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HomeMy WebLinkAboutzS-3273SetF_ c D LLJ O F_ C) � F— w Z Q W �C M < O V a � o E any mom O C � � w M W v M � O IX it­ 1 ­5 a~ O u") O _ 3!n a- 0- Q� a I 0 N As, M Q � f— Q cp H d N F_ c D LLJ O F_ C) � F— w Z Q W �C M < O V a � o E any mom O C � � w M W v M � O IX it­ 1 ­5 a~ f _ 3!n a- 0- I I i I I I I I I I I I I I I I I I I I I I I I I � I P01WR PALE I W1 1RANSFORMER z D 0 O 10 20 40 SCALE 1" 40' IX s RV-41 LO& (MAIM PA M/IlQ I WW40432 (MM-N) NVW4O ar 4,? (SOPW S) AIEr N "w4MSr (S PW--E) Ex co 1 mwwwo ..% ~mW ff (IrAM S) PORTION OF THE N.E. 1/4, OF SEC. 15, TWN 23 N., RGE 5 E., W.M. CITY OF RENTON, WASHINGTON � a I I I I L+....I up I I-- I I sn"Im POW LIVE' STORAGE' EL. 40Z O -411.0 .C: .,�,: L� ....r -i':y ♦ •_ ! F% �C w i TAX • .� • • r• ♦• ►• .. r. ►Yr r• ••• •► VK RE OD— 33.000 lii �. ►.ci : \J{. r'I{VY-r/T,OW {.r1- r «, • �� _;, ✓ , � _ - ( w N�ETPOwD EL. 403 -407 I I - - - -- I : i VtX REOZO 7,695 CF I • ---------------- - - -__- --------- � ° VOL PROV P- 15,600 CF- ------------------ _ t � I _ wit- ♦ • \ T I �r • YrI C : ILA k FIVE TRACTS ' LO F EA ' r : Y 12. PG. I —:- . -- 40 - -- , t UTIL I f _ �+�r - r EASEMENT IL or ow Lu - -- �-- - i r - .,�, ••� % 1 - -_. ,, I".. - - +ter.. nr - ------ -- - - - - - -- -- - -- - - -•-- ,, ----- - - - - -- -- - - - - -- --- - - - - -- fr - - -- -- r ' _ - -- ;. � -407 70 �., - _ ''o► - - _ ELI 8 --- ............ Z� ------------------------------------ ; - -____. - r --- - - - - -- c T r TRA & T A i s (SE'N,977 AREA) • "' ;' - - - - -- lop If I •w +rte Y Y _. .7'7171,?+ •:Ja 7 qtl! • ', ' -- r, r r ` 1S'r-..i : ! i i_ AR.i. t; I i NVN�407.l4 rrrADIS -N) ,.._ :......_. rNM- 4�D724 (tt'AD�s) i ROLL zo.2 FR340 0 x-28730/ 4" 9. RECOMMENDED l FOR APPROVAL �NEW= 11 Cali before You Di. 14M4*4mmm UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. ITS COSTLY 6/06 eM oS By CHECKED FOR COMPLIANCE 0 CITY STANDARDS DATE CAN ia117E NOTE: EXISTING UTILITY LOCATIONS SHOW HEREON ARE APPROXIMATE ONLY. IT SMALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. too REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SH01NN/ HEREON. THE ENGINEER ASSUMES NO RESPON"LITY FOR UTILITIES NOT SHOV1N OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG; 1- 800-- 424- 5555. 73©—IT 61-- r32 73c>1 SCANNEU MAY 0 12006 4 IX it­ 1 ­5 x 3 _ 3!n a- 0- a 0 N As, M Q � f— Q m H d N n N N Z -- V) W w cr Lei ar ; a a N ZN 3 I I i I I I I I I I I I I I I I I I I I I I I I I � I P01WR PALE I W1 1RANSFORMER z D 0 O 10 20 40 SCALE 1" 40' IX s RV-41 LO& (MAIM PA M/IlQ I WW40432 (MM-N) NVW4O ar 4,? (SOPW S) AIEr N "w4MSr (S PW--E) Ex co 1 mwwwo ..% ~mW ff (IrAM S) PORTION OF THE N.E. 1/4, OF SEC. 15, TWN 23 N., RGE 5 E., W.M. CITY OF RENTON, WASHINGTON � a I I I I L+....I up I I-- I I sn"Im POW LIVE' STORAGE' EL. 40Z O -411.0 .C: .,�,: L� ....r -i':y ♦ •_ ! F% �C w i TAX • .� • • r• ♦• ►• .. r. ►Yr r• ••• •► VK RE OD— 33.000 lii �. ►.ci : \J{. r'I{VY-r/T,OW {.r1- r «, • �� _;, ✓ , � _ - ( w N�ETPOwD EL. 403 -407 I I - - - -- I : i VtX REOZO 7,695 CF I • ---------------- - - -__- --------- � ° VOL PROV P- 15,600 CF- ------------------ _ t � I _ wit- ♦ • \ T I �r • YrI C : ILA k FIVE TRACTS ' LO F EA ' r : Y 12. PG. I —:- . -- 40 - -- , t UTIL I f _ �+�r - r EASEMENT IL or ow Lu - -- �-- - i r - .,�, ••� % 1 - -_. ,, I".. - - +ter.. nr - ------ -- - - - - - -- -- - -- - - -•-- ,, ----- - - - - -- -- - - - - -- --- - - - - -- fr - - -- -- r ' _ - -- ;. � -407 70 �., - _ ''o► - - _ ELI 8 --- ............ Z� ------------------------------------ ; - -____. - r --- - - - - -- c T r TRA & T A i s (SE'N,977 AREA) • "' ;' - - - - -- lop If I •w +rte Y Y _. .7'7171,?+ •:Ja 7 qtl! • ', ' -- r, r r ` 1S'r-..i : ! i i_ AR.i. t; I i NVN�407.l4 rrrADIS -N) ,.._ :......_. rNM- 4�D724 (tt'AD�s) i ROLL zo.2 FR340 0 x-28730/ 4" 9. RECOMMENDED l FOR APPROVAL �NEW= 11 Cali before You Di. 14M4*4mmm UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. ITS COSTLY 6/06 eM oS By CHECKED FOR COMPLIANCE 0 CITY STANDARDS DATE CAN ia117E NOTE: EXISTING UTILITY LOCATIONS SHOW HEREON ARE APPROXIMATE ONLY. IT SMALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. too REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SH01NN/ HEREON. THE ENGINEER ASSUMES NO RESPON"LITY FOR UTILITIES NOT SHOV1N OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG; 1- 800-- 424- 5555. 73©—IT 61-- r32 73c>1 SCANNEU MAY 0 12006 4 o ° -- ° �• �P RT N OF T HE r• N 1/42 F SEC. 15, TWN E 3 N., F 5 E82 Wome CN N CITY O WASHINGTON ' E _0Q.4 (' j-, 4(11!)- 411 D I VOL PRO 00t 0 J4, 000 0 POIl POLE g J I W/ 1RANSf ORA,IER , ~ (� - ;•• % I Vol r' I i4f TPOIII � F 40-5 401 ,. . { � - ,l._ , � � � y � _ I � I `'•• '-- -- I r' f' i � 7i 1,695 f`f I L,1... '-" ' °•• ._ °_-- ____-- ----- - - - --- - - i �t Ot PRO l l _17-15,600 ( i CL rum Kim ozo)v T fa eI ACi+ TRACTSW _ _ _ „ �I s a FIVE ACRE fr ' JJ MIN •/ / 't� ! r 1 461�--- - � I r----- --; a„li * � � � • i ' _ ---- __ -_ - -- «�� ♦41 MIN` FF=� ,MIN FF= + 0 10 20 4 �.' r ! I •. I t t r 4: 721' U17RA 'T O - ' r 15� f• SCALE 1 -- 40 I " , MIN • Ff"-- - - MtNF -- �' +s i �piM s i _ et I - �- 4 409 ASEA�ENra �;' 'yyry, ,,� - �'` _ -- - - -- - - `?�, `�.�. . f r•- y t p3 t go pw W , ----------- �. ~ YI r � ' •� � � ■ � � ! , � `�•r �1 •�' ' i MS.�^ �, *� r r f r.1�� Yr � � � ter -r I -Al —fir ��� - --•_ Wvdr SSW mom Z LIU • ; ' , ----------------- �_. _- - �__- '__�•.n^ -- - -_- ___ -_- _ . •. : r_ f -, _. ` -J�. .•f/Y.tlbJ ,••� \CIA.• �/ }yam E7K SS 1 ,'`� ME .--•' r ,� ''"°'s - C RIM/- 411.8* (MA •M7 PA �f I •. rl► , - %T - 2 WES Z avN -40aQ (arc -S) ! I I = _ Y -- w f IIEW AO•40aW (87W —E) 44 ---------- STA &a 204T. a I - - -- y' 1f414 (11/ PAb/IIiC) ------ - - - - -- -�-'LJ If PARE-407 m AV) _ MIN FF --- MIN F = v _ r-- - -___. - 01 ''� -------- _ T f ' '` r - - _ TRAIPT A Ex � V ' S A MI610 `' - I t - . ♦� rl ti ! r - (�7GN 1 f AWA WVW407.AM2 (l3'',AOS, -S) ! ; . s_ r" I . , - Y� ! Y� r £x sraav I -•� � 7 _ l . e f i " w -' I I 1 I I It str I � I �4�11\� I I Y �. Yr- IN •. I I I {/ 4! (� .I .. • I u I I I #JW407.24 02- ADS-w) #JW407.24 (12-ADS-S) • LOW POINT ELEV = 411.39 LOW POINT STA - 0+43.67 PW STA = 0+40 _ 420 r 411 n n u fl II 11 If I� I{ fl II fl II If'YI 4 EX SS RIM -411.62 0vV•4iKJt ("W -N) AVW40a42 (MM-5) AEW AIVh•40a52 (81PW -E) DATUM( 1ZZY JOD:S 00 r PW ELEV = 411.18 � w. w w.. A.D. =3.49 HIGH POINT ELEV = 413.19 En ' 0 0 N HIGH POINT S A = 2 +49.69 r� _ _ fi=n PW STA = 2 +00 �$ 50.00' N NI PW ELEV = 413.56 `C4�. O I-- p :91 A.D. — —1.99 % o ;°' +r + x — 00.63 m w N a , a m �u � a ca to QD ti - 2. 1.49X -' ; ; O O ru cu 0 vo a w W W z .I W5 LLI W fl: w C> n _v { ,D v m cr a cr a co SSW 3 Z(A O Z) O It 13 o g tY { � W W c� N r STAY 2+J& 2ILS• LT. 0 COO O r"' SSW 2 cv *- 2 ru l7 • LOW POINT ELEV = 411.39 LOW POINT STA - 0+43.67 PW STA = 0+40 _ 420 r 411 n n u fl II 11 If I� I{ fl II fl II If'YI 4 EX SS RIM -411.62 0vV•4iKJt ("W -N) AVW40a42 (MM-5) AEW AIVh•40a52 (81PW -E) DATUM( 1ZZY JOD:S 00 r PW ELEV = 411.18 � w. w w.. A.D. =3.49 HIGH POINT ELEV = 413.19 - ' 0 0 N HIGH POINT S A = 2 +49.69 PW STA = 2 +00 �$ 50.00' PW ELEV = 413.56 :91 A.D. — —1.99 % o ;°' +r + x — 00.63 nMc w , a m �u � ca to QD - 2. 