~ ~ I~'.~ mot} - - " _
z
tov. ENO OP PAV e w m d'
0 1J N70'i6'21"E 181.58'.,~.~ LINx 4x~ TOP w. v..zsr p ~ ~ ~•i' i? . ° AID x/ . "07, ? ? Y \ 7r /1 N f~ W . ~~H sq~ 'op = 45.11' Z Q in Z Y. in 3: 0 z m ui
: / Sri,. ` 4~ ' T f / 0 ~ W LJ wl~ 4' SEtMCE ~ O
M A lop
_ ~ sEWCC
i p tl ;ENE -r4C /tNrviv
N.69'19'41"E 165.86 ) Nv.•',ii~ %~i / .
s a ? /~.i x/Lp
? 1 ' r' \ Yy ~ ~'e a a ~~ppn 5~"E _I
SO Ml.. lay IM N 0 W
IN c
N 76'46'47'E 141.27 n
p ~ ~ p. N 73.3707"E 45,39' SOW'. i t l r .V w ' M1 ~L 9
xrv.-,2.ac',, ~'i ~•~~~x ~ y`t•A JL ~~~!W SOP .A><
f, 670E} "E 01.84 Ti T ~'..~'/t'• ~~'i x/X _ / i 1i *'I •1, 10 E i NG ,gyp 00
7'S 4~ 04'E. S4733' 12 M ~ E~I'. ~J 'FOylL t ~r + ~y j S AIN
~ N ?2'43'4G"E 43.44' ~ ~ J . ~ POL NOTE: 11j
Z
W IR r l t s r 1Mr 1 s r NS i/ E/ ~X. 4500 CONTRACTOR TO COORDINATE WITH V `O i
O LOCAL POWER TELEPHONE, AND CABLE TV -
COMPANIES FOR EXACT LOCATIONS OF z
y 12 ~5 <9"lhr C r ~i IJ1 Ir t f 5~/ y A e< TRANSFORmlERS AND TERMINAL BOXES Q
W 1 ECM1~ II _ t f N tt '1 S ~5- !1 c~ AND UNDERGROUND CABLE FEED ROUTES. V o1
J C 1 /•ury r t I t, - 4~.. t r M N00
k .
'W i,RY SEWER EASEPAENT A~1 dll - p/ f~ 2r- c r 1 e 1 -
v IPI ~FIGG~ ~ 1 ep v ",0 1 .y , ~ UPS' ~RR~T / Z ~ I I,1 '1 _y F ~T I10' ~S a S6~ 1
Z :.....y All ~i
p o N IP+4 1 1 y• ~ i .,,+e~s~4 a_ +
_ \ 1'' Q 1F O i w
Z I'1 it L J ._Y~ ` ,I Pam„[ r 1,\ tp r i
z -iv 7 CY0
00
TIC=(K 3. < I,II r w 9 - - - "C
~ 'I I II l % S ~ 641 T
p rJ '6'20'54'W 25.05' III ~,9
/ .5573P4~1 4y %.1L?1 tap -a,111 -
RK$ ll 1 Y'
. a
I'
! STORM DP4114 ~Q
c4) gd
VALDWS F"GH FLOOR
CLEAN OUT WITH I2"x17"x16" THICK 3~ Pb? Cd OR11TE PAD FLUS44 WITH
FINISH GRADE (SEE 504EET SP-4J DETAIL). z
06 _ 1 f--- 1 UU" EXTERIOR U-1 I
p ® Ga CON+ECTION CF 4" WASTE FROIh APARTMENT A4DAOR COLD WATER TO APARTMENTS
cio. - v-v - v - NEW (COLD WATER) LIME FROM METER TO MF.DINfs SMALL OE P.VjC. SCHEDULE ,O
BEARING Nw SEAL OF APPROVAL. 7i
r IL . EL~
IL CIO. 0 TYPICAL EXISTMG r CONNECTION OF 4" WASTE FROM APApMW *V/OR COLD WATER TO APART OM Jig
K 43107WD LEVEL UqpEF4 p POWER L MS
IL
CRAM SPACE -=0
Y -b 777 7 7 N/-~~~ G DROP M CR^tL SPACE (CHANGE K OW00 MWM CRAW- SPACE TO BELOW GRADE LEVEL.
