HomeMy WebLinkAbout09040009-10 Glick Indoor Self Storage Large Plan Pg 20cn
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LPSS MAIN
(HPDE DR -11)
4 a
I II -III III -II
CONCRETE THRUST BLOCKING
CONCRETE TO BE POURED BETWEEN PIPE Sc FIRM
FACE OF TRENCH AT ALL TEES BENDS PLUGS
TYPICAL THRUST BLOCKING
(NO SCALE)
EXCAVATION
REDUCER
CLOCK
VALVE
PRESSURE GAUGE
TYPICAL TESTING OF FORCEMAIN
(NO SCALE)
MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT —OF —WAY
For installation of Storm Mains, Water Mains, Sanitary Mains, Water
Service Laterals, Sanitary Service Laterals under City streets,
regardless of jurisdiction of the utility, the minimum cover from the
top of the installed pavement to the top of the installed pipe shall
be the pavement section thickness (all bituminous and aggregate
material above the subgrade) plus 1 —0 but under no
circumstances shall the cover along any part of the pipe from the
final pavement elevation to the top of the pipe be less than
2.5 —feet. If the standard practice of the utility that has jurisdiction
over the installation has a more stringent cover requirement, the
more stringent requirement shall govern.
Cover heights for reinforced concrete pipe storm sewer that are less
than those required will be evaluated on a case by case condition
and approved only with written permission by the city engineer.
17F
6” 2 —6" -0" 4"
8" 2'-6" 2' -1 4"
10" 2' -6" 2' -3" 4"
12" 2' -9" 2' -5" 4"
15" 3' -0" 2' -8" 5"
18" 3' -6" 3'—O" 5"
21" 3' -11" 3' -4" 6"
24" 4' -3" 3' -8" 6"
27" 5' -6" 3' -11" 6"
30" 5' -9" 4' -4" 6"
36" 6' -3" 5' -2" 6"
42" 6' —11 8"
48" 7' -4" 9"
54" 8'—O" 9"
60" 8' -6" 9"
66" 9' -1" 9"
72" 9' -8" 10"
78" 10' -3" 10"
2" DISCHARGE
LINE
TYPICAL OUTDOOR INSTALLATION
a:
environment
MODEL 2.10
CORPORATION
Q 0.
CONTROL
PANEL
E -ONE
SUPPLY CABLE
-GRAVITY
SERVICE LINE
LM000112 REV. A
WATER AND SEWER UNDER PAVEMENT, SIDEWALK, PAVED AREAS AND
WITHIN RIGHT —OF —WAY
BEDDING, HAUNCHING, INITIAL BACKFILL
Bedding, Haunching and initial backfill requirements and compaction
for water mains, water service laterals, sanitary mains and sanitary
service laterals shall be in accordance with the standard practice of
the utility that has jurisdiction over the installation.
FINAL BACKFILL
Final backfill for water mains, water service laterals, sanitary mains
and sanitary service laterals under and within 5- -feet of pavement
or sidewalk or other paved areas and for all installations within City
right —of —way shall be B— Borrow for Structure Backfill meeting the
material requirements of the INDOT. The material shall be approved
by the City of Carmel Department of Engineering at time of
installation. Final backfill shall be compacted in 6 —inch maximum
lifts to not less than 95% Standard Proctor Density for the entire
depth of the material placed. The backfill for the top 6— inches of
the excavation below the start of the aggregate sub —base of the
pavement shall be No. 53 Stone meeting the material requirement
of the INDOT and shall be compacted to not less than 95%
Standard Proctor Density. If the standard practice of the utility
that has jurisdiction ove'^ the installation has a more stringent
backfill requirement, the more stringent requirement shall govern.
TRENCH SCHEDULE
Table Is For ASTM D -3034, Wall Thickness
Class SDR 35 For 6 -15" And ASTM
F-679 Wall Thickness Class T -1 For
18 -36. For Other Flexible Pipes,
Minimum Trench Width "U" Shall Meet
Manufacturer's Requirements.
