HomeMy WebLinkAboutSection 5 Windemere11
7
LOCATION MAP
INDEX
JAN 1 19911
$HeET NO.
DESCRIPTION
I
COVER SHEET
2
SITE DEVELOPMENT PLAN
3
EROSION CONTROL PLAN
4
STREET PLAN 8 PROFILE
5
STREET PLAN 8 PROFILE
-SEWER
6
SANITARY PLAN a PROFILE
7
SANITARY SEWER PLAN & PROFILE
8
STORM SEWER PLAN IS PROFILE
9
CONSTRUCTION DETAILS
10
CONSTRUCTION DETAILS
11
CONSTRUCTION DETAILS
REVISIONS
SHEET NO.
DESCRIPTION
If
REV. PER SURVEYOR —COMMENT 1 /27 /93 WAB
10
REV STREET DETAIL 2-2-93 LMC
9.10
REV SPE9, & BEQUING DETAIL 2-16-93 LMC
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Deve
SECTIONS
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by:
CARMEL, INDIANA 46032
Phone: (317)-846-2555
PLAT MAP
SCALE: 1"-200'
CERTIFIED BY:
$01LS MAP,
DESIGN DATA:
WINDEMERE 1617.74 LF.
23 LOTS
17.546 ACS
1.31 LOT /Acn
by;
ST WOO & ASSOCIATES W.
9940 Al I LLE ROAD
P.O. BOX 509007
POIANAP"s NO&MA 46250
PHOW- (317)—"9-5935
DAVID J. STOEPPELWERTH DATE
Professional Engineer
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CONTRACTOR SHALL NOTIFY STEVE KALK OF INDIANA GAS CO.
776-5594 FOR LOCATION AND VERIFICATION OF DEPTH OF•
EXISTING GASMAIN PRIOR TO ANY WORK BEGINNING,
V/
DAVID J, STOEP El WERTH
DATE�`�
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• CONCRETE
CONCRETE ENCASEMENT
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SANITARY MANHOLE CASTING NEENAH
R-1642 (OR EQUAL) SELF SEALING
WITH CONCEALED PICK HOLES,
NOTE:
MUST HAVE SANITARY SEWER BTA WED
ON CASTING. 2"LETTERE RECESSED
FLUSH WITH THE SURFACE.
W 0')
D . 2 MAX 1
WIDTH
6" PIPE
MINIMUM
4s•
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40
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N
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UNDISTURBED EARTH
NOTE:
ALL SEWER LATERALS INSTALLED BY
THE MAINLINE CONTRACTOR SHALL BE
BEDDED IN THE SAME MANNER AB THE
MAMI LINE SEWER
SANITARY SEWER SERVICE
CONNECTION
METAL FENCE POST MARKER
MAGNETIC TAPE SHALL BE
PLACED AROUND THE END
OF ALL LATERALS.
BRACED PLASTIC DISK OR CAP.
i REQUIRED SMALL
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SANITARY SEWER SPECIFICATIONS
-
FOR
°C
CLAY TOWNSHIP REGIONAL WASTE DISTRICrl
MANHOLE FRAME a GRATE
/ SET ON KENT SEAL OR EQUAL
'
FINISH GRADE
L)+
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Standard specifications of the Clay Waste District and Indiana Department of HighwaysrJ-
y
-447, , -
`
f
shall apply for all work and materials. Pipe shall be installed in accordance with Section
_-
' u` IF '- VE KENT SEAL OR EQUAL
II VE(TYP.)
715 •
RISER RING
•
AL r
?.
Sanitary sewer pipe shall be PVC in accordance with ASTM D-3034 (S.D. R. 35) and
DJUST TO GRADE W1 FILLER RINGS
• - - IAS REQUIRED 14" MIN 12" MAX.)
ASTM 2321. PVC pipe shall have grooved bell and gasket. The pipe shall be made of
- MORTAR SEAL
13VC plastic having a cell classification of 124548.
_ _�
3.
