HomeMy WebLinkAboutSUB199400093 Plan - Approved Road Plan and Comps. 1994-06-21z GAMEIRIC DESIGN POP GLAAfORE -I-
CHART RORllE
.. ,�. WaIII. TYPICAL PAVEMENT CHART I - f-117
z- --' Maier streets ------ -- ------' ,
m ___ Tertiary with Fixes ____v . _______..___ NOTES
STREET NAME ART SECTION DESIGN CAT. < Gene[atvon .(f1
Lane 130 VPD A I 1. PAVEMENT RADII 0
- A B C D E F G H , I
Perth Court LBO VPD A I 0 251 401 251 401 0001 2001 4000 VPD
250 VPD 400 VPD 1000 VPD 900 VPD -1000 VPp 2000 vPb 4000 VPD UP Inters t All pavement rad,l at tntersect,ons she 1
Si'f ?'J iI Avebury Lane 190 'VPD A I be a m Sof ¢0'
f 1-t a P : Micdmm Design Speer? -20 SEE 20 MPII 20 YEAl 20 MPS 30 MPN 30 MPH 30 k4H 30 MPH
A' P v1 Pcestwvck Place Maxims. Grade 164 168 16% 164 148 149 149 148 - b. Cul-de s cs Cul d sa s for ail streets serving t n lots
c9+00 - 15"0, 130 vPp A I Minimm Centerline Radius, 110' in 110' 13O 264 260' z60' 260' r less shell be th Ftycf,ve feet w,th trens,t,on radi,
6450 - 9+00 350 VPD B II -Factor (SAG) 17.6 17.6 17.6 17.6 36.4 36.4 36.4 36.4 into the cul-.de-sac also being thirty flue feet. All other
o+00 - 6+5o 450 VPD s ]I% -
i .d s c V Stoop g p' [once. 125' 125' 125' 125'. 200' 300' 200' 200' cal de -sacs shall have Forty foot radi, with trans t,on
inter. St Pp- D tar:, 200' 200' 200' 200' 300' 300' 300' 300' radii of forty feet.
Ccu[t 60 VPD A I Avon P t Widtn 18' 20 20 20' 20' 20' 22' 24'
1mvn Sh ld Cut 4' 4' 4' 4' 4' 6' 8' 8' 2. EASEMENT NGTE➢ PRIVATE ROAD PLANS-
Y Lane Court 6o VPD A I - -
t;,, K [ass Lane 210 VPb A I ) min ➢ 1' , Fill 4" 4' 4" 4' 4' 8' 6'
- h-o+wa width 40'. 50' S0' S0' S0' 0' 60 60 The Developer r s vas a 10 t 1't a d
Dist K Di hWidthy 4' 4' ,�55 _ a ...-an s y. n / d ga.
V 95b[i[gv woad 20 VPD A I 9 fq 9 4 n.. ...F along all I t I f h t
>. (G ant D y) a Y. PHASE I
7G0 VPD E III ('-)' 2. tadditionl fill shoulder whmG rd Rail is used b. The eDevelop errs 17eth d nag is es will /����\7®�� - a
_ A �1. J Kl rkwood Couit 90 VPD n I Np gase and PaverenT design to. form to VAYl' 1989 sub3ivision - be necessary toaproperly mainta In all roads. pralnage lip l�
,i S �; /1 - , :Camden Court 50 VPp A I Street Requirarents which be ff dive March 31, 1990. as dents are to be centered on all drainage culverts and
x.3) 'Gstewick Place n'OTe: On One-way mvide3 portion of Piper Way where lanes a al ledra,nage ditches wh,ch have the roadway. ucho IN VILLAGE OF RIVAN NA
enta shall term,nate at natural water Co.,... r the RIVANNA MAGISTERIAL DISTRICT
0+00 3+oD 120 VPD A i tea by cmnon open space the pay.t width maytce abdi�v,s7on bounder y, whichever comes f,rst andsshal l be \�
3+00 end \ 180 VPD A ed al Aron 22 [eat to 16 feet provided, howeve1 that at - twenty foot ;n width Nnleaa otherw,ae opted. ALBEMARLE COUNTY, VIRGINIA
Ces Eo[d Grange 160 veD A I 11 a 't
tint action full zz loot �verent I. r rase a „ dth t tad f t least 100 feet h side of the Common a ..l with p iOrity for water, s n,tary
t ction and 6 f t t ens t takes place over a 18D and stormes ewh ra0pl 7cabl , but not to the exc 1. Ion
swo(d Lek D yPp of other p a. JANUARY 8,1992 h iuRNTq 1N0
vpNP
A I foot distance 1n each direct
D/TCN
REV: JULY _7, 1993
Mandan Psont REVISED TO ADD SECTION M RopD
"IS 2+00 36o veD B I I CHART., II _ _- _ PAVFSfflvT DFSla4 MR cLFxe4oRE melvnTE s'NDs - /yOAD$/Df' NOTES (ADDED I/7/94).
end 180 veD - A I -
.1 Il JAM
tt at: Enll y oso veD A I TAaRY Am -FACE Ease w suaeACE : . 7, 1994
A.) TRANSIT/ON R--IDE DITCH DETAIL TO D T41L Z WYNEN REV: ORF��
ck Curt so vPD A I I uP to DRAINAGE /S RELEASED FROM TIE ROADWAY UNLESS REVISED TO ADD SECTIONS N & O' - /
n .+ ae A 250 ADP --- 6" Agg[. Ease Material 'Type - ❑ Slotted seal coat * 07NERW/SE NOTED.