1' -0" Minimum
Undisturbed Ground
Existing Pavement Saw
Cut Straight Edge
Special Backfill Under
Pavement, Drives, Walks
Or Where Ordered Tamped
In 6" Layers
Special Backfill Shall
Conform To INDOT 211.02b
Undisturbed Earth
"W" or "U" At
Top Of Pipe
Match Existing Pavement
Material And Thickness
TRENCH DETAIL
FOR SEWER AND WATER MAINS NTS
Date: March 2001
Approved Excavated Material In Unpaved
Areas Unless Otherwise Directed
Note:
CITY OF CARMEL
STANDARD DETAILS
Under Existing Sewers, Water Lines,
Gas Lines, Telephone Cable And
Electrical Conduits, Backfill With
Granular Bedding Material To The
Centerline Of The Existing Utility
Lines.
For Flexible Pipe With Solid Or Profile Walls,
Granular Bedding Material Shall Be Placed
And Hand Tamped In 6" Layers To A Minimum
Of 1' -0" Above Pipe.
Bed Pipe In Specified Granular
Bedding Material Hand Tamped In
to 8 to 12 inches above pipe.
Bedding Material Shall Conform
To INDOT 903.02, Size No. 8
Note: "W" Is The Maximum Width For Rigid Pipes.
"U" Is The Minimum Width For Flexible Pipes
In Accordance With ASTM D -2321.
Note: All Ductile Iron water mains shall be
bedded in sand, from the bottom of
the trench to 12" above the pipe.
Blue Reflective Tape must be installed
18" above all water mains.
Note:
Scale: Not To Scale
TITLE:
TRENCH DETAIL
TRENCH SCHEDULE
Jones Henry
Engineers, Inc.
Drawing Name:
WATER TIGHT LID, FRP
FIELD JOINT, REQUIRED
FOR MODELS TALLER
THAN 2010 93
ELECTRICAL QUICK DISCONNECT
(EQD)
CORE CONTROL COMPARTMENT
BREATHER
SS CAST BALL VALVE
DISCHARGE
1 -1/4" FNPT
1 -1/4" DISCHARGE LINE
(304 S.S.)
040 mrn CHECK VALVE
(GLASS FILLED
TO DISCHARGE PVC)
ANTI SIPHON VALVE 7
(GLASS FILLED
PVC)
SEMI POSITIVE DISPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY A 1 HP MOTOR
CAPABLE OF DELIVERING 9 gpm AT 138' T.D.H.
(34 Ipm AT 42m T.D.H.)
NOTE: A CONCRETE ANCHOR
IS REQUIRED TO PREVENT TANK FROM FLOATING.
SEE INSTALLATION INSTRUCTIONS
OR
SPECIFIC CUT SHEET
FOR SIZE AND WEIGHT OF ANCHOR
GRADE MUST SLOPE
AWAY FROM STATION
46
COVER
OVER
DISCH
36.0
DISCHARGE: 1 -1/4 FEMALE PIPE
THREAD
30 DIA in
749 mm
*SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS
NOTE: A CONCRETE ANCHOR OF 2600 Ibs (17.3 cu ft) IS
REQUIRED ON ALL MODEL 2010 93" STATIONS.
F,P
FILL TO GRADE WITH CLEAN, COACTABLE BACKFILL, SUCH AS
PEA GRAVEL OR CRUSHED STONE, 1/8' 3/4• IN SIZE.
CLAY AND SILTS ARE NOT ACCEPTABLE BACKFILL
POURED
PRE -CAST IN -PLACE
NNMant
UNDISTURBED
EARTH
CONCRETE
ANCHOR
GRAVEL BEDDING
55
INVERT
DEPTH
14 in
345 mm
24 gal.
CHK'D
CHK'D
STRAIN RELIEF CORD
CONNECTOR
A. N. N. N.
PROTECTIVE CABLE SHROUD
(HOPE)
POWER /ALARM CABLE
12 -6 W /GND.
INTERNAL WELL VENT
2.0' DIA.
INLET, GROMMET
TO ACCEPT 4.50" 0.D.
PVC PIPE (STANDARD).
DUST COVER SUPPLIED
FOR SHIPMENT (NOT
SUITABLE FOR BURIAL)
i
35 in
898 mm
18 in
447 mm
32 gal.