1.49X -' ; ; .I f ' _v "^ SSW 3 STAY 2+J& 2ILS• LT. SSW 2 Ails 0 (ool ~`� 1 N.E. 1 S PLACE ROW41114 (AM PAMW CALF: 1 Or 40' HOR/Z "= s �( 1 5' R T. a0 Q .► tD tp `, tp h O► ►) O tG .F a er pct rr v a w -' v v •„ r a �• rr 0, a � .�. sr � a co `' v c i v- � � tIkal.Jyj rzscs 3 +00 4 +00 5 +00 420 410 m IRP ROLL 20,2 fR338 5- 3273 02 0 RECOMMENDED FOR APPROVAL MMW 11/30/06 I By Call before you CHECKED FOR COMPLIANCE T CITY STANDARDS Dig. • 1400424owS 55 5 UNDERGROUND SERVICE (USA) T ' DATE _„� •"� AVOID CUTTING UNDERGROUND UTILITY LINES. ITS COSTLY DATE NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOW HEREON. THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR UTIUTIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- MO- 424- 5555. 6 scMnEa MAY p i Z006 0 14 r uo z ' 0 0 N � b 14 O T_ 0 V C we o� 0 0 _' a w U)00 ill N ¢ � z pIabI QD to a G. IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS ly O 6' - 0" ' V C we yu "x 0 0 _' a w U)00 ill � W EXTENDED TO THE TOP OF THE STUD. z pIabI W g a G. IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS ly w -s < VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 N .gym W F- o O 6' - 0" ' V C we yu "x o� 0 _' a- a- CL w U)00 ill 73 _w a EXTENDED TO THE TOP OF THE STUD. 04 pIabI a g a �g IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS w -s VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 N .gym O MORTAR FILLET 6" PORTION OF THE N.E. 1/4, OF SEC. 15, TWN 23 N., RGE 5 E., W.M. CITY OF RENTON, WASHINGTON MANHOLE FRAME AND COVER SEE DRAWING BR29 ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 21 " I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 60 ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE -�- BLOCKINrG LL �-- 6" SIDE OUTLET TEE SEWER MAIN 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION SEWER MAIN Z 0 _I NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N --SEAL BOOTS OR APPROVED EQUAL. PROPERTY LINE 6' - 0" ' FUTURE BUILDING SEWER Lit z yu "x 2 4" STUD SERVICE MARKER PAINT UPPER _' a- a- CL U)00 3 3r. a- EXTENDED TO THE TOP OF THE STUD. 0 a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST N IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 N .gym r- F- o a _ d N 0 0 ti "I, ftj ti z ." o A 0 # w � W W �W-+ COO O r I cr a m a N ; a 6 O o 8 a a �Ww a: & %0 � N i Co o cu e MORTAR FILLET 6" PORTION OF THE N.E. 1/4, OF SEC. 15, TWN 23 N., RGE 5 E., W.M. CITY OF RENTON, WASHINGTON MANHOLE FRAME AND COVER SEE DRAWING BR29 ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 21 " I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 60 ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE -�- BLOCKINrG LL �-- 6" SIDE OUTLET TEE SEWER MAIN 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION SEWER MAIN Z 0 _I NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N --SEAL BOOTS OR APPROVED EQUAL. PROPERTY LINE ��pG NG GIN 2% MIN SLOPE HORIZONTAL TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER INSTALLATION DETAIL NOT TO SCALE ROLL 5-3273 2 0.� 1 -1/4'; 1" 10" 9„ 8-3/4 11/2 „ 2.' 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8 to f-1/2 to - 1 /2.. r1 RAISE --1 /2" WIDE BORDER 5 /8„ _T 2-7/8" I 4 .. AST LRON RING --AND COVER NOTE: IN UNIMPROVED AREAS POUR 1' -0" THICK 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. 