HomeMy WebLinkAboutCivil Plans 4.8.19 1610 9 S ] 6 4
2 1 T
Manhole Frame and Cover
Heavy Duly: Noorl R-1642A or Equal
Waledght Na nsh R41FIRF do Equal
Comela Atllus'U" ED
UMW W (3) Rnga. —
Mmumun CD RIM Haight _
UP IT. Rings Must be Bond —
Rubber Coaled WISH Plasac WRp
Cow.
Walemght Flexible Bmb MALL
Be Used At Domingo
GREASE TRAP LJ
— WM1e`.RrAPPe�6uN.NMI IL H —
EnUm EdUl
NOTES
Bess Sedon In MD. BY
romad NI Granular Material
Slop Drawings Must Be Submitted To no Willy
For Becaproval me Trap and Semple Box Are Property OfOMnar Cily of Carmel Utilities T®GREASE TRAP AND
And Will Not Be Maintained By The UNI Standard Derails SAMPLE BOX
lWARM WTob d kv: MEET I Raga ib
NEENAH R-1972-AL CAR
F TJORDMV-IWI-1
WITH SEWER ON CASTING
38-Bala B"CONCRETE
APRON WITH FIBERAESH
REINFORCEMENT
NOTES: {
1. FORUMS TERN HARDIX:APE r„v
SURFACESANDALLOPMER
INSTALWINEBEYOND TIRES
FEETOF WILDING.
2 CONCRETEAMONAND
RELEASED FOR CONSTRUCTION
Subject to compliance vith all regulations
of State and meal Codes
City
yELoof Carmel
�N1��VI�fR4:Y\AML
DATE: 06/17/19
P PVCOM� GP MN.1'FARANCE 0.MONTOF
GAP IS BOTTOM OF cAmTOR
I FINAL GRADE
9
TRACER WERE
W PVC PIPE
MINIMUM EDRW
D&)RS!XPFTEE-WYE
&.&EWER IAIERAL
APRONTOPREVENT
NERLING EXTEND TO
UNDISNMEDEMTH
ty of
ities
OI Camel Srandard DetaJs TYPEDETAJL It UT
W' MNINUN OF RPSOL M ttWPAC1ED
mcna E )53
L PAN BECIDX WWES
UBF OF SBLRABE
FINAL MNWLL - -
WNLR R
NOTES 1
WE PER ISOMER MALLRl
' BE PER WE3.
BEDDING, NNNMMG PRE""&RR UNITY
WENOI MN NATAL XAMM 51A_UH &YCINN OVER
GAMBLE MAIMNS 16MWPW'
PLACDNT, AND
COMPACSON PER
STANDARDS PRAMSOF
GF uTNTY NMM
JURIVDmN DER .
IImN1A1NIN.
WATER & SEWER MAIN AND LATERAL TRENCH DETAIL
FOR U77LITY INSTALLATIONS WITHIN CITY RIW
MOTS: NI SCALE
1. FNM BAORLL FOR UTIITY INSTNLAMS NEW T IS S' OR LESS MALL BE 0-e ROM FOR STRUCTURE IWATILL
NETIM ME MATWN HEGJWBENTS OF WE INERT AND SHALL BE COMPACIED IN R' MAAMM LIRG M NOT LESS
THAN 95% SFNNND FAOCIIR DENSITY FOR WE ENTIRE DEPTH O ME MATERIAL PLACED ME &ACKNL FW ME
TOP C OF ME DLAVATM BROW ME UNIT OF SIBORADE STALL BE I53 MIME 1071%TE MATERIAL REQUIREMENTS
LE ME IWJI AND MALL ARE AIIPALnD TO NOT L£9 WAN M FORM PFDCMR CEl MR ME ENnff
MPM OF WE MATERIAL PULED. F ME STANDARD PRnCPCE OP WE UNW THAT HAS JURISDICTION OAR
WE INSIMUTON HAS A WRE SINM T TRIAL RMRRLL BELNIRNDIT, ME MALE SEMCENT RNJIMMENT
RILL WMDI OAImACIGI SHALL PROVDE ARE PARTY ASTNG AGENCY M PROME COBACTON TESTING AS
REDEISARY.
