HomeMy WebLinkAboutS-234301SANITARY SEWER NOTES
L ALL IM HATER ?ALS 3VW-L BE IN CWOFAWACE WITH TIE STANDARDS AND
SPECIFICATIONS aF TIE CITY OF RESIGN "LITY DEPA! AT AND TIE LA'*3: IT 3E
OF THE 1SDOT /APl4 STANDARD'S ADO SPECIFO:ATIOMS
Z THE HOURS OF WORK IN THE- STiEET RIGHT-OF-1MY SHALL BE LINI m 1011:30 SG
.130 P N. ON EDUYS U lJM OTHERWISE AF1R2VSR IN WITTING BY THE US1165,11ENs
OF PUBLIC c AT 2�KB. All S-REEI COSUINES PARTIAL tR FULL S5FLL BE
Are[uiED By TIE DEPARTMENT OF SIC > 24 HlXBS IN A9\AHNf. THE POLICE
DEPARTMENT. FIRE DEPARTMENT AND 911 91AiL E NOTIFIED 24 HOURS IN ADVANCE-
3 ALL CONSTRUCTION SHALL E IN ACCORDANCE WITH 'STAN MAD SPECIFN A -11ONS FOR
MUNICIPAL PUBLIC 1695 CONSTRUCTION' PREPARED BY INSHTN TOIA MATE Ct` WC
AMERICAN PUBLIC WWAS ASSOCIATION. LATEST EDITION (W" AND CITY OF WPM
STANDARD SPECIFICATION.
4. ALL LOCATIONS OF EXISTING UTILITIES SFON ARE APPIMSTUTE AD IT SHILL E TEE
CONTRACTOR'S RESPONSIBILITY TO VERIFY TIE TEE ADD CORRECT LOCATION SOS AS TO
AVOID DAMAGE OR DISTURBANCE
5. A PRECONSTRIX -TIBR CWEREKE AM A 244CM !ANTIS£ SHALL E EONSM PRIOR IO
STARTING NEW CONSTRUCTION, IT 99LL E THE COMIRACTOYS E9P066 UITT TO
ECIRE ALi "" E f 2tl
CES2RT TS 14!1 TO STARTING 0ONSTRUCTIONA (INSP;C'IOW W.'LL
s ""'°°`° m A cr.ATLTC v` Tic CI s!' OF RENFdQ_ IT SHWL E 1e'E
CONTRACHOR�S R€SP06181LITY TO NOTIFY T!€ UTILITY DEPOWITIO T 24 F.I U S IN
ADVANCE OF BAZWILLING ALL CO STEICTIOR
6- CDMiRACTM IS SM—nY HE FO613E FOR THE SEARS. MFDMmS AND SESPIES OF
C7NSiRDCTION AND FOR THE SAFETY OF WORKERS AMC OITUS OW TIE TtM
SITE
7 IT SHALL E THE RESPQSIBIL"I OF THE CONTRACTOR TO OBfAIM SLRET OZ AEI AN,
OTHER a9-� A ED PE,ft"S PRIOR TO ANY COMS-;$iCTHAL
8 KAS APPROVED BY THE CITY OF R ENTO PUBLIC DEPARTMENT oar. --
PRECFMEHCE OVER ALL OTHER PLANS.
9. A COPY OF THEE: APPROVED R46 MUST E BR THE .MB SITE U8qEqE;I [ONSMS.TIOW
IS IN Pte.
10. THE CONTRACTOR SHN1 PROVIDE iiE CITY OF REIIIOM WIN AM A6 -BRTCT I OF
THE SANITARY SEER SYSTEM MUCH HIS BEEN SIAMPEII AID SIGH BR 4 LICENSED
PROFESSIONAL ENGINEER OR LICENSED POWESSIOAL SIRVE
11. BACXF ILL SMALL BE PJ= E ' A LY 91 139 SIDES SF THE PEE li LAMS no A LGM
AVERAGE DEPTH OF 6 INDHM M SWUM BERN E 8 DWG MallowY i - WR EILW
LAYER TO 95 PERCENT OF HAXLMN DENSITY. THESE CNEWIED LAMBS ASM Emn
FOR ONE PIPE DIAMETER OW EACH SIM OF THE PIPE ON 10 >E SHE OF THE WWBNSN
MATERIALS TO COMPLETE THE FILL OVER PIPE SMALL E IRE SIZE AS ESCAINEIL
12 OPEN CUT WNW) tRDSRINDS FOR UTILITY TRENCHES OM F7T57RG WANB9 @DOW
SHALL BE BMWILLED WITH CROW RRDX AID ICO N KILLY CNPNCM CANS WO
TIE EXISTING ASPHALT SHALL E IFJAWLINE CUT NINA SOW 0 A LIE A
TEMIM RT NIX PATCM.DUST E PLACED IMMEDIATELY AFTER BWOFML AND
COMPACTION. A PERMANENT HOT MLX PATCH SWA L E P.MED ENO BR 01S AN•
SHALL BE PER CITY OF FENTON CIRFUT STOICISM
13. BATON SHALL E CITY OF ROM U.S.C. AD &S.
14. ALL DISTURBED AREAS SAME. BE SEEED AND MIIOB) ON OIN OMM SLfEIM RO WINE
SATISFACTION OF THE DEPARTMENT FOR TEE PREVENTION OF ON-Si$ ERASION SIM WE
COMPLETION OF CQ6IWOCTIO.
