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HomeMy WebLinkAboutzS-3703SetJ NOTE 3 to \� EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND " r # ;,i,E'" - HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND \ UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO INSIDE DROP PER " ,' - " = C0 ARE RSHOWN HEREON. M HE ENGINEER ASSUMES NO UTILITIES ,�.. - - , le..., _ r STA.= +00 CITY STANDARD DWG. t t 'r -" - -� �,r r �' �`'° rte' o , RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES CENTER�OF SAC y; --'- - 7- - r, sar. �° ° NOT SHOWN IN THEIR PROPER LOCATION: l #402.2 1 � \�.: f .. '� i...... ..�'` / -V ?•� 32 +00 ' ° CALL BEFORE YOU DIG, 1- 800 -424 -5555 ' 1 I SSMH 1 60 INSIDE DROP ;,, (� , I RIM -395.1 /, , . -%' \ r IL 389.43, 8" N DROP) 1� =� EXISTING SEWEIYS ; IE- 385.53 „8 "OUT) J HOWN AS 8" .. / \ I t- f %� i t MAIN ON CITY OF RENTON ` ''- - ., \ �L. '�` 7 �" 3W ..- `AS- BUU -'fS, SYSTEM AS PER a - r. r 15 x� rt `i -- �- MIN. FF ELEV. -402.0 r 1 W ` M6INTANENCE DEPT. PROJECT #5903E, = A , E� / nr 8X20/2013; 8" CONCRETE PIPE `t ( MDSE, FF / =401.G I I; I I / MIN. FF ELEV. =404.0 'MIN. FF ELEV. =405.0 A"' 0 r / I ,t ,�\ 1 ,,.` q SSMH33, 4884 5.0' T. ° r ° CO !l , a \ r 1 !I I ( I RIM 40,7c98 rn o i,f �, g _"` `� �-c \� r� = �....1E.- 396.09, 8" it °w °° iCF '`1� II °'^ IE 395.99, 8 "OUT N II +a 1+ I f ) + . L ' OW I» I 0+ ...�' w 1 "f't" / I I"I I -% co STA. 19 +16.70 5'RT. NE 7th ST. \ , ' ,r� ,.; ^«k r'IMz; 01 �'� • • IE- . .50 _ -.� • • f "' �+ t1l i �r„ SSfyL RIM 4079 O Z ; ti. rr`""' �Ft i�NOh`'i r` % `78 F 8 "SS(PVC) I I / 24 FS, 8" SS (P CT "0 %a_. ? nn ° IE= 399.53, 8" 0 T) 2 1 _ E-399.63 8 °�IN) \:. \ Q \� P PRO 1r r \� r I / -+ _ +... C P STA. 33 +29.67 77.58' 1 _T­ a . S SMH 2, 5 SHALLOW IE- 397.001 °o ° RIM- 400.50 R M 383,', IEi394.93, 8 IN) ' o A . ` IE 394.83, 8 "MT�% I M se-, - ` s r r o _ , a IE= 398.00 L FD1N.,F -4030 �I n I I (n NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT �� of I MIN. FF ELEV.= 404.01 MIN. FF ELEV. =406.0 MIN. FF ELEV. =407.0 I CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL i rr� M i, ' IO- \Z oa 0 2 �O .. A i i I IA f l 0 m I 3E.t i J z INSTALL SIDE ! 4 I I MIN. FF ELEV. =40fi. 2E ^• i {I 4 1E rr ;r SEWER I P .ER STD. DWG. r +10 MIN. FF ELE. =410.0 l 0 I MIN. FF ELEVj-. TT_YP_ IC-_ AL)- E= 400.0 a I . / 1 +20 • Iy,3 f • t �°n r E= 399.00 I GRAPHIC SCALE " MIN. FF E = ��..% - ...-�' '-w F'�I -' < STA. 20 +83.60 5'RT. NE 7th ST. 0 15 30 60 NOTE: ALL TRENCH RESTORATION SHALL BE PER'fpURRENT I° LEV. -405.0 75'' SSMH 6, 48 I \/ CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL .r' I k�� • • '' I I RIM 415.80 -'_ - = 1 inch = 30 feet -" IE 408 ) -_ y - - - I 408.80, 8 OUT 90 8 IN „ q6j _ _ RECIPMMFNDFD FOR APPR V ... .._ _. 1'+ �� Date STANDARD 48" SANITARY SHALLOW SANITARY SEWER g" cnP = g SEWER MANHOLES PER MANHOLES PER STANDARD STA. 34 +81.84 :22 .2' RT. „ an i RGrM c °t'0 "0'1 By. RSL -A&2nt Date' It r�� STANDARD PLAN #400.1 PLAN #400.2 SSMH 5, 48 r 8 ,;':L !^ By, Date. RIM = 407.00 IE= 400.10, 8° IN) - r� IE= 400.00, 8'(OUT) ALL.S`ANITARY SIDE SEWER STUBS SHALL BE PVC PLACED By Date- AT'MINIMUM SLOPE= 2.00%, TYPICAL. wo ? O N N O W K L s n .....405...w........... v? z w o ...................................................... ............................... ...............: ............................... ........ ..... 415....... ........... ........... ........... ........... ............ ........... z 415 IIa _...... _....__ _ ...._..... _ .. w... a _ _ ........ . ........... Iw..........: - - O z O5 .......:.... . ....................... ......:............... <. ;mac. „u �.zc.. ..._.... ........... ._........ ........ ...._...... .... Icwi '410 -'r,- cwi w .......... ..... _r ..... �i3 .. ..;.. ..:.. ..... c.. _ _ ........ _ .......... ........... _ ........... ........... ;1..- " 41.0 i :Z .^r, CS =1.40% .. _ ....... ........... . ._........ ....... _.. _ ..__..... _ ...... ....... ., ..,.�F;t�. ........,_ ........... _ ......... ........ . 246LF., g„ .1. 400. SS (PVO) . _ .. 395 F Oi p5= o z 72LF., g „SS P _ _ 3 54% .... ............. ............................... 3... ... 47.%..............;...............:...............;...............;.............. ..:............................ ........... ............:..x, 395_ _ 405.........:..... PV w 405 ®5,5g ®S 1 °z _.... _.. _ 246�F ~6v55.(. .. . ........... . ..._...... _ ........... _. cam. to .......... 8 a _ _ m m° 00 ow ....390 ..........�....^ ��� xPoo 3 __ .. -_._ N t .. ... � ...................:................ :. ^............:............... �............. ........... ........... ........... ........... ......... -Il.rn ..9 .0 _ ww 400 INSIDE DROP PER ¢ x .... _ n. .. _ ... _._.._ 4 %...... 0 ......... _ ..... . ...... _.. .........v �__.... 00: 0. 400 _ >. PVC : CITY STANDARD DWG. N - w w `1�67LF. 8 "55 PVC ®5 =2'3 C Zo COUPLING #402.2 . ' ' : S 1 0 00 co oci 385 0 X12' 51011 ki Noomm Moom ao oo .. ..........:..............:...v. .. .......................:....... maw...............'. ,+<o�n .......... 385 395 :�o�..., L`• " rn'rn mm .............:.... .;................ I...............:.............. .:..............._............. ........... .......... ........ ........... ........... ........... ........... ........... ...... 395' x tt »m x Il nn - - .._ :.. oo.o.. __ ..... ........... .... _. _.. _ .. _........ _ _. _...._ _ ........... .... _..... _ ... _...... ti'j RIM =95.1 yell ll: NM1111 O�SSMH3 rn FEW 6i v>a'ww C) C3 IE= 389.43, 8" IN -DROP) RIM= 402.96: := II as 0+00 IE= 385.53, 8 "(OU77 1 +00 :IE= 396.09, 8" IN) 2+00:: IE= 395.99, 6 "(OUT) w w .... 3+ 00 ...........:.......... .....................:..4...... ...:..............: ...33 50.:...............: 34+ 00............... ......:...............:......35 00....... .........:...............:..... ... 36{-, 00...........:...............:............ ...:37 +00......_............... .. ..............:... ... OFFE ENGINEERS vy L of IN � � � •�� sic SCALE °% c. _ CITY OF NE 7TH SHORT PLATS 06/20/2013 % q�,•• P1F' 'troy ~A SURVEYED xo�u:�x oiaar iwi � 13932 SOL7THEAST 159TH PLACE RENTON,WASHINGTON98058 MD.L. OFFE, P.E. Jt RENTON DONOGH HOMES/ ENDURE INVESTMENTS, LLC � ° •o: 2�W D.L OFFE, P.E. SEWER PLAN /PROFILE PHONE: 425- 260 -3412 Po :90 0.: °"°"E "" I DATUM FF :� °°�" . *1 ME I Planning /Building /Public Works Dept. 3513 / 3517 & 3603 NE 7th STREET CONTACT: DARRELL OFFS, P.E. S`SIOryq�• E� 10/4/2013 NO. REVISION BY DATE APPR 7 OF: 14. Cbi5 -7�70 1 1 SEWER T U) Q J a O U) L LLI Z SEWER GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. IMIN MINI MIN IMIN MIN 6.5 MIN. 1' 1' 2.5' ,.I 1' 1' MIN (MINI MIN MINMIN 2" CLASS 'B' FACE OF CURB OR .... .... ....................