2. THIS WARNIIFRT SHALL APPLY FM ALL NNIR WSINU (IXO M MR NOF UMIFD M ENTER
WMS, WATER BEMICE utERMS SWITM NMNS MNTARY S M UTLWLS, GAS FIRM. WJER. TL£CDW
AND GN ESN OR OUST REM() WARN EMTMG AM PRT DTY OF "FINEST RiW Wn4
S FOR MINTY INSTMTAPCIS UNDER PUT STREET$, NGWDan DE ME MRENMM N 11E UTUTY. THE MINIMAL
CPMA FROM THE TP DE THE INMNEED PAM M OR MAL IOMO DLMTM M ME TOP OF ME INSTALLED PIPE
C=ff M NET BANK SHALL BE NO MS MAN 15 FEET. IF ME SMNONO PRACTICE OF TE UTUT+ MAE HAS
MRMMM MR ME NSTMUMN HAS A MIE Sm t Olson REWRE".. THE Met SIMINGENT REWREMEM
SWLL DTERN
0. F SAM S ADE HAS BEEN ENE STABLIh1D. BAWFW WM B-BOROW M MENBE COSTING SUMR
AND FlLL M TE UMIT OF TREATED SIBIiME WM CRPMHD AGER M NO M.
CITY OF CARMEL STANDARDS STANDARD
WATER & SEWER MAIN AND LATERAL TRENCH DETAILW DRAWN"
FOR UTILITY INSTALLATIONS MTHIN CITY R 10-32
NOTES:
1. Ff MEONLYINLPNO.4CAPED
SLIRFACE T WITHIN THREE FEET OF BUILDNG.
2. ALL &1,B ANSI CRAV.L SPACE
CCMNEGPONS MUBTBE AMINNUM OF 3'
•
BELOW THE FOOTER AND FOUR ME WILDING
11
AT THE FRONT OF THE GTIMUCTURE TO
RAOW DE THE SHORTEST, MN03TDIRECT
R MFROMTMBUILDINGMO EE%ISTNG3
LATERAL STUB.
FOUNDATION J
.��.
1laAPORARYOWEO CAP
A:
NA
FAXITER ----L
V SEWER
TUINIMUM
BEE SANITARY SEWER TRENCHING,
BEDDING AND BACHRUL DETAIL
a 5'MRTALCASONOWITH IT LID
LETTERED- SEWER CLEAN OUT
OR APPROVED EQUAL
FINAL GRADE
HD RE FIFE TO ERIENO
MN.3'ABOVEMM
21F DIAMETER FRATOD
IUPE METAL PIT].2 LHSJFF.
OR EOWd
NOTES:
1. FOR USE WITH GRABS OR
UNJDESCAPED AREAS BEYON'...
THREE FEET OF BUILDING.
NODPRXNIDR CM
P FROM TOP OF PPE TO BOTTOM
OF METER RT. COMRACTQEaIALL
NOT NlOW ENTER PRTO CONTACT
IATERA1AlEEM'YE
3•.n' MAx.
SNITTYPICAL T I
6
P SEWER LATERAL
E'FVCCM
RNALGRADE
6'PVCPIPE
MNIMIMSDRW
TRACER WIRE
FM -An TEEiWE
8°PVC GIP MIN. PMID MIXV
CLEARANCE FROM TCP
CEDIBOTTOM OF
ARPNG
CNG
! III MOM
i` IOPOFPINEMMOP
OFMB NE
- P NOR%PVC RPE
TTR MWRE
B' MITI Frill
4SEWERIATERAL
5
TRENCH DETAIL FOR CITY NORM SEWERS
ND SALT
L ' MMMUM DF TOPSIL OR COMPACTED
PA`.EMENF SECTOR VMU AtlaEW1E SST.