]
I' -IVC sewer fittings shall conform to the requirements of ASTM D-3034-89pfl specifications.
z�2 PRECAST REINFORCED CONCRETE
�Ia MANHOLE CONE MEETING
Fittings insizesthrough 8" shall be molded in one piece with elastomeric joints and
i. A S T.M STANDARD C -47B
minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10" and larger
shall be molded or fabricated in accordance with section 7.11 with rnallLlfaCtllCerS
standard pipe. bells and gaskets. Wall thickness of fittings shall be SDR 26..as defined
in section 7.4.1 of the specifications. Gaskets for elastonleric joints shall be molded with
a 1llininlu111 cross-sectional area of 0.20 square inches and conform to ASTM F-477
, MANHOLE secTIDNJDrNrS
specification. Fittings shall be manufactured by Halco or equal.�PLUS
SHALL CONFORM TO A.5 T,M. C-443
W /0 RING GASKET BETWEEN SECTIONS
(/2"EXTRUDABLE GASKET
4.
All salutary manholes shall be "precast concrete" manholes in accordance with ASTM
4-0 DIA PRECAST REINFORCED ((KENT SEAL OR EQUAL)
MANHOLE SECTIONS MEETING
C-478 and Section 720. O -Rings shall conform to C-443. Kent Seal or equivalent shall
� A.S T.M. STANDARD C 478
also be applied to all joints and between riser rings and castings. Manhole step spacing
= j�ND SECTION 720
BISMATIC COATING SHALL BE APPLIED
shall be no more than 16-inclles.
AROUND EACH MANHOLE JOINT FROM
6 INCHES ABOVE TO 6 INCHES
INSIDE JOINTS SHALL BEI BELOW EACH JOINT.
5.
ButY rubber coating shall be applied l l )lied around each manholej oint from 6 -inches above to
_ FILLED WITH "RECOAT t
PLUG MATERIAL.
i
6 -inches below each joint. The approprihic primer shall be applied prior to applying the
rubber Coating. Inside Joints to be filled with precoat plug material.
MANHOLE'.PIPE TO GASKET
Z MEETING A 5 T M. STANDARD C-4431
SHALL BE CAST INTO MANHOLE
6.
The castingelevations are set b plan. However, the castings are to be ad LISted Ill the
Y 1 o J
oSECTION AT THE TW OF
MANUFACTURING GASKET SMALL
�pE DESIGNED TO WITHATAND
field by the Engineer's representative, should a discrepancy occur between plan grade
TO 30' OF WATER(PRESSuRE
and existing grade. New manhole ring and cover shall be installed to establish grade.
Maximum height of adjusting rings shall be 12 -inches.
< TOP OF THE BENCH WALL SHALL
BE AT MIN. ELEV. EQUAL
• q Fr I 2 •. TO THE CROWN OF THE PIPE
7.
Backfill around all structures and all cuts under paved areas with granular material.
Trenches opening within 5 -feet of pave roadways shall be backfilled with granular
' . V•y •�
material in accordance with Section 211. Backfill under sidewalks shall be granular,
coNCRETF BENCH WALL
unless the walks are constructed a mininlunl of 6 months after backfill has been in-place.
I , • : (CLASS B )
BASE SHALL BE POURED
• .' \ ' ' b IN PLACE OR PRECAST
8.
The Contractor shall be responsible for verifying that all state highways, Clty alld County
_ �• BOTH SHALL HAVE 04
permits have been obtained by the developer prior to start Of construction.
BARS 12" O.C. EACH WAV.
9.
The Contractor shall be required to furnish the developer's Engineer with a set of prints,
marked in red pencil, showing actual sewer location and invert, to include ,lateral
location, depth and length. Such "as -built" prints must be received by the"Engineer
-4+
before the final contract payment can be authorized. The sanitary sewer- laterals and
GRANULAR LEVELING MATERIAL Ott STONE)
-
stubs termination shall be indicated on the surface with a metal fence p6st set
REQLRED W / PRECAST BASE 6" MIN)
immediately above said termination point.
PRECAST REINFORCED CONCRETE MANHOLE
10.
All sanitary sewer lines upon completion will be required to pass an infiltration weir test
FOR SANITARY SEWER
and a low pressure air test, unless otherwise directed by the Engineer. Said test etll be
NO SCALE
conducted according to NCPI Standard Method, and shall be witnessed by an Engineer
and representative of the Clay Waste District.
11.
Deflection tests shall be performed on all flexible* pipe after the final backfill has been
in-place at least 30 days. No pipe shall exceed a vertical deflection of 5 p#rcent
deflection test results. (*The following are considered non -flexible pipes: concrete pipe,
ductile iron pipe and cast iron pipe.) The deflection test shall be performed with a nine -
point mandrel. Proving rings shall be available.