t 75777,
-r T - r - TELEPHOW LINES y® 0 50 I00 150
W W TYPICAL WASTE (UL) LEE -wv-aW - CABLE T.V. LWES
- -4TV-prv-urv
- --s-s-s-s- - s - s - S EXISTNG SANITATION SEWER CsRAPHIC SCALE - FEET
O ~ > - v - v - EXISTING WATER LINE
e _ L -E -C - E -C - E - EXISTING OVER I I LI I I ~ t°®' ~ ~ IN
D' o „-a-„- WATER "~R SHEET
r
_ x CHAIN LING FENCE SCALE- I" = E u/ I - O I I SP~7
TYPICAL WASTE LINE RISER
AREA LIGHT 15Y LOCAL P011M W. STANDARD ITS WATT MERCURY vAPOR W/ 25' Uk= POLE. RUN WIRING llGE111201IMM OF
Y r-ROM GROUND INTO CRAWL SPACE TO TRANSFOR"1ER.
f NOT TO SCALE 10

Mill
~ P112.
ASS S~
0
r 0
J C)
a
Y J
P, 70'16'21"E 181.58' S \
(5) BPI
r G
n 1'O Y O
-%J _ i•PIG W
a v
a
{V 69'19'41 "E 165.86' 3F
/ i
_ 18' PINE
76
u ~t 76'46'47"E 141.27' / ~ " 1
r \ P, It
50
7337'071 ' 5.39 - - x
~x --1Uy41 (3) L5- i _ X 51 6 M m
(8) PL ) GH l? Z. A a z m
t 6 '06'31"E 61.84' M 3:
Y 81°49'04"E 54.83'
53 1) (3) Gl4 U ice/ (U ALL`
tl a 41' v sB - i GUM X / \
(2) At p (8) PL R Q
((~~uN~~'~j (9) yJ3 (U 6!P -I
Zd (3) LS A (Y ( I
(3) f
4)CN \ i
(3 GN 1) 1°L (U OF 2) X11 ~I fT) l) GH~~ d ® O
2) Al p>VQ ~t n Z a~~" dip' S2 49~ VV~.(~ ( 1
(3) L5
100000
r /1 (14) PL (3) L5 - (I ~~,i~ J
(4)CN i
t li* s ~ ~ ~
s($~~ V~'~ (2 A l9)PL~~ l iL 7,A in Z
\ s - (0
L (s) 14 Z o
:3
yp;l~ G 2) I / l8) L.b .
> Lb \r,~,//'
s ?~1 ~l// l5 ,r \
l3) / LS \ pit 513
_ / - \ PRA •C 1N J.>'
r Y
(2) LB aPL (3) BN PP~ \ \ Q o w
)Al (U OR V m / a y R / / L) 'D =r
4
L (1) OF
r ll OP t z' /
z ~UILD!idG
8 i PKS 1 } / f * \ C) \ \ Q~
r~ \ \ Q
SE? BACK rv
tai c~zP',.1'~~0'
F 1
Q
n / `q_' SCALE: P . $0' , 0"
PKS NOTES:
Y / x r 4 Y"." { 1 1. Bufferyord trees included in tabulation of interior planting trees. p p p tf-'
000, 2. All buffer yard areas cleared now or during construction must be replanted uul m
IUUI at the folloving rates: ? a ? LU
3. All existing trees within sight triangles to be limited to 60". ~UL1J 4. All plants to be warranted for one growing season.
5. Landscape contractor shall be responsible for verifying location of all utilities
before digging.
' 6. Plant quonties shown on plant list are fotr the convenience of the landscape
contractor. jy
IL IVa € r 1 7. Plants shall be supplied in quanities sufficient to complete the work as shown A11Z. lwl`~"T on this plan.
r r 1 FL ANT x,15 ~~ii ? N 1 8. All plants are to be A.A.N. standards. Substitutionto be made by permission ~J
• Y au` ~U BOTANICAL NAME NAME SIZE of the architect. g. Shrub & tree planting is identical to detail on Sheet SP-8.
Y A ti D.. , LIl X 1~eX CORNUTA 'CARISSA' Y 3 GAL./24'• HT. LAIN. Shrub & tree beds to be mounded +6' obove surrounding grade.
Ls 70- MUSI 70--" -trtOUSTRUM SINENSE PRIVET 3 GAL./24" HT. V^ 10. Planting pits minimum 25% deeper than the depth of the root ball, 18' minimum.
