HomeMy Public PortalAbout2087A131PHASE
1
VEllG��v'�YT00r) ESTATES
IA?PPOva41ENT
GENERAL NOTES:
.1. Gas, water and other underground utilities she//not conflict with the depth Cr
horizomla/ /ocehen of exiofrhg and proposed sanitary and storm sewers, ,dud -
/ng house laterals.
2. Underground ut//ties have been pie/teat tom aaailab/e infarmati»n and tires
their /ocaHons mast be considered eppro, /Male only. The verification cf the
location gnat/underground utilities, either shown or not shown 0/7 thheseplane
sha//be the responsib/hte/ of the contractor, and shaft be locatedpnor to any
grading or construction f improvements.
a A// Menhc/c and In/et tons bunt without e/evatiens furnished by the
Engineer wi//be the responsibii' o the .ewer ContraTJur. At the time of
construction sta.(e-out line sew lines, an curb and grate inlets wit/ be {ace
ste,,(ed, provided said stakes do not fait in the ditch line . If stakes tailwithin
the ditch line the sewer compan oryob superintendent sha//notfy tfie engineer
by phone that stakes are /i e6'ed and afloat• 48 hers for cuts.
4. 4// standard Street Curb In/e/s to have front of inlet .2' (foot) behind curb.
5. Storm sewers 13"dameter and erne ter shah be 4.5. T. M. C-14 unless other-
wise shown on the plans.
6. Storm sewers 21' diameter and target' sha// be AGT M. C-76, c/ass 27 minimum,
unless otherwise shown 0/7 /he pans
u
7. A// storm sewer pi in the right -of --way, regardless of size sha/t be Reinforced'
Pipe
e (ATM C-76 C/assll Mini um, unless otherwise shown 07 theplarrn).
8. Corrugated Meta/ Pipe shah conform to the standard spec/yrcat Ins for corrugated
culvert pipe 4136, AA5N0. See plans for gauge.
9. 4/18" Vttrfed C/eq Ape shalt be A5 T. M Spec/neat/On C -7a0. This Abe shat/ have
factor molded reffi/ietrfiaunS bonded to sip/9 and 740 tell that conforms to A.S TM
Speci7catren C-425- See Note 20.
10. All senitary house connections have been designed so that the minima
from the lot point of the base,7/emA fO tare flow line e son/tarrnr// Sewe
ring hour connector is not less the,7 4+e diatnerer- hep/pe prLs a ere
vertices/ distance
,V the correspond -
cal distance era/t eft
11. Easements s/Yet/beg/winded/sr 6740/777 sewers, san,4ary sewers annda//45/sties on the recordptat
See recori>p/at for /ocaribnande/ze of easenan5`s /his does no/apply to Ouse latest .
i2. A// i/fed p/aces, zachiding trench beckit/s under buthings, pro osed storm andsenitar sewer tines
an /�or pa.vedereas C /// Le com ct{ed )ri 9oq o/maxinum ensity as determined b the "oiadfed
AAsNO T-188 Compaction Test, " (AA 74 a-2s,)un/ess o/herwre tZya4edin the soils t port farthispnyec/
19 A// trench back////s within the pubic 20.1//., sha// be granular bacefill Trench backfftls under paved
areas, outside of public ROW may be oranwar back//// in heu of the eaith back//h compacted is 9o% of
the Modyed 445/10 Compaction 7c 'h
14. No area shah be c/eared withoutt permission of the developer
15. A//grades shah be within azfeet more or less of those shown on the grading plan.
16. 411 swales anal/ be sodded unless otherwise noted on the/Wens.
17 No slope sha//be steeper than Z•'1 ores regairedin the Soils 2eaor/for the protect.
18. Barricades wit/consist py three standard./ xab"red and white striped scotch/6'e hazard markers mountedan
two pound "1/"rltanne/ s/gopos/, with bottom of marker seven feet above pavement surface.
19. A trust indenture shall be established for maintenance of CM -de -Sac is/ands including the CVert-
ical Curb and a// Common Ground when app/;cable
20. 8"PVC Sanitary Sewer Pipe may be used inp/ace of MCP. The pipe must meet the fo//awing standards:
f. 457m -D-3034 SD2-35, with thick way compression,jaunt-ASTM-D-.-7-?12
21. When P VC. pipe is used, appropriate rubber sea/ ,vaterstop, es approved 4 the sewer dis,r/ct, sba//be
ins/a//edbe tween AP//C/0,50e sndmasonry (concrete /brie/) structure.
Sce/e,1"-2.000'
22. All construction e ma/eiais used she// ca,fa"m ,i, curzm' St Louis County F M, s D. Standards.
PLANS
LOCATION MAP
Sheer` I
Sheet .a
Sheet S.
Sheet 4
Sheet 5.
Sheet 6.
5%reet 7
.Sheet B.