12.
All mandrel testing shall be observed by a Professional Engineer for certification and a
representative of the Clay Waste District.
MINIMUM WIDTH
13.
The ends of laterals are to be Plugged tight with a braced plastic disc or cap capable of
2S (ODI.12 "TSPRINGLINE
withstanding a low pressure air test without leakage.
_
PROM
SAND OR EUJI,4LENT
TO 12" ABOVE PIPE
14.
Bedding for flexible pipe shall be No. 8 crushed stone from 6 -inches below the pipe to
12 -inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6-
08 CRUSHED STONE FROM 6"
BELOW PIPE SPRINGLINE.
inches below the pipe to the spring line of the pipe and from this point to 12 -inches
above shall be fill sand or equivalent. Manholes shall be placed on no less than 6 -inches
o` i? O.D.
of No. 8 crushed stone bedding,
t
6 MIN
15.
Water and sewer line crossings and separations shall be in accordance with Ten States'
Standards.
16.
Trench shall be opened sufficiently ahead of pipe laying to reveal obstructions, and shall
BEDDING DETAIL Fr�k RIGID PIPE
be property protected and/or barricaded when left unattended.
17.
No Water shall be permitted to flow into the sanitary sewer system during construction.
Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge
- - - - - -
shall be directed to a storm outlet. Any pipe entering existing sewers shall be plugged,
until such time as all tests on the sewers -have been completed and the lines have passed
all punch lists.
MINIMUM WIDTH
18.
All sewer laterals installed by the mainline Contractor shall be bedded the sante as the
_ .zs (oA_• 2 _;
main line. sewer.
19.
Forty-eight (48) hours notice shall be given to the Clay Regional Waste District prior to
the stat of sewer construction. Also, 48 -hours notice shall be given prior to any testing
:r`
We CRUSHED STONE FROM 6"
done on the Sewer.
00,BELOW PIPE TO 12" ABOVE PIPE.
20.
Manhole castings shall be stamped "SANITARY SEWER" (Neenah Casting R 1642 or
90•
equal) and be self-sealing type. Waterproof castings shall be Neenah R -1916-F1 and
stamped "Sanitary Sewer".
21.
The minimum slope for sewer acceptance by the Clay Township Regional Waste District
BEDDING DETAIL FOR FLEXIBLE PIPE
are:
v0 SCALE
Size of Ux Minimum Constructed Slog
8 -inch 0.40%
10 -inch 0.28%
12 -inch 0.22%
15 -inch 0.15%
18 -inch 0.12%
y
22.
The Contractor shall provide measurements of the slope of the sewer for each manhole
section as construction progresses. Such measurements shall be certified by a Registered
Land Surveyor or Engineer and be available on-site for observation by the District's
Inspector. No more than three manhole sections can ue constructed in advance of such
measurements.
23.
In the event the Contractor does not meet the minimum slopes, the sewer section and any
other affected sewer sections shall be reconstructed to meet such minimum slopes..
i
• CONCRETE
CONCRETE ENCASEMENT
VO SCALE
O C3
.c+ .
o
n n n O
SANITARY MANHOLE CASTING NEENAH
R-1642 (OR EQUAL) SELF SEALING
WITH CONCEALED PICK HOLES,
NOTE:
MUST HAVE SANITARY SEWER BTA WED
ON CASTING. 2"LETTERE RECESSED
FLUSH WITH THE SURFACE.
W 0')
D . 2 MAX 1
WIDTH
6" PIPE
MINIMUM
4s•
�d
40
�r
N
�O•\
UNDISTURBED EARTH
NOTE:
ALL SEWER LATERALS INSTALLED BY
THE MAINLINE CONTRACTOR SHALL BE
BEDDED IN THE SAME MANNER AB THE
MAMI LINE SEWER
SANITARY SEWER SERVICE
CONNECTION
METAL FENCE POST MARKER
MAGNETIC TAPE SHALL BE
PLACED AROUND THE END
OF ALL LATERALS.
BRACED PLASTIC DISK OR CAP.
i REQUIRED SMALL
'0 f
r
1
•
SO' R/W
lo' 30' PAVEMENT 10'
' I A
tr I' TYP.4' CONC, WALK C um 4' CONC.