12 0 FIBER PACKIr 45' (1/8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 2' - 0" PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. SANITARY SEWER CLEANOUT DETAIL RIOT TO SCALE F Ft 3 3 19 CONCRETE CLASS 3000 3/4" SWURY SENER NOYES ANA► SPEaFUcA 71a VS I. ALL NOW MATERIALS SHALL BE iN CONFORMANCE W714 ME STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST ED17X W OF THE WSDOT/APWA STANDARDS AND SPECIFICA nONS 2. ALL C 0VSTRUCT)ON SHALL K NV ACCORDANCE KITH STANDARD SPEanrAnOvS FOR M1000PAL PUBLIC MORTIS CONSTRUCTION" PREPARED BY WASNOWTCW STATE CHAPTER AAIERI AN PUBLIC #VW'KS ASSOCIUTOV, LATEST EDITION (APWA) AMD (:TTY OF RENTON STANDARD SPECInCA 77ONS 3. ALL LOCATIONS OF EXISTNG UnUTIES SHOWN ARE APPROXMIATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBIII TY TO VERIFY THE TRUE AND CORRECT LOCA TION SO AS Tiff A MD DAMAGE OR DISTURBANCE: 4. CONTRACTOR IS SOLELY RES POVSWE FOR THE MEANSy MET iWS AND SEQUENCES OF CO1VST1?UCTIIAN AND FOR THE SAFETY OF NOWERS AMO ODIERS ON 774E CO VSTRUC71ON SITE 5. IT SHALL BE THE RESPONSOLITY OF 7W CONTRACTOR TO ORTAAN STREET USE AND ANY 07HER RELATED PERMNTS PRIG? TO ANY CONS77?UCTION. 6. PLANS APPROVED BY THE CITY OF RENTM PUBLIC MOWS DEPARTMENT SHALL TAKE PRECEDENCE' OVER ALL OTHER PLANS 7. A COPY OF AWSE APPROVED PLANS MUST BE ON TI,IE .KOB sITE NIM£wVER cowsTi1 cnm IS IN PROGWSS B THE CONIRACTY71R SMALL PROVI IE THE CFrY OF RENTOON 10714 AN AS -BUIL T DRA KING OF THE SAIWTARY SENER SYSTEM, 1W 104 HAS BEEN STMVED AI11ID S"" BY A LICENSED PROFESSPONAL £NGW EER OR LICENSED PROFESSIONAL SUIRVEYM. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SWES OF THE PIPE IN LAYERS NI7H A LOOSE AVERAGE DEP7H OF 6 INCHES, MAXM W DEPTH Or 8 INCHES D40ROMYL Y TAAIPMIVG EACH LAYER 70 95 PERCENT OF AMAW AI DENSITY, THESE COmFAC7rD LAYERS MUST EXTEND FOR ONE PIPE DIAAIE7ER ON EAC7Fl SVE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MA TERIALS TO C0A#1X7£ 7ME FILL OVER PIPE SHALL BE 7W SAME AS DESCRIBED. la OPEN CY/T ROAD CROSSINGS FOR UnUTY TRENaIES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFKLED WITH CRUSHED ROCK AND MECHANNCALL Y C O1VPACTED. GUTS 000 THE EXISTING ASPHALT SHALL BE NEA n1W CUT 1117H SAW IN A CON MUOUS LINE, A TEWORARY MIX PA7CH WJST BE Pr ACED IA/AIEDIATELY AFTER BACKnLL AND COMPACTION. A PERMANENT HOT MIX PATON SHALL BE PLACED WTI* / 10 DAYS AND SMALL BE PER C►TY OF RENTON CURRENT STANDARDS 11. DATUM SHALL BE CITY OF RENTON, 1988 NAND 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STAB 12rD TO THE SATISFACTION OF THE DiEPARTILIENT FOR THE PREWN77ON OF ON -9TE EROSION AFTER THE COMPLETION OF CONIS7RUC7M 13 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA T 0001 IN ACCORDANCE 1MTH SECTION 7 OF THE CURRENT STATE OF 04SHOVOTON STANDARD SPECIF7CA RONS FOR ROAD AND BRIDGE CONSTIRUCnOIV THIS SHALL INCLUDE NEC rSSARY LEVELING OF THE 7RENC>1 BOTTOM OR THE 70P OF THE FOUNOA 77ON MAMMAL, AS HELL AS PLACEMENT AND COMIPACnON OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT 7HE ENTIRE LENGTH OF DIE PIPE NI U BE SUPPOR'TED ON A UNIFORMLY DENSE. UNHEEDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SENER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER &4SKETED ASTW D 3034, .SOR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS„ MANHOLE TO EXTEND MINIMUM 6 INDIES AND MAA7MUM 12 INCHES ABOVE FINISHED GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PA VINa RECOMMENDED ti FOR APPROVAL aIF=1 11/30/06 By Call BY before YOU CHECKED FOR COMPLIANCE Dige T CITY STANDARDS ImSO0 2�- DATE UNDERGROUND SERVICE (USA) DATE