__ ........... _............ EDGE OF PAVEMENT t 2" CLASS 'B' ACP CLASS 'E' OR 'B' .. 6" CRUSHED 2 TO 6" SURFACING TOP COURSE CLASS 'E' CENTER LINE OR OR LANE LINE CRUSHED ROCK, CLASS 'B' FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT L 6.5 MIN. --J WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE ADOPTED CUT OF BDrmx ♦� @I.KW80 FllR tm OATS: ty4e • SEE DWG# HR -05 FOR MINIMUM STANDARDS OATS REMS1 DWG NAME: HR -23 SP PAGE;H032A C1 TYPICAL PATCH FOR FLEXIBLE PAVEMENT N.T.S. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 CONTACT: DARRELL OFFE, P.E. - ....m w�i�i ♦i ♦i ♦i ♦i�i�i�i�i ♦i ♦i�i�i• BACKFILL MATERIAL (SEE NOTE 5)- BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) FOUNDATION LEVEL- BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) - FOUNDATION LEVEL (CLASS A DESIGN) W (SEE NOTE 4) (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE [- W (SEE NOTE 4) -�, (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE F1' y SURVEYED w.w t� SCALE Raffix1IIL x10 ted loot D.L. OFFE, P.E. Zt D, D.L. OFFE, P.E. DATUM �APPRZ: rccawcir 10/4/2013 N0. REVISION BY DAT 1:3:5 MIX CONCRETE BLOCKING NOTES: BOLTHOLES - 3 PLCS 1. PROVIDE UNIFORM SUPPORT UNDER BARREL EQUALLY SPACED 120' 2. HAND TAMP UNDER HAUNCHES. APART ON 23 1/16' (586nn) 4" MIN. 1/4 I.D. 12" MAX. • DIA H.C. (SEE DETAIL) 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. q 1/4 O.D. HAND TAMP ONLY. d 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION C 3/4 O.D. OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS. n O.D. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CLASS A Dy BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18'. RB NNTO 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS 0 O OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE SEWER BACKFILL MATERIAL. �v 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE n STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. " COVER BOTTOM VIEW 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF COVER & FRAME STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. PLAN VIEW e. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW UNE IS 25' DIA. E > BLT Ste. (ALLEN HEAR) 3/4 1' <3 ' r �25nn] 5/8' -11 X 1.5 SS MAINTAINED. [19nn] _Cl_IL RUBBER WASHER B 3/4' L 2 1/2' 222nn] I64nn3 TYP COVER SECTION VIEW EON BOLTING DETAIL 26 1/2' DIA 1673nn] 25 /4' DIA C6 41, t /t6 v4' 1 1/16' 16/m4' " DIA C27nn7 t 27nn1 I NEOPRCNE GASKET b• i /e' nn] C3nn1 7�1152 /B' 23 3/8' DIA CL OPEN CR3"n] n6nn7 1ss4nn] GASKET GROOVE DETAIL 27 5/16' DIA 1694M n7 34 I /8' DIA 1667nn] NOTES, FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717CI OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY - SEWER "), OR WATER (SPECIFY "WATER "), • `.. PUBLIC WORKS MANHOLE FRAME AND COVER S. PLAN - 401 TD DEPARTMENT DECEMBER 2008 - ....m w�i�i ♦i ♦i ♦i ♦i�i�i�i�i ♦i ♦i�i�i• BACKFILL MATERIAL (SEE NOTE 5)- BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) FOUNDATION