L Ir
114 / FT. 114" /FT.
FTS 114 / FT. SLOPE MIN ROPE
1/4'• f
r
PREPARE SUDGRADE COMPACrEO�••
TO !8x STAlvOARO PROCTER d
NOTE: 0.10 - 0.15 GAL. /90. YO. Of TYPE AE -T
ASPHALT EA"S" TO BE APPLIED
I" Oil M.A.C. SURFACEBETWEEN EACH LAYER OF SITUMINOUS
•, "'"� ^-'"� ^� MATERIAL SriONE. AND FACE OF CURBS.
3" 08 OR 09 (A.C. TACK COAT (PER 1SHA Specs.)
all n
9•• Cah~rgo #83
STOW RAN 4MAX.
31, Lersi
TYMM STREET CROSS SECTION
NO ,SCALE
aee�c�nlrTar �
- "'► AMMt9lgiMi
• rs r,.. _
�,�t ..jf1: ,�"+ 00MMInCTtO alwaalL
r •
A.
AARP ft T
, 50M8!
A6r+T.WA . wit M10r11! • • ` N9 KII) STONE OR VOMM 49"L
on 0IMPUMV0.
•
� I
_ 4"
wen.. op. wr.
POPE LI ERDRAIN DIE•TAX
fCM.E. 3N"• I -O'
11' M CURB TO CURS
0
1' TYP.
�an�,��'�
""owl•+`
i'''��
�iyl
4.S 4" wOaale PW
SMTS S" LG -
WITH WASIILM
C x #" W0110 a* '
GROUND St1RfACE
E a PER ow 1 •' �._
2" x S" wcoo RAILS
o
MEIlIMS N
low,
SA.T FENCE MATERIAL U40ULD
DE DURWO i" IWLOW GROUND
SURFACE.
GRAOE LEVEL
t�" SQL h. AM s 90
s
1
4:'K 4 111110011111 POST •,
4" x 4" W0e0 MITT
KWEPAL WES
ALL wee PRT me S.IPPOM MEMD[M
() REf[R To S"T*N 000 OF THE INDIANA
11"A" DE pawyte WITH TWO (21 GOATS
STAT[ 04#6 V COMMISSIONS STANOARO
AF OWTE M +T.
SPECIFICATIONS ANO LATEST AMTW)k OF
� U�R3 ON 4W DI**W.ArOt AS NO ft*Mfr.
INDIANA k%ANUAL OF 11M/FORM TRAFFIC,
,�4
M 4 R[FI.[CTNIE swvi*G TO 0E W NZ60661M
CONTROL,, KVICES.
WIT" LS -164. $1401eiLAO$11111WAIPWASON 018.10
OD WHEN TM[ PM*Oeia 11xTtMs10M OF THE
SII*"[ I.S.M.C. STANDARe Kms S104 SMT.
3. STk1[T IS TO Of •1 LESS THAN TWO 121
YEARS, tiff TME SANDOAGS ON POSTS
►! GREAT94 THAN TWO 121 YEARS USE TME
GROUND POSTS.
STANDARD BARRICADE DETAIL
0
1' TYP.
�an�,��'�
""owl•+`
i'''��
�iyl
r,•..r�sr� 1— Wr Tod/ of G #*—f
TRA14VE~ 009nA W J.71AItTa T.%WVEW =NTRACMW J MTs
•• EXPANSION JOINTS SHALL BE PLACED AT ALL LOLD JOINTS
AND ON EACH SIDE OF ALL STRUCTURES. CONTRACTION JOINTS
SHALL BE PLACED AT 10 FOOT INTERVALS.
CURB JOINT DETAIL
NO SCALE
U
LIMITS F(XL DEP H GRA AR BACKFILL
SHOULDER TOPSpL• NNLK, TOPSOIL, SEED
SEED OR SOD, As k • PAVEMENT MAPP4 VARIABLE OR SOD. AS REQUIRED
REOUMED TO MA TO MATCH EXISTWG•
EXIS TIME.
SHOULDER SEC TOW CURB 9ECTIQN
` GRANULAR aACKFILL ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SMALL BE
BACKFILLED WITH GRANULAR MATERIAL. W14ERf1 A CUT EITHEN
TRANVERSES OR PARALLELS THE ROAD SURFACE. GRANULAR
BACKFILL SHALL RE PLACED NV THAT PORTION OF THE CUT
TW ENrW EXCAVATED AREA WYTHW Tll#' WoNr--Of- MY.