UMIT OFsWQRADE - _
MINNUM COVER SHALL
MANE _ BE PER NOTE 3
MNFW B
LEGEND
Did - I W DIMEILR
D - NSGE D W ETEN
it - DEPTH OP BEUMNG
NATIONAL. BELOW ARE
— PWNWM
HWNMND (BEi6) DEPTH OF EEDONG
MMWM BELOW FIRE
®OMG d D d NN
NOES' RR A SUALM 4'
Be
TR' A LJJXEA 6'
1. B NG AM HAMCHNG FOR ALL NS IIISTAELATNNS SHALL BE N STORE MDTNG ME NUMMULL REMAMNENR OF WE
(MOT, BEDONG MILL BE PLAN IN ME FRENCH BOTmM SUCH THAT AFTER THE PIBE IS NSTALUM TO IMDE AND
TIE, MILE N MS A f MNINUN DEPTH OF MATERIAL BELOW ME PPE BANES WO A MMNUM OF J' BELOW WEE BELL
FOP PALE SM HE AM LARGER, M MNINUN DEPTH OF MATERIAL BELOW ME FIRE BMEL SIMLL BE E. BOXING SHALL
BE TIMED RI BE MF AS PIl9BLE BUT 911ll BE LOOSELY FACED UNFAIPXM MATERIAL UN ME MICO£
TEA IF IRE ME RTM TO PWSAENT OF THE MPS. F ME UNDERLYING SES OF ME WENCH STTM ARE SR M
Y MG, TIE SLR SR4L BE UNDERCUT TO SIg1 A DEPTH MUH WHEN REPASS➢ NNN 02 SHINE IT MLL PNNUM A
MIFDW AND STABS FWMMTM MOIL ME ERNE MGM OF THE WIFE. HAUNOING ND INTIL BA U MALL BE
COMPACTED N BE NAMY UM TO NOT LESS MAN GONE STAMND PRDCTOR MN FOR ME ENTNE DEPTH T THE
MATERIAL PLACID. ME BM LL SHALL BE ERDUMI UP ENERGY ON BDW SIDES DE ME PPE FOR ME FULL IENCM OP
THIS PRE HOMMNG WALL EXTEND TO ME SWMOINE OP ME PIPE MINIMUM WENCH MOW SHALL BE ME OUTS IX
MGEIEH OF THE Plff ROS IT.
L MM MICNFUL FOR NL RCP INMfLLATIM MFJE 1.' IS F OP UM WALL BE FWRRM FOR STRUCTURE BAWFUE
MEETING ME NRIOM RW BM OF WE 1=1 NN SHALL BE COMPACTED N BE MAA WM LIFTS TO NOT LESS
THAN BEST STAMMRO PROCTOR DENSITY RR ME ENPIE DOW OF WE MAORAL Il ME BA05UL MR THE
TO' S' M 11E EYCAVATM BOOM ME UNIT 9 SUBGFABE SMALL BE V�6J MERE MEETNG THE MATERM
BEA MMn OF WE INDOT AND SHALL BE CMPACID TO IR MSS TARN 85L stmDAR1 PROCWR
RNSW.. FINAL BACKED_ FIT ALL RCP MSTAUATO6 WERE 'L' B GREATER MAN B' SALT BE CLEAN FlLL
MATERIAL RIFE OF ROCKS LAmEIV THAN S' N OMNATER, FROSH TEMPS OF SINE Wim OR (TWER EKIRAIFOJS
MATERIAL O%PACTED IN IT MAXIMUM UM FYI Nor IISS MAN 90 STANDARD MOCTTN DENSTY FOR ME WE
DEPTH OF THE ENCAY47011. COURACRM SHALL PROMCE A Jrtl PAM MUM AGENCY TO PRUDE CMPACTON VICTIM
AS NELE55.1RY.
1 FM INMALLATNM OF Me MANS, MATRNNXS SALUTARY ILI INVER SER ACE UTERNAS AND SWITARY
S9TACE UIERALS UNDER CITY SWEEIS BEGWMSS M ME UJRISILT/N OF THE Ur 11Y, ME MNNUM
pool RPI THE MR O ME INMPLID PAARENT OR FlNM RIMO OEVAM TO WE TOP OF ME INSTALIED PPE
WALL BE M MISS THAN LS MET OF CIDER AM ADIY PART OF ME FIFE F ME MANDARO PRMICE OF THE
UNITY MI HAS JUIaSICTM OUR! ME NSTAL/.TW HAS A MIE SMNDENT STAR RWM MT,
ME MORE "IN BEOUIREM SHALL (ORION
1, F TESTING SIIBIGOE HAS BEEN ME MARL®, GACWLL MM 0.BM TO BOURN OF EASHNG 9NBIMDE
MD Fu TO ME MIT OF USING SB WW COMPACTED A.OREGATE No a
S THESE MANMRM WALL APPLY FR M AI SEWERS INSTALLED WMN EMSTINC AND MOPCHFD OR Rf5 AND FOR
MIT MN THAT SHALL BE WIMMNEO BY 11E CRY, RECAMI£BS OF S ME AURSISCHM.
