20020429 Ver 1_COMPLETE FILE_20020320

Re: Raleigh Regional Office
Subject: Re: Raleigh Regional Office
Date: Tue, 04 Jun 2002 10:47:12 -0400
From: Ken Schuster <ken.schuster@ncmaiLnet>
To: John Dorney <[e-mail]>
John, I thought our phones would be back up by now. Thks for trying to
get back.
The architect for the United Manor Apts is inquiring about the status of
their project. They sent a March 15, 2002 letter to you with plans for these
Apts. They are planning to remove impervious surfaces within the 50'
riparian buffer. The existing yard inlets, storm drainage features, and
drainage patterns within the buffer are to remain. Silt fence is to be
placed along the exterior of Zone 2 and disturbed areas are to be seeded and
mulched. Their letter asks for final approval with final permitting and
construction.
Is there anything else they need to do and will they be getting a letter
from you all? They were going to have a meeting last night and were hoping
to hear from us before then. If you could let me know I will get back with
them. thks.
John Dorney wrote:
> you called? no wonder you won't answer your d--n phone!
> Juliet Fredericks wrote:
> > FYI
> > The phone system at DENR's Raleigh Regional Office on Barrett Drive is
> > down. E-mail is operational.
1 of 1 6/4/02 2:04 PN
?O?v T pG
Cl) r
O ?

May 30, 2002
DWQ Project # 02-0429
Edgecombe County
Deep River Engineering, PLLC
Attn: Mr. Paul R. Blanchard, PE
110 Scott Avenue, Suite 3
High Point, NC 27265
Subject Property: United Manor Apartments Reconstruction, Elm Street, Tarboro, NC
Compliance Review per the Tar-Pamlico Buffer Rules (15A NCAC 2B .0259)
Dear Mr. Blanchard:
You have our approval, in accordance with the conditions listed below, to remove impervious surfaces from the
riparian buffers and to reconstruct the existing United Manor Apartments at the subject property as you described within
your notification March 15, 2002. It is the determination of the Division of Water Quality (DWQ) that the proposed
activity is "exempt" under the Tar-Pamlico Buffer Rules (15A NCAC 2B 0259) and therefore does not require
authorization from the DWQ. In addition to this determination, you should get or otherwise comply with any other
required federal, state or local regulations before you go ahead with your project including (but not limited to) Erosion
and Sediment Control permits.
This approval is only valid for the purpose and design that you described in your notification. If you change your
project, you may be required to notify us and you may be required to submit to us an application. If the property is sold,
the new owner should be given a copy of this determination letter and is thereby responsible for complying with all
conditions. For this approval to be valid you must follow the requirements of the Tar-Pamlico Buffer Rules 15A NCAC
2B .0259.
This letter completes the review of the Division of Water Quality under the Tar-Pamlico Buffer Rules (15A NCAC
2B .0259). This letter does not approve any impacts to wetlands and waters. If you have any questions, please telephone
Mr. Bob Zarzecki at [phone].
Sincerely,
2
gory J. Th e, Ph,01
DWQ, Acting I: or
Cc: Steve Mitchell, DWQ Raleigh Regional Office
File Copy
Central Files
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919.733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
T
DEEP RIVER
//I ? ,
I10 Scott Avenue, Suite 3
High Poi t, NC 27265
Phone: [phone]
Fax: [phone]

Mr. John Dorney
NCDENR Division of Water Quality
3800 Barrett Drive, Suite 101
Raleigh, NC 27699-1628
PLLC
MAR ' gip?
March 15, 2002

Re: United Manor Apartments
Riparian Buffer Requirements
Tar-Pamlico River Basin
Tarboro, NC
Dear Mr. Dorney:
Enclosed find three sets of plans for United Manor Apartments in Tarboro. Pursuant to a previous
conversation with Steve Mitchell of your office, our client desires to remove impervious surfaces
within the 50' riparian buffer. The site currently has approximately 13,769 square feet of existing
impervious surface area within the buffer. Approximately 3,602 square feet is located in Zone 1, and
10,077 square feet is located in Zone 2.
The demolition plan shows the removal of all of these surfaces. The existing yard inlets, storm
drainage features, and drainage patterns within the buffer are to remain. The yard inlets are to be
protected with silt fence inlet protection. Upon removal of these impervious areas, silt fence is to be
placed along the exterior Zone 2 line (50' offset from the creek bank) and the disturbed areas are to
be seeded and mulched. The minimal grading onsite provides surface drainage away from the
buildings and parking lots. The runoff enters the buffer in grass lined swales, and most of the ditches
are at slopes of approximately I%.
Unless otherwise notified by your office, we would like to proceed with the final permitting and
construction of this project. Please feel free to contact me at [phone] or [phone] if
any further information is required. Thank you very much for your time and consideration.
Sincerely,
aul-t- ,,?P E
P
File: Clinton E. Gravely, AIA
Troy Lewis, City of Tarboro
SUITE B GRAVELY BUILDING
TELEPHONE: [phone]
March 18, 2002
Mr. Allen Davis
Building Inspection Department
Town of Tarboro
500 Main Street
Tarboro, North Carolina 27886
Re: United Manor Court Apartments
Tarboro, North Carolina
Dear Mr. Davis:
r-
R??/ l
1
GREENSBORO, N.C. 27401
FACSIMILE: 336-275-9885

As a follow up of telephone conversations please find enclosed, for your review and
approvals or comments, three (3) sets of plans relative to the reconstruction of United
Manor Court Apartments.
Three (3) sets of site work are being forwarded to the NCDENR Division of Water
Quality for review in reference to riparian buffer requirements.
Please advise if there are questions or a need for clarifications. Your cooperation is
appreciated.
Sincerely,
CLINTON E. GRA
CLINTON E. GRAVELY, A.I.A.
ARCHITECT and ASSOCIATES
Member of the American Institute of Architects
500 BANNER AVENUE

cc: Mr. Troy Lewis, Pla g
Mr. Paul Blanc rd - Deep
ARCHITECTURE
frederick d. degraffenriedt, jr.
Linda g. johnson

r, Town of Tarboro
Engineering, PLLC
PLANNING
associates
INTERIOR DESIGN
frances h. lewis
m v?romi? runcroll
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

V)
Z
0
W
W
F-
a
0
Z
0
m
lu
0 �
0
Z
a
w
3
7
U
X
z
A
ct
O
ft—
_
®
O
�
U
Q
%1
in
Z
Z
5
o
:3
O
Y
0 1 LL
L) ih LD _?
o
nnn
m
luul
z��Rry��
loin
0
Q
SHEET
SP�8
OF

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