HomeMy WebLinkAboutWPO201500087 Plan - Other (not approved)---- ------- --- ----
2. It is the lesp.sibility of the c.m—te,
570
-- to rell that .11 joints Is watertight. lity
7
nmhx,—.surss will be tht respell
of he ce firacter.
(J�
0-) 2:4
f 3. Contractor xh.11 provide shop cologs far
00 V 4, 5ff)-64 Rust 1-
10 " I- 6656� 56t) the all structure. Valve
2 l, Elf". W.
Sup
port IDEERWOOD SUB I V ol I., Dieroeter p'p,
155• - -4--- 555 Concrete Stand
�d PVC
-- 7 R-ser 171td
D VISON K Per
I �Xlt Rall Proof
Agomc, Sell - W Can
V ♦. cone, VDOI #1 Stan, r V.I. Stem
550
550
— 6' Butterfly IllZr
ST[), CS-1 -Rd 113, Stone S
545 !,45
W"t""t Sea
O.
RO-RAP al LP
'NiAl 2
NTNk 540---
& lS' RCa Bmell
VVOT
EC 150 JAVOT �1%;
6" Cl.'s 1% 7(D 53 DF Win. le Base:
"d
t-A SWM 42 Cutlet %rjjgt]Ze Detail setcane.a IM THY R. MILLER
I* - 10' Vt; I' - 3T H- f2 De tering Detail
ice°(3,000 PSI Min.) CERTIFICATE No.
30542
'S"ONAL V-
Revisions:
NO. DESCRIPTION DATE
&17,04
2 Il Comment 05-09.04
3 �-nW Comment 07.14 D
D9.02.0
64 djkv (D+T)/
UCTW
re
'A of
#6 Bars at 06 Bars
O.C. Q.C.
NOTES:
Concrete slIxt be 4000 psi.
2. If tie pipe I. placed in a french, the the sides
of
the —dlle llhall conform to the b—,
-KATER MANACEMENT E�
STORM Concrete Cradle Detail
PW #2
"W. 0 -�SE
0
TO THE DEDICATED
TO PUBLIC'i4%.
SS
11 Iu
ACCFS�& EASEMENT
NEED T
AFTER
NOTE
1. A Searteeh ic,34 study of the sella to be used in carret—Ung the
4 T
"ferto, "I Anil -i"OF IT IAICII
roobankment"as wall ce the embankment foundation must be completed. ZZ: Vo
A gootechnical angtroar certification of the adequacy of the foundation
and sells to be used In the embankment is required before construction
begins. Seed all geotechnical reports to the attention of Mark Chambers 7. 'FOR C\2
at the County of Albemarle Department of Community Development, 401
McIntire Rood, Room 211, Charlottesville VIrgil 22902-4596. C-1 E-
2 A geoluechnical Inspector must be present to moniter, the construction
of the embankment and test compaction. The minimum compacted
density will be 95% with the moisture content within 2% of optimum.
mods must be submitted to the Attention of Work Chambers Compaction i:'
at the show address. 0
V) E—
C
-)
3. The embal art must be coo.tructed In a morrom to meet oil the 57 1 Aquatic Bench
m requirment specifications of Minimum Standard 3.01 of the virgirla Stanownebor ..nm _rnert Hardback.
No-.] Water
r-4 4�
,,nlilno 556.0
E—
S� Tin ANDSCAc!E SI-�EDL�E
F
MAX
so
BOTANICAL & MINIMUM WATER IQUANT)Tf
TED�1.
A�
"'t, 1 KEY I COMMON NAME CA] IPER DEPTH IPLA� Reviewed andsproved by the p E—
N
55✓
-oz 1 P Ills Pseudoccivs Cor"hoonlity Dever ment DepIrtenant
/A 3 1645
Yellow Flag Ills Be- Date:-
560 O
560 of
q11 V- - Ins *gkoco Roor
3 L. CL iv V,, girli. Blue Flog N/" llbtI YI I
-24' 1'4
9-601
NOTES,,
3
NL N/A 12- Liot, 1. Controctor to econfiron slevolions of Aquatic Bench me week belore F—
Closq if, planting to ensure tooper cleAttions- The Aquatic Bench should be be 0:i
550 550
ul i between zero and one fact below the roml slotere
-RCP-W-.BV -6 C)
L
op nM nTfl�YMI.LLER CER__T' No
sc;rpus Validate 2. Plant all aquatic plants between April 1 and uune 15.
SV ;
Cradle_-_ -St N/A 12- 1705
Soft — Bolollh J. Prix to planting re-spreod three to six inches of topsoil in fire areas
SITE
------- to be darted. 11 insuff.,ilert topsoil exists, provide wirtiond ml .,If
Plants must be ponied in aquatic bench where that the combined depth .1 topsail and mulch equals three to six inches
static warm depth is I— thanspecilool. 4 Any plant substitutions shelf be approved by ins County *at., 0
1540 Resource Officiel prim to planting. She
0- 0( 0+50 1105
AQUATIC BENCH DETAIL
V�CNTY MAP NOTTOSCALE
2000'
C swmejaVd� elgric _ S]pillway Detail t.�R 7 _y _
1-�' / 1, = 1 1 Hori SCALE commill