Fi3 • L ckport 1 70 VPD t 11
II 251 to REV: MAY 4, 1994
Hhelbourn Lane ]0 VPD A I 900 Alyf ---- 8" A9g[. Hale Material Type - D At.- Seal Coat * B.) WHEN EC-Z OR EC-3 E SPEC/OVE 7 4E D RL14O5/DE EET� P t9
VICINITY MAP ➢ aemar cevrt DITCHES, /T lS ASSUMED 7U CODER THE DITCH FORA RESUBMITTAL OF SECTION N, O & P
0+00 3+00 1In veD A I TII 90'I t 6 S,bbase qr select t 1 ype 11 6" Aggr. Rae. Material Type D '. totted Seat cent + DEPTH -EQUAL TO 8" UNLESS OTHERW/SE /ND/GATED. REV: DUNE 1 O, 1994 / 3+00 - end 60 VPD A I 750 ACT - 5P As-h. C nc, Type &4-2 165 PSY .,h. Con,, Type 3f 2A �(V
Melrose Lana "I veD A I IV 751 t. 6' Eelect Material, Tyle _ or lIf 6' Aggt.. Hasa. Mate[fal 220 PEY AaPh. C c, Type SN 3A DRIVEWAY PRGFILE (VDOT Standards) PER COUNTY COMMENTS
C ham C t _ 50 VPO A I 1500 PI,T 8' Aq9[. Hose 275 PSY ASph. konc, Type 1 -2 165 PEY sa h. Cobb, Type S1-2A
A When enter ng an exiting a driveway from a public street, a sutltlm charge n the tlrlveway s y z
REVISED TRAFFICIGENERATION FOR PIPER WAY DUE TO: P l Perf f C rt ` 130 vP0 v 1501 to grace w II Cause an operator of a Veh cle to travel at an extreme low s 6 \ y 6
REDUCTION IN NUMBER OF LOTS ANDRELOCTION OF D_ croft Court 120 III A Conic, rest
plxd . Therse
4000 ADT 12' AWc Base 3" Asph. Conc, Type &4 2 165 PSY soph. c , Ty Pe Sf-7A enter ng a tlrseWay, this greatly Inm085es the possibility at a rear Mtl collision. Therefore, t0 p, \
ENTRANCE TO SECTION M - 9/2393 r.Way -SEE RE✓/5ED CHART AT LEFT enhance safe for the travel ng public the desirable and maximum grades are provded in \ V
" From 'to E 304 ] Lane, G VI 4001 to 6" Select Mate[ ?:, Type II 42". Acph. Conc, Type A4-3 Plae 165 IV Aeph. C-c, Type SM-2A Figure 7 If I change In the driveway gratle occurs, the profile shall be rounded by canned
- 1a000 ADT 2 Asph. Cana 'lye= ix lA 9 1 P ER y
' B 3095 Lane G ' V - the two tllik2nt gmtles. 2 ° \1
PIPER WAY TYPICAL PAVEMENT D to 3681 C v y
SECTION DESIGN CAT. E to F 3519 y III 10001 to 8' Se1e -Mat 'Pyoa oc Ii 4 Asph. Conc, Type EM 3 Plus 165 PSY Psph. Conc, Type SM-2➢ or C F 7 ry7
30000 'I- 6' Aqgh.
F to' G 2288 G V
A-B 3727 VPD each lens G V 0 to H 905 F V WITH S/KY/LPER-
2 6
B-C 3727 VPD eeh lane G V H to H 1 1 F - I v for ..lotten Seal Coat. + B %
i H1 to I 1255 F IV *Note 125 P6Y - SI 2A May be Subst,tu[e D Ar3%
D;E 3279 VPD G V I to
E-F B228 VPD G V J to cal de sa< 3p E I' P
F-G 1845 VPD G V I to K 815 E v
G-H 195 VPD F V K to L figs - r.
H-I 1195 VPD F - IV L to 821 E I'
I-J 1000 VPD _v F IV M t fill ,E III p0 �� ,R`N 11�'
J-K 755 vPD. E N o k r toaa F III DETAIL I AND lA DETAIL Z a RP J zry1 h \C J rh
�-m 565 VPD E in (B-/) (' E) O x
Paddi.-gt n Circle /
M-M1 B
553 VPD E III A \ /
MI-N 643 VPD E III From F to N 1388 F Iv
N-o 703 VPD E' - nl D to P -. Ilea F v PIP PAP DITCH GR4S5 DITCH � '° �' J' �° W � ti
O-P 1063 VPD F IV P t o 355 E g
o to N tss ".D II (USE CLA55I R/PRAP) / -- R to 9 1240
h \\P \
s to T 1elo F v // SHE \.// y1 V U �P /W 9y'QDRT
T to D 2210 c yy
C-1 C. k /bad 43o VPID B IN{I
R d 170 VPD A_ I / �i'Ll -/r, I �jl� 5' I / I \ y�
Dgg9y R D - - /Gz0 YPO G ]P - q•% �i -a- �qX' _ / T
3EGrMN 0(W Cere) 6Po /I �i T h°
/� Qvrs �1 / rjVaE G70N C/RC
1.T/ON✓ SANlbwN PR %da9D - A ` ` _ ,t r •I\
FR0.4 0 00 co Gro c 7Il FILTER CLOrH A' JagODI�
y oo 13 .so : .560 c m �B
N EQ /3.50-/9 r,30 B ZZ Il
A
OcaevNlaee u A Z NTS..