AVOID CUTTING UNDERGROUND UTILITY LINES. ITS COSTLY DATE NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSOLITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: I -DOO -424 -5555. c"ta. s 3.?f, 5GMME0 MAY 0 1 2006 a r ' cc z co � tw C7 °, a o � •a r ' �Jrl 6' - 0" ' FUTURE BUILDING SEWER Lit z yu "x 2 4" STUD SERVICE MARKER PAINT UPPER _' PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. Of Li AND #6 WIRE WRAPPED AROUND THE STUD AND a- EXTENDED TO THE TOP OF THE STUD. 0 UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED ��pG NG GIN 2% MIN SLOPE HORIZONTAL TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER INSTALLATION DETAIL NOT TO SCALE ROLL 5-3273 2 0.� 1 -1/4'; 1" 10" 9„ 8-3/4 11/2 „ 2.' 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8 to f-1/2 to - 1 /2.. r1 RAISE --1 /2" WIDE BORDER 5 /8„ _T 2-7/8" I 4 .. AST LRON RING --AND COVER NOTE: IN UNIMPROVED AREAS POUR 1' -0" THICK 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. 12 0 FIBER PACKIr 45' (1/8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 2' - 0" PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. SANITARY SEWER CLEANOUT DETAIL RIOT TO SCALE F Ft 3 3 19 CONCRETE CLASS 3000 3/4" SWURY SENER NOYES ANA► SPEaFUcA 71a VS I. ALL NOW MATERIALS SHALL BE iN CONFORMANCE W714 ME STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST ED17X W OF THE WSDOT/APWA STANDARDS AND SPECIFICA nONS 2. ALL C 0VSTRUCT)ON SHALL K NV ACCORDANCE KITH STANDARD SPEanrAnOvS FOR M1000PAL PUBLIC MORTIS CONSTRUCTION" PREPARED BY WASNOWTCW STATE CHAPTER AAIERI AN PUBLIC #VW'KS ASSOCIUTOV, LATEST EDITION (APWA) AMD (:TTY OF RENTON STANDARD SPECInCA 77ONS 3. ALL LOCATIONS OF EXISTNG UnUTIES SHOWN ARE APPROXMIATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBIII TY TO VERIFY THE TRUE AND CORRECT LOCA TION SO AS Tiff A MD DAMAGE OR DISTURBANCE: 4. CONTRACTOR IS SOLELY RES POVSWE FOR THE MEANSy MET iWS AND SEQUENCES OF CO1VST1?UCTIIAN AND FOR THE SAFETY OF NOWERS AMO ODIERS ON 774E CO VSTRUC71ON SITE 5. IT SHALL BE THE RESPONSOLITY OF 7W CONTRACTOR TO ORTAAN STREET USE AND ANY 07HER RELATED PERMNTS PRIG? TO ANY CONS77?UCTION. 6. PLANS APPROVED BY THE CITY OF RENTM PUBLIC MOWS DEPARTMENT SHALL TAKE PRECEDENCE' OVER ALL OTHER PLANS 7. A COPY OF AWSE APPROVED PLANS MUST BE ON TI,IE .KOB sITE NIM£wVER cowsTi1 cnm IS IN PROGWSS B THE CONIRACTY71R SMALL PROVI IE THE CFrY OF RENTOON 10714 AN AS -BUIL T DRA KING OF THE SAIWTARY SENER SYSTEM, 1W 104 HAS BEEN STMVED AI11ID S"" BY A LICENSED PROFESSPONAL £NGW EER OR LICENSED PROFESSIONAL SUIRVEYM. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SWES OF THE PIPE IN LAYERS NI7H A LOOSE AVERAGE DEP7H OF 6 INCHES, MAXM W DEPTH Or 8 INCHES D40ROMYL Y TAAIPMIVG EACH LAYER 70 95 PERCENT OF AMAW AI DENSITY, THESE COmFAC7rD LAYERS MUST EXTEND FOR ONE PIPE DIAAIE7ER ON EAC7Fl SVE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MA TERIALS TO C0A#1X7£ 7ME FILL OVER PIPE SHALL BE 7W SAME AS DESCRIBED. la OPEN CY/T ROAD CROSSINGS FOR UnUTY TRENaIES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFKLED WITH CRUSHED ROCK AND MECHANNCALL Y C O1VPACTED. GUTS 000 THE EXISTING ASPHALT SHALL BE NEA n1W CUT 1117H SAW IN A CON MUOUS LINE, A TEWORARY MIX PA7CH WJST BE Pr ACED IA/AIEDIATELY AFTER BACKnLL AND COMPACTION. A PERMANENT HOT MIX PATON SHALL BE PLACED WTI* / 10 DAYS AND SMALL BE PER C►TY OF RENTON CURRENT STANDARDS 11. DATUM SHALL BE CITY OF RENTON, 1988 NAND 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STAB 12rD TO THE SATISFACTION OF