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAIL
NO SCALE
rOiPSaL
CoArwcrea AACKF
LOW MWT
053 STONE
MPACTED 3U WADE
CONCRETE ROIL CURB 8 GUTTER
NO SCALE
0
I
ALL PIPES WITH METAL END
SECTIONS SHALL HAVE
ANIMAL /CHILD GUARD
INSTALLED.
12" AND 15'' DIAML TER PIPES
SHALL REQUIRE ONE (1) REMR.
PIPES LARGER THAN 15"
DIAMETER SHALL REQUIRE
ADDITIONAL REBARS.
WIDTH OF OPENING BETWEEN
BARS SHALL NOT EXCEED 8".
S7`RWT CONSTR[i+MON
1. AM r.*w aMap&) vAth 01
Ste +fie and then 0f the la&m Dgara"m tel' MVwi* t
to deeip, matte and mdoods Oi aqn ,
2. The upper 6 -inches of subgrade ,hall be oempa0ed to pS 9i
tensity with proper moisture control.
3. Trenches within the subgrade area shall be backftlled with V=ular w
compacted in lifts to conform with Sectio 713.08 of the Stand"d .&peciRcatilens.
4. Subgrades & backfilled excavations shall be inspected and tested by the County
Engineer and approved prior to paving.
S. No traffic will be permitted on the subgrade prior to paving.
6. Proof rolling (if required) shall be done with a rubber tired ro11er in ».Come
with Section 203.26 of the StaaW&rd Spe6fications.
7. Any unacceptable portions' of the subgrade must be corrected by the contractor
by methods acceptable to the County Engineer, reinspected and approved by the
County Engineer prior to paving.
CURB, GUTTER AND SIDEWALK CONSTRUCTION
1. All concrete used to construct curbs, gutters and sidewalks within the solo
rights-of-way shall be Class A and shall be properly cured acid protected ogakw
loss of moisture and extreme temperatures by methods approved by the Cototy
Engineer prior to construction.
2. All concrete slenll be protected from rain damage. Any c oncntt damaged by rain
shall be replaced at the Contractor's expense.
3. 1 -inch Transverse Expansion Joints will be required at all cold jaim and on oak
side of all inlet structures. Joints shall be Filled widt pWorlllt W joi* Mer.
4. Transverse Construction Joints shall be installed at 10-%t intervae, aced don be
filled with 1/4 -inch preformed joint mawW.
S. Curbs shall be promptly backfilled after curing protection has been applied.
Backfill :Gall be compacted as soon as Practical at a elenratko slightly &be" tie
curb. Regrading will be nec esswy as the backfill sogee 10 i +e grade
tht curb.
6. All ;sidewalks shall conform to Section 604.03 of the Standard SpaciFleat,
Sidewalks will be 4'-0` in width and 4 -inches thick, except where c rem"
driveways they shall be 5 -inches.
I" 011 H.A.C. BINDER
3" 08 OR 09 N.A.C. BMIDER
9" COMPACTED 033 STONE
SASE (MAX. 3" LIFTSJ
PAVEMENT COMPOSITION
TION
FENCE PO -T rsILT FENCE MATERIAL
sl' r
FENCE POST SHOULD
SE BURIED NI' BELOW
GROUND SURFACE.
ANIMAL /CHILD GUARD DETAIL
(NO SCALE)
SILT TRAP SHALL BE
CUT ALONG ALL CURBING
THAT DOES NOT HAVE
SILT FENCE INSTALLED.
USE ANGLE BLADFLO DOZER Tt
�., CONSTRUCT SILT TRAP.
O
SILT TRAP DETAIL
(NO SCALE)
4 C%
m W
a�u�d
SILT FENCE DETAIL
(NO SCALE)
li ^t4oMW*10A1C
tTO�
1 WFAT'[ OF
IMM+
fir• �1
Ems'►
10
or II
.Joe Im
I3W.
R
GROUND St1RfACE
SA.T FENCE MATERIAL U40ULD
DE DURWO i" IWLOW GROUND
SURFACE.
cc
SILT FENCE DETAIL
(NO SCALE)
li ^t4oMW*10A1C
tTO�
1 WFAT'[ OF
IMM+
fir• �1
Ems'►
10
or II
.Joe Im
I3W.