NO A I d l
i rrreRs4L1, cover ep A z LINE W/TH Ef-Z F.�31AA-B' M1g ,P ryy kz j y'. v'
nNaowu CANE /o p i U/JLESS ON PE .DOTED 4111
9 W 1
TYPICAL SECTIONS (SEE CHART. NO. ]II FOR APPROPRIATE- PAVEMENT DESIGN'[) N.T.S.
4 67
A y r`
B-C-D-E F01
\A
/4:' 26 4' /O' \6 E7 // 11
1°: )'yhy �..,,y h z i \V/ i- \ m
FUTURE \ 6 couRr ENTR �P� g o I '.a: ._-RPPR
I \ - -
Revs 't w od by the y1F')Pt-Ty p/F�jG,yp�
AID 6Department ¢'v
G 60' H 6O•- SEE ROADS/DE D/TCN NOTES _\�z << 3 �\ )� _ ®�i�.
22' S� 4' 7' - n v V v. 14438 I '~ ~� o' e' za a'6' 1 T pz Plan # � UJ. Thomas Gale y RECEIVE®
i� tic. No. 4 'JUN 1 31"4
couNxx OF ALeeMAID"!q4`D SORVE�� ENGINEERINt3
DEPARTMENT OF ENGINEERINz G
GENERAL cON5TRt1CT1oN NOTES FOR Enflo V]:SI@1'
.ROADS PPROPOI- F_OMazcl _ 9INTENAMDE
"6°
c'f' 6
the face E guard all and sh=uld width. h 11 be anc eased -
J 7 Q TM1 bb V D 0 T de Rafter f s to the to seven feet.
J Vi g'p -I nserepo[tation. Theterm. County 1]) , fl County of AlbemarleVir gania. 10. Wflete urban c actions a I. iactIllad, all ce.idential
2. Prior to commencement of any construction within say existing driveway en s h 11 confoim to I ...... IICG 9A G 9H
pu g y, 1ncl:.dlvg cocu,ectlon to any exvstano it. WM1exe turaltcross .tin are installed, 11 sldent al.
road said construction shall b bt fined from
bl i fit f-wa a ns
V.D p h plan as drain a n a driveway entiancLaashall co�orm to V.D.O.T tandaz- PE
\ ` m may noac t ly fl t the
the t, If permit. where any d p 12 Paved, rip-=ap o stabllizatzo Ph
.. Iwhen h y b
�.A �' the q t of the permit shall
ld f9theeDirectoxboElEngineering9 h designee, it is aeehea
fIE I z 2° dev 1 p t 11 b de by the ty. Th. contract It
3. t t peat �on f all pcounsed d hin h essary.
5 / \\ W S2 26 ryD ot'.y M1 D p rtmantaof Engineering (296 5863) 41 trouts in 13A m imam clear z aznEaeight (9) feet fro the edge of
�� 3 advance of the start of construction. p ant shall be m t r.ed on III [aside tial suFdivisio.
/ \ ZG [rests. -
P4 All materials and t trto methods shall corCf o[m to.
QQQ s y 11 �vf vrrent specvflc t d. d d f D 0 T less 14 C mpl 1th thep dth h ld dth
Is' therwise noted All f d g d pipe d d't h n h n o the typical t sectiov
OCENMORE W,4V ins W 9 DAME "� 2ry eallation must Fly with OSHA. St..
t d d f the f \ \(�� C9 6 C 2° Cons t...tic. Intl y (29 CFR E t 1926) allowed hall b t tl dhe d. t Ex p i 11 not be
``II.nl1RE I• \�� O Z 2 �F 5. Erosion and siltation control hall b p .Vid.d in 15 upon pl t f the .roadway onstzuctio t e
LEr ` ] W �_�. CYl 1s ac ocdance with the approved -o oat 1. p1 aid must ign h 11 D .stalled by the developer' t
( U_ p ,v14 1 1° bec.tnstalled P=.or to any clae5zi=9, 9rad1n4 or. other all t t t sections. Si,v. andtthe i t 11 t neceof
I /pE-_ onstivction. ball f rm to Alb le County E =eat Larce
_ egu ts'. Th d 1 per shall be rasp bl�
+0 6 A mulchedOld distucbedlowableafill t.obecft tlopeed; is 2c.d.d ini of th g until the roads h b cepted.
¢ 9 y6 a ea nablyxobtainable lesser clopesuofs 4:1 1, better 16. .Road plan approval sUbj I,t to fi el subdiV plat
S T are t besachreved.
3 � Validation. Should the final plat foi th'.s .rp)..et expire
4G 7. Su[Eace drains and dischar hot. be, t d within P=io t g nand recordati thaa apF. 1 f th e
r Z ¢ar ge .pipe gem plans hall b all oad V,id.
NEST the private right of way o within privet s Pilo[ to
,5 a Z acceptance by the County. 1A11drainage o tf 11 ements a e 17. Trafficntrol'or other regulatory signs b des shall
4t - to be extended to Wundary If.. or a natural watercourse.) be installed by the developer when, in the oP+.ion of the
Director of Engineering or his designee, they Icl delled
SEE 5/-/EFT Z /.VDEXI.i/U - 8. All d q inlets shall have a 2-inch 1 1 d p swan. necessary in order to provide safe and con .s to
V Q - x from the proposed development. All srg tlj
P[Rv SHEET5 F02 O 6I 60 59 48 Q PV 43 3 9 G aid lglocatidns where shown priate end t p m tse ill be regulatory devices shall Confom with the M ..al for
h Exact lea th, location and appc. w
unit.- Control Devices, latest edit'
3 field determined at the time of const[uct Additional 7
l' guardrail may be required at locations no h h n, in the 18. State vey datum used and reference a benchmazk.. E.