THE DiEPARTILIENT FOR THE PREWN77ON OF ON -9TE EROSION AFTER THE COMPLETION OF CONIS7RUC7M 13 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA T 0001 IN ACCORDANCE 1MTH SECTION 7 OF THE CURRENT STATE OF 04SHOVOTON STANDARD SPECIF7CA RONS FOR ROAD AND BRIDGE CONSTIRUCnOIV THIS SHALL INCLUDE NEC rSSARY LEVELING OF THE 7RENC>1 BOTTOM OR THE 70P OF THE FOUNOA 77ON MAMMAL, AS HELL AS PLACEMENT AND COMIPACnON OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT 7HE ENTIRE LENGTH OF DIE PIPE NI U BE SUPPOR'TED ON A UNIFORMLY DENSE. UNHEEDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SENER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER &4SKETED ASTW D 3034, .SOR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS„ MANHOLE TO EXTEND MINIMUM 6 INDIES AND MAA7MUM 12 INCHES ABOVE FINISHED GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PA VINa RECOMMENDED ti FOR APPROVAL aIF=1 11/30/06 By Call BY before YOU CHECKED FOR COMPLIANCE Dige T CITY STANDARDS ImSO0 2�- DATE UNDERGROUND SERVICE (USA) DATE AVOID CUTTING UNDERGROUND UTILITY LINES. ITS COSTLY DATE NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSOLITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: I -DOO -424 -5555. c"ta. s 3.?f, 5GMME0 MAY 0 1 2006 a r ' cc z co � tw C7 °, a o � •a r ' �Jrl �oRT�oN �F THE r�.�. 1r�, of sEC. 1�, T�� 23 N., RGE � E., �no.nn. N � CO.^ a`° � N � C IT1( � F F� � I�1T01�1, WAS �-i � let CaTO ill I�- � �------- 1-- - - - - -- I I �� I I -�� I - -- I I I � — - - - — I - �� oae +na ,Ea aovo � � w� i- I� I i uvE sroaacL « 4oJ.G -4 ?t.G I � I 4 I I V(� FEO.O 33, v ^CC C; ( I I � � �' i s _ 1 � ._. .. . _ .. roc aaovrn�n sa,GeG c� o w I POWER POLE j I a � � - +� ? 1 � f _ .•vE �aOV� `L 4G3 40J I ¢ } I - � � � ��" I I V'OL PEO✓ 7,E95 C^ J � - - -- W/ TRANSFORMER 1 � � I N� i �' / :�� I '� '`` \- _______ -_ l _ -- : T _ VCC PROwOFn -75, 6GG CF 1 a 3 I Z� l � � �•: y - - -- � `�.� 3LACK LJ ^i FIb E. ACR TP.ACTS � ,� , i I ,1-- �� W Q o � J� _: % ,. � MIN FF I L. PG. tc, I I I I r k- �_`�'_'�; � � i, itI I I ', Z z I �. � �,'`� - - -- _ __ .,a '' 41 MINf FF -� M/N FF � � j t ���" "°i � I I'r- -� �' � i 1 � � � l Z o to zo ao �� �' `. � 411 412 _ � I � � � }..' , r �F a Y ,. 1 - � -: -•� .3 4 "�� � 7 1 I� I I I I � :�T� a + kl: a fa � I - µ'�� Mllf( Ff= MIN : FF- '•��;1s sEiv�tr. q `4. �' .tECESS � _ t �--( �� -�--1 I � i I so � � SCALE 1" = 40' l cc_ l I M %N••� — -'�IIN YY =��\\ yI � rt SEMENT'�, h ^ unu�tES, + � 0� — r_ F -� � .. .!1/O7 _ ¢QB ns -�F"'Y `., mp- " ': \ + �EASEMEN � - -7 i I .� � '� � w ' �,�' 1E I ` ''( 408 40� � � y �� �� -� - -- ���._�� � � _ ��y'-ft' � _ Y�. I { -. XO�. ;:� ��.�, �'' .may. _ lfV � wi N2 L�. 1 »I � _�_ - -_- Z - ° — � � _ W. � ,.cep _ � . � � tea. j Q . • �-- w,: � � O � - _ l ww -4aren you `� . _ -_ -- � _ � . .• " ,_ ... -_ � - - - � - J -�- - -- _ �(ti.o°t ass. � � � � - � .�� 2 r q � �- _ '� r (� �& RIM- 4sa<at ryAlvavPArzwnc 1 �� a - .:.., t s � W wN- 409.32 (BTNC -N) \ '�� 41'.!$•L((Y/ UI _ __ � � } � w1�40as2 a�ac -s I I �l r � ,- �v- ;ra,�)'. st93� W v Ol � NEw /NV- 4BS"3? (ep►c -� � � , � 2 � ", � �\ I '_ T �3 a "o �,j/ ash � I ,. ... :, N� y3 �- / _ �_- - - -_ --- '� ((''jj yy x ' � � RiWpd'7+M (AI11L7L PAM/0 `,�'. � W _ : - �,- •� a� � r —= - --�i I f � $ � . �` MlN ;F= `� � M/N Ff` =..-. MIN FF= � y _ j _ , ` /� - - - -� -- ___ , s � �, N i � � ' �: � : �8 408•``" � 4 i -. ,, � Z � � _ - - --% � I _ � I '� � � �, � s�' _. TRACT A _, -� z s � R� 40 ��� � - _ - y �, -.� i'��(SENSI7I�AREA) '� m �,- wv>•4oz92 (�rADS -s) , I ,� � .