Planting pit width minimum of 25% wider than root ball 1glj,, _.PRUNUS LAUROCERASUS 'OTTO LUYKEN' 0 3 GAL./24° Hr. 10L 11. All plants to bear some relationship to finished grade as they did to container
Y X , 1 x• 'Pl fRUNI p
27 L r g K G 1 ON 21 'EjULA NIGRA MULTI-STEM or finished grade in the nursery. 12. If existing soil in plant pit is heavy clay and it will not drain properly, plant
a# 1 LW 2 "'LAGER 2 UGERSTRDEMIA INDICA (NATCHEZ) 6' HT, trees or shrubs approximately 3'-4" above surrounding grade, fill with well
12 _AMERSTROEMIA INDICA (MILL1AM TOOVEY) E 6' HT. drained soil and mix around root bop.
_ 13. Mulch heavily 3"-4", and water more frequently than normal for at least (2)two
z r . 3• F OR iQ WER( 10, a~UERCUS RUBRA MAXIMA OAK 2' CAL./8'. Hf - growing seasons.
SB 6 *w 6 _ ijbU)( BABYLONICA OW 2" CAL./8° HIT, 14. All multi-trunk plants must be tree form (max. 3 trunks). 15. All stropping and top 2/3rds of wire basket to be cut away and removed from
r `A P 57 AZEIE 57 /tTELEA INDICA • 1 3 GAL.124" root M& SHEET
CF 8 TORN] 8 CORNUS FLORIDA DOGWOOD 16. For new planting areas, remove all pavement, gravel sub-base and construction
W QP 116 i6 a~{ERCUS PHELLOS 3• CAL. / QK debris as required. Remove compacted soil and add 24" new top soil or
uncornpacd and amend with soil conditiorw. SPelllee8 t. OF
t>.
PIN r {A: ;?-PINK OR PURPLE VARIETY d: ~~s

S 66'33'1 YE 53.70
(2)BN
N 7203' 12"E 261.86'
O
r
cv~i553°2126„E 58.91,
Y (5) 6N '
(2)58 -
s ~ 4T O 7' sr (3) BIN
~ N 74°38'03°E 101.49'
/ , - - 48
I \ 40
7 / ~ icy ~ v S 48°46,0 8, o
• N %1° 1'10"E 55.70' (3) BN
I (3) PL
(1) At v
P / - r \ i j~ jam- i ""E 12 4
GL ,(3J PL (1) AI - / (D " _ -,F4) LCD r
(1) At
< (1) Al 5'29"F 25.1 6'
(4) PL (4) CH_
66' (1) At
l31 GH
1) At / 48' A (!,41 EXdTING (0 ,41
18.iAM OAK a W
~~-t--~-ac cH ~P~
_ Y (F~~ a C3) PL 3) GH TL C` ` '--C6) LS j o
ilk. -r=' -(U BN
(I At
bi 49' -(6) LS i
/ (3) PL (1) Al
16 (1) OF (3) LS o o. p a cr Z Y
At /
_ a;) o ~ j rr ~ A~ (9) v • o W 3
Y (1) QP I 1 p v `M
s i-3F 11 4 (3) H Lot l5) CH
o r l8) B ~x Ig (2) IR (I) OP i
tl / ~4 (3 CH ? 50' 3) C J 14)-C;4
(8) LS;~
Of (IJ Q1F y/// / ~ ~
U QR 7
re) cH P, (a C44 10 (U L5 (1)AI . ( ) /i~/ 51 (3)`8/~i i
-(8) CH (2) LIR D' (15) PL ,x
fl) LS OW PL ti.
41 C14 ` ® O
-(3) L8 ~ (9) PL 11 OF r ~(I) AI 3) LS `(3) LS r D NOT PRUNE CHARACTER LEADER OR z
DESTROY CHARACTER OF F v ALL SMALL BRANHING.% IF IN TwEg EX r- I PLANTS PRUNE 25-30 PLANTS. N~
(1) CIP
a )~iB) PL CH 1 O ~(6) CH (15) PL ,AH WILG OW HCAND 60RAY UYIIVCsLIE4 TO Q
(2) L .U- (3) LS 1 STAKMGON SHRUBS AND in
TREES UNDER IS" CAL.