Sheet -
Sheet 10.
sheet 11
Ghee/ Jr
Sheet 13
.Srieet 14
sheet 1s
'te 110 OCCUPAIICY PERMITS WILL RE ISSUED V 16.
oAVAI LABLEADEQUATE OUTFACE LIME IS 17
SNDEX
Cover Sheet
F/at Plan
Flat Plan
Flat P/an
Fiat P/an
Grading P/arr
GrediPg Plan
Sag P/an
Grading Plan
Street Ptvfrles
Street Pro/es
Street Piles
Street Pries
Street A7 les
Street Profiles
eanitary r. -,ewer Ales
San//erzg �• rer Profiles
Ittg.R. ?ERNI
Aitla tSPECTON
EQUillED D C
la 2 -
MN
SANITARY SEWERS ONLY
APPROY D FOR CCt1ST^Y.;CTION
IN CONFORMANCE WITH THE STARRIRD DETAILS
AND SPECIFICATIONS or THE MEWS SI. L SEWER
DISTRICT AND SL0JECT TO INSPEC'ION, FINAL
ACCEPTANCE AND 'NMI, -RI OF FINAL PLAN
DOR.CCI LD fOR IRA!, CONSTRUCTION.
THE METRO. ST. L. SEWER DISTRICT
6z4: EXEC. DIR.
Preyect /finch Mart.
M5D Beach Mahe 476-7'-" £'ev =..9C.
"L" of strut corner of.5 xt0'concrete top
o� (doable) wafer meter box Minh/ 4rShe
✓S'taniWaus seminary a.61± m/. S• 107.9.1--
220/77?../- ,Pd ry. lei' £ of 6 g" saws/Yell
9y5r` 5.�of vehica/argeteurag to St
Stanis/aas .,emiirary.
PHASE l 4570 7,e,27AGE S.54.972' cu yds. CUT
(17% Shr4z&ge )
MSD.
FE.
E.P
C.R
2CP
CMR
CI P
P. KC.
VCR
C, a.
✓T,
--
•
sheet 18.
Sheet 19.
Sheet ea
Sheet 2i.
Sheet 2Z
Sheet 2.8
erect .
B/reei 25,
Sheet 2/
Shed 27,
Sheet es
Sheet 29.
Sheet .30.
Sheet 31
Sheet 32
Sheet 33.
Sheet 34 A
LEGEND
Curb Inlet
Double Curb Inlet
Area In/et
Two Orate Inlet
Manhole
Flared End Sec/ion
End Pipe
Concrete Pipe
,Peinforeed Concrete Pipe
Corrugated Meta/ Pipe
Cast Iron Pipe
Poly V/ny/ Chloride (P/eshe Pipe)
Vitrified Clay Pipe
Clean Out
'Vent Trap
Storm Sewer
Sanitary Sewer
Existing Contour
Proposed contour
Sanitary Sewer Pu%es
Sanitary Crnwr Profi/es
Sanitary S'in"r Prof/%es
C. inn Sewer /72:2A7
:/,'Orin Sewer Prof//es
.S/nrm SP•uer- Profiles
Storrrr Sewer- P/es
Drainage Area ,lap
Orainagg e Area /tap
Orearege Area .414p
Drainage Area /tap
Cons/rucchbn GLe`aiS
Cou»5uc44'7 Giafai/s
Cons/ruc,'ron l edg//s
Cons/ra t'iy i2eYa//s
ConsfractbO.o ats
Sapp/ente-gat L2rage Area ,tap
(Not Pa tot rinenwetnentP/arrs)
♦ Direction Rouse may face
N
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iL 2-13-rt
&w -Du 0 1
IZ//'LS //11L^/ Tr. Sh+u•
T; `a CONS sr /0/ 333
� / i. $265&
L�r
'h Street sign - -- ---
FL. SCI469ian at 7armnus of Nouse Connection ✓
r FL. of Sanitary Sewer
7 Lot or Sui/ding Number
Depth to .Pock
E.D. Energy bissi,octor
r':
IC 950
1
?/9//
0 DA re
,Q✓ieioospr G,H/vf $ Also
REV/S/ON
4"/ 4E7
Br TA/PD
tea/B 'ea000 ESTATES OE.F! CO.
P.O. BOX 1133
i 10r7ssarte, Ai/sCouri 63a51
,4,4 Air..Piee Su//Ivan
Te%phone: 838.-4700
DRAWN R1C ✓;N50Airan_f-�f3f SCALE
GLENN E BORGVIRD CHECNEJ R&T DATE AS SHOWN
VOLZ ENGINEERIN�y ff.,. p.ING!/Ir+1 T
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LAND SUR✓E✓II(O'RSE�by/,,I��A��s----' LANI P,' S
('t ✓) oaf 1 . HEM BL D.
NO. P 1085b sr LOUIS. MISSOURI 6J/3a
PHONE - 476 -67/7
80-
8/2
5HEET, OFD.
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