R
a
^WMT CEO cOmmirE
ADttii! 0 Arm
0. *.am &LET (Trrj
+4 ETMI>15 AA TA C-470
aw
pw "— AR L[YI AAG AMMI"WW& 0'4wp
PC* MMAD T &A3R''
fA•' $,low
C, T W)WORCED CONC. MANHOLE
FOR STORM SEINER
WT- VD -SCALL
C
D
Zr
4'-0"
N"
41-0..
F7"
4'-0..
4'-4..
-
4r
5.-4
4e~
6.-0•,
Y
e'-6"
now
t
LW
Al • sem'
+' i�� w^�s r•3
�r
011RECTION Of FLOW
k
CAP
rt
e•�!
At/A F
8"Wag" TEE
o?4-
SUBSURFACE DRAIN DETAIL
NO SCALE
a
^WMT CEO cOmmirE
ADttii! 0 Arm
0. *.am &LET (Trrj
+4 ETMI>15 AA TA C-470
aw
pw "— AR L[YI AAG AMMI"WW& 0'4wp
PC* MMAD T &A3R''
fA•' $,low
C, T W)WORCED CONC. MANHOLE
FOR STORM SEINER
WT- VD -SCALL
C
D
Zr
4'-0"
N"
41-0..
F7"
4'-0..
4'-4..
-
4r
5.-4
4e~
6.-0•,
54-
e'-6"
now
ALL LIFT MOLES ARE
TO M► 60OUTED SMUT
r 7E� KNCN k*LL.
I/taw1
ate' avaL EE LURED
At M.W 04 WCAS T SM
Mit*tot ^4W JM MRS AT
A?" " LrAC * MY
A,lalwlETELY SEAL CA117" WARw4
SUVA" MfTN :JAI M1MfTlI W Of &4AC
AAL) AsWA.AAIO CtIMEJw►T.
'Y
i
I ' w► — •" WCwk$T CtaNLMF TE A1AilCI1 CAST04 Ol1EMW6
$ 1�
-�
j „, - -
Al
4'
L-A#ATW CANTOG QP' MM A L �►
SIDE VIE w TOP VIE w
ERS IMAM A CIIM
"TA&
3
3 11
I
�•• ,�� / ENO Of «„IAWETS TO K
TLAUM DOW AND MUNIIED.
i
IWIwiOW 4" T>11 %ft — f SO4LE CMAMMEL TO OF LINED WITH AN
S160 EnO&Ott CoNTMOL OLANKET 1Y NORTH
AMEAW,yy MANN So APPROV D EQUAL.
TY AL SVOLE DETAIL
W WALE
--- STR. 72k 1674. 1177 1 11711 1 NO 1 NI
R -3501-N NEENAH CURB INLET FRAME,
GRATE FOR SAG LOCATION
Nor -TO -SCALE
I
q#P-RAP
X44 A V
R/P- RAP DETAIL
MOTE: UDE ONLY # LOCATIONS SHOWN
MONTH O/ 1061! STREET.
EAI SECT9 Mi AND TOt PLATE AAC04PS At"LL C/ill WW TO ALL APPLICADLE RIOIMEuLMTS AS SCT OUT w Tot
S ►A/ 11►AMD srt Cjf" T9ANS.
If ALL•tMA1M ALLOY PWC CL&WAT IS PLtIJA11SWD• ALL1tMIL111 ALLOY 00 SECrISMS SMALL ALSO St 11690 AAA! ALL
lLN!'tAlt'Nr rw/s f,tA,.. rf ALitltwAM ALLOY A) wr Owr w ►►f s►AA&&vW srECAiIU/KJM!
ANA rlr, i rAAt, YAalis LIALI. rytvt- LAr uartl evvLII SMALL " TIW1►Lr jowrt0 wr►r J/P at* 6ALNMtdl0
MVt /s 00 ItA r!
DO ►Ut r/ A ft- AMCIIGs s/1ALI LIE CONSTMUMD Or b 6ALA• GAUAA41001E0 SrrtL AAO UE MEOI/M[0 OK All SnLL
rvr tAU xcIJOM or SPIALL tit AAATGiL1►.Ps,vC*" re PIT iSealES w sAYrr LI' AAD SL11'rL.At0 LOOS& COMMETt MInI
J /or NIA 4.ALwtMr190 amrs• COs r rill Alter &m"L 11t JNCLLOtO w rtif COMTMACT L/tfT PER EAL11 t0►r • 'rr .