WRAP TREE TRUNK WITH BURLAP O p HEAVY Y CREPE
ll)QP (UOR (3) LS
LLNDE, OASTA Doll~i.~- (WINTER PLANTING) :3 O
Y % (V CH z~ y p~~- Lq~ ggE
c j (8) PL (U QP LGO( w;w~SREEI PEREfZ~EgE)R0 112 E
z (1) QP i~ OP710NAL CWINMTER ~LANTING) Q
O ~3" MULCH (BARK CHIPS)
SAUCER - WATER FULL AFTER " f
PLANTING. `1~P
Y (U QP -FINISH GRADE - DO NOT ~'"•,~6
PLANT BELOW ORIGINAL O GROWTH GRADE. n w 1
2" X 4" TREATED WOOD a r,
Y 7Z • LS 11 er STAKES. u t "1 0
PULL BURLAP DOWN I/3 OR '~.~cS'•'•"'°••^.."~•J1a~:
• ) \ - REMOVE CONTAINER ON * G~ ,
qTOP501L MIXED 1; 1 WITH EXISTING SOIL
! IRREGULAR SURFACE
Q
i >z• C Q ~ A
o
FLANTMa 4 GUYINCx DETAIL
NOT TO SCALE: O g
Y /
p~~~ ~ ass
v a
0 1 1 ASS P < -)3
THIN BRANCHES BY 1/3, RETAMMG NORIAL PLANT SHAPE CLEANLY MNE ONLY DAMAGED, DISEASED
KEEP MULCH PLUS OR M" 1•-2- AWAY AND/OR WEAK BRANCHES a
Y 1 i FROM BASE OF PLANT FINISHED GRADE AROUND PLANT TO BE THE n
SHRUB SHALL BEAR SAME RELATION v X SAME AS ORIGINAL GRADE OF PLANT IN POT uul m
F TO FINISHED GRADE AS IT DID MULCH PLANTING HOLE 3" MINIMIM nn nn FlFl LLD
TO PREVIOUS EXISTING GRADE CREATE SAUCER AROUND ROOT BALL Iu ~l
FOR EVERGREEN SHRUBS, USE 3 PARTS LAMP TOPSOIL MIX AROUND ROOT SYSTEM O
IN LAYERS OF 4" OF TOP SOIL TO 1 PART EXISTING SOIL. AND I PART ACID HUMUS
CAREFULLY REMOVE TOP 1/3 OF BURLAP
OVE BURLAP FROM OR CONTAINER (IF CONTAINER 15 NON- REM
Top EM I/3 OF RAT BALL. ORGANIC REMOVE COMPLETELY) R CUT SEVERAL SLITS IN ORGANIC CONTAINER ~
C l~ TO FACILITATE ROOT PENETRATION Yom..
1 SCALE: t",• 30' - 0"
NOTE;
1. ALL PLANTS ARE T4 OW WARRANTED FOR ONE GROWIft LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FQR yERPYING LOCATIpN OF ALL UTILITIE3X=`DIGGING. PLANT QUALITIES SHOWN ON PLANT LIST
F ~ 1 ARE FOR THE CGNvoHENCE OF THE LANDSCAPE CONTRACfiCR PLANTS SHALL BE SUPPLIED IN QUANTITIES SUFFICIENT
Y TO COMPLETE THE WOW AS SHO11M CN THIS PLAN. ALL PLOWS ARE TO BE AAN. STANDARDS. SUBSTITUTION TO BE
MADE BY PERM*614 `i OF LANDSCAPE ARCHITECT.
2. SHRUB BEDS TO BE MouNDED *to* ABOVE 5URROUND1110 QIEADE. 3. PLANTING PITS MMIMUM 254 OMPER THAN DEPTH OF 11110M BALL, 18" MINIMUM. PLANTING PIT WIDTH MINIMUM OF 2E%
WIDER THAN ROOT
M d 4. ALL PLANTS TO *AM ftLATICNSHIP TO FINISH CtRADE AS THEY DID TO CONTAINER OF FINISHED GRADE IN
i NURSERY. 5. IF EXISTING SM ty 1fF fMT 16 HEAVY CLAY AND IT W LL NOT DRAIN PROPERLY, PLANT TREES OR SHRUBS
APPROXIMATELY D'-4' AVO : SURROUNDING GRADE, FILL 4IT14 WELL DRAINED SOIL MIX AROUND ROOTSALL. MULCH
s HEAVILY l4"-b'J, ANP WATER tl1 FREQUENTLY THAN NORMAL FOR AT LEAST TWO(2) GROWING SEA501%15.