� + -- � - --�.� '�'•�, t� ` f�- � `� _ _ - -- � f �� - = - .,. ...,,_ „ „- ::: � I _ ; _ _ -% I - I � I � I ,`��� � - Il sxr o � ��� I I � R0I- 411.84 1.. I i �``�\ ,,... - �.Pcis to a �� I � i I I wN�407.24. (12” "ADS -N) I �♦ ., I n �� g� I � I k I; wv+ -+ozz4 (12 SOS -s) I � \ ��� ` I I I 0 N N N Z .. O o, to 3 a u w Q VI N � > > r � ¢ � M N G is �i /vl 4 �.tt.oq�� /NV -40632 (87�VL" -N) /NV -400.42 (8?t2 -B) NEw wts (e'Pt�c --FJ /tfo�6A DATIIV ELEV iv /"� 895.G0 �o LOW POINTELEV = 411.39 LOW POINT STA = 0 +4J 67 PV/ STA =0+40 200.00' VC - PN ELEV = 471.18 A 0. = 3.49 HIGH POINT ELEV 41319 420 = A HIGH. POINT S A = 2 +49.89 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. tT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTIUTIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTIUTIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR UTIUTIES ®. NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 -424 -5555. PV/ STA =2 +00 °o o 50.00' PN ELEV = .413.56 M '� 'O. p � uhi. + � N A.D. K = -1.99 00.83 i � 19dC moor o V � •� ^ `+. .�� W W � iii m m m r"ii W � i� � � � -I -0.50% ZOO 7.498 � \ I I i � -r �iU"��� -�.1 �-�' II ��, �� _- � - -- z� it !' ��'' Z Z u Rio o,Qb '_ 1t�4�- Nl3a$ � �� ®,� 4�r«1n �4�' 93 srA. z+ zes• Lr. �2 C/J � .3 /NV- lov>7 �® �! STA .T.% 2' RT. ssiat 1 N.E. 1S PLACE AW =41$74. (MA PA WNC) ��"R SCALE: 1 "- 40' HORIZ g'I'J °r% ww„ (� ? "- 5' t�ERT.- q �4 o= WO �� Mb � pry vy oD� vy ,qo Ooi �� a^ tp� oM ay .p oN �� Op 10 o,y y�j O,M oN a^ O Ni cp ri 0 +00 1 +00 2 +00 3 +00 ROLL 207 `S�UPEyp %j�� �, `�F Of WA,yj4 \`zf i �(q�` GY,lf1 jjjjjj111111 < I� � i 11Ait _ i SKVPe k !A!A o e•1b4, Op 17A8xi ml�s tf(30 b� a y c� k:� � �.�..— 't}1ESE PLANS ARE "AS- BUILT• '�i� RECOMMENDED AND THE INFORMATION SHOWN TDB, �,ti FOR APPROVAL ACCURATELY REFLECTS EXISTING FIELDCONDlTIONSASDFTHIS � u /aD /as � ®ATE: t .6 /u7 , gy - dtIiLLIAM SHUPE H0 BERG 6S 1133x„ C a' I � before you CHECKED FOR COMPLIfWCE T CITY STANDARDS � DAIE I-2'-5'+os Dgg 1 -500 -424 -5555 UNDERGROUND SERVICE (USA) GATE LZ AVOID CUTTING UNDERGROUND OAIE UTILITY LINES. IYS COSTLY s '!- �. � A NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. tT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTIUTIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTIUTIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR UTIUTIES ®. NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 -424 -5555. �`�,'_u �� 2 22W/ Fl(5'.5 3z1;aE} C.' e.z S 3 2 i'.� � � SCANNED MAY !! 4 ZOQv s '!- �. � i r i G 3 0 s 0 o I w I`ri N J LLJ O o U z Ld Z t/) W ryO Y z Q W Of LI..I I MORTAF FILLET 6 aB a$� E -tg 5 OF z m m8 Imi mom 4 M m y a 0 N N N z o N a � a a m a � o 0 8 52 s > p M N 0 N `y G d: PORTION OF THE N.E. 1/4, OF SEC. 15, TWN 23 N., RGE 5 E., W.M. CITY OF RENTON, WASHINGTON MANHOLE FRAME AND COVER SEE DRAWING BR29 3/4" SQUARES SPACED - 3/4" ADJUSTMENT (4" MIN.) AS INDICATED - HT. 1/8" CONE ❑ ❑ 1n„ MAX. PIPE SIZE - 21" I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL ❑ Li ❑ —F1/2 RUBBER GASKETED JOINTS ❑ 0 ❑❑ ❑ ❑ —r IN ACCORDANCE WITH ASTM C -443 ❑ ❑ ❑ 1>> STEPS - 3/4" DEFORMED BAR —� STEPS SHALL BE INCLUDED 7 RAISE-1/2" CONCRETE RISER BY PIPE INC., 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS WIDE BORDER OR APPROVED EQUAL PRECAST BASE SECTION 1" 1n„ MAX. PIPE SIZE - 21" I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL NOTES: 1 -1/4" 1/2') 2" `5/8" CONCRETE SHELF 1, STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY —� STEPS OR EQUAL 7 2d /_� 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ALL JOINTS SHALL BE GROUTED. 