IAV :iL nw
wlli Nr Offen R0 CI Ar Ct4vfRr ON CAST PION C1,410911101' 15 USED A 'PIPE tX0 St CnON CGWA"LC TO HAAT As SAAOwN
I LA.N-►AL LN CtIMCM'rr' viAI L ri rk~.WA1) AAO W4UL bt ArrMOvt-O IINitt FtAAWAI At
I AAI/ ,i L FNAV; M I t4 rAAU ICM Ar to% CLwr%^, r LNYr oq*cC LAG# ftw -rWE LAV OCrIDM' CClr1%M w
P1 M. AW ALIP/t0
"NWLtb 60AM ►ILIN iAAW MAY K UbCD TO COMWCT POPE EAO SEC7IQN TO ►fLKALLY CO1wU6ATl0IVE.
I IT h
• � d � •! � A ' , , - ! ; ,, if � .a �'t`I � � M~ -I-/ f-tt-�Jl f �L1LL�^�
q:
`..._._. .• ..til � r �,.L.i .'L.
i r
I 1 '
_ r 14►E °"
�• 1#EwfONCEO LLM t
1 i I(j ►.Art—r e C I0 C MAA ♦wi
frit, L /YY 11#497 - tFI� _1f , 1
nAruuo .tAc►N-"t �rA�c►–, LT "'
�!� r W -A IA SA" mow b y, .
J ,
PLAN VIEW END VIEW SIDE VIEW
NOTE: USE IS TOE ANCHOR PLATES
METAL END SECTION 6ALL LAKE wLETS.
NOT. TO -SCALE
S TAApARO PLAN Jt- 02
SIN 100:
1. Mothowd cir non -rocking bearing
writxes.
co" r1� f
Standard Moch«,W
DftW NstitoNal
Verlicol wt.
beorinp D Lbs.
R•1772 -C W1772 -CVM 241h 355 AAstIIined NerizoaWl
'Furn#Owd with PiWer+ IId• +Nrlllor 10 1-1706-1 VI> ksl "wing Swnf*cf
R -1772-C MIANNXE CIIASTNVG BY AIEENAN
23*
:s -
- yj SS'
S5
MAI
D/Tr.H I /GMTE CAS77NGG SET TTM DETAIL
A'�rE �iPq I R-�STM 2 , ! E OU
TE
ANISl.E FMiT STAKE rOW/ O
P*EVAOtI+fLY LAAO SALE
t
W♦ STRAW i
r" -,—WOW STAKES LS -td
IN GROL O
XT -IMM A&Z am 2ML
TENSION
0 TO BE
10USE
RAW SLOPE 0.30%
TYPICAL SSD CONNECTION TO INDIVIDUAL LOTS
NO SCALE
-,
PO ,
•.
t 4
2. *As be in *WOW �
p�a+�tept/onrb l
ad dO memed 419 hill III�d a s
both ad= of the swm d A* 68
t �
3. Them tlimH be a v
Ilk
�
OL 4MA►L
44,
I. It dmR be do 1 4! Me #1► '�
exisd"lipvm-ded"m3ah"appow
.
apsmilk for
my dmomW olki" 1W
oaariau ai a io�atl�iltlll►>!s �1rr „ ��r��,
3. of Piva>AM is a,e'iodWO M ft polm Y
3. The cONOW r W", at the w 4( ft to, dep m'1t qn*mm fo.
protect Au tem of Va11lle aw gIMM 4b got r 4aa�
�'eweels as detli«eM, it rr Awrtt! wt ell � �.t
• arm. dodo, dwoambet Napo&ft poplam 1,
WhM, if MY, 00 P1111111100 N* IAML
4. #new "pa is a1 .
my ated b N mom !W NUL To" dmWbw�'`�+1►
the eaginee .'