SECT/O N$ O• p�wN P9 O Q 3L opinion Ifthe Di t r of Eng ng or h d g ee it 15 ..
5PN '9.rr h 4 W 35 deemed n.....-y Wh guard[ 1 requi d it h ll be
P �ERBYSN/RE PL. s7 so PARK 1 pQ. installed four (4) fast
offset fr= the edge of pavement to _
�Pa - RQUDABUSH, GALE & ASSOC., INC.
1 O 55 56 si P�90 zo z7 C) RQ4D �4' O A PROFESSIONAL CORPORATION
SURVEYORS, PLANNERS, ENGINEERS
Z 54 93 5z /9 zz 13 ev ^Qa OHARLOOTTI ELLO OVIRGINIA
60�
'7 � 1
SCALE: 1" = 10
_
�
h _
-_ U4
-� fi ,
( '
90�
2t� —
`
1 �n EX A19cNm.
S
31
r 7�
F -
•
% i
,tom
-1
1
/ y
,' ,'
�� \\ o,
i , ���h _� -� may. y _-_ - •'R oo� - -- ••� r`� A..� t7 t. Uma G.a1e
• __ • __ _z . ,. RQR�•Hx/nT.-_- �. ,_, _ _ _ _ -- .. -- -� �I I YEA a - I ,A,� Jti
t
'L1�3�
MR cl
�X
-
��/y-_ —= _ _ y � � � (/ — y, y- '- _-_ =—=_ _ �� �� � ���• _�! - � ' '; ' —=gym--- %�'' � _ i VULITY
LEGEND
PROPOSED 570,941 SEWER
EXIST M.H. \�\ ��__ t\\/.20 �i Q EX/STING STORM SEWER
PROPOSED SAN/TARP SEWER
NOTE 9 -/
ROAD E w4rER G/rwE P4,4NS g PROF/L ES; SHEETS 3-8 o-_ EXI5TING SANITARY SEWER
NOTE SEE SUBDANPLAT DETA/LGUG SANITARY SEWER AALK/LES; SHEETS Z
� DR.4/,VALE ANDDI UT/G/TY EASEMEI�/TS.
STORW SEWER PRDF/GES; SHEETS 13,� /4 A ZO' EASEh/ENT SHALL SE CEA/TERED
ON ALL ST019MIS;9NITARV, (ygTER L///E5,
AND AA�UR 7ENANCES. (SUBJECT TO
SUBD/!i/S/DA/ PLgT APPRO/%AL. J
387
SHEET' 2 OF 14
40(
39(
381
371
361
w
341
33i
32i
/ I
( ` w
I I \
± RIP R \ \ n AP 0' H. PE EriI I 1 \\ m
(SHEET I) � '.,
F E ECi\
\ \ 01 1`. \ �.' a s ° eo'nc 6 LeAeo =
X y i \
1 � \v�rZ
A IQ " 2
\ Q n
\ I
\ 5 6 \
E -2 FROM 6+5 DARBY RD. 1\ /
. TO m' I TO�Q+50(SANy PAR( RD.1 y
\nut—rtvH — G�
\ .\ \\� 5 I \ 2
1 1 P H Rpg4. DfT4/ a
�\
ObE-
/00
� ae
mn
MAINTAIN 3' MINIMU V P PIP n a
o
+
m
m
+m
m
J
'
Id PUG
I,
H
�
/
m
FOR 2" RL
n
_ o
/
m
+
40
V.C.
°
/
IOxB
EE
w
rn
N=
28.76
n/ /
2- 10�
G.V.s.
J
w
--
o
q01
om
1O
o
rnm>
w
J
/
0 0
/
350.00
ft VC
VSD =
21 I'
�v
011
0
— — '2.0
N w
J
w
% -2.00%
N
+
0
>
0
EXIST.
E)SJST.
\
Gq0
rD� _
L
I0,
EVE
/
IB'"MIN. SEP.
OAPG
TYPE 8
JAw
\
BLOW OFF
12"M N. SEP.
0R
EX. 24"
RCP
N
m
8 SEWER
CONDIT
ONS SHEET
OF 14
O
m
O
R
N
en
m
m
00
90
'PED
OFF
80
70
60
50
140
130
120
0
-
I
TAPPED \ \1
BLO OFF
\ CB 72f0P CUL - DE -&4-- I
m
\ o
J
i
SCALE: HOR .: 1 " = 50 '
VERT.: 1" = 10'
N
J. Thomas Gale
tic. No. 1443B
387 1
Q11FFT'A 111:1
/ • U � 1 0 � \\ A \ \ � 1 a\ 4fi�Q ci'o � %) \ fjgT _— —�,2/ / � o � S \ \\ �S \ i" \ � m �ro
a
\
\\ \
9'E9+
661
A8 \ \ \ -� HYDRANT / \�
ASSY.
T1 \
' SCALE: HOR.: 1" = 50'
410 VERT.: I = 10'
410
40
400
39
390STA. 1+75
38
3BO
370
380
350
50 P AIM SEP
45" 2cR
AIV 350.0/
340
40
330
30 homas ,pJ7
320
G7�fc
a. TGale
Lic. No. 1443B
320
4
/A''✓9 Si)R�'F'y�
11 00 12+00 13+00 14+00 15+00
387
D I n t X. B AINTAIN 'MINIMUM OVER OVER
p
0
TOP OF
PIPE
I rl
X. C
K 6z.1
m
om
—
-
mm ,p
on
m
HYDRANT
STq.lI+00
ASSY.