8 PRECAST BASE SECTION ARE INSTALLED. I 7' I 6. S SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR OR CAST IN SHELF. 3. CASTING TO BE PER DRAWING BR29. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 1:3:5 MIX CONCRETE BLOCKING 6" BUILDING SEWER PIPE 4_ MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. A ALL JOINTS SHALL BE GROUTED. 8 8>' 6. S SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) 15" WITH A HIGH SOLIDS URETHANE COATING; 1 WASSER -MC- CONSEAL OR APPROVED EQUAL; CAST IRON RING AND COVER COLOR OF COATING SHALL BE WHITE. C 7. R RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE 8. C WITH ASTM C -443. N NOTE: DIAMETER OF THE LARGEST PIPE. ` 2 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND 9. ' 'CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK R RING AND COVER. ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. I IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. PROPERTY LINE C-0- o FUTURE BUILDING SEWER W "-2­x_4" STUD SERVICE MARKER PAINT UPPER -TEE WITH 6" SIDE OUTLET } PORTION WHITE ANS STENCIL ON ,SIDE F WORDING "SEWER ": WITH 3" HIGH BLACK LETTERS. AND #6 'WIRE WRAPPED AROUND THE STUD AND 6" SIDE SEWER AND BUILDING SEWER o EXTENDED TO THE TOP OF THE STUD. 0 a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL' BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED' CONCRETE, D1 PIPE AND C1 iC FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED rOR DUCTILE IRON PIPE. 6" SIDE OUTLET TEE SEWER MAIN 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION NG�-Eg o�ONG GPI GR�� 2% MIN SLOPE 1 HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER INSTALLATION DETAIL NOT TO SCALE ROLL 12 "4 FIBER PACKIP 45- (1/8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. SANITARY SEWER CLEANOUT DETAIL NOT TO SCALE SCAN','!�O JUN 222002 Flo'_7-ii us FR 23.7 CONCRETE CLASS 3000 j/4„ SANITARY SEWER N07ES AND SPECIRCA77ONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS. AND SPECIFICATIONS Z 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 SPEC /FICAVONS J. ALL LOCATIONS OF EXIS7ING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AMID. 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. B. THE CONTRACTOR.. SHALL PROVIDE THE CITY OF RENTON NTH AN.AS -BUILT DRAWING OF THE SANITARY SEVER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKF /LL 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 U77UTY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKnLLED 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 BACKRLL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. It 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 CONSTRUCBON. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REOUIRED 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 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PM) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS MANHOLE TO EXTEND MIN144UM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED' AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. $y1VFE w 'i RECOMMENDED rti FOR APPROVAL L sxPDees a /ao /ofi B— Cali By before you CHECKED FOR COMPLIANCE T CITY STANDARDS 1- 800 -424 - ®55� J��Itu, DATE la -s-o� UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IYS COSTLY DATE EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT. VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1 -800- 424 -5555. C7D, s327ac7 SCANNEOMAY 012006 :S N H Ilw w L