& ALL STMM FAR WIDEN EAmNG CR PRO CRY RM SMALL R REIKMEND CIEREW SAFE IEWN'AESS OF
CITY OF CARMEL STANDARDS sDRAWING
DRAWING
TRENCH DETAIL FOR CITY STORM SEWERS 10-31
TYPICAL
US
O
or Or
12'MIN. U 12'M1W
ZIN
BORE Z RECEN
2 TOP OF CASING PIPE CC�p po E PIT
ON
(RIEFERTE FL NN9)E
PVC PIPE PIPE CASING SPACER
(REFER TO PLANS FOR SRE)3 BE
REQUIRED PER LENGTH OF PIPE
NOTE- PROTECTION AT ENDS OF CASING
ALL JOINTS IN CASING
PIPE MUST RE RESTRAINED. CASING SHALL HAVE BOTH SNUG BLOCKED UP IN SU H
A WAY AS TO PREVENT THE ENTRANCE OF FOREIGN MATERIAL.
BUr ALLOWING LEAKAGE TO PASS.
WELDING
STEEL CASING SECTIONS SHALL BE CONNECTED BY WELDING.
WELD SHALL CONFORM TO AWWA C206.
SPECIFY 00 OF CARRIER PIPE
CASING SPACERS.AND ID OF CASI NO PIPE
TYPICAL BORE CASING PIPE
(NO SCALE)
GREATER THAN S' (t) (1) MIN 126 Bc MIN. 6' TOPSOIL TO ENSURE
LESS THAN 5'(2) cD1.25Bc+12'(MINJ DRAGS GROWTH IF NOT UNDER
PAVEMENT.
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE.
(1) REGULAR BACIS ILL
BORROWREQUIV.
GRANULAR
GRANNULAR MATERIAL
COMPACTED TO7Y STANDARD
OUTSIDE DIAMETER
PROCTOR DENSITY.
D - DIAMETER
O =INSIDE OF
tl=DRIG
SLEIGH,
Be
MATERIAL BELOW PIPE
I$
1IB Oc
®
e
NOTE'.
ALL BEDDING & INITIAL
IN 6'T 1SHALLBEINSTALLED
LIFTS.A
OR
MIN, OF T CLEARANEALANCED
SHALL
GRANULAR MATEQUIV
RIAL
GRANULTED
BE PROIDEDCRANCE
PROVIDED SIDE OF
TO5% STANDARD
COMPACPROCTOR
PEACH
THE INS
THE INSTALLED PIPE.
D NSITY.
PROCTOR DENSITY.
TYPICAL BEDDING
SECTION
- RCP PIPE
(NO SCALE)
4
3
p
tl MIN.
2T'&SMALLER
3
30"TO 60'
4
Efi" &LARGER
6
O
K
x
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N N
3 .G
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m
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m lG
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Jul
NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR
PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.)
AND ALL OTHER PIPES IS 18•' OR LESS. PER INSPECTOR'S DIRECPON, OR WHERE NOTED ON
THE DRAWINGS. A MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN
STRUCTURAL INTEGRITY OF THE CONCRETE.
ItLCKEN P.E.
�;✓r'�W 11
UL
BOTTOM
0re ED
PER Knees IT IS AGAINST THE TRY EXCAVATE WHOUNI METHODS LOCATION SERVICE EKNSS RUPERT COMMENCING WORK,
7
3500 PSI CONCEDE E
Z
f.
W
a.
O
—III-
r
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U
EARTH CUTAWAYW
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— —III—III
CRADLE SHALL BEAR ON
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— I I —III —III —I I i
UNOISTURBEOEARTH
III III—III
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