5/31/01
05/31/01
26 in
650 mm
ISSUE
SEWER SYSTEMS
MODEL 2010, DETAIL SHEET
PA 0908 P01
ISSUE
SEWER SYSTEMS
MODEL 2010 -93
PA 0856 PO4
TO INLET
NOTE: A MINIMUM OF 36 INCHES OF
UNDISTURBED COVER TO BE
MAINTAINED ABOVE PIPELINES AT ALL
TIMES
SCALE
SCALE
VAVAVi..Vi i..... i....VII P AU...i...A.❖.........•........%
10' MULTI-USE
ASPHALT PATH
DETAIL
(NO SCALE)
1.0" -HMA #11 SURFACE
t. 2" -HMA #8 BINDER
5 #53 STONE
1 1 �I 1 -1 1-1 1 I-1 1 f-1 11-1 1 f•- -1 11-1 1 1—,
I�II�II�II�II�II�II�
COMPACTED GRANULAR SUBGRADE
(UNDISTURBED SUBGRADE OVER PIPEUNES)
*ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON
P:A'1,'EMEr"iT
N,lIN.
BOTH SIOES
OF TRENCH!
1. l SLIFIFACt C5 TO BC SLOPED AT IRE
aSAME W C A s 'r C COMM E S',�4 ?MICE,
2, EI tSTIUC Pf KT1MNT T. t `W.I�N' CUT ?0R
A BREAK
»o
17 t 13 1O 81W R Me FROM SfTt1
s. 1.5° RAC, 0 11 F
5, !,47UMtINaOUS TACK AnpUf.i AS PER 91' JIMA
H1CIRWkAYS STANDARD SPECIF•FP MJ R
4rj, 4'!+ �Iha,
$L
Y PLAN r. Dro,7 rIr r._, 13 rt'S HF,s 1.5"
S71.00 71 EX'STING F*AVElot
Et lrt ,.-LA: i. DE STEEL PLATED I RNO
.'.0141:PE 'ft: 1_ LI ".L rNit pa 11 I,''i 7L ,r c:P'r'LLL
PLIk
IS
aF
1 t..., I...d L.:
HA C, 'SURFACE
12 T1 AMOK. I COP f:R 'TE
TO BE :FINISHED 1.5 BELCrIN
THf� EXISTr C PAAS;Ek4 4T
,FL'OW:AB_E FILL TO BE PLACED
Et'.IT1R'T: TRENCH 1`O BOTTOM CF
CONCRETE f.L,EVATI�C'P
Pre?,
TTYPICAL .I.TYPICAL SIDEWALK "Ei lkO'N
5 a': r-n
Trx,t'OrSE:
Shc.I "I .i E1 rw
1.- f?';'' 7-met vii-, vii-, 5 th l�
Caicrcic
Ti o
FAY IWAMOWFAMOVAYAWAY AYAMOW WAY AMR
....momMo...mowa.
•y: THE '..RACE ".r HT rTHE _Iw
T r+. ,i� E �n RS 'FILLED a�' I7l-'I s _�h:�F":I I T
T r7 ,i'I'4,4u '�i� B�_
i THE i a1. rEC':.:jr,jl EL,L'v;*A.TI,Q.A 1:_ F r- ,TEJ I L.,A, r, t' S
I O "'•,'K I E Icy IN DEP L I.
SECTION
I ,,r'' OF ,�,RI'41`iEf �—:1 ,A I`�1DA RD 5
�II�IIIIIIII�II�II�llllll�
Of COMPACTED GRANULAR SUBGRADE
(UNDISTURBED SUBGRADE OVER PIPELINES)
LOCAL STREET
PAVEMENT SECTION
(NO SCALE)
NOTE: A MINIMUM OF 36 INCHES OF
UNDISTURBED COVER TO BE
MAINTAINED ABOVE PIPELINES AT ALL
TIMES
*ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON
COMPACTED SUBGRADE
1.5" HMA #11 SURFACE
2" —HMA #8 BINDER
3" HMA #5D BASE
7 #53 STONE
8" CONCRETE
6 #53 STONE
CONCRETE PAVING SECTION
WITHIN INDOT R/W
(NO SCALE)
GENERAL NOTES
Theta cute ai t are bta ai on a E. CryrF,
heFx t naar? alma It, p+nptr51oraa,F'y aat;usE!ad
,711 cub Natela
tar
1 .4h sR.aaam, +qtr #i wialr!h may Ibe
eats at ta e rrat aurn a(11'
Babe ate* 0,.rb ram ri'ana' be
aM rihl 'nrt I i edge ad as barraxni mamma
and 1; 'Tar Ifjere
Lad 01'A 'W. art Rt.n bap TO cart mania acre
Nw,e rn ape r,.f v'..: t Ian :reay
'Sr a':, 6r t rr, aalmlr P kre f bM ry MbeliAtell
B I R'Aril ac a i,4 frr0 1 in mrra' rlfroltrA the
a.k'4:1 porpip h3vARlre' sr, fi r? tx t gear sh,M n^1
aesC erv^I tJ 1.