r 0 6. FOR NEW. PLAN WDIED NSTA(LATIGN,EXCAVATE SfNRDCED A5 SHOWN ON PROJECT DRAWING5. SHEET 1. WATER TWOI OU%LY AFTER INOTALLATION
W a $I SHEET BED M.ANTIWz DETAIL sp' g
W NOT TO SCALE:
S h OF

f 10

3'-4"x8' WOOD GATE
W/ DIAGONAL BRACING AND I0-MAXWILIM - - STEEL OR WOOD POST
LATCH AND HOOK AND 3 HINGES s OR A8 DIRECTED BY ENGINEER I TOP BURLAP FABRIC
0 TOP STRAND
r NO. 10 GAGE FILTER FABRIC
n LINE WIRES " T.._-
NO. 12 1/2 GAGE - FILL SLOPE -
J P
< bb'-0"-MINIMUM DIRECT LEVEL APPROAGd (TO NEAREST 089TRUCTIomw o - ~opop BOTTOM STRAND ! r ~7T -
25'-0" MINIMUM VERTICAL CLEARANCE (POWER LINES, ECT.) b° CONC, SLAB REINF'D W/ NO. 10 GAGE ~ GROUND LINE
20-0' MINR'M HEAYY DUTY PAVEMENT (2) LAYERS bxb / I0xI0 W.WM.
is O N 2' FOR STEEL POST ° \ \ \\i \ 7
,,I lipli'm ( 3' FOR WOOD POST 4" u u u ANCHOR FILTER FABRIC SKIRT -
(21 No. 4 REBARS CONT N h l J i ON THE BOTTOM OF A
4"x4" TRENCH V)
Y ~ b 1 'Q i Z WIRE SHALL BE A MIN. OF 32" IN WIDTH AND SHALL HAVE O -
i j A MIN. OF 6 LINE WIRES WITH 12" STAY SPACING. FILTER to FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND SHALL BE W
SECTION TI41ROUGN ENCLOSURE (FENCE) ° " FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE
NOT TO 5CAL€ ENGINEER FABRIC SHALL BE 2 1/2 OZ/S.Y. MIN. EXCEPT OURLAP FABRIC SHALL WEIGH AT LEAST 1 1/2 OZJS.Y.
» FABRIC SHALL BE APPROVED BY THE ENGINEER STEEL POST
O SHALL BE 5'-0" M H$IGFR AND BE THE SELF FASTENER ANGLE STEEL TYPE. WOOD POST SHALL BE MR OF V-0" IN HEIGHT
» P - 3' CLEAN STONE h AND 3" OR MORE M DIAMETER WIRE FABRIC SHALL BE FASTENED
t A T /2 WHEN EXTRA 6TRENGt F LTER CLOTH FABRIC 9 SILT FENCE DETAIL
O USED FOR TEMPORARY SILT FENCE, THE POST SPACING 844ALL NOT TO SCALE NOT EXCEED AND THE WIRE FENCE WILL NOT BE REQUIRED.
GFAyEL CONSTRUCTION EXIT EXIT
NOT TO SCALE
n ~4LTERNATE STOP LOCATION
w
n, Q
n I 'x6' CONC. PLATFORI'i (HC.1 0
r GATE STOP AND HOLDER
< ®i MINIMUM MIN. CLEAR OF ALL OBSTRUCTIONS
W $ ml PERSONNEL ` z I ACCESS DOOR
SEE SITE PLAN
0 STEEL FRAME Iux " IWOfl FENCING 0 V2' EXP. JOINT
- . . 17 SWING 2" ry SANE' 1MINI (S ADOW 80X) SWING MINIMUM ~ ` - WALK Z :O m
p o eq a p" N W Ill- - Z W 18" CONCRETE m ~Q Q 3 Y
7, R I IR' ll'o CURE 4 GUTTER O D < w
2" HOT PLANT MIX 8" COMPACTED ' O U ASPHALT CRUSHED STONE
o I 'DLIMPSTER 7-
0
I~ We e d!ck''7, " r - 4 s b" CONC. 5L x y. og00q~ 0`°° °D c° oU 0~ o°O°° °lI 0° o 00000° 00000 pub 0 O°0oo°