+
N
ti
m
II
om
N N
tin
+m
HYDRANT A^�SY.
inn
1
07 %
�
TYPE B BOW OFF
Bz
o
=
F
IOaB TE
8
TEE
"GYs.
8 C
.51 D.I.P
mo
X.
B��CL 51 D,LR
W.L.
wl
/
2
o
SHEET 4 OF 14
370
0,
l
AA15 i Ir b
BYA iE i
�c
0+ - - °; S. !-Y� : �- I Xl 20' SAN.
r I
SEWER ES7P y1,�
N
o
i
204. +eAAJ
15•09' „9�
O 05. 03
o�
r ,
i \ �� i/ N N "s/�✓b S EET 7
0 N
exa 7cE
x _��_ is •• * & � r / � oG' 0 1
NYDRAd/i vP
A55
i Z6
jo
64
S
z
p2 2 O
- r -
_ SAN.,SE E ESMT.
42 = JI,HLC. nurli.. 1 = DV
VERT.: 1" = 10
LC = 200ft
K = 21
360
N O
W.. m +
_
MAINTAIN 3' MINIMUM COVER OVER TOP OF PIPE
\ w'
\
350
INTX TATTERSALL
_. Q o
COURT.
.. __... _. - ._.... _._- _.. __. _.._.
-. __.-.......
-_._.
350
00o
ti
340
o
> m
2
0 N
o _____
m
-2. 50 %
_
wa
=
LC 150ft
w
K = 25
330
° O
330
n \
~
+
0
o INTX. 'DARLEY ROW
320
00
INTX.SANDOWNLN.320
m in
w
6 •• C u� in
h
o Q41 m
�> �'S/ w> mY
LC
3
310
-
100ft�``'QQ
VSO = 167'
--_.- �C > m
o0
n N
340
w
w>>
Z
w w
m
-L23 %
%
w
300
-
m o
-..
=
300
v
o
_
_tp
m
I \ 8 CZ S/ D/P N!L, P
° N H J
\ /'44/N 5EP B'SAN. SEWER m fv
>
290
w a7 W
`�/ lNv
290
SEE NOTE #11 A.C.S.A. WATER m
�
& SEWER CONDITIONS SHEET 1 OF 14 �p
290
ui
0o mm m
o n
v
-
m n
n
290
cv
N tO N cn
m m
16+00 17+00 16+00
vo-i
19+00
20+00
m m
m ti �.
m m
21+00 22+00 23+00 24+00
m
N u�l
., ..
m rn
25+00 26+00 27+00
J. Thomas Gale
Lio. No. 1443B
514EET 5 OF 14
,- cr— I
' JCL CJ1 , J <
_I
6,1
l
I
I
S44p
v ♦ i
SNEER IN EN
Fowlro ROAD g2
Of
60 9E+7 ld R= 45623 6q.,
-1159
. 0
3 70.13 57
1 0�? t �
O
Gb 9G+g Jd a �. CJ� I g Cfl...
f�
I \ 56
�c
m ,a
o
430
zo�- -- - -- MAINTAIN 3' MINIMUM COVER OVER 70P OF PIPE
430
110
410
100
�o
DERBYSHIRE
PLACE
40C
3 m+
0
0
390 1
x w
m
�m
w
1
O
2. 10 X
\
wa
w
380
LC
= 150_f t.
- _
380
N
m
y m
mm
o
?
0
++
C<
\
2
h 8
C.D.S.
370
S7
370
_wan
_-w>
\
MO
_
m
m
>
In
N
160
1DtiY
�
>
360
y�
LC=14Z.5
wa
wa
»
Q
_\z9,h
VSD = 140.94
150
350
N
I. MIN.SER--
R
w
A
_� m
Q
W
m
140 - -.
-. -
t9
" w
w
m
340
m
m
n+nn
4+nn
a+nn
m
In
m
E.P.
v1
m
a+nn t+nn
SCALE: HOR.: 1" = 50'
VERT.: 1" = 10'
SG]
400
_ _ MAINTAIN 3 MINIMUM COVER OVERTOP OF PIPE. _
m u�i
m +
390
N
II
w >
1
3130
3-..3
2m. 10/16,19
0
,19 p
ao
n o /'MIN,
5EP >" w a
vi Z V
370
=
m o-
o
m
m
o
�
p
>m
o
360
m
_Q.o_
_.L4i_=. 290ft
VSO 136'
LC
360
m o
S7 > w
a =
K 19
�9
p
R
m
m
c0 �
350
w °
HUNTERSFIELD CLOSE
a350
o0
I'MIN. SEP.
n o w m
15 R. C. P.
II 1/4'
m + W
\ n n +
n
340
o BENO
\ w a
340
-_
� m
—
11 I/4° o\
BEND v
,...
+
�P,cnT,a-d C5p
330
I MN. SEP.
'Q
330
a z-Is'acP:
i
w 3
U j. Thomas Gala a
320
° 4 o
Eic. No, 1443B
320
� t_k�- �
— rr
I
O�
lgNO
N
m N v m
m In
m ti N N m
In m.
°'
m O
o m.