I5. ALL PIPE AND APPRRTOWEFS 9MLL E LAID BR A PRI FULT PREPARED FOOMM BR
ACCORDANCE WITH SECTION 7-0¢.3(1) E DE CbiEWT STATE E NSWIPM =MOM
SPECIFICATIONS FOR ROAD AID BRIDGE CMGTMVINM 2195. SLM1. MUM MEMSSM
LEVELING OF THE TRENCH BOTTOM OR BE 14P OF THE MONITION 11011BUX AS WELL
AS PLACEMENT AND COMPACTION OF REQUIRED LIM= MMUAL NW i DOW
SO THIN THE ENTIRE LENGTH E TIE PIPE WILL E SNPFMIU E A UNKINDLY 09111E
UNYIELDING BASE. PIPE BEDDING SMALL E PEA CRMEI 6 WOES Al E m EL! RE
PIPE.
16. SANITARY SEER PIPE SHALL E POLTYBML OL.ORIE (PVC) MITER GOMM
ASTM D 3034. SON 356 OR DUCTILE ION CLASS 3M
17 IN WUWROVFD AREAS TMIMII c TO EIT� MRMWWU 6 Egl!ES. 40
18 INOES ALOYE FINISHED GRACE. TN PAVED AEA. COVER MST SLOPE 0 ALL
DIRECTIONS TO MATCH PAYING
WW.0- 27.'27
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f
OME IEW04 OF O1OU IRON
PPE (ClJkSS 50) TO SCLMI
� iA$N SPaf�l S
�A,IU.FA,Yr SEWER DOTES AND DETAILS
BACKFILL I" C0kVACIED
BY ENGINEER
ALL PIPE EKEPT DWI LE NON
SH A L E COICIVE ENCASED
DTP_ TEE U
(uhm-0
NOTE
PLAN EM FRYING NW S£
IT7D FIAT PfMEDR -KEIRS
OF MIONAXE
I ' 1
HALF DAN AS
RPPIRDuED 1•"
3-4 ENGINEER
I1
11
13
I
I N I
Cl 50
ETOSTWG W SWILL E CORE
DRILLED FOR 111312-49-SRL ®GT
(DST. PIPE K Drow W\Le
or IWM r
1' �
A it
DAR sw am I
50 cubmo
BLOM POURED M PULE �
Eta MEW PPE
1Wi:KE All
DROP CMENLI M
a+-•- L►• •- s
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NOT TO SCALE
METRO MANHOLE CONNECTION NOTES
L 1R. BE D19Sp1 OF IfIG a=ff METRO "DIE 684 -1707) SHALL BE WOE
Al LEAST CONSMUCOMIC IS THE UCMW OF OC
eouwi S EA61SDE MIEACEPIIW( SEC110HH 1, IINWWROE RDW-5�
2 OWAS OOMSUIVCRUI, SO DOW STALL BE MIDWED TO EMBER HOC aX—S
EAGLE woma m SBUM ANODIZE im-D.
3 IRE WEME swu BE tillumED ILL MOM OR SMKMNKLY S1IPPOIOED
MW COSFWCM W ID A NDD IRBINACED SECS I.ONOWN,.
4 FLOWS FOR DEIM0ERT6 ADJACENT 10 HOt1G COUHTY. FAMTI S SHALL BE
SiRONf1ED 10 SOL ERIC 046M (PDNE 614 -1707 FOR MIND COUNTY
fETI F AID AVPRCOMIL AT LEAST FIE DOS FN 10 CDN4 MCCMML
5. COMNCIDN 10 IOSSIDE gnENCEPAX SELOT, WINDOW 1101-5 SUWLL
MOW E 9401111110 DICK. T HAS.... WIN N SPEWED AND APPROVED IN► A
MAID COURT RERIESEIOUPOL
6. IUD COURT DOES TOF GIUNINIEE AE LOOMS; DINSEIR OR STAB LMIE U
aBgMft THEREFORE, A FEUD VEI3LGDl0T S RECOWNEMM FINDS ID
7. 7E /-RICH DROP r r F r DII SIM E MADE W NaM TS NNW UN
SPIM MM OF TIE 108 -OW EIRE MTEi 040 S== I.
S THE NEW 1 10 IRE HURDLE SHAM ELUDE LLO' CUE OIMIING
AD USE OF A IiOR- N -SFAIL BOIL 016 OSHM 1 M OF P.APE, WC,
46M 9040111 CNI MWD. WACM% UTSM CLOWN 994M (206) 423.-7712
A I E CONDEMN STALL E FLUMM MD IMF PUT CORD SERVICE NINA.
THE 110111011Y SASNEAW HAS BEOL CLEAN EA INSFMFDL 1ESIED AND
AFPIDIED LEY THE UIY OF RESIGN.
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