LEVEL- BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) - FOUNDATION LEVEL (CLASS A DESIGN) W (SEE NOTE 4) (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE [- W (SEE NOTE 4) -�, (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE F1' y SURVEYED w.w t� SCALE Raffix1IIL x10 ted loot D.L. OFFE, P.E. Zt D, D.L. OFFE, P.E. DATUM �APPRZ: rccawcir 10/4/2013 N0. REVISION BY DAT 1:3:5 MIX CONCRETE BLOCKING LIMITS OF PIPE ZONE 1' -0" NOTES: LIMITS OF PIPE ZONE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL -r 2. HAND TAMP UNDER HAUNCHES. 6' 4" MIN. 1/4 I.D. 12" MAX. • ' 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. B 1/4 O.D. HAND TAMP ONLY. C 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION C 3/4 O.D. OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS. B O.D. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CLASS A A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18'. T- 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE LIMITS OF PIPE ZONE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. e. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW UNE IS MAINTAINED. LIMITS OF PIPE ZONE 1' -0" * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27 "�I.D. 4-4-97 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS 8 CLASS C CLASS D CLASS F A 4" MIN. 1/4 I.D. 12" MAX. • ' ZERO B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. - * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27 "�I.D. 4-4-97 Gans note 4 DGV OT 2 -21 -91 ftAw nolee. 4.5.7.5 B. AECetl nele 6 KJ DATE REVISION BY APPR PIPE BEDDING FOR SANITARY SEWER ADOPTED CITY OF RENTON STANDARD PLANS S LsT nsMTE: 4/s7 /97 DWG. NAME: BW18C SP PAGE:8077 PIPE BEDDING FOR SANITARY SEWER 6" BUILDING SEWER PIPE TEE WTH 6" SIDE OUTLET 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. � 6" SIDE OUTLET TEE SEWER MAIN 6" MIN. CONCRETE NG A OF TEE AT MAIN OVER 25 ELEVATION 2 "x 4" STUD MARKER POST PAINTED WHITE PATH THE WOR "SEWER" STENCILED PROPERTY LINE IN 3" HIGH BLACK LETTERS AND /6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 12 - BUILDING URE FFUTT - SEWER WI rc . a a 6 "x6 "x6" WYE WITH A SURFACE CLEANOUT WITH CAST IRON RING & COVER (EAST JORDAN IRON WORKS 2975 OR APPROVED EQUAL. SPECIFY "SEWER" ON UD, SEE STD. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: OVS A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE NN'R� COUPLINGS(FERNCO OR APPROVED EQUAL). ;KING B. CONCRETE MAIN -CORE- DRILLED WITH NOMAD SADDLE (OR APPROVED EQUAL). IN SLOPE C. PVC MAIN -CORE- DRILLED WITH ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS D. DUCTILE IRON MAIN - CORE - DRILLED WITH ROMAC SADDLE (OR APPROVED EQUAL). E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE- DRILLED. SEWER MAIN TYPICAL SIDE SEWER ELEVATION N UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. ,`� STANDARD SIDE SEWER INSTALLATION �­J (SEWER MAIN TO PROPERTY LINE) STD. PLAN - 406.1 5- 310302 RECOMMENDED FOR APPROVAL By: Date: [( By: Date: By: Date: By: Date: sI M CITY OF NE 7TH SHORT PLATS '-i^ RENTON DONOGH HOMES / ENDURE INVESTMENTS, LLC SEWER DETAILS & NOTES Planning /Building /Public Works Dept. 3513 / 3517 & 3603 NE 7th STREET CL6 S- 3703CA!0 - SDF�- 06/20/201 EME