SUR`14�
SHEET G OF 14-
370
360
350
340
33C
32C
31(
30C
29C
2BC
7 g4
N / 9 t
s N n 3
I , I
I �
i p Y _ ..ot
.L S TYPE
o A \
L'5 BLOW OFF � 1
V R E/
0
4 CL/.1 D.I.p W.L.o
"G V.
i X 1,,:
� -- -pP'0 . 1000 Y0 A WER- SO �� C
/ 1t PRv SE \
qA \
., - Ago+
+
MAINTAIN 3' MINIMUM COVER OVER TOP OF PIPE
0
370 360 -
I
I
I
I
j
I
o
°
m
w,._
MINIMUM
M
C �VER--OVE
TOP OF,
_IPE
2. 10
N
J
%
m
°
LC 50ft
mo
o
N O
\
�I
20
I
-�
w
o
m c�
J >
II 80 TEE
\
\
\
\
I
i
n �o
J
I
v
N
n
>
w
S/D/p
W I"a
i
m
SD - 196'
+
If
I n + m
w �-. m
J N
0
TYP
m e BLOW
m
A
OFF
1
I
N all
I
0+00 1+00 2+00 3+00 4+00 5+00
360 350
350 340
340 330
330 320
320 310
310 300
300 290
290 280
280 270
SCALE: HOR.: 1" = 50'
VERT.: 1" = 10'
360
I
�
I
I
I
I
I
I
I
_ _
LN_._
�VER
QVERI
TOP -OF PIIPE
III
I
-
mo
m
J
Ii
I
m
n
J
W
+
O
( o
ni IIIK
II
> a
LC = 150ft
= 20
"
m n
N
O, pmj
o N
n
,
-2
�4.p
10 _x pq
i
> a >
a w
I
x 4 TEE
4 G.V.
TYPE A
BLOW OFF
Q II
MIN. SEP.
wa
o+
N
-
LC '
275
VSD = 275
-__-
1 w
w a_
In
o
m
I
m
m
I
I
I
i
I
i
350
340
330
320
310
JUL)
290
280
r-iLic.
z7o Thomas Gale
No. 1443B
00
G IICCT 7 nG' /A
00
G IICCT 7 nG' /A
31
1 1
\ I 4 36 = . 38
I I TYPE A //nrglp B9. 90
\ BLOW OFF �09 /_= 9 •3g. SB. 67
GRADEI
S OULDEli I
\ \ \ SNEET DRAIN o \ \
3p6 .p
D6 +
\ 1 \ \ 'tS m
N 4 L.51 D.LP. W.L
\ \ \
M. H.
pump
360
35(
34(
33(
321
31
30
29
28
27
SEXIST MH. Ai-II
1
\ \
3. \\ � A3 I
-----
\
T
5. MIN I
\ 5 MIN SEP ff \ \ 1
f ORIZ EP 4x! TEE 1D y .BLOW \
6• D
E M4/A/ rpo
Pc — _
SEWERY \
SHE _T5
Jf
G _
SCALE: HOR .: I" = 50 '
VERT.: 1" = 10' 3so
J
m
3
MINIM
M COVE
OVERT
P OF PIPE
N
O
U
---
^
--
oo
m
+
N
m
e
w
O
+
n
LC = 200ft
W
18
w
/
TYPE
A
u
o
IN7X
S N�hYN
R!f RD
/ /
BLOW
OFF
V
o
0
60'VC.
y
m
ui IB'
MIN.SEP
of
o+
SEE NOT
#11 A.C.S.
. WATER
S.
..LATERAL
e
o
& SEWE
CONDITION
SHEET 1 O
14 o
m m
p +
w r
w a
win
m m e
+
wQ
.Q
J a
+4.00%
0 I
MIN. SE',P.
w a
\
L29 %
/
/
—�
LC
= 50ft
18'�MIN. SE,
IS"R.C.P.
VSO
167'
TYPE A
\ 4
L 51
/
o
INV.3CX."�7
4
BLOW OF
\
O,LB
WL
/
-
€E
S.S
LATERAL
j
APPROX.-
100 YR. FLOOD
PLAIN
I'm I
SEP ie---
—
2-4��
-4"'
Vs
I
-
--
MIN. EP
18"MIN.
ER INV.2
1.14
0 S.S.LATER
L
0
8" SAN.'EWE
I NV. 285.91
1Il
m.
lD
m
N
m
g
ml
m
W
m
m
4+00
m
5+04
m
6+00
m
7+00
8+00
9+00
50
40
30
20
10
00
90
!80
)70
J. -Thomas Gale
Lic. No, 1443B
SHEET 8 OF 14
390 390 40 400
00, 80 390 90
380
70 380 80
370
60 370 70
360
50 360 60
350
40 35050
340 0 AD
30 34 40
33
320 33 30
32
310 32 320
31
300 310310
30
00 0+00 1+00 2+00 3+00
0+00 1+00 2+00 3+00 4+00
STORM PQOrlt65
SCALE: HOR.: 1" = 50'
VERT.: 1" = 10'
55
a 370
380 l 380 420 �420 370
� W c
S4 410 10 .3
400 00 370 370
S3 J IZI. 00' ft. of 15"
.5'2:36Q dia. C l4. 9 % P
m N PS
/ J
v ai 400 00 350 0
m m 360
390 90 360
F G. qwq,
m /
90 340
80 350 / 350 370 370 39
380
q•oi. w
N
m m 340 360 1 330
60 38 80 -
37 70 340 G'• m
S 1 / @ . 757%
SO o P4
o / 1h 80. 07 ft of 15" ❑ia.