S. All PWir4 IW be oemplm M Is r *An a
MdWW on the pits L 'Mlle ONAMMOMt
.'. ,
mad. ed iia. paiitt,'o Muttby ft
• Tad -- a
vaww*0
6. All awes deMMMei by my aid" *An be to !II!>_
coition. EMOM cc>A>itrmd" 111110110W AM be mmvW
as directed by the Delvabpr W title r egMW ,A
my
mWiais brought aw the pmog
Contractor's expe�e. a do � at i
7. The engineer Shall be deemed r aid Mm"%a* IRL , C
ommoft
Engineer's.
P
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mm
ISTEEL FENCE POST
COWCXTE
FLUSH WIFINISH
GRADE
SASE
JORDANSET
EAST 1670 OR A
i
_ .- .. ...
_ .:.. ;�. j,�}
LU to
t
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Al • sem'
+' i�� w^�s r•3
011RECTION Of FLOW
CAP
rt
e•�!
At/A F
8"Wag" TEE
o?4-
SUBSURFACE DRAIN DETAIL
NO SCALE
-,
PO ,
•.
t 4
2. *As be in *WOW �
p�a+�tept/onrb l
ad dO memed 419 hill III�d a s
both ad= of the swm d A* 68
t �
3. Them tlimH be a v
Ilk
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OL 4MA►L
44,
I. It dmR be do 1 4! Me #1► '�
exisd"lipvm-ded"m3ah"appow
.
apsmilk for
my dmomW olki" 1W
oaariau ai a io�atl�iltlll►>!s �1rr „ ��r��,
3. of Piva>AM is a,e'iodWO M ft polm Y
3. The cONOW r W", at the w 4( ft to, dep m'1t qn*mm fo.
protect Au tem of Va11lle aw gIMM 4b got r 4aa�
�'eweels as detli«eM, it rr Awrtt! wt ell � �.t
• arm. dodo, dwoambet Napo&ft poplam 1,
WhM, if MY, 00 P1111111100 N* IAML
4. #new "pa is a1 .
my ated b N mom !W NUL To" dmWbw�'`�+1►
the eaginee .'
S. All PWir4 IW be oemplm M Is r *An a
MdWW on the pits L 'Mlle ONAMMOMt
.'. ,
mad. ed iia. paiitt,'o Muttby ft
• Tad -- a
vaww*0
6. All awes deMMMei by my aid" *An be to !II!>_
coition. EMOM cc>A>itrmd" 111110110W AM be mmvW
as directed by the Delvabpr W title r egMW ,A
my
mWiais brought aw the pmog
Contractor's expe�e. a do � at i
7. The engineer Shall be deemed r aid Mm"%a* IRL , C
ommoft
Engineer's.
P
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h t.
1 si.,tE:OF
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s A w
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_ .:.. ;�. j,�}
tis !�•*�,�y
t
{41,91 1011
rt
fill
-,7
;IV
v- �
{
ilk, IF
-,
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2. *As be in *WOW �
p�a+�tept/onrb l
ad dO memed 419 hill III�d a s
both ad= of the swm d A* 68
t �
3. Them tlimH be a v
Ilk
�
OL 4MA►L
44,
I. It dmR be do 1 4! Me #1► '�
exisd"lipvm-ded"m3ah"appow
.
apsmilk for
my dmomW olki" 1W
oaariau ai a io�atl�iltlll►>!s �1rr „ ��r��,
3. of Piva>AM is a,e'iodWO M ft polm Y
3. The cONOW r W", at the w 4( ft to, dep m'1t qn*mm fo.
protect Au tem of Va11lle aw gIMM 4b got r 4aa�
�'eweels as detli«eM, it rr Awrtt! wt ell � �.t
• arm. dodo, dwoambet Napo&ft poplam 1,
WhM, if MY, 00 P1111111100 N* IAML
4. #new "pa is a1 .
my ated b N mom !W NUL To" dmWbw�'`�+1►
the eaginee .'
S. All PWir4 IW be oemplm M Is r *An a
MdWW on the pits L 'Mlle ONAMMOMt
.'. ,
mad. ed iia. paiitt,'o Muttby ft
• Tad -- a
vaww*0
6. All awes deMMMei by my aid" *An be to !II!>_
coition. EMOM cc>A>itrmd" 111110110W AM be mmvW
as directed by the Delvabpr W title r egMW ,A
my
mWiais brought aw the pmog
Contractor's expe�e. a do � at i
7. The engineer Shall be deemed r aid Mm"%a* IRL , C
ommoft
Engineer's.
P
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1 si.,tE:OF
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