NG. 3 DIA YI W/ 2 LAYERS DIA BARS CONT SUQGRACE U40M BABE MATERIAL IS TO BE OF SUITABLE SEE GRADING PLAN FOR SURFACE ~ Z
h bxb / 10x1® rtnL cONT F WWM; SLOPE MATMAL 1 COMPACTED TO 15% DeWTY TO PREVENT SETTLING WATER FLOW ON PAVEMENT
r 1/8" FT. TO DRAIN
5JECTION VIE
I h i n NM JECT DRIVE 4 PARKING SECTION
u ~ n n u
O n
a u'
d ® o
2-®" MINffljM HEAVY DUTY PAVEMENT
< 60-011 MMR1M DIRECT LEVEL APPROACH (TO NEAREST 08STRUCTIONI
25'-0" MINIMUM VERTICAL CLEARANCE (POWER LINES, ECT.) -
A CONC. WALK -ASPHALT SURFACE COURSE
DUMPSTER PAD ENCL05URE PLAN
NOT TO ALE 2" HOT PLANT MIX ASPHALT STONE SE _ TYPE 2
u 8" COMPACTED
CRUSHED STONE o 00 0 Oo q0 ° o °Q o °
V0
O ~ ~Kl ~o~o p°
P51 X000 Q 0o °O ° °Q Q
~ 2"x2"x5/16" WELDED STEEL I/4" IE WELDED TO BETE DOME
z ANGLE FRAME TOP OF PIPE PLAN vi 10 o8q _0%
"m SOH. 40 STEEL PIPE b" ECH. 40 STEEL PIPE
o
a l 1"m "L" SHAPED e STEEL HINGE PINS ASPHALT FAVING TURNDOWN CURS AT PAWING
r,"' W/ CONCRETE FILL WELD TO PIPE CONCRETE FLUME
b" VERTICAL ° W NOT TO SCALE NOT TO SCALE NOT TO SCALE U it 2 y o-: O
» ( I 3" HORIZONTAL
b" PIPE SLEEVE HINT TRAFFIC YELLOW
h FOOT50LT HINGE. WELD TO o(NI* 11C~
o GATE ANGLE FRAME. s
a CRETE SLAB TOP OF CONCRETE y 10"mx4" WELDED ~CD
• ;yi' STUD ANCHORS cc
z TYPICAL . 7,7
a' ONCRETE •~i' " mx4" WELDED STUD
z FOOTING 24"m ' ° +LNCHORS TYPICAL CONC.WALK o TOOLED CONTROL--
JOINT 5'-0" O.G. g
OR AS SHOWN roll L. L. 6 O iii
o GATE FRAME DETAIL coNCRETEFOOTING 12 z NOT TO SCALE ON PLAN 41
3116" CHECKERED
PLATE COVER PACTED
I e i 'x' /4'1 SUB-GRADE _ _ 9 9 -4-
SIDEWALK - WELD OR =LD OR CONTROL JOINT - earl
BEND JOINT END JOINT
TOP PLATE
T1 PICAL PIPE BOLLARD WELD TOP PLATE TO SIDES )ES I'-6"PREPARED ; I'-6"PREPARED
NOT TO 5CALE SUBGRADE * * SUBGRADE ~~l m
Z~
, i
0 1/2" PREMOLD BIT EXT. JT. FILLER - EXPULSION CURB RETENTION CURB
y j b" LONG PIPE SLEEVES ~ s ! FOR 1"41 BOLT WELD AT CHANGES IN WALK, ALL OTHER
r TO 5116"E AREAS O 20'-0" O.G. c
~CONG. WALK
°j STREET r~ ANGLE FRAME BEYOND CURB SECTION
s -a --a- - - NOT TO SCALE
NOTE: Vt INCING MATERIAL
END OF FLUME AT CURB s
T NGLE FRAME TO BE CUT TO FIT CONTOUR OFCURB. PAGTED
r N SUB-GRADE
I~ BORE HOLE IN i; /16"x5"44" r ~I, CONCRETE WELD TO BOTTOM EXPANSION JOINT
< FOR BOLT i' OF ANGLE FRAME STEEL FLUME
NOT TO SCALE
0
CONCRETE WALKS
-Je z ° ACING MATERIAL
° ~ a ~~'-PIPE SLEEVE IYV I I V .~I..HLC
e SHEET
ELEVATION (TYPICAL F00T50LT) PLAN (TYPICAL FOOTBOLT)
• NOT TO GALE NO TO SCALE r SP-10
s f OF
10