@ 4.996%
P3 330 350 50 37 70 3Z 3Z0
36 360 330
Uo @ PZ
N /
w m
320 340 40 36 360 3� 3�0
35 350 320 —
o n °
N N N
N N
mm
310 33 330 35 350 9 CO
34 340 310
48.0 ft of 15" Dia.
@ 1.044%
P1
33 330 SURV
0+00 1+00 0+00 1+00 2+00 3+00 4+00 0+00 1+00 O+OG 1+00 ,�"„
SHEET l3 OF 14
3
3
°
3
ac
Q�
wz.
Q
3
340
EXIST. 48.
0 N 4.31 %
7-2d•R.CP. w
ZU
_
V
-
330
3
� a
i
EXTEND 25•
EACH END
98.51�
24�R.C.P.
QQ
0
4.31%
320
3
m
��
+�
03
m
s
_
a o
w
3
Q2
Q 1
a
�.
EX . P10
w
of aa'p4,a
II
N
r
n
n
M
APPRG
/
a.oez /
�
1
G.)
_ _ -�-
11
m
3. 063
�
� ✓
40
e{ �0•• clia.
�
m
0
N O
q B5.18of
PI
N 0
�. m
0
N N
V p
m
c
_
d
I
I
i
5+00
6+00
7+00
8+00
9+
3
3
0 3
°
4
Rl
R2
R
o
C,
m
m
8
o
�•D.I. W.L.
R
4,
�
o
�
w
N b
0
LID
0 f2
of /5" dia.
RCA
0
0
3
3
3
0
2J
2-1
J
0
N
/FG.
0 0
m m
1D m
46.4
m
ft of 15"0ia.
@ 2.581%
P1
3
3
0
3
3
3
3
3
Q2-1
Q2
_
N
w
/ �
n
�
•�
m
0
{t
75.E
c{ Z�
P,
i
0
i
1
o
0 3
3
4
4
T1
3
w
6G
—�
H N
�m
m
m
0
FG.
6"
fOW[
0
N
N
n
m
�
N
m
'
68
o
t of 1
00 ....
@ 1.031
P1
I
0ia.
� I 3a0
P9-ZA �I 3
I
c
Rc.P 8••SAN. �
SEWER
v �
U� Thomas G 12 y
Lie. No. 144 B
R
390
3
3
U4
1
r
o
UZ
J
GRA.
I
Q
/
o
ol
d
E
R�
UO
*
0
n E
p
15
P
RG
W
I'p
0
EE PLAN
HEE
✓g8
g•,a
ho
0
h
w
4+00
5+
380
370
3611
350
34
33
32
31
30
29
BO
70 3BO
380 37(
360 370
350 360
340 35
330 34
320 33
310 32
300 31
370 361
360 35
350 34
340 33
330 32
320 31
310 3(
00 0+00 1+00
380 STORM PROFILES
0 U -1
C}
CF O
D ma
ti FO
o4"W.L.
0
0
0 SEEP AN SHEE 2
3
W4 5
n
J
N 3
�m m
F. o.
owc.
� o
4 ofg6`,I' m
o fo
PA
W 3 .03 ft of 5' Dia.
o @ 7. /Z
m m P5
W1 a m
0
/ 5
% ok
WO �m // p2 @1Q' �O
0 1 .i40
r m
� o /
12 .a2 ft 70o°L 330 / 330
�m P2 m n�
o
o f✓/ o IZ
0 `^ m m 3Z0 ~ G• 360
SEE PLA SHEET / h
70.00 ft of / Dia.
@ 1.00i 1�1'
PS
3/O 310
0 0
SEE PLA SHEET 2
4+00 5+00
SCALE: HOR.: 1" = 50'
VERT.: 1" = 10'
70
60 340
350
340 3ZO
330 310
320 3
310 Z9
300
290 Z7
Z
370 340 340
2 V3
m
xo
s
m �
v
m
�m
V1
N m m m
0 Ile GPO mm w
86.00 ft of 15' Dia
P3
w
114.00 @ of 054X • Dia o
N
o P1 ,o SEE LAN SHE T 2
m m �
m
330
320
310
300
290
280
270
3+00 4+no 0+00 1+00
3ZO
310
�q0 300
i(
* � i
p Y 300
11
:•11 I •1 i,=
NO
k : * •
360 330
350 320
340 31
330 30
320 29
310 28
300 27
D Y1
O
m,Z
Y�
U J
O o
w4"'W.L.
` p
w9G —
0
688XS m
N
m
0 N
0
SEE PL N SHEET 2
Z2 IB
_ F
s�
310 m
y
4•W.L.
wo
300---
70 - 15"R.C., o
ON 5.00%
290
0,00 /.co 0+00 1+00
/O Aw _3 0
300 3Z0
W 310
Z80
Z70 Z
Wo
Z
F o
SEE PLA SHEET .2 �Ig
xz
I ,
MIN_SFP-
04'0.1. W.L
0
I NV. 40-6 on 1.0 /o
ES- N
EC- IA
3ZO
/O
300
zw
0+ Jv�
I
SHEET 14 09 l4
3
W4 5
n
J
N 3
�m m
F. o.
owc.
� o
4 ofg6`,I' m
o fo
PA
W 3 .03 ft of 5' Dia.
o @ 7. /Z
m m P5
W1 a m
0
/ 5
% ok
WO �m // p2 @1Q' �O
0 1 .i40
r m
� o /
12 .a2 ft 70o°L 330 / 330
�m P2 m n�
o
o f✓/ o IZ
0 `^ m m 3Z0 ~ G• 360
SEE PLA SHEET / h
70.00 ft of / Dia.