1110,,1 "0 fie i
The Hilo^' thaw, the Eireara PrarttI may be
rlra'- p @•.+�^I 3.a,ire.n'eaen Then ru'raf'rrrm;
L'1 'i7B curb R rqarr Ova rr rn
F ,.prn of i!n 1 1r^_a n'earerrn:aH 13 en
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8 hk =ro Irtawar,to It alelate ra era, tsaia
ed .oen bgrrP 41,1th. parr *wag be knead te. kat
l +wa es 11 IB to P r cti w 2'�1" wkle
e -I p r1N l be re, ry See deed skeet,
M! n'mu- rr.r rnhBerraied math ,:11 n,iar", 44,1
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SECTION 8-0
SECTION AA
51 4V.1. 12 5
PrnnEure j rr 'u.,
L'artatateat aJ 1
taawalad fl0),, aervi
.SECTION A-A
17o IQ' 1Pzier, e,;'
r r.
E. Leo.
Pitorrwai
'Uhler vor
PP aba 4915'
PA.VLMFF•rr
ALTERNATE CURS CONSTR,UCI )N
'iiaiatilr P6 'nd f+7rrrprlBa
Sur* CE qotlsTRuc tICMN PET.ill
ee Saralloll Llraa*wrrt E @W- ."*'i.'arr:F+! -t 2'
Fcer darn. cartedriflaye er arnw
B Sir 'Away Drawl r.� E
allea'r'Bdta curb r°# s,rniin
10. Serr. garalard E e4)4,;,Y =4,11
F ct -1.1: bar l C,o,i Ir.r F elan tre
:.snare] Ni, rf reetteritraa
11 Sara Standard Llrawee-4 E 04.44,Napr.a 432
acrta'P¢iv$! 10) ',x;# 'II
1'11 fly ;wl '41
LIB CURB RAMP
€Y FE ft
sarrOktet 1 :1
a MkL 1rw,Rrn S eta :r
N.OTEB
54511 ST,51 l a d D l0 E. I? 64
Tcr grTxwe 0 l.arl9.
1- Stand DY3'd.40 E 8E41
dckaag at tNe werrnrry1
e13
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ftr' ItecrtEtW oat Ir1rinatructia,,
Sa 51ar+de.f I D'ehroihlg F r0a 5'r"fcR•l'3
1 ^r
typrAl nemp ex 04
tO. Sae S[sn#44n1 Drawing E 604- S1'"rk:F? -01
and %I rat' Lrx..Ert Raft srncC
G tivrA1 Na_1t+es I IS a5aaty
.5%
1:1,3 1t 11
Dr P,aF f
NOTES
S
Sera afro Drarari nig E 0,14- ^VtE.Fb g
lym3frr t CFHtea'ls.
TAIL OF R't, 1WIP GR;Io i'
r3.� L4'8q.,ev1„r x•m'•rA.
ar�.pa dh'"baM4x W
Irll e.laA rr.F e:l '.I i, I Vei::;l
tttI AEA.L?I Cu'Ea.B't~i:AMPiR
T 1 13
13S TEa,FaE1 tS
!rraatnACnTaaa.aaa 14:) E 13gw- Efr'a'E
Pm. eat NINA
mr.' be *MIN
CHANGE OF GRADE
4 -two*
PAvorEsT
5iC 1AU(CtifCF5
GENERAL IN0 'PS 4 OFT}a LS
SiEPTEI, F: :U :d
�r adeettaT' Taaar at+l l■•? E Exu I� a5t4 ar t
F Yrr' "1~' 'i. 1 0,1 Y''..) 1.4'
I ,.1. R i. 'a<"1 ,t[ 1 f i,
'F; a 'r.` 4•1 ::e "C .a4.1;
.P•1 f' li
DATED 6/4/2009
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SHEET NO.
PROJECT NO.
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JAMES E. SHIELDS JR. P.E. 10201333
W09 -0041
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