@ 1.00i 1�1'
PS
3/O 310
0 0
SEE PLA SHEET 2
4+00 5+00
SCALE: HOR.: 1" = 50'
VERT.: 1" = 10'
70
60 340
350
340 3ZO
330 310
320 3
310 Z9
300
290 Z7
Z
370 340 340
2 V3
m
xo
s
m �
v
m
�m
V1
N m m m
0 Ile GPO mm w
86.00 ft of 15' Dia
P3
w
114.00 @ of 054X • Dia o
N
o P1 ,o SEE LAN SHE T 2
m m �
m
330
320
310
300
290
280
270
3+00 4+no 0+00 1+00
3ZO
310
�q0 300
i(
* � i
p Y 300
11
:•11 I •1 i,=
NO
k : * •
360 330
350 320
340 31
330 30
320 29
310 28
300 27
D Y1
O
m,Z
Y�
U J
O o
w4"'W.L.
` p
w9G —
0
688XS m
N
m
0 N
0
SEE PL N SHEET 2
Z2 IB
_ F
s�
310 m
y
4•W.L.
wo
300---
70 - 15"R.C., o
ON 5.00%
290
0,00 /.co 0+00 1+00
/O Aw _3 0
300 3Z0
W 310
Z80
Z70 Z
Wo
Z
F o
SEE PLA SHEET .2 �Ig
xz
I ,
MIN_SFP-
04'0.1. W.L
0
I NV. 40-6 on 1.0 /o
ES- N
EC- IA
3ZO
/O
300
zw
0+ Jv�
I
SHEET 14 09 l4
SCALE: HOR.: 1" = 50'
VERT.: 1" = 10'
70
60 340
350
340 3ZO
330 310
320 3
310 Z9
300
290 Z7
Z
370 340 340
2 V3
m
xo
s
m �
v
m
�m
V1
N m m m
0 Ile GPO mm w
86.00 ft of 15' Dia
P3
w
114.00 @ of 054X • Dia o
N
o P1 ,o SEE LAN SHE T 2
m m �
m
330
320
310
300
290
280
270
3+00 4+no 0+00 1+00
3ZO
310
�q0 300
i(
* � i
p Y 300
11
:•11 I •1 i,=
NO
k : * •
360 330
350 320
340 31
330 30
320 29
310 28
300 27
D Y1
O
m,Z
Y�
U J
O o
w4"'W.L.
` p
w9G —
0
688XS m
N
m
0 N
0
SEE PL N SHEET 2
Z2 IB
_ F
s�
310 m
y
4•W.L.
wo
300---
70 - 15"R.C., o
ON 5.00%
290
0,00 /.co 0+00 1+00
/O Aw _3 0
300 3Z0
W 310
Z80
Z70 Z
Wo
Z
F o
SEE PLA SHEET .2 �Ig
xz
I ,
MIN_SFP-
04'0.1. W.L
0
I NV. 40-6 on 1.0 /o
ES- N
EC- IA
3ZO
/O
300
zw
0+ Jv�
I
SHEET 14 09 l4
330
320
310
300
290
280
270
3+00 4+no 0+00 1+00
3ZO
310
�q0 300
i(
* � i
p Y 300
11
:•11 I •1 i,=
NO
k : * •
360 330
350 320
340 31
330 30
320 29
310 28
300 27
D Y1
O
m,Z
Y�
U J
O o
w4"'W.L.
` p
w9G —
0
688XS m
N
m
0 N
0
SEE PL N SHEET 2
Z2 IB
_ F
s�
310 m
y
4•W.L.
wo
300---
70 - 15"R.C., o
ON 5.00%
290
0,00 /.co 0+00 1+00
/O Aw _3 0
300 3Z0
W 310
Z80
Z70 Z
Wo
Z
F o
SEE PLA SHEET .2 �Ig
xz
I ,
MIN_SFP-
04'0.1. W.L
0
I NV. 40-6 on 1.0 /o
ES- N
EC- IA
3ZO
/O
300
zw
0+ Jv�
I
SHEET 14 09 l4
360 330
350 320
340 31
330 30
320 29
310 28
300 27
D Y1
O
m,Z
Y�
U J
O o
w4"'W.L.
` p
w9G —
0
688XS m
N
m
0 N
0
SEE PL N SHEET 2
Z2 IB
_ F
s�
310 m
y
4•W.L.
wo
300---
70 - 15"R.C., o
ON 5.00%
290
0,00 /.co 0+00 1+00
/O Aw _3 0
300 3Z0
W 310
Z80
Z70 Z
Wo
Z
F o
SEE PLA SHEET .2 �Ig
xz
I ,
MIN_SFP-
04'0.1. W.L
0
I NV. 40-6 on 1.0 /o
ES- N
EC- IA
3ZO
/O
300
zw
0+ Jv�
I
SHEET 14 09 l4
Z2 IB
_ F
s�
310 m
y
4•W.L.
wo
300---
70 - 15"R.C., o
ON 5.00%
290
0,00 /.co 0+00 1+00
/O Aw _3 0
300 3Z0
W 310
Z80
Z70 Z
Wo
Z
F o
SEE PLA SHEET .2 �Ig
xz
I ,
MIN_SFP-
04'0.1. W.L
0
I NV. 40-6 on 1.0 /o
ES- N
EC- IA
3ZO
/O
300
zw
0+ Jv�
I
SHEET 14 09 l4
3ZO
/O
300
zw
0+ Jv�
I
SHEET 14 09 l4